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Home My WebLink About37821-Z Town of Southold Annex 12/5/2013 P.O. Box 1179 54375 Main 'L Road Southold, New York 11971 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 accessory in ground swimming with fence to code as allied for. fence to code as allied 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 tured Si ture Town of Southold Annex 12/5/2013 P.O. Box 1179 ~~rr 54375 Main Road *b 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 navillion 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~ Sigry ture TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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 avillion accessory n- round 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 4 LDINGS 50.00 ~ ~1~7.1iD 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 building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 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 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions toaccessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $25 4. Updated Certificate of Occupancy - $50.00 .5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. / 3 New Construction: Old or Pre-existing Building: i/ (check one) Location of Property: ~ Pet 60 House No. n Street Hamlet owner or owners of Property: .6key4 CfWlso Suffolk County Tax Map No 1000, Section L_ Block Lot a Subdivision Filed Map. Lot: Permit No. J 7 / Date of Permit, Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for. Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ Applicant Signature 50FF0(,F Town Hall Annex ~pp~ COpy Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 • Southold, NY 11971-0959 ~ay01 t ~DO~ roger.richert(a_town.southold.nv.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 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey X 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 Other Equipment: inground swimming pool and pavillion to include, bondin ,3-pool lights, as heat 3-GFCI circuit breakers, 1-paddle fan Notes: Inspector Signature: Y4122 Date: Aug 1 2013 Electrical Certificate.)ls 3-76"1 # so 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 (R UGH) [ ELECTRICAL (FINAL) REMARKS: DATE l3 INSPECTOR 37 d ~o3~~F SOU)yp6 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: (3 INSPECTOR DATE o~~uF so/Mt 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 KELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: J DATE Ll l INSPECTOR J ~ o~aoF souryO6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG [ ] ELECTRIC C REMARKS: ZL-, ) $!nl 04 DATE l INSPECTOR F2- / ho3t OF SOUTy06 I J 4 Gt~ TOWN OF SOUTHOLD BUILDING DEPT. l'. 765.1802 / T 1 INSPEC O [ ]FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] I ULATION ( ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)p REMARK : ryl /~r~c ~1 CsL,~ `Ia UyE~ d INSPECTOR DATE [IJ ;lftjf Sol] er~w n'I 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: !/fly L~~C- - G DATE A INSPECTOR ' ho~j OF Nip 0 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN [ ] FRAMING / STRAPPING NAL [ ] FIREPLACE & CHIMNEY [ ] FIR INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ J ELECTRICAL (FINAL) REMARKS: s DATE / INSPECTOR l FIELD REPORT COMMENTS 3 ie ro , FOUNDATION (1ST) x FOUNDATION (ZND) c) i iC z ~ C BOUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE y E eB~~ d r `r FINAL ADDITIONAL COMMENTS c ~o z m z U/ / / / r r~ G~GCG - O ' W j m • 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) 7651802 Planning Board approval FAX: (633) 7659502 ~ O 2 Z Survey SalbtholdTown.NorthFork.net PERMIT NO. U Ti Check Septic Forth N.Y.S.D.E.C. Trustees Flood Permit Examined 21 20 l Strom-Water Assessment Form_ Contact: fir / Approv d f-I 20 I_ 1) Alx Mail to: *1 Disapproved a/c og_ W1Ajy ili42 IP3( o ~ 2,a5fL Expiration ~ I Building Inspector r 1 ~13 APPLICATION FOR BUILDING PERMIT ',J, FE6 13 V I Date e- ,13 2013L lam- INSTRUCTIONS 1C a 1`Yii~' be completely filled in by typewriter or in ink and submitted to the Budding 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. a The work covered by this application may not be commenced before issuance of Building Permit. it. 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 Budding Department for the issuance of a Budding 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. (Signature of applicant or name, if a corporation) fln 6,9)c M# a m4UP /ldl¢Z (Mmlingaddressofapplrcant) State whether applicant is owner, lessee, agent, architect, engine general contractor, ctrician, plumber or builder Name of owner of premises -0h C6 r O (As on the tax roll or latest deed) If applicant is a c rporat~on, saari of duly auth riz officer i (Name and title o rporate officer) Builders License No. Plumbers License No Electricians License No. - Other Trade's License No. 1. Location o land on which propose work will bedone: Hodse Number Street Hamlet County Tax Map No. 1000 Section Block Lot d' Subdivision Filed Map o._Lot - • 2. State existing use and occupancy of premises and i``njopnded use andc/u Cy o proposed construction: a. Existing use and occupancy ) r h h~Q-T~+ ~T~[fiicle i.~t b.• Intended use and occupancy ..'!E/N P ~I Jo A> /mi9' 4 m ~ )OA 3. Nature of work (check which applicable): New Building Addition ? Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost g~ K Fee (To be paid on filing this application) )d 5. If dwelling, number of dwelling units Number of dwelling units on each floor /4 If garage, number of cars P/l- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 nt Rear Depth Dimensions of entire new construction: Fro Height Number of Stories c~-n ize of lot: Front Rear Deptb 97, 6 3 s ,-Ib. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated AC 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ? 13. Will lot be re-graded? YES V NO-Will excess fill be removed from premises? YES NO ? J/ I' 14. Names of Owner of remjses~ - Address Phone No. ( ~P,2Z3 / k*A9 N Name of Architect reA WAW& Address a Phone No ~4 5 z 5m;444w,~) Name of Contractor ` ('i Address Phone No. 2~aS E, ~~I ti( 4 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 topogr~a/p'hical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES) NO CONNIE D. BUNCH * IF YES, PROVIDE A COPY. public, State of Nov: York Notary STATE OF NEW YORK) No. o1BU61B5CE'3 SS: Qualified in Suffolk CC" "'-'i N Commission Expires Apoi 14, 2---- COUNTY OF 4~ being duly sworn, deposes and says that (s)he is the applicant to; III d,& R (Name of indivi sign' ntmct) above named, (S)He is the oniractor 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 t fore me this, Y `-y-` Notary o eofApplicam 7 Town of Southold - Chapter 236 - Stonmwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) 4 NAME: Own Avert - tAM•Cmlracmr or OMa (Cimm pw) Pr q as nt roan AWIDenq C a op Corso f) 130y (AM 1~az,+ U.O 6LC N 11144 Adams. / W D /a V1 T 0: D zs FaxM: D 7 T.Nplmro I ZZ " 31 E-Mai: h Ca5. E-mail: R_01`52, Prop" Addrem % S Brief Description of Conmuction Acd*, Proposd Sttuctanl BIOS, Sot 6.C.T.M. M.. 1000 7 • n MRs, Project Scope auWar Sequence of Comnltttion Activity hrea alas tat IPtaWa adfdwal PapaaHaseai eor randlorCm1&d1PatonRas mm forknpimantadmofSWPPP: t r9o Lo ff2 S OS % y _~e~~~~~ CL/~~Jl ~ocm~ r.ati 631 ~ - D 1 Fuik10 7~ 7b 10 E•MSi: i. Name W Pa ems ImimnslWe for Installation 8 1101nterm. W mlm Control Praodce: I' ddrem. T,mphmill: FaA E-Mail: V11 K-'- I Total Area of Al Tdel Am of Land Cba" proleel Parcels: ;t/b35' anWnr Ground bialu arce: (a.r. rte) I-) Project N.M.: sort ErM ode: j (Anic"Ied) D. inn pAae-aea-M,oy+l Will this Project Disturbs five (5) or More Acres at AnyoneTimeDuringiMProposedDevelopment 7 Yes No aYEb:PImsAttawarilaFMlswlrmi . a. Does the Applicant have a Qualified Rlspecbr On Q Q Staff To Conduct the Required Inspections 7 Yes No b. Does the SWPPP Indicate Harr Frequently the Site O = List the NAMES ar dsarfiptim of all Pounbdy Impaamd Wamttodka.odM Waeandw Inspections wig Occur and for What Period of Time 7 Yes No _ c. Does the SWPPP Adequately Identify All Temporary Q I. and/or Permanent Soil Stabaifzallon Measures 7 Yes No d. Does the SW PPP Adequately Identify a Complete _ _ - . . ~ Protest Plies ng Plan ? Yes No smma of Wpaemd W Wb*dy (all!. TMeI, 703(d) LNmq hnpdnd_.) e. Does the SWPPP Indicate Additional that VVIII be UtllmetlProtect lSite Quality 7 YOes No _._._..._......._..__.__.___._'V...R1.___..._......__. f. f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Wemrbody: (ea. Lain creek say. Prod, sound. rreahmarwesaa..,) Of )nfent and SWPPP Acceptance Form for Review = Q - by the Town of Soutltctd ? Yes No ~p STATE. OF NEW YORK, o))ng w peyllenp COUNTY OF SS Hl JMI 39(1630 8t 'ON ;•.f to elei olignd Ag1O _ f 'liter I . .H..a....ma . of indivi.......d ....ot . sig.....In g ....Dam ...oc ..u...m.r..i) being drily swum, deposes and says dtat;~>r)(eist for stout, ( anas) And thathebire is the 4 (Oamr, Aews.,. t....xr .p. wa.. .........mr..,...al.e. ) Ooldrxmr, mpg 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 filc 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. ' Swo ImI to Ibefore me this; _..k. J( . day of 1...~... . 20J 1 CO D. BUNCH Notary Public: Iht.Y1...... ul\.,~.,`\................... York i ( stdaectAppkss) No.l11BU61 SWPPP Assessment FORM: 03-12 l in Suffolk County Commission Expires April 14, 26/ t i ~0 6 Town Ho Annex #r TekrAw (621) 765.1802 54275 Main Road IM I P.O. Bar R79 ~.ce mer. n .W .U6 SoathoK NY 11971-0959 -18117 i' BU11DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION i REQUESTED BY: C_~nP?~ 1~a~?o5~cl/ Date: Company Name: K l.. Name: ? ` License No.: - I dress: - 3 VV llq-1 1 Plhone No.: - a I JOBSITE INFORMATION: ("Indicates required information) *Name' nr'Sn Iae a *Address: Qur Sn x ,.01 ! *Cross Street: l~iav Ali r,1.1 fu JI *Phone No.: _ 6 ~i x 3 b a s 3 `1 Permit No., 3'18 1 Tax•Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please print Clearly) Pay.~~on L•)jslna <1J) AAA. . 0.~~ t)rr„tia (Please Cirde All That Apply) *la job ready for Inspection: NO Rough In Final *Do you need a Temp Certificate: YES /(9 Temp IMormadon Qf. needed) *Service Size: 1 Phase Whase 100 15o 200 Soo 350 400 Other New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional information: R4YMQl1-QLIF WI APPLICATION 824ROW et for inWecbW Fpm 2M 1 to D11~ BLDG. RCPT. TOWN Of SOHTHOLD 1? ~o~~OF SOplyo~ Town Hd Annex l r / Telephone (631) 765-1802 54375 Main Road P.O. Box 1179 H Q roger.riched d~(o`vm S 7 5 .nV.US Southold, NY 11971-0959 'vUM l iv BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: a l 3 / 3 Company Name: h su c Name: License No.: 33(- ~j 1 lec/;ce C -C~ fiS ~1 5k Address: c oo Z Phone No.: JOBSITE INFORMATION: (*Indicates required information) `Name: `Address: *Cross Street: 4ietJ *Phone No.: Crl l X47 ~(7 Permit No.: j $ Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 1);1 ovi (Please Circle All That Apply) *Is job ready for inspection: YES Rough in Final *Do- you need a Temp Certificate: YES Temp Information (If needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re-connect ndergroun Number of Meters Change of Service Overhead {q / Additional Information: RAYMENT DUE WITH APPLICATION 82-Request for Inspection Fom DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION made by Zoumas Contracting Corp. this 27`" 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. 8. 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 032-1986 - 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 #32-10% Z ae Contra Car pumas, r nt 0 ACKNOWLEDGMENT STATE OF NEW YORK ) COUNTY OF SUFFOLK } On the A14 day of February in the year 2004 before me, the undersigned, personally appeared John Zoumae 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 NotmyPubic ftte 8N&mYWk Cuu od in Su" Cou CommWWw EVkn MrI4, L SCSEDDLE A DESCRIPTION OF PROPERTY DECLARANT - Zoumas Contracting Corp. H.S. REF. NO. or NAME OF SUBDIVISION - SIC-03-0014 (PROPERTY DESCRIPTION) ' SEE ATTACHED ~w.rryptvlFn wr.~ Vyyw,.y~~.r vr.~e. ~w+vr~wM.. qty. A ?..-.v .~.+..n-v'..R nw. . eti.wM1 nM.M+l ll~l~ V !r 9 rl TITLE NUMBER: PAC-3549 AMENDED 3/2312804 SCHEDULE W DESCRIPTION ALL that certain plot, piece or parcel of lend, sltuat% lying and being at Bayvlew, Town of Southold, County of Suffolk and State of NewYark, being more particularly bounded and described as follows: BEGINNING st a point on the north side of North Baywiew Road, where the same is intersected by the east side of North Beywtew Road; from Bald point of beginning running along the not side of North Bayvfew 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 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 fee; 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 fee; THENCE North 27 degrees 34 minutes 20 seconds East 16.47 fee; 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 (Bled Map Number 7703) and Harbor Lights Section I, fled Map 4362, the fo0owing eight (6) courses and distances: 1) South 25 degrees 54 minutes 50 seconds West, 129.60 feat; 2) South 25 degrees SO minutes 30 seconds Weft 90.40 feet 3) South 30 degrees 48 minutes 30 seconds West, 763.46 feet; 4) South 27 degrees 25 minutes 20 seconds Weak 133.91 teat; 5) South 57 degrees 33 minutes 30 seconds East, 364.55 feet; 6) North 26 degrees 24 minutes 00 seconds East, 337.46 feet,, 7? North 47 degrees 08 minutes 30 seconds East, 302.85 feet; 8) North 37 degrees 25 minutes 40 seconds East 120.84 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 dogma 05 minutes 10 seconds West, 215.00 feet to Map of Harbor Lights Section Thirteen Map 04362; THENCE along lost mentioned land, the following two (2) courses and distances: 1) North 25 degrees 54 minutes 50 seconds East, 100.00 feet; 2,6s 2) South 64 degrees 05 minutes 16 seconds East, 446.00 feet to Map of Harbor Lq=~ Lights Section Three, Map RUT; >~6 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 1S minubs 40 seconds Walt, 562.27 fast; 2) South 45 degrees 9 minutes 20 seconds West, 208,82 feet; 3) South 32 degas 21 minutes 30 seconds West, 344.39 feet; 4) South 17 degrees 01 minute so seconds West, 500.00 feet; 5) South 73 degrees 05 minutes 20 seconds East, MOD feet to land now or formerly of Schroeder; THENCE along said land, South 17 degrees 01 minute 50 seconds West, 174132 feet to the north side of North Beyview Road; THENCE along the north skis of North Bayview Road, the following three (3) courses and distances: 1) North 73 degrees 05 minutes 20 seconds West, 975.14 fees; 2) North 72 degrees 58 minutes 00 seconds West, 18022 feet; 3) North 73 degrees 51 minutes 20 seconds West, 240.67 feet to the point or piece of BEGINNING. EXCEPING from the dmve-desodbed pmWsm the recharge basin as shown on Map of Harbor Lights Estate, Section 4, Map No. 7709 and lot No. 6 as shown on the Map of Harbor tights Estates. Section 4, Map No. 7703 and to the extent title may not be in the grantor to that Id property identified on the Suffolk Carty Tax Map as 1000479A.04A-MI.014 being a parcel 100 feet x 215f"t. r 1,L I l SCHMULB B CONSENT OF MORTGAGEE/LIENOR DECLARANT - ZOUMAS CONTRACTING CORP. H.S. REF. NO. or NAME OF SUBDIVISION - S10-03-0014 NONE 1 5. 1 I 'GiY+1'Yi.:'+rYiPMI!Yisil4'w•..1(KIti.:.Mi~ w. .rtw.wow.u...-•....+.-.....u.i+~...ny-,a.. 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 thisday 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 t e c earing s all be at t e 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 he 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. 8. 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. ZoAgas Cont ct' g Corp. 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 OF 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 OFF DEED ILIBER U3 2-1 A PAGE 3 RECORDED '2- - Q AND THAT AT IT CT IA S 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 COUNTY AND COURT THIS (Q DAY OF a#4 (f CLERK , STATE OF NEW YORK ) ss.: COUNTY OF SUFFOLK ) On the a14Eday 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. I II Ci iJJ.G hik C.JL 0. -Lo' Notary Public MELISSA McGOWAN Notary Public, State of Now York No. ~BB6919 OOmnlwion EVka May 1, 1'1: TITLE NUMBER: PAC-3549 AMENDED 3123/2004 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 Bayview 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 8ayview 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 Bayview Wood Estates (filed Map Number 5520) the following three (3) courses and distances: 1) North 26 degrees 50 minuteV50 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, filed 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 East, 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 W; 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 O T 7 A E E - O P E N s p 235, 2f' FIND. 4639 X12• U1 I / ~ II ~~l e N 72-24 1x ~ ' U, ~ ®6^ II i P ®e' I6• to 6• pWN 121%b 2• a / 6 I ®12• q tsj MOb~ a.9 s i 2 ®fi / I p ® I / n xivs ®24' r ry PR~MFM 12• j i ~'/j' 5 6• LOT 3 12' 'T 3 o / 12 ,ZVI / / I 1'~•y e• 1® e J fi. . ; .9 x'12• 6D law IIII e• /d~ ®12" / 5077 II X50 99 N 012- 12' i /w fi.~ II IIIh1l~ ~y~lllll / / f,/ 00 00 ® / / 6 ao" OD 012' 12• 1 5071 co W Go. 56 A6 III' 6J °y r4o 12 II I N O Cl) I 3 _ 50.33 F .1 y0 (-4484 NL - - . - - I I\ 7 V~•~• 4435 xi4M1.56 I - ~ - ~ \ _ b 1 A ff CORN. 15 I S. CMN UNK F ry~ A C. O.I N ,2.4E ` E A E L, M E,N v N 87-41',29,, W 4' DEER FENCE 7.5'N LOT s 298.36 ' SURVEY OFPROPERTY LOT 4 RIAD DS ZOUMAS CONTRACTING CORP. FILED:OCT. 10, 2004 - MAP #:11166 F SITUATE BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y SURVEYED: JAN. 29, 2013 ADDED POOL/PAV./PAT.: FEB. 12, 2013 w I ` NOTES: 1. PROPERTY KNOWN AS TAX MAPS/ 1000-79-4-17.21 2. LOT AREA = 82,635.62 SO.F1. (1.897 ACRE(S)) 9 3. THIS SURVEY WAS PREPARED USING A TRIMBLE S3 ROBOTIC TOTAL STATION. 4. ELEVATIONS REFER TO AN ASSUMED DATUM. 3 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BECONSIOERED TO BE A VALID COPY, OF K wyo Nov? y ~U 0 9 iJ ~Tj i U 0 LAND STANDARD NOTE:; 3 I COPYRIGHT ON2 MICHAEL I, WICKS LAND SUFVEYwG MICHAEL K WICKS, P.L.S. #50990 2, UNAVmoRCEO ALTERATION OR MERGE TO THIS SURVEY MAP REARING A LICENSED LAND SURVEYOR'S SEEL Is A VIOLATED OF SEVEN 72GW, SUB-ONSION l F NEW YORK STATE EDUCATION LAW. E MICHAEL K. Wlcxs S' ONLY BOOHWR SURVEY MAPS WITH THE SURVEYORS EMBOSSES SEAL ME GENUINE TOLD AND AND CORRECT COPIES OF WE SUpM EY0g5 cRI011UL 4 WORK AND OPINION s LAND SURVEYING A CERTIFICATIONS AN THIS SOUNDAW SURVEY MAP SIGNIFY THAT EH MAP WAS S PREPARED IN A EE O OF LAND CCORDANCE WON TI WE CURRENT EXISTING STATE PAVERES FOR R S ADAPTED RED HE NEW YORK ASSO ASSOCIATION F PROFESSIONAL HAND RCMMD`ORS.INC THE HE 1 %EIRI DON IS Wl E RouNDAprsupvEY IMP Is PREPARED, 200 BELLE VIEW AVENUE, ENDED TO PERSONS FOR WINES TI CENTER MORICXES, NEW YORK 11994 LENDING TINNTTPRIOXALINED ONE THIS COUNDERY CURVES MAP To T"E E VOICE: 691.874.0756 - FAX: 631.909.3645 a THE MODIFICATIONS HEREIN ARE NET TRANSFERnsLE. E. WE COVERED OF UNDERGROUND IMPROVEMENTS OR ENCROMIIMENTS ARE OWN AND 07EN CREMA D IF MY RECORDS OF RICHARD C. DRAKE MPROVEMENTSNOR ENERSECHMENTS SEXIST DR AREESHOWS THE NDfACPOUNS IMPROVEMENTS OR ENCBWCHMENTS ARE NOT COYEAEO BY THIS SURVEY 'e SCALE: SURVEYED BY DRAWN BY SHEET: 7, TIE OFTSET (OR DIMENSIONS) SHOWN HEREON FROM WE STRUCTURES TO 1"=30' M.S./J.S. A.C. 1 OF 1 THE HOT IN ENDEDTO 11111 TNEipeCTII 01 TONERSO WTAMIXG SMULS, Re 105 PUNTING ARDS, ADDITIONS TO BUILDINGS, AND ANY OTHER POOLS, PAT E ffiE OP CONSTRUCTION, o~~ict [.JC, GEOGRAPHIC DESIGN CRITERIA GENERAL NOTES F DESIGN LOADS CLIMATIC GEC 5UBJEGT TO DAMAGE FROM. HINTER IGE- SHIELD GENERAL NOTES: DIVISION 03 DIVISION I DIVISION 06 CONTINUED ROOF LOADS: GROUND KIND SEISMIC GROUND SNOW LOAD 45 psf -TABLE R301.2(5) RESIDENTIAL CODE OF N.Y.S. (p. 31) SNOW SPEED PE516N FROST LINE DESIGN UNDERIA"MENT ALL WORK SHALL CONFORM WITH THE NEW YORK STATE UNIFORM ALL ITEMS SPEGIFIED ARE TO ESTABLISH QUALITY of WORK, CONCRETE: GTUF - ALL STRUCTURAL LUMBER (JOISTS, 511JD5, RAFTERS, ETC) DEAD LOAD 15 psf LOAD CATEGORY WEATHERIN6 WEATHERING pEPTH TERMITE DECAY TEMP REQUIRED ` FIRE PREVENTION AND BUILDING CODE, AND ENER6Y PRODUOT5 OF OTHER MANUFACTURER'S EQUAL IN DESIGN, CONFORM TO THE FOLLOWING GODE5 AND STANDARDS - ALL SHALL STRUGTJ° MAX. SHALL BE CONSTRUCTION GRADE DOUGLAS FIR-SURFACE ATTIC LOADS: DRIED TO MAX. 14% M015TURE CONTENT, STRESS, GRADED STORAGE 20 psf - TABLE 4-1 ASCE (p. 13) 45 PEE 120 MPH 655-50 36" MODERATE TO SLIGHT TO C CONSERVATION GODES, LATEST EDITIONS. COLOR AND QUALITY MAY BE SUBSTITUTED IF APPROVED BY LATEST EDITIONS. DRIED TO BE CON THE ARCHITECT AS MEETING ESTABLISHED DESIGN AND LUMBER. LUMBER SHALL HAVE THE FOLLOWING MINIMUM NON-STORAGE 10 psf - TABLE 4-1 ASCE (p. 13) SEVERE SEVERE HEAVY MODERATE 11' YES v NOTIFY ALL CORPORATIONS, ADJACENT PROPERTY OWNERS, FUNCTIONAL CRITERIA -AMERICAN CONCRETE INSTITUTE #302 RECOMMENDED LUMBER. LUMBE STRESS PROPERTIES: FLOOR LOADS: CODE USED BUILDING CODE OF NEW YORK STATE YORK STATE UTILITY COMPANIES AND/OR LOCAL AUTHORITIES OWNING PRACTICE FOR CONCRETE FLOOR AND SLAB GON5TRUGTION, STRESS PROPS LIVE. LOAD 40 psf- TABLE 4-1 ASCE (p. 13) EXP05URE 6ATE60RY- BLDG 15 LOCATED WITHIN I MIL ATED WITHIN I MILE OF GOA57 LINE CONDUIT, WIRES, PIPES OR OTHER UTILITIES RUNNING TO OR ON ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE #301 5PECIFIGATIONS FOR 5TRUCTURAL CONCRETE FOR FB= 900 P 5.1. DEAD LOAD 10 psf THE PROPERTY OR IN THE AREAS AFFECTED BY THIS BE5T-AG6EPTE0 TRADE PRA6TI6E5 AND AS PER BUILDIN65, 4318 BI ILDING CODE REQUIREMENTS FOR FB= 900 P5.L FV= 15 F.B.I. WALL LOADS: E= 1,100,000 SINGLE USE DEAD LOAD 15 psf RIM CONSTRUCTION AND / OR OTHERWISE REQUIRED BY THE TOWN MANUFACTURER'S RECOMMENDATIONS. CONCRETE. FV= 15 P.5.1. OR LOCAL AGENCIE5 HAVING JURISDICTION GAP ALL E= 13OOp00 5 "IMMEDIATELY" c Z ABANDONED UTILITY LINES IN ACCORDANCE WITH THE THE CONTRACTOR SHALL GARRY WORKMAN'S COMPENSATION - GONGRETE REINFORGIN6 STEEL INSTITUTE MANUAL OF -ALL STRUCTURAL LUMBER SHALL COMPLY WITH AND BE WIND LOAD: 120 mph ~NCL ENCLOSE POOL TO CODE INSTRUCTIONS FROM UTILITY COMPANIES OR LOCAL AUTHORITIES AND GENERAL LIABILITY INSURANCE CONTRACTOR SHALL STANDARD PRACTICE -ALL S DUINTTAIRG ERECTED IN AGGGORADNGE WITH THE NATIONAL FOREST UP UPON COMPLETION a BEFORE "WATER" Ro ;DB.P.AS4 ~NOTED g~- 54 W HAVING JURISDICTION. OBTAIN ALL REQUIRED BUILDING PERMITS, APPROVALS, ERECTE UNDERWRITERS CERTIFICATE, INSPECTIONS, "C OF 0", AND/OR - AMERICAN 5OGIETY OF TESTING MATERIALS (A5TM) PRODUCTS ASS PRODUCTS A550GIATION'5 NATIONAL DESIGN 5PEGIFIGATION FROM FIGURE 6-lc ASCE (p. 40) BI FOR WOOD CONSTRUCTION, LATEST EDITION. FROM FIGURE RA01.2(4) RESIDENTIAL CODE OF N.Y.S. p. 30) UPLIFT: WIND EXPOSURE "B" CATEGORY 5 RETAIN STORM WATER RUNOFF DATEW z THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE COMPLETION FOR ALL WORK INDICATED FOR A5ENGIE5 HAVING STANDARDS AS NOTED FOR WOOD G01 FOR DETERMINING THE EXACT LOCATION OF ANY EXISTING JURISDIGTION. -ALL LUMBER SHALL BE GRADE MARKED FROM AF & PA WFCM RETAIN S D PU RSUANT TO CHAPTER 236 FEE: BY:~Zfr,-- ^ W Q DRYWELL5, CESSPOOLS, SEPTIG TANKS AND UTILITIES, -(I GO) INTERNATIONAL GODS COUNGIL, AND ALL OTHER -ALL LUMBER 5 STRUCTURAL WOOD FRAMING MEMBERS SHALL BE STAMPED SEISMIC LOAD: CATEGORY "C" OF THE T OF THE TOWN CODE. NOTIFY BUILDING DEPARTMENT AT Q 7 R 1 UNDERGROUND PIPING OR STRUCTURES THAT MAY INTERFERE CONTRACTOR IS TO SUPPLY OWNER, IN WRITING, A WAIVER OF LOCAL CODES AND AUTHORITIES. STRUCTURAL Wt AND GRADED AS, FOLLOWS: OF THE i 765.1802 8 AM TO 4 PM FOR THE a WITH NEW WORK OR DEMOLITION AND TO PROTECT SAME FROM ALL LIENS FOR HIMSELF AND ALL SUPPLIERS AND AND GRADED i RAFTERS AND JOISTS DOUGLAS FIR NO 2 OR GON51RU6TION ORADE NAILING SCHEDULE FOLLOWING INSPECTIONS: O ANY DAMAGE. THE REPAIR OF ANY DAMAGE DUE TO NEW 50BGONTRAGTORS, AT THE TIME OF EACH PAYMENT REQUEST. - NO GONGRETE OR MA50NRY WORK SHALL BE DONE DURING RAFTERS AND CONSTRUCTION OR DEMOLITION 15 THE RESPONSIBILITY OF THE TEMPERATURES OF 40 DEGREE5 F. AND FALLING. NO GRADE STUDS : DOUGLAS FIR No. 2 OR GONSTRUCTION GRADE TAKEN FROM THE ANSI/ AF & PA WOOD FRAME CONSTRUCTION MANUAL 1. FOUNDATION - TWO REQUIRED O FOR POURED CONCRETE a ^ GENERAL CONTRACTOR. DO NOT SCALE DRAWIN55 WRITTEN DIMENSIONS SHALL HAVE CONCRETE SHALL BE PLACED ON FROZEN SURFAGE5. NO STUDS : DOUGL PRECEDENCE OVER SCALED DIMENSIONS. ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERM15SION 2. ROUGH - FRAMING & PLUMBING r ^ Q F-i - PROVIDE 16 6A. PREFABRICATED GALVANIZED 5TEEL J015T FOR ONE & TWO-FAMII Y DWELLING (TABLE 3.1) 3. INSULATION V J U) THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OF THE ARGHITEdI - PROVIDE 16 E HANGERS FOR ALL FL05H FRAMED CONDITIONS, AS, # of MANUFACTURED BY 'SIMP5ON' OR APPROVED EQUAL HANGERS Joint Description Common Nails Box Nails Nail Spacing 4. FINAL - CONSTRUCTION MUST REPAIR AND/OR REPLACEMENT OF ANY ITEM OF EXISTING LARGE SCALE DETAILS SHALL HAVE PRECEDENCE OVER HANGERS FOR CONSTRUCTION THAT 15 TO REMAIN OR THAT 15 DAMAGED SMALLER 5GALE DRAWINGS. - GA5T-IN-PLACEGONGRETE SHALL CONSIST OF PORTLAND MANUFAGTUREL SHALL BE THE APPROPRIATE 51ZE FOR THE SUPPORTED BE COMPLETE FOR CO. DURING NEW GON57RUGTION. CEMENT, (ASTM G150 TYPE 1, TYPE III IF APPROVED BY SHALL BE THE MEMBER KITH THE SPECIFIED NUMBER OF FASTENERS. INSTALL - ROOF FRAMING ALL CONSTRUCTION SHALL MEET THE O THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE KEPT ENGINEER) STONE'AGGRE5ATE MIX (A57M 33) WITH POTABLE MEMBER WITH T IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. REQUIREMENTS OF THE CODES OF NEW THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE REASONABLY GLEANED OF ALL DEBRIS AND EXGE55 WATER, ACHIEVIN``JJ~~.. A MINIMUM COMPRESSIVE STRENGTH OF IN AGGORDANC Rafter to Top Plate (Toe-nailed) (3) Sd or _ S3LOd Per Rafter YORK STATE. NOT RESPONSIBLE FOR ,G DESIGN OR CONSTRII ION ERRORS. V .0 OCCUPANCY OR PERFORMANCE OR THE WORK OF THE GENERAL GONIRAGTOR, MATERIALS, TO THE 5AT15FAGTION OF THE OWNER, INGWDIN6 3,000 F AT It 28 DAYS. GONORETE FOR SLABS ON _ PROVIDE 50l OWNER OR ANY OTHER SUBCONTRACTORS NOR SHALL HE LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS. AT GROUND SHALL HAAVE A 28-DAY STRENGTH OF 4,000 P51 OF PLYWOOD - PROVIDE SOLID BLOCKING UNDER ALL UNSUPPORTED EDGES Ceiling Joist to Top Plate (Toe-nailed) (3) 8d or-(3) 10d Per Joist OF PLYWOOD - - - - GUARANTEE THEIR PERFORMANCE. THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE # of 16d common ALL WASTE MATERIALS, TOOLS, RUBBISH, ETC., CLEAN ALL - CONCRETE FOR STRUCTURAL MEIH556'5HALL BE PLAGED - ALL GAP PLATES TO BE DOUBLED. LAP GAP Roof Pitch nails or 40d box Nail Spacing tY,. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR GHARGE GLASS AND LEAVE WORK BROOM SWEPT UNLE55 OTHERN15E TO THE FULL DEPTH OF THE MEMBER IN ONE OPERATION. - ALL PLATES GAP AT PL/ L/ PLATED AT GORNL-R. nails per joint 4 OF AND SHALL NOT BE RESPONSIBLE FOR GONSTRU6TION SPECIFIED. HORIZONTAL JOINTS ARE NOT PERMITTED UNLE55 SHOWN ON - ALL NAIL5, BOLT5, ROD5, 51RAP5, J015T HANGERS, AND Ceiling Joist to Parallel Rafter (Face-nailed) 3:12 _ _ 29 Each Lap MEANS, METHODS, TEGHNIQUES, 5E0UENGE5 OR PROCEDURE5 OR PLAN OR SECTION FOR SAFETY PRECAUTIONS AND PROGRAMS IN GONNE6TION WITH CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIAL AND - ALL OTHER NAILSAILS,B , D OTHER FRAMING HARDWARE TO BE HOT DIPPED GALVANIZED. 16" o.c. (Max. Span = 36'-0") _4:12 _ 22 Each Lap USE IS UNLAWFUL THE WORK 51NGE THESE ARE SOLELY THE GENERAL EQUIPMENT AS SHOWN, UNLESS OTHERWISE NOTED ALL FRAMIN WITHOUT CERTIFICATE GONTRAGT0R5 RESPONSIBILITY UNDER THE CONTRACT FOR EQUIPMENT SHALL BE NEW AND OF BE57 'QUALITY. THE REINFORCING STEEL: 5:12 18 Each Lap MANUFACTURED LUMBER: 7:12 13 Each Lap CONSTRUCTION THE ARCHITECT SHALL NOT BE RESPONSIBLE CONTRACTOR SHALL FULLY GUARANTEE HI5 WORK AND THE -REINFORGING BARS SHALL CONFORM TO ASTIM STANDARD MANUFA -THIS WORK INCLUDES THE COMPLETE FURNISHINGS AND 9:12 10 EBCh Lap OF OCCUPANCY F FOR THE GENERAL CONTRACTOR'S SCHEDULES OR FAILURE TO WORK OF HIS SUBCONTRACTORS FOR A PERIOD OF ONE YEAR A-615 GRADE 60, FOP DEFORMED BILLET STEEL, TIES AND THIS WORK IN( CARRY OUT THE WORK IN AGGORDANGE WITH THE CONTRACT AFTER COMPLETION OF THE PROJECT UNLE55 OTHERN15E STIRRUPS SHALL BE GRADE 40. - INSTALLATION OF ALL MICROLLAM LUMBER BEAMS AS 5HOKN 12:12 8 Each Lap DOCUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVER 5PEGIFIED. INSTALLATION t IN THE DRAWIN65, HEREIN SPECIFIED AND NECESSARY TO OR GHARGE OF ACTS OR OMISSIONS OF THE GENERAL - REINFORGIN6 SHALL BE ACCURATELY INSTALLED TO THE IN THE DRAWIN( COMPLETE THE WORK. Ceiling Joist Laps Over Partitions (Face-nailed) 3:12 29 Each Lap _ CONTRACTOR, SUBCONTRACTORS OR THEIR AGENTS OR THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE REQUIRED ELEVATION AND CHAIRED OR SECURELY TIED IN COMPLETE THE 16" o.c. (Max. Span = 36'-0") 4:12 _ 22 Each Lap EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING OWNER, ARCHITECT, AND THEIR AGENTS AND EMPLOYEE5 FROM PLACE 50 AS TO PREVENT DISLOCATION DURING CONCRETE - THE MIGROLLAM LUMBER BEAMS SHALL BE MANUFACTURED 5:12 18 Each Lap FROM MIGROLLAM BRAND PARALLEL LAMINATED VENEER - - - - - - COMPLY WITH ALL CODES OF PORTION5 OF THE WORK. AND AGAINST ALL CLAIMS, DAMAGES, L055E5 AND EXPENSES, PLACEMENT FABRICATION AND PLACEMENT SHALL COMPLY WITH - THE M16ROLL INCLUDING ATTORNEYS FEES ARISING OUT OF ORRE5ULTING "MANUAL OF 5TAVARD PRACTICE" GR51 M5P-11-86 AND AGI 301 FROM MIGROLL LUMBER UTILIZIN6)(o° ORYe" THIGKNE55 DOU5LA5 FIR VENEER _7:12 13 Each Lap NEW YORK STATE & TOWN CODES REMOVE AND REPLAGE ANY AND ALL DAMAGED, ROTTED OR FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY "5PECIFIGATION5 FOR 5TRUGTURAL GONGRETE IFOR BUILDIN65", LUMBER U ILIZI GLUED UP IN CONTINUOUS PIEGE5 WITH ALL BRAIN PARALLEL 9:12 10 Each Lap AS REQUIRED AND CONDITIONS OF OTHERWISE UNSOUND FRAMIN6. REPLACEMENT FRAMING MUST SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) IS ATTRIBUTABLE CHAPTER 5 GLUED UP IN 6( WITH THE LENGTH OF THE MEMBER. LAMINATED VENEER 12:12 8 Each Lap BE OF PROPER 51ZE AND BEARING TO SUPPORT ANY AND ALL TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO WITH THE LENS, LUMBER SHALL BE OF SINGLE ONE PIECE LENGTH, FREE OF SOUTHOLD TOWN ZBA >TH01 PLANNING BOARD LOADS IMPOSED. INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER -REINFORCING BARS NOTED CONTINUOUS (CON-T) SHALL BE LUMBER SHALL THAN THE WORK ITSELF) INCLUDING THE L055 OF USE RE5ULTING LAPPED AT 5PLIGE5 AND HOOKED AT NON-60N1TIN0005 ENDS FINGER JOINT` FINGER JOINTS, SCARF JOINTS, OR MEGHANICAL Blocking to Rafter (Toe-nailed) (2) Sd or 2 lOd Each End GONNecTION5 IN FULL LENGTH. Rim board to Rafter (End-nailed) 2 16d or 3 16d - Each End PROVIDE AND INSTALL ALL FIRE STOPPING, CATS, BLOCKING, THERE FROM (B) 15 CAUSED IN WHOLE OR IN PART BY ANY UNLE55 SHOWN OTHERWISE ON DRAWINGS LAP `.51FLIGE5 SHALL GONNECTION5 ROOF SHEATHING LO NTAUSTEES ETC. AT EXTERIOR WALLS AND BEARING WALL5 AND AS NEGLIGENT ACT OR OM155ION OF THE CONTRACTOR, ANY NOT BE LE55 THAN 40 TIMES THE BAR DIAM. VENEERS SHf - VENEERS SHALL 8E DRIED AS REQURED. ADHESIVE USED - - REQUIRED BY CODE AND/0R JOB GONDITION5 AND IN 513GONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED _ To LAMINATE THE VENEER SHALL BE WATERPROOF, MEETING Structural Panels (Plywood) 8d lOd 6" o.c. N.Y.S. DEC U W AGGORDANGE WITH STANDARD AGGEPTABLE PRAOTIGE. BY ANY OF THEM, OR ANYONE FOR WH05E AGT5 MAY BE LIABLE 45G. HARDWARE AS APPROVED BY OR.S.L THE LAMINATE - REGARDLESS OF WHETHER OR NOT IT 15 GAUSED IN PART BY TO THE REG VENEE THE REQUIREMENTS OF ASTM D-2559-16, UNIFORMLY APPLIED TO THE VENEER AT THE REGUNRED 5PREADRATE. CLlr T TTPO IDIETATTiJ H THE CONTRACTOR SHALL VI5IT THE SITE AND VERIFY ALL PARTY INDEMNIFIED HEREUNDER LC~ CONDITIONS ANYDISGREPANGIE5, VOIDS OR PROBLEMS SHALL PLACEMENT: - MIGROLLAM - MIGROLLAM LUMBER BEAMS SHALL BE DE5I6NED TO MEET 11IT V 1 1 BE REPORTED TO THE ARCHITECT BEFORE SUBH155ION OF BID. ALL DIMENSIONS AND GONDITION5 ARE TO BE FIELD VERIFIED. _ SLUMP SHALL NOT BE MORE THAN FOUR OR LESS THAN TWO THE DIMEN510P THE DIMENSIONS AND LOADS INDIGATFD ON THE PLANS. ALL A THE IRAN N5 BID SHALL IMPLY 5 6OVIGTOR ACCEPTANCE INCHES AS MEASURED AT POINT OF PLAGEMENTT AND BY ASTM DE515N5 5HAL SU13MISSION OF AUTHORIZATION RBY THE NOT ARCHITECT. MADE WITHOUT CONTRACTOR TTE SHALL VERIFY SHALL SNOWING MEME DE516N5 SHALL BE IN ACCORDANCE WITH STANDARD RAFTER TO RIDGE CONNECTION RIDGE STRAP DETAIL ENGINEERING PRACTICE. COMPLETE DE515N CALCULATION OF THE DRAWINGS AND ALL EXISTING CONDITIONS. SU WRIN 143. ENGINEERING F SNOWING MEMBER FORGES AND 51RE55E5 AND ALLOWABLE LS268-675tbs. UPLIFT IF IN THE COURSE OF GON57RUGTION, A CONDITION EXISTS WHICH ALL DIMENSIONS 6 CONDITIONS ON THE JOB AND THA -CONCRETE SHALIL NOT BE RE-TEMPERED BY ADDITION OF LOAD ARE M LOAD ARE TO BE AVAILABLE UPON REQUEST FOR EACH (7) 16d NAILS into RIDGE m c~ DIFFERS FROM THAT AS INDICATED ON THESE PLANS, THE ARGHITEGT5 OFFICE MUST BE NOTIFIED OF ANY VARIATIONS WATER OF CEMENT AFTER IT HAS PARTIALLY HARDENED LOAD RE LL MICROLLAM LUMBER DESIGN THE DESIGN OF THE (7)16d NAILS into RAFTER C,ONTRA6TOR SHALL STOP ALL RELATED WORK AND NOTIFY FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE MICROLLAM IGROLLAM LL MIGROLLAM LUMBER 5EAM5 15 TO BE UNDER THE SUPERVI5IGN OF A REGISTERED PROFESSIONAL ENGINEER TMTJ26 - 640 tbs. UPLIFT - PLACE REINFORCING ACCORDING TO CR51 SUPERVLAM I THE ARGHITE6T. SHOULD HE FAIL TO FOLLOW THESE DRAWINGS. ALL MATERIALS, ASSEMBLIES, AND METHUD5 OF M PROCEDURES AND CONTINUE WITH THE WORK, HE SHALL ASWME GONSTRUGTION INGWDIN6 BUT NOT LIMITED TO FORhI-WORK, RECOMMENDATIONS, MIN. 3" COVER FOR 5URF,ACE5 IN AND IN AGGOF AND IN AGGORDANGE WITH THE NRB ACCEPTANCE, AND (10) 10dNAILS into RIDGE ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. BLOCK-WORK, FRAMING, NAILING, PLAGIN6 OF GON(TETE, ETC, CONTACT WITH 6RADE AND 2" CORER FOR OTHER SURFACES, PROVISIONS G PROVISIONS OF THE NATIONAL DE516N SPECIFICATION FOR (7) 10d NAILS into RAFTER ARE TO BE GAREFULLY SUPERVISED BY THE CONTRACTOR TO UNLE55 OTHERWISE NOTED. WOOD 19841 WOOD 19841 ALL WORK SHALL CONFORM TO THE NEW YORK STATE BE SURE THAT THEY ARE IN AG60RDAN6E WITH THE DRANIN65, - ALL MANUFACTURED LUMBER SUCH AS MICROLLAM5, TJI It, RESIDENTIAL BUILDING GON57RUGTION CODE (NY.S.B.G.G) SPEGIFIOATION5, APPLICABLE GODE5 AND GOOD PPACTIGE. - CONSOLIDATE GONOREfE BY HAND OR WITH MECHANICAL - ALL MANUFA JOISTS, S PARALLAM P5L COLUMNS, ETC,SHALL BE 'ILEVEL' ,y w (LATEST EDITION) AND ALL RULES AND REGULATIONS THEREIN DEVIATIONS FROM THE DRAWINGS AND 5PEGIFI6ATION5 WILL VIBRATORS, MAINTAIN PROPER REINFORCING ILOGATION5. JOISTS, $ PAf. AND WITH ALL OTHER AGENGIE5 HAVING JURISDICTION. NOT BE PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE BY WEYERHAE BY WEYERHAEUSER, OR APPROVED EQUAL. ALL BEAMS, snz ARCHITECT. - IF TEMPERATURE FALLS TO 40 F OR BELOW,I, UNIFORMLY JOISTS 4 GOL JOISTS 4 COLUMNS SHALL BE PREPARED 6 INSTALLED IN \ oho ~~z ~ ~ E THE CONTRACTOR SHALL MAKE SURE THAT ALL TRADE5 WORK HEAT WATER AND~AGGRECATE TO MAINTAIN CLONGRETE STRICT ADHEF STRICT ADHERENCE TO MANUFACTURERS SPECIFICATIONS. NO CONFORMS TO FEDERAL, STATE AND MUNICIPAL CODES,. THESE ALL ELEGTRIGAL WORK SHALL CONFORM TO RULES AND BETWEEN 50 AND 80 F AT POINTS OF PLACEMENT. DO NOT 5UB5TITUTION` REGULATIONS OF THE NATIONAL ELECTRIC, CODE ANp N.Y' USE FROZEN MATPFRIAL5, CALCIUM CHLORIDE, `5LAT5 OR ANTI- 50135TITUTIONS SHALL BE CONSIDERED 11THWT CERTIFICATION BY LIGEN5ED ENGINEER THAT THE c ^T ^sG IM2 INTERNATIONAL CODE COUNCIL (LS, 6.) AND ORDINANCES -h. on=n nc PVP IuInP WPITPQ9 THE FINAL CERTIFICATE cuni 1 = ew Fumnlum GERTIFIGATIO SHALL SUPERSEDE DRAWINGS, NOTES AND DIMENSIONS IN ALL GASES. THE ARCHITECT SHALL BE NOTIFIED OF SUCH CHANGES OF APPROVAL MUST BE PRESENTED TO THE OWNER PRIOR TO BEFORE WORK 15 STARTED NON-FAMILIARLY WITH GOVERNING FINAL PAYMENT. - MAXIMUM DEVIATION FROM FLUSH, PLANE ORZ PLUMB - LVL MEMBEP - LVL MEMBERS TO BE 13/4" X WIDTHS OR SOLID PSL MEM5ER5 OF THE SAME SIZE PROVIDE TJI BLOCKING M 0 6 ~6 RULES AND REGULATIONS WILL NOT BE CAUSE FOR AN "EXTRA" HIS WOFK AND THE SURFACES SHALL BEYS" PER FT., SLAB5 SHALL BE LEVEL, MEMBERS OF BETWEEN J015T5 OVER ALL INTERIOR BEARING WALLS AND BILLING. IN THE EVENT THAT WORK HAS TO BE REPLACED FOR THE CONTRACTOR SHALL FULLY GUARANTEE UNLESS OTHERWISE NOTED BETWEEN JOI` WORK OF HIS 5U5CONTRACTOR5 FOR A PERIOD OF ONE YEAR DROPPED BE/ DROPPED BEAM SUPPORT5. INSTALLATION (a), 16" O.C. RESPON51BLE IF H HE THE HAS NOT CONTRACTOR NOTIFIED THE SHALL BE HELD ARCHITECT BEFORE AFTER COMPLETION OF THE PROJECT UNLESS OTHERNI5E ESPONSIBLE IF - FORMWORK NOT SUPPORTING WEIGHT OF G TE MAY "SIMPSON" CS20 1 1/4" 20 GA. - THE MIG120LL 1 EMBER BEAMS, LIKE ANY OTHER WOOD (5) 8d NAILS Q EACH END INITIAL INSTALLATION. SPECIFIED. BE REMOVED AFTER 4b HOURS OF DURING ATi F NOT NOT LE55 -THE MICROL THAN 50 F. PRODUCT 5HA PRODUCT SHALL L BE EXERCISED DURING HANDLING TO PREVENT DAMAGE TO THE BEAMS. c ALL MATERIALS, ASSEMBLIE5, AND METHODS OF CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHOP DRAWINGS PREVENT DAP LS268 & TMU26 TYPICAL INGLUDIN6 BUT NOT LIMITED TO FORM-WORK, BLOGK-WORK, WHICH MAY BE NEEDED FRAMING, NAILING, PLACING OF CONCRETE, ETG. ARE TO BE DIVISION 05 - ALL HARDW - ALL HARDWARE 15 TO BE FABRICATED BY OTHERS LIGHT SLOPE HANGER CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THAT DIVISION 02 AGGORDING T DOCUMENTS. AGGORDING TO DETAILS CONTAINED IN THE CONTRACT INSTALLATION Q 16" O.C. DOCUMENTS. SIZE OFH NQM DETER ED BY SIZE OF RAFTER THEY ARE IN ACCORDANCE WITH THE DRAWIN65, MISC. METALS: SPECIFICATIONS, APPLICABLE CODES AND GOOD PRACTICE. SOILS AND FOUNDATIONS: - THE MIGROLLAM LUMBER BEAMS ARE TO BE INSTALLED IN - EXCAVATE FOR ALL FOOTINGS, FOUNDATION WALLS, AND 5TEEL WORK IN GENERAL SHALL CONFORM T(O THE FOLLOWING - THE MICROL ACCORDANCE WITH THE PLANS. TEMPORARY CONSTRUCTION BRACING, SHALL BE RESPONSIBLE FOR ADEQUATELY OTHER SUCH WORK AS MAY BE NECESSARY, TO THEDEPTH5 AMERICAN INSTITUTE OF STEEL GON5TRUCTIONJ (A.L5.6.) ACCORDANCE BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AS SHOWN ON THE DRAWIN65 ALL TRENCHS FOR POOTIN55, 5TANDAR05. LOADS BEY01 LOADS BEYOND LIMITS INDICATED THEREON ARE NOT AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND FOUNDATIONS, SLA55, ETC. SHALL HAVE LEVEL SOLID AND - CODE OF STANDARD PRACTICE FOR BUILDERS AND BRIDGES. PERMITTED. I PERMITTED. HOLES, CUTS OR NOTCHES NOT PREVIOUSLY APPROVED BY THE ENGINEER SHALL NOT BE MADE. THE MISALIGNMENT ACCORDIN6 TO APPLICABLE CODES, UNDISTURBED BOTTOMS OR ENGINEERED CONTROLLED FILL APPROVED B FINAL ERECTION OF THE MIGROLLAM BEAM SHALL BE UNDER 4 5TANDARD5 AND GOOD PRACTICE HAVING A PRESUMPTIVE BEARING CAPACITY OF 2'ONS PER - 5PEGIFCATION5 FOR THE DESIGN, FABRIGATION, AND FINAL ERECTI THE DIREGTION OF A QUALIFIED GONSTRUGTION SUPERVISOR. - - - SQUARE FOOT, MIN FOUNDATION FOOTINGS ARE TOBE MIN. ERECTION OF STRUCTURAL STEEL OU1LDING5, IINCLUDIN6 THE THE DIRECTIC THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL b" DEEP PROJECTING 4" ON EACH 51PE OF THE FONDATION COMMENTARY AND SUPPLEMENTS MEET ALL LOCAL FIRE DEPARTMENT'S REQUIREMENTS AND -LATERAL N, - LATERAL NAIL HOLDING AND WITHDRAHL ARE AS 4`O PROVIDED IN THE CODE FOR DOUGLAS FIR 5AWN LUMBER L - RE6ULATION5, PROOF OFWHIGH SHALL BE FURNISHED TO THE WALL. - 5PEG5 FOR STRUCTURAL JOINTS OSIN6 A5TN4 A-325 OR A-00 PROVIDED IN NAILS INSTALLED PARALLEL TO THE GLUE LINES ON THE O FIRE MARSHALL PRIOR TO THE INSTALLATION OF SUCH - ALL 501L BEARING CAPAGITY ASSUMED 2 TONS/ SQUARE BOLTS. NAILS INSTAL NARROW FACE SHALL NOT BE SPACED CL05ER THAN 4 PRODUCTS. NARROW FAC FOOT. SOIL BEARING CAPACITY SHALL BE VERIFIEd A _ COMPLY WITH THE FOLLOWING AMERICAN WELDING SOCIETY INCHES FOR I INCHES FOR 10-PENNY COMMON NAILS AND 3 INCHES FOR OF ENGINEER ENGAGED BY THE OWNER PRI RIOR TO (A.W 5.) STANDARg5 LATEST REVISION b-PENNY COP PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR aEOTEGHNIGAL b-PENNY COMMON NAILS. NAILS INSTALLED PERPENDICULAR TO THE GLUE LINES ON THE WIDE FACE SHALL BE INSTALLED _ - - - THE A ARCHIRLHITINiECT IN A.W.5. 01.1 STRUCTURAL WELDING CODE TO THE GLUE FRAMING OF ALL AREA5. INSTALL AND REMOVE (AFTER ENGINEER PLACEMENT SHALL ANY REPORT FOOTING FINDINGS TO CONCRETE. INSPECT* IN ACCORDANCE WITH THE CODE. THESE NAILING Oj COMPLETION) ALL TEMPORARY SUPPORTS, HEADERS AND DUST AA S. DI2.1 REINFORGIN6 STEEL WELDING GOmE IN AGGORDAI SPECIFICATIONS ARE BASED ON A MEMBER AT LEAST 3/4" SCREENS TO ADEQUATELY SUSTAIN ALL LOADS AND PROTECT WRITING. SPEGIFICATIC THICK AND 3 I12" HIDE. HOLDING POWER OF THESE BOLTS - - - EXISTING WORK FROM DAMAGES OF ANY KIND, INGLUDIN6 DUST. - MINIMUM DEPTH TO CONCRETE WALL OR FOOTING BOTTOMS - COMPLY WITH ASTM A-6 GENERAL REQUIREIMENT5 FOR THICK AND 3 INSTALLED PERPENDICULAR TO THE GLUE LINES 15 AS 9 PROVIDED IN THE CODE FOR DENSE DOUGLAS FIR. ARE SHOWN ON PLAN. EXTERIOR FOOTING SHALL BE AT DELIVERY OF ROLLED STEEL PLATES, SHAPE'S, SHEET PILING INSTALLED PI FLASH, CAULK AND SEAL ALL JUNCTIONS OF NEW ROOFS, WALLS AND BARS FOR STRUCTURAL USE. PROVIDED IN AND PENETRATIONS, TO FORMA WATER TIGHT ASSEMBLY. ALL LEAST 4'-0" BELOW GRADE OR ON ROCK. FOOTING BOTTOMS MAY BE LOWERED TO ADEQUATE BEARIN6 SOILS - 5PEGIFIG APPROVAL 15 REQUIRED FOR OTHER THAN FLASHING TO EXTEND AT LEAST B" ABOVE INTERSECTING OR UNSUITABLE MATERIALS MAY BE REMOVED AND REGUREM NTS O~ THE GOVERNING AUTHORITY )AS E5NOTED AND ALL NAILED OR E NAILED OR BOLTED CONNECTIONS. ROOF SURFACES. REPLACED BY EN61NEEP CONTROLLED FILL. THE CONTRACTOR SHALL MAKE ANY 6ORRECTION5 REQUIRED _ FILL USED OR ENCOUNTERED UNDERNEATH FOUNDATIONS DIVISION 06 5TRU6TURAL 5TRUGNRAL PROPERTIES: E= 2,000000 FB= 2,800 P S I. DESIGNED BY: WD BY THE ARCHITECT. APPROVAL OF DRAWING-5 OR SCHEDULES E= 2,0000C AND SLABS ON THE GROUND SHALL BE PLACED IN LIFTS NOT WOOD & PLASTICS: - NO SUBSTI - NO SUBSTITUTE5 ARE ACCEPTABLE, UNLESS 5PEGIFICALLY DRAWN BY: WR SHALL NOT RELIEVE THE CONTRACTOR FROM RE ATION , UNLE EXCEEDING V IN THICKNESS AND COMPACTED TO A MINIMUM NOTED BY E NOTED BY ENGINEER. COMPONENT AND CLADDING PRESSURE ZONES CHECKED BY: WR FOR DEVIATIONS FROM DRAWINGUAND SPECIFICATIONS, UNLESS OF MAXIMUM DENSITY IN ACCORDANCE WITH THE STRUCTURAL. LUMBER: W DATE, 2-5-13 HE HAS GALLED ATTENTION TO SUCH DEVIATIONS (IN IT WRITING) AT MODIFIED PROCTOR TEST (A5TM D-1557), - THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED TO PLYWOOD : LEGEND THE TIME OF SUBMISSION OF ND AND SECURED WRITTEN SUPPORT THE FOLLOWING LIVE LOADS AS REQUIRED BY THE PLYWO' _ APPROVAL. NOR SHALL IT RELIEVE HIM FROM RESPONSIBILITY _ MAINTAIN 1:5:1 HORIZONTAL TO VERTICAL SLOPE FOR ANY - SLOPED ROOFS AND WALLS SHALL BE COX 2410 PLYWOOD O TO BE NAILED V bd NAILS ® 6" O.G. NOTE: REFER TO NAILING 5GHEDULE FOR JOB NUMBER FOR ERRORS IN SHOP DRANIN AWIN65 O OR SCHEDULES OR THE FOOTINGS. ~ NEW YORK STATEBUILDIN6 CODE AND RE6VULATION5: - SLOPED Ri 51b" THICK A.P.A. RATED 24/0 EXTERIOR GRADE. FOR ROOF ADDITIONAL INFORMATION ON NAILING. PROPER PERFORMANCE OF MECHANICAL EQUIPMENT AND EXCAVATION ADJACENT TO I 51b" THICK / : SHEATHING SPANNIN6 I6" O , LESS, AND 3/4" THICK O TO BE NAILED W/ IOd NAILS ®6" OC. '°z 13101 CONTROLS. - WATER SHALL NOT BE ALLOWED TO 5TAND IN SLOPED ROOFS 45 P5F OTHERWISE. TERRACE/ FLAT ROOFS 60 PST OTHERWISE. a EXCAVATIONS UNTIL AFTER CONCRETE WORK HAS SET. LIVE LOADS SHEATHING THE WORD "PROVIDE" SHALL MEAN TO FURNISH AND INSTALL CONTRACTOR SHALL REMOVE SUCH WATER AT H19 OWN FLOORS 40 P5F -ALL PLYWi - ALL PLYWOOD SHALL BE GRADE MARKED AND MEET THE ` SHEET NUMBER ALL MATERIALS NEGE55ARY TO COMPLETE THE WORK IN EXPENSE STANDARDS OF AMERICAN PLYWOOD ASSOCIATION. (A.P.AJ : ACCORDANCE WITH ACCEPTED CONSTRUCTION STANDARDS AND DEAD LOAD STANDARDS MANUFACTURERS RECOMMENDATION5. - GONCRETE FOUNDATION DESIGN ALLOWABLE SOIL BEARING ROOF 4 6EI1,IN6 15 P5F - EXTERIOR SHEATHING TO BE COVERED WITH 304 FELT OR W GN1 CAPACITY 3p00 P.SF TO BE VERIFIED IN FIELD INTERIOR WALL5 10 FEE APPROVED APPROVED EQUAL FRED RIVERA, ARCHITECT 2012 i II A w A-2 3._q.. .L - - - - - - - - - - - - U I 1 181-3"RIDGE HEIGHT E HEIGHT RIDGE VENT ICE HE16HT - W TRIM (FIELD FIT) w --i°~ TYPICAL ROOFING %y TRIM BY "VER5ATEX" O Ya" FING~ C C C VER5ATEx' - J + SHINGLES (b" TO WEATHER) rc r - l l L Tl ! Tx JI s BOARD OVER Y1 roTIwEATHER i 1 l 14 CI I Ci 1 I` r l 1 rl L[ fT:I 1 4 Ji_ ` - t'1 ``I PLYWOOD SHEA 2 THING 6" GROWN RAKE MOULDING m - - _ J - I = L OVER 30# FELT BY "VERSATEX" r n ~y ~L] ILL 4LEDONE Y GEDAR PERFECTION r ? . IX4 SPACED SHEATHING 4" STONE - r ,HEATHIN6 5 VIF l T fl.; ~I,F,f~'I „f~ rC, I. - 5 VIF T -,1J ~i [I ~i Si~(:~T f~~1F" ~ 1 ~lili [.~'lJil ll~„1I CllJ]1 ~TJ 4~-1LIT ~~f ~l7J~i111C~ifi {~~Jri ~J~- BLIND FLA51HIN5 LEDGE I L _ 'I T 1 -.µli CC"" 1 l Y-- 1~1 11~ Sk' to 2 1 - - 3500 P51 CONCRETE PIER, ' 6" GROWN MOULDING BY I` II" 'ULDIN6 BY b GROWN MOULDING C`"7 l G"I G fi ~ ~ f I J C C r~'C' I I l, l G! 1 I.~G [1~ W Q 5-196 EAIR ENTRAINED WITH "VERSATEX" EA DEEP FOOTIN FOOTING / b"" 12 ur[,;1 l C J[~i liil' L l li i lI C f Y l l l I lJC fri f° ~i li f`l ' J C z er'vERSArEx, GH SIDE OF PIER -SEE -q" PL. HT. HT. 4 C J ru 1 C~ i T ~L l -C" l 4 9" PL T. -1 TT _ ~Tr •~Q~ r'~-7 DETAIL ~ 10 - - - -~I._.I. ~ Iti1T 1 li_Jfiu.l. -1 rrl z a x Ypr- Y I V J ~ O A-z I I I J,I Ixb FA5GIA - Ixb FASCIA BOARD BY OARD BY BOARD BY - "VERSATEX" 4" P6 3500 PSI SLAB ON n, Ix TRIM BOARD BY "VER5ATEX" Ix TRI Ix TRIM BOARD BY "VERSATEX" O "VERSATEX" END THREADED RODS _ "VER° ED RODS BEYOND rv GRADE WITH bXbXI0 WWM END THREADED ROD5 OVER GRAVEL BASE BEYOND 12" 50UARF LOAD ROOF 5HIN6LE5 TO BE INSTALLED IN u o i' F IT SQUARE LOAD BEARING SAD BEARING BEARING BY H134 AST u u U PERMACAST COLUMNS BY H84G OR EQUAL WITH SOLUMNS BY ACCORDANCE WITH THE CEDAR SHAKE 8 COLUMNS BY H866 SHINGLE BUREAU REGOMMENDATIONS lAL WITH OR EQUAL WITH LINE OF UPPER AND TUSCAN CAP 4 BASE 4 BASE U S 9 TUSCAN OAP L BASE k U OKER L PATIOS BY ~ L OTHERS BLAGK BEAR GRANITE GRANITE BLACK BEAR 6RANHfE VENEER 8 GAP f ilf- 'P VENEER 4 GAP ~I I I 1 ~Jr i~x~ d w O (2) DEL #5 GRADE 40 REBAR P.C. PIER W/ FOOTING TO 4'-0' FOOTING T04i_Oii O J u - i L - RIN65 BENT AT MIDPOINT - 4" STONE BELOW GRADE 8" P.6. FOUNDATION WALL ON )E 'dJ, Q Wxb"FOOTING yl LEDGE CI=-===L H P.G. PIER VV FOOTING L - L---- - - -----J L -1 TO 4'-0" BELOW GRADE - ~L- - 8" P.G. FOUNDATION WALL ON ~;9 seq. ~W ~ 16'0" FOOTING +2T-0" A A A-2 A-2 FOUNDATION PLAN ELEVATIC VATION "A" ELEVATION "B" H l 1/4"=P_0" U 1/41=11_01 1/4"=11-0" GU?y o 1 QI u UPPER PATIO ELEVATION YD" (BY OTHERS) P.C. STEP W/ BLUESTONE TREAD - NOTE PROVIDE- HANDRAIL A MULTIPLE LAMINATIONS OF MIGROLLAM VERIFY IN FIELD 2'-q" A2 GIRDERS TO BE BOLTED TOGETHER LOCATION OF STEPS TO LOWER PATIO ,LOWER PER MANUFACTURERS 5PECIFIGATION5 TO BE VERIFIED IN FIELD WITH PATIO - Q AND REGOMMENDATION5 LOCATION OF UPPER PATIO BY OTHERS (BY OTHERS) N NN~ i rv PT. I"R DGE HE 6HT RIDGE VENT 18'3" RIDGE HEIGHT I I - - r/ - - 12" 1211 2x41i5B®I6 O.G.-TYR TYPICAL ROOFING: ,LROOFIN6: 12 ~ PERFECTION _ ~_,~i Ps fh" TO wEATHrR7 ~ , CONGEALED FLANGE FADE DN rv CE-3 AR RIDGE HEIGHT PERFECTION oz~zd ~'Eo&~, °gur ~wm ~30p~ <Sas MOUNT HANGERS . a. ..-1 1 ~ionca 4R rep-r~~ SHINRI F5 (N' TO HEATH - _ IIyVI. W - _ _ _ _ ~j VER 30# FELT 30# FELT s - - - X4 SPAGED SHEATHING AG l l 1 1 1 1 1 5 v F A- v ~I F71 1 1 JL l a 1 11 11 1 ED SHEATHING 1' U I T a 'I 1 I a~' I I f ,S (2) 2x12 - SET BOTTOM FLUSH WITH rv - _ Crl_ - j 1 TL J 1 ' "I 12 SOFFIT HEIGHT _ 6" GROWN MOULDING 3l MN MOULDING BY J'I 4TEX" - - 1:2 'IT 12 ~'UUUgg I S 1 s 0< e s 12" SQUARE LOAD BEARING w - - - - "VERSATEX" PERMAGAST COLUMNS BY I I / / ~ 1 1 L~ .11 f I l~ o-g PL Hr. H346 OR EQUAL WITH _ - IO_9" PL. HT a" PL. Hr 4 4 w TU5GAN GAP $ BASE 2'_4" 2'-4' H 11il x 51MP50N #LUS2I4-2 SLOPED 2x4 0 RI 3 FAGE MOUNT 1)13L ® I6" O.G. - TYR ~ Ixb FASGIA BOARD BY .SGIA BOARD BY LATEX" Y-O" Ix TRIM BOARD BY o DI I N II J015T HANGER 3 III I vERSA Ex" "VER5ATEX" 4 Uo LL rv END THREADED RODS 4READED RODS B o POOL f ON BEYOND JD o 4 I; I I~ ~I PAVILLION 12" SQUARE LOAD BEAS JAKE LOAD BEARING II ' bxb POST TO RIDGE ABOVE m g rF PERMAGAST GOLUMN5 E hGAST GOLUMN5 BY - TYP. EACH END THERMAL BLUESTONE PAVERSI HB46 OR EQUAL WITH OR EQUAL WITH - { II LINE OF UPPER AND LOWER N u: TU5GAN GAP 4 BASE- N GAP 8 BASE >-r PATIOS BY OT I LINE OF ROOF G ABO w - OVERHANGbX105 TOP PLATE - BLACK BEAR GRANITE BEAR GRANITE _I - - - iii/~ mF o~ MERSu a - SLOPED 2x4 1 2 VENEER d GAP - R dGAP I 1~ir ll I2 . P pi r G XIO WITH SLATE ABOVE _ ®I6" O.G - NP. Ed L0. _ - LINE OF ATIOS DEFER AN LOWER Oi i THREADEDROD5 FOR TIE _ p BY OTHER5 I I DOWN ttP. OF 4 PIERS F --I (2) 2x12 - SET BOTTOM FLUSH WITH SOFFIT HEIGHT I PG. PIER WV FOOTING T HER WV FOOTING TO 4'-0" ~ - o -------------Z----- NG-BADE -v' f - J -J F-J BELOW -RADE RG PEDESTAL WITH "BLACK - - -a - BEAR" GRANITE VENEER w 3 I~ "x20" MIGROLLAM GIRDER w - - J (ELEV. I'-6") 12" 12" 12" 12" P.G. STEP W/ x A a~ - - - - J EAGHV SIDEANNDRADIL A-2 A u.) DESIGNED BY: WD ELEVATION "B" A-2 X DRAWN BY WR O Cf SECKED BY: WR ~EVATION " 01 ELEVATION "D" [C~ DATE: 25-13 FLOOR PLAN ELEVA7 _l _p 1/4"=V-10" JOB NUMBER 1/4"=T-0" w 13101 I o~ SHEET NUMBER A-1 FRED RIVFRA, ARCHITECT 2012 ¦ NOTE MULTIPLE LAMINATIONS OF MIGROLLAM GIRDERS TO BE BOLTED TOGETHER PER MANUFACTURERS 5PEGIRGATION5 AND iZEGOMMENDATION5 (2) 2x6 PLATE 2x6 PLATE w TORQUE NUT TO 500 FT-LB TYPICAL ROOFING U R g0527.1 ICE PROTECTION NOTE: li (3) 13/4"x20" MIGROLLAM 2x10 RR E IE" O.G. CEDAR PERFECTION SHINGLES (E" TO WEATHER) "WINTEMARD" HATER PROOFING SHINGLE H, (2) 2xb TOP PLATE OVER 50# FELT UNDERLAYMENT BY "OERTAINTEED CORP" IX4 5PAGED SHEATHING EXTENDING FROM THE EAVE EDGE TO A POINT DIMENSIONED HORIZONTALLY 24" IN5IDE THE EXT. WALL LINE OF THE 5TRUGTURE d AT ALL 2x10 CJ ® 16" O,G. SIMP50N H25A - TYP, w O CRITICAL VALLEY d HALL TO ROOF EA. RAFTER 0 INTE¢5EGTIONS. r „ 10,_4"PL. HT a ~~Z 5 +2yp ~ ry+~ti (2) 2x12 I GbX105 TOP PLATE PLATE E" GROWN MOULDING BY 20 BLOGKINiG BEYOND IEYOND "VERSATEX" Q Q 000 p=~LJ - --pLJ~__' O Ix12 FASCIA BOARD BY ilk J-- J IL "VERSATEX" O IX12 BLOGKING f O II I ~ I 2x4 0 III FRAMED SOFFIT W/ 2 12 2x4 ®1E" FRAMED SOFFIT W/ O 1x4 T$6 SOFFIT BOARD5 - 4F- rv~ ~4 1 1x4 T46 SOFFIT BOARDS 14 PROVIDE CONT. VENT STRIP r 1 P05T TO GIRDER 1 12" SQUARE LOAD BEARING E" GROWN MOULDING BY "VERSATEX" v BELON - TYP. PERMACA5T GOLUMNS BY H545 OR EACH END EQUAL WITH TUSCAN GAP 4 BASE Ix TRIM BOARD BY "VER5ATEX" (2) 1 %"xl8" MIGROLLAM RIDGE I I I I I I I I (2) 2X10 #2 DF GIRDER SUPPORT, I I I I I I I RIPPED TO WIDTH (ABOVE (2) LAYERS OF V,` PLYWOOD FILLER I I COLUMNS ONLY) LN L END THREADED ROD, A5TM A525 e+ p I 2x6 RR. r ® Ib^ o. . DETAIL o OG 1 ~o xlb'R . I I I I TV ry_"~ri"1 , A JIL 12" SQUARE LOAD BEARING GOUT GOUPLING NUT PERMAGAST COLUMNS BY H64G OR EQUAL WITH TUSCAN GAP 4 BASE Ifl--ir 11i1~-- - - - I-lir-II '~-tll LOGh LOGKINS NUT TO SET AND 5EGURE GOOF GOUFLING NUT F 0 1 ~Q - lr~ + BLAGK BEAR GRANITE 4" VENEER 4 GAP 5/8" 5/8" X 24" J-BOLT, A5TM A525 OR f--+ EGJ/ EQUAL, TYP OF 4 PER PIER ' A. DOLL COLUMN BASE A-~ 4" PC 3500 P51 SLAB ON r i GRADE WITH 6XbXIO HAM •c: ',`;':pc_T~~ .~s,;~r,r~>,,:F,.n.,,. a:,..,,_ 'T OVER GRAVEL BASE - o ROOF PLAN u f~ 1/4"=1'-0" THERMAL BLUESTONE PAVERS p ~ p f ¢ . > (2) Z (2) DBL #5 GRADE 40 REBAR RING RIN65 BENT AT MIDPOINT V` m i c 4.. p i 4.. B - p p p 1-7 ALL 601 NUTS, COUPLERS, odd~z c AND f20D5 TO BE ASTM m p 350 --3500 3Fd AR ENT 1 GONGRETE, S-7% A325 OR COMPATIBLE WITH p p p AIR p All All AIR E r o~ ENTRAINED 4 {C~~y ''<zLLVa~ 3~~$ A MINIMUM TENSILE M HIM IN, S I1LtN61 H OI- 10. I KIh'S I I~ W ° z m o0 oC Z<s~ D D ~ ~ V ~ III ~g ~fl goo D C~ Coa'1°o sF'.o` p j 16-3` RID lb'-3" RIDGE HEIGHT > p D PC~a o aw C H - (2) 13/4"x18"ROSE F d TYPI6ALROOFING. WITH VENT 2x4 DOLLAR TIES ® 16" O.O. G6XI0.5 TOP PLAT 2x10 RR. ®I6" O.G. 12 I o 6X10.5 TOP PLATE - o D II o A CEDAR PERFEGTION SHINGLES (b' WEATHER) l 12 I ~ OVER 30# FELT LT \A-2/ A2 X4 SPACED 5HEATHINO '~bx6 RIDGE POST SIMPSON H25A - TYP EA. BEYOND TORQUE NUT TO SL OROUE NUT TO 500 FT-LB SEGTI(ON RAFTER 2x10 C.J, ® 16" O G F - - _ - - - - - - - - - 10'-q" PL HT. 2 l" q'-5" SOFFIT HT. } (3) 1 3/4"x20" MIGROLLAM - 4 I #1/ (2) 2x6 TOP PLATE x4 ® 16" FRAMED SOFFIT K/ 1x4 - a - - - 5LOPE0 2x4 ® I6" 0.6. " 2x4 ® 16" FRAMED T45 SOFFIT BOAR 45 SOFFIT BOARDS - PROVIDE d d------ 5/8" J-BOLT, ASTM A325 OR I I f r--- I (2) 2x12 HDR CONT. VENT STRIP ONT. VENT STRIP EQUAL, TYP OF 4 PER PIER Ib II I I I I I I) 2X10 #2 DF 6RDER _ III i~ 12" 50VARE LOAD BEARING (2) 2X10 #2 DF 6$ PERMAGA5T GOLUMN5 BY 5UPPORT,RIPPED- UFPORT, RIPPED TO WIDTH 4' d Ali HB4G OR E0UAL WITH END THREADED R( I TUSCAN CAP 4 BASE A325 NO THREADED ROD, ASTM 325 BLAGK BEAR GRANITE h y THERMAL BLUEST ONE COUPLING NUT WITH VENEER $ CAP PAVERS NUT TO SET AND 5E DUPLIN6 NUT WITH LOCKING 1T TO SET AND 5EGURE ry DUPLING PG STAIR I^V BLUESTONE LOUPLING TOF TOP OF PATIO TREADS • ~ii~~ ~ • ~ ~ ' ° " (2) DEL #5 GRADE DBL #5 GRADE 40 REBAR (2) DBL #5 GRADE 40 REBAR L W~ C ~01 i RINGS BENT AT HIE IN5S BENT AT MIDPOINT RIN65 BENT AT MIDPOINT li li li - a DESIGNED BY: WD 4" PG 3500 PSI SLAB ON I - - I - - DRAWN BY: WR 3500 PSI CONCRETE, GRADE WITH bXbXIO KKM o 4" STONE LEDGE `-Q--- ----a' CHECKED BY: WR 5-7% AIR ENTRAINED OVER GRAVEL BASE ~ I v 2 i _ I A-2 DATE: 2-513 - ~ l L W JOBNUMBER L j 13101 DETAIL PLAN Q Z SHEET NUMBER SECTION "A-A" O 1/4"=1'-0" ° . W A-2 ¦ ¦ ¦ ¦ FRED RIVERA, ARCHITECT 2012 / r i t, . / / PEMBROOKE CORPORATION i i ~t 2013 LANDSCAPE DESIGNERS - CONTRACTORS These dmwmgs and/or specifications provided within this document set ore prepared specifically for the i Corso Residence at 165 Deer Run, Southold, N,Y, \ \ Survey information Provided by Harold Trencher Jr. P.C i \r PC November 12, 2012 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 i or with specific written permissions from PambmoLe \ Reproduction is prohibited, i \ \ \ i \ I - I II _I ~ -I ~ i i i i i i 40 \ i ~ I \ 1 \o I ~ A \ N i I i i \ \ G \ i 48 49 48 N I \G \ \G \ N / EXISTING 4'- 112" d \ n 46Ig1, 6 \ ' PATIO 49 \ I < - - BS 47 I 46 \ \ \ BLUESTONE 10'6 112" 4 I \ v STEPS \ `v RESIDENCE 6'-61 9"6" 96`111 11 - A v FFE: 52.84 18" x 2" \ \ BLUESTONE 2 "1 I` \ \ SPA COPING \ I I I \ vvv OUTDOOR SPPi V A \ \ KITCHEN Y 0112 i t \ n-~~r-1'i i I rr-° ~ , '•2112'' _ \ C \ r A tio~c _ I % r, \ ' r 50' 40' 25x50' I I A I i i i I I I - i GUNITE POOL ' i \ \ ~R PegaSUSEngineeNg \ \ o.A PAVILIION', 47 46 45 i \ ° \ y% 6 Nadwomy Lane Stony Brook, N.Y. 11790-2100 \ CIE 2 " 2 OPING EL. 47.34 i r i ~ w,ompegasus-engineering-OM I I I 1 \ ~L I i ~ i REVISION: \ „J F \ III \ I \ \ ?~on -32 - . 1 \ I ~I 0 I~d~poooo 13' \ I' I ~ PEMBROOKE / ~ 11 T] T Ti L T A TT l l C A or C C P.O Box 848 L J y A J DANISH BRICK IN HERRINGBONE PATTERN l ~ East Quogue, New York 11942 2'X3BLUESTONEPADS vv 12" BLUESTONE BORDER- (631) 909-2558 Voice 1B;'X2"BLUESTONEPOOL COPING (631) 909-4786 Fax bill@pembrookefinelandscapes.com www.pembrookefinclandscapes.com 41'-10" CORSO /m~ III PA I'U" 1~'(.1f1 RESIDENCE 165 Deer Run \ EX. ` 5 I / Southold, New York DRAWING TITLE bT,", LAYOUT C\V I , MATERIALS ~ i I e i / DIMENSIONS PLAN DATE: FEBRUARY 9, 2013 , j. SCALE: PROJ. NO. 1-13 7" k DRAWN: B? APPD: DRAWING NO. / CD L-2 "°Rt~. Vell. I LAWN OR PLANTING PUMP F__ FILTER HEATER (OPTIONAL) HEAVY DUTY FRAME & GRATE OR SOLID REBAR SCHEDULE COVER DEPTH DEPTH < 5' > 5' PEId BROOKE CORPORATION [-CHLORINE GENERATOR 12" COVER M 77 ''w'a"'°w HEAVY DUTY REINFORCED CONC. H-20 12"COVERMIN, WALL HQR2. TRAFFIC BEARING DOME WALL HORIZ. 12"O.C. 12"O.C. 2013 LANDSCAPE DESIGNERS - CONTRACTORS WASTE I-RETURN JET SKIMMER N9 N_ z 4" SDR PIPE CONNECTION FROM CATCH WALL VERT. WALL VERT. 12"O.C. 6"D.C. These dF0WingS and/ar spedfroOdons provided within this document set are prepared specifically for the BASIN TO DOME 2 %4" x 3 x 7 DANISH BRICK FLOOR Corso Residence of 165 Deer Run, Southold ti FLOOR 12"O.C. BOTH WAYS Survey mormohon provided by domld Trencher Jr PC I- , UNDISTURBED NATIVE MATERIAL IN HERRINGBONE PAT. W/MORTAR PC November 12, 2012, These documents are at in be used in whole or in pad for any other purposes or by any other parties other than nurse under convect o o . - COMPACTED POROUS FILL JOINTS ON MORTAR SETTING BED -TYP. UPPER & LOWER 1/2" EXPANSION JOINT WITH or with specific written permissions from Pembrooke BACKFILL-36" MIN TYP. UPPER, r4 -nl POURED CONC. SLAB 3500 PSI REINF. EPOXY CAUL[ EPOXY CAULK AT SURFACE Repreducuan re prohibited 0 4 . ° t1 ° WITH #10 WELDED WIRE MESH aMw. 3'MIN. { E 0 4y~ - - RECAST CONC. DRAINAGE I Q -1 r c•xa -1 l"OVERHANG _ - RINGS REINFORCED WITH 61 6" RCA BASE, ewri NE - 1" OVERHANG (TYP.) i CGPINGIYP -2 -2" _ SEEDRAINAGE( SEE DRAINAGE CALLS, WWF AFFIX TAG STATING 70 SCH40 „e, ~ ~ © y~ ~p FILTER FABRIC LINING FULL - ~ "MAIN DRAIN" PVC,TYP. 3 L - DEPTH DRAINAGE AROUND ENTIRE Ea r1 la. c.o©~. - u Y = o = o p STRUCTURE @ ~ I'- - " .1 6" T. 2"X2" GLASS TILE BORDER I ° s'MIN.TOGROUND WATER #3 STIRRUPS TYP. MAR81 TYP. MARBLE DUST FINISH HAUNCH TO RECEIWE P OOL DECK c f 6" T. 2"X2" - _ REMOVE ALL CLAY ENCOUNTERED #3 BARS 12 #3 BARS 12" O.C HORIZONTALLY AND #3 BARS 6" O.C DURING EXCAVATION. PROVIDE 6"MIN."y:'^~ ' VERTICALL PROVIDE #4'S 12" O.C.E.WALONG: VERTICALLY AT DEPTHS GREATER THAN 5' PENETRATION OF RATEABLE SOIL. BACK OF BEAM HORIZONTAL„c2'; -BACKFILL V - BACKFILL MATERIAL TO BE WELL DRAINED WITH NO ` u _T I 03 DRYWELL ORGANICC ORGANIC CONTENT SCALE: NTS - 3' DUAL MAIN DRAINS WITH ANTI-ENTRAPEMENT COVERS Rr - Pegasus Englnal tg -G., GALVINIZEDPOST WIFINIALSETIN 6 Nodworny lane y,p Stony Broo f N.Y. 11791F2100 01 WATER TREATMENT _ 2'-6" DEEP / www pegasas,englifeelUS•a9 SCALE: NTS j / CONCRETE FOOTING CHAIN-LINK MESH TO WALL SECTION UNAUTORIZED ALTERATION OF, OR n ° EXTEND ABOVE TOP RAIL 06POOL WALL SI SCALE : NITS ADDITION TO DOCUMENTS BEARING THE SEAL OF A LICENSED PROFESSIONAL B ENGINEER IS A VIOLATION OF STATE LAW. 81- MESH SIZE NOT TO EXCEED 1.75" SQ. INCH ANY ALTERATION TO THIS DOCUMENT BACKWASH CALCULATIONS: MUST BE DONE BY A PERSON ACTING UNDER THE DIRECT SUPERVISION OF A u~1 II NI ,I=I1 II m -P III 1 1' 11 _l1 II GENERAL NOTES: LICENSED PROFESSIONAL IN SPA S A 80 GPM PUMP X 5 MINS = 400 GAL. BACKWASH X44 =1,600 GAL. CAPACITY (REQUIRE ACITY (REQUIRED) 11_III II II IIII 11-- 11 Illli111 fll II-III flll III IIHII I III r p I'- -r NI II II --1-f F ISHEDGRADE 10' DIA. RING PROVIDES 513.59 GALLON PER LINEAR FT. DEPTH IIII YI 111 911 ~j P t III II i11] I j 111 111 _II_ 111- - (E L Install pool an accordance with local ordinance, approved site plan a 1111 - [I I~fl-11~-I I Aib_I I I- I a-I I N ~I - - TIP 1MyI-I II° H 'T I I- I I III State Pmt X, Appendix G-Swimming Pools, Spas and Hot Tubs (2010 approved site plan and Residential Code of New York ACCORDANCE WITH STATE LAW. CAPACITY PROVIDED: (1)10' DIA. X 4' DEPTH = 2,0!54 GAL. /T-_I L=_-2'-6" DEEP CONCRETE and Hot Tabs (2010). F COMPACTED SUBGRADE - I ° - ` 1- FOOTING 2500 P.S.I (TYP.) 2. Locate patio, pool, pool equipment mid fencing as specified on app COPIES OF THIS DOCUMENT NOT MARKED gas specifiedon approvedplot plan. Postal all products in WITH AN ORINGINAL INKED OR EMBOSSED ~1llll "~LIIIIT III II 11= soiet conformance with manufaetmei's instructions. All warning labe as. All warning labels to be permanently affixed. SEAL SHALL NOT BE CONSIDERED VALID, 111111= -III- -01r IIL=III-JIY-' `IdIL1=11 L- 1 IT I I = I 11--III III N 1 111 1 Fencing about pool area shall comply with local ordinance and Resi d ordinance and Residential Cade of NYS Part X, TRUE COPIES. Appendix G - Swimming Pools, Spas and Hat Tubs, Section 1053 si hs, Section 1053 and con£mm to [be following minimum specifications. %(1219 nun) above grade measured on the side of the 04 POOL ENCLOSURE a. The top of the barrier shall be at least 48 inches (1219 mm) above barrier which faces away from the swmmiing pool, The maximum ve L The maximum vertical clearance between grade and the REVISION: 50' - SCALE : NTS bottom of the banier shall be 2 inches (51 mm) measured on the side i masured on the side of the hall which faces away from PROVIDE GAS OR OIL FIRED POOL/SPA HEATER TO CONFORM TO the swinuuing pool. Where the tap of the pool structure is above grad ructure is above grade, such as an aboveground pool, the SEC. 506.3 OF THE N.Y.S. ENERGY CONSERVATION CODE, 5-02 harrier may be at ground level, such as the pool structure, or mounted fracture, or mounted on top of the pool snveture. Wbere EDITION. HEATER SHALL BE EQUIPPED WITH CONTROLS AS SET 1'-6" BLUESTONE the barrier is mounted on top of the pool structure, the maximum verti the maximum vertical clearance between the tap of the FORTH IN SEC. 504.3.1 THRU 504.3.3 - COPING pool structure and the bottom of the harrier shall be 4 inches. be 4 inches. F- ~P---------~---------Ir---- It. Openings in the barrier shall not allow passage ofa 4-inch-diamel ,e of a 4-inch-diameter (102 pun) sphere, (2) MAIN DRAINS WI HYDROSTATIC- I 1 c. Solid barriers which do not have openings, such as a masonry or sl ehp as a masonry or stone wall, shall not contain struction tolerances arynd.~rytooled masonry joints. RELIEF APPLY STD. INDUSTRY I indentations or protrusions except for normal construction tolerances i dl be a 2.25-inch (57 nal square unless the fence is p LAYOUT WI MIN. TSEPARATION I F JL - - - - - - - - - - - IL d. Maximum mesh size for chain IH( fences shall be a 2.25-inch (57 provided with slals fastened at the top or the bottom which reduce dm rim which reduce the openings to not more than 1.75 inches PE MB R O O K E ° ° (44 on). .11, 1.11 -1 POOL z5 A e. mimes in me carver alai no se cooing, son iacnu sun oe stein iacnug sun on securea wru a Key or cornouaon rocx or N I N E L A N D S CAPES other approved child proa£meclo nism. Pedestrian gates shall open to at gates shall open away from the pool. Where the self P.O Box 848 4„ 4„ latching mechanism is less than 54 inches above the bottom of the gat :Ire bottom of the gate the latching mechanism shall bean the pool side of the barrier and the gate and barrier shall have no open u shall have no opening greater than Within 18" of the East (Inogre , New York 11942 (631) 990909--252558 Voice 1' latch and its release mechanism. (631) 909-4786 Fax I I I I 4. Where the design uses a wall of the dwelling as a part of the pool In n a part of the pool barrier installer shall provide one of the bill@pembrookefinelandscapes.com www.pembrookeflnelandscapes.com fallowing access control measures. i 1'-6 V-6" 8' a. The pool shall be equipped with a powered safety cover in complk fety cover in compliance with ASTM F1346; or ;h that wall shall be equipped with an alarm which BENCH -i'( 6 BENCH b. All doors with direct access to the pool through that wall shall bet produces an audible warning when the door and its smeen, if present, is sateen, if present, are opened. The alarm shall sound continuously for a minimum of 30 seconds immediately after the door Juncly after the door is opened and be capable of being O R ^JO SPA heard throughout the house during normal household activities. The a told activities, The alarm shall automatically reset under all conditions. The alarm system shall be equipped with a manual me sl with a manual means, such as touchpad or switch, to lung. Such deactivation shall last for not more than 15 (2) MAIN DRAINS W/ HYDROSTATIC RELIEF APPLY STD. EF APPLY STD. temporarily deactivate the alarm for a single openhrg. Such deactivati ated at least 54 inches (1372 into) above the threshold of RESIDENCE INDUSTRY LAYOUT W/ MIN. 3" SEPARATION I" SEPARATION seconds, The deactivation switch(es) shall be located at least 54 inche 1' 6" the door; or BENCH ° ° °c. Other means ofprotection, such as self-closing doors with self4alr g doors with self-latching devices, which are approved by 165 Deer Run s the degree ofpiotection afforded is not less than the Southold, New York s' `TYP.BKIMMER OPENING F O MAIN DRAINS w 2 ff, I WIHTY ' RELIEF APPLY STD. INDU INDUSTR-, - - - - - - - - - - - - = the governing body, shall be acceptable so long as the degree of protex protection afforded by Items 4.a or 4.b described above. above. LAVGUT WI MIN. 3'GEPARATION L G ~ V 5, Install all suction fildngs in accordance with New York Residential DRAWING TITLE ewYork Residential Code Appendix G,"Swimming L-----C--------'-i --------_JL-- J Pools, Spas and Hot Tubs", sectionG106, "Entrapment Protection £ar 3ment Protection has Swimming Pool and Spa Suction 2%°x33/a'x7%"DANISH BRICK DANISHBRIC NOTE: Outlets". A mimmum of2 suction outlets shall be provided for them a provided for the main drain line and be separated by a POOL IN HERRINGBONE PAT. WIMORTAR AT.WIMORTAR PROVIDE THICKENED SLAB minimum distanceaf3feet. Each suction outlet shall beequipped% [ shall be equipped with a cover conforming to JOIINTS ON MORTAR SETTING BED WALL)FLOOR AT NOTED DRAIN ANSIIASME Al 12,19,8 or have a minimum projected dimension of 1 2 SETTING BED 6" HT. 2"1 GLASS TILE provided, shall be located in an accessible area and be located betweei ecmd dimension o£ 18" by 23". Pool cleaner Fittings, if A be located between 6 and 12 inches below the maintain DETAIL aface skinvner, C D - E S- POUREEDCONC. SLAB 3500 PSI REINF. BORDER LOCATION FOR SUPPORT OF DRAINS operational water level or be an attachment to a surface skimmer. 3500 PSI REINF. _ EXTEND 6" PAST EDGE OF DRAINS WITH #10 WELDED WIRE MESH ED WIRE MESH -WATER LEVEL 6. Erect 4' high, minimum, hairier fence around the area to be dislurbc to area to be disturbed prior to the start of construction. SHEET 6" RCA BASE- 1` -GREY MARELE DUST Install erosion controls as required. 6" RCA BASE- 1I - ooeiaanr. 7. Install pool in free draining subgmde. Backfill with clean select gra with clean select granular fill. LATERAL SECTION THROUGH POOL r - 8, Overhead of pool shall be clear of electric lines. If a diving board s. Ifadiving board isinstalled maintain aminimum of13' DATE: FEBRUARY 9, 2013 r. ,r ry„"ownnOJ i-1i uxaeawnrsauam overhead clearance above diving profile. Diving profile to be clear of profile to be clear' of all intrusions. #3 STIRRUPS @ 12" O.C. PROVIDE NOTED 4" HAUNCH TO RECEIVE POOL D IECEIVE POOL DECK -1 - 3'-4I . SCALE: 1 "=20' 9. Water treatment plant to conform to the following minimum specifi lug minimum specification, Pump to Imn I volume in 18 BEAM HORIZONTAL .;fii,i . - d, 8„ hours. Filter to pass no more tIim5gpir]sf. 1 skimmer. mater. PROJ. NO. 1-13 Size (ft.) A B C E F G Area Cap. PROVIDE #4'S 12" O.C.E•W ALONG BACK OF BEAM HORIZOP SOLID BE i r r SOLID BENCH 10. Provide potable water supply in pool area. DRAWN: BD Sq. Ft. Gal. i 6" O.C VERTICALLY APPD: POOL 25x50 25 50 17.95 19.70 8 3.66 8 1000 49,875 #4 BARS 12" O.C HORIZONTALLY AND #4 BARS 6"O.CVERTICI -rirri~ 113rovide dedicated electric circuits ofcapacity suffieientlo service RELIEF APPLY STD. pool area to be protected by ground fault interrupt. Install all electric sufficient to service water treatment plant. All electric in I. Insist all electric in accordance with theXE.C&local DRAWING NO. SPA 8' SQ. 8 3.5 64 1,600 (2)MAIN DRAINS VN/HYDROSTATIC RELIEF APPLY INDUSTRY LAYOUT W/ MIN. 3" SEPARA MIN. 3" SEPARATION requirements. NaR1H 12, Slope deck y" per' foot away fiom pool, All concrete to be 3,500 If narrow to be 3,500 psi, 5-7% air entrained unless CD L-3 -e` 02 POOL VOLUME CALCS. SCALE: NTS 05 SPA PLAN AND SECTION otherwise noted. SCALE: NTS