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HomeMy WebLinkAbout34277-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34002 I~te: 10/09/09 THIS u~a'rIFIBS that the building ADDITIONS/ALTERATIONS Location of Property: 750 TRUMANS PATH EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map NO. 473889 Section 31 Block 12 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 23, 2008 pursuant to which Building Permit No. 34277-Z dated NOVEMBER 5, 2008 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 ALTERATIONS AND ADDITIONS, INCLUDING STONE PATIO, TO AM EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to EDWARD P & CATHERINE J FORTE ( OWNER ) of the aforesaid building. S~I~)LK COG5%~I"IDEPART~TOF ~[I~%L~APPRO%rAL N/A ELRt-£KICAL u~rIFICA~ NO. 128239C 10/09/09 PL~ CERTIFICATION DA'r~I3 10/05/09 GEORGE FREDRICKS Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCU OCT 9 '~ 3:?$ 'ANCY BLDG. OEP'[ TOWN OF SOUIHOLD 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 ail 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 enntains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: i. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly 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, Commemial $15.00 New ConstrUction: Old or Pre-exiSting Building: Location of Property: '"~t (~ '~V'L~O~Od~ ~2~4.~ House No. ~ St~et OwnerorOwnersofProperty: ['~Oo~r~ c~ ~. ~r~. Suffolk County T~ Map No 1000, S~fion ~ J ( Block Subdivision Permit No. '-~ ~"q["~' Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~- ~ (check one) Hamlet Filed Map. Lot: Applicant: ~ ~t' ~0 0J~ Underwriters Approval: y('~. Final Certificate: e/~ (check one) Applicant Signature Issue Date 10/912009 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 128239C East Patchogue, NewYork 11772 (63t) 286-6642 Issued To: Mr. Edward Forte Street: 710 Trumans Path Village: East Marion Section: Block: Zip: 11939 Town: Southold Lot: Contractor: Shore Power Elec. Cont. Inc. Lic. # 42536-ME Was examined and found to be in compliance with the National Electrical Code. Commercial NVDefects ~ Pool LXXj lstFIoor IX~ Indoor i I Basement L~ HotTub !X Residential Det. Garage X Attic : 2nd Floor iX! Outdoor [ ! Addition i i Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 28 30 32 6 12 3 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20a 1 20 1 30 1 40 1/20a Furnace Oil Gas Circulators Smoke Detector Bell Transformer 7 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 I~ / 2 Bldg. Permit: Other Equipment 1-200 amp M/B Panel Hugo S. Surdi President R~ugh .Z~p~ped:ion i 65/13/2009 yj1 n~,j~Insp or: n o II ~ This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (63 I) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. J ~ "7 7 Plumber: (Please print) \ (Please print) lead. Sworn to before me this ~ day of t~)~_~ct'''-- , 20 ~ q Notary Public, I certify that the solder used in the water supply system contains less than 2/10 of 1% / ~E..~ (Plumbers Signature) VICKI IOTH Notary Public.State of New York No. 011061.90696 Qualified in Suffo k County ~ ~ Commissio~ Expires July 28, 20 1 James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghesio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUS'r~:ES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0471C Date: September 29, 2009 THIS CERTIFIES that the extension of the existing dwelling landward At 710 Truman's Path, East Marion, New York Suffolk County Tax Map # 31-12-3. Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 6/2/08 pursuant to which Trustees Administrative Permit # 6899A Dated 6/18/08 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the extension of the existing, dwellimt landward. The certificate is issued to EDWARD AND CATHE~INE FORTE owner of the aforesaid property. Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34277 Z Date NOVEMBER 5, 2008 Permission is hereby granted to: EDWARD PAUL FORTE 107 VANDERBILT AVE MANHASSET,NY 11030 for : ONE STORY ADDITION AND INTERIOR AND EXTERIOR ALTER3kTIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 750 County Tax Map No. 473889 Section 031 pursuant to application dated OCTOBER TRUMANS PATH EAST MARION Block 0012 Lot No. 003 23, 2008 and approved by the Building Inspector to expire on MAY 5, 2010. ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~FOUNDATION 1ST [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ~FOUNDATION 2ND [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION MARKS: DATE~O~ ~~v~ ~v 'INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC?JON [ ] FOUNDATION 1ST ~"~ R/QUGH PLBG. [ ] FOUNDATION 2ND [,.-']'INSULATION [ ] FRAMING / STRAPPING [ ]FINAL FIREP~-- CHIMNEY [ ]FIRE SAFETY INSPECTION ~l~E RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [REMARKS:__~~ DATE iNSPECTOR ~' ~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] I~ATION [ ]FRAMING / STRAPPING ~/]/FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: .~/~) [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION ~,~__~ ~' ~' DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ .] INSU~.AZION~ [ ] FRAMING / STRAPPING [,~"FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION STATE ENERGY CODE I ~ ~ -/ /~~-~~~ [ ~D~ION~ CO~S %~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD~ NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined /~)/~Q5,200~ Approved Disapproved a/c Expiration % ,20 t ~-) PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: M ail ,o: Building Inspector APPLICATION FOR BUILDING PERMIT Date 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. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~-tSl/f ~/-~'/~ ' 7-~,~..~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block /~__ Filed Map No. Lot O~ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost ~-t~d~,- OtS~d) 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Fee .~0~ ~9 - Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front ~/t~,~, ' Height. .q/ /~-~'~ Number of Stories d Rear Dimensions of same structure with alterations or additions: Front Depth. ~-O. z/z Height .2./, ~' t 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size of lot: Front .. '.~..~T ~. ~ Rear .DePth Number of Stories ~ ' 'F Rear D~ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ - ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES__ NO ~/'Will excess fill be removed from premises? YES 14. Names o f Owner o f p~[emises ~-~q~ ~tr~ Address 4b' d- ~ ~ Phone No. ~7 l ~- ~'&'T'~/t Name of Architect ~//~/~' ~/,~/t/~4t:~r,~C/Address ,'~ ~'~. ~ ~,~,~-//~hone No~ Name of Contractor 7"~D Address PhoneNo. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO V'~ * 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 ~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ~,~5 ff~rd~5~/~/~J 6~/~17~/~t/ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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 tree to the best of his knowledge and belief; and that the work will be performed in the raarmer set forth in the application filed therewith. Sworn to before me this day of ff~)F_~ 20 NOTARY PUBLIC, State of New York NO. 01CO4822563, Suffolk Count~ Term Expires December 31, 20_~ Jame~ F. Kin~, President Jill M. Doherty, V/ce-President Pe//~y A. Dickerson Dave Ber~n Bob Gho~io, Jr. Town Hail 53095 Route 25 P.O. Box 1179 SouthoId, New York 11971-0959 Telephone (631) 7~5-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 6899A Date of Receipt of Application: June 2, 2008 Applicant: Edward & Catherine Forte SCTM#: 31-12-3 Project LoCation: 710 Truman's Path, East Marion Date of Resolution/Issuance: June t8, 2008 Date of Expiration: June 18, 2010 Reviewed by: Board of Trustees Project Description: Extend the existing structure landward. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Frank Uellendahl, Architect, last dated June 18, 2008, and r~ceived on June 19, 2008. Special Conditions: The installation of gutters, leaders and dr/wells to contain roof runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff. Inspections: Final inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. James F. King, President Board of Trustees JFK:eac Generated by REScheck Package Generator Compliance Certificate Project Title: THE FORTE RESIDENCE Report Date: 10/26/08 Energy Code: Lacatioa: Constmctk~ Type: Heating Typo: Glazing Area Percentage: 1 Heating Degree Days: 57~ Construction Site: 710 TRUMAN'S PATH EAST MARION, NY 11939 20~7 New York Energy Conservation Construction Code Suffolk Count~, New York Detached 1 or2 Family Electric (includes heat pumps) Owner/Agent: Designer/Contractor: Frank Uellendahl Architect POB 316 Gmenport, NY 11944 Ceiling: Door: Floor: 38,0 17,0 0,0 0.400 0.350 Project Title: THE FORTE RESIDENCE Report date: 10126/08 Data fllename: Page 1 of 4 Generated by REScheck Package Generator Inspection Checklist Date: 10/26108 Ceilings: ~1 Coiling: R-38.0 cavity insulation Comments: Note: The carling R-values do not assume a raised or oversized truss constnJctten. If the insata~o~ a(j~mv~ If~ full insulation thidmees over the plate lines of extedor walls, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). Above-Grade Walls: Wall: R-17.0 cavity insulation Comments: UPGRADED TO R-21 Note: Wall requirements apply to wood-frame walt constructions. Metal-frame waif or mass (concrete, masonry, log) wall equivalent R-values ca~ be foued in the f-falp User's Guise. Window: U-factor: 0.400 For windows without labeled U-factors, describe features: ~Oanes Frame Type Tbem~J Braak? Yes No Comments: Door: U-facter: 0.350 Comments: Front door exempt Note: Door U-values must be tested and documented by the manufacturer in accmdance with the NFRC test procedure or taken tam the door U-facfor table in the Help User's Guide. If a door contains glass and an aggregate U-factor rating for that door is not available, in(Jude the glass area of the do~r with your windows and use the opaque door U-factor to defarmine compliance for the door. One door may be exctoded from this requirement (i.e., may bev a U-factor greater ~an 0.35). Floors: Floor: R-19.0 cavity insulation Comments: Nofe: The Ifoor reqalreme~ts apply to toms over uesond~ spaces (such es unconditlsaed crawtspases, basemeflts or garages)~ FIo(xs over o~faide air must meet the ceiling requifefnents. Note: Add an additional R-2 for heated slabs. The insulation must extend 1 ) down Eom the fop of the slab, or 2) down from the top of the slab fo the bottom of the slab and then hodzonfally undemeath the slab, or 3) down from the top of the slab to the bottom of the slab and then horizontally away from the slab, with pavement or at least 10 inches of soti covering the h(xlzonfal insulation. Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Resessed lights are 1 ) Type lC reted, or 2) inatatlsd instde an appropriate air-fight esse~nbly wi~ a 0.5' ctearaace flora c(xnbustibls materials, if non-lC rated, fixtures am installed with a 3' cfaarance from insulation. Vapor Retarder: [] Installed on the warm-in-winter side of all non-veoted flamed ceilings, walls, and floors. Materials Identification: [] MateHats and equipment am installed in accordance ~ the maflofactore~'s Installation instructions. [] Materials and equipment am identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water beating equipment have been provided. [] Insulation R-values and glazing U-factore are cteady marked on the building plans or s~s. Project T'We: THE FORTE RESIDENCE Rebo~ date: 10/26/08 Data filanarne: Page 2 of 4 Insuietion is installed according to manufactarer's insffucflons, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without ~ompressing the insulation. Duct insulation: Supply ducts in uncond~ attics or outside the building are insulated to at least R-8. Return ducts in unconditioned attics or outside [he building are insulated to at least Supply ducts in unconditioned spaces are insulated to at least Duct Construction: Coatinu(~sly wstded and Iockthg-typp idngitedthal joints and seams o~ ducts operating at less than 2 in. w.g. (500 Pa). Temperature Controls: Electric Systems: Fireplaces: Sel~i~e Water Heating: Circulating Hot Water Systems: Swimming Pools: Heating and Cooling Piping Insulation: Project Title: THE FORTE RESIDENCE Report date: 10/26/08 Data liiename: Page 3 of 4 Table ~ : Minimum lnsulation Thickness for Circulating Hot Water Pipes Insulation ~ in Inches by Pipe Sizes Non-Circulating Runo~ts Circulating Mains and Runoute Heated Water Up to 1 · Up to 1.25" 1.5' to 2.0' Over 2' Temperature (°F) 17~1~ 0.5 1.0 1.5 2.0 140-1~ 0.5 0.5 1.0 1.5 100-1~ 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Piping System Types Ran~(OF) Insulation Thk:kne~s in inches by Pipe Sizes 2' Runoets 1 ' and Less 1.25' to 2.0' 2.5' to 4" Heating Systems Low pressureFi'emperatom 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Ti~e: THE FORTE RESIDENCE Repe~t date: 10/26/08 Data ~ename: Page 4 of 4 'TOWN OF sOUTHOLD~-PlI~OpERTY RECORD CARD ~FORMER oWNER .... ~ N ACREAGE - ,~J77 TYPE OF BUILDING LAND SFAS. IMP. VL FARM TOTAL DATE COMM. CB. REMARKS MISC. Est. Mkt, Value NEW NOR/v~AL BELOW Form Acre Volue Per Acre Tilloble 1 Tilloble ;2 Tillable 3 Woodland Swampland Brushland House Plot Total SC~oo Value 0 / ! WATER 77 FRONTAGE ON ROAD 7.~'/ BULKHEAD DOCK /6~/&~· Y~"' i Basement -)'Lo FloOrs Garage ~ ~ > ~0~/~ /.o0 ~y~ Driveway Dormer 'nS/on ~sion Ext. Walls Bath Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM X PTIONS: Yes No A. Does this project meet thc minimum standards for cla~ificaaon ~ ~ A~cultural Project. Note: If you answered Yes to any of the above, a Sto~-water, Grading, Drainage & Erosion Control Plan is not required. ACTIONS ~QUI~NG THE SUBMISSION OF A STO~-WATER~ G~DING~ D~INAGE & EROSION CONTROL PL~ CERTIFIED BY A DESIGN PROFESSION~ 1N THE STATE OF NEW YO~. Item Number: (A Check Mark (,/) for each question is required for complete application) Will this project retain all Storm-Water Run-off generated on Site? (This will include all mn-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yards of material within any parcel? Will this application require land disturbing activities encompassing an area of five thousand (5,000) square feet of ground surface or more? Is there a Natural Water course running through the site or is this project within One hundred (100) feet of wetlands or a beach? Yes No Will there be site preparation on slopes which exceed fifteen (15) feet of vertical rise to One hundred (100) feet Of horizontal distance? Will driveways, parking areas or other impervious surfaces direct Storm-Water Run-off into and/or in the direction of a Town Right-of-Way? Sworn to before me this; ......... ..r~. ~. ) .......... ' ........... day of.....~.. LINDA d COOPER NOTARY PUBLIC, State of New NO. 01C04822563, Suffolk Con Term Expires December 31, 20/~ 7. Will this application require the placement of material, removal of vegetation and/or the construction of any item within the Town Right-of-Way or road shoulder area? (This item does not include the installation of driveway aprons.) 8. Will there be site preparation within the one hundred (100) year floodplain of any watercourse? Note: If any answer to questions one through eight is answered with a check mark in the Box, a Storm-water, Grading, Drainage 8, Erosion Control Plan is required and must be submitted for review prior to issuance of any building permit. STATE OF NEW YORK, COUNTY OF ......... ............... ss That l,...~-__--~/'j/~... ~'~l~/~l:.fi.~-~..t(. ........... being duly sworn, deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that He/She is the ..... ~-///7~'~g:~ ...~.... ..................................... . ..... (Owner, Contractor, Agent, Coqxnate Officer, etc.) Owner and/or representative of the Owner or Owner's, 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 tree to the best of his knowledge and belier; and that the work sill be performed in the manner set forth in the application filed herewith. ) LEGEND NEW WALL EXISTING WALL WALL ABOVE 20'-0" SIDE YARD t EXT'C DECK 30' n" [;t ; LJ /- lYP. VENT (16Xl ~ ] ' I II/ TO BE LOCATED . _ ~ ~ IN THE FIELD EXISTING FOOTINGS AND POSTS NOT SHOWNJ VENT TO BE LOCATED IN THE FIELD EXISTING CRAWL SPACE STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON UNDISTURBED SOIL. ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. CRAWL SPACE - BASEMENT 5/¢ SUBFLOOR, NAILED AND GLUED 2X8 FLOOR JOISTS @ 12" AND 16" O.C. R-19 FLOOR INSULATION 2"X6" TREATED SILL 2" CONCRETE DUST COAT ON 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL 8" POURED CONCRETE WALL 1'-4" X 8" POURED CONCRETE FOOTING WITH 5-#4 REBARS - 5' ABOVE BOTTOM OF FOOTING 5/B"X12' ANCHOR BOLTS @ 48" O,fi. 2" RIGID FOAM INSULATION ON INTERIOR WALL BITUMINOUS DAMPPROOFiNG TO GRADE SILL SEAL TERMITE SHIELD REMOVE EXT'G WINDOWS- mT'D 6X6 POST J 12" DIA SONATUBE J CONC~ET$ PIE~ . ON 2-0 X 2-0 X 1'-¢I CONC, FOOTING 6'-5 1/2" . ~r PROVIDE REUOVE VEN (1DXS) SIDE YARD TO BE L~)PATED IN THE RIELO PROPOSED CRAWL SPACE 2" RAT SLAB 34"×34" OPENING OF NEW FOOTING NEW CONCRETE WALL TO UNDERPIN EXISTING SHALLOW FOUNDATION VENT z VENT 16X8- d 2" RIGll) INSULATION 22'-0" i BLDG, DEPT. I TOWN OF SOUTHOLD , FOUNDATION PLAN SCALE: 3/1¢: f-o" ADDITION TO THE FORT"ri ESIDENCE EAST MARION, NY 710 TRUMANS PATH ARCHITECT F1~NK UELLENDAHL P.O.BOX 516 GREENPORI, NY 11944 TEL: 631-477 8624 FAX: 631-477 8624 OWNER EDWARD FORTE 46-36 54TH ROAD DATE: 03/24/2009 SCALE: 3/16'= f-o" :OUNDATION PLAN D~. NA~E A-4 _DWG. NO E×ISTING WINDOW TO-F~'~N E×IS'r[~g O00~ TO ,. ADDITION ,, ,,~, ~ ,, ,, ~ ., ~= ~ i TO THE m~ VASTER SUITE ~ ~ ~IHED~ CBLING ~ ~ ~ ' ~ FOrE REMOVE E~'G COLUMNS ~ j , i ' ~ ~ST MARION, NY 12'-3" ¢ ' 'I '~ 710 TRUMANS PATH LIVING ROOM~~ - i ~ ARCHITECT ~THED~ CEILINO ~ I ~ m . ~ m ~ ~K UE~END~L , . , , m ,, ~ l~ m ~mO.BOXSl~ )-2 4-~ ,~-3 / ~ m~ ) ~ GREEN~RT,~llg~ ~ m-o = ~ ~ m~ ~ I ~ : ~ F~: 631-477 8624 . ~ ~ ~ , m ~?¢~ ~ _ ~ ~ ~ ~ ~ OWNER 9m--5 1/2' ', y_5~ ~_~ ~ BATH)I m/~ ) ~ ~ EDW~DFORTE ~ ~ ~ ~11~ ~ ~,~ j VTP~FNI oo ~ J mm m ~m ~ mmlm m ~ ~" INlmv, mLi~ ~ J Il ~1 ~.~. Jll ~ ~ ~~_~ BEDROOM~ ~LU.~WV9 2 I lml,os~ SIDE YARD ~A/u ~ ~ ~ ~ I~" ;" ~" '1 muE~o,E '.~ II ~ t lj6 sr ~ I ~ m m :~ ,,Il ~ t, ~= m2m(~, m / TOTAL FLOOR AR~: 1~, , ~ 1ST FLOOR P~N ............... ~ 7.- --~ - - -~--~- ~ ' ~"~ ~-o ~ ,-,o ~, 1$T FLOOR P~N ~ A-S ,~-r ~ ¢4 I ROOF CONT. VENT CONCEALED BY FRIEZEBOARD AT TOP 40 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS FELT iN 120MPH REGION: 6 NAILS PER SHINGLE REQU'D 5/8" CDX PLYWOOD SHEATHING 2X12 ROOF RAFTERS 16" O.C. R-38 iNSULATION 1/2" GYPSUM BOARD 1'-0" AND 2'-0" VENTED ROOF OVERHANG WALL 2"X6" @ 16" O.C. 1/2" CDX PLYWOOD ]TVEK HOUSE WRAP CEMENT BOARD SIDING, E.G. HARDE-PLANK R-21 HIGH DENSI~ BATT iNSULATION 1/2" GYPSUM BOARD FLOOR 8" PINE FLOORING TO MATCH EXISTING 3/4" T&G SUBFLOOR, NAILED AND GLUED 2X8 FLOOR JOISTS @ 12" AND 16" O.C. R-19 INSULATION 1X8 FRIEZE BOARD, VENTED HEADER: (2)1-3/4"X5-1/2" LVL NEW 2X12 R.R. @ 16" O.C. W/ R-J8 DA17 ~2 HEADER: O) ~-3/~"×~-7/8' LVL FLUSH HEADER (2) 1-5/4"x9-1/2" 1X6 AZEK FASCIA BD. ,~'-0" VERIFY DEPTH OF-~. ~- EXT'G FOUNDATION '~./ FOUNDATION 2"X6" TREATED SILL 8" 5/8" ANCHOR BOLTS 4'-0' O.C. 8" POURED CONCRETE WALLS BITUMINOUS COATING 2" RIGID FOAMBOARD ON INSIDE WALL OF CRAWL SPACE 1'-4" X 8" POURED CONC. FOOTING W/ KEYWAY 2" RAT SLAB 6 MIL POLY VAPOR BARRIER ON COMP. GRANULAR FILL SILL SEAL & TERMITE SHIELD FF--nTr- nT~-=q II Ill Iii II ! II III Iil II II Ill Ill II II III III II LL JAL- ~L ~J EXT'C LR/DR CLIPS EACH RAFTER R.R. @ 16" O.C. W/ R-58 BAT[ INSULATION YR ARCHITECTURAL ASPHALT SHINGLES ON 5/8" CDX PLYWOOD SHEATHING 12 2x6 HEADER 5 12 LOFT X I-3/4"Xl 1-7/8" LVL (2) 2x10 HEADER (17P)~ WALL FLUSH WITH UPPER CABINETS SOFFIT BLOCKING REF. HALL PROP. CRAWL SPACE 2" RIGID INSULATION TRF'D SiLL CROSS SECTION A-A SCALE: 1/¢= 1'-0" ADDITION TO THE FORTE RESIDENCE EAST MARION, NY 710 TRUMANS PATH ARCHITECT FRANK UELLENDAHL P.O.BOX 316 6RENPORT, NY 11944 TEL: 631-477 8624 FAX: 631-477 8624 OWNER EDWARD FORTE 46-3654TH ROAD WkSPEIH, NY 11378 TEb g17-418-6451 CATE: 11/09/2008 SCALE: 1/4' -- iLO" SECTION A-A D~. NAWE A-6 DWG. NO GENERAL NOTES DESIGN CRITERIA: DO NOTPROOEEDWITH . ~ ADDITION FRAMINK~ UNTIL SURVEY ~ TO THE ALL WORK TER L AND EQU,PMENT S" L BE 'N GROUND SNOW LOAD -,B PSF FOUND^T' A ACCORDANCE WITH THE N~ YORK STAT[ UN FORM LIVING AR~ A~D DECKS - 40 PSF. HAS BEEN AP . NEW YO~K STATE & TO~ ~ CODE BUILDING CODE, ~D THE Nm YORK STATE ENERGY SLEEPING AR~ - 30 PSF. APPBOVED AS NOTED AS~E~U) ~D ~ N~CO~)'IO~/OF~ / 2. AIL CONCR~E S~LL BE STONE AGGRE~TE WITH A SEISmiC DESIGN CAIEGORY - B DATE' B P N -~ ~ ~ ~ ~ DT // 3. ALL LU~BER S~L BE G~E STAMPED DOUG~ FIR- ~OST LINE DEP~ 36" B~ ~ - · -"-' ' ' ' FOre NOTIFY BUILDING DEPA~TM,NT AT ~.~ '~ ~' ~ ~ // '~ ~RCH STRUCTUre g~DE ~2 OR B~ER. TERM~E - MODE~TE TO H~W ,:m~ L ~/~-.~ ~ ~ ~ ~TC ~TEE~ DECAy- SLIGHT 7654802 8AM TO 4P~~L~-~-- , ~ /~ ~L '~ ~ ~ 4. PROVIDE DOUBE H~ERS AND TRIMMERS AT ALL ICE SHIELD UNDER~YMENT REQUIRED - YES ..... ~ -,, ~ FLOOR B~S, SPACING NOT TO EXCEED 8,0 ~. FOR 1A2- FAMILY HOUSE - PRESCRI~E DESIGN MBHOD 2 ROU~ - FR~ ~iNG~U ~BIN ~;z: .:==-. - ~ r / ~ // 6. ALL DIMENSIONS AND 6~DECOND~IONS TO BE .~ -..... ~qON ~ ~ I z~.=.::= ~ ~1 ~// ~ 710 TRUMANS PATH CON'RUCTION AND ORDERi~ OF ~TERaLS. THIS WlNDBORNE : ARCHITECT FOUNDATION H~ BEEN DESIGNED FOR A SOIL ....... ~ / ...... ~q i , ~.,,,~ c,,,c,.o~o~,,s~ ,,~ ~s DEBRIS PROTECTION SCHEDULE ~~~~~ ....... ~ h.".,, k~ .............................. LESS T~N 5%. CO~CTOR S~L ~RI~ T~T ~ F~NK UELLEN~[ THESE co~mo~s ~E ~. ALL nee DENim REQU,REMENTS OFTHE CODESOFNEW ~ ~H ELEVATION m CONCR~E S~ TO BE COMPACTED TO 95% PRECUT WOOD STRUCTU~ PANELS WITH A THICKNESS YORK STATE. NOT RESPONSIBLE FOR ALL CONST ~ 6REEN~, ~ 119~ RE~TI~ DENSI~. OF MIN 7/16 INCH WITH 2-1/2 ~6 WD SCREWS DESIGN OR CONSTRUCTION ERRORS. MEET THE REQUIREMENTS OF THE ~ EL: 631-477 8624 7. AL H~DERS 6.0 ~ IN LENGTH ~D OVER TO BE SPACNG: 2 INCHES, ~E TO BE PROVIDED TO CO~R ~S ,DES OF N~W YORK STATE. ~ F~: 631-477 8624 SUPPOR~D BY ~UBLE UPRIGHTS. 9.0 ~ AND OVER THE G~ED OPENINGS OF THE PROPOSED EXTENSION BY TRIPLE UPRIGHTS. ALL H~ERS TO BE ETA~ ~TORM WATEB BUNOFF - ~~ / OWNER MINI,MM OF 2-2x8 OR AS SHOWN ON D~W~NG. ~ ) / 't ~ L ~N E~ARD FOrE 8. PROVIDE FIRESTOPPING AT ALL L~EL WINDOW SCHEDULE ~.nRUANTTOCHAPT~236 ~ ~ ~,~ER~~ 9. PRO, DE F~SHING AT AL ROOF BRAS. ~'~E TOWN CODE ~, ,~ ANCY CHIUN~S, S~IG~S, E~ERIOR DOORS, WINDOWS PROPOSED WINDOWS ARE ANDERSEN PRODUCTS. 400 SERIES ~L: 917-418-6451 AND DECKS ~C.. WHITE E~RIOR, PRE-FINISHED O' INSIDE, NO ~RI~ES ~~ }~ ~ ~ ~US~ ~ W~ ENGINEER ARE NOT RESPONSIBLE FOR THE WINDOW HARDWARE: ESTATE COLLECTION. FINISH: SATIN NICKEL kL ' ~ m FOC = AND LOCAL ZONING ~D BUILDING CODE COMPL~NCE ~ ' ~ ~ S~L BE THE RESPONSIBEI~ OF THE ~ 12. THIS D~WING ms ~ INSTRUWE~ PREPARED TO Mark Size Description Quantity ~ ' : :~ --~q~[ FACILITATE CONSTRUCTION AND S~LL NOT BE ~"" '/~' ~. ' ' ---~B~NG :~ CON~UE~ ~ACO~C,~,EENBUlL~E, ANO A CW,~, C~mE~-BR2,,,R 2 ~~H ELEVATION OWNER. A CWl5 L CASEMENT - BP2, ~TH2, UBR, DEN 4 ~ AL ATER LINE~ ~.] 13. THIS STRUCTURE ~ BEEN DESIGNED IN B CW25 C~EMENT - DEN, BP2, BP3, ~TH1 6 ~0~0~ & W __ OVERING ACCORD~CE WITH THE NEW YORK STA~ ENERGY C CW135 R ~EMENT- KITCHEN 1 ' ,~I~ED TEsT1NGB~FoREC ~~~, CONSERVATION CODE. C CWi55L C~EMENT- KITCHEN 1 ~ - 14. ENGINEER TO BE NOTIFIED IN WRYING OF ALL E ~35 AWNING - H~LWAY, A~IC, K~CHEN 6 ~ CHANGES PRIOR TO ~D DURING CONSTRUCTION.F S130THER~-TRU E~RY ~R ,/¢0~ 1 1ST F~~F EE BEDROOM HOUSE WITH CRAWL SPACE e 15. ELECTRICAL AND MEC~ICAL COU~NENTS lO BE 36"X84" '~ooth-Stor' with 1" white internal blinds ~ ~"~ ~ 'x ..... 16. CO~CTOR S~L O~AIN ~L PERMITS ~D EN~RBE~8~F~E NAILING&C~ECTI~S ) mNSU~NCE N~C~S~Y TO P"OTEC~ ~H~ ~N~'N~ER ~'m' ~'~ "~ jREQUIRED. '- AND OWNER. UPCR NSU~TION TO R-58 . 17. DO NOT ~CKFILL A~NST FOUNDATION W~LS REP~CE EXISTING SIDINO AND ROOFING U~L ~oo, S~STm m,ST~T~O, ~S CO,P~e. DRAWING SCHEDULE ~T~: ~ SCALE: A-1 TELE SHED - DESIGN CR~ERA - GENE~L NO~S ~ ' BUILDING PERMIT APPLICATION A-4 FOUNDATIONP~ ~ ~ Design Cdterio A-5 PRO~SED 1ST FLOR P~N NOVEMBER 01, 2008 ' ~ Generol Notes A-~ CR~S SECTION A-A ~ Dm. ~E A-sA-7 CONNECTORs,PROPOSED EL~ATIONScRmCAL PATH FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 516 GREENPORT, NEW YORK 11944 A-9 F~ING NOTES, ~ILING SCHEDULE A - 1 ~ ~Om NO SURVEY BY JOSEPH A. 'NSEONO ] ~ ADDITION ~TED: NOVEMBER 28, 2005 ~ TO THE ~ FOI~I'E ~ RESIDENCE L ,~b~NDWARD LIMIT OF FRESHWATER WETb~NDS ~ EAST MARION, NY /AS FLAttED BY EN-CONSULT*TS. ,NC. ON ,/23/0S 269.4( $ ~ 710 TRUMANS PATH ~ EL.21.8' PROPOSED (DIA. X6' DEEP DRYWELL ~ ARCHITECT ~I!%i~~i WITH CU~ER LEADERS FOR ROOF RUN-OFF (~P/) ! ~ DR~ELL ~ ~ ~ UELLm~L F~: 631-~77 ~2~ ~ ~,, EL.3.0 ,, ~_~ ~ ~ ~ OWNER ~?' ~ - = = ~f~i ~, ~'~" / 268.13' ~ WITH GU~ER L~gERS FOR ROOF RUN-OFF (~P/) SCALE: 1/]6' =1'-0' o.o, t2'-7" FAMILY ROOM DECK 30'-0" LIVING ROOM DINING ROOM BEDROOM BEDROOM 2 KITCHEN BEDROOM 1 COVERED PORCH 42'-7" JEXISTING FLOR AREA: 928 SF j AS-BUILT 1ST FLOOR PLAN SCALE: 3/16" = f-o" ADDITION TO THE FO EI ~ RESIDENCE EAST NY 710 TRUMANS PATH ARCHITECT FR~K UELLEND~HL P.O.80X 316 GREENPORT, NY 11944 EL: 631-477 8824 FAX: 631-477 8~24 OWNER E~ARO FORTE 46-36 54TH RON) I~SPEIH, NY 11378 'El.: t17-418-6451 i~ 1110112008 ~,~.E:3/16" = 1'-0" ~ D~'E: AS-BUILT I~ 1STFLOORPLAN LEGEND NEW WALL EXISTING WALL WALL ABOVE ]RT'D 6X6 POS% 12' DIA SO~lll~ CONCRETE ON 2'-0' X 2'-0' X 1'-0' CONC. FOOI~IG 6'-31/2' EXT'G DECK 16x8 u -J/2 ..... ~ 6'-5 1/2" k L J!1]H ~CES~ DOON TO CPAWL SP~E 3¢-0" EXISTING CRAWL SPACE STRENGTH = 5000 PSI AT 28 DAY ASTM C-94 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON UNDISTURBED SOIL. ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. CRAWL SPACE 5/4" SUBFLOOR, NAILED AND GLUED 2XB FLOOR JOISTS @ 12" AND 16" O.C R-19 INSULATION 2"X6" AND 2"X8" TREATED SILL 2" CONCRETE DUST COAT ON 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL 8' SOLID OR FULLY GROUTED MASONRY WALLS 1'-4" X 8" POURED CONC, FOOT'G W/ KEYWAY 1" RIGID FOAM BD., PROTECTED BY DEMENT BD SILL SEAL TERMITE SHIELD ADDITION TO THE Fom"EI RESIDENCE EAST MARION NY 710 TRUMANS PATH ARCHITECT FRANK UELLENDAHL P.O.BOX 516 NY 11944 TEL: 631-477 8624 FN<: 631-477 8624 OWNER EDWARD FORTE 46-36 ~TH ROAD NY 11378 TEL: 917-418-6451 PROPOSED ~ ~ ~ J , ~ CRAWL SPACE ,_ ~ ~ ~ ,, ! ~ [ I DATE: 11/01/2008 I I SCALE: 3/16" = f-O" RROVII~ 34'X34' O~NING-N V[NT 16X8 ,I 6'CURB I i¢ J I , a J, ? FOUNDATION ~ ~l ~ S~E: 3/16" = f-o' O~ ~' NO Z LEGEND EXISTING WALL D£MOL~N [X?C LIVING ROOM CLG.HGI: 8'-0' F MASTER SUITE CLG.HGT: 8'-0" EXT'G DECK REMOVE EXT'G COLUMNS _X,~ ~- _ ---~ o~ FLUSH HE,q)ER: (3) t-3/4"X1 t-7/8" LVL (2) 1-3/4"X9-1/2" LVL fbsh EX~G o © SIDE YARD 6'-3 4X4 R , ! , ..---(2) 1-3/4"X9-1/2' FLUSH LVL BEAM J~ 6'-3 1/2' UTILll7 LIGHT SHAFT [ ..~,- - -: HALL [BEDROOM 5 // 2xl0 (m.) S~ELVES CWl5 C.J, ~D 16" O.C. BEDROOM 2 CLG.HGT: B'-O" W-10" 15'-0" SIDE YARD EXISTING FLOOR AREA: PROPOSED ADDITION: ADDITION TO THE FORTE RESIDENCE EAST MARION, NY 710 TRUUANS PATH ARCHITECT ~K UEU~ENOAHL P.O.GOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 FAX: 631-477 8624 OWNER ~ARD FORTE W~SPETH, NY 11378 TEL: 917-418-6451 1ST FLOOR pLAN SCALE: 3/16" = fjLo" 1,450 ~ 1ST FLOOR PLAN A-5¸ ~ ADDITION ROOF ~ TO THE CONT. VENT CONCEALED BY FRIEZEBOARD AT TOP 40 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS FELT iN 120MPH REGION: 6 NAILS PER SHINGLE REQU'D 5/8" CDX PL~OOD SHEATHING 2X12 ROOF RAFFERS 16" O.C. R-58 INSULATION 1/2" GYPSUM BOARD 1X8 FRIEZE BOARD, VENTED ~ 1'-0" AND 2'-0" VENTED ROOF OVERHANG HEADER' (2)1-5/4"X5-1/2" LVL X'x~ ~ ~HURRICANE CLIPS EACH RAF[ER ~ FO~ ' ~ ~ ~2X12 R.R. ~ 16" O,C. W/ R-S8 BA~ INSU~TION ,, ~ RESIDENCE WALL ~ ~ ~ ~4o YR ARCHITECTURAL ASPHALT SHINGLES ON 5/8 CDX PL~OOD SH~THING ~ . ~ ! ~ ~ / ~ ~ST MARION, NY 2~6 ~ 16 O.C. ~ / ' ~ ~ ~ 1/2" CDX PL~OOD ~ / ~ ~ /.}~, 710 TRU~S PATH SIDING FELT ,~ / ~ ~ 12 CEMENT BOARD SIDING, E.G. HARDYP~NK ~' ~ -'~_ ~'~ 10 /~-~ ~ k R-21 HIGH DENSI~ BA~ INSU~TION NFW ~X12 RR ~ 16" OC ~= -_~ -~~ X ~ ARCHITECT 1/2" GYPSUM BOARD W/ ...... R-58 BA~ INSU~TION~ ~~~-: X, EU ~1-477 ~24 ~ ~ r ~ ~ ~ ~ ~ ~ ~ ~ SOFFT (~P.) ~ Fg: 631-477 8624 8' PINE FLOORING TO BATCH EXISTING ~. ~t/2,, ~EK B~OBOARD }/4" TAC SUBFLOOR, NAILED AND CLUED ROVIDE BLOCKING ~ OWNER  E~O FO~ 2X8 FLOOR JOISTS ~ t2" AND 16" O.C. ~-~ R-19 fNSU~TION -~' , ~ s ~ m~m : ' ~ · , ~ ,, II l II I Ill n = REF / ~ I _ : ~1 J ~ II IH I]1 II _, ~l L ~] ~[ ~ '' , ~ = _ _ _ _- , ~-F= ~ ........... {~ ~ ~ ~DCE ~ PROP. CRAWL SPACE ~ ~ ~ L 1/2 CEMENT BOARD ON ~NDATION ~- -- ~ i~ 1~ RIGID INSU~TION 2"X6" AND 2"X8" TR~TED SILL ~: ]/~'= 1'-o' 5/8" ANCHOR BOLTS 4'-0" O.C.I~~?S ~M -':-~~ 8 SOLID OR FULLY GROUTED MASONRY WALLS ~ :Pc? F~' ' 2X8 F.J. ~ 12"0C ~ SECTION A-A ~I]UMINOUS COATING UL/AIL ..C..?. x FOUNDATION CURB :~:..,~,.,~ TRTD 2X4 SILL t ..... I'-4"RIGIDx 8[~AMBOARD'POURED CONe.PROTECTEDFooTINGBY w/CEMENTK~AyBD' ~??'-,'~?.~-,:,~: ~m.;:~m - ~-m , 2" T SmD AT STONE PATIO / CNOSS SECTION A-A ~1/2" ~EMENT BOARD ON / ~PAIF. 1/~" - ~' n" 6SiLLMILs~LPOLYAVAPORTERMiTEBARRIERsHtELDON COMP. GRANU~R FILL ~ R,mD INSUmTION / ~. '/= - ' -~ ~ ADDlllON ~ TO THE ~ RESIDENCE HJHIIIH~iliI?~Illi~IIHI!JlI!IIIJ?,II~ ~ ~s~ ~A,,ON, ~ ~ EU ~1-477 8~24 STREET ELEVATION ~ F~: e31-~77 ~24 ~ OWNER WEST ELEVATION ~~ E~F~,46_~ ~m~ 11378 ~ SOUTH ELEVATION :~ ~ j~s NORTH ELEVATION ~ ~. ~, A 7 SIMPSON H2 HURRICANE CLIP NAILED, FROM RAFTER TO STUD. - TYPICAL ALL RAFTERS 4 - 8d NAILS EACH END APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE, 1ST FLOOR - BR2, 3 WrAP + NAIL STRAP ( 4 - 4d NAILS ) AROUND SILL PLATE AT ANCHOR BOLT (2) ~5 REBARS ~ CRAVVL SPACE/ BASEMENT 8" P.C.FOUNDATION W/ 1'-4" X 8" CONT. FTG. -- SHIELD UNDErLAYMENT REQUIRED - 24" FROM EDGE POSITION OF HURRICANE CLIP USE SIMPSON H2A 8d COMMON NAILS O 4" O.C. AT EXTERIOR EDGE OF ALL SHEATHING. ~-1 1/4" WIDE - 20 GAGE /METAL STRAP O 48" OC. :~ /4 - 8d NAILS /~NAIL SHEATHI.N,G TO SILL PLATE ./ 8d NAILS ~' 4 O.C. ~5/8" X 12" A,B. ~ 48" OC. w/ FENDER WASHER. SECTION --HEADER HURRICANE TYPICAL. ELEVATION WIDE - 20 GAGE STRAPS FOR HEADER TO STUD ACQ SILL PLATE TOP OF FOUNDA~ON WIDE - 20 GAGE STRAP O 48" OC. MAXIMUM. ADDITION TO THE FORTE RESIDENCE EAST MARION, NY 710 TRUMANS PATH ARCHITECT FRN~ UELLDI~AHL P.030X 316 GREENPORT, NY 11944 'EL: 631-477 8624 FAX: 631-477 8624 0WNERI EDWARO FORTE I 46-36 54TH ROA8 I ~ASP[~, NY 11378 TEL: 917-4 8-645 DATE: 11/01/2008 SCALE: NTS CONNECTORS ~ CRITICAL PATH ~,~o A-8 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES NAILING SCHEDULE TABLE 3. t-WFCM ADDITION ~ TO THE I Joint Description I Nail Sizes I Nail Spacing I 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED ROOF FRAM!N.G DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR X ~Ra!!er t,o ToR Pate/T~-r~giled) s, ,W, al Hegh }0 TI, Spacing 16" O.C. (Table 3.3A) 4 - 8d per .ra!t,er BETTER, ~.ei~ing dolst to Top Plate [/oegnahes) ~ n/] per jms[ C~eilng J, olst to Para e ~Rmt,e.r kFa,c,.e-na ed/ . n/3 eac,h !ap 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/§" L,ei~ing Joist Laps ov~,r rai~i[ions, L~ace-nailed) n/ 3 eaCh lap C~pltqr T~e, to. Rafter,.{Face-,naiked} n/ 3 per .tie . MIN. THICKNESS OR AS NOTED. mac~(i,,ng ,o ,after u~-naimo, , 2-8d eoen eno~ FORTE 3, ALL SUBFLOORING TO BE APA RATED STURD-t-FLDOR, Rim aoard to Rafter (End-nailed) 2 - 16d each end EXPOSURE t, 3/4' MIN. THICKNESS. ALL EDOES OF '~AL~ PL OoD TO BES ON SOUD DLOCK,NG. GLUE AND RESIDENCE NAiL PLYWOOD SUBELOOR TO FLOOR ,JOISTS. .Top .P,Io!e to Top, Plate, (Fac,e.-nolled) ~, 2 - 16d ...per rapt .. mp rims at ,JnmrseaUon~ Lm-ace-nai,ea) 4 - 16d jo,n~s-,~acn s,ae ~ EAST MARION, NY 4. ALL H~ERS 8'-O' AND ~?_O-~L BE SUPPORTED ,S. tud, to,SLud ~,~ooe, sno"edl .... ~ - ~ . ~ c.c. WITH DOUBLE UPRIGHTS, AND OVER WITH ~eaaer m Header Voce-~llea) 1~ 16 o,c, along edges 710 TRUWANS PATH TRIPE UPRIGHTS. ALL HEADERS SHALL BE A ~- 16d MIN~UM OF 2-2X8 OR AS SHOWN ON DRAWING. Top or Bottom Plate to Stud (End-ndled) per 2~x~4 stud 2 - 16d per ~xo stud 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 - 16d per 2x8 stud ~ ARCHITECT AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED Bottom Plab to Floor Joist,Bandjeist,Eadjois~ or Blocking (Face-nailed) 2 - ~6d per foot FRANK U£U. fND,~HL JJ O.D. MIN. PROVIDE 2' SP~E FOR AiR CIRCULATION IN ROOFS. FLC©~ F~Arvl NC ~ ~REENPORT, NY 11~44 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, J~ois, t .to ,Sill/.Tgp,~PIote o.,r ~irder (Toe-nailed) 4- 8d per.joist. ~ FAx:TEL: 631-477631-4.7786248624 stairs etc. ) OR AS NOTED ON DRAWINGS. ~nagmg [o ,~ois~ u. oe-nmlea~ 2 - 8d each eno ~J%~jng !o J~.o, ist LT~oe-n~il,eo) .... ~ 2 - 8d each eod U~KIn(J,.to bill or /op,rla[e L /esFna~o) 3 - 16d each block ~ OWNER 7. DOUBLE UP FRAWING UNDER ALL POSTS AND PARALLEL L,e.dgera!rlp, to B, ea~m (Fa~-noile.d,)., 3 - 16d each joist PARTITIONS OR AS NOTED ON DRAWINGS. ~o~ on Leaper zo ~:~m goeT,nmiea) 3 - 8d per jo!s! EOWARD ~ORTE ~nd, J, ois! !o J..qist (E..nd-n.,ail,ed)~ .... 3 - l§d per jols~~ 4.6-3654TH ROAI) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED uana ,~ois~ m bi, or mp Ram uoe-noiles) 2 - 16d per foot WASPLr~d, NY 11~78 WITH RATED OALVANIZED METAL CONNECTORS BY ~ TEL: 917-418-6451 'TECO" OR APPROVED EQUAL. ROOF SHEAT½ NC Structural Panels 8d 4" o.c, ~rimeter zone other 6 o,c. edges of 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. pgnel. 12" o,c. interior BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS of panel SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. D~gono ,Boo~ Sheathings. ,~: '~ ~,,, ,"~ ALL EXTERIOR RAILS SHALL BE ~LVANIZED. 11" x o.or lx 10 or widerX~ t-BdBd perPer suppO~suppon "~ ;'~ ,~'" tO. PL~OOD SHEATHING TO BE RAILED WITH 8 d ~J 4" i- ' Gypsum Wallboard i Sd i 7' edge/lO" field ~g, 11. ALL INERIOR AND EXTERIOR FINISHES, FLASHING WALL SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12' field Rberboord Panels t2. ALL ROOF RAFTERS SHALL BE Al[ACHED TO THE PLATE / / ~oJ:' AND STUD WITH GALVANIZED HURRICANE lYPE 7 16" Sd 3~ edge §" field CONNECTORS BY "TEOD' OR APPROVED EQUAL. FOR 25/ 32' Bd 3 edge'/ 6" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER ,JOIST TO GIRDER Gypsum Wallboard Sd 7" edge/, 10~ field CONNECTIONS. Hardbeord 8d §~ e~e ~ 12.fieldo Por~icleboord Panels 8d § edge/ t2 field ~3. ALL PRE-ENOINEERED LUMBER SHALL BE GEOROIA Oiagoool Boom Sheathing PACIFIC GPI SERIES WOOD-I-BEA~S AND LVL 1~ x 6',or t' x 8" 8d per suppod PRODUCTS OR EQUAL ALL gISTS, GIRDERS AND 1 x 10 or wider t ~ 8d per supper~ HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED - AS PER UANUFACTURERS RECOMMENDATIONS. WEB FLCO~ SHEATHINC STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARIN~ POINTS AT A MINIMUM. A SINGE 1 3/4' Structural Panels 6" ed, ge ,/, ].~'.field LVL RIM ~OIST SHALL BE REQUIRED AT FLOOR 1' or less 1. 8d PERIMETERS. HANDLINg, STORAGE, AND ERECTION OF greater than lOd edge / o field~ SC/LE: NTS COMPONENTS SHALL BE AS PER MANUFACTURERS Dingeaol Board Sheathing RECOMMENDATIONS. l: x 6",.or 1' x 8' t x lO or wlder t-~ per suppo6 ~ FRAUINC NOTES - per support~J Nailing Schedule 14. ALL MULTIPLE LVL PRODUCTS TO H~VE 2 RO~ OF ~/2' DI/L GALVANIZED I~&~,CHINE BOLTS JJ 12' O,C .... Nailing r, equire,~nts ore bqsed.on wall s,hegthing, noiJed §" ,on-eente,r, et the .acne ,edge f.wo! sh, eathing as ~ile,d a on-cemer m me panel eoge m obtain nigher snear caped~ies . nailing regulremems Tar s~rucmrm memoers shall be doubled, or alternate connectors, such as shear plates shall be used to maiotaln ~he load ~)ath. · Whe,n wgll. sh.eathin~ is cg, ntinuo,us .over connected members, the tabulated number of nails shal~be permitted to ce resuceo m J - ICa nail per root A - 9 ~ ADDITION TO THE ~ ~" ~FORTE_ ~ RESIDENCE i I i ~ 710 TRUMANS PATH P.O.~X 316 ' m m ~ 8REN~, ~ 119~ ~L: 631-&7 ~1-477 8624 F~: m ~ I I I m m I ~ EDWARD FOmE 46-36 m m m~ ~sP~, ~ 11378 m m ( ~ TEb 917-418-~51 m m m m ~ ~' ~-- KITCHENm ~UNDR¢ BATH~~ 2 , 5i:-.~. ,.% ,, SHOWER ~ ~ 1~' ~ Y' 1~" 1 1~" < TO SEPTIC SYSTEM ~ Y' ~ mmCRAWL SPACE HOUSE TRAP PLUMBING PLUMB NC R SER D GRAM O~ ~, ~o h \/ NOTES' 1. ELEVATIONS ARE REFERENCErTO N,G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:~ EXISTING CONTOUR LINESARE SHOWN THUS: F. FL - FIRST FLOOR SURVEY OF PROPERTY SfTUA TED A T EAST MARION TOWN OF SOUTHOLD SUFFOLKCOUNTY, NEW YORK S.C. TAXNo. 1000-,51-12-05 SCALE 1"=20' NOVEMBER 28, 2005 ~ AREA = 20,157.63 sq. ff. \,,,, : '% .r', \ NYS, Lic No 49668 Jose Ingegno Land Surveyor PHONE (631)727-2090 Fox [651)727-1727