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32453-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPAJlTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33262 I~ate: 09/10/08 THIS U~KTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 650 OLD HARBOR RD NEW SUFFOLK (HOUSE NO.) (STREET) (HA~4LET) County Tax Map No. 473889 Section 117 Block 5 Lot 7 Subdivision Filed Map NO. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 24, 2006 pursuant to which Building l~rrait No. 32453-Z dated OCTOBER 26, 2006 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 ADDITIONS AND ALTERATIONS, INCLUDING SCREENED PORCS AND COVERED ENTRY, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN TOUHEY & PATRICIA LOWRY (OWNER) of the aforesaid building. SUFFOI~KCO~DEP~T~NT OF ~THAPPRO~ N/A RT~t-rKXCJ~L C~RTIFICATHNO. 3038903 12/04/07 PL~ C~TIFICJ%TION DA'r~U 02/15/08 JOE WHITECAVAGE ~zed~ Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 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 Plamfing Board Approval of completed site plan requirements. 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 Cm'iificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Old or Pre-existing Building: N/ (check one) Location of Property: House No. ' ~' Street~mlet Owner or Owners of Property:?/k/l.?~A(,A,.~ Suflblk County Tax Map No 1000, Section Sabdivision Permit No. ~ _~ff~Z~ Date o f' Permit. Health Dept. Approval: Plamfing Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ ~ Block t57_.~7~ __ Lot Filed Map. __ Lol: Applicant: Underwriters Approval: O'7 Final Certificate: ,/ (check one) I ' Applicaat S Town Hall, 53095 Main Road P.O, Box 1179 Sou,hold, Ne,,,,' York 11971-095q BUILDING DEPARTMENT TOWN OlP SOUTHOLD CERTIFICATION Fax (631) 765~95(}2 Telephone (631) 765-1802 BuildingPennit No. 32 ow ler: 70hn Tmhe,/o,_nd (Please print) (Please print) I certi£v that the solder used in the v,,ate~ supply system conlains less than 2/10 o171% lead ~worn 1o befble mi-this (Phunbers Sigma,ute) CHRISTIE HALLOCK Notary Public, Stste of New York No. ~18319_50~ SuffOlk County, COmmissio~ F..q)ims May 31, 20// I17. - 5 - ~l BY THIS'CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 .....~ ~,~"'~-..~ CERTIFIES THAT Upon the application of upon premises owned by ROSLAK ELECTRIC TOUHEY LOWRY PO BOX 164 650 OLD HARBOR RD CUTCHOGUE, NY 11935-2453, NEW SUFFOLK, NY 11956 Located at 650 OLD HARBOR RD NEW SUFFOLK, NY 11956 Application Number: 3038903 Certificate Number: 3038903 Section: Block: Lot: Building Permit: BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, Porch/Deck, g visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 4th Day of December, 2007. Name QTY Rating Type Rate Circuit Alarm and Emergency Equipment Sensor 1 0 CarMon/Smoke Sensor I 0 Smoke Appliances and Accessories Dish Washer 1 0 1.2 KW Exhaust Fan 1 0 F.H.P. Air Conditioner 2 0 30 Amps Wiring and Devices Outlet 19 0 Fixture Fixture 19 0 Incandescent Outlet 36 0 General Purpose Receptacle 23 0 General Purpose Switch 12 0 General Purpose Dimmers 8 0 Paddle Fan 1 0 Receptacle 7 0 GFCI Disconnect 2 0 60a Air Conditioner seal Service Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by ROSLAK ELECTRIC TOUHEY LOWRY PO BOX 164 650 OLD HARBOR RD CUTCHOGUE, NY 11935-2453, NEW SUFFOLK, NY 11956 650 OLD HARBOR RD NEW SUFFOLK, NY 11956 Located at Application Number: 3038903 Certificate Number: 3038903 Section: Block: Lot: Building Permit: BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, Porch/Deck, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 4th Day of December, 2007. Name QTY Rate Rating Circuit Type 1 Phase 3W Service Rating 200 Amperes Service Disconnect: I 200 cb Meters: I seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 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. 32453 Z Date OCTOBER 26, 2006 Permission is hereby granted to: JOHN TOUHEY & PATRICIA LOWRY 262 GARLAND PLACE BROOKLYN,NY 11215 for : ADDITIONS/ALTER3kTIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 117 pursuant to application dated OCTOBER Building Inspector to expire on APRIL Fee $ 150.00 650 OLD HARBOR RD NEW SUFFOLK Block 0005 Lot No. 007 24, 2006 and approved by the 26, 2008. ORIGINAL Rev. 5/8/02 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Date: July 30, 2007 Re: Touhey 650 Old Harbor Rd. New Suffolk, NY Permit #32453 To Whom It May Concern: After a Insulation, inspection was performed on the above structure, it is deemed that all work was done as per plan, and meets all state and local building codes. Any other questions please call. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [/~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAh'I'CONSTRUCTION[ ] FIRE RESISTANT PENETRATION REMARKS: __INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ~ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY INSPECTION ~J~ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSlllUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~)~FRAMING STRAPPIN~G [ ] / FINAL ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE 5--/0 -. '~ INSPECTOR ~/~-~~' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [~FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION ] ROUGH PLBG. ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~)~FOUNDATION 1ST [ [ ]FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION RRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR , ! FIELD'~NSPECTION REPORT DATE COMMENTS , -~. ~ FOUNDATION (1ST) PL~G ~DITION~ COUNTS /~ ~o-//?-.~-? TOWN OF SOUTHOLD PilOPERTY RECORD CARD OWNER FORMER OWNER ~ VILLAGE DISTRICT ACREAGE SUB. LOT RES. DID SEAS. VL. LAND AGE Farm Tillable 1 Tillable 2 Tillable 3 I Woodland Swampland Brushlan~,~ House Plot Tota I IMP. NORAG~L Acre TYPE OF BUILDING FARM COMM. r IND. CB. MISC. Est. Mkt. Velue BUILDING CONDITIOh BELOW ABOVE Value Value Per Acre FRONTAGE ON WATER BULKHEAD DOCK ~,e~ion I i,' Basement ~/? Floors Porch Rooms 1st Flor reez~woy Potio Rooms 2nd Floor arage I Driveway . Dormer Jan 10 70 09:09p Finkestein 212-721-8506 p.2 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 o FAX: (631)444~3360 Web$ita: www.dec.state.ny.us LETTER OF NON JURISDICTION TI~)AL WETLANDS ACT Denise M Sheel~an Commissioner September lg, 2006 Patricia Lowry $ohn Touhey 282 Garfilcd Place Brooklyn, New York 11215 Application #I 473 $-0363_5_~_0_01 ..................... Ldw~-y/Touhey Property, 650 Old Harbor Road, New Suffolk SCTM# 1000-117-05-07 Dear Palricia Lowry and John Touhey: Based on the information you have submitted, the Department of Environmental Conservatim~ i:~ determined thxt the property, laudxvard of the 10' elevation contour, as shown on the survey ps., amd by Joseph A. lngegno dasd 3'uly 20, 2006, is beyond Tidal Wetland Act (Article 25) jurisdictic~:. Therefore, in accor&,n~, wSth tt,~ current Tidal Wettauds Land Use Regulations (6NYCRR Part 661) ns i" :trait is requffed.. Be advised, no construction, sedimentation, or disturbance of any kind may take place ~ea~vard of the lidal wetlands jm'i:.dictioaal boundary, as indicated a~ov~, without a permit. It is your respcnsibilit? to ensure that all precautions are taken to prevem any sed/meatation ar other elterafion or distmbance to the grotmd surface or vegetation within Article 25 jurisdiction which may res~l't ~om your projec=: Suc a precaulJons may include maintaining adequate wurk area betwoen the tidal wefls.,~d jurisd~¢tior al boundary and your project (i.e. a 15' to 20' wS. de construction area) or erecting a tc~mpora~'y fence, ~amer; or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals ~om other agencies or, local municipalities. Sincerely, Dep~try Permit Administrator He.mann, Robert BMFIP file Jan 10 70 09:09p Finkestein 212-721-8506 Jat':ze~ h'. King, 2rill ~..¥. Doherty, Vice-Pi esident Pe~g.v A. Dickerson Dave ]~ergen loire Ho]zapfcl Town lq'ali 53095 Route 25 P.O. Box .~ ~. ;9 t~outb_old, New Y,~'k 11971-0959 Telephone (63 l ~ 7C~5-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TO'~rN OF SOUTHOLD September 7, 2006 Mr. Robert E. Herrmann En-Consultants, Inc. 13'19 North Sea Rd. Southampton, NY 11968 RE: PATRIClA LOWRY & JOHN TOUHEY 651) OLD HARBOR RD., NEW SUFFOLK ~CTM#117-5-7 Dear ~/1~, ,-lerrmann: The Southold Town Board of Trustees reviewed the survey prepared by Joseph A. lngegno dated July 20, 2006 and determined the proposed additions to the existing single-family dwelling to be out of the Wetland jurisdiction under Chapter 275 o,' the Town Wetl;~nd Code and Chapter 111 of tl~e Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 275) a~]d the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary ol seaward of the coastal ,.~rosion hazard area as indicated above, or ~'ithin 100' landward from the top of th ~ bluff, without fi.~d, her authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that al! necessary p[ecautions ~re taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands judsdiclion and Coastal Erosion Hazard A~ea, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boun¢~ary :~:~d the c(mstal erosion hazard area and your project or erecting a temporary fence, bard ;r, or hay t:ale berm. This d('..{¢;,.t:ination is not a determ/natio~ fror~ an'/other '~gency. Jan 10 70 09:10p Finkestein 212-721-8506 p,3 If you have any further questions, please do not hesitate to call. Sincerely, J e~s F. I(ing, Pre '~ent Board ot' Trustees JFK:Ims TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 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 www. northfork.net/So~/thold/ PERMIT NO. :~c~ ~ '~ ~' / Examined / fi-d, 20 Approved /b /~ ,20~ Disapproved Wc Expiration ,20 Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: 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 ort na,~, if a corporation) - I(Mailing tddress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises 'l~(,~t-l,q 1~ 'JFt (~.~ "~!~,L~.t_,I I t^s on the ax rol or latest dee~t) 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 proposeO work will be 49n% House Number Street Hamlet CountyTax Map No. 1000 Section Subdivision (Name) Block 6% '~ Lot Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed constmctionx a. Existing use and occupancy ~r'~.. L~ ,-J [../ ' b. Intended use and occupancy ~,L~ {ff., 5. If dwelling, number of dwelling units If garage, number of cars Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost 4;' (422 0} ~ Addition Other Work Fee Alteration L/'/ (Description) (To be paid on filing this application) Number of dwelling units on each floor 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 ~_~,x~imensions of same structure with alterations or additions: Front Rear Depth Height_ Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Sizeoflot: Front 10. Date of Purchase Rear Depth 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 b/ NO __ 14. Names of Owner of premises Name of Architect .~/ddress (J (-ibhone No 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 IVJAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES [/"NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. / 16. Provide survey, to scale, with accurate ~ounaation 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 OF_'~f~ ~t5~/'['2~...I/~ 0~.-h V'¥['~'-~.~ V/' being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~ (Contract~rpomte 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 manner set forth in the application filed therewith. 200¢ MELANIE DOROSKI NOTARY PUBLIC, State of New Yo~k No. 01004634870 Qualified in Suffolk County .... Qommissioa Expires Septemt~a~ 30(~'~\~ Signature of Appl~nt ~ GENERAL NOTES 4 7 11. 12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODES, THE NEW YORK STATE CONSTRUCTION MANUAL, THE NEW YORK STATE ENERGY CONSERVATION CODE, AND LOCAL BUILDING CODES. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH NEW YORK STATE AND LOCAL CODES. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE BOARD OF FIRE UNDERWRITERS AND LOCAL CODES. PROVIDE A SINGLE STATION SMOKE DETECTING SYSTEM IN AND ADJACENT TO SLEEPING AREAS. ALL CONCRETE, 2500 POUNDS PER SQUARE INCH; 28 DAY TEST, MINIMUM, FOUNDATIONS AND FOOTINGS SIZED FOR SEARING ON VIRGIN SOIL AT A M~NIMIUM BEARING CAPACITY OF 2- TONS PER SQUARE FOOT WITH A MINIMUM OF 3'~" COVER, GRADING AROUND NEW CONS~UCTION SHALL BE SLOPED AWAY AND BLENDED IN TO EXISTING CONTOURS. LUMBER TO BE MINIMUM HEM-FIR CONSTRUCTION GRADE 75 / 25, No I AND No 2, ¢~ 1400 psi AND tb 1150 psi, FOR REPETITIVE MEMBERS WITH E = 1.4 OR BE'FFER ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND / OR ORDERING OF MATERIALS EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE WINDOW OR EXTERIOR DOOR OPENING FOR EMERGENCY ESCAPE AND RESCUE WHERE OPENINGS ARE PROVIDED AS A MEANS OF ESCAPE AND RESCUE THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR WHERE A DOOR OPENING HAVING A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS PROVIDED WITH A BULKHEAD ENCLOSURE, THE BULKHEAD ENCLOSURE SHALL COMPLY WITH ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 7 SQUARE FEET. EXCEPTION. GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS, W~NDOW WELLS REQUIRED FOR EMERGENCY ESCAPE AND RESCUE SHALL HAVE HORIZONTAL DIMENSIONS THAT ALLOW THE DOOR OR WINDOW OF THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED THE HORIZONTAL DIMENSIONS OF THE WINDOW WELL SHALL PROVIDE A MINIMUM NET CLEAR AREA OF 9 SQUARE FEET. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. THIS DRAWING IS AN iNSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE MISCONSTRUED AS A CONTRACT BE3WEEN OWNERAND BUILDER. VICINITY MAP (E)BEDROOM # I j (E) BEDROOM #2 / / (E) OLDS --- (E) CLOS (E) CLOS (E) CLOS (E) CLOS A S- B U I LT S E C O N D FLOOR 1/4" = 1'-o" Lowry & Touhey Residence 650 Old Harbor Road New Suffolk, NY 11956 LIVING ROOM EAT IN KITCHEN BATHROOM ./ DEN AS-BUILT FIRST FLOOR 1/4" 1'-0" N/O/F R. qRTUNG GETRUDE OOODALE PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERIN 87° 55' 00" W 149.58' (ACTUAL) 150' (DEED) \ N/O/F CELIA & MICHAEL WITHERS N/O/F FREDERICKKLEIN & SHARON HEIMINK APPF~OV~ AS NOTED DATE/~)/~Z/~ # ~ - B P. AT 765-1802 8AM TO 4PM FOLLOWING INSFECTIONS: 1, FOUNDATION - TWO FOR POURED CONCRETE 2, ROUGH - FRAMING , 3. 4. FINAL ALL ~ 'HE NEW YORK iSPON$ FOR DESIGN CONSTRUCTION OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFIQ OF OCCUPANCY O '~ COMPLY WiTH ALL , '~EW YORK STATE &" } AND CON · 80UTHOLD TOWN . SOU'FHOLD TOWN SOb ~NOLD TOWb (,$. DEC ON LEAD ..80LDER SUPPLy ~ EXCEED 2/10 p~O~iGN~ OF THE TOWN CODE, SITE PLAN Street Address 650 Old Harbor Road 17,979 SQ. FT. GERTiFiC~ i ":(~NDERWF~JTER~CERTiFOATE~ NAILING & CON REQUIRED REQUIR TOWN OF SOUTHOLD " SUFFOLKCOUNTY NEW YORK AREA = BU_ILDING SINGLE FAMILY DWELLING CONSTRUCTION: TYPE V EXISTING FIRST FLOOR: EXISTING SECOND FLOOR: PROPOSED FIRST FLOOR: ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF TH CODES QF NEW YORK STATE, ,, l ,OOD ZONL -CO-M-eLY WiTH ORAPT~FI "46'~ ~'LOOD DAMAGE PREVENTION SUMMARY PROPOSED SECOND FLOOR: NO CHANGE PROPOSED SCREENED PORCH (UN-HEATED SPACE) 781 SQ FT 515 SQ FT ADDITION = 447 SQ FT TOTAL: 1228 SQ FT TOTAL; 515 SQ FT TOTAL: 218.5 SQ FT OWNERS: ADDRESS: Lowry & Touhey 650 Old Harbor Road New Suffolk, NY 11956 ASSESSORS: 1000-117-05-07 Joseph Fischetti, IP.E. 1725 Hobart Road Southold, NY 11971 631-765-2954 phone 63i-6i4-35i6 facsimile TE ES OF [S 1% LEA N 45-10C ON OF ~ECTION~ --D. 8 3RAWN Lillian Davis DATE September 2006 1/4" = 1'-0 A-1 SHEET 1 OF 10 SHEETS Roof Second Floor Firs[ Floor Basement Floor 4" Thru Roof 4" Thru ROof 4" Thru R~f Sx,.ng COMPLIANCE OPTIONS FOR ADDITIONS ~ '--~ I THE PROPOSED ADDITION COMPLIES WITH THE NEW YORK STATE ENERGY CODE BY USING MINIMUM STANDARDS AND DOES NOT NEED TO REQUIRE TO THE ENERGY REQUIREMENTS. .. '4" /~ 2" CLIMATE ZONE MAX FENESTRATION MIN CEIL R- VALUE MIN WALL R-VALUE MIN FLOOR R-VALUE (CRAWL SPACE) / A. THE AREA-WEIGHTED AVERAGE U-FACTOR FOR ALL WINDOWS, DOORS, AND SKYLIGHTS IN THE ADDITION MUST NOT EXCEED THE FENESTRATION U-FACTOR REQUIREMENT. 2" F A.~. B. FLOORS OVER OUTSIDE AIR MUST MEET CEILING R-VALUE REQUIREMENTS, C~O C~O Grad~e C THE CRAWL SPACE WALL R-VALUE REQUIREMENTS ARE FOR WALLS OF UNVENTILATED CRAWL SPACES ONLY co~ ~- T 4"E.HC] RISER DIAGRAM NOT*O SC .B PLUMBING WINDOW SCHEDULE D O O R S C H E D U L E SYMBOL SIZEWxH TYPE GLAZING LITES LOCATION FRAME REMARKS DIR SYMBOL SIZE WXh TYPE MATERIAL LITES LOCATION HARDWARE DIR (~ 2' - 0" x 4'-6" DBL HUNG DUAL 3/5 KITCHEN 5 ~2 STUD WALL WEST [] 2,-s" x 6'-8" ~ PANEL WOOD 314 VESTIBULE BECU RJTY SOUTH (~ [] 2- 3'-0" x 6'-8" FULL PANEL WOOD 315 BREAKFAST SECURITY EAST 2' - 0" x 4'-6" DBL HUNG DUAL 3/5 KITCHEN 5 Y2 STUD WALL WEST ~ 2'-8" x 6'-8" FULL PANEL WOOD 315 SUN PORCH SECURITY (~ 3 - 2'-0" x 4'-0" CASEMENTS DUAL 3/4 KITCHEN 5 Y2 STUD WALL SOUTH ~ 2,-4" X 6'-8" SOLID WOOD POWDER ROOM PRIVACY (~ 2' - 0" x 2'-6" HOPPER DUAL 3/2 I~ITCH EN 5 Y2 STUD WALL SOUTH FINISH SCHEDULE ~) 2' - 0" x 4'-6" DBL HUNG DUAL 3/5 I<IITCHEN 5 Y~ STUD WALL SOUTH (~) 2'-0"x4'-0" DBLHUNG DUAL 3/5 I~ITCHEN 5Y~STUDWALL NORTH R O O M F L O O R B A S E W A L L CE I L I N G CASE MOLD ~ 3' - 0" x 3'-6" CASEMENT PAIR DUAL 2/3 B~UTLER 5 Y~ STUD WALL EAST KITCHEN WOOD BY OTHER MATCH EXISTING GYP BOARD GYP & PLANK 5/8" x 3 1/4" SQUARE WOOD - STAIN GRADE W/1/4 SHOE (~ 4 - 2'-0" x 4'-6" DBL HUNG DUAL 3/5 DINING ROOM 5 Y2 STUD WALL EAST BUTLER WOOD BY OTHER MATCH EXISTING GYP BOARD BEAD BOARD (~ 2' ~ 0" x 4'-6" DBL HUNG DUAL 3/5 C~INING ROOM 5 Y2 STUD WALL NORTH DINING ROOM WOOD BY OTHER MATCH EXISTING GYP SD/MATCH EXIST MATCH EXIST ~) 3'-0" x 3'-6" DBL HUNG DUAL 2/3 BATHROOM # 2 5 .Y2 STUD WALL EAST POWDER ROOM WOOD BY OTHER MATCH EXISTING GYP BO!ARD {~ 3 - 3'-3 Y4" x 4'-5 ?4" SCREEN PORCH 3 ?2 STUD WALL EAST SUN PORCH PLANK FLOORING MATCH EXISTING PLY OR GYP BEAD BOARD (~ 5 - 2'-11 ~2"x 4%5 Y4" SCREEN PORCH 3 Y2 STUD WALL NORTH BATH # 2 WOOD BY OTHER MATCH EXISTING MATCH EXIST MATCH EXIST (~ 3 - 3'-3,!/4" x 4'-5 Y4" SCREEN PORCH 3 Y2 STUD WAL WEST PORCH PLANK MATCH EXISTING PLY BEAD BOARD ~ / PROVIDE BUG SCREENS FOR ALL DOOR UNITS. ALL DOORS TO BE CERTIFIED. ALL DOORS TO E~E WEATHER STRIPPED. GLAZING IN DOORS TO BE SAFETY GLASS. Low E II w~th Argon gas N O T E ! Tempered Low E II with Argon gas SEE WINDOW SHUTTER DETAIL FOR Tempered Obscure Low E ~1 with Argon gas ~ NON-COMPLIANT WINDOWS ON ISHEETA-10 Lillian Davis September 2006 JOB NUMBER ^-2 Face of stud wall beyond 2-2 New CrawlSpace ~"~ thru bops - wi 2" sq washer and nut ~ 16" o.c staggered top & bot~m ~2x 12 FJ's 16" o c Steps for passageway @ Butlers and Vestibule New Foundation FWood Frame Not Shown Trowelled on MasUc Damp prooting at all exterior wails Ply New 2 x 12 FJ's ~ Ply under wall Ply -- 2x 12 R~m Jo]st 4x4Post I D 4x4Post 1/2"=1'-0" (~) 1/2"=1'-g" (~) ] [] 4 x 4 Post ~ ~ _ PB44 BRICK OVER CONCRETE 4 X 4 Post~ 4X 4 P~t 12" long ~ 4 d~els ~ = I ~ I with d~ pack ~ ~ ( ~ NE :,, c~n:r:t:rLat ~ACE HPAHD Strap pier t~, ~ [ ~ ~ 24 X 18 ACCESS 2 x 12 Floor Joists ~ 16" o.c -- Equal Equal , ~ ~w~x '~;~ELTO 2-2 x'2 PT ~12" = 1'-0" ~ 36" below grade -- TI I ~ I ~ 5 CONCRETE [ 12" sq pier w/bnck veneer ~i ~on over 2'-6" sq ~d x P-O" zl~ ~ -- -- -- 12'-0" ~ NEW F~ME WALL DEMO OR HIDDEN WALL EXISTING FOUNDATION NEW FOUNDATION FILL MASONRY OPENING FOUNDATION PLAN FIRST FLOOR FRAMING SHOWN TYPICAL CONNECTION DETAILS L SEE SHEET A-9 FOR TYPICAL CONNECTION DETAILS AS REQUIRED STRUCTURAL DETAILS ON SHEETA-9 STRUCTURAL CONSTRUCTIONS NOTES ON SHEETA-1G NOTE! SHEAR WALL Y~" ply'good sheathing, full height, sohd blO~k all horizontal seams and nad with ~60 common nails at 3" edge, 0" field See foundagon and First Floor plans for h~31downs. See sheet A-9 for Shear Wall connections Lillian Davis September 2006 JOB NUMBER 1t4" = 1'-0 A-3 SHEET 3 OF 10 SHEETS 6'-3 314" 9'-7 3/4" 7'-7 1/2" DEMO OR HIDDEN WALL EXISTING FOUNDATION NEW FOUNDATION BATT INSULATION FIRST FLOOR PLAN 1/4" = I '-0" SECOND FLOOR AND ROOF FRAMING SHOWN TYPICAL CONNECTION DETAILS J I SEE SHEET A-9 FOR TYPICAL CONNECTION DETAILS AS REQUIRED Roof Beams 1 & 2 r Visually graded 24F-V8 5 125" x 10.5" STRUCTURAL DETAILS ON SHEET A-9 STRUCTURAL CONSTRUCTIONS NOTES ON SHEET A-10 NOTE! SHEAR WALL ~/2 piywood sheath~ing, fall he ght, sol d blcck al~ honzontal seams and nail wdh ;~0 c~ommon nails al 3" edge, 6" flaJd See foundation and First Floor plans for holdowns. See sheet A-9 for Shear Wall connec~ons DR~WN Lillian Davis DATE September 2006 1/4" = 1'-0 ^-4 SHEET 4 OF 10 SHEETS DEMO OR HIDDEN WALL EXISTING FOUNDATION NEW FOUNDATION BATT INSULATION SECOND FLOOR PLAN EXISTING ROOF FRAMING SHOWN TYPICAL CONNECTION DETAILS SEE SHEET A-9 FOR TYPICAL CONNECTION DETAILS AS REQUIRED STRUCTURAL DETAILS ON SHEET A-9 STRUCTURAL CONSTRUCTIONS NOTES ON SHEET A-10 I--Om DR~WN Lillian Davis DATE September 2006 1t4" = 1'-0 A-5 SHEET 5 OF 10 SHEETS (~) Existing Cedar Roof Shingles New Cedar Shingles over I x ~rnng ethps over 2 layers 15~ felt over Y2 CDX iply sheathing over Cedar shingles to Wood railing t~o opening to be greater than 4" New Cedar Roof Shingles New Cedar Roof Shingles (N) New Cedar Roof Shingles Exist cedar shingle roof (E) ~(E) Second Rn FI (N) New Cedar Shingle Siding Exlsh Cedar Shingle Siding Malrt Finished Fto~r New foundation ~nd f~o~-22 .................. ~ ......... Llvl~ng Room Floor (E) (E) WEST ELEVATION Fin Floor (N) -- for 3000= (E) Tinted (E) Typical New Cedar Shingle S~ding HPAHD Strap pier to p~st I I concrete piers I I Wood Lattice - I I L I I [ I 3000 # Cedar Shingles I ~ I 2ng"x 4'-0" Cficket fixed si ~-Wood Fasda Typical Sohd Panel Typical (E) Top of Ridge FRldga vent Screened ~a Peard -- w~..*~t._.;~ow Cedar Roof shingles Second Finished :Igor CedarSMngles ~{N) st Cede ~ ~ ~ (N) Main Fin,she~ Flor ~Corn,~ ~tlh~nF~o;;ar Shingle Siding ~ ~ ~ - N~ Foundation NOTE~ SHEAR WALL ~" pl~ood sheathing, full height, solid bilk a~l hoHzonfal seams N O R T H ,E L~ E V AT I O N_~ (E) (E} (E) (E) (N) New Cedar Shingle S~d~ng :M) S O U T H E L E V A T I O N 1/,4" : ~,-0. E A S T E L E VA T I O N 1/4" = 1'-0" DRAWN Lillian Davis DA3E September 2006 JOB NUMBER 1/4" = 1'-0 A.6 SHEET 6 OF 10 SHEETS 3Jayers 15# felt hot mopped over '~4" CDX plywood roof sheathing over 2 x 14 RR's ripped to 2-2x10 Header 2x6P.T New Cedar Shingles over 1 x fumng over 2 layers 15# felt over ~ CDX ply sheathing over - w/R-38 insulation Block stripe over 2 layers ~ 15~ felt over ~" CDX ?,!y shea~r~g ~ over 2x 12 RR'S @ 16 oc Flash ~ Lap ra~ers and nad wi 3 - 16d ~h lap 7 ~ wdh~ s~mBd toc~tma~h ' ~7, ~ ~~-' '~ FFlash / / over2xl2RR's~16"oc over2x~RR's~l~"o.c, r' Add~-lSbattm ~ yp w ~ Gth-Lam RB2 5~x 10 Y~ ~ ~ ~ --THru RR to ~pt fas~a ~ ~ ~... I~ ~ y~ej ] ~ .~t with R 38 Batt Insulation Open ~ i~ ii ~t~lgmsulatlon ~ ~ ~bd over 2 x 6s~ds ~ 16" o c over ~" CDX ply over 2 x 0 etude ~18~ with R-18 Batt insulatl~ ~ En,arged DMIng ~m/ ~ (E} Enl~ I rllllllllllll I~/~ / (N) CrawlS~e ~ ~ Tr~elled on Maslm Damp p~ng ~ ~ -- '~ ~ ~ ~ 8"mnc ~lls °ver ~ ~ & ~'st'ng Basement In 3 -0" mln grade ~er .1'~" g S ~T I O N A-A ~/~" = ~'-0" S E C T I O NB- B ~/~" = ~'-o~ .... -- .... ~ NOTE A S T R U ~ T U R A L D E T A I L S & N 0 T ES ~ VERIFY ~ISTING F~INGAT FIRST FLOORSTUD W~LGONNEOTION TO 8EOOND FLOOROONNEGTION ~ IF ANY DISOREPANOIES IN THE REPRESENTED F~IN~ AND AS-BUILT OONSULT WITH THE ENGINEER OF REOORD. STRUOTU~L DETAILS ON SHEET A-g I STRUOTU~L OONSTRUOTIONS NOTES ON SHEETA-IO ~~~ ~ IRoof Beams~&2 LEGEND LIVING ROOM DIINING ROOM BASEMENT NEW CRAWL SPACE DEMO OR HIDDEN WALL EXISTING FOUNDATION NEW FOUNDATION BATT INSULATION SECTION C-C Lillian Davis September 2006 JOB NUMBER A-7 SHEET 7 OF 10 SHEETS FINISH NOTES FIRST FLOOR TO BE AIR CONDITIONED. PRICE OUT SWITCHING HEAT TO FORCED AIR. DO NOT USE KOLD MECHANICS CABINETS, FIXTURES, APPLIANCES, TILE AND OTHER SURFACES TO BE EXCLUDED FROM THIS BID. NEW VESTIBULE, DINE, KIT AND SUTLER FLOORS TO SE RECLAIMED WOOD SUPPLIED BY OTHERS, INSTALLED BY GC. 4. ROOF, SIDING, TRIM TO MATCH EXISTING EXCEPT WHERE NOTED. 5 6. 7. WINDOWS - DOUBLE GLAZED, ALL WOOD, WITH PRE-PRIMED WOODEN SCREENS (SCREEN EQUIVALENT OF ANDERSON TRU-SCENE VISIBILITY) CASEMENTS ALL WOOD, OVER BUTLER PANTRY MANUAL SWING IN WITH EXTERIOR SCREEN. CASEMENTS OVER KITCHEN SINK AND UPSTAIRS BATH, CRANK OUT WITH FULL SCREEN (NO CRICKET) SKYLIGHTS INOPERABLE. 9. FINISHES: NEW SCREENED PORCH 1X4 CEDAR plaNK FLOOR, STAINED OR PAINTED. BEADBOARD CEILING ROOF TO BE HOT MOPPED. PIERS TO BE BRICKVENEER. SCREENED LATTICE BETWEEN PEIRS, PAINTED. DINING: DEMO EXIST TILE FLOOR CEILING TO MATCH EXISTING "PLASTER" SKIMCOAT. WALLS, PAINTED DRYWALL 4" BASE, PAINTED, WITH BASE SHOE BUTLER BEAD BOARD CEILING, CABINETS TO BE PRICED SEPARATELY. 1 1/2" CROWN; NO BASE. KITCHEN FLAT PORTION OF CEILING 1X6" PAINTED PLANK, NO CROWN. DRYWALL. 4" SASE PAINTED WITH SHOE SIDE ENTRY LANDING SEE FINISH SCHEDULE ON SHEET A-2 NEW SCREENED PORCH I F~xed Skylight I I F~xed Skylight I (E) LIVING ROOM / (N) 3-WAY D VESTISULE D 12" LANDING BREAKFAST (EAT IN KITCHEN) NEW KITCHEN / Washer - / --// (E) DEN --- f T E S /' REMOVE EXISTING RECESSED LIGHTING FIXTURES AND CLOSE OPENING REMOVE EXISTING ELECTRIC BASE BOARD HEATING AND REPLACE WITH NEW HVAC SYSTEM ELECTRICAL PLAN STRUCTURAL DETAILS & NOTES STRUCTURAL DETAILS ON SHEETA-9 STRUCTURAL CONSTRUCTIONS NOTES ON SHEET A-10 ELECTRICAL LEGEND DIMMER GROUND FAULT INTERRUPTER UNDER CABINET FLUORESCENT TRACK LIGHTING RECESSED LIGHT CEILING FIXTURE WALL FIXTURE DUPLEX OUTLET SWITCH WATERPROOF OUTLET SMOKE DETECTOR REVISIONS AND DA3~ DRAWN Lillian Davis DATE September 2006 3CALE 1/4" = 1'-0 A-8 SHEET § OF 10 SHEETS CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS RIDGE __ NOTCHED RAFTER -- RIDGE __ TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER APPLY TO EACH RAFTER RAFTER-TO-PLATE RTl 5 (USE WITH SPTH4 CONNECTOR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE 1ST. FLOOR-UNDER-SILL PLATE MSTA36 OR RS16-R (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WlNID RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER TOP PLATE © WALL STUD TYPICAL RAFTER TO WALL STUD CONNECTION RAFTER TOP PLATE WALL STUD ALTERNATIVE RAFTER TO WALL STUD CONNECTION PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS FOR ALLOWING HOLDDOWN INSTALLATION SIDEWALL CONNECT CORNER STUD TO TRANSFER SHEAR FASTEN WITH (2) 16d COMMON NAILS @ 6" O.C. ENDWALL SHEAR WALL CORNER CONNECTION ANCHOR BOLT CONNECTION FOUNDATIOt 5/8" DIA. ANCHOR BOLl ANCHOR BOLT CONNECTION SUPPORTIN( MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION 2 STORIES 36" OC (CRAWL SPACE OR FOUNDATION) WALL BOTFOM pLATE TO FOUNDATIOI 11-2 STORIES 57" OC (SLAB~ON-GRADE) USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) WOOD JOIST BLOCKING WOOD GIRDER WALLSTUD BOTTOM PLATE -- BATHTUB DOUBLEJOIST JOIST FRAMING OVER WOOD GIRDER DOUBLE JOIST FOR UNDER A BATHTUB 2ND. FLOOR WALL STUD 2ND. FLOOR PLATE SUBFLOOR RIM BOARD KING STUDS CRIPPLE STUD -- HEADER -- WOOD JOIST 1ST. FLOOR TOP PLATES JACK STUDS GIRDER/HEADER WOOD JOIST 1 ST FLOOR WALL STUD TYPICAl_ HEADER CONNECTIO~ JOIST FRAMING FLUSH WITH GIRDER/HEADE~R TYPICAL MULTI-STORY CONNECTIONS 1ST. FLOOR WALL STUD 1ST. FLOOR PLATE SUBFLOOR SILL GASKET SUB FLOOR DOUBLE SILL PLATE (TO OVERLAP JOINTS) ', ,- ~,',~ DOUBLE JOIST FOUNDATION WALL .. ,. ~ ·. FOUNDATION WALL ~, - _ -.;, _©.. DOUBLE JOIST FOR NON-BEARING WALLS 1ST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING z eptember 2006 JOB NUMBER 8C~,LE ^-9 SHEET 9 of 10 SHEETS GENERAL CONSTRUCTION NOT S CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE AS PER PRESCRIPTIVE DESIGN FROM 1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL, GROUND WIND SEISMIC FROST WINTER ICESHIELD I FLOOD I SNOW SPEED DESIGN WEATHERJNG LINE TERMITE DECAY DESIGN UNDERLAYMENT I LOAD (MPH} CATEeORy DEPTH TEMP REQUIRED HAZARDS ALL NAIL SPACING IS BASED AT 16" O.C. SPACING. ANY OTHER SPACING OR DIFFERENT APPLICATIONS, THE CONTRACTOR z~5 LBS 120 B SEVER~ 3FT MODERATE SLIGHT TO ' TO HEAVY MODERATE 11 Yes SHALL REFER TO THE PRESCRIPTIVE DEIGN SECTION OF THE WOOD FRAMING MANUAL FOR PROPER APPLICATION THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED TO MEET THE MINIMUM LIVE LOAD CRITERIA BELOW. REFER TO SECT. R30t .4 / R301.E OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE uae LIVE LOAD uae LIVE LOAD ROOF FRAMING: ROOF SHEATHING: CEILING SHEATHING: TABLE 3.8 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ALL ROOMS DECKS / PORCHES 40 Par NAIL iEXCEPT SLEEPING ROOMS 40 PSF JOINT DESCRIPTION NAIL QUANTITY NOTED qAIL NAIL NAIL NAIL GUARDRAILS &HANDRAILS 200 lbs. IN SPACING JOINT DESCRIPTION Q~' SPACING NOTES JOINT DESCRIPTION QTY. SPACINe NOTES SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE SLEEPING ROOMS 30 PSF any direction P~FTE R TO 8' WALL: 3~d COMMON EACH 7' o c EDGE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES PASSENGER GARAGE 50 PSF STAIRS 40 PSF TOP PLATE ~0' WALL' 4~d COMMON RAFTER TOE-NAIL STRUCTURAL PANEL 8d ASWFCM - sacPER TABLE 38 WALLBOARDGYPSUM 5d COOLERS I0'OC FIELD 4' PERIMETER EDGE ZONE ]d COMMON ~ 6" e.G. Bd COMMON I~ 6" O.C. SEE NOTES: 1,3 CEILING (NO STORAGE) 10 PSF EXTERIOR BALCONIES 6(} PSF CEILING JOIST 8' WALL' 3-8~ COMMON EACH TOE-NAIL INTERIOR ZONE ~d COMMON ~ 6"O.C. 8d COMMON ~ t 2" O.C. SEE NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD ROOF 45 PSF SNOW LD C EILINGTO TOP PLATEjoiST TO ~ O' WALL' 4-8d COMMONAs PER TABLE 37 JOISTEAcH faCE WALL SHEATHING: FLOOR SHEATHING: GABLE ENDWALL RAKE AND RAKE TRUSS Sd COMMON (~ 4"O C Sd COMMON ~ 4" C.C. SEE NOTES: 1,3 PARALLEL RAFTER WFCM - SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3,7 EACH FACE JOINT DESCRIPTION NAIL NAIL NAIL NAIL OVER PARTITION WFCM-$BC I~P NAIL QTY. SPACINe NOTES JOe, IT DESCRIPTION QTY. SPACING NOTES BUILDING CONSTRUCTION eOL~RT,a ASnERTAB~, E, es P^eE ,^NaLe WFOM-S~D I"OaLE~ .,Ce. MeN ALL ANCHOPJNG, FASTENING, BRACING AND GENERAL CONSTRUCTION TO BE BLOCKING EACH TOE 7116" OSB 3" o C. EDGE ASSEMBLED AS PER N Y.S, RESIDENTIAL CONSTRUCTION CODE. TO RAFTER 2 - 8d COMMON END NAIL REFER TO THE FOLLOWING MANUALS FOR ADDITIONAL FASTENER REQUIREMENTS: aIM BOARD EACH END GYPSUM 7" O.C EDGE ToRAFTEa 2-,, eOMMO, END RA,L W' L.O^RD '0'O.C E,ELD N O T E S : $ eTD 10-99 B~andard for Hurdcsne Resistant Consaucbon ASCE 7-02 (REVISED FROM 7-98)Minimum Design Loads for Buddings and Other Structures WALL FRAMIN G: W I N D O W S H U T T E R D E T A I L ~..= 1.-o. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. JOINT DESCRIPTION NAIL NAIL 1) For roof sheathing within 4 feet of the perimeter edge of the roof including 4 feet on each side of the roof peak, QTY. SPACING NOTES F O R N O N - C O M P L I A N T W I N D O W S the 4 feet perimeter edge zone aEachmenta required she be used TOP PLATE TO PER FACE NAIL 2). Tabutatod 12 inch o.c nail spacing assumes sheath ng attached to rarer / truss framing members with G>0 49 GENERAL CONSTRUCTION NOTES: TOF PLATE 2:- lad COMMON FOOT SEE NOTE: 1 For framing members with <0.42<G<0.4g, the nail spacing shall be reduced to 6 inches o.c. ' TOP PLATES AT JOINTS FACE INTERSECTIONS 4-16d COMMON EA. SIDE NAIL 3) Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss fram ng members with G>0 49 For 1. The information on this set of construction documents is related to basic design STUD TO 24" ~ framing members with 0.42<G<O.49, the nail spacing shall be reduced to 3 inches o c ' intent and framing details. They are intended as a construction aid, not a substitute STUD 2 - 1Bd COMMON FACE for generally accepted geed building practice and compliance with current New York o.c. NAIL~Cont~nuous Sta~e building codes. The General Contractor is responsible for providing standard HEADER TO 16" O.C~ FACE 2 x 4 Blocking construction details and procedures to ensure a professionally finished, structurally HEADER 16d COMMON ALONG EDGES NAIL sound and weatherproof completed product. TOP OR BOTTOM 2 ~ 16d COMMON PER 2x4 STUD END ~Fastening 2 The General Contractor is responsible for ensuring that all work and construction PLATE TO STUD 3 - t 6d COMMON PER 2x6 STUD NAIL See schedule below THESE NOTES ARE ONLY TO BE REFERRED TO if meets current federal, state, county and local codes, ordinances and regulations, etc. BOTTOM PLATE TO: MENTIONED IN SCHEDULE NOTES ONLY These codes are to be considered as part of the specifications for this budding and FLOOR JOIST, BAND JOIST, 2 - t 6d COMMON PER FACE NAIL should be adhered to even if they are in variance with the plan. END JOIST OR BLOCKING FOOT SEE NOTE 1,2 1 . Nadmg requirements are based on wall sheathing W~ndow ~%~" ply wood nailed 6" on-center at the panel edge. If wall shea hing is nailed 3" on-ceoter at the panel edge to obtain higher 3~ Dimensions shall take precedent over scale drawings (do not scale drawings) minimum shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, 4~ The designer has not been engaged for construction supervision and assumes no FLOOR FRAMING: - -- responsibility for construction coordinating with these plans, nor responsibility for Window Horizontal and Ver'ucal such as shear plates, shall be used to maintain load path. construction means, methods, techniques, sequences, or procedures, or for safety NAIL NAIL sill~ 2" x 4" blocking precautions and programs Jn connection with the work. There are no warranties for a JOINT DESCRIPTION QTY. SPACING NOTES-~_ 2). When wall sheathing is continuous over connected specific use expressed or implied in the use of these plans. JOIST TO: PER TOE ~L members, THE tabulated number of nails shall be permitted to be reduced to 1 - 16d nafi per Feet. 5. Refer to floor plans, exterior elevations, and window & exterior door schedule for SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL ~ ~-- types and sizes of windows and exterior doors. BRIDGING EACH TOE ~ ~ Fastening ~See schedule below TO JOIST 2 - 8d COMMON END NAIL ~, 6. General Contractor is to ensure that masonry and fireplace construction meets or Wood~_Continuous exceeds all manufacturers specifications and applicable codes. BLOCKING 2 - 8d COMMON EACH TOE TO JOIST ENO NAIL Stud Wall. 2x4 Blocking TABLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 7. General Contractor to consult and coordinate with the owner for all built in items BLOCKING TO: EACH TOE such as bookcases, shelving, pantry, closets, trim, etc. SILL ORTOP PLATE 3 - 16d COMMON BLOCK NAIL - ~ - BACH FACE NAIL SPACING NAIL SPACING AT INTERMEDIATE 8 Wind 1Gad required connections shall be taken into account during construction LEDGER STRIP 3 - 16d COMMON JOIST NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD The wind protection page should be reviewed prior to starting, TO BEAM SHEATHING LOCATION NOTES JOIST ON LEDGER PER TOE FASTENER SPACING TO BEAM 3 - ad COMMON JOIST NAIL BAND JOIST 3 - 16d COMMON PER END 4' EDGE ZONE 8d COMMON @ 8" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) TO JOIST JOIST NAIL PANAL SIZE < 2' < 2' < 6' < 4' < 6' < 6' < 8' NOTE. 2 FOR PANEL FIELD BAND JOIST TO: PER TOE NAIL GENERAL FOUNDATION NOTES e,LLORTOPPLATE 2- tBd coMMON FOOT ='E NOTE: 1 2Y2" Wood Screws 16" o.c. 16" o,c, 16" o,c. 12" o,c. INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 1. General Contractor & Mason to review plans, elevations and details to determine GENERAL FRAMING NOTES GENE PAL DECK & PORCH NOTES N O T E S: intended heights of finrshed floor(s) above typical grade. 1. Unless otherwise noted, all framing material to be ~'2+BTR. Doug F~r. 2 All footing to rest on undisturbed (virgin) soil 2. Floors, walls ceilings and rafters to be 16" O.C. unless otherwise noted. 1. Unless otherwise noted, all framing material to be #1 ACQ pressure THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Pray de fire-blocking where applicable. 3. Provide 1/2" expansion joint material between concrete slabs and abutting treated lumber. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall concrete or masonry walls occurring in exterior or unheated interior areas. 3. Unless otherwise noted all bearing wall headers to be min. 2-ply 2xl 0. 2. Girders for floor 'Gists to be min. 2-ply 2xl 0 unless otherwise noted. A headers to have adequate bea~ttng on each end or as specified. Girders shall be eit{~er bolted to posts w/1/2" dia. galv. bolts or be used. 4 Any new concrete walls being attached to existing (if any) concrete structure to 4 All flush beams / headers to be intaatied with heavy duty galvanized anchored onto concrete pier. 2). Tabulated 12 inch o,.c. nail spacing assumes sheathing attached to stud framing members with be installed with ~1 re-bar, 15" long @ 12" CC. Use approved epoxy for installation as needed, hangers. Provide Galvanized Han~gers and anchors where applicable to all 3. Joists to have blocking @ 8' O.C. G>0.49. For framing members with 0.42¢G<, the nail spacing shall be reduced to 6 inches o.c. Gists connected to beams 4 All ledgers attached to house to have a flashing barrier, lapping 3). For exterior panel siding, galvanized box nails shall be permitted to be substituted for common nails. 5. Unless otherwise noted, all interior slabs on grade to be 2500 psLconcrata 5 Double up floor eist under walls that run parallel to floor joist and behind the siding between the house and ledger. Ledger shall be under bathtubs. Floors getting ceramic tile shall be verified for load capacity, bo ted to building with 1/2" dia. Galvanized bolts. Exterior slabs on grade to be 3500 psi concrete 6. Provide blocking / bridging in floor Gists @ 8' O.C. Use solid blocking 5. All footing for posts and piers to be 4' below grade. Piers shall GENERAL HVAC SYSTEM NOTES sand or gravel fill with 6x6 wire mesh reinforcing Interior slabs to be placed on g mjb in floor joists under all beadng wa Is. extend a minimum of 6" above grade. 1. Mechanical subcontractor is responsible for adhering to all applicable polyethylene vapor barrier. Foundation Slab to be a minimum of 3-1/2" thick. 7. Provide insulation baffles at came vents between rafters. Install draft: blocking 6. All framing material to have appropriate galvanized hangers and codes and safety requirements. 6. Provide crawl space with one 8x16 cast iron foundation vent for every 150 square anchors. 2. HVAC subcontractor is to fully coordinate all system data and requirements feet of area. 8 Unless otherwise noted, Roof and Walls to have a min. 4-ply 1/2" Fir CDX with the equipment supplier exterior sheathing grade plywood. Plywood to cover over plates and headers. 3. HVAC subcontractor to provide final system layout drawing and subm t t th 7. Provide minimum 18"x24" access opening to crawl space area. to joist w/PL400 adhesive and screwed to floor joists for sub flooring. Finished9' Unless otherwise noted 3/4" T&G Fir or Advantoch plywood to be adhered GENERAL PLUMBING NOTES General Contractor, owner and equipment supplier for finial review and approval. 8. Dampproof exterior OF foundation with bituminous coating as per section R406 of floor to be installed over as per manufacturers instructions. 1. All water supply, drainage and venting to be as per N Y.S. N.Y.S. code A 6-mil polyethylene film shall be applied over the below grade posen 10. All bathroom walls to have 1/2" moisture resistant sheetrock Garage Walls Residential Construction Code GEE ERAL ELECTRICAL NOTES of exterior foundation walls prior to backfilling, and ceilings to have 518" Type-X sheetrock. Untass otherwise noted rest of building to have 1/2" regular sheetrock. All sheetrock to be taped and finished. 2. Verify septic system with Engineer for Suffolk County Health 1. All electrical to be as per N.Y.S. Residential Construction Cede. Departmestapproval. 9. Drainage to be provided as per section R405 of N.Y S. residential code 11. All roofs with a pitch of less that 4.12 shall be installed with Ice & Water Barrier 2. All electrical work shall be underwriters approved. or approved equal. 3. If wall studs, plates or otsts are cut out during installation for any plumbing related work, provide adequate bracing and plates 3. Smoke detectors to be located throughout as per Section R317 of 12. Sill plates to be pressure treated. Use with sill gasket and cop-r-tax or to protect and secure the structure. Verity with the state code N.Y.S. Residential Construction Code. Prove a minimum of 1 Carbon approved e,q..,u, al termite shield, Plates to be anchored to foundation with a and manufacturers recommendation for maximum hole size and Monoxide Detector in building. mmimum 1/2' dia.xT" long anchor bolts @ 6' O.C. and w/i f' of ends and corners, spacing permitted. UaE LIVE LOAD UaE LIVE LOAD ALL ROOMS 40 PSF DECKS / PORCHES 40 Par 'EXCEPT SLEEPING ROOMS 200 lbs. IN SLEEPING ROOMS 30 PSF GUARDRAILB &HANDRAILB any direcflo~ PASSENGER GARAGE 50 PSF STAIRS 40 PSF CEILING (NO STORAGE) 10 PSF EXTERIOR BALCONIES 6(} PSF ROOF 45 PSF SNOW LD September 2006 SCALE :Al0 SHEET 101 of 10 SHEETS