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HomeMy WebLinkAbout37627-Z Town of Southold Annex 5/19/2014 P.O. Box 1179 54375 Main Road �► Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36927 Date: 5/19/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3500 Haywaters Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 111.-11-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated pursuant to which Building Permit No. 37627 dated 11/13/2012 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: one family dwelling with unfinished basement, covered porch, outdoor shower stall and attached two car garage as applied for. The certificate is issued to Anne Pergament (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0056 5/15/14 ELECTRICAL CERTIFICATE NO. 37627 7/3/13 PLUMBERS CERTIFICATION DATED 3/20/14 ichie LaBarbera Au o ed 1-6atu e �. Town of Southold Annex 5/19/2014 P.O.Box 1179 54375 Main Road Z Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36928 Date: 5/19/2014 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 3500 Haywaters Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 111.-11-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/19/2012 pursuant to which Building Permit No. 37627 dated 11/13/2012 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 Anne Pergament (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37627 7/3/13 PLUMBERS CERTIFICATION DATED Aut Sig ature =x 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#: 37627 Date: 11/13/2012 Permission is hereby granted to: J. SHIELDS ( ANNE PERGAMENT) 3551 ROUTE 62 KENNEDY , NY 14747 To: construct a New Single Family Dwelling with attached two car garage & covered front porch & accessory inground swimming pool fenced to code At premises located at: 3500 Haywaters Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-11-10 Pursuant to application dated 10/19/2012 and approved by the Building Inspector. To expire on 5/15/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,128.80 CO -ADDITION TO DWELLING $50.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 Total: $2,478.80 . t Building Inspector Form No.6 TOWN OF SOUTHOLD. j 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: 1_ 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 to accessory building$50.00,Businesses $50.00: 2. Certificate of Occupancy on Pre-.existing Building- $100.00 3. Copy of Certificate of.Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy -Residential $15.00,Commercial $15.00 Date. �— New Construction: Old or Pre-existing Building: (check one) - Location of Property: �"(A cr l e ._ C a cLI Q House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section ILL Block V( Lot 1y Subdivision Filed Map. Lot: Permit No. 3 G o? �7 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificat . Fee Submitted_ $ lica pnt Signature g�fFQ�� Town Hall Annex p� c� Telephone(631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 O • Southold, NY 11971-0959 ��1y ,#a0�' roger.richert()town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pergament Address: 3500 Haywater Rd City: Cutchogue St: NY Zip: 11935 Building Permit#. 37627 Section: 1 1 1 Block: 11 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: USI Electric License No: 2740-e SITE DETAILS Office Use Only Residential x Indoor Basement Service Only Commerical Outdoor x 1 st Floor Pool x New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: in ground swimming pool to include, bonding, 1-pool light, 3-GFCI circuit breakers 1-cover pump,1-salt generator,1-pool heater Notes: Inspector Signature: Date: July 3 2013 Electrical_Certificate(1).xls �1FFO�x Town Hall Annex p� Cad Telephone(631) 765-1802 54375 Main Road :� Fax (631) 765-9502 P.O. Box 1179 Q Southold, NY 11971-0959 �.1ya1 �a0� roger.richertCcDtown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pergament Address: 3500 Haywaters Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 37627 Section: 1 1 1 Block: 11 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Gering Elec license No: 45733-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 300a Heat Duplec Recpt 50 Ceiling Fixtures 17 HID Fixtures Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 14 Smoke Detectors 4 Main Panel 2-15 A/C Condenser 2 Single Recpt 3 Recessed Fixtures 61 CO Detectors Sub Panel A/C Blower 2 Range Recpt 1-40E Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 2-15 Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 300a underground service, 2-combination smoke/co detectors, 1-exhaust fan 1-heat pump,13 ARC fault circuit breakers Notes: Inspector Signature: Date: July 3 2013 Electrical Certificate.xls APR 4 2014 R ' CERTIFICATION Date: Building Permit No. 3 -3 6 P4 Owner: J o h n U� 6C�a-r" r ,,p / (Plea/se print) (.C., Plumber: 1 C h i e (�— (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of r06i/Ch , 20 /4 Notary Public, Sit ( �� County Lisa Lindsay Notary Public, State of New York f No. 5010300 ' Qualified in Suffolk County ap lS Commission Expires March 29, o��Of SOUryo �OUIIPI, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI ON [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) -- __ REMAR S: '� tv r DATE �� O INSPE T R C pG SOUjy06 3762, 7OF SOUTHOLD BUILDING DEPT. 765-1802 1 PECTION [ IF DATION i ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL) REMARKS: DATE ` INSPECTOR so 3 7 7 TOWN OF SOUTFIOLD BUILDING DEPT. 765-1802 INSPECTION ;XjjFOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 FIRE RESISTANT CONSTRUCTION [ ] FOIE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: roA4----'o-A-Q- otl� " DATE f°� ��l '-/�- INSPECTOR pF SO(/T�o6 I N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] F NDATION 2ND [ ] INSULATION [ FRAMI /STRAPPING [ ] FINAL [ ] FIREPLACE A EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Ole• DATE �� �3 INSPECTOR ` OfSO(/lyo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTp ON [ ] FOUNDATION IST [ ROUGH PLBG. [ ] PUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f a4 o'p DATE INSPECTOR /� 0 Of SOUryo<o n # � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE -52 7 /--2E' INSPECTORS � Of SOUly06 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) A [ ] ELECT CAL (FINAL) REMARKS: j� L eul 7— I.77/Z� c DATE INSPECTOR �� i ^ �o�MOFBWjy�6 TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FlREPLACE & CHIMNEY [ ] FlRE INSPECTION C 1 FIRE RESISTANT CONSTRUCTION [ E RESISTAlR PENETRATION [ ] ELECTRICAL( N) [ ] ELECTRICAL(FINAL) REMARKS: 7moo- (�f�2SA- DATE l D `3 INSPECTOR L 2-7 a7- rgs TOWN OF SOUTFIOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU N TION iST [ ] ROUGH PLBG. [ j FO DATION 2ND [ ] INSULATION [ ] ING/STRAPPING [ ] FINAL [ ] FIREPLACE 8. CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI FlNAL) REMARKS: 22f,DATE tJ INSPECTOR i h0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION �L [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION -rs [ ] FRAMING /STRAPPING [ ] FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC INAL) REMARKS: DATE �- INSPECTOR pf SOUryO<o 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 3 INSPECTOR t i� 27 OF SOUI'y0 6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL) REMARKS: to ' At c DATE INSPECTOR OF SOUl�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH G. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTR"L (ROUGH) [ ] ELECTRICAL (FINAL) MARKS. AQ I DATE ? �--3 INSPECTOR '31l(/ ��Of SOUIy� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING /STRAPPING [le FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR 37� )-, 77Z�' SO(/l�, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: z DATE J INSPECTOR P.O. Box 879 eric NitoW Rocky Point, N.Y. 11778 __YY,,��,, Tel:(631)928-4456 taTA iAr'"at Fax: (631)928-9543 April 4,2013 Mr.Michael Verity Chief Building Inspector Town of Southold 54375 Main Road Southold,N.Y. 11971 Re: #37627- 3500 Hayeswater Road Mr.Verity. Attached is a revised set of certified plans for the above referenced project. Revisions are circled and reflect changes made during construction and items as noted on your inspection remarks dated 3-26-13. The two basement columns offset from the main girder line support the posting of the ridge beam above.The columns are in conformance with the plan. The note for bolting of the ridge beam LVUs has been removed.The LVL ridge beam is nailed with a fastening pattern in conformance with the manufacturers specifications. Since , QED ARCx�, NICOs�q /T�n Eric N' s' $. F 245 � E� -� F NE j APR - 5 2013 P, P.O.Box 879 f tic Niumia Rocky Point,N.Y. 11778 Tel:(631)928-4456 Fax:(631)928-9543 April 9,2013 Mr.Michael Verity D Q V E Chief Building Inspector Town of Southold 54375 Main Road APR 1 1 2013 Southold,N.Y. 11971 BLDG.DEPT. Re:#37627- 3500 Hayeswater Road TOWN OF SOUTHOLD Mr.Verity. The plans as previously submitted 43-13 have revisions circled and reflect changes made during construction and items as noted on your inspection remarks dated 3-26-13.I have also revisited the site 4-9-13 The two basement columns offset from the main girder line support the posting of the ridge beam above.The columns are in conformance with the plan. The note for bolting of ridge beam LVL's has been removed.Both of the LVL beams lines supporting the roof are nailed with a fastening pattern in conformance with the manufacturers specifications. Having reviewed the installation of the roof support beams I find to the best of my knowledge belief and professional judgment the beams were adequately constructed to support the roof and are in. conformance with submitted plans and NYS code. Sincerely FLED AR`C C NICOS9y�).� c sia, 4 a s (P 024575 Q ��OF NE�� w ROUGHAPEWAVIT MFMAI 11 PLUMING ELI" � � t / • �� . � / f INSULATION PERN.Y. STATE ENERGY CODE 1 WPM - ��(------�-�'---- ,; _•�_-----= Tim. .------- - wal . •Milms !MV MOM— ►.�.�,,..�.., _ �= -- ice_. M M LST/t/L,TIdr 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 Survey SoutholdTown.NorthFork.net PERMIT NO. -3-74,17 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined / ,3,20 /L Storm-Water Assessment Form Contact: Approved { 20/:2— Mail to: Disapproved a/c Phone: Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date October 120 12 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Contract Vendee (Signatur of applicant or name,if a corporation) 101 Somerset Avenue Garden City, N.Y. 11530 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder APPLICANT IS CONTRACT VENDEE Name of owner of premises Judith Shields - Owner (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer N/A (Name and title of corporate officer) Builders License No. 31046-H Plumbers License No. 47453-MP Electricians License No. 04-5 33 M 15' Other Trade's License No.4436-HI 1. Location of land on which proposed work will be done: 3500 Hayeswater Road Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 111 Block 11 Lot 10 Subdivision Section D Nassau Point Club Properties, Inc Filed Map No. 806 Lot 416 1 , 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant land b. Intended use and occupancy Single Family Residence 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $ Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 2 6. if business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front NONE - N/A Rear N/A Depth N/A Height N/A Number of Stories N/A Dimensions of same structure with alterations or additions: Front N/A Rear N/A Depth N/A Height N/A Number of Stories N/A 8. Dimensions of entire new construction: Front 63.5' Rear 63.5' Depth 40.7 / 51.0' Height 24.833' Number of Stories 1 9. Size of lot: Front 108.01' Rear 90.85' Depth 244.41' / 203.80' 10. Date of Purchase IN CONTRACT Name of Former Owner JUDITH SHIELDS 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES NO X C/0 Joseph Anttonito,Esq. Judith Shields P.O.Box 1140 631-265-6600 14. Names of Owner of premises Address E.Quogue,N.Y.11942 Phone No. Name of Architect Eric Nicosia, RA. Address Rnrky Pnint,N_Y_ 1177R Phone No 631-928-4456 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X / * 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 X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Nassau ) Anne Pergament being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contract Vendee (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo tgbefore me this day o 20� Contract Vendee • of ry PubFJ4 Signature of Applicant HOWARD R. GROSS Notary Public, State of iVew York / No. 30-4605450 Qualified in Nassau County Commission Expires February 28, 20 N Town Halt Annex Telephone(631)765-1802 P.O Main 179 • roger riche so .nv.us l. Southold,NY 11971-0959 i BUILDING DEPARTMEW TOWN OF SOLFMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. ///q m CG/'i 7 Date: Company Name: 62G �'l c r r•c, Name: i 11 f Gr ;- i License No.: /-/S 73�S m e_ f Address: A y 19?e-i s �/v„ s �� // 7y3 , hone No.: S/6 - o2 JOBSITE INFORMATION: (*Indicates required information) *Name: /'yj c..-c +,,4n l Dcr .c.►-► *Address: 316-o0 A/4 2 Cv�. o v its I *Cross Street: Lt lc pGLo7r c ac'x l2 s *Phone No.: $/ - '7q,2 i Permit No.: Tax-Map District: 1000 Section: /// t Block: I 1 Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �e,-��rv�'<<vn- o o4, C_ A/c (Please Circle AN That Apply) *Is job ready for inspection: 3/2-1 YES/N Rough In Final *Do-you need a Temp Certificate: ONO Temp Information(if needed) *Service Size: K Gi� 313hase 100 450 200 ® 350 400 Other *New Service: Re-connect ndergro -Number of Meters Change of Service Ovefiead Additional Information: PAYMENT DUE WITH APPLICATION � S i G 8241equest for Inspectim Form ��'' 'Jdwn Hail AnMax (6811969�184A SWS Main BovA P.O.Jkx 1179 Souptpidr NX 11971-Q96'9 BUXI.,DXN M"ARThO ' TOWN OF SOU[IOLD PPL ATIO.0 EQ&gLg=jgAL l SC • i s ESTED BY n elefC :-- ttpft,Name: �w: ddresOhone NO.: s: JOBSlTE INFORMATION- ('!bdicates required info Von) imp: P��r4-m�h�` rY? �• ,�•,:,� � :. . *Addrass: . *Qbw Skeet C'41 L *phone No.: I•taS"/� alt snit NO.* , Tat Map plsW t: 9000 Median: � hJ *B#21r=F UESOMPTION OF WORK(Please p ttf Clearly) ` f>� d ` - s� h i 0kr7 ,{puss OM4 All That Apply} 4s)*MOMY for inspeCft:' lam$ NO Rough In- YOU need a Temp C,ettiil . S NC • TMP•infomation(if heeded} . C." S *89MOa Sh V' 1 Phase, 3 Plisse 'tpU 1� 2QQ 30a 'NeW 3sr om Re-connect Underground Number of Meters Ctm ed f Sovic a Qverhwd AddMonW it rmsffon: PAYMENT DUE wiPPLICA 'ION, , _ , TOWN OF SOUTHOLD PROPERTY RECORD CARD NER STREET " VILLAGE DIST. SUB. v LOT IdA a a ;f- �i cv�f_ �-s /�o a d 'c a v E A � ZMER OWNER N E ACR. - ©6 S W TYPE OF BUILDING SEAS. VL 9 FARM COMM. CB. MISC. Mkt. Value AND IMP. TOTAL DATE REMARKS _ i'C n©a);GZ 4o s- Ay/C AGE BUILDING CONDITION W NORMAL BELOW ABOVE •.RM Acre Value Per Value Acre able 1 able 2 able 3 odlond !mpland FRONTAGE ON WATER shland FRONTAGE ON ROAD (-x) 1 �; ase Plot DEPTH °f 4 BULKHEAD DOCK COLOR TRIM �A. Bldg. oundation Bath Dinette :xtension 3asement Floors K. :xtension t. WoIIS Interior Finish LR. :xtension ire Place Heat DR. Type Roof Rooms 1st Floor BR. orch ecreation Room Rooms 2nd Floor FIN. B. orch Dormer reezeway Driveway orage Itio B. �tal )2 S e 1. Building Permit Application signed by Anne Pergament; 2. Four(4)sets of the architectural plans prepared by Eric Nicosia; 3. Suffolk County Department of Health Services' approval of August 30, 2012 septic plan; 4. Four(4) counterparts of Eric Nicosia's Compliance Certificate for Energy Conservation; 5. Four(4)counterparts of the drawings for the pool; 6. One (1) counterpart of a Site Plan showing the location of the propane tank; 7. Worker's Compensation and Liability Insurance certificates for each of Intricate Contractors, Inc., Richard Labarbara Jr., Gering & Sons Inc., and Arthur J. Edwards Mason Contracting Company Inc.; 8. A blank check payable to the Town of Southold for the application fee. C, *pF SO�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 G Southold,NY 11971-0959 �IyCOUNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 2, 2014 Anne Pergament 101 Somerset Ave Garden City. NY 11530 Re: 3500 Haywaters Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 37627 - New Dwelling d9 � peinberg, oss 41*'�rgament LLP ATTORNEYS AT LAW Suite 403 400 Garden City Plaza Garden City,New York 11530 Marc A.Pergament Telephone:(516)877-2424 Ext.226 Partner Facsimile:(516)877-2460 Email:mpergament@wgplaw.com May 16, 2014 By Hand Town of Southold Building Department Town Hall Annex Building 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Re: 3500 Haywaters Road, Cutcho ug e,NY Dear Sir/Madam: Pursuant to your letter of April 2, 2014, enclosed is the final Health Department approval as indicated on the enclosed Final Survey. Kindly issue the Certificate of Occupancy and mail it to my home at 101 Somerset Avenue, Garden City, New York 11530 in the enclosed stamped self-addressed envelope. Should you have any questions, please give me a call. Very-duly ours, Marc A. Pergament MAP.js enclosure MAY 16 2014 r T W 1 :ni!J NOV-05-2012 08:25 WEINBERG,GROSS&PERGAMENT 5168772460 P.002 0 lMta t-ddglkL �4 First Amer*" .Title i, 1211' May 4,2012 jTown of Southold54375 Route 25 P.Q. Box 1179 Southold,NY 11971 RE: Title No: SSA-26660-12 Tax Map: District 1000 Section 111.00 Block 11.00 Lot 010.000 Dear Sir or Madam: Please be advised that ADVANTAGE TITLE AGENCY, INC. is a duly constituted and authorized agent of First American Title Insurance Company. As such agent, said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions,collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in-this regard,please feel free'fo'call me at any'tinme." Very truly yowl, Cornelius V. Whooley, Agency Counsel CVW/pmh cc: Advantage Title Agency,Inc. 410 New York Avenue Huntington, New York 11743 333 Earle ovington Boulevard,Uniondale, NY 11553 TEL 516.8323200- fax 212.922.0881 www.firstemny.com NOV-05-2012 08:25 WEINBERG,GROSS&PERGAMENT 5168772460 P.001 88 $.IACp AY'*bil KEYS AT )LAW 400 Gaza.city?l.= Haward R.Grow` Shite,403 Of Go+u+aaT Marc A.Fugamwnt Crarden City;Now 7Corlt 11630 HaveyWoinber Ham°-M.tio t" ,atvaaon �"'~' l�,nne G Pollara Seth M,choaet W.(6-:6).8'7'7-24,24 David E.Minor° Pax{516)877-2460 j Marc J.Waingard Nicholas"I ui Fare�i Q i I "Alva A&,,,tted to 14od&Bax °Alio A,6itted to Co=-ctind B- TO: Town of Southold &ffiding Depullment i FROM: Howard R.Gross I, DATE: November 5,2012 RE: 3500 Hayvwaters Road,Cutcbogue,NY 1000-111.00-11.00-010.000 SPECIAL INS'kRUMONS: Transmitted herewith please rmd a copy of the single and separate search,for Anne'-Pergii ent's residential building permit. Please note that our telephone service is not working at the moment: However, if necessary please contact me on my cell phone at(516)'848-6160. I i Number of Pages (including coversheet): 16' Transmitted by: Lori Sent to Fax No.: (631)765-9502 I i The information contained in this telefacsimile message Is transmi0ed by an attorney. It Is privileged and confidential,intended.only for the use of the individual or entity named above. If the reader of this message k not the intended roapieK the reader.is hereby notified that any dissemination, distribution or copy of this communication is strictly prohibited. if this oorrimunicatlon has been received in,error, please immediately notify us by telephone, collect if necessary, and return the original message to us at the above address via the U.S. Postal Service(we will reimburse postage). Thank you. IF YOU DO NOT RECEIVE ALL PAGES TRANSMITTED, PLEASE CONTACT US;IMMEDIATELY AT(596)877,-2424. NOV-05-2012 08:24 WEINBERGoGROSS&PERGAMENT 5168772460 P.001 Ward=9; gamemt LLP ArTORMWIFS AT I AW 900 Game.City Dict." i O£Ca�m.sl Havarti R.Groats ate 403 Marc A.pergasnrnt Garden City;New York]X630 Jeanna�iaxio C�>;aE.asea Hervey Wein6g S«1 M.choeot V(61.6)877-2424 l Anna C.Follaxo David$.Miller° Pax(616)877-2460 Mare J.Weingaxcl Nicholas Tuffarelli Alec Adittal to FrioziJA&r - �AIw Admittrd to Canstxticat$nr i I TO: Town of Soutbhold Building Department FROM: Howard R.Gross i DATE: November 5,2012 RE: 3500 Haywaters Road,Cutchogue,NY 1000-111.00-11.00-010.000 SPECIAL INSTRUCTIONS: Transmitted herewith please find a copy of the single and separate search for Anne Pergiment's residential building permit. I Please note that our telephone service is not working at the moment. However, if necessary please contact we on nay cell pbiolae at(516)$48-6160. i Number of Pages r (including coversheet): Transmitted by: Lori Sent to Fax No.: (631)765-9502 The information contained In this telefacslmib message Is transmitted by an attorney. It is privileged and Confidential,.intended only for the use of the individual or entity named above. If the reader of this massage Is not the intended recipient,the reader is hereby notified that any dissemination, distribution or copy of this communication is strictly prohibited. If this cornmunbgtbon has been receNedl in error, Please immediately notify us by telephone, collect if necessary, and return the original message to us at the above address vis the U.S. Postal Service(we will reimburse postage). Thank you. IF YOU DO NOT RECEIVE ALL PAGES TRANSMITTED, ' PLEASE CONTACT US IMMEDIATELY AT(516).$77-2424, NOV-05-2012 08:25 WEINBERG,GROSS&PERGAMENT 5168772460 P.002 Ar l•/�N w Frrst Axner*= ,Rde May 4,2012 Town of Southold 54375 Route 25 P.O. Box 1179 Southold,NY 11971 RE: Title No: SSA-26660-12 Tax Map: District 1000 Section 111.00 Block 11.00 Lot 010.000 Dear Sir or Madam: Please be advised tbat ADVANTAGE TITLE AGENCY, INC. is a duly constituted and authorized agent of First American Title Insurance Company. As such agent,said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles,omit title exceptions,collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. if you have any questions in-this regard,please feel free to call me at airy time. Very truly yours, Cornelius V. Whooley, Agency Counsel CVW/pmh cc: Advantage Title Agency,Inc. 410 New York Avenue Huntington,New York 11743 333 Earle Ovington Boulevard. Uniondale,NY 11553 TEL 516.832,3200• FAx 212.922.0881 www.firstamny.com NOV-05-2012 08:26 WEINBERG,GROSS&PERGAMENT 5168772460 P.003 I., , ., . :.. . 4/18/2012--11:35:48 AM--lUtdpwlForrns_"mlvk wor110001prod=l l 100x dgn pSSL:1000111001100 010000 I • IX AN G �r csI*bwt - +f'r� rd :HOZ N b6 80s 1 .r , �, •, ��' r a a` +;� � �at8� j .tea• � t ! I ��'•. :o �'` ✓. ' � G " � 266' �l J 1 •` • •,r r 1 1 r " 224 % t %Q.Ni Ix Vic, � \ .... 1 i• .„.: t2nQ' , � t2� .J/ i II i i i i NOV-05-2012 08:26 WEINBERG,GROSS&PERGAMENT 5168772460 P.004 ADVANTAGE Tri'LF, THE ADVANTAGE GROUP: ADVANTAGE TITLE • ADVANTAGF FORECLOSURE • ADVANTAGE LEGAL - ADVANTAGE SETTLEMENT • MORTGAGE ADVANTAGE FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK hereby certifies to: THE TOWN OF SOUTHOLD that a search has been made for a chain of title of the premises described in Schedule A, Parcel A(subject premises) and for a chain of title for each parcel adjacent to said Parcel A from January 1, 1980 to date. The purpose of this examination is to determine if any contiguous property was owned by an owner of the subject premises since the date of any previously applicable zoning ordinance as of January 1, 1980. This affidavit is made to assist the Board of Zoning Appeals to the Town of Southold to reach any determination which requires as a basis therefore, the information set forth herein and knowing full well that said Board will rely upon the truth thereof. Liability of this company, under this certificate,is in no way to exceed the sum of one thousand dollars($1,000.00). First American Title Insurance Company of New York (See letter annexed hereto.) Adv ntage Title Agency, Inc. C,7,$44'� Karen Montalbine,Title Officer Sworn to before me this 10th day of May, 2012 o� Notary Public Ad ICE GCP,aAgN Notary pUhISC, i,ix OT N W York No. 0'1 C..(�"ri 70980 alinlitiv,d icy sui!o;k Cuustty Re: Title No.: SSA-26660-12 Search Effective:April 18, 2012 TAKING SERVICE TO THE NEXT LEVEL 410 NEW YORK AVENUE,HUNTINGTON,NY 11743-631.424.6100,FAX;631,424.6049-Z45 PARK AVENUE,NEW YORK.NY 10167•2126721960•800.285.1551-WWW.ADVANTAGETITLC.COM NOV-05-2012 08:26 WEINBERG}GROSS&PERGAMENT 5168772460 P.005 Parcel "A" Subject Premises District 1000, Section 111.00, Block 11.00,and.Lot 010.000 Lot 416 on "Amended Map A of Nassau Point' Filed on August 16, 1922 as Map Number 806 DEED Howard G. Tuthill and Dated: April 1500 Jennie C. Tuthill, his wife Recorded: April 23, 1938 to Liber: 1978 Vera E. page: 9 NO''t'iE: Vera Tuthill n/k/a Vera Cichanowicz died a resident of Suffolk County on June 25, 1996, Surrogates File No. 1565P1986. LAST DEED FRE RD Joseph Er triichamowicz,as Executor of the DOW- November 28, 11997 Last WiII and Testament of Vera Cichanowicz, deceased Recorded: December 30, 1997 to Liber; 11870 Judith Marie Welds Page; 424 First American Title Insurance Company of New York (See letter annexed hereto:) Advantage Title Agency, Inc. Karen Montalbine,Title Officer Sworn to before me this 10th day of May, 2012 Notary Public ALICE GORMAN Notary Pub'iC,Slats of New York No.01606070980 Quo6fied in Su folk county Commission Expires MarCh 11,, 0 NOV-05-2012 08:26 WEINBERG,GROSS&PERGAMENT 5168772460 P.006 Parcel "B" Premises to the North District 1000, Section 111.00,Block 11.00 and ,Lot 011.002 Lot 415 on "Amended Map A of Nassau Point" Filed on August 16, 1922 as Map Number 806 George W. Matthews Jr. and Dated: December 2, 1961 Florence Matthews,his wife Recorded: December 18, 1961 i t0 Liber: 5098 Geraldine L. Fcrmd Page: 450 Geraldine Ferend aWa Dated: December 8, 1986 Geraldine L. Ferend Recorded: January 12, 1987 to Liber: 10217 John R. prey Page: 413 F=irst American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency,Inc. Karen Montalbine, Title Officer Sworn to before me this 10th day of May, 2012 Cr�mmQis��oAnicE1CdxE; GsbF;MANNotary Public lSateofN 31*1,Yo rk NouPubicn0tufok CountZ H— Vires Warch NOV-05-2012 08:26 WEINBERG,GROSS&PERGAMENT 5168772460 P.007 j DEED John R. Dempsey Dated: August 6, 1992 Recorded: August 12, 1,992 to Liber: 11518 ° r s Way'Building Corp. Page: 197 I DEED Winds Way Building Corp. Dated: August 28, 1995 Recorded: September S, 1995 to Liber. 11739 Rudolph W.Cretew Page: 964 First American"title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. Karen Montalbine,Title Officer Sworn to before me this 7 th d 0 0 ay of May, 2012 Notary Public ALICE GORMAN Notary Public,Stzi".'o of NOW York No.41 606070980 Oualitie.d in SUifolk Goun Cammisolon Expires March 11,%1t4- NOV-05-2012 08:26 WEINBERG,GROSS&PERGAMENT 5168772460 P.008 DEED John M�, j' iar;Esq., Referee Dated: October 31, 1996 Recorded: November 1, 19�6 t0 Liber: 11799 , G ty I��',BW* Page: 919- II I� DEED The Suffolk County National Bank Dated., February 11, 1997 i Recorded: March 7, 1997 to Liber: 11819 Richard KAUmmotlin and Page: 7 5 8 Maria Cherrington,his wife First American Title Insurance Company of New York A Y , (See letter annexed hereto.) Agency,Advantage Tdle A , Inc. �f 9 Y Karen Montalbine, Title Officer Sworn to before me this 10th day of May, 2012 Notary Public ALICE GORMAN NotAry Public,Stitc of New YO* No.01 G060'709RO QuaH(iod in Sut`olk Caun Commission Expires March 11, 0 NOV-05-2012 08:26 WEINBERG}GROSS&PERGAMENT 5169772460 P.009 LA$T DEED QF RECORD Richard K. Cherrington and Dated= lune 28, 2000 Maria Cherrington Recorded: July 7, 2000 to Liber; 12053 Richard K.Chen ington Page: 861 First American Title Insurance Company of New York (See letter annexed hereto:) Advantage Title Agency, Inc. Karen Montalbine, Title Officer Swom to before me this 10th day of May, 2012 Notary Public ALICE GORMAN Notary Public,State of NlawYork Pio01 608070980 QUaiificid in Sufrolk CountY Commission Expires March 11,201 it NOV-05-2012 08:26 WEINBERG,GROSS&PERGAMENT 5168772460 P.010 Parcel "C" Premises to the East Haywaters Road Haywaters Road is a street. I First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. '-4dJ-6-r GYMx.�f.0 -e Karen Montalbine, Title Officer Sworn to before me this 10th day of May, 2012 �f Notary Public ALICE GORMAN Notary Public,State of Now York No.01 G06070!M Qupli4,ed in Suffolk Coun Commission Expires march 11,70 I, NOV-05-2012 08:26 WEINBERG,GROSS&PERGAMENT 5168772460 P.011 Parcel "D" Premises to the Southeast District 1000, Section 111.00, Block 11 AO.and Lot,009.0,00 Lot 417 on "Amended Map A of Nassau Point" Filed on August 16, 1922 as Map Number 806 DEED Robert J. Krupski and Dated: November 22, 11972 Linda Elle � � 's wife Recorded: November 29, 11972 to Liber: 7292 Saul Rosenstreich and Page: 209 Susan L. Rosenstreich,his wife LAST DEED_QFAECURD i Saul Rosensireich and Dated: May 1, 2003 Susan L. Rosenstr6oh,his wife Recorded: May 9,2003 to Liber: 12250 Susan L. k i sti" Page: 411 -First American Title Insurance Company of New(York P Y (See letter annexed hereto:) Advantage'title Agency, Inc. Karen Montalbine, Title Officer Sworn to before me this 10th day of May, 2012 Notary Public ALICE GORMAN Notary Public.State of Ncw York No.0-IGOC-070960 OuF114icd in Suffolk County Commissicn Expires Marct,11.20 r-� NOV-05-2012 08:26 WEINBERG,GROSS&PERGAMENT 5168772460 P.012 Parcel "E" Premises to the South District 1000, Section 111.00, Block 11.00 and Lot 008.000 11 Lot 418 on "Amended Map A of Nassau Point" Filed on August 16, 1922 as Map Number 806 DEED I Warren J Hall Dated: August 28,'1973 Retarded: August 30, 1973 to Liber: 7478 Esther G. Hall Page. 323 NOTE: Esther G. Hall died a resident of Suffolk County on September 2, 1977, Surrogates File No. 1S26P77. NOTE: Warren J. Hall died a resident of Suffolk County on January 24, 1978, Surrogates File No. 291P78. First American Title Insurance Company of"New York (See-letter annexed hereto.) Advantage Title Agency, Inc. I Karen Montalbine, Title Officer Sworn to before me this 10th day yof May, 2012 Notary Public ALICE CARMAN Notary PublicSL'tt0 of New York No.oiiaOW70980 Qualitied in Sufbik County Commissiort Exoiros?,larch 11,201. NOV-05-2012 08:27 WEINBERG,GROSS&PERGAMENT 5168772460 P.013 DEED Geoffrey G. Hall,as Executor nate Dceember 19, 11978 of the Last Will and Testament of Warren J.Hail,deceased Recorded; January 24, 1979 to Liber: 8572 Helen miwu page: 492 ,I NOTE: Helen Miccu died a resident of Suffolk County on November 30, 1999, Surrogates File No. 319A2000. LAST DEED OF RECORD Wally Duval,Norma Duval and Dated: February 4,20013 Christopher Duval,being all the heirs at law and distributees Recorded: March 19,20U of Helen K. Miccu, deceased to Libcr: 12241 John R.;Dan"ey and page: 39 Jeanann Dempsey,his wife First American Title Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. Karen Montalbine, Title Officer i Sworn to before me this 10th day of May, 2012 i Notary Public ALICE 0<)RMIAN Notary Public,Stjic o'Now York No,01006070980 punlitied in Suitolk Coun Commission Expires Murch 11, 0 NOV-05-2012 08:27 WEINBERG,GROMTERGAMENT 5168772460 P.014 Parcel "F" Premises to the Southwest District 1000, Section 111.00, Block 11.00 and Lot 007:000 Lots 419 and 420 on "Amended Map A of Nassau•Point" Filed on August 16, 1922 as Map Number 806 LAST DEED OF RECORD Vera P. 06hanowicz Mda Dated: September 7, 1951 Vera E. Tuthill Rccorc3ed: p Se tember 11 1951 to Liber: 3262 Theodore A,21'91t o and Page: 204 Regina Dykhis wife NOTE: Affects filed map lot 420 only. LAST DEED OF RECORD Ellsworth C. Grathwohl and Dated!, March 26, 1951 Winifred?*GMhwohl,his wife Recorded: March 29, 1951 to Liber: 3197 Theodore A Dyiewski and Page: 596 Regina Dylewski,his wife NOTE: Affects filed map lot 419 only. First American Title Insurance Company f New Y p yo York iok (See letter annexed hereto.) Advantage Tilde Agency, Inc, Karen Montalbine, Title Officer I Sworn to before me this 10th day of May,2012 j Notary Public ALICE GORMAN Notary Nor C)13O6070080Stf-'c Of W York oualitied in SO,olkCounty Commission Expires March 11,20(� 'I NOV-05-2012 08:27 WEINBERG}GROSS&PERGAMENT 5168772460 P.015 Parcel "G" Premises"to the Northwest District 1000, Section 111.0% Block 11.00 and,Lot 006:005 Part of Lots 421 and 422 on "Amended Map A of Nassau Point" Filed on August 16, 1922 as Map Number 806 DEED MST Construction Corp. Dated: October 24, 19'5 Recorded: November 3, 1975 to Libcr: 7936 Susan Everett Brewster Page: 405 DEED Susan Everett,Brewster Dated: July 22, 1983 Recorded: August 29, 1983 to Liber: 9414 W. Barryv-BVerctt and rage: 450 Grace 1.Everett,his wife First American Tale Insurance Company of New York (See letter annexed hereto.) Advantage Title Agency, Inc. Karen Montalbine, Title Officer I Sworn to before me this 10th day Y of May,2012 Notary Public ALICE GORMAN Notary Publio,stalc of New York No. 01 G060-10990QwgWiod in Su,tolk Coun Commission Expires Murch 11' 0 NOV-05-2012 08:27 WEINBERG,GROSS&PERGAMENT 5168772460 P.016 I DF,FD W. Ba ,as surviving Dated: August 7, 1995 tenant by the entirety Recorded September 13 1995 to Liber: 11741 i Richard D.kvwsw and Page: 354 Susan Everett Brewster,his wife LAST DEED OF R&CORD Richard D. Brewster and Dated: August 4,'2000 Susan Everett Btewster,his wife Recorded: November 21, 2'000 to Lieber: 12085 Anne Everett Hawkins Page: 891 �I Forst American Trae Insurance Company of New York (See tetter annexed hereto.) Advantage Title Agency, Inc. Karen Montalbine, Title Officer Sworn to before me this 10th day of May, 2012 Notary Public ALICE GOWAN (notary Public,Stich of Now York I No. 01606070q50 Oualified in Suffolk Coun Commission Exoiros march 11,Y0 L TEST HOLE DATA BY McDONALD GEOSCIENCE N 5/30/12 PROPOSED SEPTIC SYSTEM SURVEY OF PROPERTY ----- 0.5' DARK BROWN LOAM OL (FOUR BEDROOM MAX.) AT NASSAU POINT _ p BROWN SILTY SAND SM Ell 1, 000 GALLON SEPTIC TANK ° �, .: , ----- 2' �` Fvsc�►F��9 TOWN OF SO UTHOLD [1] 12' DEEP x 8' DIAMETER LEACHING POOL PALE BROWN FINE SAND SP SUFFOLK V 0 UNT Y N. Y. RAIN RUNOFF CALCULATONS 1000-111-11-10 17� HOUSE & GARAGE= 2,6138 sq. ft. ' �` SCALE- 1'=30' NO WATER ENCOUNTERED 3,2moi, �4 < 61 x 1 x 0.17= 457 cu. ft. 052 JUNE 26, 2012 457 / 42.2 = 11 VF " '' AUGUST 10, 2012 (PROPOSED HOUSE & POOL) PROVIDE 2 DRY WELLS 8' DIAMETER x 6' DEEP OR EQUAL. At LOT 415 (DWELLING) N89'23'3 "E 244.41' ,--- 34�LAWNWELL UOLETY I EL . 32.2' rJy <0 �A -32- �� W _ W c0, 1P ���.'( gig- - w LOT 416 40.7' N / o� .� Vr _ ��= j / O / _ W W - - __ \C 7.7' / cM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �_ - 36 - � - - -- - - _----- --- ---- - J q ~ z a • LU - PERMIT FOR APPROVAL OF CONSTRUCTION FOR A � � ,� W� TEST HOLE o o Lr N 11� O � � SINGLE FAMILY r�ESIQ>:NCE AND __ PROPOSED > _ _ EL 31.7_ z W I- PROPOF-ED n� o> ONE STORY oo v —�*I o- In U -�� 0p - 34- INGROU{ti�POOL PATIO o RESIDENCE PROPOSED W/L W Z m W CP / '� 40' F.F. EL. 35' �� _ V \ I 18.0' i Lyl DATE >t 1 H.S. REF,NO.I __` � � �v �� � i � � � 1� � F- � ��, �� V 0 \ z o I N P� < Q C �C ^> PROPOSED zl v 3 V) �a S APPROVED '` - /'� \ � i �- I � DRIVEWAY a� C0 .L b "'�� J� �� \ n / I GARAGE .� z O 1 . C� F- TOTAk.Mwxla�utii BECReOIuIs �\ \ ,y N ; ST / U I 31.0' � �' J aO E 8 ;/ LP } r0 ;oX j 10 � .9 EXPIRES THREE YEARS FROt►1 JATECF,R?PROVAI \ \ 5 \ ' �� o L � a �' 0- �//(,�� Q p \ \ MIN �� N D.W. 10 I� �L o UJI FE (o �Citi i N83'21'30"W 41 o.s's wooD FENCE 0-41-S N l AREA=21,125 SO. FT. w�Tti A Lor 419 -- -28-1 EL. 28.0' TO TIE LINE e4% Ivy (DOLLING LOT 418 203.80 LOT NUMBERS REFER TO "MAP OF SECTION D, NASSAU TFRJ WITH PUBLIC WATER) LOT 417 _ POINT CLUB PROPERTIES, INC." FILED IN THE SUFFOLK (DWELLING WITH PUBLIC WATER) COUNTY CLERK'S OFFICE ON MAY 7, 1926 AS MAP NO. 806. ELEVATIONS REFER TO AN ASSUMED DATUM. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE ■ =MONUMENT DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES • =PIPE LITTLE PECONIC BAY RD. N. cic. No. 49x18 and will abide the conditions set forth therein and on the ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION PECONIC SURVEYORS, P.C. permit to construct. OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICA77ONS (631) 765-5020 FAX (631) 765-1797 The location of public water, wells and cesspools shown hereon are HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 from field observations and or from data obtained from others. SAID MAP OR COPIES ,SEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 1 q�_ q92 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y 11971 1 t TEST HOLE DATA BY McDONALD GEOSCIENCE 5/30/12 PROPOSED SEPTIC SYSTEM SURVEY OF PROPERTY N DARK BROWN LOAM OL (FOUR BEDROOM MAX.) _--__ 0.5 - A T NA SSA U POINT BROWN SILTY SAND SM [1] 1, 000 GALLON SEPTIC TANK � j OWN OF SOUTHOLD [1] 12' DEEP x 8' DIAMETER LEACHING POOL u U �r PALE BROWN FINE SAND SP FFOLl 1 CO Ul� T Yj 1�. Y. RAIN RUNOFF CALCULATONS 1000-111-11-10 17, HOUSE & GARAGE= 2,688 sq. ft. A SCALE. 1'=30' NO WATER ENCOUNTERED 3,261 X 1 x 0.17= 457 CU. ft. JUNE 26, 2012 457 / 42.2 = 11 VF AUGUST 10, 2012 (PROPOSED HOUSE & POOL) PROVIDE 2 DRY WELLS 8' DIAMETER x 6' DEEP SEPTEMBER 21, 2012 (REVISION) OR EQUAL. DECEMBER 17, 2012 (FOUNDATION LOC.) �o� LOT 415 (DWELLING) N8923'30"E 244.41' WELL 1 UTILITY EL. 32.2' /7 <0;A I << o o Uj 40.7' _ o k/J SCR " Ir Z w 7.4' Uj 17 ~ Os ? N I o Lv Q -n o O Iv o 3 n z Li CR D :1 o '~ U Z it w m 00 CP �m Z CL o MI Z 17.8 ^d o Ai H I- IF '� Q J N 3,.,' U ao 20.0' 40.4' 3 <X In o is Z o o iv !'0 a !�•� N 00 < ^r FE d � - i 30 N83'21' "W I 0.s' 0.4's s FN c AREA=21,125 SCS. FT. w�Ty LOT 419 EL. 28.0' TO TIE LINE �- 418 203.80 �, CI c wg7F (DWELLING WITH PUBLIC yy LOT NUMBERS REFER TO MAP OF SECTION D, NASSAU Rj WA TER) LOT 417 zn POINT CLUB PROPERTIES, INC." FILED IN THE SUFFOLK (DWELLING WITH PUBLIC WATER) ! It COUNTY CLERK'S OFFICE ON MAY 7, 1926 AS MAP NO. 806. ae'j 2 r ELEVATIONS REFER TO AN ASSUMED DATUM. A I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE ■ =MONUMENT DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES • =PIPE �i/ :3'e, ;CLL NO. 49618 and will abide by the conditions set forth therein and on the LITTLE PECONIC BAY RD. �. � _ er w to construct. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PECONIC S RVEYORS, P. p OF SECTION 7209OF THE NEW YORK STATE- EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909 The location of public water, wells and cesspools shown hereon are HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF from field observations and or from data obtained from others. SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET ��_��� WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 TEST HOLE DATA BY McDONALD GEOSCIENCE N 5/30/12 H.S. Ref.No. R10-12-0056 SURVEY OF PROPERTY 0.51 DARK BROWN LOAM OL AT NA SSA U POINT _--__ 2' BROWN SILTY SAND SM TOWN OF SO UTHOLD PALE BROWN FINE SAND SP SUFFOLK COUNTY, N. Y• 1000-111-11-10 1'=30'• NO WATER ENCOUNTERED SCALE.JUNE 26, 2012 AUGUST 10, 2012 (PROPOSED HOUSE & POOL) SEPTEMBER 21, 2012 (REVISION) DECEMBER 17, 2012 (FOUNDATION LOC.) �0� SEPTEMBER 25, 2013 (FINAL) ROOF DRAINAGE LOT 415 WOOD WALL N y9o, f' _ & POOL FILTER AROUND POOL ,; -( DWELLING) r a O EQUIPMENT " WE8.E N892330E LL-, 244.41' WELL. r1, UTILITY I EL 32.2' POLE AJ—A FE WIRE FENCE 0.3 ' N 41r, CA A/C UNITS 1r, �> 2a \ u wo D.W. W �0. C, �• �A 6e 41.2 D.W. oY o I >LO- J k J CJS 0 �+ za Z i w > \ PATIO — --- 7.4' �Z z M 0 W/L wa = a v) 0 ~ w -z�- LL N I Q g' W \� 3- POOL > mco N w CAI o _ �� 36.6' o v R' PAVERS w Z m .. .t - 0 — > B.B. 5y 9 17.8' er o Ay�j�j' f_= h N � I< Q P GRAVEL DRIVEFE WAY Qlo� 3 5'N 12.3 ai LP 48 T 37' 20.0' N 31.9" B.B. 3 �'< m -' a0 0.2E WINDOW 4 3 ox WIRE FENCE WELL iv p') 0. / N OUT. 00a "+i SHOWER `r D.W. D.W. f- iv N83.21,3 " "�� 0 FE W� w'u� N 0 W 1.1'N I otic �,/ -- ----L©T � ------ ----, WALL AREA=21,125 SO. FT. Ty 19 0.6'N EL. 28.0' TO TIE LINE w� 'DWELLING LOT 418 203.80' �---_7 NASSAU J WITH PUBLIC WATER) LOT 417 ,n LOT NUMBERS REFER TO MAP OF SECTION D, ti �1AY 1 q ?014 (DWELLINGPOINT COUNTY CLBERK'S OFFICE ONCMAYLED 7, 11926HASSMAPOLK NO. 806. _ iMTHP WATER) UBUC ELEVATIONS REFER TO AN ASSUMED DATUM. - I am familiar with the STANDARDS FOR APPROVAL AND CONS TRUC T/ON OF SUBSURFACE SEWAGE ■ =MONUMENT DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES • =PIPE LITTLE PECONIC BAY RD. `�'` LIC. N0. 49618 t _r�y� and will abide by the conditions set forth therein and on .the ANY AL TERA 77ON OR ADDITION TO THIS SURVEY IS A VIOLA TION PECON/C SUR S, P.C. permit to construct. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICA77ONS P.O. BOX 909 The location of public water, wells and cesspools shown hereon are HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF from field observations and or from data obtained from others. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WH12_��� OSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 1 10/11/2012 03:11 6314748892 PAGE 05 Oct 11 12 11:25a Brasier Insurance Agency 6312861406 P•1 ,4 p CERTIFICATE OF LIABILITY INSURANCE ioiiii/2oi2' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED 13Y THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INgURER(S), AUTHORIZES REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is An ADDITIONAL INSURED,the policy(les)must be endorsed, If SUBROGATION 15 WAIVED, subject to the terms and conditions of the policy,certain PORCies may regUire an endoreemont. A statement on this certlficale does not confer rights to the C2rtfflcate holder In Neu of such endorsement . PRODUCER. NWT Debra F'Ei3'rJiiO SIxemisic Insurance Agency PNON! (631)286-L4D0 (63Lrzae iaa6 1745 Montauk Highway EAilnL ,brasier-debraPaptonlina_net INSURER(S) AFFORnINO COWAFAOE NAIL`e Hell ort NY 11713 INSURERAMerahants xnm=an0@ Gro INSUAEO INetWFtB• ow York State Insurance tlaad Ri shard Labaxbara Jr INSURER C: 32 Harlan Avenua IMMAM a INSUIR tE. Med£Ozd NY 11763 MuRe I--.— COVERAGES ;COVERAGES CERTIFICATE NUMBER;CZ1210L1o2190 REVISION NUMBER: THIS 13 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTEO BE.OW HAVE BEEN ISSUED TO THE JNSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOINMTHSTANDiNG ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFRORDEQ BY THE POLICIES DESCRIBED HEREIN 16 SUBJECT TO ALL THE TERMS, E XCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN LLaY HAVE BEEN REDUCED BY PAID CLAIMS, ILs Tyre Of INBUILAIlm UrW NUMB PO C EFF POW D - LIMITS GHNERAL LIABILITY EACH OCCURRINCA 5 110001000 7f GOMWERCIAL GENERAL LIABILITY 6 50,000 A c(AIMS-MADE x❑OCC:JR OPlo4e229 /23/203,2 /23/20.3 MEC EXP Any ane mmo s 10,000 PERSONALAACV INJURY S 1,000,DOD GENERAL,A0611EGATE s 2,000,000 06n A=MOATE UdrrAPPLE:S PER: PAODVCTS•COMM12P AGG ! 2,000,000 x POLICY ! Loc 3 AU7OM0®LE LIAEILITY cE LIMIT ANY Aura IBODILY Niv"(Per Par•onj 'S ALL OSN�C SAlfrCHEDULED 8001YINJURViAwnecklanll S AUTMIRED AUTOS p6wao OPER L Is UYHABLLA UAB CCCU0. *ACH OCCORRerice e ooe�a Lu%A CLAMS-MADE AGGREGATE S OED "ENTION5 ! AMR IS Is COMPENSATION IIS SrnTU• OTM AND EMPLOVERD'LJAI LIT7 YIN ANY PROPRIETORIPARTNERMC-CUTIVE C.L.EACH ACCCENT s 100.000 OFFICEMMMER 0MLUDE09 NIA 8092 91L—J !3/2038 /9/ZOl9 IIrI•Rd•eDIY�NRI EL DIS_ABE-EA EMPLOYEE s 100,000 S yeq aeeuloe MAer DESCRIPTIO DF OPERATION„Wow LL D1SEAW-POLICY LIMIT t 500,000 nEBCRIprION OF OPERATIONS I LOCA11ONS I VEHICLES (Adeob A60RD 101,AedRlonel NpmarR•Scneduls,p a!ars space INS rOOWMINl Plumbing s Heating CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF �10AT BED POLICIES of CANCELLED BEFORE THE EXP NF, NOTICE MLL BE DELIVERED IN ACC E WITROVISIONS. Town of Southold 53095 Route 25 Southold, ICY 11471 I AUTNORI2ED R rKA Tfe e.Aa,yld ga•seeeeelle eA ANher170!baker SOeivJLn remior/D6 ACORD 25(2010/06) 0 1985-2010 ACORD CORPORATION. All rights reserved. INS025(2eiaasl.or The ACORD name and logo are registered marks of ACORD New York State Insurance Fund 1,)Q1,(1° l Workari'Gn»ipensatlos J Disability henaJlts Spectaltsts Sine 1914 A f 11RPf1ROTF f FNTFR 11R IReFI R MFI fi I F WW Yf1RK 117d7-A199 Phone;:(691)756.4 0 CERTIFICATE OF WORKERS'COMPENSATION INSURA A A A A A A 510497135 GERING AND SON,INC. TA GERING ELECTRIC 24 E MAIN ST HUNTINGTON NY 117432813 POLICYHOLDER I CERTIFICATE HOLDER GERING AND SON,INC. ; TOWN OF SOUTHOLD j TA GERING ELECTRIC 53095 RT 25 24 E MAIN ST SOUTHOLD NY 11971 i HUNTINGTON NY 117432813 ........._-_.__ ......_,_..........._........... _........ ........_.._ ...._._.._.. ..., . . POLICY NUMBER i CERTIFICATE NUMBER j PERIOD COVERED BY THIS CERTIFICATE DATE 12086518-4 259217 L 10/27/2010 TO 10/27/201$ 1012212012 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2086 5184 UNTIL 1012712013, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY, IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 10/27/2013 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION, THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. WILLIAM GERING,PRIES. GERING AND SON,INC. 1 OF 1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND U DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nyslf.00m/con/cortval.asp or by calling(888)870-5790 VALIDATION NUMBER:26327724 U-20.3 1,11,d Z688bLVLE9 Cc£9 MLt£9 3lipa13 6ulian VIP:%ZZ-01,-2IO2 10/11/2012 10:15 FAX BROOKHAVEN AGENCY Z003 STATE OF NEW YORK WORKERS'COITENSATION BOARD CERTIFICATE OF•INSORANCII COVERAGE UNDERTHE NYS DISABILITY BENEFITS LAW PARF 1. To be comp y Disability Benefits Carrier or 11ceriR Insurance gent o tat Carrier —, I&Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of insured Intricate Contractors Inc (631)732-7611 x , 1 Wheat Path Road W 1 c.NYS Unemployment:Insurance Employer Registration Mount Sinai,NY 11766 Number of Insured Pending 1A.Federal Employer Identification Number of Insured or Social Security Number 43-19533W 2. Name and Address of tha Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Beine Listed as the Cettifieate Holder) STANDARD SECURITY•I-iFE INSURANCE-rO,,OF NY Town of Southold 3b.Policy Number of entity listed in*bdx"la": 'D82357-000 53095 Route 25 3c.Policy effective period: Southold,-NY 11971 3/22/2012 to 10/10/2013 4.Policy covers: a.® All of the employer's employees eligible under the New York Disability Benefits Law V.Q'Onty-the following class or classes of the employer's employeesi Under penalty ofpei"ury,I ccrtify that I am an authorized representative or licensed aget>l of the insurance carrier referenced above and that the named insured has NYS Disability Benefi nsu a eov $e as d bbd'above Date Signed 1 011 11201 2 By LZLZL _ - (Signawre of•i oranco rsrria s thorized repr ntative a NYS Ltcarerd lrrsurarrux Agent of that insurance carrier) Telephone Number (242)355.4141 Title SUPERVISOR/POUCY SERVICES tiv KWAN'i. If box 4e is d=Md,and this form is signed by the insurrm tanner's authorized represem etive or NYS Licensed Inswa oe Agog d" cerriar,duffs cedifiam is COMPLETE, Mal It dkeedy to dna oeranoate holder. If box'46"is td+eG 4 this certifica*is NM COMPLEre thr purposes of Section 220,Subd.8 of the Disability Buts taw.It must be mailed for completion to the Workers'Compensation Board,DB Plaits Aooeptfinee Unit,20 Park Street,Albany,New York 12207: PART 2.To So completed y AVS Wbrkere Compensatf6n Board P5n—Fy fflibk"4bo of Part 1 has sent ) State Of New York Workers'Compensation Board According to infomation maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to ail of his/her employees. Date Signed By (Signature of NYS Workor a Compensation Board Employee) Telephone Number Title Please Nots:Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1(5-06) i i 10/11/2012 03:11 6314748892 PAGE 02 10/1:1/2012 10:15 PAZ BROOKHAVEN AGENCY IM002 CERTIFICATE OF LIABILITY INSURANCE ,m„Imuc ffm THIS CURMFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO ROI`ITS UPON THE CERTFICATE HOLDER.THIS CERTB=KATE DOE$NOT AFFIRMATIVELY OR NEGAi WLY AMEND,WC179ND OR ALTER TME CMRA(lE AFFORDED 9Y TW POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE IBIiUING INSURER(S).AUTHORIZED REPR6SENTATtVE OR PRODUCER,AND THE CERTIFICATE HOLDER. BIPORTANY: R The certifiCSAfo Helder is an fIRSMAL INBURED, poNey(IOB)must be endorsed. If 8U8 TION 1G WAfVW,aubf00t to the some and cmWillone of"policy,certain POliclee RMrogolrs an endorsement.A atet4emeM on this eertifiesle does not calte►rlph4s b firs cetlifma holder In Dau of such endorYement(a). PRODUCER r Broekhtwen en MIC. Brvokhsren Agency,Inc• PROW 1.A71= FAx ".MNSM4405 P.O.Dolt BSO . •brooRhl M,1 BDnmet ISO Moln Sheet MAIIII Prgrwasa Ent Sobdid NY 11733 N° INSUMo 84UMM A lith Flat klwtonce qdMnY IrmeabB C011120101 ,Inc. nis 1 wheat Poe Rood W MowA Sinal NY 11166 elsurta COVERA®ES CERTIFICATE NUMBER: ReMION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDTO THE IN6URED NAMED ABOVE FOR ICY PERIOD INDICATED. NOTVNTHSTANDING ANY REOUIRP_MENT.TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENTVNTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 13 SUBJECT TO ALL THE TERMS, 5XCLUVION8 AND CONDITIONS OF SUCH POLICIES.UMrM SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. gum TYPE OF INBonAAteti NUMaF±R PON OFFM.V�% UYIrE Q0 R1AL LIABILITY lAG1I OCCur�NCE �� A X IALODCAALLMILITY A ART 112626610 21298012 2121=3 DnF�AaF:TORENTED &KNO CLAIMFAWR FX7 OCCUR Mm BxP one s1 PERSONAL&ADV INJURY -51000 paNB%ALAOGREM7E LW'LAvQAqAZ LIMITAMU68PER: X I nwayP� LOC 1 AUTOMOBILE WANIJff COMBINED SINGLE LIMIT j (Ee ae;ekeml ANY AVTO SODII.YINJIJRY(PvPaA=d E ALL OVA40 AUTOS BODILY INJURY(Par 6 SCHEDULED AUTOI PROPeRTY DAMAG! ! HIREDAUrOS ar ! NON-OWNED AUTOO ! UMBRELLA LAB OCCUR EACH QMR1= 11 aCess LA6 DEDUCTIBLE ! YVCR1=CONPlMIAT10N IBTA7lJ AND UWAVEW L LMLrfv Y J (M IPRpPR�E nCLUDPED?ECUTN� N/A 1 Nr 1 L1 A aeenlea unaerP Y LnRr a DMMPT10N OF OPERATIONS 1 LOCATIONS I VQNC MI(Amcor AOOM 101.Addldoaal Rortrrks SohadaI- IF MA edeas IS F***" C6etYTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY GF THE AMR MR==POW=BE CANO11"D IkWM THE 6XpWATAw DATE THRill P. NOTIOE VAL DF: DE MMID IN BUILDING DEPARTMENT ACCOVAMCE rvrnl THE POLICY P"'ANOW SM ROUTE 25 SOUTHOLD,NY 11971 AUTNORQFD Re PRBBBNTATIIRp ®19864009 ACORD CORPORATION. All rlghta reserved. ACORD 23(MMD) The ACORD name and logo anu mgisbmd marks of ACORD OP ID:VM CERTIFICATE OF LIABILITY INSURANCE DAT0`1112DIYYYY) 01112!12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 631-864-1111 NAME:CONTACT Bagatta Associates,Inc. 631-864-8274 PHONE FAX 823 W Jericho Turnpike Ste 1A Ic No Ext): Smithtown, NY 11787 E-MAIL ADDRESS: _ Bagatta Associates,Inc. PRODUCER CUSTOMER ID N:ARTH U-1 INSURERS AFFORDING COVERAGE NAIC N__ INSURED ArthurJ Edwards Mason INSURERA:Worcester Insurance Company 26182 Contracting Co Inc DBA Arthur INSURER B: Edwards Pool&Spa Center 929 Route 25A INSURER C Miller Place,NY 11764 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. I PO LTR TYPE OF INSURANCE POLICY NUMBER MMIDDIYYYY MMID YMLIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY MPA00000038801 H 01/01/12 01/01/13 PREMISES Ea occurrence $ 100,000 CLAIMS-MADE OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 X BLANKET ADDITIONA GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO LOC $ JEC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS HIRED AUTOS (Peraccident) tDAMAGE $ NON-OWNED AUTOS $ $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ _ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATIONWC STATU- OTH- AND EMPLOYERS'LIABILITY YIN TORY LIMITS ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) E L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION 0000000 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOMCE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall P.O. Box 728 AUTHORIZED REPRESENTATIVE Southold, !�.--- NY 11971 I O 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE In.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured Arthur J.Edwards Mason Contractor,Inc. 632-744-7185 929 Route 25 A 1 c.NYS Unemployment Insurance Employer Miller Place,NY 11764 24108715 Id.Federal Employer Identification Number of Insured Work Location of Insured (Only required if coverage Is or Social Security Number specifically limited to certain locations In New York State, 4e., a 11-2377925 Wrap-Up Policy) 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Ullico Casualty Insurance Company Town of Southold 3b.Policy Number of entity listed in box P.O.Box 728 WCS-700093-00 Southold,NY 11971 3c. Policy effective period 0 O1 012 to 01 20 3 Proprietor,Partners or Executive Officers are [x]included. (Only ebeek box if all partners/oMeers Included) I all excluded pr certain vartnerstof kers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a for workers' compensation under the New York State Workers'Compensation Law. (To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box The Insurance Carrier will also notes the above cert f cats holder within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Cert{fleate. (These notices may be sent by regular mail.) Otherwise,this Cerr&lcate Is valid for one�year after this form Is approved by the Insurance carrier or its licensed agent,or until the policy expiration date listed In box 3c.,-whichever ts:earlier.` Please Note:Upon the cancellation of the workers'compensation policy Indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business Is.complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depict on this form. Approved by: nt n e ofa rixe p ive or licensed agent of nsurance car-Tier) Certified by: �' (�sign/�ature) (Dat 9 Title: OM /Y1.Gl�/ut.0 Telephone Number of authorized representative or licensed agent of insurance carrier: AV ` tol 9d —;I 7 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-I05.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department,board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter,Nothing herein,however,shall be construed as creating any liability on the part of such state or municipal department,board,commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. C-105.2(9-07)Reverse STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a. Legal Name and Address of Insured (use street address only) 1 b. Business Telephone Number of Insured ARTHUR J EDWARDS MASON 631-744-4455 CONTRACTING COMPANY INC 1c. NYS Unemployment Insurance Employer Registration 929 ROUTE 25A Number of Insured MILLER PLACE, NY 11764-2700 2410871 1d. Federal Employer Identification Number of Insured or Social Security Number 11 2377925 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage (Entity Being Listed as the Certificate Holder) The Guardian Life Insurance Company of America TOWN OF SOUTHOLD 3b. Policy Number of entity listed in box 1 a": P.O. BOX 728 009844240000 SOUTHOLD, NY 11971 3c. Policy effective period: 07/01/2012 to 07/01/2013 4. Policy Covers: a. ® All of the employer's employees eligible under the New York Disability Benefits Law b. ❑ Only the following class or classes of the employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed:06/28/2012 By: S L�,t S. S Stuart J. Shaw, FSA, MAAA Telephone Number: 1-888-278-4542 Title: Vice President,Group Insurance IMPORTANT: If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit, 20 Park Street,Albany,New York 12207. PART 2. To be completed by NYS Workers' Compensation Board(Only if box 'Ab"of Part 1 has been checked) State Of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed: By: (Signature of NYS Workers'Compensation Board Employee) Telephone Number: Title: Please Note:Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (5/06) Additional Instructions for Form DB-120.1 By signing this form, the insurance carrier identified in box "3" on this form is certifying that it is insuring the business referenced in box "1 a"for disability benefits under the New York State Disability Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box "2". This Certificate is valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent, or the policy expiration date listed in box 3c': Please Note: Upon the cancellation of the disability benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220.Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article, and notwithstanding any general or special statuterequiringor authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (5/06) Reverse Stormwater Pollution Prevention Plan Pergament Property 3500 Haywaters Road Cutchogue, NY 1000 - 111 - 11 - 10 Prepared By: Suffolk Environmental Consulting Inc. P.O. Box 2003 Bridgehampton NY 11932 (631) 537-5160 Joseph Fischetti, P.E. 1725 Hobart Road Southold, NY 11971 (631) 765-2954 October 4, 2012 Section 1: Project Purpose and Objectives The applicant proposes construct a new one story home,pool and an attached garage at 3500 Haywaters Road, Cutchogue, NY. In order to proceed with this matter, compliance with § 236 of the Southold Town Code is required. This SWPPP complies with the performance standards set forth in § 236-13 of the Southold Town Code. The Town's Stormwater Code requires that site erosion, sedimentation and stormwater runoff control measures be appropriate for existing topography, vegetation and other salient natural feature of the site. This SWPPP is intended to minimize grading and cut and fill operations, ensure general conlbrmity with natural topography, and retain natural vegetation and trees to the maximum extent practicable in order to create the least erosion potential and handle adequately the volume and rate or velocity of'surface water runoll'. No storinwater will be diverted to another property, or onto Haywaters Road, either during site preparation or after development. §236 of the Town Code establishes performance controls that arc satisfied in this SWPPP. They Include: 1. The appropriate control of crosion, sedimentation and stormwater runoff prior to, during and after site preparation and construction; 2. The implementation of appropriate measure for dust control during grading operations; 3. The protection of areas exposed by site preparation and during site construction with silt fencing; 4. The substantial preservation of natural drainage patterns by site design; and 5. Careful site preparation,including timing of the stripping of vegetative cover and grading, so that no individual building site is stripped ol'its vegetation cover more than 30 days prior to commencement of construction through implementation of a reasonable schedule to minimize the amount of time For site clearing, construction and restoration. Section 2: Project Description Applicant proposes to clear subject property in a lawful manner, and then construct a single family residence, detached garage as well as a deck and pool. §236-10 requires that a Drainage Control Permit be obtained because proposed grading or stripping of the parcel in excess of 5000 square feet is proposed. In order to obtain a Drainage Control Permit compliance with the standards set forth in §236-13 is required. Included in this Storm Water Pollution Prevention Plan is a Site Erosion/Sedimentation and Storm Water Control Plan prepared by Joseph Fischetti, P.E. dated September 27', 2012. The attached Site Erosion, Sedimentation and Storm Water Control Plan contains the following structural and non-structural erosion, sedimentation and storm water controls: ❖ Silt fence details, deployment and specifications, ❖ Topsoil Staging ❖ Drywells for storm water control for all impervious surfaces Section 3: Contact Information 3.1 Owner: Atm Pergamcnt 3500 Haywaters Road Cutchogue, NY 3.2 Contractor: Undecided 3.3 Responsibilities of the Owner Contractor shall be responsible for the following: 1. Maintaining compliance with the applicable sections of this SWPPP including installation of erosion and sediment controls and maintain erosion and sediment control Best Management Practices (BMPs) in all areas of the site under its day-to-day control. 2. Maintain the cleanliness of Haywaters Road from construction related debris and sedimentation and implement storm drain inlet protection BMPs throughout the construction process. 3. Provide for adequate litter control. Control of construction chemicals and debris. 4. Provide for temporary erosion control as needed. 5. Suitably stabilize soils after construction by establishing permanent vegetative cover. The Contractor shall not store erodible or hazardous materials on the roadway. Section 4: Description of Soils Present at Site Soils found on the subject parcels consist of the following: PIC Plymouth Loamy Sand, 8 to 15 percent slopes (100% of lot area) Plymouth Loamy Sand is the only soil type on the property. This soil is characterized by being very deep and well drained. Plymouth loamy sand has been given a K-Erosion Factor by the US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). The K-Erosion Factor indicates the susceptibility of a soil to sheet and rill erosion by water. Factor K is one of six factors used in the Universal Soil Loss Equation (LISLE) and the Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The estimates are based primarily on percentage of silt, sand, and organic matter in the soil, as well as on soil structure and saturated hydraulic conductivity (Ksat). Values of K range from 0.02 to 0.69. Other Factors being equal, the higher the value, the more susceptible the soil is to sheet and rill erosion by water. Plymouth Loamy Sand has been given a K - Erosion factor of 0.15, placing it on the lower end of the erosion spectrum, and as such, the dominant soil type on the relevant area is not highly erodible. Furthermore, Plymouth Loamy Sand has been assigned a T Factor by the US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). The T factor is an estimate of the maximum average annual rate of soil erosion by wind and/or water that can occur without affecting crop productivity over a sustained period. This rate is in tons per acre per year. The T factor for Plymouth Loamy Sand is 4 tons per year. The importance of the T Factor is to show the potential damage to the on-site ecosystem through soil loss due to erosion. T values range from just over 0, to 5. The T values provided by the USGS show that erosion on the site is not a pressing concern, because each soil type can withstand a large amount of soil loss due to erosion, and still maintain a productive ecosystem. Even though the T Factors indicate that soil erosion is not a pressing concern for the on-site soils; This SWPPP seeks to minimize soil disturbance and soil loss, while applying best management practices (BMPs) including stockpiling of top soil, temporary soil stabilization, and seeding of all disturbed areas. Each of the soil types present on the property is also placed into a wind erodibility group by the US Department of Agriculture, Natural Resources Conservation Service (Soil Conservation Service). A wind erodibility group (WEG) consists of soils that have similar properties affecting their susceptibility to wind erosion in cultivated areas. The soils assigned to group 1 are the most susceptible to wind erosion, and those assigned to group 8 are the least susceptible. In this case, the classification into a wind erodibility group is without import as the proposed use is for a single family residence, with no arca being left without vegetative cover excepting that of the natural occurring beach. Section 5. Construction Phasing Plan and Sequence of Operations Construction Phase 1: ❖ Install silt fence at the Southeastern and Southwestern edges of the property Construction Phase II: ❖ Strip and stockpile topsoil, and install silt fence surrounding stockpile. Construction Phase III: ❖ Construct stabilized crushed stone temporary construction driveway and parking area. Construction Phase IV: ❖ Start construction of house and pool Construction Phase V: ❖ After construction is completed, install drywells for the house Construction Phase VI: ❖ Re-spread topsoil, add permanent seeding, landscaping, patios, driveway and walkways. Construction Phase VII: ❖ Remove silt fence at the Southeast and Southwest ends of property Section 6: Implementation of Minimum Erosion and Sedimentation Control Practices 6.1 Schedule of initial placement or implementation of erosion and sediment control practices Upon the issuance of a Building Permit, the owner will create a temporary construction driveway made of crushed stone. After the siltation fencing has been installed, the clearing will commence. Prior to the start of construction on the new dwelling, the site will be re-graded, and a topsoil stockpile will be created surrounded by siltation fencing. The contractor will then commence his construction of the proposed dwelling and its appurtenances, such as die detached garage, deck and swimming pool. After the residence is built, the driveway with accompanying drain will be installed, All excess concrete and other construction materials will be removed from the site and suitably disposed of. 6.2 Minimum time frames for continuance of erosion and sediment control practice The erosion and sedimentation control practices prescribed herein are to continue until all disturbed areas are stabilized. Stabilization is achieved upon the establishment of full vegetated germination in the construction area. Disturbed areas are anticipated to be fully stabilized by the fall of 2013. In the event that disturbed areas are not fully stabilized, the erosion control BMPs shall remain in place until the following spring. Section 7: Erosion and Sedimentation Plan The Site Erosion/Sedimentation and Storm Water Control Plan prepared by Joseph Fischetti, P.E. September 27' and attached hereto at Appendix B. This SWPPP envisions the implementation of these temporary sediment control measures consistent with the standards contained in the §236 of the Town Code. In essence, disturbance over the land is minimized and any sediment laden stormwater would be controlled by strategic placement of silt fences. Haywaters Road would be similarly protected during construction. After completion of construction the full stabilization of disturbed lands will be achieved through plantings. The permanent solution is a structural upgrade for the site and a benefit to the town. Section 8: Site Map SUBJECT PROPERTY Section 9: Maintenance Inspection Schedule The proposed residential structure is to be owned/occupied. The contractor is responsible For the implementation of this SWPPP. As such, maintenance and inspection will be continuous and ongoing throughout the construction process up to full vegetative stabilization of disturbed soils. Tliercafter, the owner will insure that the structural runoll' controls are maintained in good working order. Section 10: Pollution Prevention Measures 10.1 Litter Control and Control of Construction Debris All litter and waste materials will be collected and disposed into a dumpster. Only trash and construction debris will be disposed of into the dumpster. The dumpster will remain covered to prevent wind born dispersal of deposited materials. Once filled to capacity, the dumpster will be removed and replaced by a private carter. Waste concrete will be collected and removed from site by a private contractor upon completing the construction of the building foundation. Materials such as wood pallets and cardboard will be collected and recycled. 10.2 Control of Construction Chemicals Waste materials including petroleum products, paints, solvents, and used oil filters will be stored in structurally sound and clearly marked containers. The containers will be kept separate From the litter and construction debris and disposed of in accordance with applicable regulations,which pertain to hazardous materials. Appendix A: SWPPP Checklist prepared by Suffolk Environmental Consulting, Inc. on October 4, 2012 AO V. Town of Southold - Chapter 236 - Stormwater Management 1 , SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-Contractor or Other(Circle One) Property OWNER:Of Different than Applicant) Bruce Anderson-Suffolk Environmental Consulting,Inc. Ann Pergament Address: Address: j P.O.Box 2003,Bridgehampton,NY. 11932 3500 Haywaters Road, Cutchogue, NY Telephone#:631-537-5160 Fax#;631-537-5291 Telephotyell: Fax X. E-Mall: bruce@suffolkenvironmental.com E-Mail: Property Addreaa:765 Beachwood Road, Cutchogue, NY Brief Description of construction Activity,Proposed Structural BNPs,Soil S.C.T.M.#: Stabalization BNPs,Project Scope and/or Sequence of Construction Activity 1000 116 04 201. IN-i aeetwa Block tot 4, ,.I (Provide AdQdonel Papel as Needed) Name of Contractor andlorContact Person Responsible for Implemer�tionofSWPPP: See Attached Description -- ----- Same as Owner - - 4 - - -- Address: ----------------- _.____.__-----_--_- Telephone#: Fax#: _.__ _.__._..___.. _.___ __ _. -,_ .__._..----_------- E-Mail: ---------------------------------------------- ------- _---_------------------------------------------- ---.......- -------------------------------------- Name -----------------..•.--...---.-----_---_-.Name of Persona Responsible for installation&Maintenance of Erosion Control Practice: Sameas Owner ------------------------------_--_--..---._._--- 1 adress: Talephotw#: Fax# ------------------------------_------_--_-.._._ E-Mail: i T ------------------------------_-----.----- Total 21,125 s.f. Tota(Area of Land Clearing 5,000 Project Parcels: andforGroundDisturbance: -----------------------------.-----,----_----- (SF.IAvec) (S.F.I Avec) Project Duration: Start End _.--.---____------------------_---_----_.------.---- (Anticipated) 5 Months Date: 12112 Date: 5/13 i (N=1sw a(Calenderaye) ------------- Will this Project Disturbs five(5)or More Acres at Any One Time During the Proposed Development? Yes No --------- __._..___...._._,...-__----_--- UYES:PleaseAnswertheFollowino! __._.._.. ._,...__....._.__....- ._ _.., ..___.•_-------------- a. Does the Applicant have a Qualified Inspector On ® � ' Staff To Conduct the Required Inspections? Yes No j b. Does the SWPPP Indicate How Frequently the Site ® ® List the NAMES or description of all Potentially Impacted Waterbodles andbr Watlands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify All Temporary ® ® and/or Permanent Soil Stabalization Measures? Yes No d. Does the SWPPP Adequately Identify a Complete Project Phasing Plan? Yes No Status of Impacted Waterbody:{eg.TMOL,303(d)Listed,Impaired...) e. Does the SWPPP Indicate Additional Site Specific ® fl__l 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 WeearM,„) Of Intent and SWPPP Acceptance Form for Review ® ® by the Town of Southold? Yes No I STATE OF NEW YORK, Suffolk COUNTY OF...........................................SS I That I,... Bruce Anderson .......being duly sworn,deposes and says that lie/she is the applicant for Permit, ... t.-.-... ...�...9............ .......... Name of indFddual s nin Document I And that he/she is the Agent (Owner,Contractor,Agent,Corporate Officer,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 this; c' ( ...........r............................... 20/ ...........-..............., .--.- Z NotaryPublic: ................. ...................................................................... ...... ................ .........P'� .................. (signature of applicant) SWPPP Assessment FORM: 03-12 Notary I'riblic of Ne�v York No, 011V6053859 nualified in Suftolk County Commission Expires January 22, 20 T.O.S. "SWPPP" Preparation - Chapter 236 For Department Use Only: Storm Water Pollution Prevention Plan s•c.T.M. Property Address: ' Review Checklist Checklist # 1 l000 osarn sT sw� i.a REQUIRED PLAN INFORMA110M AND IMPLEMENTA71ON DETAILS: s i Plan Sheet Does the SWPPP Ad uatel Provide for and/or Indicate the Following:) i YES NO ,N.A.,Explanation for NO or N.A. ( eq g:) (Pg, Location # 1. Drainage Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall on-ISilp. 2 Construction Phasing Plan Indicating Sequence of Proposed Construction Activities. r 3 General Location MaP:..__--__- . rte,®rCL7� _..__ ...... __. _.... ....... .. . .......... 4 Dralartge Site Plan Drawn to Scale at Surly(60 j feet to the Inch or larger indicating the Following: (M:®,Em, a Locationand Description of Property Boundaries c All EwsGng,Natural and/or Man Made Features on and within 50 of the Property Boundary - d _Test Hole Data Indicating Soil Characteristics&Depth to Seasonal High Water Table;,_ _ • _, � r :[L], _ e Contours Indicating Property Elevations(Min f Spot Grade&Finish Floor Elevations for Existing and Proposed Structures; 9 Location of Wooded Areas S Isolated`frees wrth-a Minimum Dimension of 18 Diameter ,[M:®i®i" h Soil Conservation i5istnct Soif Survey. _ j i®i(E3 5 Background Information about the Scope of the Project,Location&Description of the Site, 1 , , Proposed Changes to the Site and All Existing Development on the site Including the Following. ®'®' a-.All improvements notuding Tgtal Area.of Rand.Disturbance&Total,!RM Area,- b. All Excavation,Filling,Stripping&Grading Proposed and identified as to depth,Volume ' S_NatureofMaterlalsInvolved;• _-• TO 0:1C13 . .. .... _,_ .. ._ ., _ c.__All Areas RecLuir(rrg d. All Areas Where Topsoil is to be Removed,St �--� ps Stockpiled and where Topsoil will ultimately e. All Temporary&Permanent V elation to be Placed on Site r r ; f. All Temporary&Permanent Storm Water Runoff BMP Control Measures Proposed g The Anticipated Pattern of Surface Drainage During Periods of Peak Runoff. h. The Locatton of all Roads Driveways,Sidewalks,Patios,Structures,Utilities&Of6er _ improvements.IncludingTemporaryAccess_&(:onstiuction Staging Areas; 6. A Schedule of the Sequence for the installation of All Planned Soil Erosion,Sedimentation &Stormwater Runoff Control Measures. Z M r 1E IM' 7 cription of Pollution Prevention Measures that will be Implemented _ I= CO �;,•._..,_. _.___._ _....._-•-__.- _..._. __ __._......... 8. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or , __Implemented for Each_Construction Activity that will result in Soil Disturbance..- 9. Desenpggr of Construction&Waste materials Erected to be Stored On-Site. 10. Temporary&Permanent SoiltabF1tion Sk Plan that meets the Current Version of the _ C ®r New York State Storm Water Design Manual Technical Standard. ;® -._----------__.---..._--_---_---_....__-_ ..--•---- _ _ 11. General Site Plan and Construction Drawings for the Project. i�! 12. Dimensions,Material SQecifications 8 Installation Details for AI Erosion&Sediment Control Practices. 13. Temporary Practices that will be Converted to Permanent control Measures - - l�i®�® - 94. Implementation Schedule for Staging Temporary F_rosion Control Practice or BMP i5. Maintenance Schedule to Ensure Continuou's&Effective Operation of Erosion& Sediment Control Practices. ;l� 16. Names W Potential Surface Waters of the State of New York and/or MS4 that may be Im actedb Development. P ---y --- -- ----- - - _ _ _- --_- _-- r i i ------..... ._.__._..,_...._...._.._-._._._,.,-_....... ...,......_._._._..__.-......,._.._........... 77. Delineation of Storm Water Control Plan Implementation Responsibilities for Each -------------------- Pro ro Pect Construction Site. 18._All other Existing Data that Describes Storm Water Runoff and/or Natl Dratna _ Shales. ' ura ' e 18. Idet�tiflcation of All Contrector(s)/Sub-Contrector(s) Responsible for Installing,Constricting, 3 {®r Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. Storm Water Management Control Plan Checklist 9 1 : 03-12 c t DEC "SWPPP" Preparation - Chapter 236-19 For Department Use Only: Storm Water Pollution Prevention Plan s.c.r.M.4: Property Address: Review Checklist Checklist # 2 1000 (Additional Items to be included with Checklist#1 when Article Ili is trtgered.) 'TM c' '°' $-a- Block =Dt REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i1 i Plan Sheat ;YES, NO 1 N.A.,Explanation for NO or NLocation SA.Must be Approved by SMO (Does the SwPPP Adequately Provide for and/or Indicate the Following:) , , , (pg.#) Des a Ian Indicate and/or ow a q Items Required -rat T1' in this Packe ...-- + s + r_.... ...._.._....._...............__.._.._.__...... ..__ _.._.._ 2. Does the Plan Indicate and/or Show a Description of Each Post-Construction bGnrii ater Mana ementPradice? i�i�i�i 3. Does the Site PIaNConstructlon Drawings)Indicate and/or Show the Location&Size of + E + i Each Post-Construction Stormwater Mana of Practice 7 ' 9 ._.__._._...._.._-___- _._E f 1 r._................_.......__ 4. Does the Site Plan/Construction Drewing(s)Indicate and/or Show Hydrologic&Hydraulic Analysis I� For All Structural Components of the Stormwater Management System for AePlicable Storms 7 a + + - ---- ...... . .._.._... _. - - -._...... ..__.....-. 5. Does the Site Plan/Construction Drawings)Indicate and/or Provide a Comparison of Post- i®+®1 + Dem velo ent Stormwater Runoff Conditions with Pro-Development Conditions? ; i i® 6. Does the Site PIaNConstruction Drawing{s)Indicate andlor Show All Dimensions,M'terial Specifications&Installation Details for Each Post-Construction Stormwater Practice. 7. Does the Site Pian/Construction Drawing(s)Indicate a Maintenance Schedule Provided by + i E + the Constractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction Stormwater Management Practice? i. Does the Site Plan/ConstruoHon Drawings)Indicate and/or Show Maintenance Easements to Ensure Access to All Stormwater Management Practices at the Site for the Purpose of Inspection and Repair? Cm 9. Does the Site Plan/Construction Drawl - _. . _M.._..._...._....c............., .. ng(s)Ind�ate and/or Show inspection and aintenane , , + Agreement(s) that are Binding on AN Subsequent Landowners? ._...._..... ._..._._.....__._.._._..-..._ 10. For All Activities meeting the Threshold in 236-19(B)(1),the SWPPP shall be Prepared&Signed By a Professional in the Principles and Practices of Stormwater Management&Treatment Who Who Shad Certifyndiate thatt he Design Meets the Requirements of Chapter 236, Ke - 11. Does the Plan Icand/or—1d ein-fl-fy All Potential Sources of Pollution whi^c_h may___affect the Quality of Stomlwater Discharges? -------------- r E®+ 1 12. Does the Plan Provide Documentation Supporting the Determination of Approval with Regard None on the site. - to HistoricPlaces or Archeological Resources that Includes the Following _ ._._,.._.., .......__...F ' ' ' a. Information whether the stomtwater discharge or land development activities would have an effect on a property that is listed or eligible for listing or eligible for listing on the ______State or National Register of Historic Places: _-_--_-__--_.._,.._-_______..__-_, __-.__-_,__.______._.__-__._._ bri TlieResultsofHistoricResourcesScreeni----------- thathavebeenConducted 1[Q]+®r®+ ---------------------------- c. -------------- -_..c. Description of Measures Necessary to Avoid or Minimize Adverse Impacts on Places Listed, + + + r or Eli able for Lisd on the State or National Re ister of Historic Places,and d. where Adverse Effects May Occur,Any Written Agreements in Place with the NYS Office of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to Mitigate Those Effects. ...,._...,-....,......-..._.....,..._._ _ ------------------------------------.--------- t f '.------------------------------ . . . .._._._...........__......._........___...._..._......... 13. A Description of the Soil(s)Present at the Site,Including an Identification of the ...HlydraultcSoilGrou.PM..............................._________ 1 � ` c 14. Identification of Any Elements of the Design that are not in Conformance with the Design manual,Including Reasons for the Deviation or Alternative Design and a Description of the Equivalency witfi technical Standards. i _--_-----.----------------------_._____ 15. A Hydrologic and Hydraulic Analysis for All Structural Components of theemen 'CEO'®'®' Stormwater Manan---- Control tem. ' ' + ' ifi. A Detailed Summary,with Calculations,of the Sizing Criteria that was Used to Design + a + ! AI I Post-Construction Stormwater Management Practices. 17_MOperationsandMaintenancePlanthatincludesInspectionandMaintsnence Schedules and Action to Ensure Continuous and Effective Operation of Each +IM'E01'®' I + + 1 Post-Construction Storm Water management Practice. Storm Water Management Control Plan Checklist#2: 03-12 Appendix B: Site Erosion/ Sedimentation and Storm Water Control Plan prepared by Joseph Fischetti, PE on September 27", 2012 � 0 � rODGE Topsoil Stockpile with Temporary Driveway -- r CD Silt Fencing Barrier 40.7' and Parking Area,.-, o n rb Botwo — — — — — — — - 7.7'] 0') z � o � o 0 Cb �I PROPOSED02 y c' PROPOSEDt m Z INGRaUNQ POOH " ONE-STORY b w 34_ PATIO o RESIDENCE ►-t WO N GARAGE N 0 w y p O Poi- r f I 3 ren r n � w Silt Fencing b »" r cn 0 n � o ' = N .� N O F PACT-a iT. tW CE]V7l7PS n SU � 0 „ - pF NEyyy � Q -n 0 �, IMYAWS77b'NG RtlAhVINC 7NRC�./GX/ ,.f. �. FAMWst`pAW TO P05 anrt�rAL FAMC AL&W nw Or EEW Q` �f CyF Ow- N or � fAnVV�sAWREKOMCMDr PROPOSED SEPTIC SYSTEM # �'� o C7 0 FAsM►av AW FAMrc ~ (FOUR BEDROOM MAX.) r " =r N ° o 1, C szrAC6YAft""MUN N [1] 1, 000 GALLON SEPTIC TANK N Q raj. o- CD S 1 /.: Ln Z • rt [1] 12 DEEP x 8 DIAMETER LEACHING POOL D,o9 0 2`� 4N. RAIN RUNOFF CALCULATONS m HOUSE & GARAGE= 2;688 sq. ft. 3,261 x 1 x 0.17= 457 cu. ft. It SILT FENCE SEDIMENT BARRIER 457 / 42.2 = 11 VF fD RAP PROVIDE 2 DRY WELLS 8' DIAMETER x 6' DEEP AoG 6'P?Vk{ morr 6ovnm MW AV PLAX OR EQUAL. NoREScheck Software 'Version 4.4.3 t Compliance Certificate Project Title: 35M Hayeswater Road Energy Code: 2010 New York Energy Conservation Construction Code Locatim: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage. 14% Heating Degree Days: 5750 Climate Zone: 4 9 Construction Site: Owner/Agent: Designer/Contractor: Nassau Point-Southold,NY Eric Nicosia,RA. t - using 4 Compliance:9.0%Better Than Code Maximum UA:387 Your UA:352 The%Berner or Worse Than code index raeects how close to cornpfarwe the twuse is based on code trade-off odes. It DOES NOT provide an es&rrale of energy use or cost relative to a a irimxn-code home. Grossr s Assemblyor - or D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1100 38.0 0.0 33 Ceiling 2:Cathedral Ceiling(no attic) 974 30.0 0.0 33 Wall 1:Wood Fr•nne,16"o.c. 1668 19.0 0.0 81 Window 1:Wood Frame,Double Pane 173 0.300 52 Door 1:Solid 40 0.220 9 Door 2:Glass 98 0.300 29 Wag 2:Wood Frame,16"o.c. 225 13.0 0.0 18 Floor 1:Alt-Wood Joist/Truss,Over Unconditioned Space 2074 19.0 0.0 97 Compliance Statement_ The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New Yak Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to ndatory requirements fisted in the REScheck Inspection Checklist. tg- Name-Tittle S ature ��E D A R Cy Date 'C NICO) C9 4U 0 02 7b a4 Project Title:3500 Hayeswater Road Report date:08/25/12 Data filename:C:tAADRAW12012112210 Hayeswater Road\12210 Energy Notes112210 Hayeswater Rd.CCK.rck Page 1 of 4 REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,Now York Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),8-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16'c.c.,R-19.0 cavity insulation Comments: ❑Wag 2:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window is Wood Frame,Double Pane,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.220 Comments: This door is exempt from the U-factor requirement. ❑ Door 2:Glass,U-factor:0.300 Comments: Floors: ❑ Floor 1:AN-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise seabed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common wails between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and tramming. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wan or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the sumxMing surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Project Title:3500 Hayeswater Road Report date:08/25/12 Data filename:C:lAADRAW12012112210 Hayeswater RoadU2210 Energy Notesl12210 Flayeswater Rd.CCK.rdc Page 2 of 4 Air Sealing and Insulation; Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceilirglattic:Air barrier in any dropped ceifingisoffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Flom:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (0 Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Showerltub on exterior wall-Insulation exists between showersItubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration 1.1-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials identification and Installation: ® Materials and equipment are installed in accordance with the manufacturer`s installation instructions. Lj Materials and equipment are identified so that compliance can be determined. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing Ll-factors,and heating equipment efficiency are dearly marked on the building plans or specifications. Duct Insulation: Lj Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply duds. 0 All joints and seams of air duds,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181B and are labeled according to the duct construction,Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal duds have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet4netal screws. Exceptimm Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). 1-1 Duct tightness test has been perfonrmed and meets one of the following test criteria: (1)Postoonstruction leakage to outdoors test:Less than or equal to 165.9 din(8 cfrn per 100 1t2 of conditioned floor area). (2)Postoonsftc on total leakage test(including air handler enclosure):Less than or equal to 248.9 cfm(12 cfm per 100 W of conditioned Door area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 124.4 cfm(6 cfrn per 100 ft2 of conditioned floor area). (4)Rough4n total leakage test without air harder installed:Less than or equal to 83.0 cfm(4 ctm per 100 ft2 of conditioned floor area). Temperature Controls: Where the primary gating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the coding cycle. 0 Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet toe heating bad. Heating and Cooling Equipment Sizing: Lj Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. O For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Project Title:3500 Hayeswater Road Report date:08/25/12 Data filename:C:tAADRAW1201A12210 Hayeswater Roadt12210 Energy Notes\12210 Hayeswater Rd_CCK.rck Page 3 of 4 Ll Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Ll Heated swimming pools have an on/off heater switch. 0 Pod heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. 0 Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are riot required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Ll A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: L1 Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:3500 Hayeswater Road Report date.0&25/12 Data fflename:C:~RAW12012112210 Hayeswater Road112210 Energy Noteslt2210 Hayeswater Rd.CCK.rck Page 4 of 4 �*47Ca07 A summon Rstum. /Aluminum B E F jB To Mar FYtar k Pump To Woetr -To Return Py V" Roled W4 Foam- Plan A Piping Arrangement #4 Rebar Fn 42" Section B—B 3500 ML Concrete � N l 0" Typical Wall Section Section A—A SIZE A B C D E F G H AREA CAP. FEET FT. FT. FT. FT. FT. FT. FT. FT. SQ.FT. GAL. > ..s 16x32' 16' 32' 8' 14' 6' 4' 4' 8' 512 19,000lpOL � ._ 16'x36' 16' 36' 12' 14' 6' 4' 4' 8' 576 21,600 SPA CENTRE 18'x36' 18' 36' lz' 14' s' 4 5' 8' 648 24,300 PERMACRETE WALL SYSTEM 929 Route 25A Miller Place NY 11764 ( ) 20'x40' 20' 40' 16' 14' 6' 4' 6' 8' 800 30,000 (631) 744-7185 FAX (631) 744-0174 mama Zip code 24'x44' 24' 44' 18' 14' 8' 4' 6' 10' 798 30,000 Suffolk License #4436-19 24'x48' 24' 48' 20' 16' 8' 4' 6' 10' 900 30,000 Nassau License #HI7445OOOO GENERAL NOTES t 1.THE ARCHITECTS CERTIFICATION APPLIES ONLY TO DEMONSTRATING THE DESIGNS CONFORMANCE TO THE BUILDING CODE OF THE STATE OF NEW YORK. * CONTINUOUS RIDGE VENTS 2.ALL MATERIALS,ASSEMBLIES, CONSTRUCTION AND EQUIPMENT IS TO BE IN ACCORDANCE WITH THE BUILDING CODE OF THE STATE OF NEW YORK AND MANUFACTURERS INSTRUCTIONS. CONTINUOUS RIDGE VENTS 3. VERIFY ALL DIMENSIONS BEFORE AND DURING CONSTRUCTION, NOTIFY ARCHITECT OF --_�-_ 12 DISCREPANCIES. DO NOT SCALE DRAWINGS. 12 — 8 4. DEVIATION FROM THESE PLANS, UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE 81 ARCHITECTS CERTIFICATION AND IS A VIOLATION OF NYS LAW. DRAWINGS ARE THE COPYRIGHT OF THE ARCHITECT. ® ® ® VINYL BEAD BOARD DORMER SIDING 5. THE ARCHITECT IS NOT RESPONSIBLE FOR THE DISCOVERY, PRESENCE, PREVENTION, REMOVAL OR HANDLING OF UNDERGROUND UTILITIES, STRUCTURES,ASBESTOS, HAZARDOUS MATERIALS, - 40 YEAR ARCHITECTURAL ASPHALT ROOFING SHINGLES GASSES, FUMES, MOLD AND OR MILDEW. INSTALLATION FOR 120 MPH WIND ZONE 6. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION, MEANS METHODS, AZEK 1X2 ON 1X6 FLYING GABLES TECHNIQUES, SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAM IN AZEK 1X6 GABLE RAKE BOARD CONNECTION WITH THE WORK.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ERRORS OR AZEK 1X2 ON1X10 FRIEZE BOARDS OMISSIONS OF THE OWNER, CONTRACTOR OR SUB-CONTRACTORS. ALUMINUM GUTTERS AND LEADERS TO DRYWELLS 7.THESE PLANS ARE OF LIMITED SCOPE FOR DEMONSTRATING CODE COMPLIANCE AND ARE GUTTER/FASCIA RETURN AT GABLES INTENDED FOR USE BY EXPERIENCED CONTRACTORS WITH FINAL FINISH'S/DETAILS AND AZEK 2X6 FASCIA SPECIFICATIONS SELECTED AND AGREED UPON BETWEEN THE OWNER AND CONTRACTOR(S). E -"_ FULL VENTED SOFFITS AT 1'OVERHANGS 8 THE ARCHITECT, NOT CONTRACTED TO CONTROL THE CONSTRUCTION PROCESS IS NOT RESPONSIBLE FOR ASSURING THE FINAL AS CONSTRUCTED BUILDING AND SITE IS IN COMPLIANCE WITH ALL BUILDING CODES, LOCAL LAWS, REQUIREMENTS OR SUITABILITY FOR A PARTICULAR USE. o� oo o0 C:lo C30 — 14"W SHUTTERS ao I� oa Imo � oa o0 00 2010 NYS RESIDENTIAL CODES —M 6 VINYL CORNER BOARDS R301.2 DESIGN CRITERIA: VALUE R301.2.1 WIND LIMITATIONS: 3-1/2"VINYL WINDOW CASING GROUND SNOW LOAD 20 PSF DESIGN LOADS FOR loads for wall jr,-L-1 I Ej I Ej 1 TO WEATHER PERFECTION SHINGLE VINYL SIDING MPH coverings, roof coverin s exterior wlndows 6 BASIC WIND SPEED 120 g , g , , INSTALLATION FOR 120 MPH WIND ZONE SEISMIC CATAGORY B skylights, garage doors and exterior doors WEATHERING SEVERE FROM Table R301.2(2) SHOWN SHEET A-4 FROST LINE DEPTH 36 MIN. R301.2.1.1 WIND DESIGN CRITERIA El E, 7Y TERMITE PROBABILITY MOD/HEAVY FOR BASIC WIND SPEEDS OF 120 MPH: = MI ILI Ll ILA DECAY PROBABILITY MODERATE AF&PA WOOD FRAME CONSTRUCTION 8" MIN ICESHIELD REQUIRED YES FLOOR HAZARDS N/A MANUAL (WFCM) 2001 r — — — — — — — — — — — — — — — — — — — — — — — — 4 ( ( DESIGN LIVE LOADS PSF DEF. R301.2.1.2 PROTECTION OF OPENINGS L - - - - - - - - - - - - - - - - - - - - - - - T- NON SLEEPING ROOMS 40 U360 THIS BUILDING IS INAWINDBORNE 1 SLEEPING ROOMS 30 U360 DEBRIS REGION. GLAZED OPENINGS ARE DECKS 40 U360 REQUIRED TO BE PROTECTED AS PER I I ATTICS WITH STORAGE 20 U240 THE REQUIREMENTS OF R301.2.1.2 SEE ATTICS NO STORAGE 10 U240 SHEET A-4 STAIRS 40 U360 R301.2.1.4 EXPOSURE CATEGORYS: I GUARDS/RAILS 20010 AT TOP NORTH B SOUTH B L -1 - - - - - --1-1- - - - - - - -L1 - - - - - - - - - - - - - - - - - - - - - - - - - - - � DEAD LOADS ARE BASED ON ACTUAL EAST B WEST B _ _ _ - - - - -. - - - - - - - - - - - - - - - - - - - - - DO NOTPROCEED WITR MATERIAL WEIGHTS OF ASSEMBLIES FR MING'UNTIL SURVEY DESIGN ROOF SNOW LOAD = 30 PSF SEISMIC CATEGORY B FRONT ELEVATION (EAST) OFlASBEETIO''OVETION HAS BEEN APF1=0!ED. SEE NYS ENERGY CODE COMPLIANCE NOTES ON SHEET A-5 PLUMBING ALL PLUMBING WASTE &WATER LINES NEED _ 24"VINYL DECORATIVE u TESTING BEFORE COVERINGCONTINUOUS RIDGE VENTS 8'CEILING VENT(NON FUNCTIONING) MASTE RnakA KITCHEN LEOR PLUMBER CERTIFICATION MAST 14,2, ,a'•o"x,fi'•a" BATH CATHEpRALGEILINO 01 CONTINUOUS RIDGE VENTS C, --) ITON LEAD CONTENT BEFORE -o a-a - rj DINING 12 12 le CERTIFICATE OF OCCUPANCY x,fi. 8 � 811 `` - :. SOLDER USED 1N WATER _ r CLOSET �,I I - 5'UPPL-Y SYSTEM CANNOT \ ,L � " _ B 4 z 2 d 1 CONTINUOUS RIDGE VENTS J EXCEED 2110 OF 1% LEAD./ a J 61 CEILING 9'CEILING 7 "'141 LAUNDRY 12'•6"x fi�•O" CATHEDRAL CEILING �3 r BAT LIVING H APPROVED AS NOTED b X61 a"x fi 26'•6"x,6'•o" DATE' A B.P. 3 6� g.T"x V-0' DN FEE'-;?-,3 Zr-90 BY - NOTIFY BUILDING DPA€�TMENT AT 9'CEILING 765-1802 8 AM TO 4 PM FOR THE + FOLLOWING INSPECTIONS: eE°x 12'10, 1. FOUNDATION-TWO REQUIRED COVERED PORCH ti FOR POURED CONCRETE 22'-V x 5'-9" 2. ROUGH-FRAMING.PLUMBING, GARAGE -—— — —— —— —-—-—-— WALLELERI AL L 21'-a"x V-a1, STRAPPING, �r HEIGHT 3. INSULATION ------- ------- TYPICAL 4. FINAL-CONSTRUCTION 8 ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR I DESIGN OR CONSTRUCTION ERRORS. y o� RETAIN STORM WATER RUNOFF BUILDING AREAS: SOFT PURSUANT TO CHAPTER 236 Ll OF THE TOWN CODE. TOTAL LIVING AREA 2,074 FLOOR GARAGE AREA 480 ELECTRICAL COVERED FRONT PORCH 144 MIN. I I INSPECTION REQUIRED IJJApproximate gross floor areas based on nominal material dimensions. o z I I I I Living areas include first floor stairs and finished floor areas to the outside I I II OCCUPANCY OR of house exterior walls and to one half of garage or open to below walls. f — — — — -- I I I I Garage area includes one half of house walls to outside of garage exterior c L — — _ .— L. I I USE IS UNLAWFUL walls.Second floor open to below space includes stairs below. Decks and BOTTOM OF C I I I porch areas are from exterior walls to outside edge of deck/porch. ssT�P FOOTING 30 °' FOOTINGS HAND DEG MAX ( BILCO ScapeWEL EGRESS WINDOW WELL I I I I WITHOUT CERTIFICATE FOO OINTO VIRGIN WITH INTEGRAL STEPS AND APPROVED DOME COVER DUGUNEXCAVATED SOIL I INSTALL IN CONFORMANCE WITH MANUFACTURERS I I ' DETAILS AND INSTRUCTIONS It I I 0I OCG J PAh110� 6ric 1 co s i a BASEMENT BASEMENT SLAB F-IoiIST6FI) AF 11T£GT — - - - - - - - - - - - - - - - - - - - �- - - � „IINMEDIATELY" P.O. BOX 879 Rocky Point, N.Y. 11777 _ �-- — — -� ENCLOSE POOL TO CODE Telephone: (631) 928-4456 Fax: (631) 849-4753 �- - -' - - -' - - - - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - - - - UPONCO:',?='LET_1C E-Mail:1) 92 architect@optonline.net BEFORE" "WATER' �_jkED A'?C 3500 HAYE5AA%TF.R RD RIGHT ELEVATION NORTH) ���. N'Cr ' @NASSAU POINT SOUTHOLD, N.Y. NOTF.5 41 ELEVATION5- 1 r m Job#: 12210 Scale: 1/4"=1'-0" _1 Date 9/27/12 By: E.N. Rev: CONTINUOUS RIDGE VENTS ELEVATION REFERENCE NOTES R325.1 Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. R613.5.1 Window and glass door assemblies shall be anchored in accordance with the published manufacturer's recommendations to achieve the design pressure specified. Mullions shall be tested by an approved testing laboratory. Maximum mullion deflection= U175, Mullions shall be capable of resisting a load of 1.5 times the design pressure loads. R703.1 The exterior wall envelope shall be constructed in such a manner as to prevent the accumulation of water within the wall assembly by providing a water resistive barrier behind the exterior veneer as required by Section R703.2. R806.3 Vent clearance. A minimum of a 1-inch (25.4 mm) space shall be provided 12 between the insulation and the roof sheathing at the location of all vents. � 8 R901. Roof assemblies shall be installed in accordance with this code and the approved manufacturer's installation instructions such that the roof assembly shall serve to protect the building or structure. Flashings shall be installed in such a manner as to prevent moisture entering the wall through the joints in the coping, through moisture permeable material, at intersections with the roof plane or other penetrations or changes in slope. Roof coverings shall be applied in accordance with the applicable provisions of this ® ® section and the manufacturer's installation instructions. Underlaymentt shall conform with ASTM D 226, Type I, or ASTM D 4869, Type I. Self-adhering polymer modified bitumen sheet shallcomply with ASTM D 1970. Asphalt shingles shall have self-seal strips or be interlocking, and comply with ASTM D 225 or D 3462. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails,minimum 12 gage shank with a minimum 3/8-inch diameter head, Where the roof sheathing is less than 3/4 inch thick, the fasteners shall penetrate through the sheathing.Fasteners shall comply with ASTM F1667. Asphalt shingles shall have of six fasteners per shingle. Underlayment shall be applied shingle fashion, parallel to and starting from the eave and lapped 2 inches, fastened sufficiently to hold in place. End laps shall be offset by 6 feet. In areas where the averagedaily temperature in January is 25d or less, an ice barrier that consists of a least two layers of underlayment cemented together or of a self-adhering I I I I I I I ( I polymer modified bitumen sheet, shall be used in lieu of normal underlayment and extend I ( I I ( I I I I f from the eave's edge to a point at least 24 inches inside the exterior wall line of the I ( I ( ( I I I I I building.. Underlayment applied in areas subject to high winds greater than 110 mph shall I I ( I I I I I I be applied with corrosion resistant fasteners in accordance with manufacturer's I I I I I I I I I installation instructions. Fasteners are to be applied along the overlap not farther apart I I I I I I I I I than 36 inches on center. Flashing for asphalt shingles shall comply with this section. Base and cap flashing shall be installed in accordance with manufacturer's installation I I I I I I I I I I instructions. Base flashing shall be of either corrosion-resistant metal of minimum nominal I I ( I I ( I I I I 0.019-inch thickness. Cap flashing shall be corrosion resistant metal of minimum nominal I I I I I I ( I ( I 0.019-inch thickness. Valley linings shall be installed in accordance with manufacturer's r-L - - - - - - - - - - - - - - - - - TI-J'I- - - - - -rL-1. r- - - - - - - - - - - - - - - - - - - T-. -LT - - - - - - - - - - - - - - - - - - - -Ll installation instructions before applying shingles.Closed valleys (valley covered with - - - - - - - - - - - - - - - - - - - - - - - - ! — - - - - - - - - - - - - - - - - - - - ! ! - - - - - ! - - - - - - - - - - - - - - shingles),valley lining of one ply of smooth roll roofing complying with ASTM D 224 Type 11 or Type III and atleast 36 inches (914 mm) wide or valley lining asdescribed in Items 1 and 2 above shall be permitted.Specialty underlayment complying with ASTMD 1970 may REAR ELEVATION (WEST) be used in lieu of the lining materia(. A cricket or saddle shall be installed on the ridge side of any chimney greater than 30 inches wide. Cricket or saddle coverings shall be sheet metal or of the same material as the roof covering. Sidewall flashing. shall be by the step-flashing method. Other flashing against a vertical front wall, as well as soil stack, vent pipe and chimney flashing, shall be applied according to asphalt shingle manufacturer's printed instructions. 12 �8 24"VINYL DECORATIVE VENT(NON FUNCTIONING) 12 8 CONTINUOUS RIDGE VENTS 0 Ll00 , --------------- i BILCO Sc�apeWEL EGRESS I I I I a Z WINDOWI WELLHE I WITH INTrEGRAL STEPS I I I I M I APPROVEED DOME COVERND — I INSTALL IIN CONFORMANCE I I I I WITH M&NUFACTURERS I DETAILS,AND INSTRUCTIONS I I I I STEP FOOTING 30 ~ DEG MAX 6ric Nicosia - L - - - - - ll — + - - - - - _- - _- - -_ - -_ — _ - -- - - - - - - - - - - - - - - - - - - - - P.O. BOX879R-4456Focky int, N. 1) 849-Y. 7 Telephone: (631) 928-4456 Fax: (631) 849-4753 E-Mail: architect@optonline.net LEFT ELEVATION (SOUTH) 3300 HAYE5NATEK RP , pec N�c0f 9 NASSAU POINT SOUTHOLD, N.Y. k * � ' NOTE5 ELEVTIONS- 2 - � Job#: 12210 . Scale: 1/4"=1'-0" �t 2 N Date 9/27/12 gy: E.N. Rev: (2) BILCO "ScapeWEL EGRESS WINDOW WELL WITH INTEGRAL STEP. MODEL#4862-54+ 3019-54 EXT FOUNDATION NOTES: WITH APPROVED DOME COVER. INSTALLED IN CONFORMANCE WITH MANUFACTURERS R323.1 In areas subject to decay damage and all wood in contact with the ground shall INSTALLATION INSTRUCTIONS AND DETAILS require the use of approved pressure preservatively treated or decay-resistant lumber. R310.2 Window wells. The minimum horizontal area of the window well shall be 9 square feet (0.9 m2), with a R324.3.1 Treat cut ends, notches & drilled holes in accordance with AWPA. R324 minimum horizontal projection and width of 36 inches (914 mm). The area of the window well shall allow the Subterranean termite control.Termite shields, Pressure preservatively treated wood in emergency escape and rescue opening to be fully opened. accordance with the AWPA standards and or termite-resistant wood. Chemical soil Exception: The ladder or steps required by Section R310.2.1 shall be permitted to encroach a maximum of 6 treatment may also be nessasary depending on site conditions. STONE ON 4"THICK 3,500 PSI AIR ENTRAINED 5 inches (152 mm) into the required dimensions of the window well. R401.3 Drainage.P.C.SLAB WITH WELED WIRE MESH Surface drainage shall be diverted to drywells or other approved point 61'-0" of collection not to create a hazard. Lots shall be graded so as to drain water away from 12'-5 7/S" foundation walls a minimum of 6 inches within the first 10 feet or swales shall be provided 8" 5'-8" 8" 17'-11" 8" 5'-8" 8" 16'-7118" of to ensure drainage away from the structure. I I I ° I 5/8"ASTM ADE 60 THREADED L ANCHOR I ° I I I R401.4.1 Geotechnical evaluation. In lieu of a complete geotechnical evaluation, the load- 5/8" BOLT FOR SHEARWALL � BOLTS A 36"O. .WITH NUTS AND 3"X3"X 1/2" /8" BOLT FOR SHEARWALL bearingvalues in Table R401.4.1 have been assumed. Compressible or shifting, soils HOEDOWN ABOVE � I I I I SLOTED SQ RE WASHERS(SIMPSON LBPS1/2. I I ( I o HOLDOWN ABOVE p g - - - - - - - - - - - - - - - a _- - - - - - - - - - - - - - - - - -� ° � - - - - -I 1 - - - - — — — — — — — — — — shall be removed inconformencewithR401.4.2 d. _ ASSUMED SOIL BEARING OF 2,000 POUNDS PER SQUARE FOOT APPLIES TO THE - O -�- v -O - -G - - - - - - - - - '-�D- D- -D- -�- O p v p v p I I T p T D — — — — — — —. — — — — — — —1 FOLLOWING CLASSES OF SOIL MATERIAL ONLY:GW,GP,SW,SP,SC,GM,GC. 110" 59'_4" 110„ I NOTIFY ARCHITECT IF SITE CONDITIONS VARY FROM ASSUMED CONDITION. 1 � I I I 10"THICK 3,500 PSI AIR ENTRAINED 1 I R402.2 Concrete. Materials used to produce concrete and testing thereof shall comply O POURED CONCRETE WALLS ON 10" DEEP q o I 1 o with the applicable standards listed in ACI 318 or ASTM C 1157. Reinforcing steel and a, Za X 20 WIDE CONTINUOUS, KEYED P.C. 1 I I FOOTINGS WITH (2)#4 REBAR 3" FROM I I installation to be in conformance with ACI 318. Anchor bolts to be inconformance with BOTTOM FOOTING. FOOTINGS DUG IN TO O I Q I = O ASTM 307. DRY UNEXCAVATED ASSUMED SOILS O I I IO 0 (SEE PLAN NOTES) o w MINIMUM CONCRETE COMPRESSIVE STRENGTH: 3,500 PSI @ 28 DAYS. o = o r o '' z =I CONCRETE AT BASEMENT FOUNDATION WALLS,EXTERIOR WALLS PORCHS Z T 9' CEILING 0 J ' 5 J r rn in LO N( W STEPS AND GARAGE SLABS IS TO BE AIR ENTRAINED. IN CONFORMANCE WITH Q o 0 I `� BASEMENT T U) AC1318. NOMINAL SLUMP: WALLS 6, SLABS 5. � N I w ¢ r o= ff ¢ N 4 THICK 3,500 PSI PC SLAB ON N UJ c7 _ w ° R403 Concrete Footings shall be supported on undisturbed natural soils. All exterior = w � I I w ' r SAND BASE OR SUBGRADE '; �( ( cn „ cr, o 4 �, footings shall be placed at least 3-0 minimum below grade. The top surface of footings Ir ¢ I I 1 ° 10 shall be level. Changes in elevations and ajacent slope requirements shall be in U_ z _ o I I 2,_p�� ci r I I conformance with R403. O O _� 110" I 11'-3" a? 11'-3" 12'-6" O 12'-51/2" "' 11'-10 1/2" 110" I W cC T -�� o BEAM I 1 (3) 1-3/4' X 11-7/8"2.0E LVL GIRDER N (3) 1-3/4"X 11-7/8"2.0E LVL GIRDER ;° r— —i I 1 0 Oz r a R404.1 Concrete Foundation Walls shall be constructed as set forth in section R404 and = POCKET I ON "DIA STEEL COLUMNS I I ON 3"DIA STEEL COLUMNS 1 @ (n BEAM POCKET .2 Z x m ACI 318. Backfill shall not be placed against the wall until the wall has sufficient strength �I-� — — — — I I = _ _ a o X o and has been anchored to the floor above, or has been sufficiently braced to prevent _ 2'-o"x2'-o"xi' 0" — °C " damage b the backfill. Such bracing is not required for walls supporting less than 4 feet _ — , 2., L- Q' POST RIDGE BEAMS TWO w Q o_ g y g pp g 3'-6" 2'8" 1 I 2'-0"X2'-0"X1'-0" I `>' P.C. FOOTIN 2'0 ABOVE SOLID TO 3"DIA. _N SEPARATE I �p a a of unbalanced backfill. R405.1 Foundation Drainage. A drainage system is not required I O P.C. FOOTING r=n I 1 r STEEL COLUMNS ON M FOOTINGS I X r when the foundation is installed on well-drained ground or sandgravel mixture soils —J coc? POST RIDGE BEAMS J 2'-8"X2'-8"X1'-4" _ I ( • I Q I • I I I _ �- Z w according to the Unified Soil Classification System, Group I Soils, as detailed in Table r CO N ABOVE SOLID TO 3"DIA. P.C. FOOTINGS cu 0D _ = R405.1. Other soils require require drains in conformance with R 405.1 around all I o? o I L — — STEEL COLUMNS ON — J ZONE# I ( 3 v w - ¢ q 00 �° J bo (n CD 2'-a°x2'-8"x1'-4° A/H I I' a � � concrete or masonry foundations that retain earth and enclose habitable or usable spaces 2 8 0 1 t o rr �? located below grade. ° I Q x 2�_8 P.C. FOOTINGS o 00 a 3"STEEL COL. M _ N I ( TO 2'-0"X2'-0"x1'- o r ONE #3 I v I R406.1 Foundation dam roofin Except where required to be waterproofed b Section A/H Cn pp g p q p Y 1 0" P.C. FOOTIN N 6' 1/2" r I a I °w R406.1&2, foundation walls that retain earth and enclose habitable or usable spaces c —00� I r;- (2) 1-3/4"x 11-7/8" LVL r r N ( I o o located below grade shall be dampproofed from the top of the footing to the finished grade BEAM I o K115 AN R IL _ ¢ I I � m v, by applying one of the listed dampproofing or waterproofing materials listed in Section N I 1 R406 .In areas where a high water table or other severe soil-water conditions are known POCKET I I 4'-2" u� PIE I E s N t' z to exist, exterior foundation walls that retain earth and enclose habitable or usable spaces 1 O K RAS "� ON C p L — — "' AK ADR IL — — — — — I located below grade shall be waterproofed as per R406.2 w r- - - - - - -SILL THIS SIDE - - - - - - -T - -, I 5/8" BOLT FOR 5/8' BOLT FOR W 5/8 BOLT FOR I 5 ¢ R407 Steel columns-All surfaces (inside and outside) of steel columns shall be given a = w ° o SHEARWALL HO DOWN ABOVE , w $" 2" 4'-2" 10'-6" 6'6" I I SHEARWALL BEAM 1 . 1, a shop coat of rust-inhibitive paint, except for corrosion-resistant and coated steel. O �r HOLDOWN AB0 POCKET CC a I I I I HOEDOWN ABOVE I 1 Approved manufactured corrosion-resistant, coated steel columns with top bearing plate — — — I I shall be bolted to the girder and the bottom with any adjustable threads on bearing plate I 5/8"BOLT FOR 1 L— '— — — — ' — — — — — — (3) 1-3/4 X 11-7/8 2.0E LVL 00 w I I HOEDOWN ABOVEJ o ° o p °r p p oA _ _ _ a BEAM embeded in the concrete slab. ,.^ T O T _ Z 8 I I V/ 211 8" - - - - - � — - - 5/8"ANCHOR BOLTS 36"O.C. — — — — — — — - - - 1 — — POCKET �? I I 00 ALL FOOTINGS ARE TO BE DUG INTO STABLE UNEXCAVATED VIRGIN SOIL. Z 8" 20'-8" 8" 28'-8" 10" 11'-4" O 10" Ln o ( I ASSUMED SOIL BEARING OF 2,000 POUNDS PER SQUARE FOOT APPLIES TO M 81 I I I I r I I I I r THE FOLLOWING CLASSES OF SOIL MATERIAL ONLY:GW,GP,SW,SP,SC,GM,GC. co ° n "' NOTIFY ARCHITECT IF SITE CONDITIONS VARY FROM ASSUMED CONDITION W I I UNEXCAVATED Q I l o l _ l a l I I OR GROUND I I o r I — -I �� —, N F_ - -► o GRO WATER IS PRESENT DURING EXCAVATION. r M 2 2X10 PPT 2-2X10 PPT _ I BEAM I 1 0 — cn 4 THICK 3,500 PSI AIR ENTRAINED P.C. cn — -- - — C„ I z X m I 1 1SLAB ON SAND BASE OR SUBGRADE o I I I _ - '- — = b — POCKET — — — ¢ ch I I WITH 6X6 10/10 WELED WIRE MESH, O I 1 p~ _ —� — — — — �— J— — — — — — T — L = I o O I I PITCH SLAB TO OVERHEAD DOORS a I I U_ p D ° uJ a.CZ2I I O I I T 7" T-6 3/4" T-7" 6'-11 3/4" L — — — — — — 00 UJ CnI I z 1 I W 5'-11 1/2" 22'-81/2" 5/8" BOLT FOR SHEARWALL Z w 0 I I Q ( 01 HOLDOWN ABOVE _ POR LU �_ a I 1 22'-0" ( I 28'-8" 13'-0" I c7 O I I I I JOIST HANGER TO PPT LEDGER BOLTED TO I I I I STRUCTURAL RIM BOARD WITH 1/2" DIA. GALV. LAG A co BOLTS &WASHERS 16" O.C, STAGGER VERTICAL 5 0 4X4 PPT POSTS WITH "SIMPSON"PA4 COL CAP to 1/2"ANCHOR 1 a 1 (2)#4 REBAR IN STEM I I 6.5" MIN. WIDTH FOR TRIPLE 1 4 I WALLS INTO FOOTING 1 ( BOLT IN 12"MIN DIA. P.C. PIER ON UNEXCAVATED SOIL PLY LVL GIRDER - SEE PLAN 0 q l a (3 LOCATIONS) 1 n I - - - - - ._— - - - - - - I 1 3 DECK POCKET 6 1/2" DEEP — 01 Z ,-- N LVL POCKET 01 4 T , T 1'-11" X 8'-2" V-10" 8'-2" 1' 11" 10 1/2" DEEP 1 ,— M _ ,— T ANCHOR BOLTS FOR (3) SIMPSON SW 22 X 8 X 4 M AIR SPACE '' 312., GARAGE PORTAL SHEARWALLS o (4 AT EACH LOCATION - SEE SIMPSON TEMPLATE) 3" MINIMUM BEARING STEEL OR SOLID SLATE SHIMS R502.6 BP2 TWO PLY BEAM POCKET BP3 THREE PLY BEAM POCKET ANCHOR BOSS TO BE CORNER POST ABOVE 6ric N WITHIN 6"-12"OF SILL PLATE _ ENDS OR SPLICES HDU4 SHEAR ��iiC�T 6 3"CENTERLINE AT WALL HOEDOWN "c 6 I 11 Yn WfflTeCT 6" N INTERIOR BOLTS _ � .d. BAND 9P.O. BOX 879 Rocky Point, N.Y. 11777 - ♦ M r- SIMPSON CNW 5/8"COUPLER — NUT(DOUBLE NUT) - • Telephone: (631) 928-4456 Fax: (631) 849-4753 • SILL E-Mail: architect@optonIine.net SLOTED SQUARE TO BOLT 5/8 ASTM 307 GRADE 60 D 6'TO BOLT T THREADED L ANCHOR BOLTS *' n� WASHER rbo 518"ASTM 307 GRADE 60 1 3/ CENTERLIINE AT 36"O.C.WITH NUTS AND G CENTERLINE TO BOLT EDGE DN!� q THREADED L HOLDOWN BOLT. a C' 4� 'xJ 2 TO CORNER C 3Q0 ��� � �� 3X3 X 1/2 SLOTED SQUARE C „ SEE FOUNDATION PLAN �- WASHERS(SIMPSON LBPS1/2. BOLT EDGE 1 3/4 FOUNDATION WALL �s4 NASSAU POINT SOUTHOLD, N.Y. C'� PLAN I ¢$ FOUNDATION WALL FOUN PATI ON f p Lf'�1�4 DETAIL)G R403.1 5/8" ANCHOR BOLT 48" O.C. R403.1 X CORNER BOLTS R403.1 X SHEAR WALL HOEDOWN BOLTS o Jab#: 12210 Scale: 1/4".1'-0" _� N Dae 9/27/12 By: E.N. Rev. PLAN REFERENCE NOTES 8309 Garage opening protection and separation required to be as noted and in conformance with R309 A .Garage floor surfaces shall be sloped to facilitate the movement of liquids to drain toward the main 5 vehicle entry doorway. SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS 63'-811 R310.1 Emergency escape and rescue required. Basements with habitable space and every sleeping 10 10 room shall have at least one operable emergency and rescue opening. Where emergency escape and rescue openings are provided they shall have a sill height of not more than P of 61'-0° 44 inches(1118 mm)above the floor. 5 1/2" 8'-1" 3 1/2" 2'-0 3/4" 5'-1" 5'-1" 2'-0 3/4"1/2" 4'-6 1/2" 7'-5 1/4" 5'-4" 5'-4" 1' 11 1/4" 3 1/2" 6'-0 1/2" V-0 1/2" 5 1/2" R310.1.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net lo lo 10 10 lo 10 clear opening of 5,7 square feet(0.530 m2). B U STONE LANDING AND STEPS TO PATIO Exception:Grade floor openings shall have a minimum net clear opening of 5 square feet(0.465 m2). 2r-81' 01 8310.1.2 Minimum opening height.The minimum net clear opening height shall be 24 inches (610 mm). NO ST P TO NOS EP TO R310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches(508 mm). TEMPS E N IN T M EKED TEMPERE D AN IN TEMPERED R310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from the GLAS SS GLASS GL SS inside of the room without the use of keys, tools or special knowledge. 8310.2 Window wells.The minimum horizontal area of the window well shall be 9 square feet(0.9 m2), Ew 7 D11 W 7 W03 Ew)]7 D11 W 7 W06 with a minimum horizontal projection and width of 36 inches(914 mm).The area of the window well shall allow the emergency escape and rescue opening to be fully opened. r r T Z N LO Exception:The ladder or steps required by Section 8310.2.1 shall be permitted to encroach a maximum �n ZON u� o � z I HEA MP 9' CEILING > DW "' of 6 inches(152 mm)into the required dimensions of the window well. D02 o I I WOOD FLOOR FINAL, INSTALLED STAIRWAYS,HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL co d COMFORMANCE WITH THIER RESPECTIVE CODE SECTIONS.ARCHITECT IS NOT RESPONSIBLE N TILE FLOOR I KITCHEN co 9 CEILING FOR THESE INSTALLATIONS. GLASS LO MAST Dos MASTER BDRM o I I WOOD FLOOR 2; CATHEDRAL CEILING BEDROOM R314 Stairways shall not be less than 36 inches in clear width at all points above the permitted handrail 4 BATH height and below the required headroom height. Handrails shall not project more than 4.5 inches on either 5 1/2" 8'-1" 3 1/2" WOOD FLOOR _ 51/2" 24'-7" _ 3 1/2" 12'-1" 5 1/2" side of the stairway and the minimum clear width of the stairway at and below the handrail height, F_ — — M including treads and landings,shall not be less than 31.5 inches where a handrail is installed on one side DINING EGRESS EGRESS cv (�� o o and 27 inches where handrails are provided on both sides.The maximum riser height shall 8.25"and the WELL I L��(s/ <o ZD WELL minimum tread depth shall be 9"in conformance with 8314.2. Minimum headroom 6'-8".All stairs shall be o BELOW T I I V R1FY ITCHEN LA UT N WOAD FLOOR T BELOW provided with illuminationin accordance with Section R303.4. Enclosed accessible space under stairs shall b have walls, under stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. 6i 1/2" 2'-0" 3'4" 3'-2" 16'-0" N R315.1 Handrails having minimum and maximum heights of 34 inches and 38 inches, respectively, 10 T measured vertically from the nosing of the treads shall be provided on at least one side of stairways.Alf U U I D03 D09 C° required handrails shall be continuous the full length of the stairs with two or more risers from a point LOS ETA ¢ D05 I — — directly above the top riser of a flight to a point directly above the lowest riser of the flight.Ends shall be < = II V returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a 0 rn OUTDOOR �o TJ _— — cU space ofnot less than 1.5 inches(38mm)between thewall and the handrail.The handgrip portion of Z �_ SHOWER / iv N handrails shall have a circular cross section of 1-1/4 inches minimum to 2-5/8 inches maximum. Edge M 1 radius of 1/8". li Q 4 T ►^ OrH e7 r� N °C 8 o D03 r UJ Iryon "� o ZONE#2 R316.1 Guards are to be minimum 36 inches(914mm)in height.Open sides of stairs with a total rise of X z itit Ir HEAT PUMP more than 30 inches above the floor or grade below shall have guards(each side) not less than 34 inches LU ~ < D07 i. M co in height measured vertically from the nosing of the treads. (Second story guards are recomended to be 00 UJ g 9' CEILING R ,. o Z 9' CEILING higher.) o Z = LAUNDRY N � J D D03 TILE FLOORa BATH R317.1 Single and multiple-station smoke alarms shall be installed in each sleeping room,outside of each I-- CATHEDRAL CEILING m I— co separate sleeping area in the immediate vicinity of the bedrooms,on each additional story of the dwelling, z o0 50 CFM I I 2'-3" I— W04 including basements.The alarm devices shall be interconnected in such a manner that the actuation of = O Z 51/2" 12'-81/2" ^3 1/2" 2' 3 1/2" 3'-9" = 31/2"'-10" LIVING — — , T P one alarm will activate all of the alarms in the individual unit.The alarm shall be clearly audible in all Lu U O O Y WOOD FLOOR ///��� bedrooms over background noise levels with all intervening doors closed.All smoke alarms shall be listed D08 7 _Z I ASS and installed in accordance with the provisions of this code and the household firewarning equipment GN M Cr Z NO STEP TO N a D W WOOD o ccc n provisions of NFPA72. w ¢ LANDING ,�, FLOOR iv m o0 Cl) o M v Q ZONE#3 8807.1 Attic access. An attic access opening shall be provided to attic areas that exceed 30 square feet 0 _ Z LOS HEAT PUMP and have a vertical height of 30 inches or greater.The rough-framed opening shall not be less than 22 I— fA Ln HA D AIIJ io T V-81/2" D01'-1" 6'-81/2"-' O ? = N inches by30 inches and shall be located in a hallway or other readily accessible location.A 30-inch _ uJ W07 ao r DN D05 D05 D05 D09 minimum unobstructed headroom in the attic space shall be provided at some point above the access UJ N opening. See Section M1305.1.3 for access requirements where mechanical equipmentis located in attics. IL-U- L) HA D AIL o = M R808.1 Combustible insulation shall be separated a minimum of 3 inches from recessed lighting fixtures, p = � 281.9" Z W06 fanmotors and other heat-producing devices or separated in accordance with the conditions stipulated in r- c J the fixtures listing. Recessed lighting installed in the building thermal envelope shall meet the � E- z 5/8"TYPE X GYPSUM BOARD ON WALLS,CEILING _�► 0 2 WITH 1/2"MIN,TYPE X GYPSUM BOARD ON INSIDE �,� ,� = requirements of Section N1101.3. FACE OF HOUSE WALL ADJOINING GARAGE. m U.L.3/4 HOUR, r 2'-8 7/8" T 9' CEILING SELF CLOSING LO , - ul FIRE DOOR D10 WOOD FLOOR o T w6 w6 w6 BEDROOM-- 3 1/2" 21'-5" 31/2' 28'-8" 5 1/2" 121-111 r 5 1/211 o _ �+ 5/4"x 4"MAHO ANY DECKING "' 4"THICK 3,500 PSI AIR ENTRAINED P.C. COVERS PORCH � °� SLAB ON SAND BASE OR SU$GRADE 7' 7'-6 /4" 7' 7" 6'-1 3/4" WITH 6X610/10 WELED WIRE MESH, PITCH SLAB TO OVERHEAD DOORS WIND BORNE DEBRIS PROTECTION REOUIRED ` — — T _ — R301.2.1.2 Protection of openings. Windows in buildings located in windborne debris 6 N GARAGE loregions shall have glazed openings protected from windborne debris or the building shall be � a a designed as a partially enclosed building in accordance with ASCE 7. Glazed opening N Z Z O °P A MAHOGANY STEPS T- w 6 protection for windborne debris shall meet the requirements of the Large Missile Test of an To RADE 5 approved impact resisting standard or ASTM E 1996 and ASTM E 1886 referenced therein. 3'-01/2" '-3 3/8" 7' 6 7/8" T-213/16" 3'-6 7/16" 6'-6" 6'-6" Exception: Wood structural panels with a minimum of 7/16 inch (11 mm) and a maximum I I I Ispan of 8 feet (2438 mm) shall be permitted for opening protection in one- and two-story 5' 11 1/2° 22'-$1/2° 13`0" 01 buildings. Panels shall be precut so that they shall be attached to the framing surrounding the opening containing the product with the glazed opening. Panels shall be secured with r I 122'-0" I I 41'-8" 11 the attachment hardware provided. Attachments shall be designed to resist the component r 1 I I I and cladding loads determined in accordance with Table R301.2(2). Attachment in (3) 12"DIA DORIC STYLE FIBERGLASS LOAD BEARING accordance with Table R301.2.1.2 is permitted for buildings with a mean roof height of 33 r I I I COLUMNS. COILED STRAP HOLDOWN FROM PORCH MASTER BEDROOM: 228 SOFT feet(10 058 mm) or less where wind speeds do not exceed 130 miles per hour (58 m/s). HEADER THROUGH COLUMN TO PORCH GIRDER 8% LIGHT AND 4%VENT REQUIRED= 18.24/9.12 SQFT co L — — — — — — — LIGHT AND VENT PROVIDED: 63.26/47,37 SOFT TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR p12 D12 DIRECT VENTING U.L. LISTED MANUFACTURED FIREPLACE. BEDROOM 2: 148 SOFT WOOD STRUCTURAL PANELSa, b, c, d INSTALLED IN CONFORMANCE WITH PRODUCT LISTING. 8% LIGHT AND 4% VENT REQUIRED= 1 1.84/5.92 SOFT FASTENER TYPE FASTENER SPACING (inches) 8'-0" 2'-0" 8'-0" Z-0" DECORATIVE STONE HEARTH AND SURROUND. LIGHT AND VENT PROVIDED: 22.50/12.56 SOFT 10 111 22'-0" WOOD MANTEL.CLEARANCE PER FIREPLACE U.L.LISTING Panel span £4 feet 4 feet < panel span £6 feet 6 feet < panel span £8 feet ir PROVIDE WHOLE HOUSE VACUUM SYSTEM BEDROOM 2: 154 SOFT No. 6 Screws 16" 12" 9" 8% LIGHT AND 4%VENT REQUIRED= 12.32/6.16 SQFT No. 8 Screws 16" 16" 12" LIGHT AND VENT PROVIDED: 22,50/12.56 SOFT Fasteners shall be installed at opposing ends of the wood structural panel. Fasteners shall LIVING/DINING: 682 SOFT be located a minimum of 1 inch from the edge of the panel. Fasteners shall be long enough LI LIGHT ANDHT AND VENT PROVIDED: 110/84.VENT REQUIRED=40) SOFT 5;4.56/27.28 SOFT to penetrate through the exterior wall covering and a minimum of 11/4 inches into wood wall LIG framing . DOOR SCHEDULE WINDOW SCHEDULE NUMBER QTY FLOOR SIZE DIMENSIONS DESCRIPTION COMMENTS NUMBER LABEL QTY FLOOR WIDTH HEIGHTEGRESS TEMPERED DESCRIPTION MANUFACTURER COMMENTS D01 1 1 1468 LIN 16"X80"X1 3/8" L IN HINGED DOOR P09 - COL R--WHITE W01 281 8L$ 1 0 3211 2011 LEFT SLIDING -WHITE VINYL eric. N 1 1 2068 L IN 24"X80"X1 3/8" L IN HINGED DOOR P09 W02 TW2036 3 2 25 5/8 " 44" 400 SERIES TILTWASH WHITE LOW E ANDERSEN DORMER WINDOW D02 W03 TW210210-2 1 1 71 1/411 367/811 400 SERIES TILTWASH ,WHITE LOW E ANDERSEN MULLED UNIT- DP 310 MULLION D05 3 1 2668 LIN 30"X80"X1 3/8" LIN HINGED DOOR P09 W04 TW21042 2 1 35 5/8" 52 7/8" YFS 400 SERIES TILTWASH WHITELOW E ANDERSEN TEMPERED GLASS rCL.*&1ST6�tLD ARCH IT6,C ` DOfi D06 5 1 2668 R IN 30"X80"X1 3/8" R IN HINGED DDDR W05 TW21052 2 0 35 5/8" 64 7/$" YES 400 SERIES TILTWASH, WHITE, LOW E ANDERSEN BASEMENT EGRESS;WINDOWS 1 1 2868 R EX 32"X80"X1 3f8" REX EXT. HINGED DOOR P09 Wpb TW21052 8 DO$ 1 35 5/8 " 64 7l$" YES 400 SERIES TILTWASH WHITE LOW E ANDERSEN P.O. BOX 879 Rocky Point, N.Y. 11777 D08 1 3068 R E 2 1 2868 R E 32"X80"X1 3/8" R IN HINGED DOOR P09X 36"X80"X1 3/4" REX EXT. HINGED DOOR E20 - COLOR-WHITE W07 TW24052 5 1 29 5/8" 64 7/$" YES 400 SERIES TILTWASH, WHITE LOW E ANDERSEN TEMPERED GLASS 1 Telephone: (631) 928-4456 Fax: (631) 849-4753 D09 2 1 5068_ IN 2 30"X80"X1 3/8" IN DOUBLE HINGED DOOR P09 MINIMUM COMPONENTS/CLADDING, DOOR, WINDOW AND MULLION DESIGN PRESSURE RATINGS = DP30 E-Mail: architect@optonline.net optonline.net D10 1 1 56610 L EX 66"X82 1/8"X1 3/8" L EX EXT. HINGED DOOR E15 WINDOWS ARE SHOWN AS ANDERSEN WHITE 400 SERIES TILTWASH WITH LOW E GLAZING D11 2 1 6068 EX L21 36 X80 X1 3/4 EX EXT. DOUBLE HINGED-GLASS D12 2 1 8080 R 96 X96 X1 3/4 R 8X8 GARAGE DOOR TO BE SELECTED. WITH OPENER '� � ���I:D�,� 5500 HAYES�-rE�. RD " SCREENS AND SNAP IN WHITE GRILLS. UPPER SAH 2 112" COLONIAL CA IN S PAINTED. O " VERIFY ALL QUANTITIES, ROUGH OPENINGS, MULLIONS, TEMPERED GLASS LOCATIONS BEFORE ORDERING WINDOWS/DOORS AND BEFORE FRAMING OPENINGS. � r N�rr r,,, WINDOW TW21052 EXCEEDS A CLEAR OPEN AREA OF 5,77 SOFT&20" MIN WIDTH &24" MIN HT. AS PER ANDERSEN DATA. �' � '� k @ NASSAU POINT SOUTHOLD, N.Y. �� F I R5T FLOOR PLAN INTERIOR DOORS: SIX PANEL SOLID CORE WOOD. 2-1/2" COLONIAL CASING PAINTED. LEVER HARDWARE - EXTERIOR DOORS: TO BE SELECTED, ENTRY HARDWARE LOCK& DEADBOLT ,; #'" EXTERIOR PATIO DOORS:ANDERSEN WHITE FRENCHWOOD OUTSWING, SCREEN DOORS, STD HARDWARE. ; T O Job#: 12210 Seale: 1/4"=V-0" 4 GARAGE DOORS TO BE SELECTED. DP 30 MIN "`i Date 9/27/12 By: E.N. T' Rev: A A TYPE II PREFORATED SHEAR WALL 5 SHEARWALL LENGTH REQUIRE :8.0' 631-811 EFFECTIVE LENGTH PROVIDED: 28.0' FRAMING NOTES 61'-0" ALL FRAMING LUMBER TO BE DOUGLAS FIR-LARCH #2. PRESSURE PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE #2. 5 1/2" 8'-1" 3 1/2" 2'-0 3/4" 5'-1 1. 5'-1" 2'-0 3/4"1/2" 4'-6 1/2" T-5 1/4" 5'-4" 5'-4" 1'-11 1/4-,3 1/2" 6'-0 1/2" 6'-0 1/2" 5 1/2" 10 10 10 TYPICAL HEADER SIZE IS TO BE 2-2X10 MINIMUM UNLESS NOTED 21_$11 01 NO HOLES ALOWED IN LVLS OR ANY HEADER/GIRDER. NOTCHING AND HDU4 HDU4 BORING OF SOLID SAWN JOISTS ARE TO BE IN CONFORMANCE WITH AF& SHEARWALL SHEARWALL PA WFCM. HOLDOWN HOLDOWN w D11 W 7 3-2x10 w03 W 7 D11 w was DOUBLE FJ UNDER TUBS, HEARTHS AND AT FRAMING OPENINGS. SOLID BLOCKING UNDER NON LOAD BEARING PARTITIONS.[ JOISTS TO 3-2x10 3-2x10 i@2x10 0 3-2x10 3-2x10 3 x10 3-2x10 N CONFORM TO MANUFACTURERS I NSTRUCTIONS. T r T o o CV LO 9' CEILING DW r - - - JOISTS/RAFTERS SHALL BE LOCATED DIRECTLY OVER TOP PLATES. o Dri 02 J N KITCHEN Cl) 9' CEILING SOLID BLOCKING/SOLID WEB STIFFINERS AT ALL SUPPORTS. DIAPHRAM Q o D05 ASTER BDRMBLOCKING AS INDICATED. NAILERS FOR GYPSUM BOARD CEILINGS AS LO MAST O —_J BEDROOM REQUIRED. FIRE/DRAFTSTOP CHASES AND PORCHS. Er 4 w 4 M BATH CATHEDRAL CEILING U O 5 1/2" 8'-1" 3 1/2" p U p 14'-3 1/2" 5 i/2" 24'-7" p UO 3 1/2" = p to 12'-1" T 51/2" LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS: co o ¢ w O is �, M m @ E=2,000,000 psi, Fb= 2800 psi, Fv=285 psi w c r— - - - T ( r DINING T r o o= r N � � acs ccs 0 o n o o OCU v w CC U o U LVLS TO HAVE MINIMUM OF 3" BEARING. NO HOLES ALLOWED IN LVLS. �- w � � 0 00 � � XX a x N 1 2' 2' N N N iv DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER 6 / 0" 3' 4" 3'-2" 16'-0" r WITH A MINIMUM OF 2 ROWS OF 16d NAILS 12" O.C., 3 ROWS OF 16d NAILS � Z-- D03 — —D09 f° 12" O.C. FOR 14"-18" MEMBERS. SEE MANUFACTUTRERS INSTRUCTIONS J LOSET Dos O FOR BOLTING OF FOUR MEMBER AND FASTENING OF SIDE LOADED T NO A �,`i;p ,�O N MULTI-PLY BEAMS. L — �ij�f ���IV Q� 1/\1 L — 2-2�8 CJ AN �Q ��• `civ F� ti+ � M C.J. BEARING W L 2-2 10 F� O c� (3) 1-3/4"X 18"2.oE RR BEARING BEAM �C?`�O c: CV J r o CONNECT JOISTS TO FLUSH HEADERS, GIRDERS STEEL FRAMING DO a ^ "' HANGERS, AS PER MANUFACTURERS INSTRUCTIONS. � wwCC w 3-2X6 RIDGE POST TO co Cl) Q 59 SEE LOAD PATH/SECTION SHEET FOR ADDITIONAL ROOF STRAPS, HDU4 D07 n c`� 1 (3) -3/4"X 9-1/4"LVL co (4) BOLTED TOGETHER ti+GO w d 7 HOLDOWN 9' CEILING �, � A FLU H HEADER o� 9' CEILING = w CC O HEADER AND SILL STRAPS HOLDOWNS, SHEAR WALLS, ETC. �� 2-f cv 1-3/4"X 18"2.0E RIDGE BEAM �O = o = LAUNDRY �� _ _ _ _9 - I- " ,"— - �- - T" 00 'I D03 BATH0 NAILING SCHEDULE - MINS. AF&PA WFCM REFERENCE T 2X10 RR 18" OD ac CATHEDRAL CEILING I I I r 0o It w z 2X4 CT 16"oc I I I 21-3,1 f- w04 o J w NOT INCLUDING UPLIFT & HOLDOWN CONNECTIONS. 1/2" 12'-81/2" -3 1/2" sr 2' 3 1/2" 3'-9" z 3 1/2"' 10" "I V I — — — - a ¢ w I 12-2X10 r ° m - NAIL SPACING I I � LOCATION Common Nails #NAILS C G Dos x I _ _ - — - N M = oc v iv sr o l I 2 2X10 1 1 2-2X10 I I o o u� a0 w w u N �o O U) w co ROOF/CEILING: cc�� o - I I O O LOS Roofing Shingles 6 roofing nails per shingle T I I S '-8 " 11 cc Er ¢ r w cc 3'-81/2" D01'-1' 6'-8112"N Structural Sheathing- Interior Zone 8d 6 ox edge, 12 o.c. field o I o o I 10 o I I o Structural Sheathing- 4' Perimiter Zone 8d 6" ox edge, 12" o.c. field r DN 005 D05 N T T T T D05 D09 11 wo7 N N N cXii 0= v I N N cO 120 mph - Sheathing-4 Perimiter Zone 8d 6 ox edge, 6 o.c. field ch M 2 2xio N N N N I x N v T Sheathing @ Flush and Flying gables 8d 6" ox edge, 6" o.c. field CD C I I 28'-9" I I "' I x I v0 o co M wos 120 mph - @ Flush and Flying gables 8d 4" o.c edge, 4" o.c. field !Nd 1 1,� a ,- - w Rafter/Top Plate (toe-nailed) 3-8d per rafter HDU4 ° N - Ceiling Joist/Top Plate (toe-nailed) 3-8d per joist Cl) '(� co SHEARWALL HOLDOWN BALLOON FRAME ROOF BEARING WALL N o v Ceiling Joist/Parallel Rafter (face-nailed) 3-16d each lap if CJ not on top plate a z r '-8 7/8" I 1 , , , T I �- '* 0 9' CEILING J CeilingJoist La at Partition face-nailed 3-16d each la ¢ O Lo 3-2xio 3- 10 3-2x10 3-2x4 N N x - ¢ p ( ) p Q 0 HDU4 D1 o c� N r Coller Tie to Rafter (face-nailed) 2-10d per tie 3-10d req @ 120 mph zones xi HOLDOWN W 6 o W 6 HDU4 W 6 BEDROOM- Blocking to Rafter (face-nailed) 2-8d each end iy o [ 0 d SHEARWALL 11 (V u1 r ¢ 3 1/2" 21'-5" 3 1/2 J 6_° 281-8t' 5 1/2 12 1 .- 51/2 w Rim (fascia) to Rafter (end-nailed) 2-16d each end -� m Gypsum Board - Ceiling 5d cool 7"o.c. edge, 10"o.c. field UJ r 2X8 RR 16 O.0 -� o COVERS PORCH �[HDU4 ¢ WALL: � p OC " 2X4 CT 16"OC `t -r`�, ire OLDO N � 2X10 CJ 16"O.C. STRONG BACK AND 7" a T-6 3/4" 71.71# 6'-1 3/4" z Gypsum Board- Wall 5d C001 7"O.C. edge, 1 O"O.C. field ow[ a cxn STRAP TIE TO RIDGE @ 16"O.C. u¢J _2 (3) 1-3/4"X 11-7/8"2.0E Structural Sheathing- 8d 6" o.c edge, 12"o.c. field 3-2X10 HEADER LVL FLUSH HEADER U_ Top Plate to Top Plate (face-nailed) 2-16d per foot ti o - _ — C - r - T To Plat at intersections (face-nailed 4-16d joints-each side Z 0 ¢ o w 3-2x10 LO w z o 6 ,- r GARAGE °° J L w cxv COILED STRAP HOEDOWNS Stud To Stud {face-nailed) 2-16d 24 o.c. a > w co N o THRU COLO NS o HDU4 W 6 HDU4 Headers/Girders (face-nailed) 16d 16 o.c. along edges CL co ww A '- SHEARWALL SHEARWALL Top/Bottom Plate to stud (end nail) 16d per stud ¢ w w _ _ -1 a- S HOEDOWN HOEDOWN Top/Bottom Plate to stud (toe-nailed) 2-10d per stud J Cn w ¢ ¢ 3' 0 1 w' '-3 318" 7'-6 7/8" T-213/16" 3'-6 7/16" 6' 6" 6'-6° BottomPlateto Floor Joist/Rim 2-16d per foot to 1 I I Structural T&G Subfloor- glued & 8d 6 ox edge, ol Z 1 1 I z 5'-11 1/2" 22'-81/2" 13'-0" 12" o.c.field. ¢ TYPE II PREFORATED SHEAR WALL In TYPE II PREFORATED SHEAR WALL Joist to Sill/Plate/Girder (toe-nailed) 4-8d per joist o I I I l w Bridging to Joist (toe-nailed) 2-8d each end Go I ( 22'-0" 1 1 m 41'-s" Blocking to Joist (toe-nailed) 2-8d each end 1 I SHEARWALL ARWALL LENGTH REQUIRET:8.0' Blocking to Sill or Top Plate (toe-nailed) 3-16d each block rc I 1 I I CC I EFFECTIVE LENGTH PROVIDED: 19.0'1 MASTER BEDROOM: 228 SOFT Ledger Strip To Beam (face-nailed) 3-16d each joist FULL LENGTH PORTAL BEAM I Joist on Ledger To Beam (toe-nailed) 3-8d per joist r (3) 1-3/4"X 11-7/8" 2.0E LVL 8% LIGHT AND 4%VENT REQUIRED= 118.24/9.12 SOFT , 2— — — 2X6 @ 16" O.C. DOUGLAS FIR#2 WALL FRAMING- 9' PLATE HEIGHT TYPICAL. LIGHT AND VENT PROVIDED: 63.26/47.,37 SOFT Band Joist to Joist (end-nailed) 3-16d per joist - - - - - - - -� - Band Joist to Sill/Plate (toe-nailed) 2-16d per foot OD121-3/4 X 6 LAMINATED STRAND LUMBER @ 16" O.C. AT BATHROOM LAUNDRY AND KITCHEN. BEDROOM 2: 148 SOFT D12 V FLYING GABLES TYPICAL 8% LIGHT AND 4%VENT REQUIRED= 111.84/5.92 SQFT I-JOISTS IF APPLICABLE TO BE IN CONFORMANCE WITH MANUF. INSTRUCTIONS 2p LIGHT AND VENT PROVIDED: 22.50/12..56 SOFT G POWERED NAILERS: USE MANUFACTURERS COMMON NAIL EQUIVALENT 22-0 BEDROOM 2: 154 SOFT 8% LIGHT AND 4% VENT REQUIRED= 112.32/6.16 SOFT (3) SIMPSON SW 22 X 8 X 4 GARAGE PORTAL SHEARWALLS LIGHT AND VENT PROVIDED: 22.50/12..56 SOFT LIVING/DINING: 682 SOFT 8% LIGHT AND 4% VENT REQUIRED= 54.56/27.28 SOFT LIGHT AND VENT PROVIDED: 110/84.4(0 SOFT DOOR SCHEDULE WINDOW SCHEDULE NUMBER LABEL QTY FLOOR WIDTH HEIGH EGRESS TEMPERED DESCRIPTIONMANUFACTURER COMMENTS NUMBER QTY FLOOR SIZE DIMENSIONS DESCRIPTION COMMENTS 1 1 1468 L IN 16"X80"X1 3/8" L IN HINGED DOOR P09 -COLOR-WHITE W01 281836 1 0 3211 2011 LEFT SLIDING -WHITE VINYL Nicoia D01 W02 TW2036 3 2 25 5/S" 44 " 400 SERIES TILTWASH WHITE, LOW E ANDERSEN DORMER WINDIOW 6ric D02 1 1 2068 L IN 24"X80"X1 3/8" L IN HINGED DOOR P09 W03 TW210210-2 1 1 71 1/4" 36 7/8" 400 SERIES TILTWASH WHITE LOW E ANDERSEN MULLED UNIT- DP 30 MULLION D03 3 1 2668 L IN 30"X80"X1 3/8" L IN HINGED DOOR P09 W04 TW21042 2 1 35 5/8" 52 7/8" YES 400 SERIES TILTWASH WHITE, LOW E ANDERSEN TEMPERED GLASS 17--cLO&t�T ��� A�R.G [T GT D05 5 1 2668 R IN 30"X80"X1 3/8" R IN HINGED DOOR P09 W05 TW21052 2 0 35 5/8" 64 7/8" YES 400 SERIES TILTWASH WHITE LOW E ANDERSEN BASEMENT EGRESS WINDOWS D06 1 1 2868 R EX 32"X80"X1 3/8" R EX EXT. HINGED DOOR P09 W06 TW21052 8 1 35 5/8" 64 7/8" YES 400 SERIES TILTWASH WHITE LOW E ANDERSEN D07 2 1 2868 R IN 32"X80"X1 3/8" R IN HINGED DOOR P09 W07 TW24052 5 1 29 5/8" 64 7/8" YES 400 SERIES TILTWASH WHITE LOW E ANDERSEN TEMPERED GLASS P.O. BOX 879 Rocky Point, N.Y. 11777 D08 1 1 3068 R EX 36"X80"X1 3/4" R EX EXT. HINGED DOOR E20 -COLOR-WHITE Telephone: (631) 928-4456 Fax: (631) 849-4753 D09 2 1 5068 IN —2) Xi 3/8" IN DOUBLE HINGED DOOR P09 MINIMUM COMPONENTS/CLADDING, DOOR, WINDOW AND MULLION DESIGN PRESSURE RATINGS= DP30 E-Mail: architect@optonline.net D10 1 1_ 5661OLEX 66"X821/8"X1 3/8" L EX EXT. HINGED DOOR E16 _ WINDOWS ARE SHOWN AS ANDERSEN WHITE 400 SERIES TILTWASH WITH LOW E GLAZING D11 6068 EX 2 36"X80"X1 3/4" EX EXT. DOUBLE HINGED-GLASS SCREENS AND SNAP IN WHITE GRILLS.(UPPER SASH) 21/2" COLONIAL CASINGS PAINTED. 2 1 D12 2 1 8080 R 96"X96"X1 3/4" R 8'X8' GARAGE DOOR TO BE SELECTED. WITH OPENER VERIFY ALL QUANTITIES, ROUGH OPENINGS, MULLIONS, TEMPERED GLASS LOCATIONS BEFORE ORDERING WINDOWS/DOORS AND BEFORE FRAIMING OPENINGS. A �+ 300 HY' 5INTER i�D 1 1G Nac�� WINDOW TW21052 EXCEEDS A CLEAR OPEN AREA OF 5.77 SOFT&20" MIN WIDTH & 24" MIN HT. AS PER ANDERSEN DATA. °�' @ NASSAU POINT SOUTHOLD, N.Y. j INTERIOR DOORS: SIX PANEL SOLID CORE WOOD. 2-1/2" COLONIAL CASING PAINTED, LEVER HARDWARE Y%&%LL / FRAM 11 & FLAN EXTERIOR DOORS:TO BE SELECTED. ENTRY HARDWARE LOCK& DEADBOLT EXTERIOR PATIO DOORS:ANDERSEN WHITE FRENCHWOOD OUTSWING. SCREEN DOORS. STD HARDWARE. .+ GARAGE DOORS TO BE SELECTED. DP 30 MIN ^7 ? O Job#: 1221001' Scale: 114"=1'-0" A-5 ate 9/27/12 By: E.N. Rev: 19'-9" OUTLOOK/FLYING GABLES IF PROVIDED: ROOF RAFTERS TO DOUBLE RR @ 16"O.C. VER NORTH BEDROOMS NAIL ROOF SHEATHING WITH 8D NAILS 4" O.C. RAFTERS AT RIDGE Aft- TO 4'-0" FROM GABLE END. USE HT7/RT7 16'-9" 3'-0" e 13'-2" HOEDOWN AT 2X6 LADDER FRAMING 16" O.C. 4-8d COMMON NAILS IN EACH 10 END OF 1-1/4" X20 Ga. STRAP 16" R-38 AT ALL CONTINUOUS RIDGE VENTS BALLOON FRAME ALL GABLE END WALLS FLAT CEILINGS O.0 OR 2X4 COLLAR TIES IN RR HOEDOWNS 16"O.C. OR BLOCK/BRACE GABLE ENDS TO 10' INTO UPPER 1/3 OF ROOF 16" O.C. TO LVL RIDGE BEAM TYPICAL CONSTRUCTION ASSEMBLIES 2-2X6 ON RR BEARING BEAM CEILING DIAPHRAM – - —�� ROOF CONSTRUCTION: VENTILATION BAFFLES \ VENTILATION BAFFLES SHINGLES: 6 NAILS PER SHINGLE, 120 MPH ASPHALT ROOFING INSTALLATION IN ROOF RAFTERS TO STUDS CONFORMANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE OR PORCH GIRDER CUT FROM 2fi' FLAT AT DORMER WITH APPROVED UNDERLAYMENT, FLASHINGS, ACCESSORIES - - - RAFTER LENGTHS CEILING HEIGHT 4-8d COMMON NAILS IN EACH END CJ 12 N ICE SHIELD MEMBRANE AT VALLEYS AND EAVES rV1 OF 1-1/4" X20 Ga. STRAP - OR -OF OPEN TO o RR 8 LIVING ROOM VENTILATION BAFFLES USP RTI 0 OR SIMPSON LTS16 - EO 2 SHEATHING: 7/16 APA RATED PLYWOOD, 8d NAILS AS PER NAILING SCHEDULE. NAILS PER MANUFACTURER. CONNECT RAFTER TO PLATES NON BEA I G WIG ALUMINUM GUTTER AND LEADERS ON AZEK 2X6" FASCIA BOARDS AND PLATES TO STUDS WHERE VENTILATION BAFFLES WALL BEYOND WITH CONTINUOUS FULLY VENTED VINYL SOFFITS NOT ALIGINED SEE UPLIFT _ BALLOON FRAME RR WALL CONSTRUCTION: SIDING INSTALLATION FOR 120 MPH WIND ZONE DETAIL o BEARING PARTITION _ — — _ — — _ PERFECTION SHINGLE VINYL SIDING PANELS ON TAPED TYVEK WITH JOINT, T 8-1/2" HIGH DENSITY R-30 C? WINDOW & DOOR FLASHINGS ON 7/16" APA RATED STRUCTURAL SHEATHING ON co = VEINTEDBEADED 2X6 DOUGLAS FIR #2 WALL STUDS 16" O.C. INSULATION IN 2X10 RAFTER WITH + POIRCH PANEL WINDOW/DOOR HEADER STRAP AT ALL CONECTIONS @ 16" O.C. CONTINUOUS VAPOR BARRIER CD ' GAO FOR SLOPED CEILING SECTION J WALUCEILING BOARD: 1/2" MIN. GYPSUM BOARD TAPED WITH 3 COATS SPACKLE. EACH JACK STUD. 1-1/4" 2 X 0 O ~ co STRAP WITH (4) Sd NAILS EACH END BLOCKING AT MID HEIGHT 0 r COILED STRAP HOLDOWN FROM HEADER THROUGH FIBERGLASS AND USP MP4F OR SIMPSON LTP4 � _ PLATE AT SILL TO BAND JOIST. R-19 INSULATION WITH w LOADBEARING COLUMN TO GIRDER BELOW Iw- CONTINUOUS VAPOR BARRIER > STUDS TO BAND JOIST JOIST HANGERS @ 16" O.C. TO PPT LEDGER BOLTED TO STRUCTURAL AND FOUNDATIONMEMBRANE FLASHING OVER RIM JOIST 5/8" GALV. BOLTS @ 16" O.C. STAGGER VERTICAL 3/4"T&G PLYWOOD SUB-FLOOR ALUMINUM COUNTER FLASHING • 4-8d COMMON NAILS IN EACH END OF SCREW AND GLUE TO I-JOISTS JOIST HOLDOWNS @ 16" O.C. TO PPT GIRDER TO 4X4 PPT COLUMN WITH f I I %] 'A La 1-1/4" X 20 Ga. STRAP 16" O.C., WRAP SIMPSON GIRDER-COLUMN- FOOTING CONNECTION TO ANCHOR BOLT RIM BOA D UNDER SILL AND NAIL 7 HIGH DENSITY R-30 WITH WINTER I-JOIST BLOCKING STRUCTURAL o0 PANEL RIM BOARD SILL CONSTRUCTION: 2X6 PRESSURE PRESERVATIVLY TREATED SILL ON SILL SEAL FJ SEE UPLIFT WARM SIDE VAPOR BARRIER ON ON TERMITE SHIELD ANCHOR BOLTS AND HOLDOWNS PER FOUNDATION PLAN. DETAIL 5/8" ANCHOR BOLTS 36" O.C. WITH = POURED CONCRETE FOUNDATION WALLS ON CONTINUOUS, KEYED FOOTINGS BOTTOM OF FOOTINGS HAND DUG INTO BEARING ON VIRGIN UNEXCAVATED SOIL. 3"X3" SLOTED SQUARE WASHERS - D o SEE FOUNDATION PLAN FOR WALUFOOTING SIZES AND REBAR/ANCHOR USP/SIMPSON LBPS 5/8" Z BOLT INFORMATION. ASSUMED DRY SOILS -SEE PLAN NOTES LU STRAFING TO BE GALVANIZED ASTM GRADE 33 MIN. 10" U) DAMPROOFING OR WATERPROOFING AS REQUIRED BY R406, DRAINAGE SYSTEM IF REQUIRED BY SOIL CONDITIONS. HOUSE UPLIFT CONNECTIONS ° 4" P.C. SLAB ON VAPOR RETARDER ON COMPACTED SAND 9 120 MPH WIND ZONE I REPEAT stall SECTION A CONNECTION 4 .10 x 21/2" GIRDER Strang-Drive3 SCALE: 1/4" =1'-0" SO screws to side of the beam as shown -- i 5W Min,from bottom {� of beam to center of lowest fastener REScheck Software Version 4.4.3 Compliance Certificate Beam and column by LEADER TO DRYWELL LEADER TO DRYWELL Project Title:3500 Hayeswater Road Designer - Desl FULLY VENTED VINYL SOFFITS � g Energy Code: 2010 New York Energy Conservation Construction Code CIV'IST strap �' double 2x I Location: Suffolk County,New York .�r �.: minimum beam --- - ----- -- ------- Configuration ) ---- — -- --,-------------- — � y l r --rl-^-_--. ICE SHIELD AT EAVES AND VALLEYS I Construction Type: Single Family Installation - —�, -___ I Glazing Area Percentage: 14% Minimum 31/W I I Heating Degree Days: 5750 l I� inside column I I Climate Zone: 4 diameter I Construction Site: Owner/Agent: Designer/Contractor: Nassau Point-Southold,NY Eric Nicosia,R.A. I 1 I w I 1 ONE PIE TRl�I? I .Compliance:9.0%Better Tht+n Code Maximum UA:387 'Your UA:352 TO GIRDER I n I The%Better or Worse Than Code index reflects howcloseto compliancethe house is based an code trade-off rules. I h DOES NOT protide an estimate of energy use or coat relathe to a minimum-code home. ccI Lu CONTINUOUS RIDGE VENTS I PORCH BEAM TO GIRDER CONNECTIONS I NON { i'a FUNCTIONAL NON I CONTINUOUS RIDGE VENTS DECORATIVEI Ceiling 1:Flat Ceiling or Scissor Truss 1100 38.0 0.0 33 FUNCTIONAL ------------------------ -------GABLE VENTS- w Ceiling 2:Cathedral Ceiling(no attic) 974 30.0 0.0 33 DECORATIVE G DORMERS OPEN TO LIVING ROOM CEILING: GABLE VENTS TRUE VALLEYS STRAP THRU COLUMNS 0 Wall 1:Wood Frame,16"D.C. 1668 19.0 0.0 81 !� 2X8 RR&CJ @ 16"O.C. 1 0 LL I A ON 2X6 STUDS @ 16"O.C. 1 > Window 1:Wood Frame,Double Pane 173 0.300 52 NO SCALE /I\ /I\ /I\ I i /// I ` 9\0LL i / \ \ \ 1 Door 1:Solid 40 0.220 9 Door 2:Glass 98 0.300 29 'o W I I I I I I I I Wall 2:Wood Frame,16"D.C. 225 13.0 0.0 18 `�F`� I I I I I I I I ^,,.-,UX�AD;s�Ir=AC�OS:i,SC°,A,�wl SFLIat;. I I /�g, I \ 9r W I I I I I I I I Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 2074 19.0 0.0 97 I&scr�hlSPLICE J,i�ESIGN BYOli-If"14Sl I y'p� I `� z I I I I I I I N I Z I `o - - I I I I I I I Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted w fth the GYt'7u13Lk P r�?aaL r6T n _ I �o� I UJ \ permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck 81 I I "'02 '""� N/°� is I \ I Version 4.4.3 and to comply w ith the mandatory requirements listed in the REScheck Inspection Checklist. 1 // W 1 1 / °I ` I Name title Signature Date �- __ _a.wr- - ta3 W 1 VENTED VINYL BEADED PORCH // Z I \\ 1 g e _..,,:., , ...STA24 STF F�r til .�- i r r �� 4, aLIT,�t� � - - -PR rfl.8HOLm OW } co I I -—-—PANEL AT A24 R IP WI �" ,� �_MIN,F EA�7=FF SEE w A L VOAS LrR ooclsrrnL4cva+ � cc I - -1—- —-—-— // I \ I ' i _ s I Z o A+L1IN, r'h'4"a+fAX„ by i DE'TAI'Lci ,P f OIC b�P• �'Ipp�/, w Z � � W � WHITE ALUMINUM GUTTERS AND LEADERS TO DRYWELLS - / ✓ """ 1 AU'IHRLAD RO) �N I Ov I I W J � 2X8 RR @ 16"O.C.DUMMY LAYOVER GABLFJ I ~ I i JLU LU LU /I t~OLIFI.F'li N0.1t —gCARklhlti pLJkTe 4YJ J LL I 6ric Nicosia 43P'LTd�4 AT g�1P'�PQRT 4 (�- F�OaST TCa 5�RC t GWfikLL I .� ^,fj'4'fFA34, I r �t1l7�asa HMES __, @06 trM+a 1r2`JI3IF1f.E FOR , a"I:1R0%,41 PROVIDEDPO1ST IMftfiCTICkN ' WITH YVALL, I o 0cc as , AN4FIt]R BOLT :�`-:�-r,;w�.11,-�I I,••' }�1J4�iH9f N�J'7 ( I G wp I L• ' 6NOWN rOR CLARITY, HEADER SURPORT� .ST—• h ' � d I' '•11' Al '.I I: . I w LL 1 T4JE`a GN kiY G" 1iC F 51 J • 411 ;u:. J �:i 9-LIM41,U IJA$I.,_ _ R &ISTeIZ U ACZGH tT GT y �oCBI r+ SY OT 5) 1'FLYING GABLES J -•'.. r_ — a W TYPICAL J ',' P.O. BOX 879 Rocky Point, N.Y. 11777 — --�• SEE SIMPSON Telephone: (631) 928-4456 Fax: (631) 849-4753 ANCHOR BOLT E-Mail: architectC�optonline,net w TEMPLATE J J D RWALL DIAGRAM ' 3500 HYSNATR x'17 SIMPSON GARAGE PORTAL SHEA CO NJ SPECIFICATIONS ;� � �•'Y°� `° w� @ NASSAU POINT SOUTHOLD, N.Y. INSTALL IN CONFORMANCE WITH SIMPSON DETAILS ANDS ROOF/ DORMER PLAN gu, ���TiO�i�oO�iU�Li�-r SCALE: 118" =1'-0" '�,a, `"- • �' ,�.. - - Job#: 12210 Scale: 1/4"=V-0 A Date 9/27/12 By: E.N. Rev: -6 ELECTRICAL LIGHTING SCHEDULE NUMBER QTY IFLOOR DESCRIPTION COMMENTS E01 12 0 COMMON FLUSH MOUNT FIXTURES TO BE SELECTED GIC GFC E02 2 1 BOWL SCONCE TRIPLE 0 1 AD 1 1 4- E04 1 1 3 DOWN LIGHTS r - --- E06 7 1 PORCH LANTERN w Fc1 M E09 11 1 COMMON FLUSH MOUNT 0 G I E10 2 1 CLASSIC PENDANT ° DW ' _ —I E13 18 1 RECESSED DOWN LIGHT 6 Fr cc GF I I REScheck Software Version 4.4.3 a FCI Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code . ELECTRICAL OUTLETS/CONNECTION/SWITCH SCHEDULE Location: 2010Suffolk CountNew EnergyNew r - - - - - - NUMBER QTY FLOOR DESCRIPTION COMMENTS Construction Type: Single Family I E01 2 0 GFCI Glazing Area Percentage: ;14% c GF I I E02 3 0 SINGLE POLE Heating Degree Days: 575030 I E03 1 1 CLOTHES DRYER climate zone: 4 I E04 1 1 CLOTHES WASHER Ceilings: WASHER Ceiling 1:Flat Ceiling or scissor Truss,R-38.0 cavity insulation so E05 1 1 GIS CO Comments: a E06 1 1 GAS COOKTOP E07 1 1 HOOD W/VENT Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation E08 1 1 REFRIGERATOR Comments: a M E09 39 1 DUPLEX Above-Grade Walls: Z GFCI Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Fc1 Ell 10 1 E11 22 1 SINGLE POLE Comments: Z"I S° E12 6 1 THREE WAY Wall 2:Wood Frame,16"c.c.,R-13.0 cavity insulation 3DM 3 E13 5 1 THREE (DIMMER) Comments: T M D13 Windows: ° ELECTRICAL SCHEDULE • Window 1:Wood Frame,Double Pane,U factor:0.300 DM T ® NUMBER QTY FLOOR DESCRIPTION COMMENTS For windows without labeled U-factors,describe features: E01 1 0 #Panes Frame Type Thermal Break?Yes No E02 1 0 CO/SMO DETECTOR Comments: E03 1 0 SMOKE DETECTOR Doors: � E04 2 1 CO/SMOKE DETECTOR Door 1:Solid,u-factor:0.220 3 E) — [n E05 2 1 HEAT DETECTOR Comments: T This door is exempt from the U-factor requirement. I E06 3 1 SMOKE DETECTOR ••Door 2:Glass,u-factor:0.300 I _ _ _ _ _ _ E07 3 1 THERMOSTAT Comments: --� E08 2 1 EXHAUST CEGc I E09 1 1 DOOR CHIME Boors: o cD cw I E10 1 1 DOORBELL Floor 1:All Wood Joist/Truss,Over Unconditioned Space,R-1 9.0 cavity insulation Cc Comments: R309.6 Automatic garage door openers. Automatic garage door openers, if provided, shall be listed in Floor insulation is installed in permanent contact with the underside of the subfloor decking. accordance with 325. Air Leakage: DN •• Joints(including rim joistjunctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,Basketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid Electrical components, equipment and systems shall be accordance with the provisions o 7 . PROVIDE ELECTRICAL UNDERWRITERS CERTIFICATE material. - Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. s� LEVITON " DECOR " LETSSWITCH'S Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between ?^oi COORDINATE HVAC EQUIPMENT CONNECTIONS COORDINATE WHOLE HOUSE VACUUM CONNECTION the housing and the interior wall or ceiling covering. Fcr •• Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at leastthe level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. aDM D Wood-burning fireplaces have gas keted doors and outdoor com bustion air. Automatic or gravitydampers are installed on all outdoor air intakes and exhausts. 0 Air Sealing and Insulation- .. Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks orjoints in the air barrier are filled or repaired. Ceiling/attic:Air barrier in anydropped ceiling/soffit is substantially aligned with insulation and anygaps are sealed. RR, Above-grade walls:Insulation is installed in substantial contact and continuous alignmentwith the building envelope air barrier. Floors:Air barrier is installed at anyexposed edge of insulation. 30 Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cutto fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. _ _ _ _ _ _ — — — — Z O LU Corners,headers,narrow framing cavities,and rim joists are insulated. = I I I I I I I I Shower/tub on exterior wall:insulation exists between showers/tubs and exterior wall. ' �U W ———— I I I I I I I I Sunrooms: v ---------------------------------------J-,------I-1-------------__- Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U- CI LU Q I F I factor of 0.75.New windows and doors separating the sunroom from conditioned space meetthe building thermal envelope requirements. # I I I I I I I I I Materials Identification and Installation: — — — — — — — Materials and equipment are installed in accordance with the manufacturer's installation instructions. I 1 Materials and equipment are identified so that compliance can be determined. I I I FIRST FLOOR ELECTRICAL P LAN I I I I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. I I I I I I I I SCALE: 1/4" =1'-0" i i BASEMENT I I Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8,All other ducts in unconditioned spaces or outside the building envelope are I I I insulated to at least R-6. I I I I ( — — I I I Duct Construction and Testing: Building framing cavities are not used as supply ducts. I I I i I I f 1 i—i � � All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of I I I I i I tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 Aor UL 1818 and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crim p joints for _— I I F--1 I r— round metal ducts haves contact lap of at least 1 112 inches and are fastened with a minimum of three equallyspaced sheet-metal screws. r— I I I I I I I — — — — — — — J L__J L_J �I I Exceptions: 1 I I 0 Joint and seams covered with spray polyurethane foam. I Where a partially inaccessible duct connection exists,mechanical fasteners can be equallyspaced on the exposed portion of the joint so __ �I I as to prevent a hinge effect. —— ——————— 1 CI 0 Cl cl Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). , I I I I � I I I I ua I I Duct tightness test has been performed and meets one of the following test criteria: I L___ ——____ Postconstruction leakage to outdoors test:Less than or equal to 165.9 cfm(8 cfm per 100 f12 of conditioned floor area). I I Postconstruction total leakage test(including air handler enclosure):Less than or equal to 248.9 cfm(12 cfm per 100 ft2 of conditioned i I floor area). ------------------------- Rough-in total leakage test with air handler installed:Less than or equal to 124.4 cfm(6 cfm per 100 ft2 of conditioned floor area). I I ® I I Rough-in total leakage testwithout air handler installed:Less than or equal to 83.0 cfm(4 cfm per 100 ft2 of conditioned floor area). I I I I I I Temperature Controls: VENTING TO BE IN CONFORMA i i ------i----------------------- Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating 3" MIN. VENTS THRU ROOF WITH CHAPTER 31-VENTS I i I I I I I Z o W system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. I I I j I I I I I I <L� I it w w - Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can BATH RM I I I I I I ¢W I I LU meet the heating load. LDY. I 1 I I �1—_——_�-�——— —� I -—————— a l I �¢� MSTR. BEDRM. I I I I I I I I I I N I I Zy I I I I ---L--L----- ----� I Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included byan inspection for compliance with the International Residential Code. I I I I I For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial I I I I I Building Mechanical and/or Service Water Heating(Sections 503 and 504). I I I I I I I I I I I I I I I I WV 1.5" V 2" V 2" V " V 1.5" V I 2" V 2" 3 V 3" V 1.5" V 1.5" V Circulating Service Hot Water Systems: I I I I I2I z I I I I I I I I I I Circulating service hot water pipes are insulated to R-2. l I I I I Circulating service hot water systems include an automatic or accessible manual switch to turnoff the circulating pump when the system is I I I I ( I p m I I I I I I 4 I I I I I I I BASEMENT ELECTRICAL PLAN not in use. I I I W I o l I m I I I= I I I I I L________---_----_� I Heating and Cooling Piping Insulation: I W C i 1.511 W I I Q ' I I I I 2" W f C] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees Fare insulated to R-3. I 0 S 2" 2" 1 5" �5 I I W�^ I 1'S„ W —_J SCALE: 1�8" =1'-0" 3„ LAV 1 = ( _ = I ' DW O I 13„ y LAV Swimming Pools: Heated swimming pools have an on/off heater switch. I y 12" W ( 0 in SINK KIT. � Pool heaters operating on natural gas or LPG have an electronic pilot light. I 3„ 2„ 1 SINK BAR 1 I SINK 2„ 3" 1.5" W Timer switches on pool heaters and pumps are present. SINK Exceptions: Where public health standards require continuous pump operation. 2" W 2" 2" 1.5 2" 3" WASTE Where um operate shave a c cover and/or at heat-rec .For pools he 3" WASTE Nicosia pumps FRESH - Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees c)the cover has a minimum insulation value of R-12. AIR IN //♦,.�� T �+�`h) Exceptions: 1/4" Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. 4" PVC HOUSE DRAIN SLOPE PER FT. P.O. BOX 879 Rocky Point, N.Y. 11777 Lighting Requirements: - Aminimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: 4" CAST IRON SLOPED TO Compact fluorescent Telephone: (631} 928-44 6 Fax: (631 $ 9-4753 CompaT-8 or maller scenterlinearfluorescent APPROVED SANITARY SYSTEM CLEAN OUTS AS REQUIRED BY SECTION P3005.2 E-Mail: architect@optoniine.net 40 lumens per wattfor lamp wattage<=15 50 lumens per wattfor lamp wattage>15 and<=40 1/2" APPROVED COPPER SUPPLY LINES J� �/�� Q Qn 60lumens perwattforlamp wattage>40 G NIA, �C, 3500 T AYE5 AIT. � Iii./ Other Requirements: C3��� •• Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the @NASSAU POINT SOUTHOLD, N.Y. system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 PLUMBING RISER DIAGRAM degrees F(a manual shutoff control is also permitted to salsfyrequirement'c'). F-L F-CTR1CAL/R15F. Z/F.NF.RGY Certificate: SCHEMATIC - NO SCALE: - w •• A ermanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type Job#: 12210 Scale: 1/4"=11.4, P and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory 3b =ate /27/12 By: E.N. Rev:label,service disconnect label or other required labels. GENERAL NOTES 1.THE ARCHITECTS CERTIFICATION APPLIES ONLY TO DEMONSTRATING THE DESIGNS CONFORMANCE TO THE BUILDING CODE OF THE STATE OF NEW YORK. CONTINUOUS RIDGE VENTS 2.ALL MATERIALS,ASSEMBLIES, CONSTRUCTION AND EQUIPMENT IS TO BE IN ACCORDANCE WITH THE BUILDING CODE OF THE STATE OF NEW YORK AND MANUFACTURERS INSTRUCTIONS. CONTINUOUS RIDGE VENTS ADD 3. VERIFY ALL DIMENSIONS BEFORE AND DURING CONSTRUCTION, NOTIFY ARCHITECT OF DORMER _ 12 DISCREPANCIES. DO NOT SCALE DRAWINGS. 12 .. 8 4.DEVIATION FROM THESE PLANS, UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE 8 - ARCHITECTS CERTIFICATION AND IS A VIOLATION OF NYS LAW. DRAWINGS ARE THE COPYRIGHT OF THE ARCHITECT. ® rffl ® VINYL BEAD BOARD DORMER SIDING 5. THE ARCHITECT IS NOT RESPONSIBLE FOR THE DISCOVERY PRESENCE PREVENTION REMOVAL OR HANDLING OF UNDERGROUND UTILITIES, STRUCTURES,ASBESTOS, HAZARDOUS MATERIALS, 40 YEAR ARCHITECTURAL ASPHALT ROOFING SHINGLES GASSES,FUMES,MOLD AND OR MILDEW. INSTALLATION FOR 120 MPH WIND ZONE 6.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION, MEANS METHODS, ® AZEK 1X2 ON 1X6 FLYING GABLES TECHNIQUES, SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAM IN ROOF AZEK 1X6 GABLE RAKE BOARD CONNECTION WITH THE WORK.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ERRORS OR CRICKET AZEK 1X2 ONiX10 FRIEZE BOARDS OMISSIONS OF THE OWNER, CONTRACTOR OR SUB-CONTRACTORS. ALUMINUM GUTTERS AND LEADERS TO DRYWELLS 7.THESE PLANS ARE OF LIMITED SCOPE FOR DEMONSTRATING CODE COMPLIANCE AND ARE GUTTER/FASCIA RETURN AT GABLES INTENDED FOR USE BY EXPERIENCED CONTRACTORS WITH FINAL FINISH'S/DETAILS AND SPECIFICATIONS SELECTED AND AGREED UPON BETWEEN THE OWNER AND CONTRACTOR(S), AZEK 2X6 FASCIA FULL VENTED SOFFITS AT 1'OVERHANGS 8 THE ARCHITECT, NOT CONTRACTED TO CONTROL THE CONSTRUCTION PROCESS IS NOT Ty I RESPONSIBLE FOR ASSURING THE FINAL AS CONSTRUCTED BUILDING AND SITE IS IN COMPLIANCE WITH ALL BUILDING CODES, LOCAL LAWS, REQUIREMENTS OR SUITABILITY FOR A PARTICULAR USE. C= 14"W SHUTTERS FM 1111144 2010 NYS RESIDENTIAL CODES 6"VINYL CORNER BOARDS R301.2 DESIGN CRITERIA: VALUE R301.2.1 WIND LIMITATIONS: 11 11 3-1/2"VINYL WINDOW CASING GROUND SNOW LOAD 20 PSF DESIGN LOADS FOR loads for wall 6 TO WEATHER PERFECTION SHINGLE VINYL SIDING BASIC WIND SPEED 120 MPH coverings, roof coverings, exterior windows, INSTALLATION FOR 120 MPH WIND ZONE SEISMIC CATAGORY B skylights, garage doors and exterior doors WEATHERING SEVERE FROM Table R301.2(2) SHOWN SHEET A-4 ADD PORCH FROST LINE DEPTH 36" MIN. R301.2.1.1 WIND DESIGN CRITERIA 11A 11 TERMITE PROBABILITY MOD/HEAVY FOR BASIC WIND SPEEDS OF 120 MPH: DECAY PROBABILITY MODERATE AF&PA WOOD FRAME CONSTRUCTION I 8°MIN ICESHIELD REQUIRED YES MANUAL (WFCM) 2001 I FLOOR HAZARDS N/A I I I DESIGN LIVE LOADS PSF DEF. R301.2.1.2 PROTECTION OF OPENINGS I I I NON SLEEPING ROOMS 40 U360 THIS BUILDING IS IN A WINDBORNE I I I SLEEPING ROOMS 30 U360 DEBRIS REGION. GLAZED OPENINGS ARE I 1 I I DECKS 40 U360 REQUIRED TO BE PROTECTED AS PER 1 1 I I 1 ATTICS WITH STORAGE 20 U240 THE REQUIREMENTS OF R301.2.1.2 SEE ATTICS NO STORAGE 10 0240 SHEET A-4 I I I i t STAIRS 40 U360 R301.2.1.4 EXPOSURE CATEGORYS: II I tl GUARDS/RAILS 2001t AT TOP NORTH B SOUTH B DEAD LOADS ARE BASED ON ACTUAL EAST B WEST B MATERIAL WEIGHTS OF ASSEMBLIES DESIGN ROOF SNOW LOAD = 30 PSF SEISMIC CATEGORY B FRONT ELEVATION (EAST) SEE NYS ENERGY CODE COMPLIANCE NOTES ON SHEET A-5 W W 0 wa0 Z —r �ryl 24"VINYL DECORATIVE u CONTINUOUS RIDGE VENTS - - W 0.. 0 VENT(NON FUNCTIONING) MASTE�uNG F- OO { KITCHEN B'CEILING FMAST 14,-2. f 10'-0"x 16'-0" CATHEDRAL CEILING EDROO CONTINUOUS RIDGE VENTS 1 '-o"x12'- ' DINING 12 12 _ 4'-5"x 16'- F� CLOSET I -- rT 6'-0"x 6'-1L J CONTINUOUS RIDGE VENTS 9'CEILING W LAUNDRY _ 12'-7"x 6'-0" CATHEDRAL CEILING a LIVING p �9'CE LING " 26'-6"x 16'-0" OFT ....... e'-r x 2•-D" P e DN 9'CEILING BEDR M ' COVERED PORCH x — N GARAGE --- -- - -- -- --- -------- WALL 21'-4"x21'-3" q)u HEIGHT TYPICAL I I I I I I I I I I I I I I 0 [-HI I I I I I ILl I o� BUILDING AREAS: SOFT D E C [� TOTAL LIVING AREA 2,086 FLOOR GARAGE AREA MIN. APR - 5 2013 COVERED FRONT PORCH 185 I i I I Approximate gross floor areas based on nominal material dimensions. BLDG.DEPT. I I Livingareas include first floor stairs and finished floor areas to the outside o Z I TOWN OF SOUTHDLD io 2 I i I I 1 of house exterior walls and to one half of garage or open to below walls. rJ. — — — — -- I I 1 I Garage area includes one half of house walls to outside of garage exterior L_ — — —.— l I I I I I walls.Second floor open to below space includes stairs below. Decks and o BOTTOM OF C ;Top FOOTING 30I I porch areas are from exterior walls to outside edge of deck/porch. FOOTINGS HAND DEG MAX I BILCO ScapeWEL EGRESS WINDOW WELL I I I DUG INTO VIRGIN I WITH INTEGRAL STEPS AND APPROVED DOME COVER I I ( I UNEXCAVATED SOIL INSTALL IN CONFORMANCE WITH MANUFACTURERS I eric Nicosia I DETAILS AND INSTRUCTIONS a I I I 1 1 - L - - - - -u - - - - - - - - -" - - - - - - - - - - - - - - - - - - - - - — M BASEMENT BASEMENTSAB n - - - - - - ( I R ��ST VR � A�-Gt�ITGT P.O. BOX 879 Rocky Point, N.Y. 11777 L- - - - - - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — Telephone: (631) 928-4456 Fax: (631) 849-4753 E-Mail: architect@optonline.net F_D A �o 3500 HAYE5YNATER RD RIGHT ELEVATION (NORTH) , CNIco @ NASSAU POINT SOUTHOLD, N.Y. -{ NOTES 4 ELEVATION5— 1 (P Job#: 12210 Scale: 1/4"=1'-0" 7 �a'�- Date 4/3/13 BY: E.N. Rev: �_1 ELEVATION REFERENCE NOTES CONTINUOUS RIDGE VENTS R325.1 Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. R613.5.1 Window and glass door assemblies shall be anchored in accordance with the published manufacturer's recommendations to achieve the design pressure specified. Mullions shall be tested by an approved testing laboratory. Maximum mullion deflection= U175, Mullions shall be capable of resisting a load of 1.5 times the design pressure loads. R703.1 The exterior wall envelope shall be constructed in such a manner as to prevent the accumulation of water within the wall assembly by providing a water resistive barrier behind the exterior veneer as required by Section R703.2. R806.3 Vent clearance. A minimum of a 1-inch (25.4 mm) space shall be provided 12 between the insulation and the roof sheathing at the location of all vents. 8 R901. Roof assemblies shall be installed in accordance with this code and the approved manufacturer's installation instructions such that the roof assembly shall serve to protect the building or structure. Flashings shall be installed in such a manner as to prevent moisture entering the wall through the joints in the coping, through moisture permeable material, at intersections with the roof plane or other penetrations or changes in slope. Roof coverings shall be applied in accordance with the applicable provisions of this ® ® section and the manufacturer's installation instructions. Underlaymentt shall conform with ASTM D 226, Type I, or ASTM D 4869, Type I. Self-adhering polymer modified bitumen sheet shallcomply with ASTM D 1970. Asphalt shingles shall have self-seal strips or be L=J interlocking, and comply with ASTM D 225 or D 3462. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails,minimum 12 gage shank with a minimum 3/8-inch diameter head, Where the roof sheathing is less than 3/4 inch thick, the fasteners shall penetrate through the sheathing.Fasteners shall comply with ASTM F1667. Asphalt shingles shall have of six fasteners per shingle. Underlayment shall be applied shingle fashion, parallel to and starting from the eave and lapped 2 inches, fastened sufficiently to hold in place. End laps shall be offset by 6 feet. In areas where the averagedaily temperature in January is 25d or less, an ice barrier that consists of a least two layers of underlayment cemented together or of a self-adhering polymer modified bitumen sheet, shall be used in lieu of normal undedayment and extend from the eave's edge to a point at least 24 inches inside the exterior wall line of the building.. Underlayment applied in areas subject to high winds greater than 110 mph shall be applied with corrosion resistant fasteners in accordance with manufacturer's installation instructions. Fasteners are to be applied along the overlap not farther apart than 36 inches on center. Flashing for asphalt shingles shall comply with this section. Base and cap flashing shall be installed in accordance with manufacturer's installation instructions. Base flashing shall be of either corrosion-resistant metal of minimum nominal 0.019-inch thickness. Cap flashing shall be corrosion resistant metal of minimum nominal 0.019-inch thickness. Valley linings shall be installed in accordance with manufacturer's installation instructions before applying shingles.Closed valleys (valley covered with shingles),valley lining of one ply of smooth roll roofing complying with ASTM D 224 Type II or Type III and atleast 36 inches (914 mm) wide or valley lining asdescribed in Items 1 and 2 above shall be permitted.Specialty underlayment complying with ASTMD 1970 may REAR ELEVATION (WEST) be used in lieu of the lining material. A cricket or saddle shall be installed on the ridge side of any chimney greater than 30 inches wide. Cricket or saddle coverings shall be sheet metal or of the same material as the roof covering. Sidewall flashing. shall be by the step-flashing method. Other flashing against a vertical front wall, as well as soil stack, vent pipe and chimney flashing, shall be applied according to asphalt shingle manufacturer's printed instructions. 12 �8 24"VINYL DECORATIVE VENT(NON FUNCTIONING) 12 8 CONTINUOUS RIDGE VENTS Li00 , i BILCO ScapseWEL EGRESS ( I M 2 WINDOW WELLF= WITH INTE(3RAL STEPS I I D APPROVED)DOME COVERINSTALL IN — ' I � CE WITH MANUFACTURERS DETAILS Aho INSTRUCTIONS I I I I STEP FOOTING 30 6ricDEG MAX Nicosia iG�t�TER � A�gC�itTGT R _ — — — — — — — — — — — — � P.O. BOX 879 Rocky Point, N.Y. 11777 - - - - - - - - - - - - - - - - - - - - - - - - - - 1-,- - - - - - - - - - - Telephone: (631) 928-4456 Fax: (631) 849-4753 E-Mail: architect@optonline.net LEFT ELEVATION (SOUTH) 5500 HAYE5YNATER RD 4U I 41 , @ NASSAU POINT SOUTHOLD, N.Y. Oc' Job#: 12210 Scale: l/4"=1'-0" _2 0 Date 4/3/13 By: E.N. Rev: FOUNDATION NOT (2) BILCO"ScapeWEL EGRESS WINDOW WELL WITH INTEGRAL STEP. MODEL#4862-54+ 3019-54 EXT WITH APPROVED DOME COVER. INSTALLED IN CONFORMANCE WITH MANUFACTURERS R323.1 In areas subject to decay damage and all wood in contact with the ground shall INSTALLATION INSTRUCTIONS AND DETAILS require the use of approved pressure preservatively treated or decay-resistant lumber. R310.2 Window wells. The minimum horizontal area of the window well shall be 9 square feet (0.9 m2), with a R324.3.1 Treat cut ends, notches & drilled holes in accordance with AWPA. R324 minimum horizontal projection and width of 36 inches (914 mm). The area of the window well shall allow the Subterranean termite control.Termite shields, Pressure preservatively treated wood in emergency escape and rescue opening to be fully opened. accordance with the AWPA standards and or termite-resistant wood. Chemical soil treatment may also be nessasary depending on site conditions. Exception: The ladder or steps required by Section R310.2.1 shall be permitted to encroach a maximum of 6 STONE ON 4"THICK 3,500 PSI AIR ENTRAINED 5 inches (152 mm) into the required dimensions of the window well. R401.3 Drainage. Surface drainage shall be diverted to drywells or other approved point P.C.SLAB WITH WELED WIRE MESH of collection not to create a hazard. Lots shall be graded so as to drain water away from si'-o" 11 foundation walls a minimum of 6 inches within the first 10 feet or swales shall be provided 12'-5 7/8" 8" 51.8" 8" 17'-11" 8" 51.8" 8"1, 16-71/811 701 to ensure drainage away from the structure. Q R401.4.1 Geotechnical evaluation. In lieu of a complete geotechnical evaluation, the load- 1 I 1 1 5!8"ASTM ADE 60 THREADED L ANCHOR I I 1 1 5/8"BOLT FOR SHEARWALL bearingvalues in Table R401.4.1 have been assumed. Compressible or shifting, soils [HOLDOWN 8"BOLT FOR SHEARWALL I I 1 I BOLTS A 36"O. WITH NUTS AND 3"X3"X 1/2" I I 1 I - p o_ HOLDOWN ABOVE ABOVE co 4 SLOTED SQ RE WASHERS(SIMPSON LBPS1/2. -I a - - - - -) a shall be removed in conformence with R401.4.2 4. - - - - - - - - - - -p _ -- - - - - - -o - - - - - - -° - p- -D- rr, ASSUMED SOIL BEARING F 2,000 POUNDS PER SQUARE FOOT APPLIES TO THE > r7 P. FOLLOWING CLASSES OF SOIL MATERIAL ONLY:GW,GP,SW,SP,SC,GM,GC. - - - - - - - - - - - - - - - - -1 NOTIFY ARCHITECT IF SITE CONDITIONS VARY FROM ASSUMED CONDITION.101, 59'-4" 10 1 IQ R402.2 Concrete. Materials used to produce concrete and testing thereof shall comply U) ( 1 10"THICK 3,500 PSI AIR ENTRAINED 0 o POURED CONCRETE WALLS ON 10" DEEP i i o with the applicable standards listed in ACI 318 or ASTM C 1157. Reinforcing steel and Z I I X 20"WIDE CONTINUOUS, KEYED P.C. a installation to be in conformance with ACI 318. Anchor bolts to be inconformance with § I I FOOTINGS WITH (2)#4 REBAR 3"FROM I I ASTM 307. W BOTTOM FOOTING. FOOTINGS DUG IN TO U � I I F- U DRY UNEXCAVATED ASSUMED SOILS S = = O O 00 MINIMUM CONCRETE COMPRESSIVE STRENGTH: 3,500 PSI �a 28 DAYS. 1 (SEE PLAN NOTES) Z =1 CONCRETE AT BASEMENT FOUNDATION WALLS,EXTERIOR WALLS, PORCHS, IO0 © Lo STEPS AND GARAGE SLABS IS TO BE AIR ENTRAINED. IN CONFORMANCE WITH Z = , r _ 5 I � LO � 9 CEILING - N N I W AC1318. NOMINAL SLUMP:WALLS 6, SLABS 5. _J 21 � i W x a BASEMENT a cc ¢ _ 1 CV W: R403 Concrete Footings shall be supported on undisturbed natural soils. All exterior ¢ g N 4 THICK 3,500 PSI PC SLAB ON d = w I I w = r SAND BASE OR SUBGRADE I I U) footings shall be placed at least 3'-0" minimum below grade. The top surface of footings o °' 1 10 shall be level. Changes in elevations and ajacent slope requirements shall be in o o a i 1 1 ? conformance with R403. LL Z O 1 C I L1-OI 12'-6" O 12-5 1/2" 11'-10 1/2" 10W NOO 141 11 -3or R404.1 Concrete Foundation Walls shall be constructed as set forth in section R404 and BE 1 I (3) 1 3/4' X 11 7/8"2.0E LVL GIRDER N (3) 1-3/4"X 11-7/8"2.0E LVL GIRDER `- � r- --� 1 .. I O U x m 0 0 BEAM POCKET Z : ACI 318. Backfill shall not be placed against the wall until the wall has sufficient strength n = POCKET ON DIA STEEL COLUMNS I I ON 3 DIA STEEL COLUMNS r , (8j I I _ _ (E! ¢ M _ _ _V, O-_ __ _ _ x z and has been anchored to the floor above, or has been sufficiently braced to prevent I 1 -1- � �- 1 u c I Cn damage by the backfill. Such bracing is not required for walls supporting less than 4 feet 2'-o"X2'-011X1'-0" - Cn' - POST RIDGE BEAMS _ TWO w o a- :E_ 1 I I '-2" L 1 " ¢ _ ❑ z 2 of unbalanced backfill. R405.1 Foundation Drainage. A drainage system is not required 2'-8" <-? 2'-011X2'-0"Xi'-0" - P.C. FOOTIN 2 0 ABOVE SOLID TO 3"DIA. _N SEPARATE I oo LU a a - g g y q O P.C. FOOTING c=n r 3 STEEL COLUMNS ON FOOTINGS I r im- when the foundation is installed on well-drained ground or sandgravel mixture soils _ 1 � - , POST RIDGE BEAMS d a 2'-8"X2'-811x1'-4° I • I 1 I= N ~ Z CO w according to the Unified Soil Classification System, Group I Soils, as detailed in Table r O r LL ABOVE SOLID TO 3" DIA. P.C. FOOTINGS ZONE ~ o ° v=i R405.1. Other soils require require drains in conformance with R 405.1 around all 1 • STEEL COLUMNS ON - J AIH I 1 o - ¢ concrete or masonry foundations that retain earth and enclose habitable or usable spaces 00 c? r- -, 00 �N I r N I I o, L - J 2'-8"X2'-811X1'-41' o located below grade. X �� 2 8�• �� P.C. FOOTINGS 2'-8 ? O co I Q I N 3"STEEL COL.TO M �F--ter ONE#3 I 1 co N 1 1 T 2'-0"X2'-0"X1'-o" o ;° A/H 1 1 R406.1 Foundation dampproofing. Except where required to be waterproofed by Section o) P.C.FOOTING I N o @) I I ¢ n R406.1&2, foundation walls that retain earth and enclose habitable or usable spaces bD 11 6'- 1/2" 01 r Lo to a located below grade shall be dampproofed from the top of the footing to the finished grade (2) 1 3/4 X 9-1/4 FLUSH LVL r N O - - - - - r � m ; by applying one of the listed dampproofing or waterproofing materials listed in Section I Q .0 � o K AN R IL W ¢ ( I R406 .In areas where a high water table or other severe soil-water conditions are known io 4'-2" 6>I UF 1 PI E IES M r Z r I ( to exist, exterior foundation walls that retain earth and enclose habitable or usable spaces J 1 - - `Y' JAK A4 D K RAS N w I located below grade shall be waterproofed as per R406.2 ¢ I � } a, o . p o W m r D 5/8"BOLT FOR 5/8' BOLT FOR I ¢ R407 Steel columns.All surfaces (inside and outside) of steel columns shall be given a - - - SILL THIS SIDE - - - - - - - 11 - 5 UJ r- - - - a o 5/8 BOLT FOR SHEARWALL HO DOWN ABOVE BEAM 1 1- ' Jill shop coat of rust-inhibitive paint, except for corrosion-resistant and coated steel. CO 18" 2" 4'-2" 10'-6" 6' 6" 1 I SHEARWALL �r HOLDOWN ABOV o ¢ Approved manufactured corrosion-resistant, coated steel columns with to bearing late o � POCKET pp p g p W_ m I I HOLDOWN ABOVE o ¢ I I shall be bolted to the girder and the bottom with any adjustable threads on bearing plate i'- Z 5!8"BOLT FOR I L- - - - - - '-- - - - - - - - - - - - - - - - - - - (3) 1-3/4"X11-7/8"2.OE LVL 1 I p. D p 1 I BEAM embeded in the concrete slab. 00 W a HOLDOWN ABOVE Cp p p D P p - - - _ _ POCKET m � � I ( m �� �� - - - - - - 5/8"ANCHOR BOLTS 36"O.C. - - - - - - - - O co 2 $ , I v I - ( i" ALL FOOTINGS ARE TO BE DUG INTO STABLE UNEXCAVATED, VIRGIN SOIL. = O 1 8" 1 20'_8" I 28'-8" UO 1011, 11'-4" O 10" I 19 ASSUMED SOIL BEARING OF 2,000 POUNDS PER SQUARE FOOT APPLIES TO Z _ ;° C° r THE FOLLOWING CLASSES OF SOIL MATERIAL ONLY:GW,GP,SW,SP,SC,GM,GC. 0 1 I U 1 .Q I 1 a 1 I I NOTIFY ARCHITECT IF SITE CONDITIONS VARY FROM ASSUMED CONDITION W 1 I UNEXCAVATED o f 1 � - I Q I N OR GROUND WATER IS PRESENT DURING EXCAVATION. X Cn � I 1 M I 1 JPT2-2X10 PPT 2-2X10 PPT �" - I I BEAM -' ( 1 0 `� � 1 1 411 THICK 3,500 PSI AIR ENTRAINED P.C. I �- _ _ _ _ _ = q = POCKET Nx m SLAB ON SAND BASE OR SUBGRADE J L- - - - - - - -*- -ZXz WITH 6X610/10WELEDWIREMESH, N m - - - - - - - - - - - - - - v o °' .. .D.. DV . i+� O I I PITCH SLAB TO OVERHEAD DOORS I L�' z � I I o - - - - - - - - - - - -8" T-6 3/4" T-7" 6'-11 3/4" U I I g 5/8 BOLT FOR SHEARWALL m t- m 1 1 Z 1 1 0 bo HOLDOWN ABOVE ~ Zw I ( ¢ o r 1 1 11 � 22' 0" in I I M 28'-8" 13-0 d w 1 Iq M JOIST HANGER TO PPT LEDGER BOLTED TO d a I I 1 I o STRUCTURAL RIM BOARD WITH 1/2" DIA. GALV. LAG A M M O I - ( 1 1 o BOLTS &WASHERS 16" O.C, STAGGER VERTICAL 6.5" MIN. WIDTH FOR TRIPLE Fw 1 a I (2)#4 REBAR IN STEM ( 1 F- 4X4 PPT POSTS WITH"SIMPSON"PA4 COL CAP to 1/2"ANCHOR PLY LVL GIRDER - SEE PLAN WALLS INTO FOOTING I I BOLT IN 12"MIN DIA. P.C. PIER ON UNEXCAVATED SOIL o (3 LOCATIONS) - 1 = DECK POCKET I - - - - - - - - - - - - 1 L) W = - 61/2" DEEP � - 1"- - - - - - - - - - - - - - - - - a lL O T N LVL POCKET If 1 11 r W 00 Q v _ M 101/2" DEEP T 10 22'-0" W CC cc W LU co -- AIR SPACE 97/2" o Q W Q 0 3" MINIMUM BEARING STEEL OR SOLID SLATE SHIMS R502.6 BP2 TWO PLY BEAM POCKET BP3 THREE PLY BEAM POCKET 6ric. Nicosia ANCHOR BOLTS TO BE CORNER POST ABOVE \ - WITHIN 611-12"OF SILL PLATE HDU4 SHEAR \y ENDS OR SPLICES 3"CENTERLINE ATN WALL HOLDOWN r F-CO(A*T6112--foo NFLHITU-T 6" N INTERIOR BOLTS _ BAND 9 P.O. BOX 879 Rocky Point, N.Y. 11777 y '- - SIMPSON CNW 5/811 COUPLER Telephone: (631) 928-4456 Fax: (631) 849-4753 co > I NUT(DOUBLE NUT} E-Mail: architect@optonline.net 71 EDE • SILL N Q QQ SLOTED SQUARE _ r ITO 5/8"ASTM 307 GRADE 60 D. 1 6"TO BOLT WASHER _ 1 3/ I CENTERLINE � (tE�iARO' i 5500 HAYE5YVATER RD THREADED L ANCHOR BOLTS 2 00 5/8"ASTM 307 GRADE 60 CENTERLINE TO BOLT EDGE �' �o o��i AT 36"O.C.WITH NUTS AND Q THREADED L HOLDOWN BOLT. 3"X3"X 1/2"SLOTED SQUARE 2"TO CORNER 4 � � '¢ "'�" @NASSAU POINT SOUTHOLD, N.Y. WASHERS{SIMPSON LBPS1/2. BOLT EDGE 13/4" SEE FOUNDATION PLAN FOUNDATION WALL FOUNDATION WALL '� FOUNDATION PLAN 4 DETAIL5 R403.1 5/8" ANCHOR BOLT 48" O.C. R403.1 X CORNER BOLTS R403.1 X SHEAR WALL HOEDOWN BOLTS I �y � 57 +�� Job#: 12210 Scale: l/4"=1'-0" Date 4/3/13 By: E.N. Rev: PLAN REFERENCE NOTES R309 Garage opening protection and separation required to be as noted and in conformance with R309 A Garage floor surfaces shall be sloped to facilitate the movement of liquids to drain toward the main 5 vehicle entry doorway. SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS R310.1 Emergency escape and rescue required. Basements with habitable space and every sleeping 63'-8" 70, room shall have at least one operable emergency and rescue opening. Where emergency escape and rescue openings are provided they shall have a sill height of not more than 61'-0" 44 inches(1118 mm)above the floor. 5 1/2" 8'-1" 3 1/2" 2'-0 3/4" 5'-1" 5'-1" 2'-0 3/4"1/2" 4'-6 1/2" T-5 1/4" 5'-4" 5'-4" 1'-11 1/4" 3 1/2" 6'-0 1/2" 6'-0 1/2" 5 1/2" R3t0.1.1 Minimum opening area.All emergency escape and rescue openings shall have a minimum net POL- clear opening of 5.7 square feet(0.530 m2). B U STONE LANDING AND STEPS TO PikTI0 Exception:Grade floor openings shall have a minimum net clear opening of 5 square feet(0.465 m2). 2'-8" R310.1.2 Minimum opening height.The minimum net clear opening height shall be 24 inches(610 mm). NO ST PTO NOS EP TO R310.1.3 Minimum opening width.The minimum net clear opening width shall be 20 inches(508 mm). TEMPS E N IN T M ERED TEMP R D AN IN T M EKED R310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from the GLAS L SS GL SS GL SS inside of the room without the use of keys,tools or special knowledge. 8310.2 Window wells.The minimum horizontal area of the window well shall be 9 square feet(0.9 m2), W 7 D11 W 7 [WO]3 W 7 D11 W 7 W06 with a minimum horizontal projection and width of 36 inches(914 mm).The area of the window well shall allow the emergency escape and rescue opening to be fully opened. ------ JI N r Exception:The ladder or steps required by Section R310.2.1 shall be permitted to encroach a maximum u� ZON 1 `n ° 9'CEILING � Z I o DW N to of 6 inches(152 mm)into the required dimensions of the window well. HEA MP - o D02 WOOD FLOOR FINAL, INSTALLED STAIRWAYS,HANDRAILS,GUARDS SHALL BE INSTALLED IN FULL co KITCHEN 9' CEILING COMFORMANCE WITH THIER RESPECTIVE CODE SECTIONS.ARCHITECT IS NOT RESPONSIBLE iv TILE FLOOR M WOOD FLOOR FOR THESE INSTALLATIONS. TEMPERED �, MAST Dos MASTER BDRM GLASS I— R314 Stairways shall not be less than 36 inches in clear width at all points above the permitted handrail �' BATH CATHEDRAL CEILING BEDROOM �, height and below the required headroom height.Handrails shall not project more than 4.5 inches on either 4 ' 5 1/2" 8'-1" 31/21, WOOD FLOOR 5 1/2" 24'-7" 3 1/2" 12'-1" � 5 1/2" side of the stairway and the minimum clear width of the stairway at and below the handrail height, _ including treads and landings,shall not be less than 31.5 inches where a handrail is installed on one side `0 DINING co EGRESS and 27 inches where handrails are provided on both sides.The maximum riser height shall 8.25"and the EGRESS i� I Q q WELL minimum tread depth shall be 9"in conformance with 8314.2. Minimum headroom V-8".All stairs shall be WELL o - `E° BELOW provided with illuminationin accordance with Section R303.4. Enclosed accessible space under stairs shall o BELOW V RIFY ITCHEN LA UT N o WOOD FLOOR have walls, under stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. N WU6 61/2" 2'-0" 3' 4" 3'-2" 16' 0" N R315.1 Handrails having minimum and maximum heights of 34 inches and 38 inches, respectively, r measured vertically from the nosing of the treads shall be provided on at least one side of stairways.All o'' required handrails shall be continuous the full length of the stairs with two or more risers from a point _ D03 D09 LOS ETA a D05 U— — = directly above the top riser of a flight to a point directly above the lowest riser of the flight.Ends shall be r- II aa I r returned or shall terminate in newel posts or safety terminals.Handrails adjacent to a wall shall have a N -1OUTDOOR CD � J _— — N space ofnot less than 1.5 inches(38mm)between thewall and the handrail.The handgrip portion of a - � handrails shall have a circular cross section of 1-1/4 inches minimum to 2-5/8 inches maximum. Edge Z Q SHOWER i� N N T radius of 1/8". O r �- M M N _ Lu r p D03 o M o ZONE#2 R316.1 Guards are to be minimum 36 inches(914mm)in height.Open sides of stairs with a total rise of X = Z `t N HEAT PUMP more than 30 inches above the floor or grade below shall have guards(each side)not less than 34 inches 0 < 9' CEILING Q07 M 11� co Mr 00 in height measured vertically from the nosing of the treads. (Second story guards are recomended to be w 0 TILE FLOOR M M co z = higher.) TILE FLOOR Z LAUNDRY - 0° -� > D03 °P R317.1 Single and multiple-station smoke alarms shall be installed in each sleeping room,outside of each 0 Q 5 N � _ � BATH o separate sleeping area in the immediate vicinity of the bedrooms,on each additional story of the dwelling, 2 *- 50 CFM CATHEDRAL CEILING m r- p p g y ry g U) XO �; co I I 2'-3" 9' CEILING W04 including basements.The alarm devices shall be interconnected in such a manner that the actuation of 00 LIVING one alarm will activate all of the alarms in the individual unit.The alarm shall be clearly audible in all = z z 5 1/2" 12'-81/2" �3 1/2" 2' 3 1/2" 3'-9" : 3 1/2"'-10" — — — � T P Z Y WOOD FLOOR , 1 bedrooms over background noise levels with all intervening doors closed.All smoke alarms shall be listed X v0 O DOS 7 z ( N o ASS and installed in accordance with the provisions of this code and the household firewarning equipment cc Z o D W d WOOD W _ iv provisions of NFPA72. >- o g NO STEP TO FLOOR: ¢ - pC w Q LANDING �n N m 00 O - ZONE#3 R807.1 Attic access.An attic access opening shall be provided to attic areas that exceed 30 square feet Q o co CLOS HEAT PUMP and have a vertical height of 30 inches or greater.The rough-framed opening shall not be less than 22 N z � HA D AI 3'-8 1/2" D01'-1' 6'-8 1/2"CM inches by30 inches and shall be located in a hallway or other readily accessible location.A 30-inch Z � - o minimum unobstructed headroom in the attic space shall be provided at some point above the access -� DN D05 9 D05 D05 D09 U W07 Zh VV to , opening.See Section M1305.1.3 for access requirements where mechanical equipmentis located in attics. Q W N L 2 v a. HADF CO AIL CV) R808.1 Combustible insulation shall be separated a minimum of 3 inches from recessed lighting fixtures, Qco Z W06 fanmotors and other heat-producing devices or separated in accordance with the conditions stipulated in D = 28-9 the fixtures listing. Recessed lighting installed in the building thermal envelope shall meet the Q 5/8"TSUM BOARD ON WALLS,CEILING rn WITH 1/2"MIN. TYPE X GYPSUM BOARD ON INSIDE -M In MGM CP requirements of Section N1101.3. FACE OF HOUSE WALL ADJOINING GARAGE. - m U.L.3/4 HOUR, N 9' CEILING *- SELF CLOSING u� - FIRE DOOR D10 WOOD FLOOR r w 6 w s BEDROOM,; 3 1/2" 21'-5" 3 1/2' 28'-8" 5 1/2" 12'-1" r 51/2" 0 5/4"x 4"MAHOGANY DECKING _ 4"THICK 3,500 PSI AIR ENTRAINED P.C. COVERED PORCH co t` SLAB ON SAND BASE OR SUBGRADE 6'- 3/16" T-613/4" 7' 7" 6-1 3/4" WITH 6X610/10 WELED WIRE MESH, WIND BORNE DEBRIS PROTECTION REQUIRED PITCH SLAB TO OVERHEAD DOORS -N - R301.2.1.2 Protection of openings. Windows in buildings located in windborne debris C, GARAGE J 6 regions shall have glazed openings protected from windborne debris or the building shall be 6 - - designed as a partially enclosed building in accordance with ASCE 7. Glazed opening N Z TZ A W)6 protection for windborne debris shall meet the requirements of the Large Missile Test of an "o MAHOGANY STEPS approved impact resisting standard or ASTM E 1996 and ASTM E 1886 referenced therein. _ _ _ I- TO RADE 5 3'-0 1/2" 7'-3 3/8" T-6 7/8" T-2 13/16" 3'-6 7/16" 6-6" 10. 6'-6" Exception: Wood structural panels with a minimum of 7/16 inch (11 mm) and a maximum span of 8 feet (2438 mm) shall be permitted for opening protection in one- and two-story 5/16" 28'-711/16" 13'-0" buildings. Panels shall be precut so that they shall be attached to the framing surrounding T o the opening containing the product with the glazed opening. Panels shall be secured with r 22'-0" I 41'-8" the attachment hardware provided. Attachments shall be designed to resist the component and cladding loads determined in accordance with Table R301.2(2). Attachment in (3) 12"DIA DORIC STYLE FIBERGLASS LOAD BEARING accordance with Table R301.2.1.2 is permitted for buildings with a mean roof height of 33 = COLUMNS.COILED STRAP HOLDOWN FROM PORCH MASTER BEDROOM:228 SOFT feet (10 058 mm) or less where wind speeds do not exceed 130 miles per hour (58 m/s). N I I U HEADER THROUGH COLUMN TO PORCH GIRDER 8% LIGHT AND 4%VENT REQUIRED= 118.24/9.12 SQFT W LIGHT AND VENT PROVIDED: 63.26/47.'37 SOFT T ) TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR 0U_ 0 ILO BEDROOM 2: 148 SOFT WOOD STRUCTURAL PANELSa, b, c, d D12 D12 O m DIRECT VENTING U.L. LISTED MANUFACTURED FIREPLACE. 00 < INSTALLED IN CONFORMANCE WITH PRODUCT LISTING. 8%LIGHT AND 4%VENT REQUIRED= 11.84/5.92 SOFT FASTENER TYPE FASTENER SPACING (inches) W Er Cr LIGHT AND VENT PROVIDED: 22.50/12.56 SOFT 2'-0" 8'4" 2'-0" 8'-0" 2'-0" 0W DECORATIVE STONE HEARTH AND SURROUND. Z 0 WOOD MANTEL.CLEARANCE PER FIREPLACE U.L. LISTING Panel span £4 feet 4 feet < panel span £ 6 feet 6 feet < panel span £8 feet 22'-0" W W No. 6 Screws 16" 12" 9" }-. 0 PROVIDE WHOLE HOUSE VACUUM SYSTEM BEDROOM 2: 154 SOFT „ X 0 O 8% LIGHT AND 4%VENT REQUIRED= 12.32/6.16 SOFT No. 8 Screws 16 16 12 W Q LIGHT AND VENT PROVIDED: 22.50/12.56 SOFT Fasteners shall be installed at opposing ends of the wood structural panel. Fasteners shall LIVING/DINING: 682 SOFT be located a minimum of 1 inch from the edge of the panel. Fasteners shall be long enough 8% LIGHT AND 4%VENT REQUIRED= 54.56/27.28 SOFT to penetrate through the exterior wall covering and a minimum of 11/4 inches into wood wall LIGHT AND VENT PROVIDED: 110/84.40 SQFT framing . WINDOW SCHEDULE DOOR SCHEDULE NU BER LABEL QTY FLOOR WIDTH HEIGH EGRES TEMPERED DESCRIPTION MANU ACTURER COMMENTS �~ Ni NUMBER 111111111111111011 QTY FLOOR SIZE DIMENSIONS DESCRIPTION COM ENTS WO 2818LS 1 0 32 " 20 " LEFT SLIDING -WHITE VINYL 6ric cosia a D01 1 1 1468 L IN 16"X80"X1 3/8" LIN HINGED DOOR P09 -COLOR-WHITE WO TW2036 4 2 25 5/8" 4411 400 SERIES TILTWASH WHITE, LOW E ANDERSEN DORMER WINDOW D02 1 1 2068 L IN 24"X80"X1 3/8" L IN HINGED DOOR P09 WO TW210210-2 1 1 71 1/4" 36 7/8" 400 SERIES TILTWASH WHITE LOW E ANDS SEN MULLED UNIT- DP SO MULLION t nn D03 3 1 2668 L IN 30"X80"X1 3/8" L IN HINGED DOOR P09 WO TW21042 2 1 35 5/8 " 52 7/8" YES 400 SERIES TILTWASH WHITE LOW E ANDERSEN TEMPERED GLASS FZ-06qI$TLFCV AF4H1*TeCT D05 5 1 2668 R IN 30"X80"X1 3/8" R IN HINGED DOOR P09 WO TW21052 2 0 35 5/8 " 64 7/8" YES 400 SERIES TILTWASH WHITE LOW E ANDS 3SEN BASEMENT EGRESS WINDOWS D06 1 1 2868 R EX 32"X80"X1 3/8" R EX EXT. HINGED DOOR P09 WO TW21052 8 1 35 5/8" 64 7/8" YES 400 SERIES TILTWASH WHITE LOW E ANDS ISEN P.O. BOX 879 Rocky Point, N.Y. 11777 D07 2 1 2868 R IN 32"X80"X1 3/8" R IN HINGED DOOR P09 W0 TW24052 5 1 29 5/8" 64 7/8" YES 400 SERIES TILTWASH WHITE LOW E ANDERSEN TEMPERED GLASS Telephone: (631) 928-4456 Fax: (631) 849-4753 D08 1 1 3068 R EX 36"X80"X1 3/4" R EX EXT. HINGED DOOR E20 - COLOR-WHITE D09 2 1 5068 IN 2 30"X80"X1 3/8" IN DOUBLE HINGED DOOR P09 E-Mail:architect@optonline.net D10 1 1 566 ILEX 66"X82 80"1/8"X1 /8" LEX EXT. HINGED DOOR El 5OR MI MUM COMPONENTS/CLADDING, DOOR, WINDOW AND MULLION DESIGN PRESSURE RATINGS= DP30 D11 �2E 1 6068 EX 2 36 X80 X1 3/4 EX EXT. DOUBLE HINGED-GLASS W1 DOWS ARE SHOWN AS ANDERSEN WHITE 400 SERIES TILTWASH WITH LOW E GLAZING +VEDA D12 1 8080 R 96"X96"X1 3/4" R 8'X8' GARAGE DOOR TOB SELECTED. WITH OPENER SC EENS AND SNAP IN WHITE GRILLS.(UPPER SASH) 21/2" COLONIAL CASINGS PAINTED. ' �c Nlca Obi ��00 H,�Y 5Y �� VE IFY ALL QUANTITIES, ROUGH OPENINGS, MULLIONS, TEMPERED GLASS LOCATIONS BEFORE ORDERING WINDOW /DOORS AND BEFORE FRAMING OPENINGS. @ NASSAU POINT SOUTHOLD, N.Y. WIN DOW TW21052 EXCEEDS A CLEAR OPEN AREA OF 5.77 SQFT &20" MIN WIDTH &24" MIN HT. AS PER ANDERSEN DATA. F Ip G� FLOOR PLAN INTERIOR DOORS: SIX PANEL SOLID CORE WOOD. 2-1/2"COLONIAL CASING PAINTED. LEVER HARDWARE ak I`J It EXTERIOR DOORS:TO BE SELECTED. ENTRY HARDWARE LOCK& DEADBOLT JOb#: 12210 Scale: 1/4"=1'-0" EXTERIOR PATIO DOORS: ANDERSEN WHITE FRENCHWOOD OUTSWING. SCREEN DOORS. STD HARDWARE. "' 57 p GARAGE DOORS TO BE SELECTED. DP 30 MIN Date 4/3/13 BY: E.N. Rev: -� A TYPE II PREFORATED SHEAR WALL 5 SHEARWALL LENGTH REQUIRE _:8.0' 8„ EFFECTIVE LENGTH PROVIDED: 28.0' FRAMING NOTES 61'_0" ALL FRAMING LUMBER TO BE DOUGLAS FIR-LARCH #2. PRESSURE PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE#2. 5 1/2" 8'-1" 3 1/2" 2'-0 3/4" 5'-1" 5'-1" 2'-0 3/4"1/2" 4'-61/2" T-5 1/4" 5'-4" 5'-4" 1'-11 1/4" 3 1 J2" 6'-0 1/2" 6-01/2" 5 1/2" 10 10 10 TYPICAL HEADER SIZE IS TO BE 2-2X10 MINIMUM UNLESS NOTED 2'-8" NO HOLES ALOWED IN LVLS OR ANY HEADER/GIRDER. NOTCHING AND HDU4 HDU4 BORING OF SOLID SAWN JOISTS ARE TO BE IN CONFORMANCE WITH AF& SHEARWALL SHEARWALL PA WFCM. HOEDOWN HOEDOWN w 7 D11 w 7 3-2x10 wo3 w 7 D11 w 7 wos DOUBLE FJ UNDER TUBS, HEARTHS AND AT FRAMING OPENINGS. SOLID 41 BLOCKING UNDER NON LOAD BEARING PARTITIONS] JOISTS TO N 3-2x10 3-2x10 � 2x10 0 3-2x10 3-2x10 x10 3-2x10 N CONFORM TO MANUFACTURERS I NSTRUCTIONS. T I , T u TEO O 6n � O �„() O N Ln 9' CEILING °W JOISTS/RAFTERS SHALL BE LOCATED DIRECTLY OVER TOP PLATES. q Do2 ASTER BDRM � � KITCHEN M 9' CEILING SOLID BLOCKING/SOLID WEB STIFFINERS AT ALL SUPPORTS. DIAPHRAM J N BLOCKING AS INDICATED. NAILERS FOR GYPSUM BOARD CEILINGS AS a MAST D05 I_ 1-14 BATH CATHEDRAL CEILING U AnDO3 BEDROOM �, REQUIRED. FIRE/DRAFTSTOP CHASES AND PORCHS. 51/2" 8CIA '-1" 3 1/2" p UO p 14'-3 1/2" _ 51/2" 24'-7" O 12'-1 ' 5 1/2' LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS: 0.1 io - � �, ° M E=2,000,000 psi, Fb= 2800 psi, Fv=285 psi F— T DINING occ cli p o � o�o C ( N o LVLS TO HAVE MINIMUM OF 3" BEARING. NO HOLES ALLOWED IN LVLS. u w o �t o o0 m X N x N " DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER � N a 61N2" 2'-0" 3'4" 3'-2" 16'-0" �rWITH A MINIMUM OF 2 ROWS OF 16d NAILS 12" O.C., 3 ROWS OF 16d NAILS } F — —D09 M 12" O.C. FOR 14"-18" MEMBERS. SEE MANUFACTUTRERS INSTRUCTIONS J LOSET 0 D05 FOR BOLTING OF FOUR MEMBER AND FASTENING OF SIDE LOADED E O N �/ �Q o� ^ + �� L - - r MULTI-PLY BEAMS. r — t�2 N ���CC"� I �� 1/\1 2-2 8 CJ N N ��� T° "4 E- D��'�Q� N �? CONNECT JOISTS TO FLUSH HEADERS GIRDERS STEEL FRAMING r� C.J. BEARING W L 2-2 10 'Q c� (3) 1-3/4"X 18"2.0E RR BEARING BEAM U = C? N !6! J c6 ' D 3 - - - - O - o ; o a ^ "' HANGERS, AS PER MANUFACTURERS INSTRUCTIONS. � w o 3-2X6 RIDGE POST TO 1 1- � 3 o HDU4 9' CEILING Dol I (3) -3/4"X 9-1/4"LVL M �- Q= M ti+� o� -I a -> SEE LOAD PATH/SECTION SHEET FOR ADDITIONAL ROOF STRAPS, HOLDOWN ? � FLUSH HEADER O o cn cc cc HEADER AND SILL STRAPS HOLDOWNS, SHEAR WALLS, ETC. O G O z w0 N (3) 1-3/4 X 18 2.0E LVL RIDGE BEAM M '< (3) 1-3/4"X 18"LVL RIDGE o = LAUNDRY °o i - , M I- - N a r °° ^I 03 - - - CO w F- _ 2X10 RR 16"oc N �, o NAILING SCHEDULE - MINS. AF&PA WFCM REFERENCE r 2X4 CT 16"oc : T I I I I CATHEDRAL CEILING I 1 I r w z LIVI G 2'-3" 9' CEILING woo o J � NOT INCLUDING UPLIFT& HOLDOWN CONNECTIONS. 1/2" 0 12'-8 1/2" -3 1/2"1 2' 3 1/2" T-9" : 31/2"'-10" - - cwC Q w I 2-2X10 A T °- LOCATION Common Nails - #NAILS NAIL SPACING ' I _ o 7 � — _ _ — — r r M N o I X - 2-2;X10 I I 2 2Xio I I 2-2X10 1 O I o o I tf) cv a w I I M :01 w ROOF/CEILING: o T I Roofing Shingles 6 roofing nails per shingle co � I I CC CLOS - I T I I I 3'-81/2" D01'-1' 6'-81/2"N g 9 � � � � CC � Structural Sheathing- Interior Zone 8d 6" o.c edge, 12" o.c. fiel 00 DN D05 D05 I o 0 1 I o o I 10 o I 1 o Dos Dog _ Structural Sheathing- 4' Perimiter Zone 8d 6" o.c edge, 12" o.c. field wo7 x - r @ I X x x x x x N X O. 120 mph - Sheathing- 4' Perimiter Zone 8d 6" ox edge, 6" o.c. field "' " 2-2x10 N N N N I N N I I N ccc c o Sheathing @ Flush and Flying gables 8d 6" ox edge, 6" o.c. field I I U I M V I I I 28,g„ I I I x 1 O p wos 120 mph - @ Flush and Flying gables 8d 4" ox edge, 4" o.c. field N M N w - r A Rafter/Top Plate (toe-nailed) 3-8d per rafter HDU4 CIO J co co SHEAR ALL N T_ Irl-r Ceiling Joist/Top Plate (toe-nailed) 3-8d per joist J N HOLD N BALLOON FRAME ROOF BEARING WALL N V Ceiling Joist/Parallel Rafter (face nailed) 3-16d each lap if CJ not on top plate I I 1 i i �- I o 0 9 CEILING ig- LID 3-2x10 3- 10 3-2x10 �/ 3-2x4'0 X X T _ Q Ceiling Joist Lap at Partition (face-nailed) 3-16d each lap It a 0 HDU4 D10 N N Coller Tie to Rafter (face-nailed) 2-10d per tie 3-10d req @ 120 mph zones o HOEDOWN 6 w s HDU4 1�� BEDROOM T Blocking to Rafter (face-nailed) 2-8d each end N o SHEARWALL - ,� CIO Rim fascia )to Rafter end-nailed 2-16d each end M J o 3 1/2" 21t-5" 3 1/2' o_0 28'-8" 51/2" 12, 1 N 51/2" m Gypsum Board - Ceiling 5d cool 7"o.c. edge, 10"o.c. field w a Q r 2X8 RR 16"O.0 cO HDU4 Q s p cc e� 2X4 CT 16"OC U� COVERS PORCH � in HOLDO N O WALL: II _ Gypsum Board - Wall 5d cool 7 o.c. edge, 10 o.c. field (Y > u� 2X10 CJ 16"O.C. STRONG BACK AND LO 6'- 3/16" 'R_� T-6 3/4" T 7" 6'-1 3/4" z LO T_ CCC STRAP TIE TO RIDGE @ 16"O.C. 3-2X� FLAT O N 3-2X6 LAT ON (3) 1-3/4"X 11-7/8"2.0E Structural Sheathing- 8d 6" O.0 edge, 12"O.c. field °' o -2X11 HEADS 3-2X10 EADER LVL FLUSH HEADER _ U_ Top Plate to Top Plate (face-nailed) 2-16d per foot 2: w - - - — - - - - - - - Top Plat at intersections (face-nailed) 4-16d joints-each side Z z o s GARAGE 3-2x10 Stud To Stud (face-nailed) 2-16d 24" o.c. J � a N COILED STR P HOLDowNS Headers/Girders (face-nailed) 16d 16" o.c. along edges Q > LU N THRU COLO NS q HDU4 W s HDU4 Top/Bottom Plate to stud (end nail) 16d per stud I— a. oo A T SHEARWALL SHEARWALL w w _ _ _ _ _ _ _ _ _ ^ 5 HOLDOWN HOLDOWN Top/Bottom Plate to stud (toe-nailed) 2-10d per stud _ } - - J r Bottom Plate to Floor Joist/Rim 2-16d per foot w F" m I I I 3'-01/2" 7-3 3/8" 7'i6 7/8" r 7-213/16" 3'-6 7/16" 6'-6" 6'-6" FLOOR: z 5/16" 28-711/16 13 o ;101 Structural T&G Subfioor- glued & 8d 6" ox edge, 12" o.c.field. °CD= TYPE II PREFORATED SHEAR WALL TYPE II PREFORATED SHEAR WALL Joist to Sill/Plate/Girder (toe-nailed) 4-8d per joist o Bridging to Joist (toe-nailed) 2-8d each end r m22'_0" m 41'-8" Blocking to Joist (toe-nailed) 2-8d each end 1 ( SHEARWALL LENGTH REQUIREO:8.0' Blocking to Sill or Top Plate (toe-nailed) 3-16d each block CC CC EFFECTIVE LENGTH PROVIDED: 19.0'1 MASTER BEDROOM: 228 SQFT Ledger Strip To Beam (face-nailed) 3-16d each joist - FULL LENGTH PORTAL BEAM I F 1-3/4"X T 7/8" 2.0E LVL 8%LIGHT AND 4%VENT REQUIRED= 18.24/9.12 SQFT Joist on Ledger To Beam (toe-nailed) 3-8d per joist - - - 2X6 @ 16" O.C. DOUGLAS FIR#2 WALL FRAMING- 9' PLATE HEIGHT TYPICAL. LIGHT AND VENT PROVIDED: 63.26147.317 SQFT Band Joist to Joist (end-nailed) 3-16d per joist - - - - - - - - Band Joist to Sill/Plate (toe-nailed) 2-16d per foot Op12 1-3/4 X 6 LAMINATED STRAND LUMBER @ 16"O.C. AT BATHROOM LAUNDRY AND KITCHEN. BEDROOM 2: 148 SQFT D12 1'FLYING GABLES TYPICAL 8% LIGHT AND 4%VENT REQUIRED= 11.84/5.92 SQFT I-JOISTS IF APPLICABLE TO BE IN CONFORMANCE WITH MANUF. INSTRUCTIONS LIGHT AND VENT PROVIDED: 22.50/12.56 SQFT 2'-0" 8'4" 2'-0" 8'4" 2'4" p 0Z POWERED NAILERS: USE MANUFACTURERS COMMON NAIL EQUIVALENT 22'-0" WW w BEDROOM 2: 154 SQFT 2 X 8 X 4 W Q 8% LIGHT AND 4%VENT REQUIRED= 12.32/6.16 SQFT (3) SIMPSON SW 2 GARAGE PORTAL 2 X 8 X 4 ALES O LIGHT AND VENT PROVIDED: 22.50/12.56 SQFT LUU U 0 LIVING/DINING: 682 SQFT cc Q O 8% LIGHT AND 4%VENT REQUIRED= 54.56/27.28 SQFT X 00 LIGHT AND VENT PROVIDED: 110/84.40 SQFT W 11 T_ Q DOOR SCHEDULE WINDOW SCHEDULE NUMBER QTY FLOOR SIZE DIMENSIONS DESCRIPTION COMMENTS NUMBER LABEL QTY FLOOR WIDTH HEIGH EGRESS TEMPERED DESCRIPTION MANU ACTURER COMMENTS 1 1 1468 L IN 16"X80"X1 3/8" L IN HINGED DOOR P09 -COLOR-WHITE W01 T818LS 1 0 32 " 20 " LEFT SLIDING -WHITE VINYL eric N D01 W02 TW2036 4 2 25 5/8 " 44 " 400 SERIES TILTWASH WHITE LOW E ANDS SEN DORMER WINDOW D02 1 1 2068 L IN 241IX80"X1 3/8" L IN HINGED DOOR P09 W03 TW210210-2 1 1 71 1/4" 36 7/8" 400 SERIES TILTWASH WHITE LOW E ANDE SEN MULLED UNIT - DP 30 MULLION D03 3 1 2668 L IN 30"X80"Xi 3/8" L IN HINGED DOOR P09 W04 TW21042 2 1 35 5/8 " 52 7/8" YES 400 SERIES TILTWASH WHITE LOW E ANDE SEN TEMPERED GLASSt n D05 5 1 2668 R IN 30"X80"X1 3/8" R IN HINGED DOOR P09 W05 TW21052 2 0 35 5/8" 64 7/8 " YES 400 SERIES TILTWASH,WHITE, LOW E ANDE SEN BASEMENT EGRESS WINDOWS R ��STRV!/ WCHITeCT D06 1 1 2868 R EX 32"X80"X1 3/8" R EX EXT. HINGED DOOR P09 W06 TW21052 8 1 35 5/8 " 64 7/8" YES 400 SERIES TILTWASH,WHITE, LOW E ANDE SEN D07 2 1 2868 R IN 32"X80"X1 3/8" R IN HINGED DOOR P09 W07 TW24052 5 1 29 5/8" 64 7/8" YES 400 SERIES TILTWASH WHITE LOW E ANDE SEN TEMPERED GLASS P.O. BOX 879 Rocky Point, N.Y. 11777 D08 1 1 3068 R EX 36"X80"X1 3/4" R EX EXT. HINGED DOOR E20 - COLOR-WHITE Telephone: (631) 928-4456 Fax: (631) 849-4753 D09 2 1 5068 IN 2 30"X80"X1 3/8" IN DOUBLE HINGED DOOR P09 MINIMUM COMPONENTS/CLADDING, DOOR, WINDOW AND MULLION DESIGN PRESSURE RATINGS= DP30 E-Mail: architect@optonline.net D10 1 1 56610 L EX 66"X82 1/8"X1 3/8" L EX EXT. HINGED DOOR E15 WINDOWS ARE SHOWN AS ANDERSEN WHITE 400 SERIES TILTWASH WITH LOW E GLAZING D11 2 1 6068 EX 2 36"X80"X1 3/4" EX EXT. DOUBLE HINGED-GLASS >itl~D A 8080 R 96"X96"X1 3/4" R 8'X8'GARAGE DOOR TO B SELECTED. WITH OPENER SCREENS AND SNAP IN WHITE GRILLS.(UPPER SASH) 2 1/2" COLONIAL CASINGS PAINTED. VERIFY ALL QUANTITIES, ROUGH OPENINGS, MULLIONS, TEMPERED GLASS LOCATIONS BEFORE ORDERING WINDOW D12 2 1 /DOORS AND BEFORE FRAMING OPENINGS. O~� �c Nic© �r, 3500 HAYF55Y4ATER RD WINDOW TW21052 EXCEEDS A CLEAR OPEN AREA OF 5.77 SQFT&20" MIN WIDTH & 24" MIN HT. AS PER ANDERSEN DATA. to @NASSAU POINT SOUTHOLD, N.Y. INTERIOR DOORS: SIX PANEL SOLID CORE WOOD. 2-1/2"COLONIAL CASING PAINTED. LEVER HARDWARE , "` NkLL / FRAMING PLAN EXTERIOR DOORS:TO BE SELECTED. ENTRY HARDWARE LOCK& DEADBOLT EXTERIOR PATIO DOORS:ANDERSEN WHITE FRENCHWOOD OUTSWING. SCREEN DOORS. STD HARDWARE.''` Job#: 12210 Scale: 1/4"=1�-011' ' GARAGE DOORS TO BE SELECTED. DP 30 MIN �� F s � -� Date 4/3/i 3 By: E.N. Rev: OUTLOOK/FLYING GABLES IF PROVIDED: ROOF RAFTERS TO 191-9" DOUBLE RR @ 16"O.C. VER NORTH BEDROOMS NAIL ROOF SHEATHING WITH 8D NAILS 4" O.C. RAFTERS AT RIDGE TO 4'-0" FROM GABLE END. USE HT7/RT7 is'-s° 3'-0° 13'-2" HOEDOWN AT 2X6 LADDER FRAMING 16" O.C. 4-8d COMMON NAILS IN EACH END OF 1-1/4 X20 Ga. STRAP 16 R-38 AT ALL CONTINUOUS RIDGE VENTS BALLOON FRAME ALL GABLE END WALLS FLAT CEILINGS O.0 OR 2X4 COLLAR TIES IN RR HOEDOWNS 16"O.C. OR BLOCK/BRACE GABLE ENDS TO 10' INTO UPPER 1/3 OF ROOF 16" O.C. TO LVL RIDGE BEAM TYPICAL CONSTRUCTION ASSEMBLIES CEILING DIAPHRAM 2-2X6 ON RR BEARING BEAM ROOF CONSTRUCTION: VENTILATION BAFFLES VENTILATION BAFFLES SHINGLES: 6 NAILS PER SHINGLE, 120 MPH ASPHALT ROOFING INSTALLATION IN ROOF RAFTERS TO STUDS CONFORMANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE RAFTER LENGTHS OR PORCH GIRDER _ _ CUT FROM 26' FLAT AT DORMER — WITH APPROVED UNDERLAYMENT, FLASHINGS, ACCESSORIES - � 4-8d COMMON NAILS IN EACH END CEILING HEIGHT „ CJ RR 12 - DORMERS OPEN TO N ICE SHIELD MEMBRANE AT VALLEYS AND EAVES OF 1-1/4 X20 Ga. STRAP - OR - VENTILATION BAFFLES USP RT10 OR SIMPSON LTS16 - 8 LIVING ROOM �, SHEATHING: 7/16" APA RATED PLYWOOD, 8d NAILS AS PER NAILING SCHEDULE. NAILS PER MANUFACTURER. CONNECT RAFTER TO PLATES NON BEARI G W11 4G ALUMINUM GUTTER AND LEADERS ON AZEK 2X6" FASCIA BOARDS AND PLATES TO STUDS WHERE VENTILATION BAFFLES WALL BE YOND WITH CONTINUOUS FULLY VENTED VINYL SOFFITS NOT ALIGINED BALLOON FRAME RR WALL CONSTRUCTION: SIDING INSTALLATION FOR 120 MPH WIND ZONE SEE UPLIFT BEARING PARTITION PERFECTION SHINGLE VINYL SIDING PANELS ON TAPED TYVEK WITH JOINT, DETAIL - - - - - - - T 8-1/2"HIGH DENSITY R-30 "' WINDOW & DOOR FLASHINGS ON 7/16"APA RATED STRUCTURAL SHEATHING ON 50 = VENTED BEADED 2X6 DOUGLAS FIR#2 WALL STUDS 16" O.C. INSULATION IN 2X10 RAFTER WITH + � PORCH PANEL WINDOW/DOOR HEADER STRAP AT ALL CONECTIONS @ 16" O.C. CONTINUOUS VAPOR BARRIER w EACH JACK STUD: 1-1/4" X 20 GA 0 FOR SLOPED CEILING SECTION N a WALUCEILING BOARD: 1/2" MIN. GYPSUM BOARD TAPED WITH 3 COATS SPACKLE. STRAP WITH (4) 8d NAILS EACH END U = BLOCKING AT MID HEIGHT AND USP MP417 OR SIMPSON LTP4 CD co r COILED STRAP HOLDOWN FROM HEADER THROUGH FIBERGLASS ol = R-19 INSULATION WITH w LOADBEARING COLUMN TO GIRDER BELOW PLATE AT SILL TO BAND JOIST. u- w l- CONTINUOUS VAPOR BARRIER > STUDS TO BAND JOIST ng. JOIST HANGERS @ 16" O.C. TO PPT LEDGER BOLTED TO STRUCTURAL AND FOUNDATION } MEMBRANE FLASHING OVER RIM JOIST 5/8" GALV. BOLTS @ 16" O.C. STAGGER VERTICAL 3/4"T&G PLYWOOD SUB-FLOOR ALUMINUM COUNTER FLASHING -,A 4-8d COMMON NAILS IN EACH END OF SCREW AND GLUE TO I-JOISTS JOIST HOLDOWNS @ 16" O.C. TO PPT GIRDER TO 4X4 PPT COLUMN WITH 1-1/4" X 20 Ga. STRAP 16" O.C., WRAP RIM BOA D SIMPSON GIRDER-COLUMN- FOOTING CONNECTION TO ANCHOR BOLT UNDER SILL AND NAIL HIGH DENSITY R-30 WITH WINTER I-JOIST BLOCKING STRUCTURAL !AIII FJ SEE UPLIFT WARM SIDE VAPOR BARRIER PANEL RIM BOARD SILL CONSTRUCTION: 2X6 PRESSURE PRESERVATIVLY TREATED SILL ON SILL SEAL $ ON TERMITE SHIELD ANCHOR BOLTS AND HOLDOWNS PER FOUNDATION PLAN. DETAIL 5/8" ANCHOR BOLTS 36" O.C. WITH POURED CONCRETE FOUNDATION WALLS ON CONTINUOUS, KEYED FOOTINGS - BOTTOM OF FOOTINGS HAND DUG INTO BEARING ON VIRGIN UNEXCAVATED SOIL. 3X3 SLOTED SQUARE WASHERS - w o = SEE FOUNDATION PLAN FOR WALUFOOTING SIZES AND REBAR/ANCHOR USP/SIMPSON LBPS 5/8" z BOLT INFORMATION. ASSUMED DRY SOILS -SEE PLAN NOTES w STRAFING TO BE GALVANIZED ASTM GRADE 33 MIN. 10"01 U) DAMPROOFING OR WATERPROOFING AS REQUIRED BY R406. a DD DRAINAGE SYSTEM IF REQUIRED BY SOIL CONDITIONS. HOUSE UPLIFT CONNECTIONS 4" P.C. SLAB ON VAPOR RETARDER ON COMPACTED SAND : P... 120 MPH WIND ZONE 1-711-11 n_, _ II ��1�_!ll��LIL��I REPEAT stall SECTION A CONNECTION A10 X 2'/2" GIRDER Strong-Drive SD screws to SCALE: 1/4" =1'-0" side of the beam as shown 5 " REScheck Software Version 4.4.3 /s Min.from bottom c' of beam to center o of lowest fastener _-----.____-----...__.. __ ------._ I I - Com-P-1-i-an-ce Certificate- Beam and u column by LEADER TO DRYWELL LEADER TO DRYWELL Project Title: 3500 Ha0 eswater Road Designer FULLY VENTED VINYL SOFFITS yl iEnergy Code_- _ -__'v_ IZp1New York Ener ConservatonConstruction Code CMST Strap double 2x ILo oa n Suffolk County,New York i Type: Sime Family _I I ,° minimum beam 1 ---------------- ----T------------ -------- �ConstructlonT Configuration { ICE SHIELD AT EAVES AND VALLEYS I Glazing Area Percentage: 1140% Installation I �___.__ _ 4_____._._.__- � I, 1 „ I ,pleating Degree Days: 5750 i ,y Minimum 3/a I 1 .. _ -. IICllmate Zone inside column I I __ _ ._..--- ._. _..__ _. _ _ I_ .____ 1 y ' , ;; diameter I I I 1 Construction Site; Owner/ ent: Desi ner/Contractor: I I Nassau Point Southold,NY Eric Nicosia, R.A. I r ONE PIE TRAP I I ?Im_.__.. _ .__ _________ __--___._� .__ P_.._-__.. _ ___,__-..._,. _ ... 1 w I I Com lance:9.0%8emr Than Code __. -Maximum UA-387 bass - 1 z ii I I ll�%Better or Worse 1 pan Code index reflects how close to&im liance the house Is based on code tradeoff riles. TOGIRDER o I 1 IIt DOES NOT provide an-estmate of energy use or coat relative to a minimum-code home. o I I ccul I� I> -------CONTINUOUS RIDGE VENTS- I T NON I ICeiiing 1: Flat Ceiling or Scissor Truss 1100 138.0 0.0 y33 PORCH BEAM TO GIRDER CONNECTION J I o I -------FUNCTIONAL I o 3 NON I DECORATIVE .. _.-- ---� CONTINUOUS RIDGE VENTS > Ceiling 2 Cathedral Ceiling(no attic) 974 130.0 0.0 33 FUNCTIONAL ------------------------------- GABLE VENTS- ?I tJu L DECORATIVE I DORMERS OPEN TO LIVING ROOM CEILING: ( Wall 1 Wood Frame, i 6"O.C. 1668 19 0 I0 0 1 COILED STRAP T H R U COLUMNS I GABLE VENTSO , TRUE VALLEYS 01 Zig 2X6 RR&CJ @ 16"O.C. I z Window 1:Wood Frame, Double Pane X173 _ 1 y0 300 X52 ON 2X6 STUDS @ 16"O.C. NO SCALE I ,/ I \\� I A , j 5 Door 1:Solid 1 / 1 \BOG /1\ /1\ ! W L _. _ i z 9 1 ;Door 2:Glass - _ __ 98 10.300 X29 _ _- 225 \\e�qT I I I f I I Wall 2:Wood Frame 16"o.c. 13 0 0.0 X18 _.__.1_....__-_____.ood 19.0 0 V...0 o f I I I I I I _1197 _-.__._ ._...__ (Floor 1-_All--Wood JoistlTrtiss,Oyer Unconditioned-$pace 2074 I I I I I I z , Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit wi application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to �o I a� _._ I I woe woz woz woz ❑I \ I - is listed in the REScheck Inspection Checklist. j 1 ' ///o I \\\ I Namely Title requirements _- ignature ,L C7 i ROOF CRICKET 1 / \ F_ w VENTED VINYL BEADED POOCH PANEL / z 1 \ 1 LL i ❑ I / �I \ I r°n I l / p I \ I I 1 > I ----------I--------- �/ °I I i ZI I� / - w 1 z I WHITE ALUMINUM GUTTERS AND LEADERS TO DRYWELLS ----L--- O I V l 1 -3 J 2X8 RR @ 16"O.C.DUMMY LAYOVER GABLF_, J Ir U_ I 1 I ❑ ❑ ❑ OR cc Ir Lu CIG Nicosia I I V, DUMMI(VENr J J J J VFLYING GABLES J F-E.06J$TeI7 �� A[zG1i ITMGT W TYPICAL W P.O. BOX 879 Rocky Point, N.Y. 11777 Telephone: (631) 928-4456 Fax: (631) 849-4753 E-Mail: architect@optonline.net WLu Lu 3300 HAYE5Y4ATER RD Nll �t�� ROOF/ DORMER PLAN @NASSAU POINT SOUTHOLD, N.Y. 5EGTION/ROOF/UFLIFT SCALE: 1/8" =1'-0" tt� �„ -p� s� �O� Job#: 12210 Scale: l/4"=1'-0" A_6 F Date L4/371 By: E.N. Rev: ELECTRICAL LIGHTING SCHEDULE NUMBER QTY FLOOR I DESCRIPTION COMMENTS E01 12 0 COMMON FLUSH MOUNT FIXTURES TO BE SELECTED GFc GFC E02 2 1 BOWL SCONCE TRIPLE E04 1 1 3 DOWN LIGHTS -- -, E06 7 1 PORCH LANTERN w I Fc,41 E09 11 1 COMMON FLUSH MOUNT o I 1 E10 2 1 CLASSIC PENDANT ° DW ' _ E13 18 1 1 RECESSED DOWN LIGHT 6 GFI !REScheck Software Version 4.4.3 _-_.. __. -.-- ---- inspection_ Checklist ® - FCI Energy Code: _. 2010 New York Energy Conservation Construction Code 'Location - LutfolkCounty New York f,. ELECTRICAL OUTLETS/CONNECTION/SWITCH SCHEDULE -- - _ _ YY Construction Type Single Family _ - - - - NUMBER QTY FLOOR DESCRIPTION COMMENTS _ ._ . . _ .Glazing Area Percentage i14/o _ GFCI {_ . __ _� . _ I E01 2 0 SIN Heating Degree Days 5750 __ _ _ I ° GF I i � � E02 3 0 SINGLE POLE Climate Zone 11-- CE E03 1 1 CLOTHES DRYER Ceilings: I E04 1 1 CLOTHES WASHER Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: sD E05 1 1 DISHWASHER Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation E06 1 1 GAS COOKTOP Comments: A E07 1 1 HOOD W/VENT Above-Grade walls: 3 E08 1 1 REFRIGERATOR Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation E09 40 1 DUPLEX Comments: E10 10 1 GFCI Wall 2:Wood Frame,16"o.c.,R-13.0 cavity insulation o so aR FC, E11 24 1 SINGLE POLE Comments: E12 6 1 THREE WAY Windows: 3DM 3 CE E13 5 11 THREE WAY DIMMER r Window 1:Wood Frame,Double Pane,U-factor:0.300 S �� (:::::3 For windows without labeled U-factors,describe features: ° ELECTRICAL SCHEDULE Vanes Frame Type Thermal Break?Yes_No_ %DM r ® NUMBER QTY FLOOR DESCRIPTION COMMENTS Comments: E01 1 0 ELECTRICAL PANEL Doors: E02 1 0 CO/SMOKE DETECTOR Door 1:Solid,U-factor:0.220 E03 1 0 SMOKE DETECTOR Comments: This door is exempt from the U-factor requirement. ® E04 2 1 CO/SMOKE DETECTOR Door 2:Glass,U-factor:0.300 34A E05 2 11 HEAT DETECTOR Comments: Q r E06 3 1 SMOKE DETECTOR Floors: I - - - - - _ E07 3 1 THERMOSTAT Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation -{ E08 2 1 EXHAUST Comments: I c I E09 1 1 DOOR CHIME Floor insulation is installed in permanent contact with the underside of the subfloor decking. o CD cw cc ( E 10 1 1 DOORBELL Air Leakage: Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air R309.6 Automatic garage door openers. Automatic garage door openers, if provided, shall be listed in leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. accordance with UL 325. F ] Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door fA jambs and framing. DN Electrical components, equipment and systems shall be accordance with the provisions of NFPA 70. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. PROVIDE ELECTRICAL UNDERWRITERS CERTIFICATE Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at ILL least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. LEVITON " D ECORA" OUTLETS AND SWITCH'S Wood-burning fireplaces have gasketed doors and outdoor combustion air. 19� COORDINATE HVAC EQUIPMENT CONNECTIONSAutomatic or gravity dampers are installed on all outdoor air intakes and exhausts. Fcl COORDINATE WHOLE HOUSE VACUUM CONNECTION Air Sealing and Insulation: Building envelope airtightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals 30 OR 2)the following items have been satisfied: IDIA Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. 3DM Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. Floors:Air barrier is installed at any exposed edge of insulation. Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. Corners,headers,narrow framing cavities,and rim joists are insulated. Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: '. Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. 30 Materials Identification and Installation: Z O Materials and equipment are installed in accordance with the manufacturer's installation instructions. _ _ _ _ _ _ _ _ _ _ - - - - _ � I I I I I I I 1 Materials and equipment are identified so that compliance can be determined. W W I I I I I 1 I I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. " Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. �- � r------------- ----- ------------_-----J 1-----! � ----------------- pw Q i r-----------------------------------------------------------------I Duct Insulation: # ZC/) I I I I Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at D I I I 1 least R-6. Duct Construction and Testing: I I I I Building framing cavities are not used as supply ducts. I FIRST FLOOR ELECTRICAL PLAN i I 1 All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes, mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled I I I ( i i BASEMENT according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts I I I SCALE: 1/4" =1'-0" I I I I have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. I I I I 1 Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to I I I prevent a hinge effect. I 1 I I Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). 1 Duct tightness test has been performed and meets one of the following test criteria: 1 ' I i I (- 1 I I _J I I I Postconstruction leakage to outdoors test:Less than or equal to 165.9 cfm(8 cfm per 100 f:2 of conditioned floor area). I I f Postconstruction total leakage test(including air handler enclosure):Less than or equal to 248.9 cfm(12 cfm per 100 112 of conditioned floor I ` __ L I I l �--' _J Postconstruction I area). -- I I �-� = I Rough-in total leakage test with air handler installed:Less than or equal to 124.4 cfm(6 cfm per 100 ft2 of conditioned floor area). - - - - - - - - _ - - -J I I l I I I I Rough-in total leakage test without air handler installed:Less than or equal to 83.0 cfm(4 cfm per 100 f:2 of conditioned floor area). -- __ i i I L_J I I I I C1 I I I I I Temperature Controls: Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system I I and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meetu 1 I U I I I 1 J Pthe heating bad. I L__ 111111 Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. I I I I - ® I t For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). li I ------------------------------- Circulating Service Hot Water Systems: VENTING TO BE IN CONFORMA i i ------------------------------- Circulating service hot water pipes are insulated to R-2. p y 3" MIN. VENTS THRU ROOF I I I j Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in 1 I WITH CHAPTER 31-VENTS I I I I I ( I CC o W I I I I I I aJ� I owl I I I I I I ¢Z I I (9 use. Heating and Cooling Piping Insulation: UJ MSIR. BEDRM. I I LDY. I I BATH RM I I 11 I I a l I W co� HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. - _ - N a I I Z rn �_ I I I I I `----------- I fxP 9 g _ I I t _ ---J Swimming Pools: `-- Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Cn 3 Timer switches on pool heaters and pumps are present. V 1.5 V 2 V 2 V > 1.5 V 2 V 2 V 3" V 1.5 V 1.5 V I I I IV 2 I Z = Exceptions: I I Itt I I I I I Where public health standards require continuous pump operation. I ' I I 0m ( I ( 1 t Where pumps operate within solar-and/or waste-heat-recovery systems. BASEMENT ELECTRICAL PLAN Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum I I I LLI> ( 0 I m I I I I I I insulation value ofR-12. 1.51 W O W " I „ W I I I I ---------------- � Exceptions: W C I „ O ` a I 2 2 1 1.5 f 2 ?� I 1.5" W m --------- - J Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. r I „ i D W O ' W C I ___--_-- SCALE: 1 8" =1'-0" FLD Lighting Requirements: It 3" LAV }- O = 3" LAV A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: ! y 12"W _ _ U) I I Compact fluorescent I I O SINK BAR KIT. 1 1 3„ 1.5 W T-8 or smaller diameter linear fluorescent 3 2 SINK „ 40 lumens per watt for lamp wattage<=15 SINK 2" 50 lumens per watt for lamp wattage>15 and<=40 60 lumens per watt for lamp wattage>40 2„ W 2" 2" 1.5 2" 3" WASTE FRESHNicosia Other Requirements: FRESH 3" WASTE Snow-and ice-making systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system AIR IN when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). 4" PVC HOUSE DRAIN SLOPE 1/4" PER FT. R G,1$T6Rc%.0D ARG ITEGT Certificate: P.O. BOX 879 Rocky Point, N.Y. 11777 A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service 4" CAST IRON SLOPED TO Telephone: (6 l: 9 hitect 6 Fax: (631)849-4753 disconnect label or other required labels. APPROVED SANITARY SYSTEM CLEAN OUTS AS REQUIRED BY SECTION P3005.2 E-Mail: architect@optonline.net NOTES TO FIELD:(Building Department Use Only) 1/2" APPROVED COPPER SUPPLY LINES �EDA,4 ' ' 3500 HAYF.51 `ATF_R ISD �5 ,'\c NICOS7� /�� @ NASSAU POINT SOUTHOLD, N.Y. PLUMBING RISER DIAGRAM ELEC71ZIGAL/R15EIZ/F.NER&Y SCHEMATIC - NO SCALE (P�qT "� Job#: 12210 Scale: l/4"=1'-0" _� Q N 53 By: E.N. Rev: