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35237-Z
Town of Southold Annex 54375MainRoad Southold, New Yorkl1971 CERTIFICATE OF OCCUPANCY 3/7/2011 No: Z-34857 Date: 3/7/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 1655 Old Orchard Road, East Marion, Sec/Block/Lot: 31 .- 15-4.1 Filed Map No. Lot No. filed in this officed dated dated 12/23/2009 conforms substantially to the Application for Building Permit heretofore 12/23/2009 pursuant to which Building Permit No. 35237 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 unfinished basement, attached garage, covered porch and second floor balcony as applied for. The certificate is issued to Thorp, Charles & Thorp, Christine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 9/2/10 3025637 8/26/08 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. 35237 Z Date DECEMBER 23, 2009 Permission is hereby granted to: CHARLES E THORP PO BOX 177 EAST MARION,NY 11939 for : ADDITIONS AI~D ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at 1655 County Tax Map No. 473889 Section 031 pursuant to application dated DECEMBER Building Inspector to expire on JUNE OLD ORCHARD RD EAST MARION Block 0015 Lot No. 004.001 23, 2009 and approved by the 23, 2011. Fee $ 920.80 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS PERMIT NO. BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 32699 Z Date FEBRUARY 5, 2007 Permission is hereby granted to: CHARLES E THORP PO BOX 177 EAST MARION,NY 11939 for : 7~DITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS ~kPPLIED FOR. at premises located at 1655 OLD ORCHARD RD EAST MARION County Tax Map No. 473889 Section 031 Block 0015 Lot No. 004.001 pursuant to application dated JANUARY 3, 2007 and approved by the Building Inspector to expire on AUGUST Fee $ 920.80 5, 2008_. ........ ~ze!~lgnature Rev. 5/8/02 ORIGINAL Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 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: 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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: Location of Property: / House No. Street Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision Permit No. Date of Pe~it. Health Dept. Approval: Planning Board Approval: Request for: Temporary Ce~ificate Fee Submitted: $ (check one) Hamlet Block Filed Map. Lot: Applicant: Underwritem Approval: Final Certificate: (check one) ~pPiicant Si~natui-~f BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 100:38 CERTIFIES THAT Upon the application of upon premises owned by PLATINUM EAST ELECTRIC CHARLIE THORPE 1320 KENNEY'S RD 1655 OLD ORCHARD LANE SOUTHOLD, NY 11971, EAST MARION, NY 11939 Located at 1655 OLD ORCHARD LANE EAST MARION, NY 11939 Application Number: 3025637 Certificate Number: 3025637 Section: Block: Lot: Building Permit: 0 BDC: ns11 "-~!c~r/~'~system consisting of Described as a Rasidantial occupancy, wherein the premises el i~al electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring tothe 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 and found to be in compliance therewith on the 26th Day of August, 2008. authority having jurisdiction, N~ OTY Rathe Rating Circuits Tyne Alarm and emergency equipment Sensor I 0 0 Carbon Monoxide Sensor 7 0 0 Smoke Appliances and Accessories mr Conditioner 2 0 Above 1500 BTU Dish Washer I 0 1.2 KW Exhaust Fan 4 0 F.H.P Furnace I 0 Oil Panels I 60 10 Service Sen~ice Disconnect: 0 200 cb Service1 Phase3w Service Rafing200Amperes Wiring And Devices Dimmer 3 0 120 V Fixture 7 0 Fluorescent Fixture 49 0 Incand~fit 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 PLATINUM EAST ELECTRIC 1320 KENNEY'S RD SOUTHOLD, NY 11971, CHARLIE THORPE 1655 OLD ORCHARD LANE EAST MARION, NY 11939 Located at 1655 OLD ORCHARD LANE EAST MARION, NY 11939 Application Number: 3025637 Section: Block: Lot: Certificate Number: Described as a Residential 3025637 Building Permit: 0 ~.~, BDC: 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, Attached Garage, Outside, Attic, 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 26th Name OTY Rat.._~ Lighting Track 15 0 Outlet 67 0 Outlet 91 0 Paddle Fan 1 0 Receptacle I 0 Receptacle 10 0 Receptacle 43 0 Switch 58 0 Ratint It 30a Circuits Day of August, 2008. Fixture Gen, Purpose Dryer GFCl Gert, Purpose Gen, Purpose 2 of 2 seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Hall. 531'195 Main Road P.O. Box 1 179 .%outhold. N~'~ York 11971-(~J5r} Fax (631) ,'765-9502 Telephone 631) 765.'802 BUILDING DEPARTIvlENT TOWN OF SOUTHOLD CERTIFICATION Date: I certify that thc solder used in the water supply system contains less than 2/10 of' 1% lead. (Phwnbers Signfflure) Swom lo belbre mc this .__~._ _ day of~ , 20. _L~ VlCYd TOTH NotaQ/Public. State of New York No. 01'[06190696 Qualifiod in Suffo k County/' commission Expires July ?.~ INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~LJL~ATION [ ] FRAMING / STRAPPING [~!NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE R~ CONSTRUCTION [ ] FIRE RESISTANT PENETRATION R EMAR~.' ~,~.~/,,~~/~//~ ~ ~'--~r~ ~ DATE /~"'~/~'~L l(~ INSPECTOR.///~~~~, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ]FOUNDATION 1ST [ ]ROUGH PLBG. ]FOUNDATION 2ND [ ]~~N ] FRAMING / STRAPPING [~/] F~A~ [ ] ~ETY INSPECTION 1 F'.':PLAC': ~- C.'~.EY [ ] FIRE RESISTANT C0,S~R~_/~ [ ~. ~ES~AI~/T~ PE*" ,'ATION REMARKS: .~- DATE ~//~-' Mark K. Schwartz, AIA - Architect, PLLC ~.~ P.O. Box 933 ~t~¢~'.~ Cutchogue, NewYork 11935 Phone: (631) 734 - 4185 Fax: (631) 734- 2110 February 05, 2007 Southold Town Building Department Main Road Southold, New York 11971 Re: Thorp House 1655 Old Orchard Lane East Marion, New York To Whom this may concem: I have reviewed the existing septic system at the aforementioned project. The system has a 1000 gallon septic tank with 10' deep x 8' diameter leaching pool I hereby certify, to the best of my knowledge, this system meets code requirements for the proposed 4 bedroom single family residence. Please call this office if you have any questions. Very truly yours, Mark Schwartz ThorpSepticldoc Mark K. Schwartz, AIA - Architect, PLLC Cutchogue, New York 11935 Phone: (631) 734 - 4185 Fax: (631) 734 - 2110 May 15, 2007 Southold Town Building Department Main Road Southold, New York 11971 Re: Thorp House 1655 Old Orchard Lane East Marion, New York Permit V 5 ¥7 To Whom this may concern: I have been on site during the construction phase and have reviewed the foundation installation. To the best of my knowledge, the foundation and damproofing have been completed as per plans and meet or exceed the NYS code requirements. Please call this office ff you have any questions. Very truly yours, Mark Schwartz ThorpFoundCertldoc Mark K. Schwartz, AIA - Architect, PLLC P.O. Box 933 Cutchogue, New York 11935 Phone: (631) 734 - 4185 Fax: (631) 734 - 2110 August 08, 2008 Southold Town Building Department Main Road Southold, New York 11971 Re: Thorp House 1655 Old Orchard Lane East Marion, New York To Whom this may concern: I have been on site during the cons~xuction phase and have reviewed the framing, strapping, rough plumbing and insulation work. To the best of my knowledge, the framing, conneclions, plumbing and insulation installation have been completed as per plans and meet or exceed the NYS code requirements. Please call this office if you have any questions. Very truly yours, Mark Schwartz ThorpFrammg/InsulCer tldoc TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Examined Approved / 5 ,20~~'- ! Disapproved adc Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: APPLICATION FOR BUILDING PE~IT ,,~3 ~ Date 0[/0~/~ ,20 a. ~s application MUST be completely filled ~ by t~ewfiter or in i~ and sub~tted to the Bulldog ~spector with 3 sets of phns, acetate plot pl~ to scale. Fee according to schedule. b. Plot pl~ showing location of lot and of buildings on pre~ses, relations~p to adjoining pre~ses or public streets or ~eas, ~d wate~ays. c. The work covered by t~s application my not be co~enced before issuance of Building Pe~t. d. Upon approval of t~s application, the B~lding ~spector will issue a Building Pe~t to the applicant. Such a prat shall be kept on the presses available for inspection t~ou~out the work. e. No building shall be occupied or used in whole or in pa~ for ~y p~ose what so ever ~til the Building Inspector issues a Ce~ificate of Occupancy. f. Eve~ bulling pe~t shall expire if the work authorized has not co~enced wit~n 12 months after the ~te of iss~ce or ~s not been completed within 18 months from such date. If no zo~ng amendments or other re~lations affecting the prope~y have been enacted in the int~m, the Building ~spector may authohze, in whting, the extension of the prat for an addition six months. Therea~er, a new pe~t shall be required. ~PLICATION IS HE,BY M~E to the Building DepaAment for the issuance of a Building Pe~t pursuant to the Building Zone Ordinance of the Town ot Southold, Suffolk Co~ty, ~w York, and other applicable Laws, Ordin~ces or Re~lmions, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant a~s to comply with all applicable laws, ordinances, building code, housing code, ~d re,latin, and to a~t authorized inspectors on presses and in building for necessa, insp~tions. ~ ~ ~ (Signat~e of a~pl~or name, ifa co~oration) ~" (Mailing ad&ess o~ applic~t) State whether applicant is owner, lessee, agent, ~~general con,actor, electfici~, plumber or builder Name of owner of premises C~ (--- ~ ..J' /~/"/L'~/~ fi5~ (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 4.r' Hamlet County Tax Map No. 1000 Section ~ / Block /t ~'~ Subdivision Filed Map No. (Name) Lot ,' Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Fee b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Addition t~>~ Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, comgl3ercial or mixed occupancy, s_pecify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear .Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stories Rear 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size of lot: Front ~',~_.~-- ~'(.,J~ ~.2~c/ Rear / .Depth Depth 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 NOy Will excess fill be removed from premises? YES __ NO T/'~,~/~Address 14. Names of Owner of pr,emisesL.,/T~t-ffC:t,££ Name of Architect /~.£K- ~c ./?g~',,h~r~. Address Name of Contractor Address Phone No. ~ Phone No '~'~ 4 - Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO . . * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B~E ~EQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 fe.;~ or below, must provide topographical data on survey. STATE OF NEW YORK) SS: /~~'~, being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (Contractor,~ Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Not~l~blic 20r ? ~~ant MELANIE DOROSKI NOTARY PUBLIC, State o~ Ne~ Yod~ No, 01DO4634870 Oualilied in Sufl0tk County-x,^ Commission ~ires SeptemBer 30,~ ,, · Cutchogue, New York 11935 Phone: (631) 734 - 4185 Fax: (631) 734 - 2110 May 15, 2007 Southold Town Building Depm hiient Main Road Southold, New York 11971 Re: Thorp House 1655 Old Orchard Lane East Marion, New York Permit # ~3~.699 Dear Damon: The existing deck (240 sf) has been removed and the garage extension is 8' - 3 ¥2" x 11' - 6" (96 st), therefore the lot coverage has not been increased. Please call this office if you have any questions. Very truly yours, Mark Schwartz ThorpSitePlanlCer tl doc Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD January27, 2009 Mr. Charles Thorp P.O. Box 177 East Marion N.Y. 11939 Dear Mr. Thorp: It has come to the attention of the Southold Town Building Department that Building Permit # 32699 issued on February 5, 2007 for Additions and Alterations, has had no inspections by the Town Building Inspector. Please call # 765-1802 to schedule an inspection. Sincerely: Southold Town Building Department qknvn Hall Annex ,51375 Main Road Soufl~old, NY 11971-0!159 Telephone (631) 76,~-1802 lqtx ((i:~ 1 ) 765-9,502 I:H 1I,I)IN(; I)EPARTMI:,NT TOWN OF SOUTHOLD August 23, 2010 Charlie Thorpe PO Box 177 East Marion, NY 11939 RE: 1655 Old Orchard Lane, East Marion TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Al:Jplication of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. __ Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 35237-Z additions/alterations .J '-/-~ T-/~-E_ 17o4- Sf= 17o~ ~ 173'~ o./~y REScheck Software Version 4.0.1 Compliance Certificate Project Title: THORP Report Date: 02/01/07 Data filename: C:\Program Files\Check\REScheck\thorp.rck Energy Code: Location: Construction Type: Heating Type: Non-Electric Glazing Area Percentage: t8% Heating Degree Days: 5750 Construction Site: 1655 ORCHARD LANE EAST MARtON, NY New York State Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Owner/Agent: CHARLIE THORP 1655 OLD ORCHARD LANE EAST MARION, NY Designer/Contractor: MARK SCHWARTZ MARK K. SCHWARTZ, ARCHITECT, PLLC PO BOX 933 CUTCHOGUE, NY 11935 631-734-4185 mksarchitect~optonline.net Ceiling 1: Flat Ceiling or Scissor Truss: Wall 1: Wood Frame, 16" o.c.: Window 1: Wood Frame;Double Pane with Low-E: Deer 1; Solid; Door 2: Glass: Floor 1: Ali-Wood Joist/Truss;Over Unconditioned Space: 1206 30.0 0.0 42 2054 13.0 0.0 135 256 0.350 90 42 0,300 13 105 0.350 37 1206 30.0 0.0 40 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/.h..~nowiedge, be[JJ~ and professional judgment, such plans o~/~,~j~7//~.~__compliance with this Code. Name - Title ' ' Signature Date ! / THORP Page 1 of 1 SOUTH ELEVATION 2 X 6 ACQ DECK JOISTS 16' O.C. :& 2'0 "X2'O 'x I '0 ' DEEP P.C. PAD W/3 "2# 9~2 Tll @ 16;' O.C. FIREPLACE/FLUE FOOTING / FOUNDATION OFFSET 2' / TO ACCOMODATE STEEL 4'-0' OPENING TO BASEMENT J DECoAR~_~.E_~_.i~IClNt"t~F NEW BASEMENT NEW I] A S EM ['3",rl' NEW BASEMENT 9'2 TJ1 ~ 16" O.C. 14" POUP~ED FOUNDATION INSULATED CONCRETE FORM 8" CORE /..- 91/2TJI@16"OC. ~16 O.C. R.R.&C.J. LIVING ROOM 1/2 TJI @ 16#OC. .GARAGE 5f8" TYPE X GYP. BD. ON WALLS & CEILING FIRE-RATED 45'-4~" 2668 BEDROOM//4 ,[ FIRST FLOOR PLAN 1/4" = I' - O" NEW BASEMENT 2 X S ACQ DECK JOISTS 16" O.C, 39'-4~2" 32'-4~" I I OFFSET 2" TO ACCOMODATE STEEL DECKING OF GARAGE SLAB NEW BASEMENT l I I OIL TA~NK EXIST~qG BASEMENT CONVERT EXISTING BASEMENT WINDOW TO DOOR TO NEW EASEMENT NEW BASEMENT 9"2 T~ ~ 16" O,C, 11'-4' BILCO DOORS CEIL, HEKIIIT 6'-6" FLOOR TO BOTTOM OF FLOOR JOIST BLOCK UP F~XISTING BASEMENT WINDOW 14" POURED FOUNDATION INSULATED CONCRETEFORM g"CORE FOUNDATION PLAN 1/4" = 1' - 0" APPROVED AS.N_..OTED DAT ' V/:__L:-- S.P. FE Cq~, s','v7r7?¢ N' H~OING DEPARTMENT AT 7~ 8AM TO 4PM FOR THE F¢ ,~ iNSPECTIONS: 1. VHON - TWO REQUIRED F ,¢OUREB CONCRETE 2. F ,UGH - FRAMING & pLUMBING 3 F ,SULATION 4. PINAL - CONSTRUCTION MUST BE OOMPLETE FOR C,O. ALL CONSTRUCTION SHALL ME~ THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ~ES~N OR CONST~UCX~O~ ~O~S. ~ RETAIN STORM WA~R RUe ~PURSUANT TO SEOT~N 4~1~ i:oF ~HE ~0~ CpO~ OCCUPANCY OR iS UNLAWFUL ,IOUTCERTIFICATE OCCUPANCY COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TO~N ZBA SOUTHOLD TOWN PU~NNING BOARD SOUTHOLD TOWN TRUSTEES N.Y,S. DEC COMPLYWI~H CHAP!ER "4~." FLOOD DAMAGE PREVENTION 80U~HO,LD TOWN.CODE. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOOATION: ff~$ BEEN AppR~3 ~.V~, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. Pi ~ , ' ' ', TION ON LEAD C,(Jl\, ,r;3&'w SEFORE CERTIFICATE 0~- OCCUPANCy' SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED ?/10 OF t% LEAD. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED REQUIRED CERTIFICATION OF' NAILING & CONNECTIONS 1/4"=1'-0" Xref CADocuments and Settings\Owner\My DocumentsLAutoCAD\Schwartz\MKS24x36TitleBlock.dwg EXIST. D1NING rO3F EXIST. KITCH. IX6 EXIST. ENTRY LIVIN(3 ROOM FIRE-RATED GAF, AGE 5/8" TYPE X GYP. BD, ON BASEMENT ACCESS MOVED: CLOSET RESTORED CLOSET SKL 2668 2668 BEDROOM #4 2 - 2XIOBDR 6-0 X6- I 1 PATIO DOOR 2-14" TREAD STEPS EXST. B/R EXST. SKI.. EXST. OUTDOOR SHOWER EXST DECK --32'-1" 15'_491'' FIRST FLOOR PLAN Kref C:\Documents and Settings\Owner\My Documents\AutoCAD\Schwartz\MKS24x36TitleBlock.dwg O MASTER BEDROOM 2-2XIOHDR '5-0X6-8 PATIO DOOR NEW DECK IMASONRYF,p, 25'-6!L 2 - 2X8 TW30310 ROOF BELOW 2-2X8 10'-0" BEDROOM # 2 BEDROOM # 3 SECOND FLOOR PLAN Xref C:U3ocuments and Settings\Owner\My DocumentsLAutoCAD\Schwartz\MKS24x36TitleBlock.dwg EXST SKL. 3 I/2" PLYWOOD SHEATHING & 15# FELT W/ASF}IALT SHINGLES 2ONT RIDGE VENT 2 X 8 CEILING JOISTS CANTILEVER I1 FLOOR JOIST 16" q1'-3" GRADE EXISTING BASEMENT /ALL W/ BATTi~qSULATION & l/2"$HEETROOK LOOR .IOIST FLITCH PLATE OR LAM BEAM GIRDER 2' CON(CR. PFER SUPPORT COLUMN -4"POURED CONCR, SLAB xPRECAST 6" SLABS nlm' SECTION A - A 1/4" = P-O" XrefCSDocuments and Settings\Owner\My DocumentsLAutoCAD\SchwartzLMKS24x36TitleBlock.dwg 4 CEILING LINE FLOOR LINE CEILING LINE FLOOR LINE GRA [_ EAST ELEVATION ~xlefC~~ s~md~kt Jngs}D_wn er\My Document~\ AutoC AD\Schwartz\MK S24x36TitleBlock-dwrg EXISTING lNG 5 CEILING LINE FLOOR LINE EXISTING CEILING LINE FLOOR ADE LINE F WEST ELEVATION Xref CSDocuments and Settings\Owner\My Documents\AutoCAD\Schwartz\MKS24x36TitleBloctk.dwg 6 CEILING LINE L FLOOR LINE CEILING LINE FLOOR LINE GRADE NORTH ELEVATION Xref C:\Documents and Settines\Owner\Mv Documents~utoCAD\SchwartzXMKS24x36TitleBlock,.dwe CEILING LINE FLOOR LINE CEILING LINE FLOOR LINE- SOUTH ELEVATION 8 Xref C:kDocuments and Settin~s\Owner\Mv DocumemskAutoCAD\Schwartz\MKS24x36TitleBl°ck'dw~ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE TNE FOLLOUJIN~ APP~OYED LISP METAL ~ONNE~TO~5 FO~ Pt~OPE~ I. LIIND t~ESISTANT ~ C~OOD CONSTF~LICTION, FOLLO~ MANLIFAC:;TUF~E'5 t~EC:;OMMENDE~ INSTALLATION INSTt~LIOTION5 TO A~NIEYE MAXIMUM ENDWALL SIDEWALL~ FLOOR USP NUMBER 1 ST. ADS5 2ND. ADS5 DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH BOT, PLATE OF 2ND FLOOR AND TOP PLATES OF 1 ST. FLOOR. CONNECT THROUGH THE FLOORS TO EACH OTHER W! THREADED ROD. WALL STUD METAL STRAP -- RiM BOARD SILL PLATE(S) ~ FOUNDATION HOLD DOWN ANCHOR STAPPING TO SE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS .OCR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" C.C. 4" - 8" LSTA24 t-1/4"x24" 20ga, STRAP AND JACK STUDS )N ALL OPENINGS INSTALL 4'0" O.C, 8" - 14" LSTA30 %1/4"x30" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" C.C. 14" - 16" LSTA36 t-1/4"x36" 18§a, STRAP AND JACK STUDS ON ALL OPENINGS 2ND. FLOOR WALL 1ST. FLOOR WALL KING STUDS STAPPING TO BE ATTACHED TO WALL STUDS @48"OC ~,ND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION CRIPPLE STUD 6" TYP. CONC, FOUNDATION DAMPPROOF EXTERIOR 6MIL POLY ON EXTERIOR KEYWAY FOOTING GRADE 12" ~ MIN, DRAIN TILE DRAIN TILE -1/4"x36" t89a, STRAF INSTALL 4'0" O,C. AND JACK STUDS 3N ALL OPENINGS 1-1/4"x48" 16ga. STRAF INSTALL 4'0" O.C. AND JACK STUDS DN ALL OPENING5 LSTA36 CONC. SLAB 6 MIL. POLY GRANULAR FILL BAR MSTA48 TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONC. SLAB 6X6 t0/10 WWM COMPACT FILL qFORCING BAR HEADER JACK STUDS ,D,,ES ,C, RIPTION APPLICATION 1-1/4 x12 20ga. STRAP AIPPLY~K STUD TYDOWN ANCHOR APP~ ~ nD LOCATION USP NUMBER ALL OPENINGS LSTA12 ALL OPENINGS RT3 OR RT7 CRICKET AT TOP-SIDE OF WALL SHEATHING SIDEWALL FLASHING FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING AT WALL ~- MAINTAIN GAP BETWEEN WALL FINISH AND ROOFING TO AVOID SOAKING PROVIDE HEMMED EDGE AT FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR .~AP TO PREVENT CAPILLARY ACTION STEELCOLUMN- CONC. SLAB COMPACT FILL CONC, FTG.* KEEP ROOFING NAILS OUT OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, EXTENIDS UNDER SHINGLES AT SIDES 4 INCHES AND LAPS SHINGLES AT BASE MIN. 4 INCHES 51D)E LU LL FL BHIN METAL FLABHIN~ AT ALL EA~/EB, SIDEWALLS, MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"xl 2" CONC. FTC. THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. RI[ LOCATION USP NUMBER ,D,.ES.CRIPTION APPLICATION ROOF LSTA24 1-1/4 x24 20ga, STRAP APPLY OVER RIDGE TO EACH RAFTER RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER 4"-6"RAFTER RTl0 5"-t2 RAFTER RT20 DESCRIPTION I APPLICATIONI ,, CONNECT TO 10-314 x 18ga. TYDOWN ANCHORIEACH RAFTER/ 21-1'S" 20 ..TYDOWNANCHORI 22. , ; I RAFTER TOP PLATE~ WALL STUD LOCATION I'USP NUMBER DESCRIPTION RAFTER/PLATE RTl5 TYDOWN ANCHOR PLATE/WALL SPTH4 STUD PLATE ANCHOR DBL. SILL PLATE TERMITE SHIELD SILL GASKET I__ APPLICATION CONNECTEACH RAFTER TO pLATE CONNECT OVER PLATES TO EACH STUE ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR SP583) ANCHOR BOLT CONNECTION SILL PLATE TO FOUNDATION (CRAWL SPACE OR FOUNDATION/ SILL PLATE TO FOUNDATION (CRAWL SPACE OR FOUNDATION) =OUNDATION 5/5" DIA, ANCHOR BOLT ~UPPORTING MAXIMUM SPACING 1 STORY 72" CC 2 STORIES 36" CC WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" CC (SLAB-ON-GRADE) LEDGER RAFTER ;[AFTER SIZEIUSP NUMBER DESCRIPTION 2x6-2x8 LS26 18ga. SLOPE HANGER 2X10 LS210 18ga. SLOPE HANGER APPLICATION APPLY TO EACH RAFTER / LEDGER APPLY TO EACH RAFTER / LEDGER LoE THROUGH-ROOF EXHAUST NTS SELECTED AND AS REQUIRED R[AFTER,~5 MAINTAIN VENTILATION ATTIC SHALL BE PROVIDED WITH A MINIMUM NET FREE VENTILATING AREA NOT LESS THAN t/150 OF THE AREA OF THE SPACE VENTILATED. ALL OPENINGS ~HALL BE COVERED WITH CORROSION- RESISTANT METAL MESH WITH MESH OPENINGS OF % INCH ~N DIMENSION. ILOCKING 2x4 LEDGER 2×4 SOFFIT JOIST CONTIN, SCREENED VEN3 -CONTIN. SOFFIT/EXT. PLYWOOD ~OFFITED EA\/E ROOF VENTILATION / 5OFFITED EA'v'E DETAIL RIDGE CAP OF SAME RAFTERS/ PRE-MANUFACTURED KEEP SHEATHING~ MIN. %1/2" RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE OVER RIDGE TO AIR PASSAGE CONFORM TO SLOPE OF ROOF NEOPRENE GASKET ROOFJACK ROOFING LAPS FLASHING AT SIDES AND TOP FLASHING LAPS ROOFING AT BOTTOM ~OOF JACK.~ ~ VEh4T~ DETAIL 4" U J/ ~X~ UJHH -DO(OR FRAME USE 2X8 FO~ BLOCKOUT 5L~:2PE 4"~2~1'¢~A¥ ~ ~AI~A~E ~OOR TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) ~4 REINFORCING BARS WALL STUD BOTTOM PLATE -- BATHTUB DOUBLE JOIST UPLIFT LOAD CAPAC. IT¥. BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL, FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC WOOD JOIST BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS WOOD JOIST GIRDER/HEADER WOOD JOIST ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. ~/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE, & REDUCE BUMP OUTS STEEL ~EAM TYPICAL E~EAM DETAIL ~TEEL / EBOTTOM E~EAf~INC~ NOTCH JOIST AND ADJUST HEIGHT (WITH A NAILING PLATE IF NEEDED) TO BE APROX. 1/2" OR HIGHER THAN STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SUBFLOOR SUBFLOOR JOIST STEEL BEAM STEEL BEAM PLATE (BOLTED TO BEAM) POCKET WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS U6E TNE FOLLOUJING OF~ ,~,PPROVED LI6P METAL CONNECTOR6 FOR P~OPEf~ LUIND F~E616TANT CON6TF~UCTION. F©LL. OLU MANi. JF,4CTL~F~E'6 F~ECOMMENI~ED INST,~,LL,ATION IN6TRUC, TION5 TO AC. NIEVE M~,><:IMLIM UPL,IFT L,O,4D CAP~,CIT'f'. 4" DIA, MAXIMUM 5T,41R HANDRAILS BALUSTERS 1-1/2" SPACE MINIMUM OPEN ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE STRINGER TO DECK/PORCH CONNECTION WOOD JOIS'[ GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTB CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. 4" MAX. 4" DIA. MAXIMUM ~ ~ GIRDER/HEADER POST/COLUMN IDEC~'./PORCN f~,~ILIN~ POSq: RIM/DECK JOIST POST-TO-DECK CONNECTION USE MIN. (2) 1/2'1 DIA. GALV. BOLTS WITH WASHERS AND NUTS GIRDER/HEADER- POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATIONI USP NUMBER DESCRIPTION I APPLICATION 4x4 ~L.UMN PBS44 / PBSE44 / KC44 POST CAP ANCHORIAPPLY TO EACH COLUMN 6x6 SOLID cOlUMN PBS66 / PBSE66 / KC86 POST CAP ANCHOR APPLY TO EACH COLUMN ~UMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN JOIST GIRDER/HEADER SPLICED JOISTS OVER HEADER/GIRDER -- LOCATION SP NUMBER DESCRIPTION APPLICATION JOIST TO GIRDER/HEADER RTl0 TYDOWN ANCHOR CONNECT TO EACH JO~ I POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) tt2" DIA. GALV. BOLTS WITH WASHERS AND NUTS ~IRDER/NE,4,~ER POBT/C, OLUMN GIRDER/HEADEI~ TO POSTICOLLIP1N CONNECTION FLOOR FRAMING BLOCKING FOR LAG BOLTS RIM WOOf BLOCKING FLASHING TUCKED UNDER PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW - '1/2" DIA. LAG BOLTS W/WASHERS CONNECTED TO BLDG. ~32" CC tANGER 2x JOISTS POST 12"x12"xt2" CONCRETE FOOTING DECK/PORCH LEDGER CONNECTION SPLICED JOISTS OVER HEADER/GIRDER ~/OOD GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RTl0 TYDOWN ANCHORS DECK POST FTG. CONNECTION DESCRIPTION LOCATIONI UBPNUMBER POST/BEAM ANCHOR, 4X4 POST PAU44 OR WE44 6X6POST PAU66ORWE66 POST BEAM ANCHOR, GIRDER CONCRETE PIER APPLICATION APPLY TO EACH FOOTING APPLY TO EACH FOOTING HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION (2) BEAMS PAU44 OR WE44 POST / BEAM ANCHOR[ APPLY TO EACH PIER (3) BEAMS PAU66 OR WE66 POST / BEAM ANCHOR[ APPLY TO EACH P ER LAY PLASTIC BASE DIRECTLY ON UNDISTURBED SOil (ORGANICS REMOVED) LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES' INSTRUCTIONS OlBTLIRtBEID / POOR 50IL LAY 4-6" LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES' INSTRUCTIONS CONC, PIER FOOTING AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT THE DIVISION OF CODE ENFORCEMENT AND ADMINiSTRATiONS FINDS THIS PRODUCT DECK & PORCH NOTES: , all framing material to be #1 ACQ pressure treated lumber. hangers and anchors to be galvin/zed or stainless steel. . Girders for deck joists to be boged or anchored to each post or pier with washers and nuts. i concrete piers shall be anchored with proper steel connectors anchored Into concrete with a minimum 1/2" die x 7" long anchor bolt with washers and nuts. 3. Posts support n,g,, g rders,shalI be anchored to a t 2"xl 2"x12" thick concrete footing. Use a minimum 1t2 d a x 7 long anchor bolt with washes and nuts. Footings She be 4 ft. below grade. 4). Deck joists to have blocking at 8'0 c.c.. 5). A minimum of 1 g inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts at 16" C.C. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors~ Each Joist shall also be anchored to girder(s). 8). Uae simpson hangers and anchors with Z-MAX trlppts protective coating or equal for any contact with ACQ. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUNDI WIND I SEISMIC I I FROSTI WINTER ICESBIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY LOAD (MPH) CATEGORY DEPTH DESIGNTEMP, UNDERLAYMENTREQUiRED / .I I"L" .0 B I SEVE.E I [ ET' ¢,E GDERATESL'G"T'O . .O.E FLOOD HAZARDS NAILING SCHEDULE NAIL NAIL NOTES JOINT DESCRIPTION QTY. ~PACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDEF JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL EACH TOE BLOCKING TO: - 16d COMMON BLOCK NAIL SILL OR TOP PLATE LEDGER STRIP 3- 16d COMMON EACH FACE TO BEAM JOIST NAil JOIST ON LEDGER 3 - §d COMMON PER TOE TO BEAM JOIST NAIL PER END BAND JOIST 3- 16d COMMON JOIST NAIL TO JOIST BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL Sill OR TOP PLATE FOOT ENEf , L NOTED CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details· They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be censidered as pad[ of the specifications for this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work· There are no warranties for a specific use expressed or implied in the use of these ,plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets sr exceeds manufacture's specifications and applicable codes· 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. Wind Icad requirements shall be taken into account during construction. FOUNDATION NOTES: 1 ). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2), All footings to rest on undisturbed (virgin) soil, 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #4 re-bar, 18" long at 12" o,c.. Use approved epoxy for installation. Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ~o be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Damppreof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code, A 6-mil polyethylene film shall be applied over the below grade pod[ion of exterior walls prior to backfilling. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 1995 SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and ratters to be spaced at 16 inches c.c. unless noted otherwise. 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs· Floors to have ceramic tile installed shall be verified for proper Icad capacity unless noted on plans. 7). Provide 2 - 1-3/4" thick micrelams ( height to match floor joists) around stairwell and/or other access openings unless otherwise noted (typical). 8). Dormers running up roof rafters are to be suppod[ed by double rafters on either side where applicable unless otherwise noted. 9). Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blocking in floor joists under all bearing walls. 10). Provide insulation baffles st eave vents between rafters· Install draft blocking as weeded. · Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir CDX exterior sheathing grade plywood, Plywood to cover over plates and headers. 12). U n less otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfioor as per manufacture's instructions. 13)· All bathroom walls to have 1/2" thick moistu re-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type-x sheetrock. All other padis of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All reof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over, 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. WIND FRAMING NOTES RIDGE-TO-RAFTER ASSEMBLY: gauge strap shall be attached to each pair of rafters In accordance to table 3·4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fal~ in line with studs below, rafters 3r trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overha.ging the rake side of the building shall be connected with uplift connections in accordance with table 3,3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab-on-grade, 15 inches in masonry blodk foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all corners. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" c.c. at the panel edges and 12" c.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. 6). TYPE fi EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3,15a-b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when interior shearwalls are used. Sheathing and connections aha, be in accordance with 2.4,4,2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3,& Window sill plates shall be have steel connectors in accordance with table 3.6. CATHEDRAL CEILING ASSEMBLY: ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling pad[ of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. hangers and anchors to be galvinized or stainless steel. Girders for deck joists to be bolted to each post with washers and nuts. piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts~ 3). Posts suppod[ing girders shall be anchored to a 12"x12!"x12" thick concrete footing. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 fl. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4). Deck joists to have blocking at 8'0 c.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade· 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s), 8). Covered Roofs shall be assembled and anchored the same manner as a typical building· PLUMBING NOTES t). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Depad[ment apprevaL 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements, 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y,S. Residential Construction Code, 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N,Y,S, Residential Construction Code. NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-6d COMMON EACH TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-Sd COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JO[ST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL - QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: f TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON O,C. NAIL HEADER TO 16" C.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST 2 - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL ORTOP PLATE 2- 16d COMMON FOOT SEE NOTE: 1 ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL PANEL 8d AS PERTABLE 3.6 WFCM - SBC CEILING SHEATHING: JOINT DESCRIPTION NAIL I NAIL QTY, SPACING 7 C.C. E GE GYPSUM " D WALLBOARD 5d COOLERS110" O.C. FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS WFCM - SBC 7/16" OSB 3" C.C. EDGE PLYWOOD 6d COMMON 6" C.C. FIELD GYPSUM 7" C.C. EDGE WALLBOARD 5d COOLERS 10" O.C. FIELD FLOOR SHEATHING: STRUCTURAL PANELS ......... I 6" C.C. EDGE I J 1" OR LESS I°a ~u~v"vlur~112" O.C. FIELDI NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge, If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain Icad path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot. PLAN CONTENT, , OCCUPANC'r' CLASSIFICATION R3 f~ESlDENTIAL E~,UlLDING U~E I~ESlDENTIAL DUJELLING BUILDIN~ HEIGHT TOTAL S~. PT, OF CONSTRUCTION !P~E~C~IPTIVE AS PER N.¥.S. ~ESIDENTI~L CON~T~CTION CODE AND DESIGN CRITERIA 1~55 ~C HIGH ~IND EDITION, ~OOO F~A~E CONSTRUCTION ~ANU~L F~ING ELEMENT5 A~ PER FLOO~ PLAN~, C~O~5 SECTION AND ~ENER~L NOTE5 EXT. ~LCONIE5 ~EC~ ~TTIC~ ~/o ~TOR~E ATTIC5 ~/ ~TO~E 20 (LIVE LOAD5 PSF) ROO~5 (OTNE~ THAN SLEEPINg) ROOM~ (SLEEPINg) 30 ~AU~DRAIL5 (ANT DIRECTION) 200 LO~D PATH 5EL CONSTRUCTION AND~IND P~TN CONNECTION (~OOF - FOUNDATION) DETAIL PAGE ~ GENEraL NOTE P~GE NAILIN~ ~CNEDULE 8EE GENEraL NOTE FI~E ~OTECTION (5~OKE ~ CO2 DETECTORS) ~ 5EL FLOO~ PLAN5 T~U~ ~E~IGN N/~ - ~TANDARD ~TIC~ FR~E CONSTRUCTION ENErgY C~LCULATION~ RE,CHECK 3,3,3 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROS1 WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN'I' FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHTTO TO HEAVY MODERATE 11 NONE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 SEE NOTES: 1 { BOTH FIELDS INTERIIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" C.C. 8d COMMON @ 4" C.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c, nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches c.c. 3). Tabulated 4 inch c.c. nail spacing assumes sheathing to rafter / truss framing members with G>0,49. For framing members with 0.42<G<g.4g, the nail spacing shall be reduced to 3 inches WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING ~IAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" C.C. 6d COMMON @ 12" C.C. NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1 ). For wall sheathiing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 irach c.c. nail spacing assumes sheathing attached to stud framing members with G>0,49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches c.c. 3), For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R~,O2,~, - FIREI-~,LOCK, ING FlreE:,lock, ln~j shall ~e provided t~ cu~ o¢¢ afl concealed drar~ openrn~s (both ver~lcal an~ h~rlzon~al) flreblockln~ ehafl be provided In ~oo~-frame construction In the Follo~ln~ Ioca[lone, I), In concealed spaces of' sf. ud LualIs and partitions, lncludTn~ furred spaces, at the cellin~ and Floor levels, Concealed horizontal ~u~d spaces ahall a[~o usln~ parallel ro~s of etu~s or slandered e~uds. 21 At all lnterconnectlons betuJeen concealect vertical and horizontal spaces such as occur at soffits, drop celllncJs and cove ceilings, 3). In concealed spaces betu~een stair strin~lers at the top and bottom of *.he run, Enclosed spaces under stairs shall compkj LUl+.H Section f~314.~., N.¥.S. ~esldentlal CoOs. Flame and products of combustion. El, For +.he flrelmiockln~ of chimneys and flreplaces, refer +.o Section RIOOI, I~, N,¥,S, Resiclential Code, REVISIONS EXISTING BASEMENT NEW BASEMENT NEW ~3ASEMENT NEW BASEMENT Z Z Z ~ X ~J /' " ',, FOUNDATION PLAN ~- ............ ~-'-77~77'-Y;~7~ ............................................... \ A-! / '" DRAWN: .1G SCALE: 1/4":1'-0" .1OB #: AUGUST 21, 2007 SHEET NUMBER: A-1 EXISTING KrTCHEN BEDROOM #4 EXISTING DINING EXISTING ENTRY LIVING ROO] 20 4' GARAGE ; -~- ~Rof FLOOR PLAN \, A-2 / REVISIONS DRAWN: JG SCALE: 1/4"=1'-0" .10B #: AUGUST 21~ 2007 SHEET NUNBER: REVISIONS ' "' '< ~ BEDROOM ¢~ BATH , ~~ /~ ~ !,:, x ~ ~ ', ','-~, ~ , I~ I - I ~ ir ~ z / Il ATHr __~ , DECK, , X , ,. )~ ,,,.., MASTER ~ L___~ ~ ~ : I! Ii i I ~ II : ==__=,~;,2,~' ,,",",~','¢,:~ ~,c,,,~ ,, ,:P w .77_:--7,52ZZ.Z& .~Z7~ NE *'-Q" ~ :' '*" ~ '*"? ' 0 0 D~WN: .,.~ --