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HomeMy WebLinkAbout30187-Z FORM IdO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31062 Date: 07/26/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 125 CAIOLA CT GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 33 Block 3 Lot 19.17 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 10, 2004 pursuant to which Building Permit No. 30187-Z dated MARCH 22, 2004 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 SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to ANTHONY NICOLETTI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-030-128 06/07/05 ELECTRICAL CERTIFICATE NO_ 91344C 05/16/05 PLUMBERS CERTIFICATION DATED 05/25/05 T&F ENTERPRISES Autt iz Si nature Rev. 1/81 Form No.6 TOWN OF SOUTHOLDG BUILDING DEPARTMENT ,j I Li 5O " 1 -71 -7 TOWN BALL 765-1902 1PLI TION FOR CERTIFICATE OF OCCUPANCY I. JUL `L 5 2 —, . This applica[i�rn must be filled ill.hylype4riter or ink and submitted to the Building Department with the following: A. For new building or new use: —� ,/l. 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). Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. ,X Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. YK 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 completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00.Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. 051252006 New Construction: >< Old or Pre-existing Building: (check one) Location of Property: 125 Caioia Court Greenport New York Rockcove Estates House No. Street Hamlet Owner or Owners of Property: Anthony Nicoletti Suffolk County Tax Map No 1000,Section 33 Block 3 Lot 19.17 Subdivision Rockcove Estates Filed Map. 10637 Lot: 17 Permit No. 30187 Date of Permit. 03!2212004 Applicant: Anthony Nicoletti Health Dept. Approval: Underwriters Approval: 05116/2005 Planning Board Approval: Request for: Temporary Certificate Final Certificate._-�_ (check one) Fee Submitted: $ 25.00 Applicant Signature I C�-P-c• (a� s GG co -?- 3ro6o- Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 5/16/2005 375 Dunton Avenue 91344C East Patchogue, New York 11772 (631)286-6642 Issued To: Bayberry Builders Street: Lot 17 Caiola Court Village: Southold Zip: Town: Southold Section: Block: Lot: Contractor: New Age Electric (L) Lic. # 4816-E Was examined and found to be in compliance with the National Electrical Code. Commercial NV Defects Pool 'Xi 1st Floor IXI Indoor XI Basement Hot Tub X1 Residential L Det. Garage - Attic IX. 2nd Floor KI Outdoor Addition Survey Switches Receptacles Fixtures GF/ Heaters A/C Fans 33 53 26 8 2 5 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 1 20 1 20 1 Gas Furnace on Gas Circulators Smoke Detector Bell Transformer 2 air X 7 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 LX1 1/20 1 Bldg. Permit: Other Equipment ly� " i* 11 200amp panel with main breaker 12 garage door opener receptacles / 2 20/120V air handler disconnects / 2 30/220V a/c Hugo S. ur ,disconnect/2 30/220V a/c disconnect President Rough Inspection: 08/26/2004 Inspector: John Mc Mahon III Final Inspection: 05/12/2005 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. �o�gUFFO(,�cQ Town Hall,53095 Main Road �j, Fax(631) 765-9502 P.O. Box 1179 LID O�� Telephone (631) '65-1802 Southold, New York 11971-0959 �Ol BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 3 Di 9 Owner: ,, l (P ase print) Plumber: I d^ Eedecgr) S (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me �l �thhis day ofR(`"_ 20_0q_ LAUREN K.SMITH K �^ ' , �--� Notary Public-State of New York _ U_I 1^ � No.01SM6011907 Qualified In Suffolk County My Commission lxpires Aug.17, d-ppb Notary Public, \NFQLK. County File NO: 4504 WARREN A.SAMBACH,SR. CONSULTING ENGINEERS PLANNERS 7675 COX LANE P.O.BOX 1033 - CUTCHOGUE,NV 11935 6 3 1-(5='734-7492 JM 17M June 14 2004 Building Department Town of Southold F .G. Box 1170 Southold NY 11091 Re: Bayberry Builders L.L.C. 17 Caiola Court Greenport NY 11944 BP #301877 Gentlemen: Site visitation at the ab ve reveals that the strapping and framing for a two story r sidence conforms to the New York State Buuild.inq Code and pproved plans . Sincerely, n Warren A. Sambach Sr. P. . was: s cc: Bayberry 4 slot � HAWKINS WEBB JAEGER ASSOC. PLLC ENGINEERS • ARCHITECTS • SURVEYORS • PLANNERS WAS.1672 WILLIAM L JAEGER 11,P.L.L.B. NATTMEW 1).I:RAPIE L.$. MIGNAEL F.MOREtLLO AIA r-ISAACiII A.FIA—WIC f:.41§53 MERMAN P. HAWKINS IM CHARM S.WEBB JR.LS. May 20,2004 Town of Southold 3uilding Department 53095 Main Road Southold,New York 11911 Re:Permit# 30187Z,Lot 17 Caiola Court, Foundation ties for new residence To whom it may concern, 'this letter is to infenn you that my firm has reviewed the parging and installation of the foundation wall snap ties and damproofing at the above referenced project,and have determined that they are in confortnance with Sections RR404 and RR406 of the Residential Code of New York State. If you have any questions or would like to discuss this matter further,then please contact me at my office at (431)473.1900,cxt. 112. Thank you for your attention to this matter. crely, i aeI F. Motbitlo, A Architecture Dept, Manager 60 Aq�,y'a * * AUG 2 5 20M 8`OR N�y 200.FAST BROADWAY_PORT JEFFERSON.NY 11777 r�iol3E-�1�7�-1elio�Axs�3i�3io<88 1fiaR _"6c to at^nnvw.hv�ae�or_ogn FORM NO . 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30187 Z Date MARCH 22 , 2004 Permission is hereby granted to : EAST OF EDEN (NICOLETTI) #17 CAIOLA CT GREENPORT,NY 11944 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, & COVERED FRONT PORCH AS APPLIED FOR at premises located at 125 CAIOLA CT GREENPORT County Tax Map No. 473889 Section 033 Block 0003 Lot No. 019 . 017 pursuant to application dated MARCH 10 , 2004 and approved by the Building Inspector to expire on SEPTEMBER 22 , 2005 . Fee $ 1 , 520 . 10 Authorized Signature ORIGINAL Rev. 5/8/02 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: '" C DATE 1L INSPECTOR 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ��,yCKSS y -s '7f : 3 Jc4 WOOD 02� V"4A s ko 5S un D DATE r g INSPECTOR , `�� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ]=NSULATION PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: CL2L t6 T DATE 31 © INSPECTOR :30 / F/ /� 765-1802 BUILDING DEPT. INSPECTION [ ] FO NDATION 1 ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS-h�A �aO 1�- w� t di 160 DATE d INSPECT Ll DbD - �3 3 - 3-fQ, �� TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 17-5 VILLAGE DISTJ SUB LOT asf of Eden L L�'- Ca i o t a ree t I — �-0 s °, ACR. / Z REMAR S 1 Z TYPE OF BLD. / PROP. CLASSI I LAND �i VIMP. ,1 TOTAL DATE 2,50 Of P e 25-0 7/gyp o� p ©O iZEv 1 (7,0rJ FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT __- TOTAL G�(j 7, New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 -SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 • FAX: (631)444-0360 _ Webefte:www.dec.state.ny.us Erin M.Crotty Commissioner k. OSS i NOTICE OF INCOMPLETE APPLICATION D C E V E April 27, 2004 APR 2 8 2004 D Charles R. Cuddy PO Box 1547 Southold Town Planning Boar+ Riverhead, New York 11901 - Re: Application # 1-4738-03262/00001 East of Eden Property, 1380 Sound Drive, SUM # 1000-33-3-19 APR 2 8 U4 Dear Mr. Cuddy: The Department of Environmental Conservation has preliminarily reviewed the above application for a Tidal Wetlands permit to subdivide a parcel and construct stairways for beach access and we find the application deficient for the following information. 1. Pursuant to the State Environmental Quality Review Act (SEQRA) a designation of lead , agency and a determination of significance are necessary before your application can be considered complete. You must provide a copy of the negative declaration if this has alreAdy been issued otherwise this Department will initiate a coordinated review with all involved agencies. 2. The State Historic preservation Act (SHPA) requires that State agencies, as part of their permit application review for"majot"projects: (a) determine the nature and extent of archeological resources in a project area, and (b) protect and preserve significant archeological resources if discovered, to allow research and investigation. Our preliminary review of your application indicates that there is a significant possibility that cultural resources (prehistoric or historic archeological artifacts) exist at the project site. This assessment is based on the following: The site is within a stipulated area on the New York State Historic Preservation maps and files record archeological remains in the project vicinity. This indicates a high potential for locating additional archeological sites within the proposed project area. — The proposed project area has environmental characteristics similar to recorded prehistoric sites. The soil is well drained and the terrain is fairly level. The terrain of the area suggests erosion is moderate. Ground disturbance from recent or historic activities appears limited. The relative stability of the soil strata favors preservation of archeological remains. We therefore require a Stage 1 Archeological Survey to be conducted by a qualified archeologist. This is a two step process consisting of a Sensitivity Study (Stage 1 A) and a Field Investigation (Stage 1 B). I have enclosed some guidance information to assist you with these requirements. Your archeologist should prepare a report using the enclosed Report Format For Cultural resource Investigations. Please submit two copies of the completed report with original documentation to the undersigned Environmental Analyst. In the event that cultural resources are located on your site, you will be advised on commencing a Stage 2 Survey. �. Your client must provide a copy of the Coastal Erosion Hazard Act permit or non- jurisdiction determination for the project. The above application will remain incomplete until the above items are adequately addressed and 7until :the nt str=Archeological ent to refrain from any further ground disturbance at e Staurvey is completed. Any further ground disturbance alua . PI-)ase do not hesitate to call me at (631) 444-0351 if you have any questions or wish to discuss this matter further. /Sincerely, Naomi Brown Environmental Analyst Enclosure cc: East of Eden MHP Joshua Horton, Town Supervisor Valerie Scopaz, Town Planner Mark Terry, Senior Environmental Planner Albert J. Krupski, Jr., Town Trustees, President Lauren Standish file FIELD INSPECTION REPORT DA COMMENTS Woflo O z 3 FOUNDATION(IST) 00 u (� FOUNDATION(2ND) z $ 20 Jy ROUGH FRAMING& PLUMBING ht 5 s J m 'k= .0-kc O r _ x a 3 r m INSULATION PER N.Y. STATE ENERGY CODE (� d FINAL AD ONAL COMME S 00 Vc , cz rn .. C- A-h r u,-.c t U Z m Tok _ro r'1 G Z m _ I C X b [s7 ro . � s TOWN OF SOUTHOLD& BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPART$IENT Do you have or need the followin ,before applyin_e'? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board ap royal I FAX: (631) 765-9502 Suney www. northfork.net/Southold/ PERMIT NO. 3J1 h 7 Check Septic Form '(/ Trustees _ Examined 20 0 Contact: n Approved ,200 Mail to: N I' ti, Disapproved a.c � i1�S1 ^03 t1 I Expiration <��,20fy� �l Building Inspector A 10 20 APPLICATION FOR BUILDING PERMIT Date 3 /d , 20� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 hmspector 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. E Even'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 prenmises and in building for necessary inspections. '(Sirnat&e of applicant or name• if a corporation) 3 %/ L-/,-, cz/, .P'le r N4 (Mailing address of ap titan) / 17?�2 -07/) State whether applic is owner, essee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Tr TT (As on the tax roll or latest deed) If app lic t ' corpor t n si re of duly authorized officer a e nd title of corporate officer) Builders License No. Plumbers License No. 23 -1P Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: :99� I� r"e, i J/el fr %67-1c House Number Street Hamldt County Tax Map No. 1000 Section ,, Block Q Lot Subdivision Ruck G6`,/ie C51l, l,+e � Filed Map No. JO Lot (Name) k A 2. State existing use and occupancy of premises and intended use and occupancy of proposed instruction: a. Existing use and occupancy b. Intended use and occupancy I y c, d �q } rv. 3. Nature of work (check which applicable): New Building—Z Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee T (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars -'2-- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. _ 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rebs Depth Height Number of Stories 8. Dimensions of entire new construction: Front C.�;'O Rear (JS / Depth 3 Height aq Number of Stories Z 9. Size of lot: Front 2 Rear T 3 Depth I J 10. Date of Purchase O 0 Name of Former Owner LG--4 6-:p 11. Zone or use district in which premises are situated /Qs, c&,q-// 4 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO t/ 13. Will lot be re-graded? YES NO--\'—'4ill excess fill be removed from premises? YES_NO V4"-.Y) IJ I•chic.��'�•/� /,I�QPhone No.l5/ — 14. Names of Owner of premise> T— ddress 1 ✓u �i 21 � �31 -1 91- Name of Architect t c t ?k t r VJ b10 Address Lvt c c e E Phone No 3 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE R QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY Olk (co I 2 1 f t being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the V l l Tl1 l� (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. KSol ore me this day t yr H A. HEYDEN otary Pu Notery Public,State of New 1(6rk !Signature of Applkjt No. 01HE6025937 ` Qualified In Suffolk County Commission Expires June 7, 20 0 PZ 71 LDI'�TI�T�` -X if T'T �7 1►—�S_ . JL Applicant/ Date. Owners Name: Reviewed: Architect/ Date Engineer: Submitted: o SCTM #: [district: 1.000 Section: 131ock: 3 Lot: Project r Subdivision Location: ( � C. ( � — — Name: Sin&Ie&separate Required ceitilfication: (Yes/NoJ Req. Req. L Zoning District: 1,01 size: p Actual: r'7 d O 1 p of coverage _Proposed Rey. ( ( Req. -( t Req. �( (f=ront Yard_Proposed: 54, (Side Yard s Proposed:�� J [Rear Yard _ Proposed 2U I Project Description: AGENC'4JERMLIS Permit REQUIRED FOR REVIEWISO ESS Number 1, Suffolk County Health Dept. ✓ ,�a G �3 New York State D. E. C. Town Trustees f town Zoning Bo4d approval: Town Planning Board approval: �'�-- Flood Plane Elevation??? Flood Zone: Aix_� Z4 Notes: q-. NEW YORK STATE CODE COMPLIANCE CHE KL T CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: �04 31151 1 Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: x USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: / DESIGN CRITERIA: ENGINEERED/PRESCRIPT FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N `- LIVE: Y/N DEO, Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW ANIPQOR SCHEDULE: MISSL.jV8°T REQUIREMENTS: Y/N---- l EGRESS/ 5.7 S.F.: Y/N LIGHT,8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N �- MEANS OF EGRESS: Y/N/ PLUMBING RISER DIAGRAM: Y/N l LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N v TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: / /04 APPLICANT: DATE SUBMITTED: —/—/04 SCTM# DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/ C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/5 REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO DTE: PERMIT #: SOUTHOLD TOWN TRUSTEES: YES or NO DTE_ / / PERMIT#: _ 1` TOWN ZONING BOARD APPROVAL: YES or NO l' DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or NO DTE_/ / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( SF)- SF)= SFX$ =$ +$ +$ _ $ 2. ( SF)- ( SF)= SF X $ =$ +$ +$ = $ 3. ( SF)- ( SF)= SF X $ =$ +$ +$ = $ FINAL TOTAL: $ Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03/10/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check Total Paid: $10.00 Name: Nicoletti,Anthony Po Box 311 Wading River, NY 11792 Clerk ID: BONNIED Internal ID:90757 Or ` Pb2 $ New York State Office of Parks, Recreation and Historic Preservation > Historic Preservation Field Services Bureau NEwrowcsrATe Peebles Island, PO Box 189, Waterford, New York 12188-0189 518-237-8643 Bernadette Castro Commissioner April 19, 2004 RECEIVED Naomi Brown APR 2 3 2004 NYSDEC Division of Environmental Permits SUNY Building 40 Southold Town Clerk Stony Brook, NY 11790 Dear Ms. Brown: Re: DEC 1-4738-03262/00002 Rockcove Estates, East of Eden Property APR 2 3 Greenport, Town of Southold Suffolk County, NY 04PRO1750 Thank you for requesting the comments of the Office of Parks, Recreation and Historic Preservation (OPRHP)with regard to the potential for this project to affect significant historical/cultural resources in accordance with Section 14.09 of the State Historic Preservation Act. OPRHP has reviewed the material you submitted and it is clear that this project is located in an extremely sensitive area for archaeological resources. As such, ORPHP recommends that the project area be subjected to Phase 1 archaeological testing. Please be advised that the entire Rockcove Estates project area is within an area identified as archaeologically sensitive on the New York State Archaeologically Sensitivity map, and as such the potential for impacting significant archaeological deposits should be considered under the State Environmental Quality Review Act(SEQRA). Therefore, we would recommend testing of the entire project area to insure that archaeological deposits are not adversely impacted. Please contact me at extension 3291, or by e-mail at doualas.mackev@oorho.state.nv.us if you have any questions regarding these comments. cerely °'�(Xnr P n1 Douglas P�i�lackey Historic Preservation Program Analyst Archaeology Cc: Southold Town Planning Board C Arffeth A. Neville,Town Clerk An Equal Opportunity/Af rniativeActionAgency 0 pwrnd on MYCW PaW SCOHS Ref. # RIO-03-0128 /NLETppND I am familiar with the STANDARDS FOR APPROVAL ROAD AND 'CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the 001 permit to construct. V \ �L T) 90 7 9y 10 6 / i c�`T) Ci QST v� � A l ti96 6'0 X00 . 4 61.2 / Ry6r. NEsET e/ 2 FGAR 0 h P o 5T nro° m eR�� ro.g. mss 0 P4.o• \\ - -47.2. �• �P. '� LOT 16 \ 64,t• l VACANT) V '`ice c \ aj� Q�X z / a w i0 in g a LOT 17 u x o o VACANT CT O Z mr i T� o`s m A i CERTIFIED TO, 30' STATE BANK OF LONG ISLAND eI 5 79.p0,55' W ANTHONY NICOLETTI Z SPACE OPEN SURVEY OF PROPERTY AT GREENPORT LOT S ARE REERENCED To SUBDIVISION ROCK COVE RESTATESFFILED IN THE OFFICE OF TOWN OF SOUTHOLD THE SUFFOLK COUNTY CLERK AS MAP NO. 10637 SUFFOLK COUNTY, N. Y. 1000 - 33 - 03 - 19.17 AREA =26,983 s¢ ft SCALE.- 1' = 30' SEPT. 9, 2003 The locations of we//s and cesspools OCT. 29, 2003 ( certification J shown hereon are from field observations March 5, 2004 (Certifications) and or from data obtained from others. June 2, 2004 (foundation location) MAY 26, 2005 (FINAL) `P(B OF N,t ANY AL TERA TION OR ADDITION TO THIS SURVEY 1S A VIOLATION 5 NT.ME O OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. - EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS HERE& ARE VALID FOR TMS MAP AND COPIES THEREOF ONL Y IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. Y.S. 4 ADDITIONALLY TO COMPLY WITH SAID LAW TERM 'ALTERED BY ' ECONIC S YO , MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY (631) 765 - 5020 )499 7 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH 'INSPECTED ' AND P. O. BOX 909 ND SUw BROUGHT - TO - DATE 'ARE NOT IN COMPLIANCE WITH THE LAW. P. TRAVELER STR SOUTHOLD, N.Y. 1/97/ 03- 231 / ROAD ND 1 am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions se/ forth therein and on the �0 permit to construct. 8000 � P � P { CIA i a9 c e� �✓ 60 5` �� L'6J.23• �6R a4'o � p O � 4• � l oar �__ _ .-i I 7 i �h LOT O VACANT] cm f 6 eye `A gLOT 0,7) o p• /' VACANT C. f m -< v ONS�, CERTIFIED TO, 5 TA TEe'3o3 0'55' w' 4NHO NANK OF NICOLETTI ISLAND c g. 79.0 SPACE OPEN SURVEY OF PROPERTY AT GREENPORT LOT S ARE REFERENCED TO SUBDIVISION ROCK COVE RESTATES' FILED IN THE OFFICE OF TOWN OF SOUTHOLD THE SUFFOLK COUNTY CLERK AS MAP NO. 10637 SUFFOLK COUNTY NY 1000 - 33 - 03 - W 17 AREA =2AW3 sq. ft SCALE.- P = 30' SEPT. 9, 2003 The locations of wells and cesspools OCT. 29, 2003 ( cerfifieal/on J shown hereon are from field observations March 5, 2004 (Certifications) and or from data obtalned from others. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION .�EOF NEdY J OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PO EXCEPT AS PER SECTION 7209 - SU91D/V/SION 2. ALL CERTFICA TIONS �j� N t' MfTZ",eq'pif- HEREON ARE VALAO FOR THS AIAP AND COPES TtiEREOF ONLY F 2 SAAD MAP OR COPES BEAR THE#PRESSED SEAL OF THE SURVEYOR 'C WHOSE SIGNATURE APPEARS HEREON. jl .p • L O. 496/8 ADDITIONALLY TO COMPLY WITH SAID LAW TERM 'ALTERED BY ' ECONIC Y 1R ' C. MUST BE USED BY ANY AND ALL SURVEYORS UTX JZ/NG A COPY (6311 76 r. 020-F: (6311.3 5 - 1797 ! OF ANOTHER SURVEYORS MAP. TERNS SUCH 'INSPECTED ' AND -a BROUGHT - TO - DATE 'ARE NOT AN COAPLI4NCE WITH THE LAW. /230 BRA O - "'�. SOUTHOLD, (Alii HY 03- X31 Ap `r AND°m lomllior With p� p ANSTRUCIh T/ONBOFTANDARD g F OR kAgg1 ., pe 1/11 °b/ds byT he�o OR SLBN tE FA L EWAQF 3 = constrocl, ndil/ons sel lorl/b"�Eo1DENCES �� \ ` on the � Q 9� SUFFOL;. OF HEALTH SMVICES J PEPMIT FOT{ -TPUO'� AI- 7F CONMUMON FOR A 4 &INGLy.€aVTS 9' alit3C[RL�OfLY e —� ¢ v S.r ?n'{"= -U2 H.. REF. 0. '� l� ,..- � rte. �"�_XFMU1v�JF war N3 c 1 X71^=S THIO-. -',N^S FROiYi DX c OF i1FPR0VAL EXCri'iATi _y __ . e el FOR '.a.�lt' RYSYSTE A so 0 YftEStzifi F_ ARTWNT qy6 ��r ,� o 4=61. 290 _ �.Q a0 V nl t e'3em LOT Z a I ( VACANT i LOT o VACANT my z v 0 w� [l (a pi 29 7 I 3o 9 173.17 m, S. 79'0055" W. , s z OPEN SPACE 1 ROCA-COBE`ESTA re-S-s ARE REFEi4ENCE0 TO Tx1E SVFFOCK CO NTY FILED 1N THE OFFICE OF SURV f Y OF LRgpAER SUQDI,I OF T Y CLERK AS yAp NO• /0637 T�W/y OFEEa�`'T fir lin �r SUFFdiKsoUTy .how '°sol/n h °ns °l 1000 _ �Foumry 04fDv or °nd or l�om dello`b j� 1 f/d obSo volloas SCA -1,03 r • iW 17 od /rom ` Pr ,200.3 , o/hers, a 30 ANy AL T Q` SrC790 r)VN pR AACVT ICW T A � )s Ro -ORK affVey Wv /&A V WAU.gW Lt Cm's a T'` '�'fAFS IVI FI 2.UALL r)ON W it Of N£ AKlST1f,<T(gr£Cgf,PEAR3TSfDAL TONLY SONS S�ohN 1. MgTQyO�� BE �"L ik YA y 'SUR�'k'y r r p ALL To V pq �iAP. T sr6vqurklAaLAYCTCAW 6y ARE'NOT bJC AY3PLrCT A COPY r "I`.. ):�:_ I �'M'LL9MCE- W1 rH r;�AO w. ECO v J• N., s L/G NO. (631) 7 49618 C. 1230 BO i f631! 76,5 SOVtypTRp T SEN YR STREE37 /197! OX 237 s �N�ETI°OVD f am familiar with the STANDARDS FOR APPROVAL ROAp AND 'CONSTRUCTION OF SUBSURFACE SEWAGE cj p t 8 L DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the Opti permit to construct. Q e IV L 9 O o� rob O`.() • I w 6! QS.v yV w� 1ry96 a6 _ O- � 5(vY 0L=6/.29' y6 \yk' i eI29.� 0'( 4l a to \' i m • !, eqg ^ S _ I OT ` VACANT) 0 o L G g1 /r U z vi Z O. `OT 17 g n VACANT f VV e129'' o`s • o �0 173.E 7' N � CERTIFIED TO, ej3o.� W STATE BANK OF LONG ISLAND / G 9,p0,55. E ANTHONY NICOLETTI s. 7 g PA C OPEN SURVEY OF PROPERTY AT GREENPORT LOTSION NUMBERS COVE ESTATES'REFERENCED IN THE OFFICTO E OF TOWN OF SOUTHOLD THE SUFFOLK COUNTY CLERK AS MAP NO. 10637. SUFFOLK VfFOE / COUNTY NY 1000 - 33 - 03 - 1d 17 AREA r 26,983 sq ft SCALE: 1' = 30' The locations of wells and cesspools SEPT. 9, 2003 P OCT. 29, 2003 f certification 1 t�OF NEW), Chown hereon are from field observations March 5, 2004 (Cerfificalions) �P t.ME)- and Erand or from data obtained from others. June 2, 2004 (foundation Iotat n� �o p ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. dt EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS ' 2 4 2W HEREON ARE VAL49 FOR THIS MAP AND COPIES THEREOF ONLY 1F C�� No.4g6�a S" MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR / N. 618 WHOSE SIGMA TURE APPEARS HEREON. ADDITIONALLY TO COMPLY WITH SAID LAW TERM 'ALTERED BY ' - - --- ECONIC SUIWEYORS, P.C. MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY 163/) 765 - 5020 FAX (631) 765 - 1797 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH 'INSPECTED ' AND P. O. BOX 909 'BROUGHT - TO - DATE ' ARE NOT IN COMPLIANCE WITH THE LAW. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 03- 231 SCOHS Ref. # RIO-03-0128 //V[Ejr pOtUD l am familiar with the STANDARDS FOR APPROVAL Rowo AND 'CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES _ and will abide by the conditions set forth therein and on the permit to construct. N O T ♦ PO ` O Fel 08 7 S n .110 y - P , 7 �J C� 6 0 `� Ui t\ry9•�� EO / O S 0 ��'� 0' L 6/.2 56 ��ecr ie�T h, y /p `$ cn o j O Nay' • \-.•� � � m 2 d$ ti� ?STYAp �Z7 LOT JAcANT) `ki 4pY g a ? LOT 17 x v o VACANT n o + -' Gam" Sc o -a m me1297 J w 173.17' m "+ CERTIFIED TO, 42, 30,3 STATE BANK OF LONG ISLAND e/ 3 79'00'55" W SPACE ANTHONY NICOLETTI Z m \ OPEN SURVEY OF PROPER T Y AT GREENPORT LOT NUMBERS ARE REFERENCED TO SUBDIVISION TOWN OF SOUTHOLD "ROCK COVE ESTATES' FILED IN THE OFFICE OF �/ , THE SUFFOLK COUNTY CLERK AS MAP NO. 10637 SUFFOLK COUNTYN. / . 1000 - 33 - 03 - 19.17 AREA =26,983 s¢ ft SCALE 1' = 30' SEPT. 9, 2003 The locations of wells and cesspools OCT. 29, 2003 ( certification J shown hereon are from field observations March 5, 2004 (Certifications) and or from data obtained from others. June 2, 2004 (foundation location) MAY 26, 2005 (FINAL) gEOFNEIV) gqP NT.MET, 0pf ANY AL TER4 TION OR ADDITION TO THIS SURVEY /SAVIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.EXCEP .p H£RE&T ARE AS VALID FORTMSMAP SUBDIVISION CICS THEREO2. ALL FRONLI YAIF�S SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR j N .S. 4 6/ WHOSE SIGNATURE APPEARS HEREON. ADDITIONALLY TO COMPLY WITH SAID LAW TERM 'ALTERED BY ' AECONIC S YOR MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY (6311 765 - 5020 FA7 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH 'INSPECTED ' AND P. 0. BOX 909 S BROUGHT - TO - DA TE 'ARE NOT /N COMPLIANCE WITH THE LAW. /230 TRAVELER STREE SOUTHOLD, N.Y. 1197/ 03- 231 T-_-�-I UST OF DIP3A NGS NEW RESIDENC A-® COVER ]DACE o- z - p ® Fflffl FORA-1 FOUND. LrANP GENERAL NOTESP LEGEND L 0 CY � P H N cn _ A-2 FIRST FLOOR PLAN r PLUMBING RISER DIA. LI Q LU J 1 I l I r A-3 SECOND FLOOR pLANBAYBERRY BUILDERS A-4 (FRONT & REALS EILEVATIONS ." � m <g CAIOLA COURT CLOT 17) W07C 91 1 . BUILDING USE RESIDENTIAL A-S SIDE EI.E�APIOII�fs, SEC4I011� "A-A" 9 Q BUILDING OCCUPANCY TYPE R y CONSTRUCTION TYPE TYPE 5 WOOD FRAMING cn yv BUILGREENPORT, NY 11944A-� OP�A�,S DING HEIGHT = 31 ft. Y# OF STORIES = 2 AS PER R202DEFINITION3 Z Na A-7 FRAMING CONNECTORS DETAIL SHEET � W 2. REFERENCE STANDARD: AMERICAN FOREST & PAPER ASSOC. (A.F.& P.A.) WOOD FRAME CONSTRUCTION MANUAL FOR ONE ANDTWO-FAMILY DWELLINGS BUILDING CODE ANALYSIS DESIGN CRITERIA: "PRESCRIPTIVE DESIGN" W 3. DESIGN CRITERIA: Pi SEISMIC SUBJECT TO DAMAGE FROMROUND IND LJ SNOW DESIGN Frastline D sign aamenly Fbcii 8. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS LOAD SPEED(mph) Id CATEGORY WeaM,erin9 tlepih Termite Decey Temp requlretl hezertls 45 120 C Severe 3'-a" roeHeem Mn�Eetle it Yes 5918 FLOOR AREAS: EXISTING 1ST. FLOOR: N/LS.F. EXISTING 2ND. FLOOR: N/ TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL I '1I PROPOSED 1ST. FLOOR: 1,4 JNAILING SCHEDULE ,:, PROPOSED 2ND. FLOOR: 1,5JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING GARAGE AREA: 51COMMON NAILS BOX NAILS COMMON NAILS BOX NAILS PORCH AREA: 31 ROOF FRAMING WALL SHEATHING a ). DESIGN LOADING: Rafter to Top Plate(Toe-nailed)(Table 3.4A) 3-6d 3-10d �j < ty par rafter Stuctural Panels 8d 10d 6"edge/ 12"field c � CEILING LIVE LOAD: 20 P.S.F. it 2ND. FLOOR LIVE LOAD: 30 P.S.F. Ceiling Joist to Top Plate (Toe-nailed) 1ST. FLOOR LIVE LOAD: 40 P.S.F. (Table 3.4A) 3-8d 3-10d perjoist Fiberboard Panels 6d 3"edge/Ey'field 7/16" EXTERIOR DECK LOAD: 40 P.S.F. Ceiling Joist to Parallel Rafter(Face-nailed) 6-16d 40d each lap 25/32^ 8d - 3"edge!f"'field GJ SNOW LOAD ROOF : 32 P.S.F. ! (Table 3.9A) a WIND LOAD: 35 P.S.F. (120 MPH) Ceiling Joist to Laps Over Partitions Gypsum Wallboard 5d coolers 5d coolers 7"edge/'10"field v 6-16d 40d each lap g SEISMIC LOAD: C ZONE (EXEMPT, SEE R301.2.2) (Face-nailed)(Table 3.9A) Hardboard Bd 8d 6"edge/ 2"field AVERAGE DEAD LOAD (ALL ASSEMBLIES): 10 P.S.F. Collar be to Rafter(Face-nailed) (Table 3.6A) 3-8d 3-10d per tie Particleboard Panels 8d Bd (see manuf.) SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, Blocking to Rafter(Toe-nailed)0 2-ed 2-10d each end Diagonal Board Sheathing STRUCTURAL ELEMENTS, & LOAD PATHS Rim Board to Rafter(End-nailed) 1"x6"or 1"x6" 2-8d 3-10d per support ). WINDOW & DOOR SCHEDULE: WALL FRAMING 3-8d 3-10d per support WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET OF EMERGENCY ESCAPE AREA Top Plate to Top Plate(Face-nailed) FLOOR SHEATHING 2-1602-40dperfoot erfoot MODEL# CLEAR OPENING STRUCT. PANEL SIZE711 Structural Panels N TW 30W4.36S.F. . 3'-5" X 4'-11 " Top Plates at Intersections(Face-nailed) 4-16ts each side 1"or less 3 TW 20F. 2 -5 x 4 -7 fid 10d 6"edge/ 12"field Y-5 n , , Stud to Stud Face-nailed 2-16greater than 1" 10d 16d 6"ed e/6"field < TW 30F. 3 -5 x 3 -3' ( ) 4"o.c. 9 TW 244 . 2'-9" 3'-8" Header to Header(Face-nailed) 16dc, along Diagonal Board SheathingCN 133 -1 X3'-5 ' 1"x6"or INB" 2-8d 3-1Od per support TW 28 . 3'-1 " x 3 -3" 1"x10"orwider 38d 3-10d persupport �� Top or Bottom Plate to stud (End 2-16er studTW CERTIFICATION OF 205 . 2'-5 x 5 -11 ' NAILING & CONNECTIONS o TW 3456 7.58 S.F. Bottom plate to Floor Joist, Bandjoist, 2-16er foot REQUIRED. z 3'-9" X 5 : 1 " Endjoist, or Blocking (Face-nailed) 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the panel edge. TW 2840 4.61 S.F. 3'-1 " X 4'-5" If wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capaclties,nalling requirements for structural members shall be doubled, or alternate connectors, such as shear plates, RETAIN STORM WATER RUNOFF m 6068 ENTRY 1a.7z S.F. 6'-5" x 6'-9" FLOOR FRAMING p PURSUANT TO SECTION 45-10C ALL CONSTRUCTION SHALL 6 Joist to Sill, To Plate of Girder Toe-nailed shall be used to maintain the load path. CW 13 2'-9" x 3'-10" p ( ) 4-Bd 4-10d per joist 2.When wall sheathing is continuous over connected members, the tabulated number of nails shall be OF THE TOWN CODE. MEET THE REQUIREMENTS OF THE Bridging to Joist(Toe-nailed) 2-8d 2-10d each end permitted to be reduced to 1-16d nail per foot. CODES OF NEW YORK STATE. a o 0 0 0: NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED WITH AN ASTERISK (*) ON FLOOR PLANS 3. Corrosion resistant 11 gage rooting nails and 16 gage staples are permitted,check IBC for additional 0i Blocking to Joist(Toe-nailed) 2-Bd 2-1 Od each end requirements. N.Y.S. ENERGY CODE: q Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block j I/1 _!„ - _I. _T„1N rw REScheck Compliance Certificate Ledger Strip to Beam (Face-nailed) a New York State Energy Conservation Construction Code 3-16d 4-16d each joist N LLbi, ;OI 1 i V I HI-I , COMPLY WITH ALL CODES OF �/,iE NEW YORK STATE & TOWN CODES w ec So RTIFICATE OF OCCUPANCY ftware Version 3.5 Release le Joist on Ledger to Beam (Toe-nailed) 3-8d 3-10d per joist FASTENERS FOR ASPHALT ROOF SHINGLES F,� AS REQUIRED AND CONDITIONS OF (_DER USED IN WATER W /1 Band Joist to Joist(End-nailed) 3-16d 4-16d perjoist " " ^YSTEM CANNOT SOUTHOLDTOWNZBA F..1 COUNTY. Suffolk §RR905.2.5 Fasteners. Fasteners for asphalt shingles shall be i� 1 Po LEAD. STATE New York Band Joist to Sill of Top Plate (Toe-nailed) 2-16d 3-16d per foot galvanized steel, stainless steel, aluminum or copper roof ng naills, - $OUTHOLD TOWN PLANNING BOARD "�- HDD 5750 minimum 12 gage[0.105 inch (2.67 mm)] shank with a minim umi 3/8-inch $OUfHOLD TOWN TRUSTEES Q rrr.J CONSTRUCTION TYPE.Detached 1 or 2 Funnily (9.5 mm)diameter head, ASTM F 1667, of a length to penetrate through 0 ROOF SHEATHING the roofing materials and a minimum of 3/4 inch (19.1 mm)into the roof N.Y.S.DEC COMPLIANCE Passes sheathing. Where the roof sheathing is less than 3/4 inch (19.1 mm) PLUMBING ob O Structural Panels thick, the fasteners shall penetrate through the sheathing. Fasteners ALL PLUMBING WASTE 6-d 10d 6"edgell2"field P g g. Maximum UA=532 shall comply with ASTM F 1667. t4 WATER LINEA NFED Your Ho Your home UA=528 Diagonal Board Sheathing TESTING BEFORE COVERING DO NOT PROCEED WITH 0.8%Better Than Code(UA) 1"x6"or 1"x8" 2.8d 2-1 Old per support §RR905.2.6 Attachment.Asphalt shingles shall have the minimilrn number FRAMING UNTIL SURVEY 1"x10"or wider 3-8d 3-10dof fasteners required by the manufacturer. For normal application, OF FOUNDATION LOCATION Gross Glazing )U per support asphalt shingles shall be secured to the roof with not less than four I ' HAS BEEN APPROVED. 0 n Area et Cavity Cont or Door 1 CEILING SHEATHING fasteners per strip shingle or two fasteners per individual shingle. OCCUPANCY OR `J Perimeter R-Value R-Value U-Factor UA `' Where the roof slope i, Gypsum Wallboard pe exceeds to units vertical in 12 units horizontal APPROVED AS NOTED '"t �- 5d coolers 5d coolers 7"ed a/10"field USE IS UNLAWFUL 4 Ceiling I.Flat Ceiling or Scissor Truss 1645 19.0 0.0 84 41 � "` g (20:12), special methods of fastening are required. Wall ? �� /(�E DATE: B.P.• 3d/$7b Ceiling_ Cathedral Ceding(nn attic) 204 19.0 0.0 5 EXCEPTION:Asphalt strip shingles shall have a minimum of six WITHOUT CERTIFICATE p� WaII P Wood Frame, 16"o.c. 3196 19 0 0 0 153 , �` 1 fasteners per shingle where the roof is in one of the following FEE: /SoZO./0 BY: ,q,_ v ,_ F: a Door 1. l' Wood Frame.Double Pane 610 0.340 22 categories: OF OCCU PANCY NOTIFY 18U0.DING DEPARTMEM AT Yyc�� Door 1. Solid 40 0.540 22 NOTIF82 !AM TO 4 PM FOR THE d Floor 1. All-Wood Joist/Truss: Over Unconditioned Space 1290 30.0 00 43 1. The basic wind speed per Figure RR301,2(4) is 110 miles per FOLLOWING INSPECTIONS: a to Floor 2 All-woad Joist/Truss:over outside Air I e0 ]9.0 0.0 S / hour(177 km/h)or greater and the save is 20 feet(6096 mm)on _ __ 1. FOUNDATION - TWO REQUIRED 1 higher above grade. FOR POURED CONCRETE COMPLIANCE STATEMENT. The proposed building represented m this document Is on, The p with the 2. The basic wind speed per Figure RR301.2(4)is 120 miles per hour V 2. ROUGH - FRAMING R PLUMBING budding plans,specifications,and other calculationsYorsubmitted with this permit application. The proposed (193 km/h)or greater. //��(�T��j(�*� /` Z INSULATION systems have been designed to meet the New York Stets Energy Conservation are Construction Code requirements. FLOOD ZONE.--- ^��� 43.. FINAL • I CONSTRUCTION IIIIST _O When a Registered Design Professional has stamped acrd signed tots page,they are attesting that to the best of 3. Special wind zones per Figure RR301.2(a). COMPLY WITH CHAPTER^ ^ Codeknowledge, belief,and professional judlmrent,such plans of specifications are in compliance with(Iris BE COMPLETE FOR C.O. Code FLOOD DAMAGE PREVENTION ALL CONSTRUCTION SHALL MEET THE Builder/Designer Date IOUTHOLD TOWN COLE. REQUIREMENTS CF TR'. :-JES OF NEW YI-f RTr-,- NOT R' 66.E FOR = °`°13bgbf R'WU99G5TiFIGATLRRORS. REQUIRED OF 7 d W z F_j s � W d C3 a g� N y a a Ix Ld z z' W C La y :3 M La a o n (101-01 3 o 21'-2° 2'-0" r-0' 2'-0° 21'-10° OE'NERAL NOTES N (n _Z z ww Ir------r 4"x4" GOA. P05T ON A W o 12" DIA. POURED GONG. Y Z Ni (2) 2xb GGA . FOOTING, 3'-O" BELOW f4-B ___ - GRADE MIN. ON UNDI5T. Ib'-0° bb" I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE Z SOIL ( 2 TYPJ I5. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" x 4" WOOD ______________ SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE W 2xb GGA D.J. I i� �� HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK OT ER T 16" O.G. W TH I/2 GYPSUM BOARD BOTH SIDES UNLESS ® 16 O.G.— G 2xb GGA AGREE WITH SAME. HERWISE NOTED. LEDGER BD -F - �>, ____ __2b16 _ 16 ttl / '1t,"77" -,. - --- - --- -- -- -- -- o g r-1Tz 2 CONTRACTOR NER HALL OB ALL INTERIOR DOORS SHALL BE STAINED GRADE 6'-8" HIGH X W - / "`'` """' ' - OBTAIN A BUILDING PERMIT PRIOR 3/b X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE, 1 r--------------------------------- _ __ _______ _ _ ___ ___ ___ ____________ ___ ___ ___ __ _____ __ ------------ 1 TO STARTING ANY WORKS :: �. 1 ;- < I 17. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. CANTILEVER 8"xb'-0O" POURED CONCRETE I " "% a: I 93. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, I > FLOOR JOISTS FOUNDATION WALL W/ BITUMINOUS „ -- W I ® BAY MEMBRANE WATERPROOFING TO I PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, Z a a o EXTERIOR ON 8"x16" POURED GONG. 4-0 B ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION 18. PROVIDE b'-6" MIN. CLEARANCE ABOVE STAIRS A5 PER N.Y.S. CODE. PROVIDE 5/b" FIRE RATED I GYPSUM BOARD. OVER R 's_ FTG. ON UNDIST. SOIL, 3b" BELOW THEREOF, IF REQUIRED. 19. ALL WIDOVLS SHALL BE PERMA-SHIELD INCLUDING, DOUBLE- ( 4. ALL WORK SHALL CONFORM TO N.Y.5. CONSTRUCTION CODE AND ALL ' I I I j � BOILER ! HOT WATER HTR. "° • GRADE MIN. - AS PER LOCAL CODE 4 1 LOCAL RULES AND REGULATIONS. INSULA D Q 1 w o 4" P.G. SLAB REINF. YU -i U bxb-WI.4xHI.4 W.W.M. ON WELL O a o I 3O'AS MftURMW' �VW9JIMbbV�tA1L '�I2"E ijjl�B - o u I 5. ALL METHODS OF GONSTRUGTION INGLUDIN6 FORM WORK AND 20. ALL ELECTRICAL WOK SHALL BE BOARD OF FIRE UDERWRITER5 COMPACTED POROUS FILL T' �� � L�����-yyy-yy���p I PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY Iq ��`1 I THE CONTRACTOR. APPROVED AND IN ACCORDANCE WITH N.E.G. REGULATIONS. a ul 3-1/2" DIA.5TEEL . 21. ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.S. 1 LALLY COLUMN ON dl bb-� b. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHIGH ANS, THE BUILDING GONSTRUGTION CODE. I G I I CONCRETE POURED \1X8 ,11 �,,a� m ? i CONTRACTOR oi DISAGREES KITH SHALL STOP(WORK AND NDICATED ONOTIFY THE N THESE LARGHITEGT I I GIRDER POCKET CONCRETE FOOTING 11 / `� I (b) TTP. ,( _-J OR ENGIEER. SHOULD HE FAIL TO FOLLOW THI5 PROGEDURE AND '-4" '/��11 V-4- - CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN mL - _ ,., „ i AND LIABILITY THEREFROM. -� r- - I --I r- -� r- -� CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE 1 -- - 7(3) 3/4%9 12 M1 I (3) f 3/4%9 12 ML. I lad 3/4%911/2 L. (3) 3/4 X 9 12 ML. i � --_J CERTIFICATION OF THESE PLANS. o < (3113/4X912 ML O- t - - ( STORM DRAIN NV 1 a � / ---------------------------------- ----- --- I� -T-F� I I I 1. ALL FOOTINGS SHALL SEAR ON UNDISTURBED SOIL WITH AMINIMUM - -° j 16'-10" 3: ° L___ L_ _�I L_ _J L__ J LJ (5 6��JIN 2' 4 501L PRESSURE OF 2 TONS PER 5Q. FT. AND SHALL HAVE A 23. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON-51TE INSPECTIONS GIRDER POCKET Q c� m 0. " ' I I ALIGN Ci LUMN DOLLAR OF CRUSH®ST01� o MINIMUM OF 3'-O" OF COVER. AND / OR OBSERVATIONS OF THE CONSTRUCTION. rc I b" POURED CONCRETE r -� I P05T b. ALL GONGRETE SHALL BE 2500 PSI CONCRETE AT 2& DAYS FOR FOUNDATION WALL ON bxlb "; I � - j SLABS, WALLS AND FOOTINGS 24. DO NOT SCALE DRAWIN65. WRITTEN DIMENSIONS SUPERSEDE DSL. .I SCALED DIMENSIONS. < POURED GONG. FTG„ -- Q I I ON UDIST. SOIL, L_ _J CELLAR 9. ALL POURED GONGRETE FOOTINGS ARE TO BE REINFORCED WITH Tu 5'-0" BELOW GRADE MIN. ro O LL o (2) #5 REBAR HORIZONTAL CONTINUOUS. 25. THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. yKl a o a o jig Q4 10. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR NO.2 AS FOLLOPI 26. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL `= m I SD i Ica L JI 1 LN x n UNLESS OTHERWISE NOTED: REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER IS EXECUTED OR NOT. -^ ryI ' I J 5'-0° BENDING THE PROJECT FOR WHIGH THEY ARE MADE STRESS = II50 psi (SINGLE) THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS BENDING 5TRE55 = 1350 psi (REPETITIVE) :> P TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH %' I -i �? E = 1,400,000 _ 6'-6" T'-4" 6'-b° I ':: I LL o APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. m 2�. THE CONTRACTOR 15 TO PROVIDE PROPER SUPPORT AND I ;'t cV • I l2 2%IO LGA v 11. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE 1�+ O O I y 4 I GIRDER POCKET 'I a m (2) 2" X b" UNLE55 NOTED OTHERWISE. UNDERPINNING AS NECESSARY OF THE EXISTING CONSTRUCTION L < l a l I �1 THROUGHOUT CONSTRUCTION OF NEW FOUNDATION AND GDERS. ri y m 5 ___J O 1 12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND IR j 4" PL. SLAB REINF.W/ j j I '� • 1 `t ',SI AROUND ALL OPENINGS. PROVIDE BLOGKING UNDER ALL PARTITION 2b. DOUBLE MIGROLAM5 TO BE NAILED T06ETHER WITH TWO (2) ROWS p bx6-WI.4xWl.4 H.H.M.ON WELL - _ WALLS RUNNING PERPENDICULAR TO JOISTS. I6D COMMON WIRE NAIL AT 12" O.G.. S N COMPACTED POROUS FILL I U-4' I 2X6 LLA D.I. / ..<., r ' 29. RAFT IMMED AND FLUSH CONNECTIONS BETWEEN JOISTS, POSTS, OR L_ J - _ _--_ _ _ _ ' ' I3. ALL STRUCTURAL P05T5 ARE TO BE SOLIDLY BLOCKED TO TOP OF II 1 20�i' ." --- r -_ _ ¢ _ = RS TO BEAMS, `GIRDERS OR STRUGTURAL MEMBERS TO BE —/ - till FOUNDATION WALL OR SUPPORT COLUMN BELOW. FASTENED U51NG GALVANIZED METAL HANGERS BY 'SIMP50N STRONG z 2x8 GGA LEDGER UNEXGAVATED L r a TIE' OR APPROVED EQUAL. I I - � a o BOARD W/ I/2" LAO 1 14. ALL DRYWALL SHALL BE U.S.S. NATIONAL GYPSUM GO. I/2" THICK BOLTS STAGGERED of a UNLESS OTHERWISE NOTED. 30. ALL CUSTOM WIDOWS ARE TO 8E FIELD VERIFIED PRIOR TO m E I _ a b • I of ORDERING f INSTALLATION I'YO, - - A-9' ry -rW _ I gg • p- 'R -10" 1 2%8 GGA vJ. I z OZ I ' I ) 2X O GG (2L 2X10 GGA (2) XIO GGA (2) 2X10 GGA (2) 2X10 GGA (2) 2X10 A - -- -- --------------------- --------- a j n / L - J 1 GIRDER POCKET 6X6 GGA P05T ON 1 �.� ::..r<., ,/ . 3„r/ "i.• /�.. yl ., I, ,;;I - / 12” DIA. P.G. FTG. ON a C o m fI➢ UNDISTURBED 501L 5TEP FOOTING 3'-0" BELOW GRADE _ 1:2 MAX.5LOPE (MIN) (b TTP) F 20-10° rw z UND,4TION PLAN Lr END oC NEW CONSTRUCTION FRAMING NOTATION • I6'O.G. I O a O 3 1/2" DIA. COLUMN MI 5EGTION MAK i CCS F7 a ih O12" DIA. POURED GONGRETE FOOTING z EXHAUST FAN 0 4x4 STRUCTURAL WOOD P05T A w l UNLESS NOTED OTHERWISE O 51D SMOKE DETECTOR a NIX of cv w a. Z cd Z J g 41 O O. ggM� cn Q N Co > ==0 W C z LTJ (/) N 60b" Q us �y m V a z 2'-0" 7'-0° 2'-0° 27'-10" F g LLI 101-4" 16'-4' II'-0 -0 " 13' " 3'-4" 6'-0" W = a m� Z La aWw A Y w $ -- ------------------------------ , C9 -----------------------�-- ------------------------ W 3046• - -----------------------A-5 Z a a FWH90685A5 1D Z 30210 1 (2)30464 L61 P3)2X13 r p31 2X10 a ry gg _ a 01 a KFA0 E I D.N. 11 I PWMBIN6 B5T N I I BAY REt�OK P LIGHT- 11% ry ,- ✓ - DAN HALFNWJ_ � I I T DINING N LIGHT- IS% KITCHEN / O VENT.- 5.5% RooF ��„�'✓ � VENT: 7,5% j I ROOM V r VE1T Q 9 o LIGHT= 14% o y LL o LL o 1 I I y O 0O p N ry VENT.= -I% ON ILO pN pN LL LL � JOAN_ _ N _ dI 01 BEARIN6 MALL ' -%/ ";--- --------- ---------------_ - ------------ - --- -- __-�- - - I_-__ 1 ........ --- --------- -- -__ - - _- _- _ • __.___- _23,.46 __ _____ _____ ____ - - -- --- --- --- - - 14-4 ABOVE s �p RAF. � 4f♦'1KY I 1 � � � � nM .. / � -31/2 X 9 I/I 6L ;1. I I 31Y2%91/4 eL - 4 aBAnit_01l T _2 o < � 1 PROVIDE 5/8" FIRE RATED m I� l0 LAe to TLr LAV LAV LAV 'I T `r GYPSUM BOARD. OVER n $ i 20'-6" 6' m ENTIRE 6ARA6E AREA — o V m '�'". �" Tua ruo ruo 0 p� 2ND FLOOR r'— -1 5"�ire Q o AS PER LOCAL CODE a o � J 6 57 " _^ v = 2. 3. 3. m"'I a O xl 'c� • 0 I - I n GARAGE Y �OYMN oR m LIVING ROOM - 5-0 - q I I VE x Oat X 111/4 M.L. W 13/4 X II I/4 M . I X 111/4 ML. ` P05T ABOVE- I m 2 2X10 BATH LIGHT= II% 2X6 RR I aATIiROIL O 6068 DBL. HINGED I VENT.= 5.5% o P05 M P05ABOVE A FRE M ENTRY DOOR I • O.G. I LAv °LT sum z ia� m 2°068 I . . 31 2x12 - 26 OJ. . 15T FLOOR IT, o I � � giaikon iic",:..c✓✓L..,.,,z w:, --- to) X� 1 1 lY • o v L ---------------------- 8 N PORCH V \.�g To 5uFFOLti G.O. G 0 Q 4'3" 9'-6' K 4'-II' 1 8-10" o 0 8'-10" 4'-II" H� couiar APPROVED - G i 1 sEPTIG srSTEPj 1 ! (2)2X1 3A5Bffilr (2) 2X10 2 2X10 I 2 2X10 2 2X10 2X10 Z 2XB RR • 16'O.C. p = m y 13)20 f3)2m 8 mXPIA.DORIC .. a 3046 3046 COLUMN N TTPJ 00 w 61-6' 8'-8" 5-4" 3'-4" 5'-6" n PLUME31 NO R15ER D I AORAM '_ (E C 1 N.T.5. z M5 oK 1..I P I RST FLOOR PLAN � O � 0 SGALE� I/4"=1' O" FIRST FLOOR AREA = 1418 5.F. PORCH AREA = 515 5.F. 6ARA&E AREAA = 510-_ IL. 2 ` lJ 4 - � a U �1 K us o- A b A-2 Z OF 7 En La Ld A Li 12: 0 co (n (n Vl C; W >L61 m UJ ti I In >: U az m La -9 M UJ V-4' Y La — — — — — — — — — — — - - - — — — — — — — — — — — — — — — — — — — — — — — — — — ,304-0 (Z 5046' 28210 �t2�2b4O (3)240P)240 2XIO 2'i0" 2111 -01. P6 LIC-HT= 12% VENT.= 6% BEDROOMou j 4� LIGHT= 12% E3ATH !(' . L VENT.= 6% MAST 05D 0 5p m (71 ; O BATH (1) IVA 2668 P 7- -(2)2M (2) 2XI 2 v 2bb& 2x10 RR 2X12 R ae PED 050 hi ry CF1UN6 4- 2X12 M06E 2X12mm 2x10 K L4 MATER 2. ON 15R LIN. 050 BEDT&CM Z, 05D 20C, LIN. I N;�-�OL 15L�FFD, na U, > 0 rcE Nr, < Re H 5 E ROOM LIGHT= 8% m VENT.= 4% 10 x LIGHT= 12% Y 2x10 Kfp1 b 2%10 R VENT.= 6% 0 ry 0 16,O.O./ 4x6 PO 5T-- 4x& P05T LAUNDRY 1/4' M.L. m 3 IJ2 X q 1/4 6L.FLL6H :zxlo RP, 2x10 RR ;iL 05r W_01..N A!, .-10..c Al OPEN BELON 91 -R, -j 43)2x10 50)2x10 SIT-INO L AF-EA L 1/2" x q 1/4' 2XIO I Ut IF 2XIO R NO)AVO T 711,11, 1 —11 IF K13 rN13 in- < I— III r N'-LITof m ji li I Hill w WE ci L o4 26-2. k j z C) 9r=CCNr;) r-LOOK PLAN o SECOND FLOOR AREA = 15c14 5.F. z Z Q < 05 A=3 rZ OF 7 4z n � - - - — - � W RAISE TOP OF WALL 240# ASPHALT _ Z �J ROOF SHINGLES -- _-" -- -- -- -- - - - - TO ALIGN FASCIAS L -- .. ---- 12e'e -- — cn N PROVIDE VINYL COATED WINDOW W z Z GASIN6 AT ALL DOOR E WINDO1,45 - AS PER DETAIL "P" SHEET A-6 W a w y � Iz - — -- _-- —= Q 1 vi 10� -0 111 OVERHANG TYP. ' F pZ 5 1/2" VINYLT - - --- ] F1 I )L- ® m F r m RAKE BOARD — — w U "PERFECTION" CEDAR 6 ISO 551DEIN5 _ � -- IF 12 z w 15 Y Wsr5 T-0 -- - — - - - - — - W 11 11 Hill 11 Hill IL� T� LI VINYL GLAD - -J pi WOOD WINDOWS II _ 12" DIA. DORIC COLUMNS Nm EJ I I ' Z I I I ii I I i i i m rL——TL__ "I I �_—_� Lam' L—J --- ------- ---------------------- O a IL--- SLOPE FOOTING 1� L___, 1.2 SLOPE IMAX. m 2 ___ _________________________________________________________________________________I, rs FRONT �LEY,4TION ----------------- -------- -------- ------------------------------------------ SCALE, I/4"=1'-O' n � m ci - - --- - - ---.. --- IZ PROVIDE VINYL COATED WINDOW ad - - - - CASINO AT ALL DOOR 6 HINDON5 AS PER DETAIL "P" SHEET A-6 ' r ------ - ___ __ - - --_ --_ _ TOP PLATE 1 9 _ = m [ -- e m qq � - i � o �5 � 1n 12 El 1 fu �p , IIII LSI- -- -- f — rl III _L� - -V Il ilf_ 1LL II_I_I ILII - - I u - a m m o �m' Gi _ _ _�� -- m _ 2ND FLOOR h �/� � V� L _ J I-� _ y ( / O r , TI l i r i r- I n , Ll -- T7 LIA Q 1 1 u ILI 11 J _ T o_ _ O �" Q u� u _ Z i_ 15T FLOOR ADE cJ I ep I I I I I I I ---------- I _________ us , I I I I I I I ________________________ ________________ ____--________________--__ _____--_._____--______--_______--_________________---___----Lr___L., - - I --- ---- A-4 ,� R��R ELS=Y�TION z SCALE, I/4"=1'-O" � OF 7 2 4 = _F_ ae - PROVIDE VINYL COATED WINDOW - I 111 CASING AT ALL DOOR d WINDOW5 N AS PER DETAIL "P" SHEET A-6 V Z ^ vs 12 � Y� � �L,� Y — y aj C y I i Q s TF �IL I- I II- l _ — W W w L - �� IT $ p p I I TOP PLATE Till lr_ -1 .IIL LLJ y �II Q i v;I_I - L�Lr — a I. 1 I Fy- cz rI m W a o TLI IIZT TI 17L1'J i� ■ �� 1111 Il I ILJI6L ly�l 611 �� � J — — t= ILIL471,- m = 3 w I � I � - � o II 11 3 L --_ a I � I I 111 L T � (/1 Nus L CL i J �� Qu1 zND FLOOR Z w law ICI I_ d u Y Z ?4= r� Tl lr�,ll iLJ II L 1L1 _LT YL 'CONTINUOS RIDGE VENT Z 1 1 I L, ILL 11 2X12 RIDGE - - TT l 2X4 COLLAR TIES ® 4H" O.G. � II Ii � IJ� t �u ■ LI LT� . � � M Illi�ILEND VENT BEYOND FIII N ILJ II GO El � pi �iTu�I 11 L ILI m 101 . _ TYPICAL ROOF GON5TRUGTION w I1 TI L 11111111-1 ❑ � �1 J�LIII L 240# ASPHALT ROOF SHINGLES OVER 30# FELT - r-`III - L ❑ ❑ ❑ ❑ - — I5T FLOOR - - PAPER, 1/2" COX 5HEATHIN6, 2x10 ROOF RAFTERS P — is 1 ILJ _,� ❑ ® I6" O.G. 2XGEILIN6 JOISTS O.G. 12" ATTIC (R-IQ) BATT INSULATION ULATION 6 I/2 " GYPSYPS UM BOARD. --12— a _ �8 ry I 3 I/2 X 4 61.FLU5H - - - FASCIA OVERE I f HANG W/ Ixb WOOD 6 PERFORATED VINYL SOFFIT 1 Q VX7wS%�Ji':rGVJJ�v�7, i4JvxN7viC TvG77JJ+ (v> U"C;Th"F1N7JJv�TT;JvT' U7vT, TOP W/ 2" CONTINUOUS VENT F _ --- -------- ---- --- --- ----- ---- -- "T 11, -- -- -- -- -- -- -- -- -- -0' y ? TYPIGAI WALL N5TRUGTION HORIZONTAL VINYL SIDING (4 EXPOSURE) CLOS T OVER 'TYVEG' HOU5EWRAP, 1/2" COX SHEATHING, (2) 2x6 MASTER - TOP PLATE, 2x6 STUDS # I6" D.G., (1) 2x6 BOTTOM PLATE, (R-19) BATT BATH INSULATION, 4'(12" GYP. BD. - ---- ---- ---- ---- ---- --- ---- 2 __ ___ -- -J SL PE OOTIN6 Q Q I @ 4 I PE MAX. m - II r-- ---- ---- ---- --- --- -------� - -� 2 - � 240# ASPHALT ROOF SHINGLES OVER 30* FELT \ m J 12 PAPER, 19" COX SHEATHING 2X6 ROOF RAFTERS m 51,E 5 ® 16" O.G. 2X6 GEILIN6 JOISTS ® I6" O.G. AND �" 9 LEfT SIDE ELE1��4TION COX PLYWOOD d �1�LAprA rV -� 2ND FLOOR G 2-0" R-19 BATT. INSULATION zi 12 KITCHEN LI /IN6 ROOMS 4 - TAT _ 2 m e a c �ILi, _ NITSIiEPDCFLOOR SLEGTED BYOOWNERVER 2� FI0 S g T1 J L - SII 1_I ILI III CT-7 )I1 1�IL )' �1� - L I I1 li f L4lI L1 J❑L-LdL11 r _ I- II II- I dIII 15T FL ® IbX" 0-6- I- 8" (R-BO) BATT INSULATION I1 I GA5NAT ALL D� I L PEP APSHEET A-6 TYPICAL 511-L CON5 2 M.L. GGA SILL PLATEWDITAI z ANCHOR BOLTS ® 2'-0" O.G. MAX CONT.. TOP PLATE T z g TERMITE SHIELD OVER SILL SEAL I Ijp LP Q 71. P PL CELLAR 4 4 m f �Ll d – -0 J. L T ➢ II P J1 �Y=� -I .� P D' �1n DIA.STEEL LALLY DIA. L o ad I- L 24'x24 xl2 POURED Z 8 L L d J 1 L L GONGREI2FPOU ED J[hhL,1,II �LL�I,�, �,I LY HORIZONTAL VINYL SIDING > , �(7) rn, `. TYPIC FOUNDATION DONS TION m 8 � I L' II LLJ 1111 _ I �- - 4" EXPOSURE U r— T__ �p T 1�- 1I- �L L J P� I JL e" POURED CONCRETE FOUNDATION _45LL I ' I fI WALL ON 8 1 POURED CONCRETE IL 7`� �ll �� f. r7 �I. 1 `L-1 �f �I '�11 LI .� 1 , FOOTING, 5'1 _ MIN. BELOW GRADE ON UNDIST. SOIL LT� 1u 's 71F- 1 Q y zND FLOOR 4" P.G. SLAB REINF. W/ V bxb-WI.4xK.4 N.H.M.ON NEIL 1� "Ll LI d � I GOrmnGTED POROUS FILL a 3 1 NI�4III- INI II 1Y I 1 __ T CLT �.1 LLL 1' w 14 z LC 51�'� a �I1 1 _ 1I t �I�I 11 .1L � ' ISI A C� L_ �I� d 11_ �- SECTION "A—All d 0 o t _ 111 11;P' Ll - 11 IL II IPI ILI � IL LL I I SCALE I/a I o � JL7 I�I I1 d 1 " I L Il III b �'IIII O 0 l� hl' Ll p P_ I_p LIl I_ LI L;I r L LIQ � -1 f r W N/ P LP 7 ALL 157 FLOOR P I - -I''I rI GRADE 1 I � I m 11 11 4 li 1 4 I II- I I 1 _J I C1 L-_-T-- -1�- ---IL ---- 1 r- ---- ---- ---- ---- --- - --�� ---- --1--- --- RI CHT --- --- 5 SI0DE ELEY?�TI ON A- 4 =1'-O" 2 jai OF 7 FRAMINO FASTENINO DETAILS z A �q STAGGER JOISTS 41N.OR a 3 cS SINGLE OR OOUOLE CUT PLATE-TIED WITH 25 GAGE USE SPLICE PLATES- TOP LATES Q 41 TOP PLATE STEEL ANGLE OR EQUIVALENT SEE SECTION R9�.9.2 W =Z TOP PLAW C3 j � Q 1 FIAESL�N AROUND ' (/J H- vi _ PIPE HEADER- SEE TABLE6 g9G2.6(1) = 3 W0 AND F�az E{21 JACK srllO3 OR 2"1 DEGKINO OVER GGA Ld DECK "2x" JOISTS ®Ib" O.G. TETMMERS CONTINUOUS RIDGE VENT "2x" LEDGER BOARD d' O ND 4"x4" SOLID HOOD (SEE PLANS FOR 51ZF) Q OC SEE EC71O POST (PRESSURE TREATED) 1/2" LAG 13OLT5 N 1 F V SEE SECTION wxe.9 MIN. " AIR SPACE 016" O.G. 5TAGOERED (/J BORED HOLE MAX BETWEEN 1/2" G.D.X. SHEATHING z+ OU DIAMETER 40 PB2CEM AND .2 x 12 RIDGE ��' f Z IQ W 9 Z OF SND DEPTH W p o 240# ASPHALT ROOF SHINGLES 5/5 1N. MIN. TO EDGE soup ELCCNING % - - SPTTCM 1/2" C.D.X. PLYWOOD 5HEATHIN5 z 5/6 IN MIN.TO PLATE FLOOD ISTs (2) 2"1 FLUSH HDR. 1.1J 2 x 12 RIDGE W/ (2) THRU BOLT EusFLOOH EACH P05T (PRE55URE G,. FOUNDATION 2 x to ROOF RAFTER "SIMPSON" P05T CRIPPLE WALL- BASE OR EQUAL \/ \ -" SILLPUTE -- ---- - EEE SECIIICM1 Hsg2,4 TREATED) >; : ., ,;,PROVIDE 51METAL JOIST/ \ pj NOTCH hIJ5T NOT 1 i /vA /rv/ v V/\HN6R5 ® EACH JOIST. ; r i OF STUD DEPTHEXCEED 25 -- ----^--- 'FDUNDAII IA IXJ 12" D . GONG. FT6 TO /.\` i" r\% .�Q\ \\\\ \ � \% / r r . \\/ r ' W _. --- ----------. WALL STUDS .. a / i B/6 DRAINAGE GAP / 11ry SP41N, 3'-O"(MIND BELOW GRADE / �� \, \ \ \ � // ALUMINUM FL,45HIN6 BORED HOLESSHCIAALSRACE ANCHOREOLTS EMEOOEOINS / ALL GDN40 PERCENT AND NOT LET INTOSTUDS FDUNM71ON S PT.O.C.MA%. BE LOCATED IN THE IF HOLE IS BER^w' �.�'}/� , / \ '\ / \ i �/ SAME GROSS SECTION OF 60 PERCENT OF SND DEPTH,THEN STUD \ \ \ \ r OJT OR NOTCH IN STUD MUST BE DOUBLE AND NO MORE THAN TWO �.:A ,�n ✓ .A� �:_� rte, A ' SUCCESSIVE 5ND5 ARE DOUBLED AND 50 BORED CORNER AND PARTITION POSTS T)OI R I D OE DETAIL . . .• . r I ' 5GALE: 5/4" =1'-O" 7}��+ {}_� APPLYAPPROVED ITHI IINGO IN. ACE TYI DECK SECTION NOTCHING BORED HOLE LIMITATIONS FOR EXT. AND BEARING WALLS IXTESTUD$ANDPLAESNDE(T2 DING FROM INTOOMPL AND TOP AND OTHER FROM _ BOTTOM PLATE TO TOP KATE,OR OTHER 5GALE: N.T.S. AAPc�RDAN ED METAL ITH7111eruuUFAACTIO IURERS SGALE,3/4" =1'-O" a I IN SPECIFICATIONS SEESECTION A92T.10. G Q 21 21 TYPICAL FRAMING DETAIL m 0 5GALE: N.T.5. GJ a� TOP PLA SIDING L'a L13 I I FIN15H PLYWOOD SHEATHING Ly/ p = Ly m ttomMA 4 PeAnIE"aEs *J �p d I-STUO I ' IF l\, 9 �NiT�WoorN` rn I I Ddb M4K. �j ; FLASHING yx $o N LE BORED OR REPAIRED� \ PI VINYL COATED WOOD CASINO p K DIAMETER 40 PERCENT (TO BE REPLACED OF STUD DEPTH FLOOR JOIST—CENTER CUTS HEADER AFTER EACH INSTALLATION) / 5/6 IN.MIN. TO ED6E PI WOOD SPACER 5/6 IN.MIN.TO FDIC / r / / O I j CRE 5 WOOD S CREWS ® 9" O.G. / I I DA MAX INTERIO / csD I _ a PREDRILLED FASTENING / 0 8 X 6 > \ ' HOLES ® 9" O.G. I. a9 NOTCH MIST NOT 014 I EXCEED 25 PERCENT � � ::t � 3 Z 1i3 H OF SND DEPTH I/2" GDX PLYWOOD BORED HOLES SIIFLCaflI JOIST-EMD CUTS STRUCTURAL PANELNOT BE LOCATED IN THE / BORED HOLES SHALL �'Iy^SII SAME CRO55 SECTION OF CUT OR NOTCH IN SND MAX. D FROM SUPPORT NOTCHED E BORED HOLE LIMITATIONS FOR INT. NONBEARING WA7D LLS I I I � A 5GALE: N.T.5. R:4 hI FINISH SILL \ III 4 /I I I bomi E%TERIOR Oq BEARMG WALL I/2" COX PLYWOOD I STRUCTURAL PANEL RAFTEW'CEiILING JOISTS IG021� 5TOOL �\\ O Q PREDRILLED FASTENING INTERIOR ,A HOLES ® 9" O.G.NOT CASINO PERCENT OF THETHAN60 19 GAGE GLOW IN.)AND I,O IN,WIDE PERCENT OF THE PLATE WIOhI SIDE OF THE NO ES ANOTO EACH / GAGE OF THE NOTCH W4TH GAGAII NAILS EACH O7 SIDE ' MAX DOUBLE SILL �\ �2_I/2" 116 WOOD r 51 ® 9" O.G, - WOOD CASING I"x2" WOOD SPACERMEN / 4 / U LAN TOP NATESPIPE OR CONDUIT r <' PI WOOD CASING / V PIPE 2 pM,MIWFROA1 TOP II � AND BOTTOM OF JOIST 0 yACTIAAL DEPTHp ����' a �� PLYWOOD SHEATHING TYP. NOTCHING DETAIL TOP PLATE FRAMING TO ACCOMODATE PIPING P4000 STRUCTURAL PANEL DETAIL STRUCTURAL PANEL ATTACHMENT DETAIL A-6 5GALE: N.T.S. SCALE; N.T.S. 5GALE: 3"=1'-O" SCALE: N.T.S. OF 7 RAFTER TIE o 16" D.G. ROOF RAFTER MODEL "G520" ROOF RAFTER CONTINUOUS RIDGE VENT X12, (� W 00 DETAIL " R " 12' RAFTER GONNEGTOR o1 z N "2x" RIDGE BOARD ONE e a o / MODEL " O.G. o \ RAFTER GONEGTOR Lj J< 0_ SIZE LARGER THAN RAFTERS RIDGE ; 11 0 16 O.G. N d ow o MODEL H2.5 SHINGLES AS SPEC. e o DOUBLE • , m I ROOFING FELT AS REQ'D 'e TOP PLATE • II m J� °o W ' zo PLYWOOD DEGKINS AS REQ'D (,7 ROOF RAFTER WALL STUD a Ld y 'I RAFTERS AS REGI V a Q (n \� CONTINUOUS SELF ADHESIVE 1- 8L ICE DAM MEMBRANE, 2'-0" MIN. NOTE: THIS DETAIL IS UTILIZED m W a c / INSULATION WHEN WALL 5TUD5 ALIGN DIRECTLY DOUBLE m N a2 o2 W/ RAFTER. WHEN RAFTER AND STUDS = 3 1 AS REOV ,, DETr IL " S " ARE NOT ALIGNED USE CONNEGTOR5 TOP PLATE W U 9 n IN DETAIL "52" 8 '� V ON THI5 PAGE 3 C om .t \ DETAIL " T 11 BEYOND (/') mV 2ND fyyyy�l �\ \� RAFTER-TO-RAFTER CONNECTION TYP. ® EACH RAFTER I RAFTER-TO TOP PLATE TO STUD CONNECTION (2) ® I6" O.G. RAFTER-TO TOP PLATE CONNECTION ® I6" O.G. �, Ixb FASCIA UTILIZED WHEN WALL STUDS ALIGN DIRECTLY W/ RAFTERS UTILIZED WHEN WALL 51 DO NOT ALIGN DIRECTLY W/ �[ W o SCALE. N.T.5. ® Z d X MODEL " G520 " BY SIMPSON STRONG TIE MODEL " H2" BY SIMPSON STRONG TIE SGUE, N.rs. MODEL " H2.5" BY 51MP50N STRONG TIE 5cALE. N.TS. - PREFORMED ALUMINUM Z PERFORMED VINYL SOFFIT WALL STUD LLJ "2x" CEILING JOISTS I\/ MAY VARY DBL. TO N AS REQ'D DBL. TOP PLATE PLATE 6ALV. METAL STRAP 12' m @ 16" O.G. LENGTH ~ GROWN MOULDING OVER END MODEL " G520 "Ix" TRIM BOARD N I DETAIL " U " (BEYOND) HEADER w > GALV. METAL STRAP BASE PLATE SEGOND FLOOR INSULATION AS REOV ® 16" O.G. 00 36 UT2. SHEATHING AS REOV MODEL " 5P4 " RIM JOIST CLEAR SPAN "2x" FLOOR JOI5T C SIDING OR STUCCO • 12' i AS SPEC.- SEE ELEVATION DBL. TOP PLATE AS REOV ;� ° • (3)I0dx1 1/2' NAILS WALL STUD EACH SIDE DF STUD \ ; J DETAIL " Y " JACK STUD eNn 2ND a WALL STUD LENGTH \<� FLR LEVEL Provide minimum 1' CI end distance CA_A DETAIL " � " Equal number of � � spedfled Halls In ISTf. each end II FLR PL DOUBLE TOP PLATE o JACK STUD TO HEADER CONNECTION STUD TO BASE PLATE TO RIM j TOP PLATE TO STUD CONNECTION AT 6ABLt -END WALL o 16" O.G. \ / J0I5T TO TOP PLATE TO STUD CONNECTION o I6" O.G. 1J O MODEL " G520 " BY 51MP50N 5TRON6 TIE SGALE. N.T.S. O /2" DRYWALL ON U MODEL " 5P4" BY SIMPSON 5TRON6 TIE 5'-ALe, N.7. MODEL "G520" BY 51MP50N 5TRON6 TIE SCALE: N.T.5. 6EILIN05 4 WALL5 DBL. WALL 2x4 STUDS AT 16" D.G. STUD ` DBL. HAL W FIRST FLOOR OR AS REQ'D GALV. METAL o STUD 23' o Q o TIE-DOWN RIM JOIST d > BASE PLATE `e OE-DOHNTAL 6ALV. METAL WASHER INSULATION AS REQ'D _ _ — MIN. 3" 50. (MODEL 'BP') I �\ FINISH FLOOR �� 6ALV. METAL RIM JOIST I'/J" BOLT 23"NGH R AS SPEC. hI GOUPLIN6 _ _ BASE PLATE I D DETAIL " X " - (MIN. l" EMBEDMENT) SUBFLOOR �a RIM JOIST AS REOV. I- " DBL. TOP ST PLATE 6ALV. METAL FLR LVL DBL. WALL COUPLING (2) 2 x 6 G.G.A. II SILL PLATE _ DETAIL " Y ° STUD Y a m < o DBL. SILL C', DETAIL " Z " PLATE m B5MT. FLR PL >" I c FOUNDATION Q, WALL U (2) 2x6 SILL PLATE o a a s K Q w K w c o_ c o o ¢ vi f I/2" DIA. x 12" ANCHOR BOLTS z "2x" CEILING JOISTS 0 23" O.G. MAX. AS REOV ° ^ REINF. CONCRETE 6ALV. METAL TIE-DOWN WIN 32" GALV. METAL TIE-DOWN WIN 32" �1 z ANCHOR BOLT-WASHER CONNECTION o 24" O.G. w FOUNDATION WALL O OF EACH CORNER OF STRUCTURE O OF EACH CORNER OF STRUCTURE z o a GELLAR ° a -III=III=�-- —I- 5CALE: N.T5. X 51-AI N.T.S. MODEL " BP " BY SIMP50N 5TRONG TIE SCALE, N.T.S. Q MODEL ' PH02 " BY 5IMP50N 5TRON6 TIE MODEL " HTT22" BY SIMPSON STRONG TIE O _—III—III—III = APPROXIMATE GRADE _ L WATERPROOFING OR WALL STUD CD F1 1-11 11 —_ DAMPPROOFING AS REQV I/2" EXPANSION =III=III=III 12 nen.n� JOINT MATERIAL _ _mASPHALT COATING (TYPJ LENGTH cJ I5T -III; -III III 6ALV. METAL FLR LV b 'f — STRAP @ 111 O.G. O1 O O 4" GONG. SLAB W/ 7 12" GRAVEL COLLAR" 60x6" #10/I0 W.W.F. s2x4 KEY WAY RIM J015T VAPOR RETARDER (2) #5 REBAR5 GONT. � ,�•, .. .i%�' 6ALV. METAL X/ vi ✓ % 3" PERIMETER DRAIN W/ PLATE FASTENER UNDISTURBED SOIL SEE FOUND. PLAN FILTER FABRIC (MODEL # LPT4) MI6" D.G. a U DBL. SILL PLATE LTP T'rF . 1NALL SECTION TWD STORY H/ CELLAR A-7 SCALE: 3/4" =1'-O" O SILL PLATE TO RIM JOIST CONNECTION z "LTP4" BY SIMPSON STRONG TIE 5CALE. N.T5. + GALV. METAL STRAP olb" O.G. (MODEL " G520") r� OF 7