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Home My WebLink About36169-ZTown of Southold Annex 54375 Main Road Southoid, New York 11971 1/3/2012 CERTIFICATE OF OCCUPANCY No: 35374 Date: 1/3/2012 THIS CERTIFIES that the building SlNGLE FAMILY DWELLING Location of Property: 1300 LAKE DRWE, SOUTHOLD, SCTM #: 473889 Sec/Block/Lot: 59.-1-21.9 Subdivision: Filed Map No. conforms substantially to the Application for Builffmg Permit heretofore 1/22/2009 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for Lot No. filed in this ofllced dated 36169 dated 2/9/2011 which this certificate is issued is: one family with upper and lower decks, second floor screened porch and one car garage under as applied for, The certificate is issued to Mazzanobile, Gregory & Mazzanobile, Beatri (OWNERi of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 12/14/11 R10-02-0097 8/5/11 34436 1 I/18/11 pher Nappe.. Autho ri/ed pign/a{~re- ~] TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit Cf: 36169 Permission is hereby granted to: GREGORY & BEATRICE MAZZANOBILE Date: 2/9/2011 184 WARREN STREET APT Cf 2 BROOKLYN, NY 11201 To: CONSTRUCTION OF NEW SFD PER ZBA#3941, TRUSTEES#5631, NYSDEC AND AS PER PLANS AS APPLIED FOR. REPLACES EXPIRED BP # 34436 At premises located at: 1300 LAKE DRIVE Pursuant to application dated 1/22/2009 and approved by the Building Inspector. Fees: NEW DWELLING/ADDITION/ALTER. Total: $1,622.40 $1,622.40 Building Inspector 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. 34436 Z Date FEBRUARY 18, 2009 Permission is hereby granted to: GEORGIOPOULOS(MAZZANOBILE) 156 READ AVE CRESTWOOD,NY 10707 for : CONSTRUCTION OF NEW SFD PER ZBA#3941, TRUSTEES#5631, NYSDEC AND AS PER PLANS AS APPLIED FOR. at premises located at 1300 County Tax Map No. 473889 Section 059 pursuant to application dated JANUARY Building Inspector to expire on AUGUST LAKE DRIVE SOUTHOLD Block 0001 Lot No. 021.009 22, 2009 and approved by the 18, 2010. Fee $ 1,622.40 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, properly lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, ! 957) non-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: House No. Owner or Owners of Property: C,~.e,-~ Suffolk County Tax MapNo 1000, Section ~'~ Subdivision Permit No. Health Dept. Approval: Old or Pre-existing Building: Date of Permit. Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ ~)- ~- Street Date. (check one) Hamlet Block O\ Lot Filed Map. ~_ Applicant: Q~. ~",ea~ Underwriters Approval: Final Certificate: ~ (check one) Applicant Signature RECEIVED ii/23/2ml 86:26 631-928-5501 JNS CONTRACTING Nov 23 11 06129a Double Pole Electric In¢ /631/ $~%~442 pA Town Itall Annex 54375 Main Road P,O. Box I179 Southold, NY 11971-0959 Telq>bon~ (631) 765-1802_ Fax t631 ~ 76_%-9502 ro,qer, dchert~town.southoid.ny.us BUll,DING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mazzanoble Address: 1300 Lake Ddve City: Southeld St: NY Zip: 11971 Building Pem~it #: 34436 Section: --. Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Double Pole Electric Inc License No: 3913-me SITE DETAILS Office Use Only Commedcal Outdoor 1st Flor Pool New Renovation 2nd Floor Hot Tub Addition Survey At~c Garage INVENTORY Ser~ce 3 ph Hot Water GFGI Recpt Wall Fixtures Main Panel NC C~ndenser Single Recpt Recessed Fixtures Sub Panel NC Blower Range Recpt Fluorescent Fixture Transformer Appliances Dryer Racet Emet§ency Fixture~ Disconnect S'.~tches T~st Loci( Exit Flxlures Other Equipment; CO Detectors Pumps Time Clocks TVSS 300a underground service_ with 2-_15_0a_panels and disconnects 5 exhaust fans, 5 paddle fans, 9 ARC fault circuit breakers, 2 ove~, 1 GFCI protected disconrmct for a self contained hot tub Notes: Inspector Signature: Date: Nov 18 2011 81-C~rt Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 ro.qer.richert~town southo d ny us ssued To: Mazzanoble BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ~ddress: 1300 Lake Ddve City: Southold St: NY Zip: 11971 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: Double Pole Electric Inc License No: 3913-me SITE DETAILS Office Use Only Residential ~1 Indoor [~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCl Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Ceiling Fixtures ~~[~ HID Fixtures Wall Fixtures 1171 Smoke Detectors Recessed Fixtures CO Detectors Fluorescent Fixtun~s~ Pumps Emergency Fixture Time Clocks Exit Fixtures I I TVSS Other Equipment: 300a underground service with 2-150a panels and disconnects 5 exhaust fans, 5 paddle fans, 9 ARC fault circuit breakers, 2 ovens, 1 GFCI protected disconnect for a self contained hot tub Notes: Inspector Signature: Date: Nov 18 2011 81-Cert Electrical Compliance Form CERTIFICATION Date: Building Permit No. ~1 ~? Owner: ~{ CI ~ ZZTItt3~ bi I~- (Please print) Plumber: ,'ts}caphe( c pe_ (Please print) 1 certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this j L[ ~ dayof December, 20 Il GINA A. LOCKE No. 01 LO6057960 Notary Public, State of New York Qualified in Suffolk County My Commission Expires 04/30120 I..~ Notary Public, ,_~ct f'[-v il< County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ~.~ FOUNDATION 2ND [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: DATE 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 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ] F~ZONDATION 2ND [ ] INSULATION [~/~RAMING/~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT C01~'RUCTION [~ FIRE RESISTANT PENETRATION REMARKS: ~' ~ / DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~OUGH PLBG. [ ]/~OUNDATION 2ND [/'J / STRAPPING //~I~ING [~/] FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SA,-,- ~ ~' INSPECTION [ ] FIRE RESISTMrr CONSTRUC110N [ ] RRE RESISTAI~I' I~d~IETRATION REMARKS: f~,/ ~:'-- '/-..-~--.-'~.~ _~ DATE INSPECTOR_ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FIN/AL/~ [ ] FIREPLACE & CHIMNEY [ ~/FIRE SAFETY INSPECTION / ARKS: ,~,"~',/~ ._~/'~ .'~" d_~.~,_.~ / DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY INSPECTION [ ] RO~6~ PLBG. [ ~INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION 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 IIESiSTANT PENETRATION REMARKS: DATE 7'-''~- // TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] RO/~H PLBG. [ ]FOUNDATION 2ND [ ]~ISULATION [ ]FRAMING/STRAPPING [~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTAHT PENETRATION [ ] ELECTRICS(ROUGH) [ ] ELE~flICAL(FINAL) ~iEMARKS~ DATE //I~///( INSPECTOR--~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) DATE INSPECTOR_~'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~UI.~ZIO~ []FRAMING/STRAPPING [~A~: i) [ ] FIRE SAFETY~NSPECTION [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: · - /'~ DATE INSPECTOR/~7 ~ JAMES J. DEERKOSKI. P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-71 I6 Date: July 7, 2009 To: Re~ Town of Southold Building Dept. Retaining Wall Mazzanobile 1300 Lake Dr. Southold, NY 11971 Permit# 34436 To Whom It May Concern: The Retaining wall at the above mentioned Site has been constructed as per approved Plan. Any questions feel free to call. ~S ~cerely ~E~D X~S~'ECTXOS ~?ORT I DATE ! COMMENTS STATE ENERGY CODE ~,~,o~co~- TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Approved ~/[~ _,20~C~ Disapproved a/c PERMIT NO. Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Budding Plans Planning Board approval Survey. Check Septic Form Trustees Flood Permit Storm-Water Assessment Form Contact: APPLICATION FOR BUILDING PERMIT Oate 1[;/2- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Buildthg 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 m~til the Building Inspector issues a Certificate of Occupancy. t~ Every building permit shall expire if the work authorized has not commenced within 12 months al~er the date of issuance or has not been completed within 18 months ti'om 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 ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sig~atur'5, pp, i~ a corporation) (Mailing address of appl(cant ) ~1 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder u ~ ~ (~s°nthe~tax~ll°~latestdeed) ~c'¢:~ o~ lS~ .. ~ If applic~t is a corporation, signature of duly authorized officer b ~,t~( ~.~ ~ (~&. (Nme and title of cor~rate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I. Location o f land on wtfich prol;,osed work '~ill be done: House Number Street Hamlet County rax Map No. 1000 Section 5q Block O{ Subdivision Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building. t/ Addition Alteration Repair Removal Demolition Other Work ~oo/~x,~. · 0'4 ~:'" '>'~" ~ - e ~.~...~4~ (Description) 4. Estimated Cost (To be paid on filing this application) 5. lfdwelling, number ofdwelling units I Numberofdwellingunitsoneanhfloor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height. Number of Stories Rear -- Depth -- Dimensions of same structure with alterations or additions: Front Rear Depth Height_ Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height '3 1 ' 2./' Number of Stories '2-- 9. Size oflot: Front 4Ott-~7¢ff' Rear /~'-- ~"'~ _Depth 10. Date ofPurchase~,, ta,,v5 ~n~,t~t Name of Former Owner C- II.Zone or use district in which premises are situated ~{~-- proposed construction violate any zoning law, ordinance or regulation? YES NO X 1 2. Does 13. Will lot be re-graded? YES/NO Will excess fill be removed from premises? YES NO~ Name ofrCo~ntractor 017~ ~t Address 15 a. is this property within 100 feet of a tidal wetland or a freshwater wetland? *lYES ~ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ~' * 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. 8, Are there any covenants and restrictions with respect to this property? * YES V/NO - 'IF YES, PROVIDE A COPY B. .... a I t__,,, s'~¢~ ~--1 i SS: COUNTY/,. OF ~ t~) ~- x, ~.~,-~ l/~.e, ~'~q ~, ~- I[~ ~ be ng duly sworn, deposes and says that (s)he is the applicant (Name~6 f indi)/idual sign'i~g contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith Sworn to before me tlCs~ ~a Not~ Public James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Tov~ Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 April 28, 2008 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. Gregory Mazzanobile 230 East 48th St., Apt. 5C New York, NY 10017 RE: 1460 LAKE DR., SOUTHOLD SCTM#59-1-21.6&21.7 Dear Mr. Mazzonobile: In accordance with the above-referenced and the court decision rendered by the Supreme Court, enclosed herewith is your Wetland Permit issued by the Southold Town Board of Trustees. Please be advised that the permit is valid for one-year from the date of the letter. You are required to contact the office for a pre-construction hay bale line inspection and a final inspection, as described on the attached inspection schedule. Feel free to contact our office at (631) 765-1892 if you have any questions. Very truly yours, King, President Board of Trustees JFK:lms Enc. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 5631 DATE: APRIL 28~ 2008 ISSUED TO: GREGORY MAZZANOBILE PROPERTY ADDRESS: 1460 LAKE DR, SOUTHOLD SCTM#59-1-21.6&21.7 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in consideration of application fee in the sum of $500.00 paid by Gregory Mazzanobile to the Terms and Conditions, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a single-family dwelling, decks, pervious driveway and sanitary system, as depicted on the survey prepared by Joseph A. Ingegno July 7, 2004 with the following conditions: a 50' non-disturbance buffer, gutters and drywells are installed to contain roof run-off and in accordance with Chapter 236 of the Town Code-Stormwater Management, and the placement of a continuous row of staked hay bales along the upland edge of the non-disturbance buffer zone prior to any construction activities. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. ing, Pr Board of Trustees~ TERMS AND CONDITIONS The Permittee, Gregory Mazzanobile, residing at 230 East 48th St. (Apt.5C), NY, NY, as part of the consideration for the issuance of the Permit does understand and prescribe to the following: That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. That this Permit is valid for a period of 12 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. That there will be no unreasonable interference with navigation as a result of the work herein authorized. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Department of Real Properties Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. Jill M. Doherty, President Bob Ghosio, Jr., Vice~President James F. King Dave Bergen John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southald, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0717C Date: December 21,2011 THIS CERTIFIES that the construction of a single-family dwelling, decks, pervious driveway, sanitary system, gutters to leaders to drywells to contain roof mn-off; a 50' Non- Disturbance Buffer which is to be maintained At 1460 Lake Drive, Southold, New York Suffolk County Tax Map # 59-1-21.6 & 21.7 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated May 2, 2002 pursuant to which Trustees Wetland Permit//5631 Dated April 28, 2008 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a single-family dwelling, decks, pervious driveway, sanitary system, gutters to leaders to drywells to contain roof nm-off; a 50' Non-Disturbance Buffer which is to be maintained The certificate is issued to GREGORY MAZZANOBILE owner of the aforesaid property. ~t~or~ed S~i~at~u New York State Department of Environmental ConservationBureau of Habitat, Region One 50 Circle Road - SUNY, Stony Brook, New York 11790-3409 Phone: (631) 444-0275 October 8, 2008 Alexander B. Grannis Commissioner Mr. Gregory Mazzanobile 230 East 48~ Street (Apt. 5C) New York, NY 10017 Re: NYSDEC Permit # 1-4738-03032/00001 Location: 1300 & 1460 Lake Drive, $outhold Dear Mr. Mazzanobile: Our records indicate the Notice Covenant to the Deed requirement as set forth in the Special Conditions #10 of the above referenced permit has not been satisfied. Please submit the required information or contact this office for further assistance. Failure to comply with the Special Condition of your permit could result in legal enforcement action by this department as well as a £mancial penalty of $3,000.00. The enclosed Notice Covenant, along with a copy of your deed, must be Fried with the Suffolk County Clerk's Office at 310 Center Drive, Riverhead, NY. (Tel. 631-852-2000) A copy of the recording page of the filing of the Notice Covenant must be provided to the Department of Enviromnental Conservation within 30 days. A Copy of the filing is to be sent to: NYSDEC Bureau of Habitat SUNY, 50 Circle Road Stony Brook, NY 11790 Attn: Terri M. Widhalm Please do not hesitate to call me at (631-444-0234) if you have any questions. Sincerely, Terri M. Widhalm Compliance Technician Bureau of Habitat trow NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PE, RMIT NUMBER 1-4738-0~0~3'2/00001 FACILITY/PROGRAM NUMBER(S) PERMIT Under the Environmental Conservation Law lEFFECTIVE DATE July 26, 2004 EXPIRATION DATE(S) July 31, 2009 TYPE OF PERMIT · New [] Renewal [] Modification [] Permit to Construct [3 Permit to Operate [] Article 'i5, Title 5: Protection of Waters [] Article 15, Title 15: Water Supply [] Article 15, Title 15: Water Transport [] Article 15, Title 15: Long Island Wells [] Article 15, Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certification [] Article 17, Titles 7, 8: SPDES [] Article 19: Air Pollution Control [] Article 23, Title 27: Mined Land Reclamation · Article24: Freshwater Wetlands [] Adicle 25: Tidal Wetlands [] Adicle 27, Title 7; 6NYCRR 360: Solid Waste Management [] Adicle 27, Title 9; 6NYCRR 373: Hazardous Waste Management [] Article 34: Coastal Erosion Management [] Article 36: Floodplain Management [3 Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO Gregory Mazzanobile ADDRESS OF PERMITTEE 230 East 48th Street, (Apt. 5C), New York, NY 10017 CONTACT PERSON FOR PERMITrED WORK James E. Fitzgerald, P.O. Box 617, Cutchogue, NY 11935 NAME AND ADDRESS OF PROJECT/FACILITY Mazzanobile property, 1300 & 1460 Lake Drive, Southold COUNTY I TOWN WATERCOURSE Suffolk I Southold DESCRIPTION OF AUTHORIZED ACTIVITY: TELEPHONE NUMBER (212) 838-3776 TELEPHONE NUMBER (631) 734-5800 NYTM COORDINATES Construct single family dwelling, decks and septic system. All work must be done in accordance with the attached survey prepared by Joseph Ingegno on 3/28/02 last revised on 7/7/04 and stamped NYSDEC approved on 7~26~04. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Cond tons included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters Roger Evans (MEP) Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHORIZED SI G N AT~Q,i~,.~~ DATE July/27, 2004 Page 1 of 5 Tow_____n_n Southold Erosion, Sed,mentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A /00~ ~a~ / ~/, ~ STORM-WATER, GRADING? DRAINAGE AND EROSION CONTROL PLAN DLs~Ct Section Black Lot C~t~¥iriED BY A DESIGN PROr~$uiONAL IN THE STATE OF NEW YOI~K. Item Number:, (NOTE: A Check Mark (q~) for each OuestJon is Required fo~ e Complete Application) Yes N_._~o 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2') Inch Rainfall on Site? ('rhis item will include all ron-off created by site cleadng and/or construction activities as well as all Site Improvements and the penaanent creation of impe~oos surfaces.) Does the Sits Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowl Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving mom than 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Disturbing Activities Encompaesing an Area in Excess ct Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Waler Coume Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (1 Off) feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fi[teen (15) feel of Vertical Rise to One Hundred (100') of Ho~zontal Distance? Will Driveways, Parking Areas or other Imperious Surfaces be Sloped to Direct Ston'n-Water Run-Off into and/or in the direction of a Town right-of-way? Wilt this Project Require the Placement of Material; Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? r'~ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl EXEMPTION! Ye~s No Does this projec~ meet the minimum standards tot class fication as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requlredl -- ~ that the work will be performed in the manner set forth in the application Sworn to before me this; ............. ........... da, ......... ....... ................. FOUM STATE OF NEW YORK, ~_ , cou yy ........ ss That I,'--' ' '--- ...~..D..~.°.~.../~..._~......<~.....~........~......?...~...: ................... being duly sworn, deposes and says that he/she is thc applicant for Permit, (Name ct individua[ $1~llng Document) And that hdshe is the ........................................ /.~.......,...~...... _. (Owner, Contraeto~, Agent, Corporate Office~, etc.} Owner and/or representative of the Owner of Owner's, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best o£his knowledge and belief, and CONNIE D. BUNCH Note~y Public, State of New York No. 01BU6185050 ~ _ Qualified in Suffolk Count~/ ·:~. ~ Expires Al~il 14, 20,~ TOWNOFSOUTHOI~ i~Q~ESTED Et¥: *Address: - *Cross Street: *Phone No,: '. Pt~it, No.: . APP.LICATION FOR ELECTRICAL INSPECTION. J. OBSI'.TE INFORMATION: (*fndi'.cates required information) · 1000 Section: . *BRIEF DESCRIPTION OF }/VOF~. (Please F~Jnt. Clea'rly) for ~ 3~,ou need' a Temp Certifloat.e: Temp tnforma~on {If needed}* · MEs/ 5: Rough In~ '.' .\ · , ~S~e:I 1 Phase 3Pha?~e 100 150 . 200 ~- 350. 400 ' Other *New Service: R~nn~t ~de~ Num~; o,.et;m ~ange. 6f Se~ ~e~ea~ ~m~al Ihfo~ation: PAYMENT DUE WI~' APPLICATION SUFFOLK COUNTY DEPARTMENT OF ItEALTH SERVICES I FOR OFFICE USE ONLY 'OFFICE OF WASTEWATER MANAGEMENT 360 YAPHA.NK AVENUE, SUITE 2C, YAPHANK, NY 11980 Health Department Ref. No. (631) 852-5700 APPLICATION FOR EXTENSION~ RENEWAL OR TRANSFER OF EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS pi,EASE TYPE OR PRINT LEGlBLY EXISTING REFERENCE NUMBER R10-02- 0097 Tax Map No. Dist. 1000 Sect. 59 Block I Lot ol 21.6 & 21.7 NAME OF APPLICANT James E. Fitzgerald, Jr. If name is different f~om ori$inal applicant, see insmactions for iaansferrin$ a permit and complete section 6 belows) Mailing Address ~0 Box 617, Cutchogue NY 11935 ]Phone 631-734-5800 NAME OF AGENT (If not applicant) Address I Phone Mailing I DATE OF ORIGINAL APPROVAL 1/6/05 (If more than 6 years old, a new application will be required.) TRANSFER OF PERMIT: I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; SIGNATURE OF ORIGINAL PERMIT HOLDER/AGENT PRINT NAM~ DATE MAILING ADDRESS PHONE Application is hereby made to [X] extend, [ ] renew, l ] transfer for a permit to construct in accordance with this application, surveys and plans submitted. I hereby certify that I have examined this complete application and the statements therein are tree and correct, and that all work shall be doBe in accordance with all alSplicable Town, County, State and Federal Laws. "Any false statement Judge herein is pt/~ ~d a misd. d~e, meanor puA'suant to S210.45 of New York State Penal Law." Signat~ of At;holicant ~ "~L~~ /~ ~ Date Print N am?of/App 1 ic ant ~/[/ _~t ~/ Title ~r~-[mes E. Fitzgerald, Jr. Agent If you are making Substantial revisions or modifications to a project that has alread' ' received a permit to construct fi.om the Department, or it the permit is more than six (6) years old, a new application will be required. Renewed permits are subject to any chanses in standards enacted after the approval date of the ori$inal permit. DEPARTMENT USE ONLY Permit is ~xtende~'e~e~/e~/'~ransferred Until \ ~ 4'\\.\ Number of Bedrooms ApproVed _-'7 Signature of Department Representative' ¥~_c,.<75~.~. ~-.'~La..v.3~ ~Date I~-~/t~ t WWM-104 (Rev. 8/05) Page 1 of 2 !UILDI~NG PEIEV[IT E,%~,MINEP, CI{ECI<L[ST ....... l~stm)ated Cost: 'Top 'tva ' : k~oo La.J~x ~ ('iI~. So~_/-Ao /c~' Pre C0s? ,ufldmg permits (Open/Expired): BP~-Z/C/0 Z- , In~o: ..... BP -Z/C/0 Z- , In~0: P -Z/C/0Z ~,info: BP -Z/C/0Z- ,Info: _~ BP ~-Z/C/0z ,Info: ~gle & Separate Search Required? Y or~'Detertniuation: mw. mont 9& _ ACT Front ~ ~Q Side /3 r Q. Rea~ PROP. R~r ~Q. Heigl~t~ ACT Height ~ ~ [yes, wa(c~ hody .... Panel~ Flood Zone: ltulld~(.ad.'Bluff Disia~ce: ( NEW YOILK STATE CODE COMPLIANCE CHECKLIST CLI34&TIC/GEOG~HIC DBSIGN CRiTERIA: Orolmfl Snow Load: 45 l~ Wind Speed; I20MPI{__"-'~" 8~lsn~.le Design Category: Weathering: Severe ~' Frost Depth: 36" ~ it,: M-H ~ Decay: S-Mff ' HEIGHT~ ~A: FULl FRA>/I[NG D1ESIGN ELEMENTS: Y/Iq C;i tO)ER&': I.~ ,} O I ILA.I?q'ER$: TOTAL .EALS BOARD MEMBERS Gerard P. Goehringer, Chairman Charles C~rigonis, Jr. S~rge Doyen, Jr. Joseph H. Sawicki James Dinizio, Jr. Telephone (516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD SCOTT L. HARRIS Supervisor Town Hall, 53095 Main Road P.O. Box 1179 Sou~hold, New York 11971 Fax (516) 7654 823 Tdephone (516) 765-1800 ACTION OF TI:IE BOARD OF A~PEALS Appl. No. 3941 Matter of CONSTANTINE GEORGIPOULOS. Variance to the Zoning Ordinance, Article IIIA, Section 100-30A.3, for permission to construct a one family dwelling. Proposed. construction will have insufficient front yard setback. Property Location: 1300 Lake Drive, Southold, County Tax Map No. 1000, Section 59, Block 1, Lot 21.6 & 21.7. WHEREAS,. a public hearing was held and concluded on May 15, 1990 in the matter of the Application of EO~ISTANTINE GEORGIPOULOS, under. Appeal No. 3941; and 9rffERE~S, at said hearing all those whodesired to be heard were heartland their test'imon~ recorded; and Wn~REAS, the Board Members haue personally viewed and are familiar with the Pr~mises in question, its present zoning,and the sur~oundingareas; an~ WHEREAS, the Board Members hmve personally W~i~we~and are familiar with~e pr~mises in question, its present zoning~ and the surroundingareas; and . ~ Wq~EREAS, the Board made the following find~n~s'.of fact: 1. '.'.:T~ep~emi~s in:question is. side of La~e Dr~ve, Hamlet~ of. Southoid, Suffolk County Tax Map No. 1000, Section 59, Block 1, Lot 21.6 & 21.7. 2. This is an application for Variances f~rom the Zoning Code Article III, SectionI 180-30 A.3, for permission.to construct a one family dwelling. PropOsed construction Will have insufficient front yard setback. Page 2 - Appl. No. 394i Matter of CONSTANTINE GEORGIPOULOS Decision rendered May 30, 1990 3. Article IIIA, Section 100-30A.3, No building or premises shall be used and no building or parthereof shall be erected or altered in the Low-DenSity Residential R-40 District unless that same conforms to the requirements of the Bulk Schedule and of the Parking Schedule, with the same force and effect as if such regulations were set forth herein in full. 4. The subject premises for the proposed house is approximately 80,143 sq. ft. in this R-40 Zone District. will be 119+- ft. from the west property line, 106+- ft. from the east property line, 135+-'ft. from the north property line .and 40+- ft. from the south property line. 5. In considering this application, the Board finds and determines: (a) that the circumstances of this application are uniquely related tothelpremises and its established nonconformities; (b) that there is no Other method for appellants, to pursue; and placing the proposed.house in any other location on the premises will require other'variance relief; '- (c) that .the area chosen for the proposed house, iS not unreasonably located; (d~ that the variance wiIl herin turn,cause a~s~bstantial ~ effect on the safety, health, welfare, comfort, oonvenienoe and/or order ~ef the Town; .. , . -. . (e) that in carefully considering the-record~and all'the 'abovelfactors, the interests of justice' will be served by granting the.variance, as_applied Conditionally noted below. Accordingly, on motion by Mr. Sawicki, seconded by%Mr. Doyen, it was RESOL%~D, to GRANT a.¥ariance in the 'matter of the ~ . ' application of CONSTAlqTINE. GEORGIPOULOS. as. applied-Under, Appeal. No. 3941, SUBJECT TO~THE FOLLOWING CONDITIONS: Page 3 - Appl. No. 3941 Matter of CONSTANTINE GEORGIPOULOS Decision rendered May 30, 1990 1. That the dwelling be located as shown on the survey by Roderick Van Tuyl dated July 10, 1989 and be'no closer than 40+- ft. at its closest point to Lake Drive. 2. That there he,division of Tax Map lots 21.6 and 21.7 into separate and distinct parcels. Vote of the Board: Ayes: Messrs. Goehrigner, Doyen, Sawicki and Dinizio (AbSent Charles Srigonis). This resolution was duly adopted. df GERARD P. GOF.~INGER, CHAIRMAN Gregory Mazzanobile 184 Warren Street; #2 Brooklyn, NY 11201 (h) 718-643-2183 (cell) 347-306-7851 Email: gregmazzanobile@yahoo.com Town of Southold Building Department So~thold, NY 11971 January 22, 2009 Dear Sir / Madam, I am attaching this letter to my application for a building permit so that any questions can be addressed and answered without confusion. I am purchasing this land on Lake Drive in Southold and have signed a contract upon with the current owner, C. Georgiopoulos. Since this land was unimproved, the sale is contingent upon my being able to secure the necessary permits (Trustees, DEC, Health Dept.) and a building permit. As such, we will close the sale of the land upon issuance of a permit from the Town of Southold. This will help explain some of the answers on the application. Additionally, there is a covenant to the deed that needs to be completed by me upon transfer. It is not a covenant to the current deed. I am attaching it to the application as well for your records. This is binding to me and is an obligation of mine once the land has been sold and transferred to me. I am not sure if this is required for your application but I am attaching it as well. Thank you for your help with this and if you have any questions, please call me at 718- 643-2 183 or 347-306-7851. g Mazzanobile Proper- T Permit Services P.O. Box 617, Cutchogue NY 11935 Phone: 631-734-5800 Fax: 631-734-7463 MEMORANDUM DATE: January 27, 2009X TO: Vicki Toth - Building Department FROM: Jim Fitzgerald SUBJECT: Application of Gregory Ma~anobile; SCTM #1000-59-1-21.6 & 21.7 Attached are the following documents: Southold Trustees Permit No. 5631, expires 4/28/09 (photocopy) NYSDEC Permit No. 1-4738-03032/00001; expires 7/31/09 (photocopy) SCDHS Permit No. R10-02-009; expires 1/6/11 (original) Southold ZBA Variance, File No. 3914 (photocopy) Receipt No. 39565, Septic Permit fee (photocopy) cc: Greg Mazzanobile (no attachments) Joe Fischetti (no attachments) Page 1 of 1 Tot~13~v~ll~i^n ncx Fron~:o. l~le~[~)laire S°ut~8~t ?ewTYd~da¢,7~-~fi~5~ary 17, 2009 11:2 To: Toth, Vicki Subject: FW: Merger BUILDING DEPARTMENT Vicki, TOWN OF SOUTHOLD Below find the new number for the merger of 59.-1-21.6 & 21.7. Claire Telephone (631 ) 765-1802 ~502 From: MacCarthy, Carol [mailto:WeingartnerCarol@suffolkcountyny.gov] Sent: Tuesday, February 17, 2009 11:25 AM To: Glew, Claire Subject: RE: Merger Hi Claire, New number is 1000-05900-0100-021009 Carol From: Glew, Claire Emailto:Claire.Glew@town.southold.ny.us] Sent: Thursday, Februaw 12, 2009 12:55 PM To: NlacCarthy, Carol Subject: Merger Carol, I'm sending over a 102 to combine two parcels. Can you e:\mail me the new number? I sent it to the 852-1566 fax number. Thanks. Claire Glew Sr. Assessment Assistant Town of 5outhold 631-7654937 2/18/2009 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY I 1971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 December 16, 2011 B UILD1NG DEPARTMENT TOWN OF SOUTHOLD Gregory Mazzanobile 184 Warren St., Apt 2 Brooklyn, NY 11201 Re: 1300 Lake Dr., Southold TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: ~ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. ~Afee of $50.00. (~(~7~ Final Health Department Approval. ~2'~Plumbers Solder Certificate. (All permits involving plumbing after 411184) ~.~ Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. - Bob Fisher __ Final Landmark Preservation approval. BUILDING PERMIT: 36169 - New Single Family Dwelling Suffolk County - Preliminary Digital Flood Hazard Data Report Page 1 of 1 Flood Information Report Overview Map Flood Information Special Flood Hazard Area (SFHA) T~e areas subject to inundation by the 1% annual chance (100-year) flcod. Structures located in the SFHA that carE' a mortgage loan backed by a federally regulated lender require Pood insurance. Base Flood Elevation (BFE) The elevation shown on the Flood Insurance Rate Map for Zones AE, AH, Al-A30, AR, An, V1-V30, and VE that indicates the water surface elevation resulting from a flood that has a one percent chance of equaling or exceeding that level in any given year. Lowest Adjacent Grade (LAG) An estimate of the elevation of the lowest ground touching the structure. To be removed from the SFHA, the lowest adjacent grade must be at or above the Base Flood Elevation. Highest Adjacent Grade (NAG) An estimate of the elevation of the highest ground touching the structure. Zone Descriptions B, C, and X Areas outside the I-percent annual chance floodplain, areas of 1% annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1% annual chance flood by levees. NO Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones. PROFILE Date: 1/26/2009 Address: 1460 Lake Dr, SOUTHOLD, 11971 County: Suffolk State: New York LAG: 8.2 (feet) HAG: 11.9 (feet) FLOOD INFORI~ATION PROPOSED FIRM Panel: 36103C0154H SFHA: No Zone: X BFE: Not Available Floodway: No EFFECT~E SFHA: No Zone: X BFE: Not Available Note: E/evabbns are based on IVAVDE8 LINKS hb[p://www. FEMA.gov htr p://www.fe ma,gov/business/n lip htlp://www.floodsmart.gov CONTACT Address: Region 2, 26 Federal Plaza, New York, NY The r~deral Emergency Management Agency (FEMA) maintains information about map features, such as street locations and names, in or near designated flood hazard areas. The information herein represents the best available data as of the effective date shown. TO obtain more detailed information in areas where Base Flood Elevations (BFEs) and/or flcodways have been determined, usam are encouraged to consult the FEHA Map Service Center at 1-800-358-9616 for informaUon on available products asscclated with this FIRH panel. Available products may include previously issued Le~cers of Nap Change, a Flood Insurance Study report, and/or copies of this map. Requests to revise flood information in or near designated flood hazard areas may be provided to FEMA dudng the communib/ review period. Disclaimer: The data provided through this application and any reports generated from the application are provided for informational purpeses. [t shall not be used to determine flcod insurance rates or purchase requirements. http ://www. suffolknyfl oodmaps, com/report .htm 1/26/2009 File # NATURE OF COMPLAINT: ACTION TAKEN: ~ . Report TM~en By:. Date Date Referred to Code Enfomement: Mall In Pemon CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: S~m¥~z OF LOTS 6 & ~ U~DIViS~ ON ~L~- FOR CONS%&NTINE P ~ITUAT~D AT SOUTHO~ TOWN OF SOUTHOLD ~orrOLK COUNT'(, NEW YORK S.C. TAX No. 1 OOO-59-0 ! SCA~ ~ "=50' MARCH 28, 2002 1.840 ec. SEPTIC S~STE~ JOSEPH F~SCH~TL PE 1725 HOBART ROAD 50UIHOLD, NY 11971 651-765-295~ PROPOSED SEPTIC SYSTEM DETAIL APPROVED BY BOARD OF TRUSTEES TOWN OF SOUTHOLD DATE ,~ Joseph A. ingegno Land Surveyor S.C. TAX No. 100C-59-01--21.6 SURVEY OF LOTS 6 & ? SUBD[VfSION ~ FOR CONSTANTINE P. GEORGIOPO~JLOS FILE No. 7844, FILED JAHUARY 29, 1985 SITUATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000--59-01--21.6 1000--59-01 --21,7 SCALE 1"=50' MARCH 28, 2002 JULY 19, 2002 ADDED W['TLAND~ AUGUST 13, 2002 RL-'~ISED SITE PLA~ NO¥~MBE:R ~-, 2002 IRL'VISED PI~OPO~ED POOL SEPTIC SYSTEM & .RETAINING WALL DESIGN BY: JOSr'PH FISCHr.'rrl, pr' 1725 HOBART ROAD SOUTHOLD, NY 11971 651-765-2954 PROPOSED SEPTIC SYSTEM DETAIL SEPTIC TANK (1) Nathan Taft Corwin III Land Surveyor PHONE (6~1)727-2090 Fax (631)727-1727 '4 SURVEY OF LOTS 6 & 7 SUBDIVISION MAP FOR CONSTANTINE P. GEGRGIOPOULOS FILE No. 7844 FILED JANUARY 29, 1985 SITUATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-59-01-21.9 SCALE 1"=50' MARCH 28, 2002 DECEMBER 8, 2008 UPDATE SURVEY MARCH 17, 2009 5HOW LOTS AS MERGED ONE TAX LOT) MARCH 25, 2009 STAKE HAY BALE LNE ~ HOUSE APRIL18, 2009 LOCATE FOUNDATION AREA = 80,154.86 sq. ff. 1.840 ac. CERTIFIED TO: STEWART TITLE INSURANCE COMPANY GREG MAZZANOBILE NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D.. 1929 DATUM IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSDTUTION LISTED HEREON, AND THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE kl A.L S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE b~ND x ~ND SBX~" ' /' N.Y.5. Lic. No. 50457 Nathan Taft Corwin III Land Surveyor fille Su~eys -- Subd;v~ions Site P/ohs -- Construction Loyout PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MA/L/NO ADDRESS 322 Roonoke Avenue P.O. Box 1931 Riverhead, New York 11901 Riverheod, New York 11901-0965 22-0851 4 / / / / / / 4, /' , / SU R'~ E'f OF LOTS (5 & ? SL;BDIVI~$'ION MAP FOE CON,FA TI E P. GEOR(,iOFOL[,O, 3'ITUA TE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-59-01-21.9 DECEMBER 8, 2008 UPDATE SURVEY MARC~ 17, 2009 SHOW LOTS AS MERGED (ONE TAX LO-~ VARCH 25 2009 STAKE HAY BALE LINE ~ HOUSE APRIL 18, 2009 LOCATE FOUNDATION AREA = 80.155 sq. ff. 1.840 ac. CERTIFIED TO: STEWART TITLE INSURANCE COMPANY OREO MAZZANOBILE BEATRICE MAZZANOBILE N Y S Uc No 50a67 Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fox (631)727 ~727 ~ 085~ / / SURVEY OF LOTS 6 ~' ? SUBDIVISION MAP FOE (OtX~9,,\NTiNE P. (;EOR(;IOPOULOS FILE No 7844 FILED JANUARY 29, 1985 S'ITUA TE $OUTHOI ,D TOWN OF' SOUTHO/D SUFFOt_K COUNTY, N£W YO~K S.C. TAX No. 1000-59-01-21.9 SCALE 1'=50' MARCH 28, 2002 AREA = 80,135 sq. ff. 1.840 ac, CERTIFIED TO: STEWART TITLE INSURANCE COMPANY GREG MAZZANOBILE BEATRICE MAZZANOBILE l'~}O-OZ--oo~ 7 O:tice of Wastewater i'd.-'n,:,ge.,ent' -, THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. RECEIVED JUN 8 6 SUFF, CO, HEALTH SERVICES OFFICE OF WASTEWATER MGT, Nathan Taft Corwin III Land Surveyor PHONE (631)727-20g0 Fa× {631)/27 1727 Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: New Home - Greg Mazzanobile Report Date: 02/09/09 Data filename: C:\Program Files\Check\REScheck\Mazzanobile.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached '1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 24% Heating Degree Days: 5750 Construction Site: Owner/Agent: Lake Drive Southold, NY Designer/Contractor: Joseph Fischetfl 1725 Hobart Road Southold, NY 11971 631-765-2954 Ceiling 1: Flat Ceiling or Sdsear Truss: Ceiling 2: Cathsdral Ceiling (no attic): Wall 1: Wood Frame, 16" o.c.: Wall 2: Wood Frame, 16" o.c.: Window 1: VJnyl Frame:Double Pane with Low-E: Door 1: Glass: Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space: 1432 38.0 0.0 43 200 38.0 0.0 5 1665 19.0 0.0 100 1480 19.0 0.0 44 632 0.360 228 120 0.360 43 1632 38.0 0.0 42 resented in this document is consistent with the building plans, specifications, and otl~r calculations ~pplication. The proposed systems have been designed to meet the New York State Energy Conservation ~ Professional has stamped and signed this page, they are attesting that belief, and professional judgment, such plans or specifications are in compliance wit~ this/Code. New Home - Greg Mazzanobile Page 1 of 1 DRIVEWAY = 720 SF X 2" X 1 = 120 CF REQUIRES (1) 8 FOOT DIA. 4 FOOT DEEP DRAINAGE CALCULATIONS ROOF= 1850 SF X 2" X 1 = 308 CF REQUIRES (2) 8 FOOT DIA 4 FOOT DEEP / TO DRYWELLS (1) 8 FT DIA 4 FEET DEEP / ! Roof Plan · IOSEPH FIS~:HETTI, PE PROFESSIONAL ENGINEER "1725 HOBART RD/PO BOX 616 SOUTHOLD, NY 11971 631-765-2954 FROM EJECTOR PUMP IN G~.~ ~ i ® I TO DRYWELLS (2) 8 FOOT DIA 4 DEEP DRAINAGE PLAN JOSEPH FISCHETTI, PE PROFESSIONAL ENGINEER 1725 HOBART RD / PO BOX 616 SOUTHOLD, NY 11971 631-765-2954 ~L, , ~,4,' TO EJECTOR PUMP THEN TO DRYWELLS ON SITE Plumbing Riser Diagram ,i©NAL F NG!~,:, · !!(~!~;-~ %!/ , ULTRA SERIES Push-Out Casements SIZE LIMITATION INFORMATION Size Limitations for Push-Out Casements one.Lite Venting (Based on fmrne size) Maximum MJn Sin~lts-Point Min Multi-Point Width 36" 15" 15" Height 96" 10" 36" Square footage of entire unit must be within 18 sq ft. A unit that is 36" wide can only be 72" high However. a unri which is 24" wide can be 00" tall. SL~e L mltations for Push'Out Casements One~ Lite StatiOnary(Based on frame s ze) Maximum Minimum Height Width 120" 12" 120" 12' Square footage of entire unit must be within 53 sq. ff. A unit that is 120" in one direction may only be 60" in the other, Units over 40 sq. It. must be tempered KO. LBE A mulled unit cannot exceed 168" x 108" (14' x 9') overall. Larger sized mull unit assemblies may require altamata installatio~ methods or field mulling. Glass ratio cannot exceed 6:1 for anneatsd glass. Glass ratio cannot exceed 8:1 for tempered glass. EMERGENCY ESCAPE & RESCUE OPENING INFORMATION Emergency Escape & Rescue Opgs Min O;g Width MIn Opg Height 20" (508 mm} 24" (610 mm) Minumurn Opg Area: 5.7 sq fl (0.53 m=) )EFINI31ONS OF ACCEPTABLE EMERGENCY ESCAPE & RESCUE OPENINGS: Egress" has long been the tern' used to describe the clear opening dimensions of a window or door necessary to enter or ex~ a built, lng in :ase of an emergency With the release of the International Building Code (IBC) and International Residential Code (IRC), "egress" is no onger the appropriate term. The International Codes (IBC 2000 & 2003, IRC 2000 & 2003) now use the phrase "Emergency Escape ~ Rescue Opening.' IBC and IRC have set the basic requirements shown for Emergency Escape & Rescue Ogenings. Emergency -'scape & Rescue Openings shall be operational from the inside of the room without the use of keys or tools. Please check your local )des to continn that these Emergency Escape & Rescue Opening requirements are applicable. Other requirements may also apply. CLEAR lva ,o ave OPENING DIMENSIONS M.S. = Magnum Series.) 346K. c~L~WINDOWS~ IFrench caSemdts I NOTES FOR CASEMENT WINDOWS: > Clear opening widths shown are for standard casements with multi-point locks and concealed hinges. If the fo[lowing lock and/or hinge options are used, the clear opening widths will need to be adjusted as noted: Sox Locks - One lock and keeper locks the casement sash at an individual point. Two box locks, are required on units over 4W in height and each lock operates separately. The side stops will be thinner and have a slightly different profile than our standard stops to compensate for the locking mechanism. Thus, the clear opening widths shown must be increased by 1/4' when using this lock. When box locks are used, the vent area will a~o increase because of the thinner side stops. Use the formula shown here to determine the increased vent area for a unit with box locks. 4.2 % 3.1% 2.5 % 2.3 % 1.9 % Vent area with box locks - Vent area with Multi-point lock + {,00347 x C.C. height} Exposed Hinges (a.k.a. Euro Hinges) - The Euro hinge is the default hinge used when standard concealed casement hinges can not be utilized (tad~s head unils, high pedormance units and impact performance ChitS), or {I thio type of hinge is requested. In most cases singIe-arm operators are used with Euro hinges, which changes the clear opening widths. For units with this type of hinge, add 3-1/4" to widths shown for one sash open. For French casements add 7-1/2' to widths shown for two sash open. Two sash open may or may not be considered as an acceptable emergency escape and rescue opening per the local buiiffing inspector. Please remember that if box locks and exposed hinges are used together, the adjustments must be combined. All dimensions are taken with sash open to 90% except for an "E" Series unit with dual-arm operator and concealed hinges, which opens to 75°, Shaded units meet most national buileqng codes for emergency escape and rescue requirements. Sou / \ \ -- / \ / / THE I~YS FRESHW.~TER WETLAND NON- DISTURBANCE ,Ill, EQUAL TO LB-CONSULTANT'S LI BUFFER -- ON TH~x~URVEY SURVEY PREPA INGEGNO ,LAST REVISED 6/06-03 AND DELINEATE~). (APPROXIMATELY t3-1~ aY R. MAR~ ON 8/5/03 ' N I ,t11~ OCCUPANCY OR NOTPROCEEDWTH FRAMING UNTIL SURVEY USE IS UNLAWFUL OF FOUNDATION LOCATION HAS BEEN APPROYED WITHOUTCERTIFICATE (~" r~-'~ OFOCCUPANCY AP, PROVED AS NOTED , 7B§-fS02 8AM TO 4FM FOR THE ~ r~'~ FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE RETAIN STORM WATER RUNOFF 2. ROUGH - FRAMING & PLUMBING PURSUANT TO P. FIAOT~:n 4. FINAL - CONSTRUCTION MUST /NE TOWN CODE. BE COMPLETE FOR C O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR .... , F PLUMBING DESIGN OR CONSTRUCTION ERRORS. ~LUUDZO.~ ~ ALL PLUMBIN~G WASTE & WATER UNIES NEED COMPLY WITH C~P~'~R 1'46" ~ TESTING BEFORE cOVERING FLOOD DAMAGE PREVENTION ' 80UTHOLD TOWN CODE. INDEX OF DRAWINGS UflDERWRI'ERSCEI:ITIFIC.~ ~ ~m REQUIRED CERTIFICATION OF NAILING & CONNECTIONS COMPLY WI-FH ALL CODES OF REQUIRED, NEW YORK STATE & TOWN CODES AS RE?)JIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD ~ SOUTHOLD TOWN TRUSTEES "/ N.Y.S, DEC PLUMBER CERTIFICA T/ON ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TLR SUPPL Y' SYSTEM CANNOT EXCEED 2/10 OF I% LEAD E1,02 TES~T _HOL~E DATA (TEST HOLE DUO BY McDONALO BEOSC~ENOE ON FEBRUARY 28, 2002) PALE BROWN HNE TO MEDIUM SAND SP WATER [N PALE BROWN FINE TO MEDIUM SAND SP t. ELEVATIONS ARE REFERENCED TO N.O,V.D,. t929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 1o.o EXISTING CONTOUR LINES ARE SHOWN THUS:~-~.--IO--- PROPOSED ELEVATIONS ARE SHOWN THUS:ELJ~I PROPOSED CONTOUR LINES ARE SHOWN THUS:~"---~(~~ 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON-~RE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INGURANCE RATE MAP No. 36105C0154 G ZONE ARt BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS OF §OD-YEAR FLOOD= AREAS OF IO0-Y[AR FLOOD ~ITH AVERAGE DEPTH OF ~I~SS THAN f FOOT OR WITH DRAINAGE AREAS LESI$ THAN I SQUARE MILE; AND AREAS PROTECTED BY LEVEES FEB~ fO)O-YEAR FLOOD. ARCHITECTURAL STRUCTURAL AO.DD Cover Sheet/site Plan SI,D1 Foundation Plan A1.0D General Notes S1,D2 First Floor Framing Plan r~l A1.01 Basement Floor Pla~ $1 03 Second Floor Frammg Plan A1.02 Flrsl FLoor Plan S1.04 Attic Framing Plan A1,03 Second Floor Plan 81.05 Roof Framing Plan A2.01 Exterior Elevation S2.01 Building Details A3,01 Building Sections & Wall Semlons S2.D2 Deck Beblls A3.02 Building Sectrons E101 Basement RCP/Elect/Ioal First Floor ReP/Electrical Second Floor RCP/Elec~ncal ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. SURVEY OF LOTS 6 & 7 xUBDIVIxION MAP ~FOR CONSTANTINE P. GEORGIOPOULOS FILE No. 7844 FILED JANUARY 29, 1985 ZITUA TED A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C, TAX No, 10OO-59-01-21 1000_59_01_21:76 Q SCALE 'J "=..90' MARCH 28, 2002 JULY 19, 2002 ADDED WETLANDS ', ~ AUGUST 15, 2002 REVISED SITE PLAN NOVEMBER 4, 2002 REVISED PROPOSED PooL JUNE 6, 200,.5 REVISED PROPOSED SANITARY SYSTEM AUGUST 7, 2005 LOCATED WETLANDS OCTOBER 5, 2003 REVISED PROPOSED SANITARY SYSTE~ ~ LOCATE ADDITIONAL WETLAND FLAGS OCTOBER 12, 2005 ADDED ADDITIONAL NOTES DECEMBER 3, 2003 ADDED WELL LOCATION ACROSS STREET ~mmm~ JANUARY 12, 2004 REVISED SEPTIC SYSTE~ TO MAP DATED AUGUST 15, 2002 MAY 13. 2004 REVISED PROPOSED HOUSE r. JUNE 25, 2004 uPDATED PROPOSED SEPTIC SYSTEM & WATER LINE JULY 7, 2004 REVISED PROP. SEPTIC SYSTEM LOCATION ZONE X: AREAS DETERMINED TO BE OUTSIDE §O0-YEAR FLOODPLAIN. 4. MINIMUM SEPTIC TANK CAPACITIES FOR A 'J TO 4 BEDROOM HOUSE AREA = 80,1,94.86 sq. ff. IS 1,000 GALLONS. t TANKI S' LONG. 4'-5" WIDE, 6'-7" DEEP 5. MINIMUM LEACHING SYSTEM FOR A I TO 4 D,EOROOM .H, OUSE 1.840 oo. IS 300 sq. ff. SIDEWALL AREA. S POOLS; 2 DEEP, D dia. PRCPCSEB EXFA.ION FOOL RETAIN[N~ WALL DE~I~N (.~ PROPOBEO ~aCH~ POOL JOSEPH FISCHETTI, PE I I P~OPOS~O ssPnc Ta~K 1725 HOBART ROAD ~. ~P~OX~T~LY ~,~oo ~,. yd,. O~ CLEA~ riLL mUCKEO ~N SOUTHOLD, NY 11971 FROM AN UP~NO SOURCE SHALL BE NEEDED ~OR THE PROPOSED s~v~c SYSTm. 6~1--765--295& PROPOSED SEPTIC SYSTEM DETAIL HOUSE (NOT TO SCALE) iNV. EL./ TOP EL. 7.5'- - DISTRIBUTION POOL OF 5 POOL SYSTEM SEPTIC TANK GROUND ATER ROT, EL. 4.8' ELEV, 1,wS' LEACHING POOLS (5~ Nathan Toff Corwin, Land Surveyor Cover Sheet/Site Plan JAN. 2008 MAZZ" AO.O0 GENERAL NOTES 6-N O fi 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product, 2), The General Contractor is responsible for ensudng that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc, These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. Dimensions shall take precedent over scaled drawings NOT SCALE DRAWINGS). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the W ndow and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. 8), Wind Icad requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to '~etermine intended heights of finished Poor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry wails occuring in exterior or unheated interior areas, 4), Any new concrete walls being attached to existing concrete structure shall be installed with #5 re-bar, 18" long at 12" c.c.. Use approved epoxy for installation. i) Un ess otherwise noted all slabs on grade to be 2500 p.s.L. Concrete to be ~oured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing, nter or s ubs e be minimum 3-1/2 inch thick. All fill to be compacted to 95% retsPve density with ~" maximum lifts (tsyera). . Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y,S. Residential Construction Code~ A 6-mil polyethylene film shall be applied over :he below grade portion of exterior wails prior to backq'illing. 3), Drainage as per section R405 of N.Y.S, Residential Construction Code. FRAMING NOTES 1), All framing techniques and methods as proscriptive design of 2006 SBC High Wind Edition Wood Framing Construction Manual. 2), Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c, untsss noted othe~ise. Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. wall headers to have (2) jack studs and (2) full length studs on each side of all s. LVL headers to have (3) jack studs and (2) full length studs on each side of is. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall IS between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heaw duty gaivinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under wails that run parallel to the floor joist and under bathtubs. Floors to have ceramic tile installed shall be vedfied for proper Icad capacity unless noted on plans. 7). Provide 2 - 1-3/4" thick microtsms ( height to match floor joists) around stairwell and/or other access openings unless otherwise noted (typical). ' ~g up roof rafters are to be supported by double rafters on either side ~licable unless otherwise noted. in flcor joists at 8'0 c.c.. Use solid blocking in ftoor joists ig walls. :)). ProvLde insulation baffles at eave vents between raftam. Install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4.ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers, Unless otherwise noted use 3/4" thick TAG PTS Fir or Advantech plywood subfioor =L400 adhesive and screwed to floor joists. Finished floor to be installed per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type-x sheetrock, All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type matadal over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-rex termite shield or approved equal. WIND FRAMING NOTES 1). RIDGE-TO-RAFTER~: -- 1-114" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3,4. When a collar tie is used in leu of a ridge strap, the number of 10d common naits required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wail connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters s shall be attached to the wall top plate and the wall top plate shalll be attached to the wail stud with uplift connections. Roofs overhanging the rake side of the building be connected with uplift connections in accordance with table 3.3c, 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in h table 3.3b, When wall studs above do not fall in line with studs below, the ds shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4), WALL ASSEMBLY TO FOUNDATION: First wail studs shall be connected to the foundation, sill plate, or bottom pilate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab-an-grade, 15 inches in masonry block foundations, or llapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing s to be spaced and sized in accordance to table 3.2a, In addition Itc spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill pilate and all corners. ,. TYPE I EXTERIOR SHEARWALL CONNECTIONS: I exterior shear wails with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" o,c, at the panel edges and 12" c.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o,c, at panel edges and 10" o.c, in the Paid shall be in accordance with the length roquirements specified in table 3.15a-b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the roquirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. 7), INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3,14 shall be permitted to be iincroased when interior shearwalts arc used, Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2,4 rospectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in acoord~ance with table 3,5, ;)PAL CEILING ASSEMBLY: a ridge is to be used as a structural beam, the rafters shall either b)e notched and anchored on top of the beam ar slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and w/all shall be be ad with the above requirements, DECK AND COVERED PORCH NOTES: 1 Un ess otherwise noted all framing material to be #1 ACQ pressure treated lumber. All fastenem, hangers and anchors to be galvinized or stain ess stee. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectom anchorod into concrote with a minimum 1/2" alia x 7" long anchor bolt with washers ,and nuts, 3), Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing, Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade, Porches with covered roofs shall have 12" dia, concrete pie rs for the girders. 4), Deck joists to have blocking at 8'0 c.c.. 5). A minimum of 10 inch flashing shall be installed be~een the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts whero needed. . Concrete piers shall be a minimum 6" above grade. ,. All joists to be supported with hangers and anchors. Each Joist shall ,also be anchorod girder(s), Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES 1 ), All water supply, drainage and venting to be installed as per N,Y.S. R(esidential Construction Code. 2), Verify septic system with the Engineer for Suffolk County Health Department approval 3). If wall studs, plates or joists are cut out during installation for any plurmbing related work, )mvide adequate bracing and plates to protect and secure the structuro. Verify with the ~tate code and manufacture's recommendation for maximum hots size a~nd spacing permitted, HVAC SYSTEM NOTES 1 ). Mechanical subcontractor is responsible for adhearing to all applicablle codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirmments with the equipment supplier. 3). HVAC subcontractor [o provide final system layout drawing and subrmit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: 1)~ All electrical to be installed as per N,Y.S. Residential Construction Crude. 2). All electrical work shall be approved by a qualified Underwriter. 3), Install Smoke detectors and Carbon Monoxide detectors throughout ;as per section R317 of N.Y.S, Residential Construction Code. NAILING SCHEDULE l,,- ..................... PLAN CONTENTS: ROOF FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING RAFTERTO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST 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 - SBC LAP NAIL COLLAR TIE AS PER TABLE 3,4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RiM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL ~.r,r TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) PRESCRIPTIVE AS PER N,Y,S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA 2006 BBC HIGH WIND EDITION~ WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS~ CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 ATTICS w/o STORAGE 10 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY (DESIGNED FOR CAT. C) LOAD PATH SEE CONSTRUCTION ANDWlND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym.: FIRE PROTECTION (SMOKE & CO2 DETECTORS) {~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK WALL FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING TOP PLATE TO - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT - 16d COMMON JOINTS FACE INTERSECTIONS EA, SIDE NAIL STUD TO Z - 16d COMMON 24" FACE STUD C.C. NAIL 16" O,C. FACE HEADERTO 16dCOMMON ALONG EDGES NAIL HEADER TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST. BAND JOIST 2 - 16d COMMON FOOT BEE NOTE: 1,2 END JOIST OR BLOCKING FLOOR FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAiL BLOCKING TO; 3 - 16d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP ] - 16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST - 16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 ROOF SHEATHING: r~AIL NAIL JOINT DESCRIPTION QTY, SPACING STRUCTURAL PANEL 8d /AS~cRMTA%~53'8 CEILING SHEATHING: JOINT DESCRIPTION 5d NAIL NAIL QTY, SPACING GYPSUM 7" C.C. EDGE WALLBOARD COOLERS 10 O.C, FIELD WALL SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY, SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS WFCM - SBC 7/16" eBB 6d COMMON 3" C.C. EDGE PLYWOOD 6" O,C. FIELD GYPSUM 5d COOLERS 7" C.C. EDGE WALLBOARD 10" O.C. FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL I QT~. I SPACING STRUCTURAL PANELS 18d COMMON 116~,,~.~.I~iDEGL~) I OR LESS NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED iN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain Icad path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot, CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC I FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WlEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED MODERATE SLiGHTTO 11 YES fA~ 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS -'OR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O,C. 8d COMMON @ 6" C.C. SEE NOTES: 1,3 8 C " ~EE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE d OMMON @ 60.C. 8d COMMON @ 12" C.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE 'TRUSS 3d COMMON @ 4" O.O, 8d COMMON @ 4" O,C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY. 1), For roof sheathing within 4 feet of 1the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attach~ments required shall be used. 2), Tabutsted 12 inch c.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0,42<G<0,49, the nail spacing shall be reduced to 6 inches 3). Tabulated 4 inch c.c. nail spacing lassumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0,49, Ithe nail spacing shall be roducad to 3 inches c.c. NALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING ",IAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PA[NfL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE Bd COMMON @ 6" O.C. 8d COMMON @ 12" O.C, SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE IREFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1). For wall sheathing within 4 feet o~f the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o,c, nail spacimg assumes sheathing attached to stud framing members with G>0.49, For framing members with (0,42<G<, the nail spacings shall be reduced to 6 inches c.c. 3}. For exterior panel siding, galviniz~ed box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PR OVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS, 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR, SECTION R602.8 - FIREBLOCKING REQUIRED Firablocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood-frame construction in the following locations, 1), In concealed spaces of stud walle and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be flrablocked at intervals not exceeding 10 feet. Baits or blankets of mineral or glass fiber shall be allowed as firoblocking in walls constructed using parallel rows of studs or staggered studs. 2). At all interconnecPons between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stalir stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with So.ion R314.8, N.Y.S, ResidenPal Code, 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustions. 5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. Jose~2h FICeLU, PR, 5ECB Genaral Notes JAN. 200 MAZZ A1.00 4/~J DOOR SCHEDULE BASEMENT LEVEL I I I I I I I~ ~ ~. _. M ~ L___ ~ ~ LI~ E ~ WINDom I ~ I I I ~ .... ~ I I I I J L J I ! 2'-I~" 4'-~ I~" ' J J ACCE~ ' ~ J ',~ EAT ABOVE LINE OF FINJ~NEg ~T~CTURE j ~LOPE. UP J - I ~ I I j ~INleNEP Basement Floor Plan DOOR # DOOR SIZE D---RnC~ Bo2 TYPETBD BO1 2'-8" x 6~-~" TBD 2 - 4'-0" x 8'4" MATERIAL DOOR FRAME MTL MTL TBD TBD DETAILS HDWE HEAD JAMB THRESH SET TBD TBD TBD TBD Tied TBD TBD TBD REMARKS EX~r ERIOR - INSULATED DOOR 1ST FLOOR LEVEL DOOR MATERIAL DETAILS HOWE DOOR # DOOR SIZE TYPE DOOR FRAME HEAD JAMB THRESH SET REMARKS 101 2'-8" x 6' ,~" A WDIGL WD 81A1 D3 61A1 ,O3 8/A~.03 TBD 101A 2 - 2~-6" x ?LO" E WD WD 31A1,03 31A1,03 TBD TBD 102 2'-8" x 7'0" D MTL MTL 31A1 D3 31A1 ,D3 TBD TBD EXTERIOR - INSULATED DOOR, 3 PANEL TO MATCH INTERIOR DOORS 103 2'-8" x 7'-O" D WD WD 3/A1 .O3 31A1 D3 TBD TBD 1O3A 2 - 2'-D" x 7LD" E WD WO 31A1.03 31A1.03 TBD TBD 104 2'-8" x 7'-O" D WD WD 31A1 03 31A1 03 TBD TBD 105 2'-8" x ?'-O" D WD WD 31A1.03 31A1.03 TBD TBD 106 2'-8" x 7c0'' D WD WD 31A1 03 31A1 D3 TBD TBD POCKET DOOR 2ND FLOOR LEVEL DOOR MATERIAL DETAILS HDWE DOOR# DOOR SIZE TYPE DOOR FRAME HEAD JAMB THRESH SET REMARKS 201 2'-§" x 6'-8" D WD WD 31A1 03 3/A1 D3 TBD TBD 2DIA 2 - 2'-0" x 6~-8" E WD WD 31AI,03 31A1,03 TBD TBD 2D2 2'-8" x 6'-8" D WD WD 3/A1.03 31A1.03 TBD TBD 1ST FLOOR LEVEL ROOM WALLS RM # NAME FLOOR BASE NORTH EAST SOUTH WEST CEILING REMARKS 2ND FLOOR LEVEL ROOM WALLS RM # NAME FLOOR BASE NORTH EAST SOUTH WEST CEILING REMARKS Basement Floor Plan INTERIOR FINISN NOTES: L RUNNING AND ETANDiNO TRJi'I, AND ARcNJTEsTURAL ~ltLL~O~;~<. TNRC~IG, NOJJT; PAINTED TELLOLU POPLAR, BiRcH OR ANT CLOSED GRAINED ItJOOD APPROPRIATE FOR PAINTED FINISH. 2. LUINDOLU$ INCLUDING 5TOOL= PAINTED NGNDURA~ MAN.ANT E, ASE CAB NET~ [U TN RECESSED VENEER pANEL5 FN r'1APLE uJJTN PAINTED FINISH. PROVIDE $O~JARE BIN PIJLL~ JN BRUSNED NICKEL FINiSN E,Y REJUVENATION AND GR.N=TCN KNOB5 JN JAN. 2004 MAZZ Al.01 -EIMpSON ~IMPSON 5 LUALL, 2'-I114~" LOWER DECK 3'-II I/2" I/2" I/2" THi<_ IUD, TRI~ EXT. GRA UPPER DECK ~ ~.~., lv.~ I~" 'l - i,,io,, ~1/2' ~ I,,2" I BENCN / / II ~W~ ]1 :>wi I - 81MPEON 5HEAR IUALL, 3 I/2" UD. CA61NG LID, TRIM IXED IUINDDIU UNIT O. TRIM, lEADER ~ x I 1/6 ElD, BACKBAND TRIM OPERABLE I!JIN DOLUfi r '3/4" X 5/4" IUD. COVE ~ L ' 07, 5/A3~1 .~/4" X 5 IA" IUD, APEI3q ?- ~JIN~)N~ ~ ~EN, TTP. AT OPE~BLE ~NIT5 I I/~" X 3 I~" ~. TRIM ~ATT. INFLATION lEAR MECH ROOM HALL 1ST FL,O, OR BGOK6[4ELF BENCH CLOSET SHELF I P~'L TTP. ENTRY VESTIBULE I ~PERABLE IUINDOIU __ IUD. SHINGLE5 ~i~ ;.+ - Head Detail ~ Section Thru Stacked Windows, TZp 3 ~Wi:ndow,T~ 4 5cale~ 3" = ~" ~" = I'-O" ~, ~IM ,, 5,,~" ~D. CA~[~ ~ -2-~ X~4 ~D. fTUD5 EN I ' I 07. '~ ,,,,g£ ABg,~ I/2" I First Floor Plan ~ ~F~.,~w~.h,,~ 5care: 1/4" = 1'-O" : TRIM, TYP, PEP, ABLE IUlNDOUJ L~IT I liB" TNK. X 4 I/2" ~D. TRIM Plan Section Thru 5~:,,~Wi~d~' Ty_h. ~ Joseph FI~h~LLT PE 5ECB Eouthold, NY IEll Tel: 651-q&5-2~54 ~,all, josephwtIechetU.corn KWE14* A1 3II I II II I ~ I KW3~20~ KW3~201 I KVVE14* KWE14* Y-O I/2" 3u Y.O I/2" Y.O ~" ~ I II I I II I[ KWO~o~ I I ~w~io2o~ II L I KVV)~SS I KW~8sl KWX14* /KWX14* 2'-b I/2" PROVIDE ALLIMINUM CLAD MAH~ANT IUlNDOI~ IUlTH LOIU E INBULATED IMPACT RESISTANT (K-FOrE)GLASS, PEI~:OI~"IASCE DMDED LITES ~D tNTERIOR ~OD 5CREEN~, HER T~E $ERIEfi A5 H~ACTURED BY ~LET 4 KOLBT MILL~ ~, INC. 2WindowTypes A2 B1 B2 C1 ~ C2 D Scale: IA" = I'~O" ~ First Floor Plan ~. 200~ MAZ7 A1.02 SHELF 4 5(; ENED .4 IMASTER '? a~,p_ROOM FIXED SCREENED \ \ [~'Jo" / / / / / / / / -I 3/4" TNK, ~g, 8TILE ~ RAiL DOOR 5'~1) I~" ii MASTER // BAT~OM 2ND FLOOR HALL F.~, = 22'-4" ~N CAE, INET LAUNDRY/ STORAGE $'-I I/2" Section Thru CLO. 3/4" TNK. PLT~D. 5U~FLOOR Threshold Dtl. 5 Threshold Dtl. Door 4 ~ \ \ Plan-Section 6 Thru E~ Door : 5 ia" [UD. TRIM, TTI , I I/~," TNK~ [~[::). TRJ~I . EX'r.O~DE PLTU~OD~ I I/$" X I I/~" U~D. ~,ACKBAND, TTP. 5/4" X 5 [/~" UJp. cASJN~, TTP. Jamb Dtl. 7 ~ Patio Door 4 GLA~ DGO~ UNIT- I Sec°n~Fl°°r Plan (~ ~ ~; 7--e'r 2'.~" - ~'-o" 4'.z" TO ~'-o" ~ VARIES, REF. 5CWED. vA~JEs, REF. 5CWED. ,1'-2 1/4" 2'-I~ 1/8," ,1'-2 1/4" , 4'-I115/16" ~'-0 3/4" ~q ~q P,~,46 !~ P146~:-)-3 I 4( !-1 I' SPh ,166 ---- 3CF/3CM I 1/4" TN~ FL~RJ~ ~ I l/4" TW~ PL~D 8PW3066 3CF/3CM 3CF/3CM PLT~OD 5U~L~R ] 51M. ~ ,ECK A B C D E Section T~ Section T~ 2 Door T~ 8 ~oor 9 eatio ~oor Second Floor Plan I. 200~ MAZZ Al.03 2ND FLOOR 2ND FLOOR IST FLOOR GARAGE I I I I I I I I I I I I _% % I I I J · 4 North Elevation ~a[e: 114" · 1'-O" 3 West Elevation I/4" 2ND FLOOR FIN GLr-.: SHINGLE& TTP, -- CAST STONE C~4IJ"INE¥ CAP CEMENT PLASTER FINICN GN BI~JCK , LII r ' , , , ~lr I i I iI ii iI ,llr! I I I B,LL ,, I . II,I I lil~l , . '1 , ~ . I, -. , ZL II/ ,~ ~ ~ BJNP~ , , ' ~ I , ' III II:l II~ , IL-' ' . I '- I ~11 I II I C ,11' F' - ~ ~ 'T I,' I I IIIII II II Jl I 112 ~8o, XI ,,I, I,Iml1,11,%;, ?,1 ,h ,mi,lin ,1~,11~,,11,11,1,1,11 ,,111,,~ ,I,~1 ~ ,, mlml~l;ml,I ~ : II II II /~ Iiiiii mmI 'lml /~Nlll~jml u'm ,,'m', ,','_~ ,'=,,,,', ,/iL, ',," "'"""'""" - ~ I ' ~ i ' ~ ' ' ,j ~ I , ~ =I ' ~ ~ ' '~=11 '! ~ ' ~ m illm ' - ' ' I1~II I" ~ '1 I , ' I I IIII1~ i iiiii I ,1~ I , I ~11 , I I, I;I I ,, ,,, ,, ', , ,, , ,, ', ~ I I J lin ~11 II I i111 II III, I1,,~ ,I I1' II, II1~, ~'1'~, ~1~ , ,1111 IIIlllll'l, , Exterior Elevations JAN. 200[, MAZZ ~EL. , ,O-O -- 2 South lElevation 1 East Elevation 5caje: I/4" A2.01 2ND FLOOR 2NDFLOOR IST FLOOR OARAGE J DATUM LINE 2ND FLOOR ~FIN CLO,, ~1'.2" 2NDFLOOR IST FLOOR ~FF. = lY-O 3/4" GARAOE / ~FIN. CLO.; ~ ~'.0" ~EL, ,0-0 I I r 1 r 3 North South Section I 2 East West Section Through Kitchen ~caje, I/$": 1'-O" 2ND FLOOR ) FIN. ~LO.: 31',2" 2ND FLOOR IST FLOOR 1ST FLOOR } FrN. ;L. 13 -0 3/4 OARA.GE __ FIN. CLO. , 12 -O GARAGE TDA , 5'-O" (~ Wall S,,ection Sca[,... 314" · I-O" R-~BC BATT JNSULAT]Oq -- I& OZ COPPER ,SliT, MTL. FLASHINO R-I'$ OATT INSULATION 5/5" COP-~-TEX TERi'IITE SHIELD E~ELOUJ, IDED IN BARS JN TOP t?." FOYNDATJON U~LL, TTP, DAHPRODF FDN. I~ALL BELOIIJ GRADE Building Sections & Wall Section ,JOINT r~AINT~IN FOOTINr- 3 -~' BELOIIJ EXTERIOR GRADE, TYP. [. 200[ MAZZ A3.01 2ND FLOOR 2ND FLOOR DATUM LINE 2ND FLOOR FIN. CLO. = 22'-0 3/4" 1 ST FLOOR DATUM LINE EL.: , 0'-0" I I I I 2 ~.~.. =W,.5.st Sect, on Through Living Room i" .' Building Sections JAN. 200~ East - West Section Through Office & Bedroom 1 MAZZ A3.02 Basement RCP I I I I NOTES: I, pROVIDE NAEDtUIRED 5l'lOf(E DETECTOR5 A5 REQUIRED E~T CODE JN SLEEPING r~15 AND iN ANT SPACE WlT~ FURR DOF~N5 OR Or~STt~JCTION5 THAT COULD pOTENTIALLT TRAp ,~HGKE. LEGEND: ~ECE$SED DO~NLI~HT CEILJt~ HO~TED LIGHT FIXTURE O~D F~LT CI~U~T INTER~ Basement RCP JAN. 2002 MAZZ El.01 BATE[ ROOM DINING ROOM \ \ pOWDER RM \ \ OFFICE \ \ \ ! MECR ROOM \ / / / / I ]02 I I '" \ / \ / \ \ ENTRY \ IJ I First Floor RCP NOTES: L PROVIDE HARDuJiRED SI'IOKE DETECTOR~ AS REQUIRED OY CODE iN SLEEPING ROOP15 AND IN ANT SPACE ~ITH FURR DO,N5 OR OBSTEUCTiONS THAT COJLD POTENTIALLT TRAp 5'tOKE. 2. ~L~dED~}RE DISHLUASHER_ 3. C(YNTRACTOR TO COOF~INATE TELEPHONE/DATA LOCATIONS UJffH OUNER. 4. CONTRACTOR TO COORDINATE DIr'IABLE LIGHT FIXTURES tUITH ~]JNER. E. CONTRACTOR TO PROVIDE AND CO01~D[NATE EXTERIOR RECEPTACLE LOCATION5 MTH LEGEND: CEILING HOJNTED LIGHT FIXTURE UJALL DUPLEX RECEPTACLE First Floor RCP JAN. 200[ MAZZ El.02 J 1Sec~ ?l°°r RCP ~) LAUNDRY/ STORAGE CLO. NOTES: ~ LEGEND: CEILING HOtNTED LIGHT FIX~RE CALL SCONCE DUPLEX RECEPTACLE SPLIT UJIRE RECEPTACLE Second Floor RCP JAN. 200~ MAZZ El.03 FINISHED ...... TTP. UP 8DEWALK 1'-1 12'-3 la" &'-3 ~" ~'ETAININ~ ,[ · · l ST FLOOR ~ PIN. FL. 13 -0 3/4" CONC. FDgNDATrON UJALL Det. ~e Flood Vents 314" · 1'-0' m 4" DIA. METAL LALLY I / PIERON3X3 xl DEEP ~%_, I , ~ I~1 , , ~ [ I/4" I I I _ Foundation Plan ~) o., '~w scale-- I/4" · I'-~" 3 I~ -- ~r.~. -- · .4" END Df= PiPE TO BE AT ~ OR ESELCKIJ [DDTTOM Foundation Plan & Site Details L 200~ MAZZ SI.OI __~ LINE '1'-II B/S" LEDGER I Iff" MICROLAi"I I i 2"× I~" · I~" O£~ TTP. I / I/2" MICROL~M 2"X I~" ~ 12" OJS, ! / TIMBER EETAININO UJALL ~:,,-~First _F;,19or Framing Plan (~ -- CDNCRETE STEP5 1 st Floor Framing Plan JAN. 200~- MAZZ. S1.02 J iii 12" - [. II 2/A2.~DI I 2nd Floor Framin~ Plan 1 ~a~..c,,,°,,~?l°°r Framin~g Plan (~) JAN. 200[ MAZZ S1.03 (2; S I~" MI~ROLA'9~ Attic Framing Plan Attic Framing Plan JAN. 2008 MAZZ S1.04 I I 4~'-E 1,2" 2'-4 I/2" --4"X4"LUD. fOOST5 TO HEADER BELO~ :i 45'-5 I/2" Roof Framing Plan 1 Roof Floor Fra~ Plan 5¢aJe: 114" , 1'-0" [. 200~ MAZ2' S1.05 USE THE FOLLOWING APPROVED USP METAL SIDEWALL -- ENDWALL APPLICATION CONNECT TO 1 SIDE OF ALL CORNERS TO FOUNDATION W/ANCHOR BOLTS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT KING STUDS CRIPPLE STUD HEADER JACKSTUDS LEDGER RAFTER LOAD CAPACITY. WALLSTUD BOTTOM PLATE -- BATHTUB DOUBLEJOIST :LOOR USP NUMBER DESCRIPTION 1 ST ADS5 HOLD DOWN HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH BOT. PLATE OF 2ND FLOOR AND TOP PLATES OF 1ST FLOOR. CONNECTTHROUGH FHE FLOORS TO EACH OTHER W/THREADED ROD. LOCATION USP NUMBER ALL OPENINGS LSTA12 ALLOPENINGS RT3 ORRT7 DESCRIPTION 1-114"x12" 20ga. STRAP TYDOWN ANCHOR APPLICATION APPLY TO EACH JACK STUD APPLY TO EACH CRIPPLE STUD WALLSTUD METAL STRAP RIM BOARD SILL PLATE(S) FOUNDATION STAPPING TO BE A~FACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH JSP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" O.C. 8" - 14" LSTA30 1-1/41'x30'' 18ga. STRAP AND JACK STUDS ON ALL OPENINGS 14" - 16" LSTA36 2ND FLOOR WALL 1ST FLOOR WALL 1-1/4"x36" 18ga. STRAP INSTALL 4'0" C.C. AND JACK STUDS ON ALL OPENINGS STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS :LOOR JOIST DEPTH USPNUMBER DESCRIPTION -1/4"x36" 18ga. STRAP APPLICATION INSTALL 410' C.C. AND JACK STUDS ON ALL OPENINGS 4" - 8" LSTA36 INSTALL 4'0" O C. 8" - 1§" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS )N ALL OPENINGS TYP. CONC. FOUNDATION DAMPPROOFF~XTERIOR 6MILPOLY ON EXTERIOR [ KEYWAY FOOTING DRAIN TILE -- GRADE 12" CONC. SLAB 6 MIL, POLY GRANULAR FILL I TYPICAL CONC FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONC SLAB 6X6 10/10 WWM COMPACT FILL 4G BAR TYPICAL CONCl MONOLITHIC FOUNDATION REINFORCE WITH (2) #4 REINFORCING BARS CRICKET AT TOP-SIDE OF STEEL COLUMN CONC. SLAB COMPACT Fill CONC FTC. WALL SHEATHING SIDEWALL FLASHING FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING AT WALL - MAINTAIN GAP BETWEEN WALL FINISH AND ROOFING TO AVOID SOAKING PROVIDE HEMMED EDGE AT FLASHING TO FORM CHANNEL AND SO AB TO MAINTAIN AIR GAP TO PREVENT CAPILLARY ACTION KEEP ROOFING NAILS OUT OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT SIDES 4 INCHES AND LAPS SHINGLES AT BASE MIN. 4 INCHES SiDE WETAL FLASHING AT ALL EAVES, SIDEWALLS, AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION WALL FLASHINC MIN. 3 STEEL COLUMN ANCHORED TO 24 x24 x12 CONC. FTG. P.T. PLATE THICKEN SLA~S BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) ~ REINFORCING BARS. 6X6 W.W M. I LOCATION iusPNUMBER DESCRIPTION APPLICATION EACH RAFTER 21-1/8"x20ga. TYDOWN ANCHOR CONNECT TO 4" - 6" RAFTER RTl 0 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER 8" - 12" RAFTER RT20 CONNECT TO RAFTER TOP PLATE WALL BTU D ILOCATION IUSPNUMBERt DESCRIPTION I cAo~2Co~T'~Oo~H pLATE/WALLI SPTH4 ISTUD PLATE ANCHOR IplA~CEC~o~%~%"-rUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET RAFTER SIZE 2x6-2x8 2X10 DESCR/PTION 18ga SLOPE HANGER 18ga. SLOPE HANGER USPNUMBER LS26 L8210 APPLICATION =PLYTO EACHRAFTER/LEDGER ~PLYTOEACHRAFTER/LEDGER oTVHE NRTO~ ~ ~H[~Oc TOEFBE X/~H BAUST CATE D BY,~)t.f~RALA. f~;%; H AN N EL AS REQUIRED RAFTERS MAINTAIN VENTILATION BATH / SPA TUBS TO RAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS. PROVIDE BLOCKING @24"OC PROVIDE BLOCKING BEYWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS WOOD JOIST ATTIC SHALL BE PROVIDED WITH A MINIMUM NET FREE VENTILATING AREA NOT LESS THAN 11150 OF THE AREA OF THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION- RESISTANT METAL MESH WITH MESH OPENINGS OF 1/4 INCH IN DIMENSION, NEOPRENE GASKET ROOFJACK -CONTIN. SOFFIT/EXT. pLYWOOD SOFFITED EAVE BLOCKING WOODGIRDER WOOD JOIST GIRDER/HEADER WOOD JOIST ANCHOR BOLT CONNECTION FOUNDATION 5/6" DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING 1 STORY 72" CC USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) SILL PLATE TO FOUNDATION INDATION) SILL PLATE TO FOUNDATION R FOUNDATION) [TO FOUNDATION 2STORIES STORIES 36" DC 57" CC NOTCH BEAM FOR MUDSILL IF REQUIRED - MAXIMUM NOTCH EQUALS 1/4 DEPTH OF BEAM SHEET METAL / 30# FELT UNDER BEAM AT POINT OF CONTACT WiTH CONCRETE OR CONC. BLOCK SHIMS TO LEVEL BEAM 3" MINIMUM BEARING SURFACE FOR WOOD BEAM BEAM POCKET ROOF VENTILATION / SOFFITED EAVE DETAIL RIDGE CAP OF SAME MATERIAL AS ROOFING NAILED TO SHEATHING THROUGH VENT PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE OVER RIDGE TO AIR PASSAGE CONFORM TO SLOPE OF ROOF ROOF JACKS & VENTS DETAIL GARAGE BOOR ---DOOR FRAME USE 2X0 FOR BLOCKOUT SLOPE 4"DRIVEWAY > DOOR BLOCKOUT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE. SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS SUBFLOOR 2Wx~ ,E~;O~;;INUOUS WOOD PLATE BOLTED TO STEEL BEAM WITH 1/2" BIA. BOLTS @ 48" c.c. STAG. STEEL BEAM TOP AND BOTTOM PLATE WITH 1/2" x 6" ANCHOR BOLT SUBFLOOR JOIST STEEL BEAM SUBFLOOR JOIST STEEL BEAM PLATE (BOLTED TO BEAM) 4" SLAB W/6X6 WMM ROOFING LAPS FLASHING AT SIDES AND TOP :LASHING LAPS ROOFING AT BOTTOM GARAGE 3"STEELCOLUMN (10 KIPS) TYPICAL BEAM DETAIL STEEL / BOTTOM BEARING ]F° NOTCH JOIST AND ADJUST HEIGHT 0NITH A NAILING PLATE IF NEEDED} TO BE APROX 1/2" OR HIGHER THAN STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) Building Details JAN. 200[ MAZZ S2.01 WIND LOAD ........................ PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW k/~ANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ~ POST/COLUMN -~ 12,x12,,x12, _ ~ I I CONCRETE FOOTING _ DECK POST FTC. CONNECTION DECK/PORCH RAILING .OCATION USPNUMBER DESCRIPTION APPLICATION '~'~ POST-TO-GIRDER/HEADER CONNECTION 4X4POST PAU44ORWE44 POST/BEAM ANCHOR ~PPLYTOEACHFOOTING STAIR RAIUNG 6X6 POST PAU6B OR WE6B POST/BEAM ANCHOR ~PPLY TO EACH FOOTING USE MtN. (2) 1/2" DIA. GALV. BOLTS WiTH WASHERS AND NUTS MINIMUM HANDRAILS ~ GIRDER POST ~ GIRDER/HEADER POST/COLUMN . BALUSTERS RIM/DECK JOIST- ~) o _~) CONCRETE PIER ~ ~ , OPE EALUSTER .ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS, HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IR USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS ~ J (2) BEAMS PAD44 OR WE44 POST / BEAM ANCHOR kPPLY TO EACH PIER CROSS SECTIONAL DIMENSION. OR THE SHAPE SHALL PROVIDEAN EQUIVALENTGRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3) BEAMS PAD66 ORWE66 POST/BEAM ANCHOR ~,PPLYTO EACH PIER / FLASHING TUCKED UNDER ,/// / TOP PIECE OF SIDING AND / LAPPED OVER FIRST CONTIN.. PIECE OF SIDING BELOW UNDISTURBED SOIL GIRDER/HEADER 0 II~ / / 2-112" DIA. LAGSOLTSWIWAISHERS LAY PLASTIC BASE DIRECTLY ON TED TO BLDG. @32" CC ~ UNDISTURBED SOIL (ORGANICS REMOVED) ~ FIT CONSTRUCTION TUBE AND PLUMB STAIR TREAD POST/COLUMN ~) ---- BRACE TUBE RIM BOARD ---'"f.' FLOOR - ~/ TS I'~ ~1'1 ~111 ~ ,~1~ I1~ ~11 STRINGER BLOCKING FOR / ~ ~JOISTHANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS ,~, . LOCATION USPNUMBER DESCRIPTION APPLICATION RIMJOIST/BDi/~':~~'- ~ DISTURBED / POOR SOIL ~x4 SOLID COLUMN PBS44 / PBSE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN STRINGER TODECK/PORCH CONNECTIONI ~xB SOLID COLUMN PBS6BIPBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN / GRAVELLAY 4'6" LAYER OF CRUSHED STONE OR HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL -- LEVEL BASE ,,~,~/'~'1'~'~ ~ BRACE TUBE ~LL AS PER MANUFACTURES' INSTRUCTIONS WOOD JOIST - JOIST ~, ~ BLOCKING ~ CONC. PIER FOOTING BIGFOOT SYSTEMS FOOTING FORM GIRDER/HEADER- !~~! ,N ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS WOOD JOIST - GIRDER/HEADER WOOD GIRDER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE, THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN, ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND THE PROPER STEEL CONNECTOR. USE WITH RTl0 TYDOWN ANCHORS IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADER:S LOCATION USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/READER RTl0 TYDOWN ANCHOR CONNECT TO EACH JOIST DECK & PORCH NOTES: 1 Unless otherwise noted, afl framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be ga v n zed or s ainless steel. 2, Girders for deck joists to be bolted or anchored to each post or pier with washers and ~uts, Girders on concPete piers shall be anchored wdh proper see connectors anchored into concrete w~th a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3), Posts supporting girders shall be anchored to a 12"xl 2"x12" thick concrete footing. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 4 It, below grade. . Deck joists to have blocking at 8'0 . A minimum of 10 inch flashing shall be installed between the building and ledger. ~dger to be fastened to building with 1/2" dia. bolts with washers and nuts 6}. Concrete piers shall be a minimum 6" above gradle. 7). All joists to be supported with hangers and ancho~rs, Each Joist shall also be anchored to girder{s). 8) Use simpson hangers and anchors wiLh Z-MAX Iflipple protective coating or equal for any contact with ACQ, CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROSTMODERATE WINTER ICEBHIELD FLOOD LOAD (MPH) CATEGORY WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT SNOW SPEED DESIGN SEVERE 3 FT. TO HEAVY 11 NONE - HAZARDS DEPTH TEMP. REQUIRED 45LBS. 20 B MODERATE SLIGHTTO NAILING SCHEDULE NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL EACH TOE BLOCKING TO: 3-16d COMMON BLOCK NAIL SILL OR TOP PLATE LEDGER STRIP EACH FACE TO BEAM 3 - 16d COMMON JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST )- 16d COMMON I PER END TO JOIST JOIST NAil PER BAND JOISTTO: Z- 16d COMMON FOOT TOE NAIL SILL OR TOP PLATE Deck Details JAN. 2008 MAZZ S2.02