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HomeMy WebLinkAbout37821-Z SUpFat,i. Town of Southold Annex 12/5/2013 o� C�riy� P.O.Box 1179 54375 Main Road oy �� Southold,New York 11971 0 CERTIFICATE OF OCCUPANCY No: 36636 Date: 12/5/2013 THIS CERTIFIES that the building ACCESSORY Location of Property: 165 Deer Run, Southold, SCTM#: 473889 Sec/Block/Lot: 79.-4-17.21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofFiced dated 2/14/2013 pursuant to which Building Permit No. 37821 dated 2/21/2013 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 with fence to code as applied for. The certificate is issued to Robert&Katherine Corso (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37821 8/1/13 PLUMBERS CERTIFICATION DATED t riz d Si ture g�EF.04 Town of Southold Annex 12/5/2013 P.O.Box 1179 o 5437$Main Road oy �� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36639 Date: 12/5/2013 THIS CERTIFIES that the building ACCESSORY Location of Property: 165 Deer Run, Southold, SCTM#: 473889 Sec/Block/Lot: 79.-4-17.21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/14/2013 pursuant to which Building Permit No. 37821 dated 2/21/2013 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 pool pavillion as applied for. The certificate is issued to Robert&Katherine Corso (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37821 8/1/13 PLUMBERS CERTIFICATION DATED t riz Sigature Z�. TOWN OF SOUTHOLD �g11FFOl,��o, BUILDING DEPARTMENT 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 #: 37821 Date: 2/21/2013 Permission is hereby granted to: Small (Corso is new owner) 165 Deer Run Southold, NY 11971 To: Construction of an accessory pavillion, accessory in-ground swimming pool, and accessory hot tub in the required rear yard as applied for. Three cos required. At premises located at: 165 Deer Run, Southold SCTM # 473889 Sec/Block/Lot# 79.4-17.21 Pursuant to application dated 2/14/2013 and approved by the Building Inspector. To expire on 8/23/2014. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 ALTERATION OF ACCESSORY BUILDINGS $337.60 CO - SWIMMING POOL $50.00 CO - SWIMMING POOL $50.00 CO -ADDITIONS=7I7NGS 50.00 Building Inspector Form No-6 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 buildipg 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-disposat(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 2l10 of 1% lead. . 5_ .Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance'from architect or engineer responsible for the building. .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: I- Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2_ A properly epmpleted 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 S-50.00, Swimming pool $50.00, Accessory building$50.00, Additions.to accessory building-$SO:flO,Businesses $50.00, 2_ Certificate of Occupancy on Pre-existing Building- $100.00 3_ Copy of Certificate of..Occnpancy-$_25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $1 5.00,Commercial$15.00 Date. `:/-.5 New Construction: Old or Pre-existing Building: i/ (check one) Location of Property: �p'7 �e lr /�0,14 House No. Street - Hamlet owner or Owners of Property: & v Suffolk County Tax Map No 1000, Section -79 _ (_Block Lot Subdivision Filed Map. Lot: Permit No. 3 7cF Date of Permit. Z/!: � Applicant: Health Dept.Approval: ` Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one). Fee Submitted: $1 Applicant Signature S�1FF01,� Town Hall Annex ��p COGy Telephone(631) 765-1802 54375 Main Road g Fax (631)765-9502 P.O. Box 1179 O • Southold, NY 11971-0959 y�j�l �.�0� roper.richertCaD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Corso Address: 165 Deer Run City:Southold St: NY Zip: 11971 Building Permit#: 37821 Section: 79 Block: 4 Lot: 17.21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: M & B Electrical Cont License No: 39331-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 7 CO Detectors Sub Panel 1-40 A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 1 Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Ll Other Equipment: inground swimming pool and pavillion to include, bonding,3-pool lights, gas heat 3-GFCI circuit breakers,1-paddle fan Notes: Inspector Signature: Date: Aug 1 2013 Electrical Certificate.xls TOWN OF SOUTHOLD BUILDING.-DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] 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 INSPECTOR ` OE So TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR / , OF SOUlyolo NV N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE Z l�i INSPECTOR SOUIyo� �o ���y00UNi`I,��Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG [ ] ELECTRIC REMARKS: DATE C INSPECTOR a�F so 1 V �co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 se INSPECTIO [ ] FOUNDATION 1ST [ ] ROU PL13G. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c 4A cn c V DATE flA13 INSPECTOR ho��OE SO�IyO�o % • �o n �y000MV,a� d 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 I INSPECTOR Of SOUI�olo o�ycoum N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] MN [ ] FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIR INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE / INSPECTOR i ' 1 FIELD CTXON REPORT DATE COMMENTS FOUNDATION(1ST) . �- ,b``I can c FOUNDATION(2ND) C�51 ROUGH FRAMING& y PLUMBING INSUL•ATION PEA N.Y. STATE ENERGY CODE d C/ Laz FINAL ADDITIONAL COMMENTS `�° (h o . m u 1 , cm • 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 Planning Board approval FAX:(631)765-9502 2c ) Survey SWtholdTown.NorthFork.net PERMIT NO. 7 0 ! Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined � 2, 20 ' Storm-Water Assessment Form Contact: ,,// Approved � Zl 20 [ Mail to: d I'ao& rl L L✓�PeS, "P' Disapproved a/c (1eJ N t/ //9 4Z Phone: 6,31 b D c 2 51f, Expiration " 3 t I� BUJ E � Building Inspector f...J 1 APPLICATION FOR BUILDING PERMIT FEB 13 2013 / Date ee-b • 1 3 ,20—L-3— INSTRUCTIONS BLDG.DEPT. TOWN(W..`j�'iik i n MLT 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,housin code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. n (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engine general contractor, ectrician,plumber or builder Name of owner of premises j,3/�64 C ws D (As on the tax roll or latest deed) If applicant is a c rporattion,si atu a of duly,auth rized officer (Name and title ofcbrporate officer) Builders License No. 411'37& Plumbers License No. Electricians License No W 33/ — Other Trade's License No. 1. Location o land on which propose work will be done: ,(fee Ho se Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. / Lot 2. State existing use and occupancy of pr rises and in nded use and occ p cy o proposed construction: a Existing use and occupancy i`�t��� q ti` b.+ Intended use and occupancy ( 4-f, /—Ak9111 B�') 3.o Nature of work(check which applicable):New Building Addition � Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost I�i d� X Fee (To be paid on filing this application) f n_ 5. If dwelling,number of dwelling units Number of dwelling units on each floor /'� If garage, number of cars �11 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. i� //. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories /8 Dimensions of entire new construction:Front Rear Depth Height Number of Stories ,4�// Size of lot:Front Reaz Depth 92) 3� r Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated A c, 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO I/ 13.Will lot be re-graded?YES 1/ NU Will excess fill be removed from premises?YES NO V 14.Names of Owner of rem'ses a Address Phone No. L 6�P2ZZS N�( Name of Architect MA i iP e l"6� Address kIPhone Phone No �Name ofContractorw� ti Address No. 2 0 5.6Iuajge-jAil 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YESA—NO C®NNBE D.131JNC@ *IF YES,PROVIDE A COPY. public,State of Nev,tfork Notary ,.O'.�w_ STATE OF NEW YO1tK) NO.®i B19�i1 E.� 0 SS: Qualified in Suflolla Cs�'t. d(� COUNTY OFF Commission Expires A01 14,2_-- P i d c( being duly swom,deposes and says that(s)he is the applicant sign' ontract)above named, (Name of individual (S)He is the rontractog 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. Swo to before me thijs- �Y of 20 Notary Public a e of Applicant I Town of Southold - Chapter 236 - Stormwater Management ��" �1 � SWPPP - Storm Water Pollution Prevention Plan Assessment Form - I GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPIJ NT NAME; G Own Ag n • dntContcoro PropflgWN E (IDI nttanApe leant)oe ddress: Address: Telephone#:/ D z�S� Faxfl: Telephones 911141 ZZ Fax#: E-MaS: .(0 E-Mail- i t°iryll OD Ctl� Cv! ey. (�Gor50 y r ! Property Address: %' J�f , f� Brief Description of Construction Activity,Proposed Structural BMPs,Soil 1000 8tabalization BMPs,Project Scope and/or Sequence of Conslntction Activity IPMVide Additions)Pe088 as Needed) i DtstrE1 acdian BbeN Le! r dune of an r andfor Contact Person Res ibis for Implementation of SWPPP: e(?� Address:1190 Talepbune#; ' 1 D l n Fax#:/ 1D �a1� .-_________________.-----_--_____.__,_ E-19aiL ' �� i81 e, M _ . -------------------------------,------- -------------------------------------------- Name of Persons Responsible for Installation&Mpintenance or ffroslon Control Practice: _-_._----------------------------------------- Address: r Telephone# Fax# --------------------------------------------- E-Mail: F ---------------------------------------- Total Area cfAll Total Area of Land Clearing 2 Project Parcels: ��/�35 andlor Ground Dislurhance: --------------------------------___---___-_-- (S.F.IAays) (S,F.IA—) 1 ProjectDuration: start End -.--___.,...______..___-__---__.__-._-,.,___.-_----__-- (AnWpated) Data. Date:, i ----------__..__..__._.....__.---,____.__ ____..____-_.__._____ tnum6erd Cdendereeyst r I Will this Project Dlsturbef lye(5)or More Acres at Any One Time During the Proposed Development 7 Yes No ----------------------..___.,_-..----------------- i r If YES:Please AnswertheFollowingl _..,.....,..._w.,......-------...._. _..--------------- a. Does the Applicant have a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No ` b. Does the SWPPP indicate How Frequently the Site List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: l i Inspections will Occur and for What Period of Time? Yes No _ (' _ _ --___ -_ -_- c. Does the SWPPP Adequately Identify Ali Temporary U Q I. and/or Permanent Soil Stabalization Measures? Yes No d. Does the SWPPP Adequately Identify a Complete 0 0 __ _...._._..................._._.............._........._._.__. _..._.-.._...._ I r Project Phasing Plan? Yes No Status of Impacted Waterbody:leg,TMOL,303(d)Listed,Impaired_) I e. Does the SWPPP Indicate Additional Site Specific = = Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eq.Lake.Creek,Bay,Pond,Sound,Freshwater Wetland...) Of Intent and SWPPP Acceptance Form for Review Q Q by the Town of Southold? Yes No STA1'F.OF NF.W YORK, , a�8ia91n5 ui Pe11!Iiant;3 ' COUNTY OF...........................................S5 °W�iS 1.9P1Ei EO'oiV I a° U to ejejS`opgnd fue;o That I ............... being duly sworn,deposes and says that�ietlgis � alt for ermit, ................................................. (Name of individual signing Document) Andthat he/she is the ......................................... .. .... ............................................................. •(Owner,Contractor,Agent,Corporate Ofcer,etc.) Owner and/or representative of the 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 herewith. Sworn to before me ibis- . � ' ............:C�).........................day of .1......... ....... �:7.y.........201.. D. Notary Public: t%.b..(1. ,K.� LC..2 1r1 C , to o BUNCH York hlY...... Sign. ....... New (SrgnatureoFApp&nnt) IVO.01BUb185o w j SWPPP Assessment FORM: 03-12 M inea in Suffolk County Coll mission Expires April 14,2611 i &L S jly �a o� Town Hall Annex � � Telephone(631)7654842 54375 Main Road P.O.Box 1179 • toner r ichertmown sou io nv us Southold,NY 1197I-0959 BUUMI NG DEPAItTNEi T TOWN OF SOUTHOIL D APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: j t Company Name: .- Name: C License No.: Address: °— hone No.: S36 72*c 74t. JOBSITE INFORMATION: (*Indicates required information) *Name: Co r'5 *Address: b e te 2u vx n� ,► r *Cross Street: *Phone No.: _ (,�t Lk Permit No.. �� 1 Tax•Map District: 1000 Se ctwri- Block: Lot: *BRIEF DESC`RIPTION OF WORT{(Please Print Clearly) { o►�: \� n (Please Circle.All That APPIY) *Is job ready for inspection: NO. Rough 1n Final you a Do yo need Temp Certi#icate: . YES!(9 - Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other *New Service: Re-oormecf Underground Number of Meters Change of Service Overhead Additional Information: -------. C � M APPLICATION MR I Mtequescfor-Irapedon Form 2013 BLDG.DET �f Y TOWN OF SOUTHOLD IO A,Q�' sOUry� Town Hall Annex 41 41 Telephone(631)765-1802 54375 Main Road �ax P.O.Box 1179 coQ roger.richert(Q 1own.t UU okny uS Southold,NY 11971-0959 �� BUIMING-DII'ARTMI'.NT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: ( 3 13 Company Name: r ash L Sc� c Name: J1 D2jt�S/l License No.: b 1:--1 Address: , f� po `�- ��,a e /fit M 2 - Phone No.: (P JOBSITE INFORMATION: (*Indicates required information) *Name: �fl v� C� p *Address: T k il *Cross Street: ), V1'ec� �. *Phone No.: Permit No.: Tax-Map District: 1000 Sectibn: � Block: Lot: % 7-2-f *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is jab ready for inspection: YES/,,WO Rough In Final 'rho-you need a Temp Certificate: YES! Temp Information(if needed) 'Service Size: 1 Phase 3Phase 10b 150 200 300 350 400 Other '(New Service: Re-connect ndergroun Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for Inspection Form DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION made by Zoumas Contracting Corp. this 27th day of February, 2004, a domestic corporation with offices located at (no#) Route 25A, P.O. Box 361, Wading River, New York 11792 hereinafter referred to as the DECLARANT, as the owner of premises described in Schedule "A" annexed hereto (hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1 . DECLARANT has made application to the Suffolk County Department of Health Services (hereinafter referred to as the DEPARTMENT) for a permit to construct, approval of plans or approval of a subdivision or development on the PREMISES. 2a. As a condition of approval by the DEPARTMENT of the subdivision or development application, the DECLARANT covenants that there shall be no conveyance of any plot unless public water is extended thereto in accordance with the approved plans on file with the DEPARTMENT. This shall not prevent a conveyance of the entire subdivision subject to this covenant. 2b. The DECLARANT, its successors, and/or assigns, covenant that the areas delineated and designated as open space on the subject parcel described in Schedule "A" annexed hereto, shall be sterilized and remain as open space for the express purpose of protecting the aquifer and water supply and shall be kept in its natural state, in perpetuity, excepting only property maintenance activities as may be appropriate to effectuate the foregoing purposes without impairing the essential nature and open character of the premises. This paragraph does not preclude the use of the open space area for passive recreational purposes. 3. The DECLARANT, its successors and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants, tenants and/or lessees of the above described property and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANT, its successors and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the covenants and restrictions. , 4 . All of the covenants and restrictions contained herein shall be construed to be in-,addition to and not in derogation or limitation upon any provisions of local, state, and federal laws, ordinances and/or regulations in effect at the time of execution of this agreement, or at the time such laws., ordinances, and/or regulations may thereafter be revised, amended, or promulgated. 5. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. 6. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of said agencies or the County of Suffolk to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may be . terminated, revoked or amended only with the written consent of the DEPARTMENT. B. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. 9. Local Law #32-1980 - The DECLARANT represents and warrants that he has not offered or given any gratuity to any official, employee, or agent of Suffolk County, New York state, or of any political party, with the purpose or intent of security favorable treatment with respect to the performance of an agreement, and that. such person has read and a iliar with the provisions of Local Law #32-19 a. Zo s Contra Cor . ouma s, r ACKNOWLEDGMENT STATE OF NEW YORK ) COUNTY OF SUFFOLK } On the day of February in the year 2004 before me, the undersigned, personally appeared John Zoumas personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual or the person upon behalf of which the individual acted, executed the instrument. Notary Public MEUSSA McGOWAN WWI P�State of New Yo* Quulfied In Suffolk Cou CWrWmss M EXPIM May 4.2k.4X0 i 1.. i ' r i SCHEDULE A DESCRIPTION OF PROPERTY DECLARANT - Zoumas Contracting Corp. H.S. REF. NO. or NAME OF SUBDIVISION - SIO-03-0014 (PROPERTY DESCRIPTION) SEE ATTACHED rr' • f 6� 4ca� •1• .1,,.r�r�.-.w:+`��rW�Y�si�: _ ---.�r...r.�r�K.rY�n'Frr•1:?.r:.•.�ffr4lr"r./Y�•I ' •rM� �� .r "frrJ�via.w.�4L+•NN rtJ.=1��.i1,n�enuL':a� '.. i`t• .1 r� 1,i t4 ZL• TITLE NUMBER: PAC-3549 AMENDED 312312004 SCHEDULE W DESCRIPTION ALL that certain plot, piece or parcel of land, situate,lying and being at Sayvlew, Town of Southold,County of Suffolk and State of New York,being more particularly bounded and described as follows: BEGINNING at a point on the north side of North Bayview Roil,where the same is intersected by the east side of Nord Bpyview Road;from said point of beginning running Wong the east side of North Bayview Road, North 02 degrees 39 minutes 20 seconds East 122.1 t feet to Map of BayWew Woods Estates; RUNNING THENCE along the easterly side of Map of Bayview Wood Estates (filed Map Number 5520)the following three(3)courses and distances: 1) North 26 degrees 50 minutes 50 seconds East,285.63 feet; 2) North 27 degrees 15 minutes 10 seconds Eask 130&15 feet 3) North 26 degrees 26 minutes 00 seconds Est 475A0 feet to the southerly . side of Anchor Lane; THENCE South 67 degrees 11 minutes 25 seconds East 256.63 feet; THENCE North 27 degrees 34 minutes 20 seconds East 18.47 feet; THENCE South 64 degrees 05 minutes 10 seconds East along the southerly side of Anchor Lane 175.20 feet to a point; THENCE along the westerly,southerly and easterly side of subdivision Harbor Lights Estates, Section Four(filed Map Number 7703)and Harbor Lights Section I,filed Map 4362,the following eight(8)courses and distances: 1) South 25 degrees 54 minutes 50 seconds Wes% 129.60 feet; 2) South 25 degrees 50 minutes 30 seconds West 90.40 feet 3) South 30 degrees 48 minutes 30 seconds West,763.46 feet; 4) South 27 degrees 25 minutes 20 seconds West, 133SI feet; 5) South 57 degrees 33 minutes 30 seconds East, 384.65 feet; 6) North 26 degrees 24 minutes 00 seconds East, 337.46 feet; 1 7) North 47 degrees 08 minutes 30 seconds East,302.85 feet; 8) North 37 degrees 25 minutes 40 seconds East 120.94 feet to land now or formerly of Bertos; THENCE along last mentioned land the following three(3)courses and distances: 1) South 64 degrees 05 minutes 10 seconds East,215.00 feet; 2) North 26 degrees;54 minutes 50 seconds East,100.00 feet-; 3) North 64 degrees 05 minutes 10 seconds West,215.00 feet to Map of Harbor Lights Section Thirteen Map#4362; THENCE along last mentioned land,the following two(2)courses and distances: 1) North 25 degrees 54 minutes 50 seconds East, 100.00 feet; 26,, 2) South 64 degrees 05 minutes 16 seconds East,446.00 feet to Map of Harbor L* i Lights Section Three,Map#5147; �f 6 I THENCE the following five(5)courses and distances along the westerly and southerly sides of the subdivision Harbor Lights Estates Section Three; 1) South 26 degraees 15 minutes 40 seconds West,582.27 feet; 2) Soft 45 degrees 88 minutes 20 seconds West,20&62 feet; 3) South 32 degrees 21 minutes 30 seconds West,344.39 feet; 4) South 17 degrees 01 minute 50 seconds West,500.00 feet; 5) S xdb 73 degrees 05 minutes 20 seconds East;70.00 feet to land now or formerly of Schroeder; THENCE along Bald land,South 17 degrees 01 minute 50 seconds West, 170.32 feet to the north side of North Bayvlew Road; THENCE along the north side of North Bayview Road, the following three(3) courses and distances: 1) North 73 degrees 05 minutes 20 seconds West,975.14 foot; 2) North 72 degrees 56 minutes 00 seconds Wes%180.22 feet; 3) North 73 degrees 51 minutes 20 seconds West,240.67 feet to the point or place of BEGINNING. EXCEPTNrG from the above4emribed premises the recharge basin as shorn on Map of Harbor Lights Estate,motion 4, Map No.7703 and Lot No.6 as shown on the ft of Harbor Lights Estates,Section 4,Map No.7703 and to the extent title my not be In the grantor to that lot property identified on the Suffolk County Tax Map as 1000-079.00.04.00-017.014 being a parcel 100 feet x 215 feet IIN 01\ "IV6 y �L k •f; '1 f � • SCHEDULE B CONSENT OF MORTGAGEMIENOR DECLARANT - ZOUMAS CONTRACTING CORP. H.S. REF. NO. or NAME OF SUBDIVISION - S10-03-0014 NONE i ;M* �r yIO+YY.id•• � �•i..'+i.+.�itnwrAM�IM�Y�µ�y�. SOUTHOLD TOWN PLANNING BOARD DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION made by Zoumas Contracting Corp. doing business at Route 25A, Wading River, New York this J/'" day of June. 2004, hereinafter referred to as the DECLARANT, as the owner of premises described in Schedule "A" annexed hereto (hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1. DECLARANT has made application to the SOUTHOLD TOWN PLANNING BOARD (hereinafter referred to as the PLANNING BOARD) for approval of a conservation subdivision on the PREMISES. 2. This subdivision and the owner of each lot shall comply with the New York State Pollution Discharge Elimination System (SPEDES) requirements. The SPEDES permit requires, at a minimum, that an erosion and sediment control plan be prepared for any construction activity that disturbs one or more acres. The Storm-water Pollution Control Plan requires erosion control planning, site management and sediment control by all landowners . This erosion and sediment control plan has been filed with the Planning Board and a "Notice of Intent" forwarded to New York State Department of Environmental conservation, in accordance with "General Permit for Storm-water Runoff from Construction Activity" (GP-02- 01) , Albany, New York. 3 . As a condition of approval by the PLANNING BOARD of the subdivision or development application, the DECLARANT covenants that a 50 foot Natural & Undisturbed Vegetative Retention Buffer runs along lot 1, lot 2, and lot 5 which is depicted on the subdivision plat. It is hereby understood that the Natural & Undisturbed Vegetative Retention Buffer is intended to preserve the existing trees and natural growth and provide a natural habitat_ No Clearing is permitted in the Natural & Undisturbed Vegetation Buffer, except ordinary and proper maintenance and removal of diseased, decayed or dead vegetation, and obnoxious plant, provided that the area in which maintenance activity is conducted will be re-vegetated in accordance with an approved plan by the Southold Town • Planning Board with species native to the State of New York. Notwithstanding the above, the Natural & Undisturbed Vegetative Retention Buffer may be supplemented with additional native vegetation. 4 - As a condition of approval by the PLANNING BOARD of the conservation subdivision, the DECLARANT covenants that on lots 1 through 5 clearing shall be limited to a total of one acre. The location of the c earing s all be at ' the iscretion of the owner as long as the aggregate land area cleared does not exceed one acre. The limitation on clearing shall not prohibit the proper landscaping and maintenance of the vegetation,- including but not limited to removal of diseased, decayed or dead vegetation and obnoxious plant species. Specifically permitted throughout the entire property is the planting of additional native plants, or replacing trees and other vegetation with comparable native species. 5. Lot 7 identified as Open Space on the subdivision map contains 37.7066 acres purchased by the Town of Southold and an additional 1.34 acres which has been clustered from an "out parcel" owned by Reese. 6. The declarant hereby reserves a 30' drainage easement between Lot 4 and Lot 5 more particularly described in Schedule "B" annexed hereto. The drainage easement contains dry wells and subsurface structures. Upon the dedication of the road, said 30 , drainage easement is granted to the Town of Southold for access over and under said easement area for the continued use and maintenance of subsurface structures. 7. All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provisions of local, state, and federal laws, ordinances, and/or regulations in effect at the time of execution of this agreement, or at the time such laws, ordinances, and/or regulations may thereafter be revised, amended, or promulgated. S . The aforementioned Restrictive Covenants shall be enforceable by the Town of Southold, State of New York, by injunctive relief or my any other remedy in equity or at law. The failure of said agencies or the Town of Southold to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. 9 . These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may be terminated, revoked or amended only with the written consent of the PLANNING BOARD. 10 . If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or be held to unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. ZaxlPas Cant ct ' g .Corp. �--e� oumas, nt STATE OF NEW YORK SS: COUNTY OF SUFFOLK I EDWARD P. ROMAINE,CLERK OF THE COUNTY OF SUFFOLK AND CLERK OF THE SUPREME COURT OP THE STATE OF NEW YORK IN AND FOR SAID COUNTY(SAID COURT BEING A COURT OF RECORD) DO HEREBY CERTIFY THAT I HAVE COMPARED THE ANNEXED COPY OF `� DEED LIBER 1 3 � AT PAGE O 3 RECORDED ' —(10 AND THAT IT IS A JUST AND TRUE COPY OF SUCH ORIGINAL DECLARATION AND OF THE WHOLE THEREOF. IN TESTIMONY WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED THE SEAL OF SAID b6UNTY AND COURT THIS DAY OF dl *(f ae%A CLERK l 1 STATE OF NEW YORK ) ss.. COUNTY OF SUFFOLK } On the,21 day of June,2004,before me,the undersigned,a notary public in and for said State, personally appeared John Zoumas personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me.that he executed the same in his capacity,and that by his signature on the instrument,the individual,or the person upon behalf of which the individual acted,executed the instrument. liccc Laa.0 I11�. ��� Notary Public MELISBA McGOWAN Notary Punic,State of Now York N0.4995913 Ouatifled in Suffolk C.Guw�:t: OwmWsion Expires May 4, TITLE NUMBER: PAC-3549 AMENDED 3/23/2004 SCHEDULE "A" DESCRIPTION ALL that certain plot, piece or parcel of land, situate, lying and being at Bayview, Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a point on the north side of North Sayview Road, where the same is intersected by the east side of North Bayview Road; from said point of beginning running along the east side of North Bayvlew Road, North 02 degrees 39 minutes 20 seconds East 122.11 feet to Map of Bayview Woods Estates; RUNNING THENCE along the easterly side of Map of Bayvlew Wood Estates (filed Map Number 5520)the following three(3)courses and distances: 1) North 26 degrees 50 m1nutet50 seconds East, 285.63 feet; 2) North 27 degrees 15 minutes 10 seconds East 1308.15 feet; 3) North 26 degrees 26 minutes 00 seconds East, 475.00 feet to the southerly side of Anchor Lane; THENCE South 67 degrees 11 minutes 25 seconds East 256.63 feet; THENCE North 27 degrees 34 minutes 20 seconds East 18.47 feet; THENCE South 64 degrees 05 minutes 10 seconds East along the southerly side of Anchor Lane 175.20 feet to a point; THENCE along the westerly, southerly and easterly side of subdivision Harbor Lights Estates, Section Four(filed Map Number 7703) and Harbor Lights Section I, tiled Map 4362, the following eight(8) courses and distances: 1) South 25 degrees 54 minutes 50 seconds West, 129.60 feet; 2) .South 25 degrees 50 minutes 30 seconds West 90.40 feet; 3) South 30 degrees 48 minutes 30 seconds West, 763.46 feet; 4) South 27 degrees 25 minutes 20 seconds West, 133.91 feet; 5) South 57 degrees 33 minutes 30 seconds East, 384.55 feet; 6) North 26 degrees 24 minutes 00 seconds Fast, 337.46 feet; 7) North 47 degrees 08 minutes 30 seconds East, 302.85 feet; 8) North 37 degrees 25 minutes 40 seconds East 120.94 feet to land now or formerly of Bertos; THENCE along last mentioned land the following three(3)courses and distances: 1) South 64 degrees 05 minutes 10 seconds East, 215.00 feet; 2) North 25 degrees 54 minutes 50 seconds East, 100.00 feet; 3) North 64 degrees 05 minutes 10 seconds West, 215.00 feet to Map of Harbor Lights Section Thirteen Map#4362; THENCE along last mentioned land, the following two (2) courses and distances; 1) North 25 degrees 54 minutes 50 seconds East, 100.00 feet; 2) South 64 degrees 05 minutes 10 seconds East, 446.00 feet to Map of Harbor Lights Section Three, Map#5147; THENCE the following five(5) courses and distances along the westerly and southerly sides of the subdivision Harbor Lights Estates Section Three; 1) South 26 degrees 15 minutes 40 seconds West, 582.27 feet; 2) South 45 degrees 58 minutes 20 seconds West, 208.62 feet; 3) South 32 degrees 21 minutes 30 seconds West, 344.39 feet; 4) South 17 degrees 01 minute 50 seconds West, 500.00 feet; 5) South 73 degrees 05 minutes 20 seconds East, 70.00 feet to land now or formerly of Schroeder; THENCE along said land, South 17 degrees 01 minute 50 seconds West, 170.32 feet to the north side of North Bayview Road; THENCE along the north side of North Bayview Road, the following three (3) courses and distances: 1) North 73 degrees 05 minutes 20 seconds West, 975.14 feet; 2) North 72 degrees 56 minutes 00 seconds West, 180.22 feet; 3) North 73 degrees 51 minutes 20 seconds West, 240.67 feet to the point or place of BEGINNING. EXCEPTING from the above-described premises the recharge basin as shown on Map of Harbor Lights Estate, Section 4, Map No. 7703 and Lot No. 6 as shown on the Map of Harbor Lights Estates, Section 4, Map No. 7703 and to the extent title may not be in the grantor to that lot property identified on the Suffolk County Tax Map as 1000-079.00-04.00-017.014 being a parcel 100 feet x 215 feet. TITLE NUMBER: PAC•3549 SCHEDULE "B"DESCRIPTION 30'WIDE DRAINAGE EASEMENT ALL that certain plot, piece or parcel of land, situate, lying and being at Southold,Town of Southold, County of Suffolk and State of New York,more particularly bounded and described as follows: BEGINNING at a point on the northerly side of North Bayview Road where same is intersected by the westerly side of Road 'A; THENCE the following(4) courses and distances: 1) Along an arc of a curve bearing to the left having a radius of 25.00 feet, a distance along said curve of 39.27 feet; 2) North 16 degrees 54 minutes 40 seconds East, 158.84 feet; 3) Along an arc of a curve bearing to the left having a radius of 25.00 feet, a distance along said curve of 27.47 feet; 4) Along an arc of a curve bearing to the right having a radius of 85.00 feet, a distance along said curve of 56.67 feet to the true point or place of beginning; THENCE North 87 degrees 41 minutes 29 seconds West, 298.36 feet; THENCE North 12 degrees 43 minutes 46 seconds East, 30.50 feet; THENCE South 87 degrees 41 minutes 29 seconds East, 298.36 feet to the westerly side of Road 'A'cul-de-sac; THENCE along the westerly side of Road'A'cul-de-sac along an arc of a curve bearing to the left having a radius of 85.00 feet, a distance along said curve of 30.16 feet to the true point or place of BEGINNING. T 7 L � A C OPEN S p 235 2� SFNo: a o 48.39 f i 0 112" �12" V1 0 24� 58'' E i it �12" N 72 I + INK Fc12 o% �. Via" i ! ®6. ®. i s" 6 " 12" I I � '2 I 012. r t� MOH. I I 6 i 2" • FND. 3.2S I � I II j ®8. / 8. I 24" 1 I I 1 / w ® N x42.79 p(ldPo�1Oco /) 2/ 8" / cal i c1c,12 - �' // // / i ®08. 8" LOT 3 " 12" 0 1'V'• ��� 6"12 2086" O I /� 8. err." 12*. 119.1 cl G='." �'��'���`.. `< CQ / 1141, 50.37to / % / / / / '� 19 h 8"�x�" / a kJ / 12 / a m o / QAR� 5037 I 0; 3 QQQ. ,38 I Gr ��� 4 X 50.99 �• / / / I I o I cN 7 p I 12" / / / / .�I tih I I l O •na'I / g!,I I I `� 12" / / a g @12. 12. y Q�0 a" / // I ` o 50.48 1 o rrw,A� 1 W // I I 1 �C' R I �I O •�� 12" bo CID 7 \\ �\ 50.33 �44.84 INLET I 1 \N Lo /�" �• -� � �� -44.56 \ �o Y �� s / A FEN.CORN. I 6' CHAIN U K FENCE 1 E A S E M N 0.I N, 2.4'E N 87041*2900 TAT 4' DEER FENCE II" 3.5N 298. LOT 5 c3(j SURVEYOF DDO -LPjl-PjR T Y LOT 4 X MAP OF 3 Y ZOUMAS CONTRACTING CORP. FILED:OCT. 10, 2004 - MAP #:11166 0 SITUATE a BAYVIEW " TOWN OF SOUTHOLD " SUFFOLK COUNTY, N.Y. SURVEYED: JAN. 29, 2013 ADDED POOL/PAV./PAT.: FEB. 12, 2013 c � NOTES: a? 1. PROPERTY KNOWN AS TAX MAP# 1000-79-4-17.21 3 2. LOT AREA = 82,635.62 SQ.FT, (1.897 ACRE(S)) W 3. THIS SURVEY WAS PREPARED USING A TRIMBLE > S3 ROBOTIC TOTAL STATION. N 4. ELEVATIONS REFER TO AN ASSUMED DATUM. m 0 a COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. Z 1^IY/TO � w w �pF NF�,t, uj � 1 3 r o � � U O 05039� ,•l0� �� V�QLAND STANDARD NOTES: Y ...v 1. COPYRIGHT 2012 MICHAEL K. WICKS LANE) SURVEYING m 0 MICHAEL K. WICKS, P.L.S. #50390 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A L LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW, E MICHAEL K. W ICKs 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL /^ ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL u WORK AND OPINION. 3 LAND SURVEYING CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF Y PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE - ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS °y 200 BELLE VIEW AVENUE, LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE CENTER MORICHES, NEW YORK 11934 LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP, E VOICE: 631.874.0156 - FAX.• 631.909.3845 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS AND OFTENd RECORDS OF RICHARD C. DRAKE IMPROVEMENTS KNOWN OR ENCROACHMENTS SE EXIST ORTI ARE ESHOWN ATHEUNDERGROUND NY 0 IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. n' SCALE: SURVEYED BY: DRAWN BY: SHEET: 7. THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE 1"=30' M.S./J.S. A.C. 1 OF 1 ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER U TYPE OF CONSTRUCTION. U GENERAL NOTES DESIGN LOADS CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GENERAL NOTES: DIVISION 03 DIVISION 06 CONTINUED 'ROOF LOADS: GROUND WIND SEISMIC 5UBJEGT TO DAMAGE FROM: WINTER ICE- SHIELD ALL WORK SHALL GONFORM WITH THE NEW YORK STATE UNIFORM ALL ITEMS SPECIFIED ARE TO ESTABLISH QUALITY OF WORK, CONCRETE: GROUND SNOW LOAD 45 psf-TABLE R301.2(5)RESIDENTIAL CODE OF N.Y.S. (p. 31) DEAD LOAD 15 sf SNOW SPEED GA51GN DE516N UNDERLAYMENT FIRE PREVENTION AND BUILDING CODE, AND ENERGY PRODUCTS OF OTHER MANUFAGTURER'5 EQUAL IN DESIGN, - ALL 5TTRUGTURAL LUMBER (JOISTS, 5TUD5,RAFTER5, ETGJ p LOAD CATEGORY WEATHERING DEPTHFROST LINE TERMITE DELAY TEMP �REQUNRED CONFORM TO THE FOLLOWING CODES AND STANDARDS, ,ATTIC LOADS: DEPTH CONSERVATION CODES , LATEST EDITIONS. COLOR AND QUALITY MAY BE SUBSTITUTED IF APPROVED BY SHALL BE GON5TRUGTION GRADE DOULAS FIR-5URFAGE STORAGE 20 sf-TABLE 4-1 ASCE 13 THE ARGHITEGT A5 MEETIN6 ESTABLISHED DESIGN AND LATEST EDITIONS: DRIED TO MAX. 14% MOISTURE GONTENT, 5TRE55 GRADED P (P ) NON-STORAGE 10 sf-TABLE 4-1 ASCE 1 45 P5F 120 MPH G 33-50 SEVERE 36" MODERATE TO SLIGHT TO NOTIFY ALL GORPORATIONS, ADJAGENT PROPERTY OWNERS, FUNCTIONAL CRITERIA. -AMERICAN CONCRETE INSTITUTE #302�REGOMMENDED LUMBER. LUMBER SHALL HAVE THE FOLLOWING MINIMUM P (p 3) HEAVY MODERATE 11° YES UTILITY COMPANIES AND/OR LOGAL AUTHOiRITIE5 OWNING PRAGTIGE FOR GONCRETE FLOOR AND 5LA13 CONSTRUCTION, ST-RE55 PROPERTIES: ]FLOOR LOADS: CODE USED: BUILDING CODE OF NEW YORK STATE GONDUIT, WIRES, PIPES OR OTHER UTILITIES RUNNING TO OR ON ALL WORK SHALL BE EXECUTED IN AGGORDANGE WITH THE #301 5PEGIFIGATION5 FOR STRUCTURAL GONCRETE FOR LIVE LOAD 40 psf-TABLE 4-1 ASCE(p. 13) EXP05URE GATEGORY- BLD6 15 LOGATED WITHIN I MILE OF GOA5T LINE THE PROPERTY OR IN THE AREAS AFFECTED BY THI5 BEST-AGGEPTED TRADE PRAGTIGE5 AND A5 PER BUILDINGS, #50 BUILDING CODE REQUIREMENTS FOR FB= q00 P.5.1. DEAD LOAD 10 psf GON5TRUGTION AND / OR OTHERWISE-REQUIRED BY THE TOWN MANUFACTURER'S RECOMMENDATIONS. CONCRETE. FV= 15 P.5.I. 'WALL LOADS: w OR LOCAL AGENCIES HAVING JURI50IGTION. GAP ALL E= 1,100,000 SINGLE USE ABANDONED UTILITY LINES IN AGGORDANGE WITH THE THE CONTRACTOR SHALL GARRY WORKMAN'S GOMPEN5ATION - CONCRETE REINFORGIN6 STEEL INSTITUTE MANUAL OF DEAD LOAD 15 psf "ItfirMINATELY" O INSTRUCTIONS FROM UTILITY COMPANIES OR LOCAL AUTHORITIES AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL STANDARD PRACTICE. -ALL STRUCTURAL LUMBER SHALL COMPLY WITH AND BE WIND LOAD: 120 mph ENCLOSE POOL TO CODE HAVING JURISDICTION- OBTAIN ALL REQUIRED BUILDING PERMITS, APPROVALS, EREGTED IN AGGGORADNGE WITH THE NATIONAL FOREST UPON COMPLETION Z UNDERWRITERS CERTIFICATE, INSPECTIONS, "G OF 0", AND/OR - AMERIGAN SOCIETY OF TESTING MATERIALS (A5TM) PRODUGT5 ASSOCIATION'S NATIONAL DE516N SPECIFICATION FROM FIGURE 6-lc ASCE(p.40) BEFORE"WATER" ► ROD A,%� NOTED ~� FROM FIGURE RA01.2(4)RESIDENTIAL CODE OF N.Y.S.p.30) THE GENERAL GONTRAGTOR SHALL BE 50LELY RESPONSIBLE GOMPLETION FOR ALL WORK INDICATED FOR AGENGIE5 HAVING STANDARDS A5 NOTED. FOR WOOD GON5TRUGTION, LATEST EDITION. (UPLIFT: WIND EXPOSURE"B" CATEGORY DATE: -� . �2-FOR DETERMINING THE: EXACT LOCATION OIF ANY EXISTING JURI5DICTION. DRYWELLS GE55POOl_5 SEPTIC TANKS AND UTILITIES, -(I.G.G.) INTERNATIONAL CODE GOUNGIL, AND ALL OTHER -ALL LUMBER SHALL BE GRADE MARKED. FROM AF&PA WFCM RETAIN STORM WATER RUNOFF `�� B P2_ U`) W UNDERGROUND PIPING OR 5TRUGTURE5 THAT MAY INTERFERE CONTRACTOR 15 TO SUPPLY OWNER, IN WRITING, A WAIVER OF LOCAL CODES AND AUTHORITIES. STRUCTURAL WOOD FRAMING MEMBERS SHALL BE STAMPED ',SEISMIC LOAD: CATEGORY"C" PURSUANT TO CHAPTER 236 FEE. � � 8Y:�.�� W Q � WITH NEW WORK OR DEMOLITION AND TO PIROTEGT SAME FROM ALL LIENS FOR HIMSELF AND ALL SUPPLIERS AND AND GRADED AS FOLLOWS: OF THE TOWN CODE. NOTIFY BUILDING DEPARTMENT AT 000 ANY DAMAGE. THE REPAIR OF ANY DAMA6E DUE TO NEW SUBCONTRACTORS, AT THE TIME OF EAGH PAYMENT REQUEST. - NO GONCRETE OR MASONRY WORK SHALL BE DONE DURING RAFTERS AND JOISTS: DOUGLAS FIR NO.2 OR CONSTRUCTION 765-1802 8 AM TO 4 PM FOR THE GON5TRUGTION OR DEMOLITION 15 THE-RE51PON51BILITY OF THE TEMPERATURES OF 40 DEGREES F. AND FALLING. NO GRADE NAILING SCHEDULE FOLLOWING INSPECTIONS: x O GENERAL CONTRACTOR. DO NOT SCALE DRAWIN65 WRITTEN DIMENSIONS SHALL HAVE GONCRETE SHALL BE PLACED ON FROZEN 5URFAGE5. NO STUDS : DOU6LA5 FIR NO.2 OR GON5TF'UGTI ON GRADE 1. FOUNDATION - TWO REQUIRED C) PRECEDENCE OVER 5GALED DIMENSIONS. ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PE-RM155ION TAKEN FROM THE ANSI/AF & PA WOOD FRAME CONSTRUCTION MANUAL FOR POURED CONCRETE O THE GENERAL CONTRACTOR SHALL BEREPON5IBLE FOR OF THE ARCHITECT. - PROVIDE 16 6A. PREFABRICATED GALVANIZED STEEL J015T FOR ONE & TWO-FAMILY DWELLING (TABLE 3.1) 2. ROUGH - FRAMING & PLUMBING REPAIR AND/OR REPL.AGEMENT OF ANY ITEM OF EXISTING LARGE SCALE DETAILS SHALL HAVE P'REGEDENGE OVER HANGERS FOR ALL FLUSH FRAMED CONDITIONS, AS 3. INSULATION( C,� (1� GON5TRUGTION THAT 15 TO REMAIN OR THAN 15 DAMAGED SMALLER SCALE DRAWINGS. - CAST-IN-PLACE CONCRETE SHALL CONSIST OF PORTLAND MANUFAGTURED BY 'SIMPSON' OR APPROVED EQUAL. HANGERS ,Joint Description # of # of Nail Spacing 4. FINAL - COINSTRUCTION MIST DURING NEW GON5TRUSTION. CEMENT, SHALL BE THE APPROPRIATE 51ZE FOR THE SUPPORTED Common Nails Box Nails [ 000 (A5TM GI50 TYPE I TYPE III IF APPROVED BY _ _ BE COMPLETE FOR C.O. �--� THE ENTIRE PREMISES, IN51DE AND OUT,SHALL BE KEPT EN6INEERJ STONE MEMBER WITH THE SPECIFIED NUMBER OF FASTENERS. INSTALL -- -- AGOREGATE MIX (A5TM 53) WITH POTABLE ROOF FRAMING ALL CONSTRUCTION SHALL MEET THE THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE REASONABLY GLEANED OF ALL DEBRIS AND EXCESS WATER. ACHIEVING A MINIMUM COMPRESSIVE STRENGTH OF IN ACCORDANCE WITH MANUFACTURERS 5PEGIFIGATION5. - -- -------- -- O -- REQUIREMENTS OF THE CODES OF NEW MATERIALS, To THE 5ATI5FAGTION OF THE OWNER, INCLUDING 3000 PSI AT AGE 28 DAYS. CONCRETE FOR SLABS ON ]Rafter to Top Plate (Toe-nailed) - (3) 8d or 3 1od Per Rafter F4. . ° YORI< STATE. NOT RE`PONS!BLC FOR PERFORMANGE OR THE WORK OF THE GENERAL GONTRAGTOR, - ( ) I c OWNER OR ANY OTHER 5UBGONTRAGTOR5 'NOR SHALL HE LABELS AND PROTECTIVE GOATINC25 ON ALL MATERIALS. AT - PROVIDE 50LID BLOCKING UNDER ALL UNSUPPORTED EDGES - ' GROUND SHALL HAVE A 28-DAY STRENGTH OF 4,000 P51. Iceiling Joist to Top Plate (Toe-nailed) (3) 8d—or—(3) 10d Per Joist DESIGN OR CONSTRUCTION ERRORS. GUARANTEE THEIR PE9�FORMANGE, THE COMPLETION OF WORK, THE GONTRAGTOR SHALL REMOVE OF PLYWOOD. U ALL WASTE MATERIALS,TOOLS,RUBBISH, ETG.,GLEAN ALL # of 16d common . - CONCRETE FOR 5TRUGTUR.AL MEMBERS SHALL BE FLAGED THE ARGHITEGT SHALT_ NOT HAVE CONTROL OVER OR CHARGE GLASS AND LEAVE WORK BROOM SWEPT UNLESS OTHE:RWI5E TO THE FULL DEPTH OF THE MEMBER IN ONE OPERATION. - ALL GAP PLATES TO BE DOUBLED. LAP GAP Roof Pitch nails or 40d box Nail Spacing OF AND SHALL NOT BE iZE5PON51BLE FOR CONSTRUCTION SPECIFIED. HORIZONTAL JOINTS ARE NOT PERMITTED UNLESS 5HOWN ON PLATES AT CORNER. nails per joint ` OCCUPANCYy MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR PLAN OR SECTION. - - - - A.�` FOR SAFETY PREGAUTION5 AND PR06RAM15 IN CONNECTION WITH CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL AND - ALL NAILS, BOLTS,RODS, STRAPS, J015T HANGERS, AND Ceiling Joist to Parallel Rafter(Face-nailed) 3:12 29 Each Lap �� I� !UNLAWFUL THE WORK SINGE THESE ARE SOLELY THE GENERAL EGUIPMENT AS EQUIPMENT SHALL BENENWE55 ANDOOFH B 51T NOTED. ALL HE REINFORCING STEEL: OTHER FRAMING HARDWARE TO BE HOT DIPPED GALVANIZED. ]16" o.c. (Max. Span= 36'-0") 4:12 22 Each Lap `'j GONTRAGTOR'5,RESPONSIBILITY UNDER THE GONTRACT FOR -- - - - -- - - - GON5TRUGTION. THE ARCHITECT SHALL NOT BERESPON5I13LE GONTRAGTOR SHALL FULLY GUARANTEE H15 WORK AND THE -REINFORCING, BAR5 SHALL CONFORM TO A5TM STANDARD 5:12- 18 Each Lap Y�iTHOUT CERTIFICATE W MANUFACTURED LUMBER: -- - - w FOR THE GENERAL GONTRAGTOR'5 5GHEDUJLE5 OR FAILURE TO WORK OF HIS 5UBGONTRAGTOR5 FOR A PERIOD OF ONE YEAR A-615 GRADE 60, FOR DEFORMED BILLET STEEL, TIES AND 7:12 13 Each La CARRY OUT THE WORk: IN ACCORDANCE WIITH THE GONTiZAGT AFTER COMPLETION OF THE PROJECT UNLE55 OTHERWISE STIRRUPS SHALL BE GRADE 40. -THI5 WORK INCLUDES THE COMPLETE FURNI5HIN65 AND p �1i^ OCCUPANCY O 9:12 10 Each Lap DOCUMENTS. THE A-R(,HITEGT SHALL NOT HEAVE CONTROL OVER SPECIFIED. INSTALLATION OF ALL MIGROLLAM LUMBER BEAMS AS 5HOWN - - - 12:12 8 Each La �>:. ' , ;....,. �:.... .. ... . ram- OR CHARGE OF ACTS OR OM1551ONS OF TEHE GENERAL -REINFORCING SHALL BE AGGURATELY INSTALLED TO THE IN THE DRAWINGS, HEREIN 5PEGIFIED AND NECESSARY TO p GONTTRAGTOR, 5UBGONTRAGTOR5 OR THEIRS A6ENT5 OR THE GONTRAGTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE REQUIRED ELEVATION AND CHAIRED OR SECURELY TIED IN COMPLETE THE WORK. (Ceiling Joist Laps Over Partitions (Face-nailed) 3:12 29 Each Lap ;0 ' OWNER ARCHITECT, AND THEIR AGENTS AND EMPLOYEES FROM - EMPLOYEES, OR OF ANY OTHER PERSONS FPERFORMIN6 PLAGE 50 AS TO PREVENT P15LOGATION DURING GONGRETE 116" o.c. (Max. Span= 36'-0") 4:12 22 Each Lap PORTIONS OF THE WORK. AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, PLACEMENT. FABRICATION AND PLACEMENT SHALL COMPLY WITH - - - ---- - THE MIGROLLAM LUMBER BEAMS SHALL BE MANUFACTURED INGLUDING ATTORNEY5 FEES A-R151N6 OUT OF OR`RESULTING FROM MIGROLLAM BRAND PARALLEL LAMINATED VENEER 5:12 18 Each Lap MANUAL OF STANDARD PRACTICE CR51 MSP-I-86 AND AGI 301 - -- -p CON]PLY WITH ALL CODES OF ,.. REMOVE AND REPLAGE ANY AND ALL DAN•1AGED, ROTTED OR FROM THE PERFORMANGE OF THE WORK PROVIDED THAT ANY "5PEGIFIGATION5 FOR STRUCTURAL CONCRETE FOR BUILDINGS", LUMBER UTILIZIN6)(o" ORYe" THICKNESS DOUGLAS FIR VENEER 7:12 13 Each La - - - NEW YORK STATE & TOWN CODES OTHERWISE UNSOUND FRAMING. REPLAGEMIENT FRAMING MUST SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) 15 ATTRIBUTABLE GHAPTER 5. GLUED UP IN GONTINUOU5 PIEGE5 WITH ALL GRAIN PARALLEL 9:12 10 Each Lap .,e BE OF PROPER SIZE AND BEARING TO SUPPPORT ANY AND ALL TO BODILY INJURY, 51GKNE55, DISEASE OR DEATH OR TO WITH THE LENGTH OF THE MEMBER. LAMINATED VENEER -- - - AS REQUIRED AND CONDITIONS OF 12:12 8 Each Lap LOADS IMPOSED. INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER - EINFORGIN6 BARS NOTED CONTINUOUS (CONY.) SHALL BE LUMBER SHALL BE OF 51NOLE ONE PIECE LENGTH, FREE OF THAN THE WORK ITSELF) INCLUDIN6 THE L055 OF USE�RE5ULTIN5 LAPPED AT 5PLIGE5 AND HOOKED AT NON-GONTINUOU5 ENDS. FINGER JOINTS, 5GARF JOINTS, OR MEGHANIGAL ]Blocking to Rafter(Toe-nailed) 2) 8d or 2 10d Each End SOUTHOLDTOwN ZBA PROVIDE AND INSTALL ALL FIRE STOPPING, CATS, BLOCKING, THERE FROM. (B) IS CAUSED IN WHOLE OR IN PART BY ANY UNLE55 SHOWN OTHERWISE ON DRAWINGS LAP 5PLIGE5 SHALL GONNEGTION5 IN FULL LENGTH. ]Rim board to Rafter(End-nailed) 2 16d or 3 16d Each End THO PLANNING BOARD ETC. AT EXTERIOR WALLS AND BEARIN5 W1ALL5 AND A5 ---- SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED N 4o TIMES THE BAR DTAM. ROOF SHEATHING REQUIRED BY CODE AND/OR JOB CONDITIONS AND IN NEGLIGENT ACT OR OMISSION OF THE GONTRAGTOR,ANY NOT BE LE55 THAN - VENEERS SHALL BE DRIED A5 REQUIRED. ADHESIVE USED - - _ - - - --_ - --- --- _ � U I HOLD � ^'!J TRUST EES AGGORDANGE WITH STANDARD AGGEPTABfLE PRAGTIGE. BY ANY OF THEM, OR ANYONE FOR WHOSE AGT5 MAY BE LIABLE M15G. HARDWARE AS APPROVED BY G.R.5.1. TO LAMINATE THE VENEER SHALL BE WATERPROOF, MEETING 'Structural Panels (Plywood) 8d 10d 6" O.C. THE-REQUIREMENT5 OF A5TM D-255q-16, UNIFORMLY APPLIED ___ N.Y.S,DEC, iZEGA�RDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY W THE GONTRACTOR SHALL V151T THE 51TE AND VERIFY ALL PARTY INDEMNIFIED HEREUNDER. TO THE VENEER AT THE REQUIRED SPREAD RATE. CONDITIONS. ANY0I5GREPANGIES,V0105 OR PROBLEMS SHALL PLACEMENT: CLIPPING DETAILS ►-.� BE REPORTED TO THE: ARCHITECT BEFORE: SUBMISSION OF BID. ALL DIMENSIONS AND CONDITIONS ARE TO BE FIELD VERIFIED. - SLUMP SHALL NOT BE MORE THAN FOUR OR LE55 THAN TWO - MIGROLLAM LUMBER BEAM5 SHALL BE DE516NED TO MEET x A 5UBMI55ION OF BID SHALL IMPLY GONTR:AGTOR ACCEPTANCE THE DIMENSIONS AND LOADS INDICATED ON THE PLANS. ALL OF THE PRANIN55 AND ALL EXISTING GONDDITION5. SUBSTITUTIONS SHALL NOT BE MADE WITHOUT WRITTEN INCHES AS MEASURED AT POINT OF PLACEMENT AND BY A5TM DESIGNS SHALL BE IN ACCORDANCE WITH STANDARD RAFTER TO RIDGE CONNECTION RIDGE STRAP DETAIL U 145. ENGINEERING PRAGTIGE. COMPLETE DE516N GALGULATION u AUTHORIZATION BY THE ARGHITEGT. GONTRAGTOR SHALL VERIFY , IF IN THE GOUR5E OF GON5TRUGTION,A GONDITION EXISTS WHIGH ALL DIMENSIONS d GONDITION5 ON THE JOB AND THE 5HOWIN5 MEMBER FORGES AND STRESSES AND ALLOWABLE LS268-675 lbs.UPLIFT DIFFERS FROM THAT AS INDIGAI�D ON THEESE PLANS, THE ARCHITECTS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS - GONGRETE SHALL NOT BE-RE-TEMPERED BY ADDITION OF LOAD ARE TO BE AVAILABLE UPON�REQUE5T FOR EACH (7) 16d NAILS into RIDGE HATER OF CEMENT AFTER IT HAS PARTIALLY HARDENED. MICROLLAM LUMBER DESIGN. THE DE516N OF THE (7) 16d NAILS into RAFTER CONTRACTOR SHALL STOP ALL RELATED WORK AND NOTIFY FROM THE DIMENSIONS AND GONDITION5 SHOWN ON THE 00 0 THE ARCHITECT. 5HOJLD HE FAIL TO FOLLOW THESE DRAWINGS. ALL MATERIALS, ASSEMBLIES AND METHODS OF MIGROLLAM LUMBER BEAM5 15 TO BE UNDER THE N� PROCEDURE5 AND CONTINUE WITH THE WORK HE SHALL A55UME GON5TRUGTION INCLUDIN6 BUT NOT LIMITED TO FORM-WORK - PLAGE REINFORCING AGGORDIN5 TO GR51 5UPERV15ION OF A REGISTERED PROFESSIONAL ENGINEER TMU26-6401bs.UPLIFT RECOMMENDATIONS: MIN. 3" GOVER FOR SURFACES IN W w w ALL"RESPONSIBILITY AND LIABILITY ARISING THERE FROM. BLOCK-WORK, AND IN ACCORDANCE WITH THE NRB ACCEPTANCE AND (10) lOd NAILS into RIDGE FRAMING, NAILING, PLAGIN6 OF CONCRETE, ETG. E__q z N x CONTACT WITH GRADE AND 2" COVER FOR OTHER SURFACES, PROVISIONS OF THE NATIONAL DESIGN SPEGIFIGATION FOR �(1) lOd NAILS into RAFTER � � z ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO UNLESS OTHERWISE NOTED. ALL WORK SHALL CONFORM TO THE NEW Y'ORK STATE BE SURE THAT THEY ARE IN AGGORDANCE WITH THE DRAWIN65, WOOD Ig84.1 `� ^� z RESIDENTIAL BUILDING CONSTRUCTION CODE (N.Y.5.B.G.G.) SPECIFICATIONS, APPLIGABLE GODE5 AND GOOD PFAGTIGE. - CONSOLIDATE CONCRETE BY HAND OR WITH MEGHANIGAL Q O Q � :° w N RE6ULATION5 THEREIN DEVIATIONS FROM THE PRAAINC75 AND 5PEGIFIGATION5 WILL - ALL MANUFACTURED LUMBER SUCH AS MICROLLAMS, TJI TE TEDITION) NC RULES A D � � LA 5 A ALL 4• W `°� �' � ( VIBRATORS, MAINTAIN PROPER REINFORCING, LOCATIONS. JOI5T5, d PARALLAM P5L COLUMNS, ETG. SHALL BE 'iLEVEL' � w AND WITH ALL OTHER AGENGIE5 HAVING JURISDICTION. NOT BE PERMITTED WITHOUT WRITTEN AUTHORIZATIDNOF THE � ARGHITEGT. - IF TEMPERATURE FALLS TO 40 F OR BELOW, UNIFORMLY BY WEYERHAEU5ER, OR APPROVED EQUAL. ALL BEAMS, 8/12 \ JOISTS $ COLUMNS SHALL BE PREPARED 4 INSTALLED IN ... ......... . THE GONTRAGTOR SHALL MAKE SURE THAT( ALL TRADES WORK HEAT HATER AND AGGREGATE TO MAINTAIN CONCRETE a o GONFORMS TO FEDERAL, STATE AND MUN10PAL GODE5, ALL ELEGTRIGAL WORK SHALL CONFORM TORULE5 AND BETWEEN 50 AND 80 F AT POINTS OF PLACEMENT. DO NOT STRICT ADHERENCE TO MANUFACTURERS SPECIFICATIONS. NO REGULATIONS OF THE NATIONAL ELECTRIC CODE AND N.Y. o H W �o z � Q INTERNATIONAL CODE GOUNGIL (I.G.G.) ADD ORDINANCES. THESE USE FROZEN MATERIALS, CALCIUM CHLORIDE, SLATS OR ANTI- 5UB5TITUTIONS SHALL BE CONSIDERED WITHOUT ° ,a 0 o W� a�ozoH wx� SHALL SUPERSEDE DRAWIN65 NOTES AND DIMEN51ON5 IN ALL STATE BOARD OF FIRE UNDERWRITERS. THE FINAL GPRTIFIGATE FREEZE ALL EXTERIOR GONGRET E SHALL BE AIR ENTRAINED. GERTIFIGATION BY LICENSED ENGINEER THAT THE 12/12 W 3 a N 3 Q 0- CASES. THE ARCHITECT SHALL BE NOTIFIED OF SUCH CHANGES OF APPROVAL MUST BE PRESENTED TO THE OWNER PRIOR TO REPLAGEMENT MEET5 OR EXGEED5 '!LEVEL' 5PEGIFIGATION5. o Z t;z o BEFORE WORK 15 STARTED. NON-FAMILINRITY WITH GOVERNING FINAL PAYMENT. - MAXIMUM DEVIATION FROM FLUSH, PLANE OR PLUMB W a W RULES AND RE6ULATI0N5 HILL NOT BE CAUSE FOR AN "EXTRA" - LVL MEMBERS TO BE 1 5/4" X WIDTH5 OR SOLID P5L zz W� z 0 W Q'F2 am a 0 O 8 THE CONTRACTOR SHALL FULLY GUARANTEE HIS WORK AND THE SURFACES SHALL BEYB" PER FT.,SLABS SHALL BE LEVEL, MEMBERS OF THE SAME SIZE. PROVIDE TJI BLOCKING ° o Q a o BILLING. IN THE EVENT THAT WORK HAS TO BE REPLACED FOR UNLESS OTHERWISE NOTED. NON-GOMPLIANGE,THE: CONTRACTOR SHALL BE HELD WORK OF HI5 5UBGONTRAGTOR5 FOR A PERIOD OF ONE YEAR BETWEEN JOISTS OVER ALL INTERIOR BEARING WALLS AND UNLESS NwzQ o��¢ o cn ¢ oa RESPONSIBLE IF HE HAS NOT NOTIFIED THE ARCHITECT BEFORE AFTER COMPLETION OF THE PROJECT UNLE - FORMWORK NOT SUPPORTING WEIGHT OF CONCRETE MAY DROPPED BEAM SUPPORTS. ° INSTALLATION @ 16 O.C. z o x 5 z z INITIAL INSTALLATION. SPECIFIED. BE REMOVED AFTER 4& HOURS OF GURIN6 AT NOT LE55 ° ° "SIMPSON"CS20 1 1/4"20 GA. Q° o THAN 50 F. - THE MICROLLAM LUMBER BEAM5, LIKE ANY OTHER WOOD (5)8d NAILS @ EACH END �� ALL MATERIALS, ASSEMBLIES, AND METHODS OF CONSTRUCTION THE GONTRAGTOR SHALL BE RESPONSIBLE FOR SHOP PRANINC75 PRODUCT SHALL BE EXERG15ED DURING HANDLING TO ° INCLUDING BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, WHIGH MAY BE NEEDED PREVENT DAMAGE TO THE BEAMS. FRAMING, NAILING, LS268&TMU26 TYPICAL PLAGIN6 OF GONCRETE� ETG. ARE TO BE CAREFULLY SUPERVISED BY THE GONTRACTOR TO BE SURE THAT DIVISION 02 DIVISION 05 - ALL HARDWARE 15 TO BE FABRICATED BY OTHERS LIGHT SLOPE HANGER AGGORDIN6 TO DETAILS CONTAINED IN THE CONTRACT INSTALLATION @ 16"O.C. THEY AiZE IN AGGORDANGE WITH THE [JRAbWIN65, MISC. METALS: DOCUMENTS. SPECIFICATIONS, APPLICABLE CODES AND) GOOD PRAGTIGE. SOILS AND FOUNDATIONS: SIZE OF HANGER DETERMINED BY SIZE OF RAFTER - EXCAVATE FOR ALL FOOTINGS, FOUNDATION WAL15, AND STEEL WORK IN GENERAL SHALL CONFORM TO THE FOLLOWIN6 - THE MICROLLAM LUMBER BEAM5 ARE TO BE INSTALLED IN GONTRAGTOR SHALL BE RESPON5IBLE FOR ADEQUATELY AMERIGAN INSTITUTE OF STEEL CONSTRUCTION (A.1.5.GJ AGGORDANGE WITH THE PLANS. TEMPORARY GONSTRUGTION BRAGIN5 AND PROTECTING ALL WORK DURING CONSTRUCTION OTHER SUCH WORK AS MAY BE NEGE55ARY TO THEDEPTHS AGAINST DAMAGE, BREAKAGE, COLLAPSE;, DISTORTION AND AS SHOWN ON THE DRAWINGS. ALL TRENGHE5 FOR FOOTINGS, STANDARDS. LOADS BEYOND LIMITS INDICATED THEREON A-RE NOT M15AL16NMENT AGGORDING TO APPLIGAE3LE CODES, FOUNDATIONS, SLABS, ETC. SHALL HAVE LEVEL SOLD AND - CODE OF STANDARD PRAGTIGE FOR BUILDERS AND BRID6E5. PERMITTED. HOLES, GUTS OR NOTGHE5 NOT PREVIOUSLY 5TANDARD5 AND GOOD PRAGTIGE. UNDISTURBED BOTTOM5 OR ENGINEERED GONTROLLD FILL APPROVED BY THE ENGINEER SHALL NOT BE MADE. THE HAVING A PRESUMPTIVE BEARING GAPAGITY OF 2 'ON5 PER - 5PEGIFIGATION5 FOR THE DESIGN, FABRIGATION, AND FINAL ERECTION OF THE MICROLLAM BEAM SHALL BE UNDER 4 THE INSTALLATION OF: ALL MATERIALS AND PRODUCTS SHALL SQUARE FOOT, MIN. FOUNDATION FOOTINGS ARE TOBE MIN. ERECTION OF STRUCTURAL STEEL BUILDINGS, INCLUDING THE: THE DIRECTION OF A QUALIFIED GON5TRUGTION SUPERVISOR. MEET ALL LOCAL FIRE DEPARTMENT'S�REG�UIREMENTS AND b" DEEP PROJEGTIN6 4" ON EACH SIDE OF THE FOINDATION COMMENTARY AND SUPPLEMENTS. RE6ULATION5, PROOF OFWHIGH SHALL BE (FURNISHED TO THE HALL - LATERAL NAIL HOLDING AND WITHDRAWL ARE AS I I a o� FIRE MARSHALL PRIER TO THE INSTALLATIION OF SUCH - 5PEG5 FOR STRUCTURAL JOINTS U51NG A5TM A-325 OR A-4qO PROVIDED IN THE CODE FOR DOUCLA5 FIR 5AWN LUMBER. - - - - - - - PRODUCTS. - ALL 501L BEARING GAPAGITY A55UMED 2 TONS/SQUARE BOLTS. NAILS INSTALLED PARALLEL TO THE GLUE LINES ON THE O FOOT. 501L BEARING GAPAGITY SHALL BE VERIFIER BY A NARROW FACE SHALL NOT BE SPACED CLOSER THAN 4 PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR 6EOTEGHNIGAL EN6INEE:R ENGAGED BY THE OWNERPRIOR TO - COMPLY WITH THI= FOLLOWIN5 AMERICAN WELDING 50GIETY IN( FOR 10-PENNY COMMON NAILS AND 3 INCHES FOR FRAMING OF ALL AREAS. INSTALL AND REMOVE (AFTER PLACEMENT OF ANY FOOTING CONCRETE. IN5PEGTIN5 (A.W.S.) STANDARDS LATEST REVISION: 8-PENNY COMMON NAILS. NAILS INSTALLED PERPENDICULAR COMPLETION) ALL TEMPORARY SUPPORTS„HEADERS AND DUST ENGINEER SHALL REPORT FINDINGS TO THE AR(HITEGT IN A.W.S. 01.1 STRUCTURAL HELPING CODE TO THE GLUE LINES ON THE HIDE FACE SHALL BE INSTALLED 4 0 - - - - - - - -� SCREENS TO ADEQUATELY SUSTAIN ALL (LOADS AND PROTECT WRITING. A.W.S. D12.1 REINFORCING STEEL WELDING CODE IN AGGORDANGE WITH THE CODE. THESE NAILING O 5PEGIFIGATION5 ARE BASED ON A MEMBER AT LEAST 5/4" EXISTING WORK FROM DAMAGES OF ANY (KIND, INCLUDIN5 DUST. _ MINIMUM DEPTH TO CONCRETE WALL OR FOOTING BOTTOMS - STM A-6 GENERAL"REQUIREMENTS FOR THICK AND 3 112" WIDE. HOLDING POWER OF THESE BOLTS - - - - - - - -I COMPLY WITH A ARE 5HOWN ON PLAN. EXTERIOR FOOTING SHALL BE AT DELIVERY OFF ROLLED STEEL PLATES, SHAPES, SHEET PILING INSTALLED PERPENDICULAR TO THE GLUE LINES 15 A5 4 FLASH, CAULK AND SEAL ALL JUNGTION5 OF NEW ROOFS, WALL5 LEAST 4'-0" BELOW GRADE OR ON ROCK. FOOTING- AND BARS FOR STRUCTURAL USE. PROVIDED IN THE CODE FOR DENSE DOU6LA5 FIR. AND PENETRATIONS, TO FORM A HATER TIcGHT ASSEMBLY. ALL BOTTOMS MAY BE LOWERED TO ADEQUATE BEARING 501L5 FLASHING TO EXTEND AT LEAST b" ABOVE INTERSECTING OR UNSUITABLE MATERIALS MAY BE REMOVED AND - CONFORM TO VARIOUS A5TM STANDARDS, A5 NOTED AND ALL - 5PEGIFIG APPROVAL 15 REQUIRED FOR OTHER THAN 5URFAGE5. REPLACED BY ENGINEER CONTROLLED FILL. REQUIREMENTS OF THE GOVERNING AUTHORITIES. NAILED OR BOLTED CONNECTIONS. ROOF THE GONTRAGTOR SHALL MAKE ANY GORFREGTION5•REQUIRED - FILL USED OR ENCOUNTERED UNDERNEATH FOUNDATIONS DIVISION 06 5TRUGTURAL PROPERTIES: BY THE ARCHITECT. APPROVAL OF DRANIN65 OR 5GHEDULE5 AND SLABS ON THE GROUND SHALL BE PLACED IN LIFTS NOT E= 2,000,000 FB= 2,boo P.5.1. DESIGNED BY: WD SHALL NOT RELIEVE ',-HE CONTRACTOR FRcOM RESPONSIBILITY EXGEEDIN6 b" IN THIGKNE55 AND COMPACTED TO A MINIMUM WOOD & PLASTICS: - NO 5UB5TITUTE5 ARE AGGEPTABLE, UNLE55 5PEGIFIGALLY FOR DEVIATIONS FROM DRAWING5 AND 5REGIFIGATION5,UNLE55 OF qb% MAXIMUM DEN5ITY IN AGGORDANGE WITH TFE STRUCTURAL LUMBER: NOTED BY ENGINEER- COMPONENT AND CLADDING PRESSURE ZONES DRAWN BY: WR HE HAS CALLED ATTENTION TO SUCH DEVI/ATION5 (IN WRITING) AT MODIFIED PROCTOR TEST (A5TM D-1551). CHECKED BY: WR THE TIME OF 5UBMI55ION OF BID AND 5EGLURED WRITTEN - THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED TO LEGEND APPROVAL. NOR SHALL IT RELIEVE HIM FROM RESPONSIBILITY SUPPORT THE FOLLOWING LIVE LOADS AS REQUIRED BY THE PLYWOOD : W DATE: 2-5-13 FOR ERRORS IN SHOP DRAWINGS OR SCHEDULES, OR THE - MAINTAIN 1:5:1 HORIZONTAL TO VERTICAL SLOPE FOR ANY NEW YORK STATE BUILDING CODE AND RE6ULATION5: - 5LOPED ROOF5 AND WALL5 SHALL BE GDX 2410 PLYWOOD PROPER PERFORMANSE OF MEGHANIGAL EQUIPMENT AND EXCAVATION ADJACENT TO FOOTINGS. IO TO BE NAILED W/ bd NAILS © 6" O.G. NOTE: REFER TO NAILING 5GHEDULE FOR E-'i JOB NUMBER CONTROLS. LIVE LOADS:' S/8 THICK A.P.A. RATED 24/0 EXTERIOR GRADE. FOR ADDITIONAL INFORMATION ON NAILING. O - HATER SHALL NOT BE ALLOWED TO STAND IN SHEATHING 5PANNIN6 16" OR LESS AND 314" THICK 13101 EXGAVATION5 UNTIL AFTER CONCRETE WORK HA5 SET. SLOPED ROOF5 45 P5F OTHERWISE. O2 TO BE NAILED W/ IOd NAILS b" O.G. THE WORD "PROVIDE" SHALL MEAN TO FURNISH AND INSTALL TERRAGE/FLAT ROOFS 60 P5F ALL MATERIALS NECESSARY TO COMPLETE THE WORK IN EXPENSE. SHALL REMOVE SUCH WATER AT HI5 OWN FLOORS 40 P5F EXPENSE. - ALL PLYWOOD SHALL BE GRADE MARKED AND MEET THE � SHEET NUMBER AGGORDANGE WITH AGGEPTED GON5TRUGTFION STANDARDS AND DEAD LOADS: STANDARDS OF AMERIGAN PLYWOOD ASSOCIATION. (A.P°A.) MANUFACTURERS RECOMMENDATIONS. - GONGRETE FOUNDATION DESIGN ALLOWABLE 501L BEARING ROOF � GEILIN6 15 P5F CAPACITY 3,000 P.S.F. TO BE VERIFIED IN FIELD. EXTERIOR WALLS 15 P5F - EXTERIOR SHEATHING TO BE COVERED WITH 30# FELT OR W INTERIOR WALLS 10 P5F APPROVED EQUAL. GN1 91 lu lu L1W FRED RIVERA, ARCHITECT 2012 ® ® ® ® ® ® ® ® ® e e ® ® ® ® o i W E A 3'-q 11 I E A-,2 3141 01 I — — — — — V-3"-RIDGE HEIGHT RIDGE VENT v-3" RIDGE HEIGHT 2 2 TRIM r - - - - -:- - - - - - - - - - - - - - - - - - - - - - - - - - x FI ) M TYPIGA T i J ^ r'v LROOFING c u I 5 s — >a iRIM BY VERSA 4 STONE _ .:� .".":........ ....."... .."... }..-•---- ...... r..".""."..:._ .....:_.,.".::".:..".:::::" .".. }."...".". }."... ,......... ...... :..: ' :-:":: '-:?..._' ' � T TEX I - , . . .. 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PLYWOOD SHEATHING MOULDING :. :..; _ � � - - - OVER 3 .""r...".:.�:-.-•- ,..--' -.". ..":::.:.....-- ---- ---'••'--..-:.:....".. .:;..�::�':. ._.._--::_.:" _ -::"< a!_•."r:::- .:.< 6 GROWN RAKE �..] _ 0 FELT ' ' I ��� � ;-5 V.1.i=.�--i ,...i i ';--:~-�: ; :,....:~.-.; :: ....,<.i.,---; ; .i.-".i.i"..: : ::.....:..".; i .,..".i.,"..i ;.:..:::I}.��;;.; :,-.;....:" ! :,�:::�-:,:.._:-,�.�.i::.5, V.I.F.:.•, 7 11 II - = IX4 5PAGED SHEATHING :+. r: BY 4 STONE =J r - V'ER5ATEX H LEDGE 1. ..... • r . r.".. :.... . ..... : . ..... : ...., :_ :.: :..: :_.. :...• BLIND FLR5HIN6 - - 3500 PSI GONGiRETE PIER, ; W 12 _ 6 GiZOWN MOULDING BY ! :.. i."; : : : i. :..."; i".; +I 6" GROWN MOULDING W 5 7� AIR ENTRAINED WITH . . .. ". ". : : : : : : : : : : : .:....:.:.".i .,--.,::-.� : .;.--, . . . Q l 11 fl vERSRTEx" ..� : .-:--: -: : ;�.:.......: : : : : : : : . . •. ; :---:� : —: : :}-. , ; : : : : : ; : : : ; , ;:.....,.... r .., -; ; L". .; -; ; '- : -:-1-: ,I 11 12 I ::::: :.:., L. i:.. : I: 12 BY VERSA r-7 10 DEEP FOOTING /6 ...... ,...."."."..:...._........_:-J.... ...,.::;,...} �X :. ..._.::::.-_...:_J ..-..:_..."..._.�: h. ..... .. ._:::. �. .:::......�.�i'.::_:.J:n '.. ..:.::::J'h:::....::::.....:'=h;:.:.--r:::.._.•::i.:"":...:v::"....:::.,::"..:gin.""". i_..:::..".-:;. �•- EAGH SIDE OF PIER - SEE ,. 1 11 4 i I I ' -- -'• ' i ' ; ' ' i : : i i - -r , �;-,� --;r: •,�:� - - - - - - - - � � DETAIL ' v I III - o A-2 ... I � O Ixa FA5GIA BOARD BY BOARD BY V J O = VERSATEX 3 0 II II " " Ix TRIM BOARD BY fi II 3'-0" "VER5ATEX" 3'-0" u 4 PG 3500 P51 SLAB ON I I Ix TRIM BOARD BY "VER5ATEX" II u N GRADE WITH 6X6XI0 WWM I I �r END THREADED RODS VERSATEX i' OVER GRAVEL BASE +' END THREADED RODS BEYOND _ BEYOND O III a ulI _ uu q 12" SQUR-RE LOAD uu 12" SQUARE LOAD BEARING r 'ROOF SHINGLES TO BE INSTALLED IN a r0 - ii IIII ACCORDANCE WITH THE CEDAR SHAKE 8 BEARING PERMAGAST u PERMAGA5T GOLUMNS BY l SHINGLE BUREAU RECOMMENDATIONS GOLUMN5 BY H566 HB$G OR EQUAL WITH i iI II TU5GAN GAP 4 BASE P OR EQUAL WITH a II a " TUSGAN GAP d BASE LINE OF UPPER AND f 11 I LOWER PATIOS BY I-II BLACK BEAR GRANITE .•.;- =�, _ - OTHERS � '--� BLACK BERR GRANITE •,- -' VENEER :�� . ... � VENEER GAP fi` -- .�: z GAP T' ...... is II Jr — I --_ r 1 m , (2) DBL #5 GRADE 40 REBAfi -__- u_ :.._ ;_ - r .. P.G. PIER W/FOOTING TO 4-0 = - ---- ;::,,,,,,,,,..�--{ fi .. �:�;::;�:��---- =-Ii ��:�', ,r:::�: n o ,8 P.G. FOUNDATION WALL ON - -RINGS BENT AT MIDPOINT j�L`_Jaj : --- - - Y� O BELOW GRADE= Y.- 4" STON - lumu � IIb"xa" FOOTING __._. _ - -------_- _--- - -I - ===JI I = ll_ II I{—_- - - - - - - - - - - - - — _ LEDGIE I - - -- - - - - - - - - - - - - - I - - - I =- .... ...........m II<� - I I - - - - -_ — — — — — — — — — — — — — — — — I I P.G. PIE R1^VFOOTING I O L — - �- - - - - - - - — - - - - -j -1 I I TO 4-0 BELOW GRADE I I � � a.�,�� �. ` �t•', , � I— - - - � 1- - - - - _ - - - - - - - - - - - - - - - - - - - - - - - � 31-q 8 P.G. FOUNDATION WALL ON 3-q L_ - - l— I6 x8 FOOTING +` e FOUNDATION PLAN ELEVATION "A" ELEVATION "B" H 1/4"=1'-0rr 1/4n=1'-0rr 1/4rr=1'-0" W II fl UPPER PATIO ELEVATION D (BY OTHERS) P. . STEP W/ cc BLUESTONE TREAD NOTE: PROVIDE HANDRAIL W w MULTIPLE LAMINATIONS OF MIGROLLAM GIRDERS TO BE BOLTED TOGETHER LOCATION of STEPS TO LOWER PATIO I VERIFY IN FIELD 2-AI �` xx N 1 fl PER MANUFAGTURE :S SPEGIFIGATIONS TO BE VERIFIED IN FIELD WITH LOWER A_2 AND REGOMMENDAI IONS LOCATION OF UPPER PATIO BY OTHERS i PATIO � z o � � r••, O d (BY OTHERS) W 3 ..-- 18' 3"'RIDGE HEIGHT N __ - - - _,, — — — — — — - VENT I_ ,I RIDGE VE T 18 3 RIDGE HEIGHT - :_ 2x4;5B I6" O.G. - TYP. 'j ` `f F „F A. ......... .. I; 1• # - I. ' : .T, SIMPSON HUGQ612 SL S .-_. h�3-r�-..-���-,� ,;-;- r.,.�--t�: r�. a;.� �-.:_ r•>:_ -�- :;-'<< ._h...-,->F_�3__h-r�_:r' _- -=,f.=h:�f==F� w E� � ' _ E = i i f i i I i 1 1 I I 1 i I _1 i� � i � { i i i -�. F w .04 k: r 1.-,t n,�Y„ ti, - ,ter: nhT .-.,,,T:,,, r:...,,,rz r::a : : 1 O, ma d w w CONGEALED FLANGE f-AGE N TYPICAL-ROOFING: ,,; „ „T ,,,;: '; ';":,,;";,. „x �,,,7,,,x r.., ,,,",,; .':;.,,Tf,,,,, o a u a DN _ 1 ; -, ,y r„ a o x MOUNT HANGERS GEDA-R PERFECTION I__� ;';I � , , , �; I ; r , , , =x�: r `r' - L.,,T i i y:.�"r__-- - o 0 I r � 1 �{ I i iJ ;i:� f { --r' �<,:�;- :, �„_. _-�:;tl- i �.�,:-i. �'3 w w x U 1 4R - T E-,1n,/l"T % � L� s11GSQLLAM � 3 - - - - SHINGLES 6 TO WLATH �- '--' '--' '---' '--'% '----' - % - -� � -�- � J i �i~ z — ----.. ----. .".--, � 'r - # f.,,� l„i { 1 { i,,:,i..l� � i I n'' �a x — — — — — — — — — — OVER 30 FELT :5 V.LF � ', -r'-�,�a„ "F ;T; " ' .�,T.T,,,T, T T4.:.,T} T.:;:,s" T,,, r `r. 1,. 1 16, _JI„ ': i 1 1 1 ,i r" T "T5 V.I.F.`, m z d y G ,1 W 1 i > F- W I I w 1, 1" l„ l ai 1 `r--"--.Yr}", M„"_ nf-"----,., ,.r_.f d---^s F.=:}„T: :,,y.f=-T.- �-.. �4-- .i„T'_ «�..- -'rJ„---i�,.,.,,;--": t,,,,; I IX4 5PAGED SHEATHING •--"- ,�-- .--r .,, ,�-, , ,.__� '- r_f--. -_ f.- -�.;�,-.-_ �. "�` ' j ' r i TF;_.,.i,,,. '-_i��=>'-r'-r l"r-'�- r .'a-� °'�--/Er-f � r---r`r r-r fir 1.. ___/ =%'�r->' '• -�� - ' � � � i i i f -h 1 -' - --�`F -- "-s„� _-'a-ra -::.k)�'..! ..,.- '-= �"rr, -: "� - i"� --- - �� -- -1"' -- - -rr y- d O 2 2XI2 - SET BOTTOM FLUSH WITH h mr f .� ;rl 1 J. 1 i .,1 ,{,. ..{ ' I y j ' i '•_ � ca v w z �ra I _ • . _ __:r—'_}�-'_`.-.---': -_,� 1---,,.' �f==lit-_ ___--F--_ � _ :�=" � __ —•�i _-i�_4 hl "" _ ,'i _— q W v� . - : -7 � I �rti.-a_.r�. F-,�t z uxi •� s-ft- ,�` s-,+�--ri '�,s-t'4 -`- -:k_;_. ��. -J" _�--rkr�-✓ ��1'=-,fir_ ,�' f,- ` d O x C7 SOFFIT HEIGHT " 'a 3 11 f= z1 w _ 2 N - -- - - - - -- - - - - -- - -- - — - - - 6 GROWN MOULDING BY z Ca oz OF z a °¢ n i__i„ s,,. m� _ w I ; f L, l-- z 12 SQUARE LOAD BEk-RING ; r r .,.,,-; -, r r r r- r r _.,,_.,;- '_;s.- a d�' FJ o o x o a VERSATEX 12 11 { 1 I ' ' -=',, „�` i L 7 w ¢ o 0 PERMAGAST COLUMNS BY I I k „s r r. „s r. 1- .:: r =`, r i .: r = .%r �'' Ej ,- --- _-, - x w la I` -, - - I „f-- 3 x I I --1`�:=-ry.,4�,3`��-;�-,�-=:d"' =-a,.-=-t;_ ,-r:-,:,J lt.-..�k--;k �..s-�'^'r.-r-.f-:�-I I / -Y ,f-i -`� :r ter:-% ,.:,#,-r,:�,-�'�r= ::r-. ''-!`4.::-•:.-ri,..''J` - — — — — — — �U`Cj � .�S�^' ��w HB$6 OR EQUAL WITH \ II 4 i_i i s i 1 '( i "1 J_1 i,i ! I f LJ i ' i ' 4 I I I 1 1 IO Q PL. HT. I4i � , ,.,, r,,r �, r ,,,,� ;., { , r- - md1 uQwdrow wQ[- - - - - - - - - - - - — — I { 1 i „ 1 f I I I � 10 q PL. HT. ` _ TU5 AN �`G GAP & BASE 1- -J -- --� -- -�--_ `- - f If u " 7 f4 r Fr rrrr 4 r t r r r i f r r - - 2 4 1 I f f 1 f I � � I f� �s� �- � �, r f�- Ls �'.�.' =- - I { I'i i i i i 1 i i i i t I I ! I i 1 i II { f , { i I � =rit r �--� ,1.��_; ti, Tr = 51MP50N #LU5214-2 SLOPED 2x4 ��_ ��• _ _ - Q QI i FAGE MOUNT DBL @ 16" O.G. - TYP. Ixa FA5GIA BOARD BY z JOIST HANGER VERSATEX 3-0 3-oil II X II I Ix TRIM BOARD BY3-0 Q -' n z "VERSATEX" �. � � � � II II II II II II II II II II II IJ O I iv END THREADED-RODS a II u u lu ��I I POOL _ I DN BEYOND ' o I PAVILLION I I 4R w III o o PI II II ® K o II - 6x6 P05T TO'RIDGE ABOVE x-1 I „ I -? m I q I - u' 12 SQUARE LORD BEARING a r, II II I - TYP. EAGH END — �� N -I i THERMAL BLUESTONE PAVERS I I I PERMAGAST COLUMNS BY II °', `� ii IIII ,I `o � u HBtO OR EQUAL WITH u u rc I _ TUSGAN GAP $ BASE # E { LINE OF UPPER AND LOWER P LINE OF ROOF Nx. x OVERHANG ABOVE- N BLACK BEAR GRANITE - - _ _ :-- NI PATIOS BY OTHERS _ xl I { 3 - I SLOPED 2x4 u� � f f - — :-__ �-:.v�::: — G6XI0.5 TOP PLATE ABOVE I I 16 O.G. - TYP. y VENEER GAP ..:.= _- _ "a, _ I' 211 11 211 I_211 t 7 "r....... is GIRDER WITH 5/8 E�. EC2. I = .....!6;r------------ - ----- -- I THREADED RODS FOR TIE / \ u ',:` :': : u y t." ...","._"--------------':_ � LINE OF UPPER AND LOWER I r I III II u I II uI uII DOWN TYP. OF 4 PIERS I / ` I I = ::::r` t:: _ -- - - - - --- - - - --- -- - � I�-�I- __- Ji I II' _-- =III- 1 I I lii II I I Irl - .;<;;_.; ;:i:;: - _ _ PATIOS BY OTHERS II u - • • (2) 2x12 - SET BOTTOM FLUSH WITH x • • I I y_- SOFFIT HEIGHT `r _ „ = r - - - - - - - - - - - -__ �- - - - - - - I- - - - -I _L - .- - - II N P.G. PIER 1^U FOOTING TO 4-O I O - , - - - - - - - - - - - - - - - - - - - - - ri BELOW GRADE I I r - J r - - - - - - - - - - - - P.G. PEDESTAL WITH "BLACK - - - - - J - f - - - - — — — - - - - - F3ALLM BEAR GRANITE VENEER N ` - w 3 1 '00" MIOROLLAM GIRDER �r{ - - - - - J IF (ELEV. I'-6") 1:2" 12" 12" 12" - - - J P.G. STEP W/ PROVBLUESIDE H TREAD - - PROVIDE HANDRAIL EAGH 51DE A w J � ELEVATION "B" A 2 � DESIGNED BY: WD ELEVATION "C" �� O DRAWN BY: wR FLOOR PLAN ELEVATION D 0 CHECKED BY: WR 1/4rr=1'-0r' 1/4"-1'-0" 1/411=1'-011 DATE: 2-5-13 JOB NUMBER w 13101 o� SHEET NUMBER FRED RIVERA, ARCHITECT 2012 NOTE: MULTIPLE LAMINATIONS OF MIG-ROLLAM 51 TO BE BOLTED TOGETHER PER MANUFAGTURER5 5PEGIFIGATION5 AND•REGOMMENDATION5 (2) 2x6 PLATE 2xb PLATE TORQUE NUT TO 500 FT-LB TYPICAL ROOFING: U •R g052.-1.1 IGE PROTECTION NOTE: (3) 1 3/4"x2O" MIGROLLAM 2x10 R.R. 16" O.G. GEDAR PERFEGTION 506LE5 ((g" TO WEATHER) WINTERGUARD WATER PROOFING SHINGLE W/(2) 2x6 TOP PLATE OVER 30# FELT Ix4 SPADED SHEATHING UNDERLAYMENT BY "GERTAINTEED GORP" EXTENDING FROM THE EAVE EDGE TO A POINT DIMEN51ONED HORIZONTALLY 24" IN51DE THE tyi H EXT. WALL LINE OF THE 5TI2UGTURE ff AT ALL 2x10 GJ 51MP50N H2.5A - TYP. I6" O.G. Q O EA.RAFTERCRITICAL VALLEY WALL TO-ROOF INTER5EGTION5. _ _ _ _ _ _ _ IO'-q" PL. HT �� l �+ - �i /�..� O � (2) 2x12 HDR. !{ W w G6XIO.5 TOP PLATE 6" GROWN MOULDING BY �. 'i11j. II W Q _ _ _ _ _ _ _ _ - - - - F- _ r_ - 2x3 BLOGKIN6 j j: BEYOND 'VERSATEX" �I � - -- - - - - - -- -- - — - - - -- - -- - - -FF L�}- II_ o 1 m I. L ,�,' I III I'..::_: :._:_... Ixl2 FASCIA BOARD BY :;; o _._-- - -- - VERSATEX- ----------.................---------- - --------------- ::::::::: ::-:::::-. , -- -- - - -- - - - --- - _ _ • ------ I IxI2 BLOCKING li ixV J 3'-O" I I 3' 0 - -- -- -- --- ----- --- -------- - --- 3'-0" --O — — I I lo c� 2x4 @ 16" FRAMED SOFFIT W/ --- .......................... 12 I I 12 Ix4 TAG SOFFIT BOARDS .__:....::_... _____-___ 2x4 I6" FRAMED SOFFIT W/ ..... ... .. ...................... O 4F I I I. I N � I I I 7 4 i t II II i i Ix4 T�6 SOFFIT BOARDS - P05T TO GIRDER I I 12" SQUARE LOAD BEA-RING PROVIDE GONT. VENT STRIP BELOW - TYP. I ! I PERMAGAST GOLUMN5 BY HBHG OR 6 GROWN MOULDING BY VERSATEX EACH END (2) 3/4"xl8" MIGROLLAM RIDGE I +� EQUAL WITH TU5GAN GAP 8 BASE Ix TRIM BOARD BY "VERSATEX" I I I I I I (2) 2X10 #2 DF GIRDER SUPPORT, I I RIPPED TO WIDTH (ABOVE (2) LAYERS OF %8" PLYWOOD FILLER GOLUMN5 ONLY) a N ! END THREADED-ROD, A5TM A525 w q — I 2x6 RR. �' O 2x6 R R. @ 16" O.G. I6" O.G DETAIL Di . . _ X -II 12" 5QUARE LOAD BEARING GOUPLING NUT P� A N l` I- — � - -- PERMAGAST COLUMNS BY HB$6 OR - I- - -- — - - - — — -- — - - - IFT I' ` II EQUAL WITH TU5GAN GAP BASE S ;, _ - — - - -- - - -- - — — — — — — — — - - - - - IL.- _ LOCKING NUT TO 5ET AND 5EGURE •. C3 "` •r `,' L- -- — GOUPLING NUT BLAGK BEAR GRANITE 4 VENEER GAP 5/5" X 24" J-BOLT, A5TM A325 OR [� EQUAL, TYP OF 4 PER PIER w A A-2 GOLUMN BASE 4" PG 3500 P51 SLAB ON ~ x GRADE WITH 6X6XIO MM ROOF PLAN OVER GRAVEL BASE Lu 1/4"=1�-O�� THERMAL BLUESTONE PAVER5A D p - > i -- (2) DBL #5 GRADE 40 REBAR cc u p i = p •RINGS BENT AT MIDPOINT 3 �i i Cs z006 4 pi 4 p � Q ° p GI- -- --------- p p o ALL BOLTS, NUTS, COUPLERS, vo ¢ 6W� AND�ROD5 TO BE ASTM o A525 OR COMPATIBLE WITH m p p 3500 P5 CONCRETE, 5-7� r;9 a rx w o w ,,mo�o� v,x p AIR ENTRAINED x A MINIMUM TEN5ILE D & o °�, � 3 STRENGTH OF 20.1 KIPS 6 i q D 6 0 o ID bi u� D i p aaz mD lqul o�¢ p jp 2z` o pZ¢ wzO¢ p u� Go 3 °x ozo au� Qoo � ¢ 18-3 RIDGE HEIGHT j p i D (2) 1 %"xlb"-RIDGE TYPICAL ROOFING: WITH VENT 2x4 GOLLAR TIES 2x10 R.R. @ 16" O.G. 12 ® 16" O.G. G6XIO.5 TOP PLATE o I D ra CEDAR PERFEGTION 12 - D SHINGLES (6" TO WEATHER) I i OVER 30# FELT T A-2 IX4 SPADED SHEATHING "' -bxb RIDGE POST 51MP50N H2.5A - TYP. EA. BEYOND / \TORQUE NUT TO 500 FT-LB SECTION RAFTER 2x10 G.J. @ 16" O.G. I I I -- -.---- - --- ------ - - — } 10'-q"PL. HT. - - - --mm- - - - - - - - - - - - - - - - - - - - � • 01 r .. s` == = == - _ --- -__- g'-5" SOFFIT HT. ......,... ................................,.,.,...,. ,..,.. ..... .. ..,,,......: ::. .. (3) 13/4"x20" MIGROLLAM .- _... 5L0 ED 2x4 ® 16 i L] 3-O P o.._ I2x4 I6" FRAMED SOFFIT W/ Ix4 d - W/(2) 2x6 TOP PLATE I f O.G. T�G 5OFF IT BOARDS - PROVIDE 5/8" J-BOLT, A5TM A325 OR r--`- ---- c ---d-----7 - GONT. VENT STRIP _ ---- I, o EQUAL, TYP OF 4 PER PIER (2) 2xi2 HDR I I, - � 12I SQUARE LOAD BEARING .fi. u I (2) 2XI0 #2 OF GIRDER PERMA GOLUMN5 BY I SUPPORT,RIPPED TO WIDTH HB6 OR EQUAL WITH END THREADED ROD,A5TM d TU5GAN GAP $ BASE `� ° ° ° - -- u ° A325 I - - -r ----�-- J BLACK BEAR GRANITE THERMAL BLUESTONE I --- -- ---- - -- --- - VENEER ff GAP GOUPLING NUT WITH LOCKING al Irk .. PAVERS ( =f-;-;`==., I d NUT TO 5ET AND SECURE Icv GOUPLING P.G STAIR W/BLUESTONE TOP OF PATIO ol. TREADS • f I- - - - - - - - - - �, W F ,,:y,' - t•:9' -.':[• •u. c.is"�s%�eu=u.�i�, /./%:c ':� .�•:.i:�%!••%:eu _1i�"2'u. is .N.. III ti,. u!.;,".;.,__���•:� � ��,.�::�.�_ y (2) DBL #5 GRADE 40 REBAR (2) DBL #5 GRADE 40 REBAR Ir III:.. I. -•�! : i°I .Ir• .m: -RIN55 BENT AT MIDPOINT RINGS BENT AT MIDPOINT i r .•III. � I DESIGNED BY: WD a 4 PG 3500 P51 SLAB ON I I =-• 3500 P51 GONGRETE, a ": GRADE WITH 6X6XIO WWM I - I DRAWN BY: WR OVER GRAVEL BASE .. 4" STONE LEDGE I -4- - --- . 5-1% AIR ENTRAINED I I I I - I CHECKED BY: WR 2 I ------------- DATE:DATE: 2-5-13 . • . I W JOB NUMBER Q 13101 SECTION "A-A" DETAIL PAN 2 z SHEET NUMBER 0 C IIIII 1/4lr_1'-0" IZE;7 F-i UA,-2 w • ® ® ® ® ® I ® a e ® ® ° ® ® ® ® U-) FRED RIVERA, ARCHITECT 2012 PEMBROOKE CORPORATION 2013 LANDSCAPE DESIGNERS — CONTRACTORS \ \ These drawings and/or specifications provided within this document set are prepared specifically for the Survey Information provided b Harold Tranchon Jr. P.0 / / \ Corso Residence at 165 Deer Run, Southold, N.Y. ; Y P Y / / \ PC November 12, 2C12. These documents are not to be used in whole or in part for any other purposes or by any other parties other than those under contract or with specific written permissions from Pembrooke. \ \ Reproduction is prohibited. -, — / N / I \ \ C / \ G qn 49 48 \ \ � EXISTING 1 H \� \ 4- 112 \� PATIO '-511 46'-911 8' _ \ \ / 49.84 \ \ $S 46 \ 47:�4 \ \ \ BLUESTONE \ STEPS \ \ .. `�. RESIDENCE `Y..y; ,,>\.\ ;,•., .;\ _, , \ 6'-6112° 15'-11" =� 25' ' FFE: 52.84 �? ,� � �T;� ;;�;:�' T' �� '��- '%� ; %':,� � \ \\ 18„X 2„ i ,t\ 13 \ BLUESTONE \\ SPA COPING < •i; 1 \� \ �' \. SPA \ OUTDOOR \ KITCHEN \ ❑ ( SIDE LOUNGE 1V 1 ' / - \ ABL CHAIR 25 X5o GUNITE POOL ,' / \ ` Pegasus Engineering \ I DINING PAVILION I ; 47 46 45 / \ r 6 Nad�rorny lane \ I I TABLE SOFA COFFEE I \ 1 \, / / \ 1 �" ,. COPING EL. 47.34 50 40 / _. \ I i ABLE 49. 4 \ ,;27 \ � , ,,\,- \` Story Crook,Pi.Y. 11740-2i0(1 \ LOUNGE \ ./ ., / r+' www.pegasus-engineedng.org SIDE CHAIR \ I Hi l \ -- _ J SERVING BAR r ❑II ,'i\ / .. : � JJ REVISION: \ \ — 32' ' 13' / PEMBROOKE \ ' FINE LANDSCAPES \\ \DANISH BRICK IN HERRINGBONE PATTERN P.O Box 848 \\ \\ 12" BLUESTONE BORDER=� ' %/ / - East Quogue, New York 11942 \ 2'X3' BLUESTONE PADS 18�'X 2",BLUESTONE POOL COPING— —� /' /' / ' ' Y (631) 909-2558 Voice \ \ (631) 909-4786 Fax bill@pembrookefinelandscapes.com www.pembrookefinelandscapes.com \\ \\ 41'-10' / 81 'x10' CORSO r RESIDENCE \ _ EQUIP PA 165 Deer Run \ Southold New York SHED / Q DRAWING TITLE �. LAYOUT \ ✓' MATERIALS DIMENSIONS PLAN V, DATE: FEBRUARY 9, 2013 SCALE: 111_10' r ' DRAWN: BD H, f\\\\ DRAWING NO. \\ CD L-2 FILTER LAWN OR PLANTING REBAR SCHEDULE PUMP HEATER(OPTIONAL) HEAVY AVY DUTY FRAME&GRATE OR SOLID —COVER DEPTH < 5' > 5' PEMBROOKE CORPORATION HE 14,JAN IV NAM I",h0tov, ""O"W" 01,040, CHLORINE GENERATOR AVY DUTY REINFORCED CONIC. H-20 12"COVER MIN. WALL HORIZ. 12"O.C. 12"O.C. 2013 LANDSCAPE DESIGNERS - CONTRACTORS I KAFFIC BEARING DOME WASTE t These drawings and/or specifications provided within WALL VERT. 12"O.C. 6"O.C. MAX. 4"SDR PIPE CONNECTION FROM CATCH this document set are prepared specifically for the RETURN JET SKIMMER MINTI I BASIN TO DOME Corso Residence at 165 Deer Run, Southold, N.Y. FLOOR 2 Y4"x 3 Y4"x 7 Y4" FLOOR BRIO 12"O.C. BOTH WAYS Survey information provided by Harold Tranchon Jr. P.0 UNDISTURBED NATIVE MATERIAL IN HERRINGBONE PAT.W/MORTAR PC November 12, 2012. These documents are not to be used in whole or in part for any other purposes or COMPACTED POROUS FILL JOINTS ON MORTAR SETTING BED by any other parties other than those under contract BACKFILL-36"MIN TYP. UPPER& LOWER 1/2" EXPANSION JOINT WITH or with specific written permissions from Pembrooke. (E I 1VG POURED CONIC. SLAB 3500 PSI REINF. Reproduction is prohibited, y 013 EPDXY CAULK AT SURFACE A TA WITH#10 WELDED WIRE MESH 'T-MINI ® ® — TMIN.' 1.,.- IS I DFA Y-Z� 15—�] E7D Iff-I F-I PRECAST CONIC. DRAINAGE V-6'X 2 1 OVERHANG (TYP.) V RINGS REINFORCED WITH 6XIS 6" RCA BASE BLUESTONE I SEE DRAINAGE CALCS. ---------- WWF COPING TYP. FILTER FABRIC LINING FULL AFFIX TAG STATING 2"0 SCH40 A i "MAIN DRAIN" PVC, TYP. DEPTH AROUND ENTIRE �N�7 DRAINAGE STRUCTURE 61" T. 272" GLASS TILE BORDER 2'MIN.TO GROUND WATER #3 STIRRUPS @ 12"O.C. PROVIDE NOTED 4' N/ —TYP. MARBLE DUST FINISH HAUNCH TO RECEIVE POOL DECK #3 BARS 12"O.0 HORIZONTALLY AND#3 BARS 6"O.0 REMOVE ALL CLAY ENCOUNTERED VERTICALLY AT DEPTHS GREATER THAN 5' DURING EXCAVATION. PROVIDE 6"MIN. PROVIDE#4'S 12"O.C.E.W ALONG PENETRATION OF RATEABLE SOIL. BACK OF BEAM HORIZONTAL BACKIFILL MATERIAL TO BE WELL DRAINED WITH NO ORGANIC CONTENT DRYWELL- 03 SCALE : NTS 31 DUAL MAIN DRAINS WITH ANITI-E�VTRAPEMENT COVERS /Xx/A Pegasus Engineering 81 O.0 Indworny Lane GALVINIZED POST W/FINIAL SET IN 6 -2100 C.r00%, N.Y. 11790 01 WATER TREATMENT DEEP I Ineering.org www.pegasus-eng SCALE : NTS CONCRETE FOOTING CHAIN-LINK MESH TO V EXTEND ABOVE TOP RAIL 06 POOL WALL SECTION_ UNAUTORIZED ALTERATION OF, OR SCALE : NTS ADDITION TO DOCUMENTS BEARING THE B A 4-HT. SEAL OF A LICENSED PROFESSIONAL 81 ENGINEER IS A VIOLATION OF STATE LAW. MESH SIZE NOT TO BA CKWASH CALCULATIONS: EXCEED 1.75"SQ. INCH ANY ALTERATION TO THIS DOCUMENT K X MUST BE DONE BY A PERSON ACTING GENERAL NOTES: UNDER THE DIRECT SUPERVISION OF A 8' SPA A 80 GPM PUMP X 5 MINS 400 GAL. BACKWASH X 4 1,600 GAL.CAPACITY (REQUIRED) S LLl LICENSED PROFESSIONAL IN I II' II III 10'DIA. RING PROVIDES 513.59 GALLON PER LINEAR FT.DEPTH FINI HED GRADE 1.Install pool in accordance with local ordinance,approved site plan and Residential Code of New York ACCORDANCE WITH STATE LAW. CAPACITY PROVIDED: (1) 1 O'DIA.X 4'DEPTH=2,054 GAL. -6" DEEP CONCRETE State Part X,Appendix G-Swimming Pools,Spas and Hot Tubs(2010). COPIES OF THIS DOCUMENT NOT MARKED 4 COMPACTED SUBGR DE iw- FOOTING 2500 P.S.1 (TYP.) 2.Locate patio,pool,pool equipment and fencing as specified on approved plot plan. Install all products in WITH AN ORINGINAL INKED OR EMBOSSED strict conformance with manufacturer's instructions, All warning labels to be permanently affixed. II SEAL SHALL NOT BE CONSIDERED VALID, TRUE COPIES. JI: 3.Fencing about pool area shall comply with local ordinance and Residential Code of NYS Part X, B Appendix G-Swimming Pools,Spas and Hot Tubs, Section 105.3 and conform to the following minimum specifications. 0 4 POOL ENCLOSURE a.The top of the barrier shall be at least 48 inches(1219 min)above grade measured on the side of the 50' barrier which faces away from the swimming pool. The maximum vertical clearance between grade and the REVISION: PROVIDE GAS OR OIL FIRED POOL/SPA HEATER TO CONFORM TO SCALE: NTS bottom of the barrier shall be 2 inches(51 mm)measured on the side of the barrier which faces away from the swimming pool. Where the top of the pool structure is above grade,such as an aboveground pool,the SEC.506.3 OF THE N.Y.S. ENERGY CONSERVATION CODE,5-02 barrier may be at ground level,such as the pool structure,or mounted on top of the pool structure. Where EDITION. HEATER SHALL BE EQUIPPED WITH CONTROLS AS SET V-16" BLUESTONE the barrier is mounted on top of the pool structure,the maximum vertical clearance between the top of the FORTH IN SEC.504.3.1 THRU 504.3.3 COPING pool structure and the bottom of the barrier shall be 4 inches. r- — — — — -T- — — — — — — — — - - — — — — — — - -17 b. Openings in the barrier shall not allow passage of a 4-inch-diameter(102 min)sphere. (2))MAIN DRAINS W/HYDROSTATIC II c.Solid barriers which do not have openings,such as a masonry or stone wall,shall not contain RELIEF APPLY STD.INDUSTRY II II indentations or protrusions except for normal construction tolerances and tooled masonry joints. LAYOUT W/MIN.TSEPARATION d.Maximum mesh size for chain link fences shall be a 2.25-inch(57 min)square unless the fence is 111 provided with slats fastened at the top or the bottom which reduce the openings to not more than 1.75 inches (44 mm). PEMBROOKE PIOOL 1 25' A I I I I e. Gates in the barrier shall be self closing,self latching and be secured with a key or combination lock or F I N E LANDSCAPES" E-] other approved child proof mechanism. Pedestrian gates shall open away from the pool. Where the self 411 4" latching mechanism is less than 54 inches above the bottom of the gate the latching mechanism shall be on P.O Box 848 the pool side of the barrier and the gate and barrier shall have no opening greater than III within 18"of the East Quogue, New York 11942 2 VI I latch and its release mechanism. (631) 909-2558 Voice (631) 909-4786 Fax 4.Where the design uses a wall of the dwelling as a part of the pool barrier installer shall provide one of the bill@pembrookerinelandscapes.com following access control measures. www.pembrookerinelandscapes.com t 1 11-6 1 V-13" 81 a.The pool shall be equipped with a powered safety cover in compliance with ASTM F 1346;or - 1 t BENCH 5 BENCH I I b.All doors with direct access to the pool through that wall shall be equipped with an alarm which produces an audible warning when the door and its screen,if present,are opened. The alarm shall sound continuously for a minimum of 30 seconds immediately after the door is opened and be capable of being ;SPA I I heard throughout the house during normal household activities. The alarm shall automatically reset under C 0 R S 0 all conditions. The alarm system shall be equipped with a manual means,such as touchpad or switch,to / ( I I temporarily deactivate the alarm for a single opening. Such deactivation shall last for not more than 15 (2) MAIN DRAINS W/HYDROSTATIC RELIEF APPLY STD. seconds. The deactivation switch(es)shall be located at least 54 inches(1372 min)above the threshold of RESIDENCE INDUSTRY LAYOUT W/MIN. 3"SEPARATION 1 1 11611 I I the door;or L — — — % c.Other means of protection,such as self-closing doors with self-latching devices,which are approved by 165 Deer Run F L N BIE CH L — — — — — — — - - the governing bad y,shall be acceptable so long as the degree of protection afforded is not less than the South old, New York ILTYP.SKIMMER OPENING F- F (2)MAIN DRAINS W/HYDROSTATIC protection afforded by Items 4.a or 4.b described above. RELIEF APPLY STD.INDUSTRY --- ------------- - ----- LAYOUT W/MIN.3'SEPARATION G I II II 1 5.Install all suction fittings in accordance with New York Residential Code Appendix G,"Swimming DRAWING TITLE L -JL — — — — — — — — Pools,Spas and Hot Tubs",section G 106,"Entrapment Protection for Swimming Pool and Spa Suction -- ------ ---------- Outlets". A minimum of 2 suction outlets shall be provided for the main drain line and be separated by a - 2 Y4"x 3 4"x 7 Y4"DANISH BRICK NOTE: minimum distance of 3 feet. Each suction outlet shall be equipped with a cover conforming to IN HERRINGBONE PAT.W/MORTAR PROVIDE THICKENED SLAB P OOL JOINTS ON MORTAR SETTING BED WALL/FLOOR AT NOTED DRAIN ANSIASME Al 12.19.8 or have a minimum projected dimension of 18"by 23". Pool cleaner fittings,if " . 272" LASS TILE provided,shall be located in an accessible area and be located between 6 and 12 inches below the minimum C D E //--6 HT. LOCATION FOR SUPPORT OF DRAINS operational water level or be an attachment to a surface skimmer. DETAIL POURED CONC. SLAB 3500 PSI REINF. Z EXTEND 6" PAST EDGE OF DRAINS WITH#10 WELDED WIRE MESH WATER LEVEL 6.Erect 4'high,minimum,barrier fence around the area to be disturbed prior to the start of construction. SHEET 6" RCA BASE BLUESTONE— —GREY MARBLE DUST Install erosion controls as required. COPING TYP. 7.Install pool in free draining sub grade. Backfill with clean select granular fill. LATERAL ,SECTION THROUGH POOL i J­--L- (1)100 WATT 8.Over head of pool shall be clear of electric lines. If a diving board is installed maintain a minimum of 13' UNDERWATER LIGHT % verhead clearance above diving profile. Diving profile to be clear of all intrusions. DATE: FEBRUARY 9, 2013 #3 STIRRUPS @ 12"O.C. PROVIDE NOTED 4" HAUNCH TO RECEIVE POOL DECK—\ T-4 2 SCALE: 1 =20' 9.Water treatment plant to conform to the following minimum specification. Pump to turn I volume in 18 PROVIDE#4'S 12"O.C.E.W ALONG BACK OF BEAM HORIZONTAL Size (ft.) A B C D E F G Area Cap. hours. Filter to pass no more than5gpm/sf. I skimmer, PROD. NO. 1-13 , Sq SOLID BENCH • DRAWN: BD Ft. Gal. 10.Provide potable water supply in pool area. #4 BARS 12"O.0 HORIZONTALLY AND#4 BARS 6" O.0 VERTICALLY .41 -1- --- — --- APPD: --7- 7 POOL 25x50 2,5 50 17..95 19.70 8 3.66 8 1000 49)875 11.Provide dedicated electric circuits of capacity sufficient to service water treatment plant. All electric in (2) MAIN DRAINS W/HYDROSTATIC RELIEF APPLY STD. pool area to be protected by ground fault interrupt. Install all electric in accordance with the N.E.0&local SPA 8' SQ. �8 3.5 64 1 ,60VI DRAWING NO. requirements. Ll INDUSTRY LAYOUT W/MIN. 3"SEPARATION NOR 12.Slope deck 1"per foot away from pool. All concrete to be 3,500 psi,5-7%air entrained unless 4 CD L-3 02 POOL VOLUME CALCS, �N otherwise noted. SCALE NTS 05 SPA PLAN AND SECTION SCALE : NTS