The URL can be used to link to this page

Home My WebLink About33860-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34460 Date: 07/12/10 T~IS ~R'FIFIES that the building ALTERATIONS/ADDITIONS Location of Property: 9480 NASSAU POINT RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 118 Block 6 Lot 7 Sulx~ivision Filed Map No. __ LOt No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 11, 2008 pursuant to which Building Permit No. 33860-Z dated APRIL 29, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS AND ALTERATIONS, INCLUDING PARTIALLY FINISHED BASEMENT, SECOND FLOOR BALCONIES AND BREEZEWAY, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA ~6272, DATED 6/16/09. R~ne ce~ciflcate is issued to M3tRK & LINDA GAMBARDELI,% (OWNER) of the aforesaid building. SIIFFOLK COIR%~I~f DEP~T~T OF ~T~ ~PRO~-~J~ R10-07-0121 06/28/10 ELECT%~ICAL CERTIFICg%T~ NO. 4023203 10/02/09 PLIERS ~TIFICATION DATED 11/24/09 KEVIN REMPE PLUMBING Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA~qTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34459 Date: 07/12/10 T~IS c~KTIFIES that the building ALTERATIONS Location of Property: 9480 NASSAU POINT RD CUTCHOGUE (HOUSE NO.) (STREET) {HAMLET) County Tax Map No. 473889 Section 118 Block 6 Lot 7 subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 11, 2008 pursuant to which Building Permit NO. 33860-Z dated APRIL 29, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The Occupancy for which this certificate is issued is INTERIOR ALTERATIONS TO ACCESSORY TWO CAR GARAGE WITH GUEST OCCUPANCY ~BOIFE AS APPLIED FOR PER ZBA ~6272, DATED 6/16/09. The certificate is issued to MARK & LINDA GAMBARDELLA (OWNER) of the aforesaid building. SUF~)I=K CO~ DEPAR~ OF }~%L~{ APPRO~-~J~ R10-07-0121 06/28/10 ET~t-rKfCAL Cq~RTIFIC3~ NO. 4023203 10/02/09 PLIH~BEI~S C~TIFICATION DA'I'~D 11/24/09 KEVIN REMPE PL~/MBING Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPA/qCY No: Z-34458 Date: 07/12/10 THIS CERTIFIES that the building SWIMMING POOL Location of Property: 9480 NASSAU POINT RD (HOUSE NO.) CoLmt¥ Tax Map No. 473889 Section 118 Subdivision CUTCHOGUE (STREET) (HAMLET) Block 6 Lot 7 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in t~/$ office dated APRIL 11, 2008 pursuant to which Building Permit No. 33860-Z dated APRIL 29, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY IN GROUND SWIMMING POOL WITH FENCE TO CODE AS APPLIED FOR. · ~ne certificate is issued to MARK & LINDA GAMBARDELLA ( OWNER ) of the aforesaid building. S~3FFOLKC~)I~I~fDEPAR~TOFHF2%LT~{APPROIrAL N/A ELE~-rKIC3~L CERTIFIC~%TH NO. 4023203 10/02/09 PLIERS CERTIFICATION DA£~U N/A ~~A~thorize~ Rev. 1/81 Form No. 5 TOWN OF SOUl"HOLD BUILDING DEPARTMENT TOWN HAI,T, 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPA This application must be filled in by typewritex or ink and submitted to the Building D~p~ 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 sialcmcnt from plumber certifying that the solder used in system contains less than 2/I0 of 1% lead. 5. Conunereial building, industrial building, sm~ple resideaces and similar buildings and installations, a certificate of Code Compliance from amhitect or easinecr responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. F~r e~is~ng bui~di~gs (pri~r t~ Apri~ 9~ ~957) n~i~"c~nf~rn~ng uses~ ~r buildings and ``pre~ex~sti~g~ ~and uses: I. Accurate survey of pl'o,ocay showing all property lines, sa'cci,s, building and unusual natural or topographic features. 2. A properly completed apphcation and consent to inspect signed by thc applicant. If a Cmnificate of Occupancy is denied, the Building Inspector slmll state the reasona therefor in writing to the applicant. C. Fees 1. C~rti~cat~ ~f ~ccu~an¢y ~ New dw¢l~ing ~25~ Addi~imts t~ dwe~ing $25~ A~tcrati~a t~ dwel~in~ $25 x~ ~wimmtng pool $25.~i~. ~.cce.~sory 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 Oecupan~y- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary CcatificatcofOccupancy - R~idcntial $15.00, Conmaercial $1.5.00 / ' 9 blew Construction: Old or Pm-existing Building: (check one) House No. OwnerurOwn~sofProlxmy: /tA.,'~/q~-e I J Suffolk County Talx Map No 1~0, S~tion / [ ~ SuMivision Pe~t No. ~37¢~ Date of Pc. mi. Nealth D~t. Appro~l: Pieing Bo~d Approval: R~aeat for: Te~0~ Ce~ficale Strict Hamlet Filed Map. _ Lot: Applicam, q Undcnwit¢~ Approval: Final Certificate: / (check one) BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STRE~=i ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. MICHAEL GAMBARDELLA P.O. BOX 215 9480 NASSAU PT RD SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 Located at 9480 NASSAU PT RD CUTCHOGUE, NY 11935 Application Number: 4023203 Certificate Number: 4023203 Section: Block: Lot: Building Permit: 33860 BDC: ns11 Residential 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, Detached Garage, Outside, Attic, Pool, 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 the2ed Day of October, 2009. Name QTY Rate Rating Circuits Type emergency equipment Alarm and Generator permanent installation 1 0 0 Sensor 3 0 0 Carbon Monoxide Transfer Switch 1 0 0 Appliances and Accessories Air Conditioner 4 0 Above 15000 BTU Dish Washer 2 0 1.2 KVV Exhaust Fan 10 0 F.H.P ~ Furnace 1 0 Oil IA Future Appliance Feeder 1 0 20 Amps ~ Hydro Massage Tub (Therapeutic) 1 0 LA Oven 2 0 40 Amps ~_ Pool / Spa Bonding 1 0 ~ Pool Spa Circulator Pump Motor H.P / 2 0 1 LA Pool Heater 1 0 Gas ~ Pump Motor 1 0 pond F.H.P LA Time Clock Switch 1 0 ~- seal ~ Panels ~ Continued on Next Page I of 3 ~ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. -.I 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 G & S ELECTRICAL CONTR. P.O. BOX 215 SOUTHOLD, NY 11971, MICHAEL GAMBARDELLA 9480 NASSAU PT RD CUTCHOGUE, NY 11935 Located at 9480 NASSAU PT RD CUTCHOGUE, NY 11935 Application Number: 4023203 Certificate Number: 4023203 Section: Block: Lot: Building Permit: 33860 BDC: ns11 Residential 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, Detached Garage, Outside, Attic, Pool, 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 Admjnistratior~L or other authority having jurisdiction, and found to be in compliance therewith on the 2nd Day of October, Z00~. Name QTY Rate Rating Circuits Type 1 100 11 Service Service Disconnect: 1 200 cb ServicelPhase3w Service Rating400Amperes Wiring And Devices AFCI 4 0 Fixture 8 0 Fixture 179 0 GFCl Circuit Breaker 1 0 GFCl Circuit Breaker 1 0 Outlet 187 0 Outlet 226 0 Receptacle 2 0 Receptacle 2 0 Receptacle 26 0 Receptacle 102 0 Switch 161 0 Low Voltage Incandescent pool Fixture Gert, Purpose 20a-laindry Appliance 30a Dryer GFCl Gen, Purpose Gen, ..~c~e Continued on Next Page 2 of 3 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. NEW BY THIS CERTIFICATE OF COMPLIANCE THE 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 G & S ELECTRICAL CONTR. P.O. BOX 215 SOUTHOLD, NY 11971, MICHAEL GAMBARDELLA 9480 NASSAU PT RD CUTCHOGUE, NY 11935 Located at Application Number: 4023203 Section: Block: 9480 NASSAU PT RD CUTCHOGUE, NY 11935 Lot: Certificate Number: 4023203 Building Permit: 33860 BDC: ns11 Described as a Residential 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, Detached Garage, Outside, Attic, Pool, 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 2nd Day of October, 20~. Name QTY Rate Rating Circuits Type (Swimming Pool): This certificate covers compliance at the date of inspection only. Because o f unusual environments it is advisable to have frequent test and/or repairs made by a qualified person. seal 3 of 3 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971~0959 Building Permit No. (PI Plumber: ~ _~ (PI I certify that the s~ lead. Sworn to before me this day of ,.~'~,.~,~v-o~ ~ Notary Public, Telephone (63 I) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOlglq OF SOUTHOLD CERTIFICATION Date: [der used in the water supply system contains less than 2/10 of 1% (Plumbers Signature} County Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town Hall Annex 54375M~n Road P.O. Box 1179 Southold, NewYork 11971~0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0520C Date February 1, 2010 THIS CERTIFIES that the in-ground swimming pool, pervious patio, pool enclosure fence and vegetated non-turf buffer At 9480 Nassau Point Rd., Cutchoguc Suffolk County Tax Map #118-6-7 Conforms to the application for a Trustees Permit heretofore filed in this office dated 11/15/07 pursuant to which Trustees Wetland Permit #6788 dated 12/12/07 was issued and Amended on 9/23/09 conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for an in-ground swimming pool, pervious patio, pool enclosure fence and vegetated non-turf buffer. The certificate is issued to MICHAEL & LINDA GAMBARDELLA owners of the aforesaid property. JAuthorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33860 Z Date APRIL 29, 2008 Permission is hereby granted to: M & L GAMBARDELLA 19 WESTBURY RD GARDEN CITY,NY 11530 for : ADDITION & ALTERATION TO AN EXISTING DWELLING & INT. ACCY ALT. & CONSTRUCTION OF AN INGROUND SWIMMING POOL PER TRUSTEES; 3 CoO.'S REQUIRED at premises located at County Tax Map No. 473889 Section 118 pursuant to application dated APRIL Building Inspector to expire on OCTOBER 9480 NASSAU POINT RD CUTCHOGUE Block 0006 Lot No. 007 11, 2008 and approved by the 29, 2009. Fee $ 2,934.00 Authorized Signature ORIGINAL Rev. 5/8/02 i.!:Mark K. $chvcartz, AIA -Architect, PLLC P.O. Box 933 Cutthogue, New York 11935 Phone: (631) 734 - 4185 Fax: (631) 734 - 2110 Southold Building Depariment Main Road Southold, New York 11971 / Re: Gambardella House 9480 Nassau point Road Cutchogue, New York 11935 Dear Ms. Conk/in. The ce'fling height at the second floor of the detached garage shall be according to NYS Residential code section R305 with a minimum height of 7'-6" and no more than 50 % of the floor area with less than the required height. The bathroom shall have a minimum ceiling height of 6'~8" over the fixtures and at the front clearance area for fixtures as per R307.2. Please call this office with any questions you may have. Gamba~dellaBldgDeptl '=: Ma~k K. $ch~vaz'tz, A[A -Arc]dtect, PLLC Cutchogue, New York 11935 Phone: (631) 734 - 4185 Fax: (631) 734 - 2110 Southold Building Depa~hiient Main Road Southold, New York 11971 Re: Gambardella House 9480 Nassau point Road Cutchogue, New York 11935 \~..~ (SCrM~. Dear Ms. Conklin. The ce'fling height at the second floor of the detached garage shall be according to NYS Residential code section R305 with a minimum height of 7'-6" and no more than 50 % of the floor area with less than the required height. The bathroom shall have a minimum ceiling height of 6'-8" over the fixtures and at the front clearance area for fixtures as per R307.2. Please call this office with any questions you may have. Sincerely, Mark ff~ GambardellaBldgDeptl IKCHiTECT RK SCHWARTZ & ASSOCIATE,S 28495 Ma ~ R td ,, PO Box 933 ,. (;ulcllo,~uc NY 11935 631.734.4185 I x~ ww. mksarchitcct.com January 26, 2010 Southold Town Building Department Main Road Southold, New York 11971 Re: Additions and Alterations to: Gambardella House 9480 Nassau Point Road Cutchogue, New York Permit # 33860 To Whom This May Concern: I have been to the site and inspected the main house insulation installation. The insulation work and fire caulking has been completed as per plans and to the best of my knowledge, it meets or exceeds NYS code requirements. Please call this office ff you have any questions or require additional information. Very truly yo~ Mark Schwartz AIA TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /~FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT coNSTRucTION [ ] FIRE RESISTANT PENETRATION RE?14ARKS,:l /~_'~ ~'~~~ ~ DATE ~)--/o-~ ~' INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [~/INSULATION [ [~~ [ ] FINAL []FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION ~ FIRE RESISTANT PENETRATION REMARKS: INSPECTOR ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION INSPECTION ~ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~" '~ / -~ ~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST ~/ROUGH PLBG. [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE ¥~'- ~'''~ ~ 7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ~/~ROUGH PLBG. /~ / [ ] FOUNDATION 2ND ~"1NSU LATION ~/~~/.~ [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: 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 REMARKS: DATE ~./Z~_.~o ~- ,~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ~/FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [/~INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ] FRAMING/STRAPPING [~..FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ ~-- ~ DATE INSPECTOR ~,~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING ~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE iNSPECTOR __.~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [~ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [~M~ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTAI~I' PENETRATION REMARKS: ~ //~. ~~ DATE 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 RESISTJ~JlT PENE'rR~TION REMARKS:~ - ,,~ ~ INSPECTOR -~ ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ]FOUNDATION 1ST [ ]ROUGH PLBG. ]FOUNDATION 2ND [ ]INSULATION [~)~FRAMING ~ [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKST~./~,~,¢ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ~/FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION INSPECTOR ~~:'~ FEELDEN'SPECTIONREPORTI DATE i COM1M%NTS F OU2",-D ATION (1ST) FOLT-~DATION (2ND) ROUGH FRAbI12NG & PLD'MBEN'G ~ I_NSL%ATION PER N. FLNAL TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Examined Approved Disapproved adc Expiration BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Contact: Phone: ,201 APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST. bo completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets &plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjdining 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 Btlildit~g Inspector may autho, rize, in writing, the extension of the permit for an addiiion six months. Thereafter, a new permit.shall be required. . .APPI~ICATION IS HEREBY MADE to the Building Department f~or 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 constmctinn 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, houSmfl~code, and regul ~rs)and to admit authorized inspectors on premises and in building for necessary inspections. ~_ ~d~ (Signature ofapp'lica~ [,.~ame, ifa corporation) State whether applicant is owner, lesse , ag~en ,~gineer, (Mailing address of applicant) general contractor, electrician, plumber or builder Nameofownerofpremises /~C~ .~L/AJ~;~¢,~ ~'~'~'~'~'~'~'~'~~~ (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. Lo~ ~)and on ycDich proposed wofl~ will/L/,~.,,.C,,~/"'6//,o'7-be do~ House Number Street County Tax Map No. 1000 Section //~ Block Subdivision Filed Map No. Lot Lot (Name) State existing use and occupancy of prem~es and interided use and occupancy of proposed construction: a. Exisfing use and occupancy ,~//',~J~[.P-~ /e::r,4-..~'/'/C fir 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 ~ Alteration Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor If business, co~m~cial_,or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear _Depth Heigh[ Number of SDries Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size oflot: Fronts~'~ ~" ('2R~eear('f ~'~ 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__ NO~_ Will excess fill be removed from premises? YES )~ NO 13. Will lot be re-graded? YES __ /~ ~'~f-~7-~/¢~ ,~ 14. Names of Owner of premises Fj~/~/~I2~/~.,~ Address 19~ Ct~. ~ Phone No,,~7~,-7~Z "~? NameofArchitect ,~/',~g~F.- D'~P/-/,~,,~.7'~_ Address ehoneNo 7..~---dJ,f~' Name of Contractor Address Phone No. 15 a. Is this property within 100 feet cfa tidal wetland or a freshwater wetland? *YES ~ NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet cfa tidal wetland? * YES ~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines· 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: /~[~'~:~,/:55 ~ ,~J'-(~J'-d~---'~being'duly (Name of individual signing contract) above named, (S)He is the sworn, deposes and says that (s)he is the applicant ((~on/ractor, A~ent, 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. Sw~J~before me thixs\ , · X day of_ .~,}{lO~} ~ ~ Nota~ ~ic ~~a~re of Applicant M£LANIE DOROSKI NOTARY PUBLIC, State of New 'toff( No. 01004634870 Qualified in Suffolk County "D ih ~ O Commission Expires Septemb~ 30,~''t-' ~ ~Office Location: Mailing Address: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 16, 2009 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 ZB File # 6272 - Michael and Linda Gambardella, Applicants PropeR Location: 9480 Nassau Point Road, Cutchogue CTM # 1000-118-06-07 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sei:tions A 14-14 to 23, and the Suffolk County Department of Planning issued its reply stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter- community impact. PROPERTY FACTS/DESCRIPTION: The applicant's property consists of 43,658 square feet and 41,687.70 square feet measured from bulkhead. The property is improved with a two-story, single-family dwelling and a two-car garage with a second story non-conforming living unit for guest occupancy only as per Certificate of Occupancy #Z10286 dated 12/5/1980. The propeRty has 137.05 feet along Nassau Point Road, 484.79 feet along the northerly side lot line, 100.04 feet along the westerly lot line and apparent high water line of Great Peconic Bay, and.388.41 feet along the southerly side lot line. BASIS OF APPLICATION: Requests for Variances under Section 280-124, based on the Building Inspector's December 15, 2008 amended Notice of Disapproval conceming a proposed addition to the single-family dwelling. The proposed breezeway addition is proposed to connect the preexisting two-story garage to the single family dwelling, resulting in: (1) a side yard setback at less than the code-required 15 ft. minimum, and (2) lot coverage exceeding the code limitation of 20%. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 28, 2009, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the propeRty, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant requests variances to construct a breezeway between the preexisting two-story garage and the single-family dwelling. The first variances is for a 9.5% variance, for an increase in square footage for this 79.1 sq. ft. breezeway, resulting in a total of 21.9% lot coverage (based on 41,687.7 square feet measured to the bulkhead). A variance is also requested from the 15 ft. minimum side yard requirement, as a result of Page 2 -June 16, 2009 ZB File # 6272 Gambardella CTM No. 118-6-7 removing the accessory status of the garage, and constructing a breezeway addition (connecting the two buildings). There is no change proposed in the current nonconforming 4.8 ft. side yard setback of the existing accessory garage, as a result of this breezewayaddition. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law .~267-b(3)(b)(3)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed breezeway is 7' x 11.3' with a pitched roof and no walls connecting the preexisting this two-story accessory garage (side entry) with a side entry of the single-family dwelling. The existing nonconforming setback of 4.8 feet of the garage will remain unchanged, and the lot coverage is only 1%, or 79.1 square feet. 2. Town Law .~267-b(3)ib)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed location of the connecting breezeway is the only location that requires the least amount of area variance relief. 3. Town Law .~267-b(3}(b)(3). The variance requested herein is not substantial. The actual side yard setback of the proposed breezeway itself will be greater than 15 feet. By connecting the proposed breezeway to the preexisting two-story garage with the existing nonconforming side yard setback at 4.8 feet, the proposed breezeway as an addition to the preexisting two-story gauge inhedts the designated 4.8 ft. side yard setback. The proposed area of 79.1 square feet will increase the lot coverage to 21.9%, resulting in an additional 1% over of the existing lot coverage of 20.9%, which is not substantial, 4. Town Law .~267-b(3)(b)(5). The difficulty has been not been self created in so far as it is a consequence of the location of the preexisting non-conforming two-story garage and the location of the single-family dwelling. 5. Town Law ~267-b(3)~b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the phys cai or environmental conditions in the neighborhood. 6. Town Law ,~267-b. Grant of this relief is the minimum action necessary and adequat~ to enable the applicants to enjoy the benefit of their property, while preserving and protecting the character of the neighborhood and the health~ safety and welfare of the community. RESOLUTION OF THE~BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motiog was offered by Member Schneider, seconded by Member Simon, and duly carded, to GRANT the variance as applied for, as shown on Set of Plans prepared by Mark Schwartz, A.I.A. (Sheets S-1 prepared 1/5/2009, A-1 dated 11/24/08; A-1 dated 11/24/2008). Any deviation from the vadance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Codei other than such uses, setbacks and other features as are expressly addressed in this action. Page 3-June 16, 2009 ZB File # 6272 Gambardella CTM No. 118-6-7 The Board reserves the dght to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. ~ Vote of the Board: Aye;: Members Goehdnger (Ch~aj~,~,a~ch[ip.,[der. This Resolution was duly adopted (4-0). Membei' Oliva was absent. ~ J~--~/,.~~~ ~,'"'Appmved for Filing 6/20/2009 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET f/; ,, S N IMP. TOTAL AGE VILLAGE FARM DATE BUILDING CONDITION W CB. DISTRICT ? ACREAGE COMM. I IND. SUB. TYPE OF BUILDING MISC. r Farm Acre Tillable 1 Tillable 2 Tillable 3 Brushland House Plot Total M. Bldg. Extension Extension Extension O.B. Foundation Bath Basement Floors Interior Finish Ext. Walls , ,,,~ Fire Place ' '~'~ L~' He~ Attic - .-~ Porch ~~,~ ~ -- ) Porch Rooms 1st Floor Patio Rooms 2nd Floor Driveway / TOWN OF SOUTHOLD BUILDING DEPARTM~ENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined ,20 Approved ,20___ Disapproved ac Expiration ,20__ PERMIT NO. Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Storm-Water Assessment Form C°ntact:Mai' to: .f~"~ Phone: '~5 4 ~ 4 / ~ 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 a it hot zed n spect~rs o~ pre m s es and Lq b_Ld, ng .~r necessary ,nspect,cns. ~/~,,,,,/f//~,,t~ (Signature of applica,nt ~r name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lesse engineer, general contractor, electrician, plumber or builder Nameofownerofpremises /~l('~H'"ffFff~C. ~t( L/~/~5>,~ C~ ~2~'~.U~ ' (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Na,me and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Locatign Rfland on which proposed~ork will be done: House Number Street [/~' County Tax Map No. 1000 Section /~i~r' Subdivision (Name) Hamlet Block ~ ~ Filed Map No. Lot ~7 Lot 3. Nature of work (check which applicable): New Building. Repair Removal State existing use and occupancy of premises and intendedt~,e and occupa~,of proposed c~nstruction: a. Existing use and occupancy ."3/~_1 b. Intended use and occupancy Addition ~' Alteration 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Demolition Fee OtherWork ~,4t..-4~r'c- ,qo~',r g'~,,g~,~ (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 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 Rear Depth _Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~'~ 4 ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ,~ 13. Will lot be re-graded? YES NO,z~Will excess fill be removed from premises? YES__ 14. Names of Owner ofpr.emises. ~/~,q~,,qiteOff, g,4M/Address 63,q~' g: l ~ Phone No. NameofArchitect /61',,q/~/~' J~6g'/a,'~,g-~(LAddress/a~ ZTa'.,t: ~2_~$ PhoneNo Name of Contractor Address Cv.TK,"f~'o',~ Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES Y NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS,MAY BE REQUIRED. 9* b. Is this property within 300 feet of a tidal wetland. YES ? NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. l 8. Are there any covenants and restrictions with respect to this property? * YES__ NO ~. · IF YES, PROVIDE A COPY. STATE OF NEW YORK) ss: ~ ~ f---'~q,'"~/~ ~' ~ - being duly sworn, d~oses ~d says that (s)he is the applicant (Name of tnd~v~dual sx~ng contract) above nmed, (S)He is the /~ (Contractor, ~gent, Co~o~te Offic~, et6.) 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. Sworn to before me this 20Oq Notary"-Public // FM# 156 DATE FILED AUGUST 16, 1922 TM# 1000-?~8-06--007 GUARANTEED TO: MICHAEL GAMBARDELLA LINDA GAMBARDELLA COMMONWEALTH LAND TITLE INS. CO. CONC N 54'43'00"E S 54'43'00"W OWNED ~ LOT 92 ~ CJ~ ~ o~,~ ,,,.E~ ~"'~ 484.79' ~ ~ 0¢ w~ m¢C~N[SS) 17 - . . , I t ~/ TENNIS COURT ~l., RESIDENCE ~ / ~ L .... LOT 90 SURVEY OF LOT 91 IN AMENDED MAP "A" OF NASSAU POINT BY NASSAU POINT CLUB PROPERTIES, /NC. SITUATE CUTCHOGUE, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. ,388.41 ' SURVEYED FOR: MICHAEL GAMBARDELLA LINDA GAMBARDELLA SURVEYED: 12 MARCH 2007 SCALE 1"= 40' AREA = 43,658 S.F. OR 1.002 ACRES SURVEYED BY STANLEY J. ISAKSEN, .J~,~., P.O. BOX 294 ~sEW SU~FO[ K. N.Y. 11,9;156 ,,"NYS Lie. '~1o. 4g~75 07R~567 ! COHC N 54'45'00"E POURED GONG F'OUNDAllON (10' WA/I. 'LHICKNESS) TWO STORY WOOD FRAME RESIDENCE EL = 19.18 S 54'43'00"W GARAGE LOT 90 LOT 92 484.79' TENNIS COURT 388.4~' CONC FM# 156 DATE FIEED AUGUST 16, 1922 TM// 1000-1 18-06-007 GUARANTEED TO: MICHAEL GAMBARDELLA L/NDA GAMSARDELLA COMMONWEALTH LAND TITLE INS. CO. SURVEY OF LOT 91 AMENDED MAP "A" OF NASSAU POINT OWNED BY NASSAU POINT CLUB PROPERTIES, SITUATE CUTCHOGUE, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. INC. SURVEYED FOR: MICHAEL GAME~ARDELLA LINDA GAMBARDELLA ~q~Y 20 2009 BLDG. DEPT. TOWN OF SOUTHOLO SURVEYED: 12 MARCH 2007 SCALE 1"= 40' AREA = 45,658 S.E. OR 1.002 ACRES SORVEYED BY STANLEY J. ISA, k~'~ ,JR P.O BOX 294 NEW $1jF//~OLX N.Y. 11956 ~2~¥S Li~ ~ 4927~ 07R1567 · New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 Phone: (631) 444-0365 · FAX: (631) 444-0360 Website: www.dec.state.ny, us LETTER OF NON-JURISDICTION - Article 25 October 26, 2007 Michael & Linda Gambardella 19 Westbury Road Garden City, NY 11530 Re: Application # 1-4738-01407/0003 9480 Nassau Point Rd., Cutchogue SCTM#1000-118-06-07 Dear Permittee: Based on the information you have submitted the Department of Environmental Conservation has determined that: The property landward of the bulkhead greater than 100' in length and constructed prior to 8/20/77, as shown on IR #974 and Aerographics photograph dated 4/6/76, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, ~k~CalTara Permit Administrator cc: MHP Mark K. Schwartz file BOARD OF SOUTHOLD TOWN' TRUSTEES $OUTHOLD, NEW YORK PERMIT IN'O, ~?~ DATE: DECEMBER 12, 2(107 ISSUED TO: LINDA & MICI'[AEL GA~..BARDELLA PROPERTY ADDRESS: 9480 NASSAU POINT ROAD, CUTCIIOGUE $CTM~ ! 18-6-~/ AUTHORIZ&TION Pu. rsuanl to the provisions of Chapter 275 a.nd/or C'aaptar 111 et' thc Town Cod~ oftlu~ Town of Soul~old and iu agcord~lee with the P..esolutioa of thc Board of Trustees adopted at th~ meeting held on December 12. 200?. and iu eonside, mtiou of appli~a~ioll frae, iu the sum of $250~00 paid by Liuda &,iMichael ~ add subject to thc Terms aM Coadltic,ns as stal~l ia 'd~ Resolution, the Southolfl Toys 13oard of Trustees authorized add p~nuit{ fl~¢ following: Wetland Permit to install a 16' x 36' in-ground swimming pool and masonry pervious pool patio; install a pool-enclosing fence; and establish a variable width (21'- ~8') non-turf buffer to be planted with dative vegetation between the existing bulkhead and 14' elevation contour, with the condition et a line of staked hay bales to be installed prior to cOnstruction, and as depicted on the sit~ plan prepared by Mark K. Schwartz, AIA, last dated December 17 2007, and received on December 26, 2007. IN WITNESS WHEREOF, thc said Board of Tmst~es hereby causes its Corporate Seal to be affixed, a~d these presets t~ be subscribed by a majority oFt. he said l~oard as of tl~is date. Town of Southold Erosion, Sedimentation & Storm-Water Run-off A8SESSMENT FORM PROPERTY LOCATION: $.C.T.M. #: o7 blstrlc! Section Rlock Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUEMISSION OF A STORM-WATER~ GRADING, DRAINAGE AND BROSlON CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAl. IN THE STATE OF NEw YORK, Item Number: 1 2 3 4 5 6 7 8 9 (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Will this Project Retain All S~orm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanenI creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow[ Will this Project Require any Land Filling, Grading or Excavafion where Ihere is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matehal within any Parcel? Will this Application Require Land Dislurbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Nalural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100~) feet of a Wetland or Beach? Will there he Silo preparation on Exisfing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped Io Direct Storm-Water Run-Off into and/or in the direction of a Town dghl-of-way? Will this Project Require the Placement of Material, Removal of Vege~afion and/or the Construction of any item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons,) Will this Project Require Sile Preparation within the One Hundred (100) Year Floodplain of any Watercourse? Ye.._~.s N~o NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, aStorm-Water, Grading, Drainage & Erosion Control Plan is Required and Must he Submitted for Review Prior to Issuance of Any Building Permit! EXEMPTION: Ye~s Does this project meel the minimum standards for classification as all Agdcufiural Proied? Note: If You Answered Yes to this Question, aStorm-Water, Grading, Drainage&ErosionControIPlanisNOTRequired! __ No STATE OF NE\¥ YORK, Own¢~ and/or rcp~esematJve of fl~e Ownc~ o[ Ow~mFs, and is duly and~m ized to poi Join/or have performed the stud work and to m~e and file this applicaUon; that MI smtemenks conU~ned m tiffs application a~ e u'uc to the best of [6s M~owledge m~d belid~ ~d fl~at fl~e wot k will be pe,'iUn ned in dm mannel sci fo~ di m tl~c applJcaQon filed her Sworn to belt>~e me this; UNDA ~ ~ - ' ................................. ....... ~ate o~ New ~ork (s~,~; ......... 2~ 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 January 12, 2010 Michael & Linda Gambardella 19 Westbury Road Garden City, NY 11430 ..~E: 9480 Nassau Point Rd, Cutch. o. gue JNOTE~¥..,..J~-~?-- r,,~---, .. _- c.k.-_.-.=_ ' · ' ' -~- ~i~ngXar~i i u~ts,._~n. ,, ...... -' .~;,,&~e ~c~r~of TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $75.00. (3 Certificates of Occupancy) _ Final Health Department approval. ~[ Plumbers solder certificate (all permits involving plumbing after 4/1/84.) ~ Trustees Certificate of Compliance. Final Planning Board Approval. Final Fire Inspection from Fire Marshal. Final inspection from the Building Department. Final Landmark Preservation approval. Building Permit: 33860-Z CONC N 54'43'00"E LOT 92 GARAGE POURED CONC (10" WAU_ THICKNESS) S 54'43'00"W TWO STORY WOOD FRAME RESIDENCE :EL = 19.18 LOT 90 484.79' -227 TENNIS COURT DRIVEmNAY W/ CONC CUR 388.41 ' FM# 756 DATE F/LED AUGUST 16, 1922 TM# ?000-118-06-007 GUARANTEED TO: MICHAEL GAME?ARDELLA LINDA GAME~ARDELLA COMMONWEALTH LAND TITLE /NS. CO SURVEY OF LOT 91 AMENDED MAP "A" OF NASSAU POINT OWNED BY NASSAU POINT CLUB PROPERTIES, SITUATE CUTCHOGUE, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: MICHAEL GAMBARDELLA LINDA GAMBARDELLA /NC. SURVEYED: 12 MARCH 2007 SCALE 1"= 40' AREA = 43,658 SF OR 1.002 ACRES S~'JRVEYED BY STANLEY d. /SAKSEN, dE P.O BOX 2'24 NEW SUFFOLK. N.Y. ? 1956 /YS Lic~ 492F5 07R1567 SURVEY OF LOT 91 AMENDED MAP "A" OF NASSAU POINT FILE No. 156 FILED AUGUST 16, 1922 SITUA T£ CUTCHOGUE TOWN OF SOUIHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-118-06-07 SCALE 1 "=50' DECEMBER 7, 2009 AREA = 43,658 sq. fl. (TO TIE LINE) 1.002 ac. CERTIFIED TO: MICHAEL GAMBARDELLA LINDA GAMBARDELLA COMMONWEALTH LAND TITLE INS. CO. 9~ '0 SEPTIC SYSTEM TiE MEASUREMENTS HOUSE HOUSE HOUSE UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF THE EXISTENCE OF RIOHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED, N.Y.S, Lic, No. 50467 Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fax (531)727-1727 APPARENT HIGH WATER LINE THIS DATE ' EQUALS TIDAL WETLANDS BOUNDARY AS . ~ · ' -. DETERMINED BY EM-CONSULTANTS,mc. . ~ ' ~ ', .. WATER SIDE Of BULKHEAD SIDE YARD '1 X ~ IS IN FLOOD ZONE AE EL. S . · ~ [ (~ TEMPORARY HAY BALES ~ I · SILT FENCING TO BE I I w r ; / BEFORE AND DURING CONSTRUCTION , ~ i~ ' ~ ~ ~ ............. ~[~`~"~3~L~L ~ ~IiiII'I'I~I'IiliI' IilililiI,I,I,IiliI,I,I,I. iii Iii IililiIilliI~IlI'I'I I'I ~¥~[~[~`~ ',', ',I,',',',',','~,',',r,, ~?~ ,',',',',',',',~,,',','~'','','~',',',',',,',',,', ,',',',',',',',~,',',',',~,',',',',',' ~ , ' ~l B~R~ i~E OF BULKHEAD~ ~ da ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~/~m ~ Lm m ~ ~ ~ = [ ~[~ ~ ~ HIGHFENCIN~ ~ ~ PROPOSEDI2STY',m~ ~ 'EX 2BEDROOM' ~ ~AL BURIED PROPANE TANK ~ , ',, ] 2 ~F~;lF;K';~;~';n4' // / /~ ~1:l~l: ,ii ]~l~'l'' I:iNL'l ~ (FROM~RADE ~ I' FRM ADD'ION i~N ~/~ ' '' ~ VERIFY LOCATION IN FIELD = ', ". = ~-~-Z-~-'- ~2'~ S/ / ~L~/ .... ~ ~>.'~[ ~B~g~ O~D~~~ ~- ~ ............. ' ~' L ] (pRoPOSED 2 BEDROOMS) [l~o, ~:, ~ =~ ', ~'" ~EX' TENNIS COURT =~ ~ ~ - ~ ~ / ~ / ~ TO REMAII ~ [ ,: ......I ':~. ~ 'X' ~~ STONE BLEND ~ / ~/~+'~ } =-- ~ ~ ~ = . / ~. ~% ~ ~ ~ ' ' / ,~ ,, ,,, i,: [ ~x~t~ ~: D ~ WAU~ ~ Y~>~trD~ ~ ~ FJ FAN ~AND / ~ ,. / / /~ F ~ ~ 'I : 'I I ~ X ~ ~ATER ~NEPROP OS~D II{~ II I ~ ~ HIgH WATER LINE 3 O POOL) ~~[ ~ CROSSING AND ~ ? ~ ~ ~ ~D'I j, ',"), I ,' I iii : ~ ................................ IIIHIIII .................... I .............. i ' / /(~ ~ 0 H , o ~ ~ SS~ ~3~ W3~.~ (ST) SEPTICTANK 2000GAL. , P"O~TYSCW~ET~" / ~ ~ ~ NON-TURF BUFFER ; J J ~ (LP} L~CHING POOLS: (~) S DIA, X 4 DEEP , ON~H~O~N~PnOP[nT'ES ~ ~ ~ / ~ ~CE DRYWELL: REMOVE / ~ ~ EX HOUSE ~65~SQ fT ............... / ~R~E - '~ /~'~ . ~'~ . ~ ~ ~ ' PROPOSED ADDITION- [257 SQ fT ~ ~ cpAmm..m, on, n, ~[{~/)) NO WELLS DETECTED / / ~u~~ ~ ~ ~ TOTAL:35[7 SQ. FT. ~ ~ v v v ~ / Of PROPOSEDSEPTZCSYSTEH / ~ DRYWELLS FOR BUILDINGS (13,7~ ~ ~I,,,~,*~.... =~.. ~ // ~ ~X. HOUm ~ S~. f~. / (P~TIO AT GRADE) HORE THAN REQUIRED) AND ~ ~ ~~ / IX. GARAGE: G30 SQ. FT. ~ (1) ~' DI~. X 4' DEEP DRY,ELL FOR ~ NEIJ~ ~[WA ~ , (EX. TENNIS CT.: +)~4 S~. FT.) ~ Z POOL BACK WASH NEW TENNIS CT (ADJUSTED): 4~7~ S~. FT. 0 J PROPOSED ADDITION: 12B~ SQ. FT. HOUSE/~G~ / PROPOSED POOL: 576 SO. FT. PROPOSED HOT TUB: ~ SQ. FT. · ~ ~l,o,m~E~OW~,u,~o,,~om ~, ~ .... .., ,, ~, .. j EX. LOT COVERAGE: 1 .3% ,,: - , ' 8' SEPTIC TANKI~ ~ '-.: - ~~~ D S Dl DER USED IN N,T.S. SEWER LINE ~QUIREMENTS ~,,,~,~,~,.~ ,~,~o,,~,,~,o,,..,.o,~.~,,o,,,,~ c~s OF N~,,, NOTES: SEPTIC TANKNOTES: LEACHING PO0~ NOr~: .} .[F~..o ow,,..*UAL FO. O..[. iNS.AL.Tm. CO~n~.T. DATE'~/?AP PgO'FED~ASp #NO}ED~F¢ ~ I~ ILl'ORE,iRED & C~,~ >H N El. NOTIFY BUILDING DEPARTMENT AT ~ :,;;:,;;:,;;: 765-1802 8AM TO 4PM FOR THE ~ PITCH OF ONE-qUARTER INCH PER FOOT AND A CLEAN-O~ OR H~HOLE ~ERYREQU,REb~N~ r- [c~ OF THE CODES OF NEW AS R ECU ~ i1' ?J 0 CONE 6), A ~0' MIN. DI~A~CE ~E~N SED~C T~K AND HODSE SHALL BE N~NTA~D.DIST~BUTION BOXES ~ (~D) ~ YORK STATE. ~OT RESPONSIBLE FOR NDT~:'~qL~aOLD TOWN ~), ~ B~ AND WAL~ O~ TH~ DI~B~ON ~X SHA~ ~E MONO~I~LY 6). ~E SEWER ~NE F~ON THE S~C TANK TO THE L~A~[NG POOL(S) SHALL HAVE A CONSTRU EDOFAPPEO DEmNFOECEOCONCR E, BEEG SS, HIN[MUNP CHOFONE-EIGHT[NCHPERFOOT. GENERATOr PIT SPECIFICATI * CONSTRUCT,ON ERRORS, SOU~¢Z D TOWN FINAL G~DING AND BACKFILLING ~DINSTA~DINAC~O~ANCEWIT"NANUFA~EER'SINS~U~IONSIN NOT~: TA.PE~E~ ~Y HAN~ ASOUT TH~ ~m~, THE PmE(S~ SHA~L ~ S~CmELY CmE~D AT RETAIN STORM WATER RUNO~F~ ~ ~-. THECONPL~D~NSHALLBEBACKBLLEDAND~VEREDW~SU~AB~O~L ABAFFL~IS~QUIREDAT~EINL~SID~OPTHEBOXWHENTHEP~CHOFTHE THEHOUSEFOUNDATIONANAPPROVEDNANHOLECOVEEORC~AN-OUTSHALL ~'~' ~ ~ " ,, '~ ,~¢~' D ,NOT,PROCEEDW FOLLO~NG APPEOV~ TO DO SO BY THE DEPAEmE~ OF H~LTH. THE PROPER~ PIPE FROM ~E SEmC TANK ~ THE BOX ~CEEDS ONE-HA~ INCH PER mOT, BE IN~A~D, 17' .,- !m~ W(~4 OUT ~C~f T-iOA~/' FI lAMING U~'-~L SU~' NA~NUH FIVE PERCENT SLOPE SHA~ BE N~NT~NED ~R A N]N~NUH OF ~EN~ 9). ALL 5~ UN~ SHA~ BE ST~G~. WHEN SE~[ONS OF P~P~ ARE USED, THEY (¢/3/O7) O~ ~ ~(~ C~.~ 'F :OUN~ (20) ~ HO~ZONTA~Y FRO~ THE NEARE~ EDGE OF THE L~CH]NG POOL(S) 5), THE D[S~[BUT~ON BOX SHALL HAVE A N]N[HUH ~NS~DE D]AN~ER OF ~UE FE~. SHA~ BE OF THE SANE MA~AL AND COMMEND ~H COUPLINGS OF THE SANE bRAWN~ HH :/HS BEm~TAPEmNGOFFTOP~VE~$EEPAGEOFTHELEACHATETHEOUGHTHETOE 6).D,STmBU~ON.X~W~.WONSNO~THANmUEFE~'ND~FROH HATEmAL. THECOUPLIN~SHALLBESECUEELYINSTA~EDANDWATEETIGHT, TEST HOLE DATA '"1"'"~ .... I¥" SCALE: IN C~ WHERE A N~HU" ~E PERCENT SLOPE ~NOT BE HA[NT~"ED, TH~ TO GRADE. THE BI~B~ON ~X TO THE PO0~ ~HA~ BE S~ IN ~E DIST*BUTION BOX DATA S U PPLIE D BY: Hc DONALD GEOSCIEN CE ~,~o. TO cOOmN*~.~m,~ THE R~NING WA~S, OR ~HEE"~N$ SHALL BE RE~ED ~ ARCH~EC, BOX 1000, SOUTHOLD, NY 117q 1 (631) 765--3677 ~' , ,' INSTALLEDAND MAINTAINED I I ', P ', ,' BEFORE AND DURING CONSTRUCTION ' = , , .... :~ ~¢ HIGHFENCIN¢ ~ F PROPOSEDm2STY. ,m ~¢ ~ FEX 2BEDROOH~ ~ ~AL BURIED PROPANE TANK % , -. . _ , TO REMAI I, I ''' ~~ STONE BLEND X / ~/~F+.'~hiLL ) , "h,,, ~ ~ HIgH WATER LINE ~ D POOL) ~/~ ~ CnOSSIN~ AND j (LP) L~CHING POOLS: (4) g DIA, X 4 DEEP NON-TU~F BUFFER i ~ ,' re ERING TION FFORE PANC ¢ CNC,; EAD. "m c'- THE OF ;]-iONS :)ES OF ~ 'N GODES ITIONS OF B^ LANNNG O. t,, ', '%' - ~ . EXISTING FRONT ELEVA~ON ,', ii " ~ EXISTING 1ST. FLOOR P~N EXISTING RIGHT EL~ATION Z o SC*L~: ~/~s" = ~'-o' EXISTING FOUNDATION P~N ~'. ~/~"~ ~'~' ..... [~~" " EXISTING REAR ELEVATION SCALE: 3/16" = ]'-D' .......... ..... _ ...... ..... -- - - EXISTING LEET ELEVATION SCALE: 1/8" = 1'-0' SCALE, {SEE PLAN) WALL LEGEND F//////////////~ NEW WALL EAST ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" REVISIONS: SHEET NUMBER: A-2 WEST ELE__V~ION ~Ei ~-:~ NORTH ELEVATION SCALE: 1/4" = 1'-0" A-3 STONE PATIO ON GONGRETE BASE {TYPICAL) NEW HOT TUB NEW POOL , (2) ~THEATRE PROVIDE GRATE OVER WINDOW WELL(TYP) 2- WUDH3226 (21~2X POST EXERCISE ROOM © TOP OF FINISHED FLOOR TO MATCH EXZSTING EX. GERDER z BATH No. i ~ WINDOW WELL (TYPj EX COLUMN J SEE SITE PLAN ,OTUC{~O ZN$IDE ' - [].~ CONNECTED TO DRYWELL ~STONE FLOOR (2) 2x GAMEROOM (RADiaNT HEAT) POST ABOVE EX, COLUMN z -?/AkLW(3~ X~? FT~. ', , VE FOUNDATION PLAN SCALE: 1/4" = 1'-0' PRO]E~ NORTH FINISHED SPACE: 1205.3 SQ. FT. ] STAIRWELL BASEMENT m m N£WSTONE'PA~IO NEW HOT TUB NEW POOL WUDHB026 SITTING RO~ i2'-4 1/+"I ENCLOSED PORCH (B'-O" CEILING HTJ ~ 11'-2 1/2" ABOVE ABOVE POT , (B) I-~X+X~-i~G ML NBn. DINING ROOM LIVING ROOM II 1/2 BATH KITCHL ENTRY (ABOVE) WALK-IN CLOSET PANTRY 7'-2 1/2" MUD ROOM tl WUDHG2G6 q'-7 1/2" _PORCH 20'-0 i MASTER BEDROOM MASTER BATH EX. GARAGE WALL LEGEND I PRO]ECl' NORTH 1ST. FLOOR PLAN- ,.ENERALGONTR^GTDRTOCONP,RMOIREC ,ONDTEN,G I,G,LOOR ~)kEXTER~OR SH~TH[NG TO BE 5IS" TH~CN F=R CDX PLYWOOD. EXISTING LIVING SPACE: 1555.M SQ. FT: ON EACH SIDE OF OPENIN~ PRO.DE 3 ~ACK STUOS ON EACH SIDE FOR ADDED LIVING SPACE: 1307.0 SQ. FT ~:-~ MZCRO~*M COVERED PORCHES: 123,~ SQ. FT, "~ ~) 6) REP~CE~EXISTING~' OPENINGS AND MATCH LOCATIONS AS SHOWN ON P~N. q~ ~ ~ ALL EXTE,IOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE PATI~3J~FT. ~ ~ REVISIONS: mmmm DRAWN MN/MS AprlllO, 200S SHEET NUMBER A-5 // ~ ~ //~ ~ ~ ........ ~ B~ No. ~/ ~ ~ I ~ ~]~ ~1 ~ rrl~ ...... ~ ~" ~[ cOMPUTER NICHE . -- ~'-~" ~ ~~ - ~% ............. ~ I . ' - / .......... ] '~ , ~ J~ /~ ~ ~~~ ' ....... D~ ~ / - BEDROOM No. $ ADDED LIVING SPACE: 1127.1 SQ. FT. .... ~)'ALLREPLACEEXTERIOREXZSTINGoP[NIN~sOPENm~STO HAvEAND HATCHDEs~GN.pRESSuRELOCATIONS ASUPGRADEsSHOWN ONwHiER[mLAN. UPDATED TO MEET CURHENT NYS AND LOCal ~ ~ ~PPLICABLE PROVIDE D~BRI-PROTECTION PANELS WITH FASTENIN~ 1+). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/~" SHEET ROCK, DECKS: 204.7 SQ. FT. ~ / jv----~ PRO]E~ NORTH . HARD~AREUNLESSOPENINGSHAVKIHPACTG~NG BATHROOMC~LINGS~D~AL~SHALLHAVEMOI~TURE-RESIST~T SCALE: 1/4" = 1'-0' ~). ,~v~w .~ ~o, S,ACEO ,UL~S W~T, ,OS~S A,D ~,E,EO WALL LEGEND ~ ---~ FLARED RADIUS , ,,,,, ,r ,,,,~.. ,,,~,,~, ,, ,,,, ~~, ~',, -i ~ , ~ ,,' , ,,,, ~ ~,1~, , "~ "' '~ ~ .......... ' ~ ~ ........ , , , ,,~, , ,,~'1~ ~ , ,, , , ,,,, ~/ ~ , ~,',~ ~L~P~,~ , ~ h', ,','~.I ',~,'.,~, , ,' ' ',,,,' ,,',' ,, ,,,,,~. ,~ ~ ~ , ' ~ ',' ~ ~, ~ ' ~ ~OIO~, ,; ~ ~ , .......... , ,7 ' ,~ ~ ..... ,,'~ ', m m ~, ,, ~ ~ , ,. ~, ,~,~ r ........... ',,' ...... , ' ~ m, ,, ,,~ ~ ,, ,' ,'~,', ,, ',', ,' ,,~, ,,,~ , ~ , 0 ~ o ,:,, ,,, PROJECT NORTH '" ""' >" .... SCALE: 1/4" = 1'-0' EXISTING ROOF ~ . _ ¢~ SHEETNUMBE": A-7 REVISIONS: RIDGE VENT HIN) VI ?T ,,~ ~ L + ~NDINSU~T~ON· -- ~' ~[ m ~ ~,,..~u,~o~, ~ ~ : mm~ IIr~l ~1 . ~ ~ . ~ ' : ~ ~ ', WASHERS A~O HUTS : II :, ,, , . , ....... SCALE: 1/4" = 1'-0" Z SE~ION C-C ,~,~,~,~..0~ z O SCALE: 1/4" = 1..0. ~ - ~--- : :: :,~ :,, :: :: ,,: i: I ',', ',', ',', ',', ',', ',', ',', , ...... " ' ~' '~~t ~ ' ~' ---~-- ~ ~ .............. ~ .... LL' ~' ~ ~ ;- ANa FOOT]N~S ZN FIELD EXISTING ~ ) PROVIDE DRAINS [NSU~T~ON UNDER SLAB 3~" X 12" CONC. FTG, / ~ ~ .,~ , ~;.~, ...........................................................................................~ SECTION SCALE: ~/4" = ~'-0" A-8 [MINi FLUSH HEADER ROOM FINISH SCHEDULE 3/4" SUBFLOOR FLUSH HEADER RIDGE VENT 2XIO DFC2 cji PLUMBING SCHEMATIC SLOPE' 114" PER FOOT PITCH TO DRAIN WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL INSJULATION REQUIREMENTS; CEDAR SHINGLE SIDEWALL INSTALLATION INSTRUCTIONR I INTERIOR TRIM ,.* _,.,,,, c,o, L. STOP - :'*~.'~MO~ ,, ' '"" ~ NORTH ELEVATION ~" TO TOP OF / lS/16"X2'114" W~NSCOAT ~P~ SOUD CORE m~ao k ~~" m. ~,,~o~o,o~ (~.,~ ~c~) INTERIOR DOO~ o~ ~PICAL CLOSET SHELVING ~i.~>~/~,,o~+/-~ ~ ' -- ~M~ A~D~ABL~ ~N ~H D~N~ WDDD SILL ~ ~ ~N~ ~,, INTERIOR SWING DOOR IN WOOD F~HE E~ERIOR S~NG DOOR IN WOOD F~ME GYPSUM DE. ALL NO~: PA~NTJN6 Nu ~ mm: ~NTE~OR TRI~ A-lO GYPSUM DRYWALL NOYes: PAINTING Nu m c~: INTERIOR TRIM NOTES: ADDED PROTECTION AGAINST SNOW INFILTRATION VENTING & STORM WATER MANAGEMENT DETAILS N.T.S. DRY WELLS TO BE 10' MIN, AWAY FROM HOUSE GENERAL, DRY WELLS MUST NOT BE USEO WHERE THERE INSTALLATION WOULD CREATE A EIGNIFIEANT R~SK FOR BASEMENT SEEPAGE OR FLOODING, CAUSE SURFICIAL FLOODING OF GROUNDWATER, OR INTERFERE WITH THE OPERATION OF SURSUSFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL. FINALLY, A DRY WELL SHOULD RE PROTECTED BY EASEMENT, DEED RESTRICTION, ORDINANCE, OR OTHER LEGAL MEASURES THaT PREVENT ITS NEG:LECT, ADVERSE ALTERATION, AND REMOVAL THE BOTTOM OF THE DRY WELL MUST RE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFILTRATION OVER SUOGRADE SOILS CONSTRUCTION: FOR DRY WELLS, PROTECTION OF THE SUaGRADE 50ILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND ELOSGIN~ ARE VITAL, _OGEE GU1TER - STANDARD 5" NOTES' 1), EXECUTION A). DO NOT BEGIN INSTALLAT)ON UNTIL SUBSTRATEG HAVE ~)EEN PROPERLY PREPARED, 2), PREPARATION A) ELEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION DI PREPARE SURFAESS USING METHODS RECOMMENDED By THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SDBSTBATE UNDER THE PRO'EOT CONDITIONS, mm A-11 NYS ENERGY COMPLIANCE NOTES WINDOWS AND DOORS: WINDOW AND DOOR WITH WOOD TRIM: 1). INSULATE HEADER 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE, SI. SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS BEAD OF LOW-EXPANSION FOAM, OR FOAM RACKER ROD AND CAULK. FIBERGLASS ALONE IS NOT ADEQUATE. WINDOW AND DOOR WITH DRYWALL RETURN; 1). CAULK 3-OINT BETWEEN OPENING FRAME AND ROUGH OPENING. 2), DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY, PLUMBING AND ELECTRICAL: SEALING PENETRATIONS: ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST BE SEALED. RECESSED LIGHTS: RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS S02,1 INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 2~3). UNITS WITH A LABEL THAT REFERENCES THIS ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. SERVICE WATER HEATING: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SNUTOFFS. TUB/SHOWER UNITS ON EXTERIOR WALLS: PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL, HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) HEAT LOSS CALCULATIONS AND SYSTEM SIZING: HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. NVAC SYSTEM EFFICIENCIES: THE MINIMUM EFFICIENCY REQUIREMENTS FOR NVAC SYSTEMS ARE GIVEN IN ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS. HVAC CONTROLS: CONTROLS MUST BE IN ACCORDANCE WITH ECCGNYSSOS.3,2 AND 503,3.5. TEMPERATURE CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO SS DEGREES OR LOWER (FOR HEATING) AND/OR SG DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT LEAST S DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND GO~ RELATIVE HUMIDITY, HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR TEMPERATURE. ALL MECHANICAL VENTiLATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLDSED, DUCTS AND PIPES: DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503,3.3. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE ,TACKET IECCCNYS 102.5.3), DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES MUST BE INSULATED. WHENEVER POSSIBLE. MECHANICALS ARE TO BE LOCATED INSIDE THE INSULATED ENVELOPE OF THE HOUSE. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK {ECCCNYS 503,3.4), ALL PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MEETING UL i~IA MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING UL 18'lB MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING, WRITTEN MATERIALS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. REDUCED MOISTURE: EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. C.C. TO CONFIRM THAT THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY IF THERE IS A GAS RANGE, VENTILATION: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL VENTILATION RATES, KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF lO0 CFM INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF SO CFM INTERMITTENT OR 20 CFM CONTINUOUS, FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, ACCORDING TO THE COMPLIANCE ANALYSIS, UNCONDITIONED BASEMENTS: 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 2). INSULATE THE STAIRWELL BETWEEN THIE BASEMENT AND CONDITIONED FIRST FLOOR. 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT, HI. SEAL DUCTS IN BASEMENT, SI. SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE BASEMENT DOOR. FRAMING: SEALIN6 BAND ~TOISTS DURING CONSTRUCTION: 1), CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER, SI. CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. +). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE, SEALING BAND ,TOISTS AFTER FRAMING (ALTERNATE METHOD): 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. 2), CAULK ALL FOUR SIDES OF FOAM BLOCKS AND ,TOISTS UNDER FLOOR ,TOISTS. 1ST. FLOOR DECK: 1). FULL INSULATE JOIST CAVITIES. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS, EXTERIOR OPENING HEADERS SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER MATERIAL IS THINNER THAN WALL CAVITY, LADDER BLO£KING FOR INTERIOR PARTITIOH WALLS: 1). PROVIDE HORIZONTAL BLOCKING AT HR" O.C. AND AS NEEDED FOR NAILERS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. BI. PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: 1). SEAL ALL PENETRATIONS THROUGH THE BILOCKING AND THE SUBFLOOR, 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WIHDWASNING, 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING, THE BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE, ATTACHED GARAGE: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLDOR PENETRATIONS ABOVE GARAGE CEILING WITH ADHESIVE. 2),SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM PIPE AND DUCTS. 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. DROPPED SOFFIT ON INTERIOR WALL. USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING CAULK AT TOP PLATES. ' INTERIOR SOFFIT ON EXTERIOR WALL: 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. 2). HANG DRYWALL OR OTHER AIR BARRIER ONI THE WALLS AND CEILING BEFORE FRAMING INTERIOR SOFFITS OR UTILITY CHASES, 3). SEAL Ale BARRIER JOINTS INSIDE THE SOFFIT OR CHASE, KNEE WALL SUPPORTING BOOF: 1). SHEATH WALL BETWEEN WALL AND RAFTERIS AND INSULATE WALLS TO PREVENT WIND WASHING, 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. BAFFLES ARE TO CONTINUE UP RAFTERS PA,ST THE KNEE WALL INTERSECTION. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR 3'OISTS ABOVE EXTERIOR WALL PLATE. INSULATION: FULL LOFT: INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND NOT ROUNDED OR SCALLOPED AT EDGES. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING AND DRYWALL, IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL OR SUBFLOOR, AND EXTEND ALL THE WAY TO ,TOISTS ON BOTH SIDES WITHOUT GAPS, CUT AROUND OBSTACLES: INSULATION SHOULO BE SPILT AROUND WIRES AND SMALL PIPES; {;UT AROUND ELECTRICAL BOXES. LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. DOCUMENTATION OF R-VALUES: FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ACCESS OPENINGS: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, e?c, MUST BE INSULATED TO THE SAME R-VALUE AS THE SURROUNDING AREA. CATHEDRAL CEILINGS: 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE ,INSULATION. UNDER ROOF SHEATHING. 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. REVISIONS: REScheck Software Version 4.1.3 Compliance Certificate Report Date: 02/06/08 Data filename: C:~Program Files\Check\REScheck\GAMBARDELLA.rck Energy Code: Location: Construction Type: Heating Type: Glazing Area PerCentage: Heating Degree Days: 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electric 18% 5750 Construction Site: OwnedAgent: Desig nedContractor: GAMBARDELLA HOUSE MARK K. SCHWARTZ, ARCHITECT 9840 NASSAU POINT ROAD PO BOX 933 CUTCHOGUE, NY CUTCHOGUE, NY 11935 ' 734-4185 Compliance: 5.6% Better Than Code Maximum UA: 981 Your UA: 926 Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Solid Concrete or Masonry;Exterior Insulation Window 1: Wood Frame,Double Pane with Low. E Door 1: Glass Wall 2: Wood Frame~ 16" D.c. Window 2: Wood Frame:Double Pane with Low-E Door 2' Glass Door 3: Solid Wall 3: Wood Frame, 16!' o.c. Window 3: Wood Frame;Double Pane with Low-E Door 4: Glass F~oor 1: Slab-On-Grade:Heated Insulation depth; 0.3' Floor 2: Ali-Wood Joist/Truss:Over Uncond~ioned Space 2863 30.0 0.0 100 "~ ~ ~ 1090 10.0 0.0 104 ~ o ~ 63 0.300 19 R ~ ~ 41 0.320 13 ~ 2067 19.0 0.0 88 z 318 0.300 95 ~ 229 O,32O 73 48 0.300 14 "~ 2047 19.0 0.0 104 188 0.300 56 123 0.320 39 172 10,0 170 1556 30.0 0.0 51 The proposed building represented in this document is coRsistent with the building plans, specifications, and other calculations SUbmitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Constructiorl Code requirements. When a Registered Design Professional has sta~mped add signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or speoifications are in compliance with this Code. Name - Title Big nature Date Project Title: Data filename: 'C:\Program Files',Check\REScheck\GAMBARDELLA. rck Report date: 02/06108 Page 1 of 1 DRAWN: MH / MS SHEET NUMBER: IA-12 JOIST DETAILS ~,t= .ar, ~ ~'~J="~-- ~o " ALLOWABLE HOLES - TJI Joists ALLOWABLE HOLES - Beams and Headers SEARING AT WALL WINDOW HEADER CONNECTION WALL J~rst Fram in~ LSLColuGn~ ~ ~e.~rre~tTru~a~l,~~m~ctun~atedwoodfromdimctconta:t ~ , , ~/ ~ ~ , ~ , / TJIJOISTATTACHMENTatBEARING FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES L~irtM ..... ..,.,.,..,..,..,.,..,~,.,.,,,.~..,.,,...,,......,,..,,..,~.,,..,.,., This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS UGE THE FOLLO~ING~ APPR~OVED U~P METAL CONNECTOf~6 FOl~ ~OPE~ ~IN~ ~EGIGT~NT ~ ~OO~ CONGTRUCTION. FOLLO~ H~NUF~CTU~E'6 ~ECOMMEN~E~ INGT~LL~TION INGT~UCTION6 TO ~CHIEVE ~IMUM UPLIFT LO~ C~P~CIT~. KING STUDS ~ ENDWALL CRIPPLE STUD WALL STUD ~- ~ RIDGE ~ BOTTOM PLATE HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SiDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION ~PPLiCATION LOCATION USP NUMBER DESCRIPTION RAFTER SIZE~USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP APPLICATION BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT ANCHOR P~TES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENING~ LSTA~2 1-1/~"x12" 20ga. ST~P APPLY TO EACH JACK STUD ROOF LSTA24 %W4"x24" 20ga. STRAP ~PPLY OVER RIDGE TO EACH RA~ER ~ LS26 JOIST DIRECTION WITH 2x6-2~8 LS26 18ga. SLOPE HANGER APPLY TO EACH ~FTER 1 LEDGE~ (2) JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENING8 RT3 OR RT7 TYDOWN ANCHOR ~PPLY TO EACH CRIPPLE STUD ~~ 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGE~ P~ALLEL ~ - FOR JOIST NOT DIRECTLY UNDER WALLS, PROVIDE THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP ~ CATED BY CONTRACTOR SILL PLATE(S) ~ ~ WALL ~HEATHING ~FTE~5 ~ MAINTAIN STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC ~ / ~ BARRIER TO LAP FLASHING ~ 2x4 LEDGER BLOCKING ~=~ ~ , ~ 2x4 SOFFIT JOIST ~ ~ THE SPACE VENTILATED. ALL OPENINGS ~ONTIN SC E WOOD Gl 4.. 8. LSTA24 i-1/4"~4" 20ga. STRAP AND JACK STUDS ~ ~ SHALL BE COVERED WITH CORROSION. ~ ' RE NED VENT ' RESISTANT METAL MESH WITH MESH , CONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" C.C. 8"-14" LSTA30 1-114"x30"lSga. STRAP AND JACK STUDS ~~ /~ / ,L ~ ANDSOASTOMAINTAINAIR ~OFFITE~ CONNECT TO ON ALL OPENINGS ~ ~ ~ ~ '' ~~ GAP TO PREVENT CAPILLARY 4"- 6" RAFTER RTl 0 10-3/4" x 189a. ~DOWN ANCHOR ~CH RAFTER ,NSTALL4'0"O.C. / ~ ~~~ ACTION O IDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND CONNECTTOI ~OOF VENTILATION / OVER BEARING WALLS AND HEADERS 14,,. 16. LSTA36 1-1/4,,x36,, 18ga. ST~P AND JACK STUD8 8,,. 12, ~FTER RT2O 21.1/8" x 2gsa. ~DOWN ANCHOR EACH RA~ER ~ ~ ~ ~ ~ ,~ ~ ROOFING LAPS BASE I ~ ~ ~~ 8ASR FLASHIN6 WRAPS CORNERS. RAFTER '~ / ~ ~ ~ EXTENDSUNDERSHINGLESAT RIOGE CAP OF SAME SIDES 4 INCHES AND LAPS MATERIAL AS ROOFING I J 5IDE FL SNINO 1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS ~48"O0 AND ALL WiNDOW/DOOR OPENING JACK STUDS M~AL FLASHING AT ALL EAVES, 51DE~ALLS, WALL STUD 'FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND ~A~E5 -- P~O~IDE NE~HED ~E5 50 INSTALL 4'0" C.C. A8 TO FORM D~INAGE CHANNEL5 AND ~ ~F~ /~ ON ALL OPENINGS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0" O,C, ~FTER/PLATE RTl5 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEE~,CONNECTOR 8" - 16" MSTA48 1-1/4"x48" toga. STRAP AND JACK STUDS RA~ER TO PLATE OVER RIDGE TO AIR PASSAGE CONNECT OVER CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2 HIGHER THAN LVL HEADERS ~ ON ALL OPENINGS PLATE~ALL SPTH4 STUD P~TE ANCHOR P~TES TO EACH STUD OF ROOF TO ALLOW FOR SHRIN~GE. & REDUCE BUMP OUTS ~ - v , STEEL COLUMN ' ' , , .... ~'~ ~ (USP LBPS58 OR BP583) ' I/2" DRA,NTILE ' ''~ ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA. ANCHORBOLT ':,TELL COLUMN SUPPORTING MAXIMUM SPACING FLASHING ~PS ~ ~ ~PICAL CONC. FOUNDATION. APPLY PI~STERS SILL P~TE TO FOUNDATION TTPIC~L ~EA~ DETAIL WHERE NEEDED FOR STRUCTU~L BRACING. MIN, 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONIC, FTC. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" aC 5TELL / ~OTTo~ ~E~IN~ (SLAB-ON-G~DE) 1-2STORIES 57"OC ~OOF JACk5 ~ ~ENT5 DETAIL CONC. SLAB I / , SUBFLOOR 6X6 10/10 ~M [ DOOR FRAME - , / 4 6~ ~ - ~ STEEL BEAM < I ~ ~ ~.~ ~"~/2~ , NOTCHJO~STANDADJUSTHEIGHT ~:% * REINFORCINGBA, ., % NO CHBEAMFORMUDSILLIFREQUIRED--MAXiMUM-]'A ¢ ,' 'SM,FLOG, ; '~:3'~ OFOONTACTWlTHOONORETEORCONC. BLOOK REINFORCE FOOTING WITH (2)~ REINFORCINGEARS.% '1'MINIMUM SEARING SURFACE FOR WOOD BEAM e~RAeE DOOR BLOC~OUT / RA~ER ~ O ENDWALL CRIPPLE STUD WALL STUD ¢ - ~ BOTTOM PLATE HEADER LEDGER -- SIDEWALL HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SiDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION RAFTER SIZE/USp NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP APPLICATION BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT ANCHOR THEPLATESFLoORsOFToIST'EAcHFLOOR'oTHERCONNECTw/THREADEDTHROUGHRoD ALLALL OPENING~OPENINGS RT3LSTAI2oR RT71-1/~"xI2"TYDOWN20ga.ANCHoRST~P ~PpLyAPPLYToTOEAcHEACHcRIPPLE JACK STUDsTuDROOF LSTA24 %W4"x24" 20ga. STRAP ~PPLY OVER RIDGE TO EACH RA~ER 2x6-2xs~ ~--'~LS26 11Ssa'ssa. SLOPESLOPE HANGERHANGER APPLyAPPLY ToTO EAcHEACH RAFTER~FTER/1LEDGE~LEDGE~ FOR JOIST JOISTNoTDIRECTIONDiRECTLyWiTHuNDER(2) JOISTS.PARALLELUNDER WALL. WALLS, PROVIDE ~ THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP m CATED BY CONTRACTOR CRICKET AT TOP-SIDE OF RIM BOARD ~ ~ /CHIMNEY VENTILATION CHANNEL ~S REOUIRED SILLPLATE(S) ~ ~ // WALL SHEATHING RAFTER %~ MAINTAIN ..................... ' ' ~/ ' C ~ VENTILATION STAPPING TO BE ATTACHED TO WALL STUDS ~48"O0 ~ , ~ BARRIER TO LAP FLASHING ~ 2x4 LEDGER BLOCKING ~ ~=~ ~ ~ ~ 2x4 SOFFIT JOIST =LOCH JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION % /~ / BE~EEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA ~ ~ ~ ¢ SOla ' INSTALL 4'0" C.C. ~,~ ~~ ROOFING TO AVOID SOAKING WALL STUD O NOT LESS THAN 1/150 Of THE AREA OF ~~ GUTTER RDER ~ ¢ THE SPACE VENTILATED. ALL OPENINGS ~ONTIN 8C E WOOD Gl 4"- 8" LSTA24 1-1/4"~4" 20ga. STRAP AND JACK STUDS EDGE AT ~ / SHALL BE COVERED WITH CORROSION~ ~ . RE NED VENT %~ / /~ ~' , FLASHING TO FORM OHANNEL LOCATION USPNUMBER DESCRIPTION APPLICATION OPENiNGS OF '& INCH IN DIMENSION. ' RESISTANT METAL MESH WITH MESH , CONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" C.C. 8"-14" LSTA30 1-114"x30"lSga. STRAP AND JACK STUDS %~ /~ / ,: ~ ANDSOASTOMAINTAINAIR ~OFFITED EASE CONNECT TO ON ALL OPENINGS ~ ~ ~ ~ '' ~~ GAP TO PREVENT CAPILLARY 4"- 6" RAFTER RTl O 10-3/4" x 189a. ~DOWN ANCHOR ~CH RAFTER INSTALL4'O"O.C. / ~ ~~~ ACTION O IDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND CONNECTTOI ~OOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. ST~P AND JACK STUD8 8" - 12" ~FTER RT2O 21-1/8" x 20ga. ~DOWN ANCHOR EACH RA~ER ON ALL OPENINGS ~~~~ KEEP ROOFING NAILS OUT ~OFFIT~ LAVE ~ETAIL 2ND. fL~Or WALL OF FLASHING ~ ~ ~ ~ ~ ,~ ~ ROOFl~e LAPS BASE /~ ~ ~ ~ ~ EXTENDSUNDERSHINGLESAT RIDGE CAP OF SAME SHINGLES AT EASE MIN, 4 INCHES ~x NA;LED TO SHEATHING UGH VENT I ~ TOP PLATE IST. FLOORWALL STAPPINGTOBEATTACHEDTOWALLSTUDS~48.OCFLASHING GIR AND ALL WiNDOW/DOOR OPENING JACK STUDS M~AL FLASHING AT ALL EAVES, 51DE~ALLS, WALL STUD IfLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND ~A~E5 -- P~O~IDE NE~ED ~E~ 5~ [ ~[~ v _x [ CONC, SLAB ~~,' ~:&%- , ~ '~¢ ~ t ( ROOF JACK ~ X X ~ ~,% ',~ SUPPORTING MAXIMUM SPAO[NG FLASHING ~PS ~ % ._.. SILL PLATE TO FOUNDATION ROOFING AT BOSOM ~ (CRAWL SPACE OR FOUNDATION) I STORY 72" CC ~PlCAL CONC. FOUNDATION. APPLY PI~STERS SILL P~TE TO FOUNDATIONx ~~ TTPICAL ~EA~ DETAIL WHERE NEEDED FOR STRUCTU~L BRACING. MIN, 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONIC, FTC. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" CC 6TELL / ~OTTOM ~EA~IN~ / (SLAB-ON-G~DE) 1-2STORIES 57"OC ~OOF JACk5 ~ ~ENT~ DETAIL , ~ 4 ~ ~ - ~ STEEL SEAM ' ' h ~' ~ , ~ , ~ , ,'. ~ 4"D~IV~T ~ < I ~ ~ ~.~ ~"~/2~ , NOTCHJOISTANDADJUSTHEIGHT % NO OHBEAMFORMUDSILLIFREQUlRED--MAX*MUM ¢ "' 'U'F O0" / MIN, [j (~REiNFORC[NG BAR~¢~~> ~ * , ,~ .... -- ex6 W,W.M. ~ ~,%~'" 2" =u= ' ' A4 ,' ,~' *, _ _ (PROVIDE 8TRAPPING TO KEEPf JOISTS ALIGNED) 12" '~ ~ SHEETMETAL/30~FELTUNDERBEAMATPOiNT ~ : ,~;~,~ OFCONTACTWlTHCONCRETEOROONC. BLOOK ¢~ ~ ~(~ P~TE (BOLTED T (2) ~" UINI~UU ~EARl~ SU~F~CE FO~ WOOD ~U ~A~A~E DOO~ BLOCKO~T ~ r~ ~EA~ P~CKET WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS THE FOLLOUJIN~ OK .APPF~OVED USF' METAL OONNECTOF~S F:OF~ F'~OPEF~ BIND RESIST,ANT OONSTRIJOTION, FOLLOUJ MANUF,&OTUI~E'$ ~E¢©MMENDED IN~TALL,ATION INSTtRU. OTIONS TO ,4,OI.-IIEVE M~)<IM~M LIF~LIFT LO,,ID CAPA¢IT'T', 4" MAX, 4" DIA, MAXIMUM ,STAIF~ t~~ ATTACHED TO BALL HANDRAIL CONNECTION ALL HANORAII,.5 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 gHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE RIDGE-TO-RAFTER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ROOF LSTA24 1-1/4"x24" 2gga, STRAP APPLY OVER RIDGE TO EACH RAFTER RAFTER TOP PLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION RTt0 10-3/4,, × IBga, TYDOWN ANCHOR ~Ao~[N~RAg¢OR "-,2",AFTEN BT20 ?'"/B" 0ga.'"YDOWNANC,OR BRAFT5 DIA. MAXIMUM JOIST GIRDER/HEADER DECK/PORCH R,~ILING SPLICED JOISTS OVER HEADER/GIRDER LOCATION USP NUMBER DESCRIPTION APPLRIAT[ON 3[RDER/HEADER RTl0 TYDOWN ANCHOR CONNECT TO EACH JOIST WOOD JOIST GIRDER/HEADER WOOD JOIST CEILING JOIST TO BLDG. CONNECTION LEDGER TO EB CONNECTED TO BLDG, USING 1/2" DIA. BOLTS LB16"OC WITH WASHERS FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR, IF ABLE, gET FIRJOISTS APROX, 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE, FLASHING TUCKED UNDER B AND LAPPED OVER FIRST CUNT/N, PJECE OF SIDING BELOW BOLTS W/WASHERS FLOOR FRAMING 2xJOISTB BLOCKING FOR LAG BOLTS RIM JOIST / ED. FHANGER DECK/PORCH LEDGER CONNECTION WOOD JOIST BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN ]OISTS THAT ARE SPICED AND USE W~H RTLOTYDOWN ANCHORS RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA, BOLTS @16"OC WITH WASHFRS RAFTER TOP PLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION -rER/PLA RT,E ,DOWN^NC,OR PLATE/WALL ~ SPTH4 [S~D P~TE ANCHOR[ 6ONNE~ OVER % ~ ~P~T~ TO EACH ~UDJ GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATION DES£RIPT[ON APPLICATION ~ POST CAP ANCHOR APPLY TO EACH COLUMN POST CAP ANCHOR APPLY TO EACH COLUMN H.C, ANCHOR ,APPLY TO EACH COLUMN PBS66/PBSE66 HOLLOW COLUMN SIMPSON STRR1/2 ROD REQUIRED FOR STU DOUBLE2× (MINIMUM) FOR HEADER OR BEAM THREADED ROD END DISTANCE _HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRR1/2 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION LOCATION USP NUMBER DESCkt~ I ION APPLICATION I ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAp APPLY TO EACH JACK STUD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD] POST- RIM/DECK JOIST POST-TO-DECK CONNECTION USE MIN. (2) 1/2" DIA, GALV, BOLTS WITH WASHERS AND NUTS GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS GIRDER CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION 1(2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIERI ~3) BEAMS PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIER POST DECK POST FTC. CONNECTION CONCRETE FOOTING LOCATION USP NUMBER 4X4 POST PAU44 OR WE44 6X6 POST PAU66 OR WE66 DESCRIPTION FOST / BEAM ANCHOR APPLICATION APPLY TO EACH FOOTING APPLY TO EACH FOOTING DOST / BEAM ANCHOR CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDB IB/ EEVE,E /SPT. "/ / ' m DECK AND COVERED PORCH NOTES: 1). Unless other, vise noted, all framing matedal to be #1 ACQ pressure treated lumber, All fasteners, hangers and anchors to be galvinized or stainless steel, . Girders for deck joists to be belted or anchored to each pest or pier with washers and nut.. mchored with proper steel connectors anchored into concrete with a minimum fl2" dis x 7" long anchor bolt with washers and nuts. 3), Posts supporting girders shall be anchored to a minimum 24"x24"x12" thick concrete footing. Use a minimum 1/2" dis x 7" long anchor bolt with washers and nuts. Footings Shall grade, ~,). Deck joists to have blocking at 8'0 c.c.. 5). Flashing shall be inst ailed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building with 1/2" dis, belts with washers and nuts at 16" c.c. h Concrete piers shall be a minimum 6" above grade. gets and anchors, Each Joist shall also be anchored · Covered Roofs shall be assembled and anchored the same manner as a typical building, , Use simpson hangers and anchors with Z-MAX tripple protective coating or equal i"or any contact with ACQ, NAILING SCHEDULE ROOF SHEATHING iJOINT D EBCRIPTtON I (~(~ I S p~fLN G INOTESI [BTRUCTURA, PANBL[ Bd I I ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOPPLATE 10' WALL: 4-Sd COMMON RAFTER rOE-NAIL CEILING JOIST 8' WALL: 3-Ed COMMOI EACH TO TOP PLATE 10'WALL: 4-8d COMMON JOIST rOE-NAI CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WFCM -SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SEC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - t Sd COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 1Ed COMMOI FACE NAIL FOOT TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 18d COMMOI EA. SIDE NAIL STUD TO 24" PACE STUD 2 - 16d COMMOI O.C. NAIL HEADER TO 18" O.C. FACE HEADER t6d COMMON ALONG EDGEE NAIL TOP OR BOTTOM 2-16d COMMOt PER 2x4 STUD END PLATE TO STUD 3 - 1Sd COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST, 2 - fed COMMO~ PER END JOIST OR BLOCKING FOOT FACE NAIL DECK FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE ~ILL, TOP PLATE OR GIRDE~ 4 ~ 8d COMMON JOIST NAIL BRIDGING TO JOIST 2 - Bd COMMON EACH TOE END NAIL BLOCKING TO JOIST 2 - 8d COMMON EACH TOE END NAIL BLOCKING TO: SILL OR TOP PLATE 3- 16d COMMON EACH TOE 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 JOIBT PER END TO JOIBT ~ 16d COMMON JOIST NAIL. BAND JOIBT TO: B'LLORTOPPLATE g-,gdOOMMON PERFooT A-15 GENEf LNOT!E5 WIND FRAMING NOTES NAILING SCHEDULE ...................... PLAN CONTENTS: 1), RIDGE-TO-RAFTERASSEMBLY: ROOF FRAMING: occuP Nct. C'ASS,F CATION RESIDENT,AL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL When a collar tie is used in leu eta ridge strap, the number of 10d common nails required QTY. SPACING NOTES E~UtLDING USE RESIDENTIAL DLUELLING CONSTRUCTION NOTES:ineachendofthecollartieneednotexceedthetabulatednumberofSdnailsinthestrap. RAFTERTO 8' WALL: 3-Bd COMMON EACH E, UlLDING HEIGHT ('SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL S~2. FT. OF DONSTRUDTION (SEE PLANS) ntent and framing details. They sro intended as a construction aid, not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST B' WALL: 3-8d COMMON EACH TOE-NAIL 'or generally accepted good building practice and compliance wfih current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE I0' WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA , =RESCRIPTI'./E ,Z,.S PER N.T..S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - 8BC LAP NAIL 2OO~, SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PEN TABLE 3,7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL EXT. E~,ALCONIES meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall ba attached with uplift connections in COLLAR TIE AS PER TABLE 3,4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications fur this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS u~/o ETORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS tM/ STORAGE 20 accordance with table 3.3. TO RAFTER 2- 8d COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOUJ LOAD) 20 3). Dimensions shall take precedent over scaled drawings, RiM BOARD EACH END (L~VE LOADS pSF) (DO NOT SCALE DRAWINGS), 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON ROOMS (OTHER THAN ~LEEPING) First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift END NAIL 40 ROOM~ (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectom. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 5TAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3,3b, When steel straps are lapped under the JOINT DESCRIPTION NAIL NAiL precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING NOTES GAURI:::'RAIL$ (ANT' DIRECTr©N) 200 specific use expressed or implied in the use of these plans, spacing is to be spaced and sized in accordance to table 3,2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CAT~GORT. ('DESIGNED FOR OAT, C) anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and afl TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD pATt4 SEE CONSTRUCTION ANDLUIND PATH CONNECTION 5). Refer to the Window and Door schedule for extedor openings, corners, TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PADRE ~ GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5), TYPE I EXTERIOR SHEARWALL CONNECTIONS; INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE STUD TO 24" or exceeds manufacture's specifications and applicable codes. Type I exterior shear wails with a minimum of 7116 inch wood structural panel on the exterior STUD 2 - 16d COMMON FACE EGRESS SEE FLOOR PLANS ~,ND LUINDO~J SCHEDULE attached with 8d common nails at 6" c.c. at the panel edges and 12" o,c. In the field, and O,C, NAIL 7). The General Contractor is to consult with the owner for all builtqn items 1/2 inch gypsum wallboard on the intedor attached with 5d cooler nails at 7" o,c. at panel HEADER TO 16" C.C. FACE FIRE PROTECTION such as bookcases, shelving, pantry, closets, tdms, etc. edges and 10" c.c. in the field shall be in accordance with the length requirements specified HEADER tCd COMMON ALONG EDGES NAIL (SMOKE 4' C02 DETECTORS) ~ 5EL FLOOR PLANS n table 3,15a-b, TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDAf~D STICK. FRAME CONSTRUCTION 8). Wind Icad requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL Si. TYPE II EXTERIOR SHEARWALL CONNECTIONS: ENERGT. CALCULATIONS f~E~CHECK FOUNDATION NOTES:Type II exterior shearwalls shall meet the rsqulrements of table 3. f 5a-b timas the appropriate BO1FI'OM PLATE TO: 1). The General Contractor and Mason to review plans, elevagons, details and notes to length adjustment factors in table 3,t6. FLOOR JOIST, BAND JOIST,END JOIST OR BLOCKING a" 16d COMMON FooTPER sEEFAOE NAILNoTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA r.n GROUND WIND SEISMIC FROST WINTER ICESHIELD Z determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS:FLOOR F RAM I N G:s.ow SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD O 2). All footings to rest on undisturbed (virgin) soil. Allowable sidewall lengths provided in table 3.14 shall ~e permitted to be increased when I LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS interior shearwalls are used. Sheathing and connectionls shall be in accordance with JOINT DESCRIPTION NAIL NAIL 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: QTY. SPACINGpER NOTESToE 120 LBS. 120 B SEVERE 3FT. MODERATETo HEAVY MODERATEBLIGHT TO t'1 NONE concrete or masonry walls occuring in exterior or unheated Interior areas, 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAILROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 4), Any new concrete wails being attached to existing concrete structure shall with table 3,5, Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - §d COMMON EACH TOE be installed with #5 re-bar, 18" long at 12" o,c.. Use approved epoxy for installation. 3.5. END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE BLOCKING AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES _j 5), unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be 2 - 8d COMMON EACH TOE ~oured on 4 inch thick sand or gravel fill with 6x6 wire mesh re~nforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY; I TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 6" O,C. SEE NOTES: 1,3 [o be minimum 3-1/2 inch thick. AIl fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the ratters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O,C. 8 C ,, SEE NOTES: I ( BOTH FIELDS) 8" maximum tiffs (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL d OMMON @ 12 O.C, C) NOTE: 2 FOR PANEL FIELD Z along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O,C, 8d COMMON @ 4" C.C. SEE NOTES: t,3 ,~ ~x168)' CraW[cast spaceSiron foundationt° be provldedvent forWitheverya minimum150 sq. ff,l 8"x24"of area,aCcess opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL ,7). Dampproofextsdor of foundation with bituminous coating as persection R406 of DECK AND COVERED PORCH NOTES: JOISTON LEDGERTo SEAM 3- 8d COMMON PER TOE NOTES JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z '4,Y.S, Residential Construction Code, A 6-mil polyethylene film shall be applied over 1), Unless otherwise noted, all framing material to be #t ACQ pressure treated lumber, SAND JOIST :he below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - t6d COMMON PER END O JOIST 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, 8), Drainage as per section R405 of N.Y,S, Residential Construction Code, 2). Girders for deck joists to be bolted to each post with waahers and nuts, BAND JOIST TO: the 4 foot perimeter edge zone attachments required shall be used, Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 2 - 16d COMMON PER TOE NAIL FOOT SEE NOTE: 1 I--I FRAMING NOTES into concrete with a minimum 1/2" die x 7" long anchor bolt with washers and nuts. ROOF S H LATH IN G: 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>O.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches c.c. 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3). Posts supporting girders shall be anchored to a 12"~12"x12" thick concrete footing, JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum I/2" die x 8, long anchor bolt with was~lers and nuts. Footings Shall be 3 ft. QTY, SPACING 3). Tabulated 4 inch o,c, nail spacing assumes sheathing to rafter / truss framing members with G>0.49, For 2). Unless otherwise noted, all framing and structural wood material to be #2 + STR, below grade. Porches with covered roofs shall have 12'" dia. concrete piers for the girders. STRUCTURAL PANEL 8dIAsWFCM- sBcPER TABLE 3,8WALLframingmembersSHEATHiNGWith 0.42<G<0,49, theREQUiREMENTSnall spacing shall be reduced to 3 InchesFoRO.C. WIND LOADS: Douglas Fir. 4) Deck joists to have blocking at 8'0 o.c. Cfi L I N G S HEATH I N G: SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NAIL SPACING NAIL SPACING AT iNTERMEDIATE 3). Floors, wails, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL NOTES otherwise, _edger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY, SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C, 8d COMMON @ 12" O.C, SEE NOTES: 1, 3 ( BOTH FIELDS) 4). Unless otherwise noted, all bearing wall headers to be (2} 2xtg #2 + BTR. Doug, Fir, ~here needed, GYPSUM 5d COOLERS 7" O,C. EDGE NOTE: 2 FOR PANEL FIELD Searing wall headers to have (2)jack studs and (2) fulr length studs on each side of all ~). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10" O,C. FIELD INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTE: 3 openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL S H LATH I N G: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). AFl joists to be supported with hangers and anchors, Each Joist shall also be anchoredNOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'tl and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL and blocking where applicable. QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall PANELS 8d COMMON WFCM - SBC be used. anchors where applicable to a, connecting joists. PLUMBING NOTES 7/16, osB 3" o.c. EDGE 6). Double up floor joists under wails that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6d COMMON 6" O.C. FIELD 2). Tabulated 12 Inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper Icad capacity unless noted Construction Code, GYPSUM 7" C.C. EDGE G>0,49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c, on plans. WALLBOARD 5d COOLERS 10" O,C. FIELD 3). For exterior panel siding, ga~vinized box nails shall be permitted to be substituted far common nails. 7). Provide 2- 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or 2), Verify septic system with the Engineer for Suffolk County Health Department approval,FLOOR SH EATHIN G:NOTE: 0 other access openings unless otherwise noted (typical), 3), If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL '1" Bi. Donners running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Vedfy with the JOINT DESCRIPTION QTY. SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY where applicable unless otherwise noted, state code and manufacture's recommendation for maximum hole size and spacing permitted. ~TRUCTURAL PANELS 6" C.C. EDGE EXISTING CONDITIONS,, MINIMUM 3000# CAPACITY. -- gl. Provide blocking/bridging infloor joistsat 5'0o.o,,Use solid blocking in floor joists HVAC SYSTEMNOTES1" OR LESS 8d COMMON 12" C.C. FIELD 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. under all bearing walls. 1). Mechanical subcontractor is responsible for adheari~rg to all applicable codes and safety NOTES: 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, 10). Provide insulation baffles at save vents between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF needed, 2). HVAC subcontractor Is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 5~¢tlon R~,O2,S - FIREE~LOCK, IN~ REGUIF~ED Flr~blockln~ s~all ~ ~rov'fd~d +.o cut orr all concealed draft o~enln~s (~oth v~rtlcal and horizontal) E 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based enwall sheathing and to Form an ~F?ectlve Flra Barrier betLUe~en stories, and J~et~uean a t~p stor~j and the roof ~pac~. C~ CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6,, on_canter at the pane~ edge. If wall sheathing Ffr~l~ckl~ shall be provided I~ L~Od-Fram~ construc~[on fn th~ ?olIoLuI~c~ [oca'cIo~e,, ~.~ 12). Unless otherwiae noted use 3/4" thick T&G PTS Fir or Advantech plywood subfioor Contractor and owner for final review and approval, is nailed 3" on-canter at the panel edge to obtain higher shear capacities, nailing requirements for structural , adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installedELECTRICAL NOTES:members she, be doub~ed, or alternate connectors, D. ,n or ,tud .can, and a mons. I, bdrno spa .,e. ellrn a,d ; ~ver subfloor as per manufacture's instructions, such as shear plates, shall be used to maintain Icad path. ~,~ls, Conc~alec~ horizontal Currec~ ~ac~s shaft also b~ Flr~l~ck~d at ln'[~r~ale not exc~ctl~ IO 1), All electrical to be installed as per N,Y.S. Residential Construction Code. f'~et, But'tm or to)ank~f.e of' mineral or ~lams fgb~r shall I~ allou~e~d as ¢lr~blockTn~ rn walls 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected ueln~ parad~l roL~e ~f' s'cude or e+,a~r~d ceilings and over furnace to have 5/8" thick type-x sheetrock. All other par~s of building 2). All electrical work shaU be approved by a qualified Underwriter, members,the tabulated number of nails shall be permitted to have regular 1/2" sheetrock. All walls to be taped and finished, to be reduced to1 - t6d nail per foot. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 2), At all /nt~rconne~ctlone ~tw~4en concealed ,/~rtTcal and horizontal ~pac~e ouch as occur a~, 6of`f`Fce, 14).AIIroofwlth a pJtch less than 4:12 shall be installed with an Ice & Water barrier or ofN.Y.S. ResidentialConstmct[on Code. drop c~llln~$ and cove approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 3). in concealed spac~ {oet~ee~ stair e~rfn~rs a~. +-he ~.op and bottom of' ~h~ run. Enclo~eci 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to under e~.alre ehalt compl~ tul~.h S~c+.[on R514.S, N.¥.$. Reelcten+.[al Code. be installed with a foam sill gasket and cop-r-tax termite shield or approved equal. 4), At o~en[n~e around ,/ants, prp~s and du¢~ a~ cellfn~ snct Floor levet, to raef~+, thc f'ree paeea~ of' A-16 JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-3d COMMON EACH TOP PLATE 10' WALL: 4~8d COMMON RAFTER rOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TOTOP 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 JOIST LAP~ 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 OCCUpANCT. CLASSIFICATION R3 RESIDENTIAL E~UtLDING USE RESIDENTIAL DLUELLING ESUILDING HEIGHT (SEE PLANS) TOTAL S¢. FT. OF DONSTRUDTIOh (~EE PLANS) DESIGN C~ITERI~ =~ESC~IPTI~E ~5 PE~ N.%.5. ~ESIDENT[AL CONSTRUCTION CODE AND 200~ 5~C NIgH ~[ND EDITION, ~OOD FRAME CONSTRUCTION FRA~[NG ELE~ENT~ A~ PE~ FLO0~ PLANS, C~05~ ~ECTION AND ~ENE~L NOTE5 ~T. ~ALCONIE5 ATTIC5 ~/o STORAGE IO ATTIC5 ~/ ~TO~E 20 ~ESI~N LOAD C~LCUL~TION5 ~OOF (~ROUND 5NO~ LOAD) 20 (L~VE LO.D5 ~OOM8 (OTHE~ THAN 8LEEPIN~) 40 ~TAI~ 40 ~AU~ILS (~N~ DI~ECTrON) 200 LOAD PATH 5EL CONSTRUCTION ~NDW[ND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PA~E t ~ENE~AL NOTE P~E NAILIN~ 5CNEDULE SEE ~ENE~AL NOTE EG~EC~ 5EL FLOO~ PLAN5 ~ND ~INDO~ SCHEDULE (SMOKE 4 C02 DETECTO~) ~ 5EL FLO0~ PLAN~ ENER~ CALCULATION~ JOINT DESCRIPTION NNL NAiL QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD 2 ~ 16d COMMON O,C, NAIL HEADER TO 16" C.C. FACE HEADER t6d COMMON ALONG EDGES NAiL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BO'FI'OM PLATE TO: FLOOR JOIST, BAND JOIST a. 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20LBS, 120 B SEVERE 3FT, MODERATE BLIGHTTO TO HEAVY MODERATE t'1 NONE JOINT DESCRIPTION NAIL NAiL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NArL 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 TO BEAM 3- 16d COMMON EACH FACE JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- t6d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2- 16d COMMON FOOT SEE NOTE: 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 iNTERIOR ZONE 8d COMMON @ 6" O,C. 8d COMMON @ 12" O.C, SEE NOTES: I ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O,C, 8d COMMON @ 4" C.C. SEE NOTES: t,3 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' EDGE ZONE 8d COMMON @ 6" O.C, 8d COMMON @ 12" O.C, SEE NOTES: t, 3 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTE: 3 JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL PANELS 8d COMMON AS PER TABLE 3.9 WFCM - SBC 7/16" OSB 3" O.C. EDGE PLYWOOD 6d COMMON 6" O.C. FIELD GYPSUM 7" C.C. EDGE WALLBOARD 5d COOLERS 10" O,C. FIELD SOUTH E~,EV.AT.,,TION WEST ELEVATION SCALE: 1/4"= 1'-0" EAST ELEVATION .SCALE: 1/4": 1'-0" 2OO9 REVISIONS: O~ :~O BRAWN: MH ) MS JOB #: June 22, 2009 SHEET NUMBER: AMENDMENT A-1 , , " " ~'~ ', ............. ~ ~ ~ ' , ,~ ~ ,: ,~ ,, ; 2ND FLOOR ~ SCALE: 1/4" = I/2 ~ATN . ~ ~o~,~ ~~PROJECT 1ST FLOOR PLAN ENT~ --~- ........ ~ NORTH . ' , SC~k[: 1/4"= r-o' .....~~ ~ ~---¢~ ~ ..............~__ , ':::" - ~, I ' : ~ ~ ~1":, ,,'" ~ " ~ MASTE~ ~ATH : '' ', " E ° ,"',' ,", ROOF PLAN SCALE: 1/4 1 0 '' ' ,,,, N~ . , ',~ , 2432 2432 --U.) 2x4 STUD POST WOOD GIRDER COLUMN (1) 2X4-- STUD POS 2ND. FLOOR PLAN ,~.-,,,2.. ~o sc~..~-T,-~ 2ND. FLOOR PLAN {EXISTING]) ~ ~?Z~ PROJECT NORTHiST. FLOOR PLAN={=EXISTING=) ~ SIDING TO BE REMOVED AND REPLACED TO MATCH HOUSE. REPACE ALL TRIM BDS, PROJECT NORTH ACTUALNORTH ACTUALN~RTH NORTH E~E¥~TION ..... 1/4 1 0 ~ __ 1 WEST ELEVATION SCALE: 1/4" = 1'-0" I SCALE: 1/4" = 1'-0' ~ R SOUTH E~,E~ZION § ~ A-18 WALL LEGEND ROOFING TO BE REMOVED AND REPLACED TO MATCH HOUSE. REPLACE ALL EXTERIOR FASCIA, RAKES AND SOFFITS, EAST ELEVATION SCALE: 1/4" = 1'-0" REPLACE ALL WINOWS, EXTERIOR DOORS AND OVERHEAD DOORS. DOOR STYLES PER OWNER. INTERIOR DOORS TO BE REPLACED. DOOR STYLES PER OWNER. F//////////////] ~ -~ j , ~ ,~ , ~ w~ ~ CONNECTEDT ........... P 3V E ~ PROVIDE GRATE OVER r C~ * ~ I~Ol' ' ~ STONE FLOOR ~LL =SI )NE TR[ ADI ................................................ ~ --~ _ _~ , . ,, n , ~ i /' ' ~ ~ ~ ~~1 ~ ~' · , ~ I ~ -- ~~ I ~ J , ~ ~ ] -- , ~ ' ~'- LEDGER BOARD TO BE FASTENDED ' /, / I ; I I ~ [ ~ I . . "~' I lm~mrm4mmmmmmmmmmmHmmmmLmmmm~mum~mummmmelmmmmmmmmmmmmmmm~rm~-~ ' r , ~ ' ' . ' ' "m - ' " ,TOBUILDING~THTIHBERLOK' : ' ~) ~ ~ / ~ CONF~RH HEIGHTS IN F~ELD ~ND ADJUST ACCORDINGLY, [NOTE : ', Al Am ~ 3 ~ ~ NEW FLOOR ~ DEEPER THAN ~IST[NG)FINISHED H~GHT ~ m~ ,, s ~ TO BE 9' UNDERPIN AND BUILD NEW CONCRETE WALL BETWEEN" , ' .% ~ ~P o ~ THE NEW AND E~STIN~ FOUNDATION VERIFY LOCATION SO THAT _ . .:q 5 : .--....,--. ~ ~ X~ ~ m I ..... ~ _ ~H~RCH~gCTB~IOR TO ~ NEW FOUNDATIO WITH ~5 ERBAR 'CEDAR CLOSET ~ r~ ~ ' ) ' CON~fRUCTION ........ -~ ............ ~12"0C AND A~ FOOTING ~YP,) STONE PATIO , ~ ~ ......... ~ ~h cu~s (L~D~) , /-~r ~~ ~* I ~ STEEL ~AMB ~ ~ ~ ~ ~"~'~ ~[" TO MATCH E~ST~NG ~[[~L ~, ~ WINDOWWELL, ~ ................... ·.I NEW HOT TUB - ( ~ ;T~ ~ ~ r~ ~s) ~ ~ EX. EOLUMN EX COLUMN EX COLUMN ~ LEDGER BOARD TO ~E BABTENDEO 7' BLOCK WALL I~PIC~) ~ ~ ~STm~ ~ ,., ,, m NEW POOL PATZO TO SLOPE AWAY FROH ~ ' / ~ ' / ' SEPTIC SYSTEM ~D m / [ 1/4 is APP~ED, BOARDS ARE TO BE 2-3/8" THICK (~10), ~EVI~W INSTRUCTZONS SPEAKERS, efc. ~ ~ S~LE: "~ l['O[ 3), VERIFY W~H OWNER AR~S TO HAVE RAD~NT HEAT AND CERAHIC PRIOR TO PRIOR TO INSTAL~TION, [NSU~TE INTERIOR WALLS WITH RCM INSULATION / : +). FOUNDATION SLAB TO BE 4" THICK, 3000psi CONCRETE O~ COMPACTED F~LL. WALLS FROM DAMAGE DURING SACK F~LL m) m ~ INSTALL Z/2" EXPANSION ~OINT MATER~L WHERE S~B MEETS ADJOINING lZ). RACK FILL MATER~L SHALL BE FREE OF TREE ROOTS, SOD AND OTHER PRO3E~ NORTH AND PO$I~ONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL ~2), COMPACT THE SOIL AROUND THER PERIMETER OF STRUCTURE TO REDUCE ~ ~OINTS, CONTROL ~O~NTS SHOULD BE NO LESS THAN ONE-FOURTH THE SETTLEMENT, ........................................... ~ T~CKNES8 OF THE SLAB IN DEPTH H~IMUM ~OINT SPACING SHOULD EQUAL I F m FIBERGLASS SILL GASKET STONL F JNDATION )'L FINISHED SPACE: 1205.3 SQ. FT,m ................................................................................................................................................... MANUFACTURER'S WARRAN~ AND SHALL BE :INISHED GRADE' ..... Z)_ __ ~o ~ .~,~ ~.. >~?r ~ DRT'WELL: REMOV'E ~ ~ STTE ,~,~ (L) ~' DI~, x 4: DEEP DR'f'WELL FOR TOTAL) 3' CLEAN SAND CO~R SEWER LINE REQUIREMENTF; "~ ~.~r, TENNIS DOUR' PRO / / ~ DT G~G~ ~ - ~ PROPOSED SEPTIC SYSTEM DETAIL N.T.S. SEPTIC TANK NOTES: FINAL GRADING AND BACKFILLING LEACHING POOLS NOTES: 2) LEACHING POOLS ERE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL), DISTRIBUTION BOXES NOTES; 1) THE BASE AND WALLS OF THE DIST~BLq~QN aOX SHALl BE NONOUTHICALLY FIFTY (SO) FEET. TEST HOLE DATA 5LJPPLIE[:) EST: P'TcD'ONA, LD G, EOSCIENCE E~OX I000, $OUTNOLD, Nh' 1]"151 (631) "l~,,5-3~'T-r I I POOL PLAN SCALE: 1/4" = 1'-0' WATER COPING V EACH WAY WALL SECTION N.T.$. NOTES: SWIMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND SOIL TO BE LEFT ON PROPERTY. SOIL TO BE STOCKPILED OR RUFF GRADED (AS PER OWNER) ON THE OAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED AWAY. SWIMING POOL STRUCTURE TO INCLUDE A MATT OF ~/~" STEEL REBAR TIED, 12" ON CENTER FOR WALLS AND FLOOR, G" ON CENTER FOR ALL TRANSITION BREAKS AND BOND BEAM. THE POOL SHELL TO BE MADE OF 1-~ DRY GROUT GUNITE MIX SHOT INTO THE STEEL CAGE AT A THICKNESS OF NO LESS THAN 12" ON THE TOP EDGE OF THE POOL (BOND BEAM) AND NO LESS THAN ~" ON THE WALLS AND FLOOR, INTERIOR FINISH OF POOL TO BE "PEBBLE TECH" DURABLE FINISH. COLORS AS PER OWNER. SECTION B-B SCALE: 1/zP' = 1'-0" SECTION A-A SCALE: 1/4" = 1'-0" "IMMEDIATELY,, ENCLOSE POOL TO CODE UPON COMPLETION BEFORE "WATER' SHEET NUMBER: A-1 § ~ .ou~ ,~ ~= (~ SITE PROPOSED SEPTIC SYSTEM DETAIL (PATIO AT GRADE) PARTIAL SECTION STRAW BALE DIKE DETAILS BROWNCLAYEYSAND 15.1' (SP] WATER IN BROWN FINE TO MEDIUM SAND 17' [z/s/o?) TEST HOLE DATA DATA SUPPLIED BY: McDONALD GEOSCIENCE BOX 1000, SOUTHOLD, NY l17ql (G31) 7GS-3677 scm oo ] m m Z Z :-mm I- SHEET NUMBER: S-1 Z '' EL. EL. EL. EL. EL. EXISTING ; z ~ PROPOSED ,, : z- ~ POOL EQUIP. 8'X4' ..... EL. EL. EL. EL. PARTIAL SITE PLAN SCALE: 1" = 10'~0' I 5-1