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Home My WebLink About36164-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 2/4/2013 CERTIFICATE OF OCCUPANCY No: 36054 THIS CERTIFIES that the building Location of Property: Date: SINGLE FAMILY DWELLING 11/26/2012 5503 MAIN BAYVIEW RD SOUTHOLD, SCTM #: 473889 Sec/Block/Lot: 78.-7-5.6 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 1/21/2011 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 which this certificate is issued is: one family dwelling with covered fi'ont entry, rear deck and second floor balcony as applied for. Corrected 2/4/2013 for house number only. Lot No. filed in this officed dated 36164 dated 2/3/2011 The certificate is issued to JP MODULAR HOMES INC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 10/3/12 RI0-07-0114 925/12 36164 7/24/12 M~sta Plumbing & Heating LLC ~Ad'~Si~at~e Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 11/26/2012 CERTIFICATE OF OCCUPANCY No: 36054 Date: 11/26/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: SINGLE FAMILY DWELLING 5805 MAIN BAYVIEW RD SOUTHOLD, Sec/Block/Lot: 78.-7-5.6 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/21/2011 pursuant to which Building Permit No. 36164 dated 2/3/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered front entry, rear deck and second floor balcony as applied for. The certificate is issued to JP MODULAR HOMES INC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 10/3/I 2 RI0-07-0114 925/12 7/24/12 Mest~l~lmbin~ Heating~LLC 36164 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. 36164 Z Date FEBRUARY 3, 2011 Permission is hereby granted to: J~ ~[ 0~OC MARK BAXTER 5805 MAIN BAYVIEW ROAD SOUTHOLD,NY 11971 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING PER TRUSTEES & DEC AS APPLIED FOR; FLOOD PMT. INCLUDED at premises located at 5805 County Tax Map No. 473889 Section 078 pursuant to application dated JANUARY Building Inspector to expire on AUGUST Fee $ 1,648.00 MAIN BAYVIEW RD SOUTHOLD Block 0007 Lot No. 005.006 21, 2011 and approved by the 3, 2012. Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 ~OWN O~ 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: For new building or new use: 1. Final sorvoy of property with acenrate location of all buildings, property lines, streets, and unusual nature} or topographic features. 2. Final Approval from Health D~pt. of water supply and s~werage.-disposal (S-9 form~. 3. Approval of electrical ir~tallation f~om Board 6fFire Underwriters. 4. Sworn statement from plum .bet certifying that the solder used in system contains le~s than 2/10 of: 1% lead.. 5. Commercial building, industrial building, multiple rezideneas and similar buildings and installations, a certificate of Code Complia~ea'from architect or engineer responsible for the building, .6. Submit Planning Board Approval of completed site plan requirements. B, For existing buildings (prior to April 9, 1957) aon-eonforming uSeS, or buildings and "pre-existing" land uses'~ 1. Accurate surwy of property showing ali property linez, streets, building and unusual naturai or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50:00, Swimmir~g pool $50.00, A6cessory building $50.00, Additions to accessory building $50~00, Businesses $50.00, 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. cOPy of Certificate of Occupancy - $:25 4. Updated Certi~cat~ of Occupancy- $50.00 Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: House No. - Owner or Owners of Property: · Suffolk C~unty Tax Map No 1000, Section Subdivision Planning Board Approval: Fee tted: $ Date. Old or P~e-existing Building: (check one) Street 7 7 Filed Map. Date of Permit. Applicant: Underwriters Approval: Hamlet Final Certificate: J (ch~ck one) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ro.qor, richert~town $outhold.n¥.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Baxter Address: 5805 Main Bayview Rd City: Southold St: NY Zip: 11971 Building Permit #: 36164 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE C, ontractor: DBA: Phoenix Electrical Cont. License No: 40732-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Corn merical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures ~] HID Fixtures Wall Fixtures ~.~ Smoke Detectors Recessed Fixtures ~ CO Detectors Fluorescent Fixture ~.~ Pumps Emergency FixturesJ~ Time Clocks Exit Fixtures L.J TVSS 200a underground service, 8-ARC fault circuit breakers, 3-paddle fans. 2-exhaust Notes: Inspector Signature: Date: July 24 2012 81-Cert Electrical Compliance Form.xls BLDG DE~i. TOU~'I OF SOIIIHO!D CERTIFICATION Date: I O- "$ - I -t Building Permit No. '~ (.a I (a q Owner: Te (Please print) Plumber: M~ Pl~,Joi~.~ + ~,~ (Please print) L~.( . I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this (Plumbers Signature) day of 0C_~ ~Zzt;'., 20 I 9/ ~ I~ Sa1~ co~y May 19, Notary Public, ~_U C+{[(_. County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F~~OUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELF. ~ICAL (FINAL) REMARKS: ~ DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~FOUNDATION 1ST FOUNDATION 2ND FIMMING / STIMPPlNG [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRE SAr,- m T' INSPECTION [ ]m~mlm~m'~ [ ]m~mlm~tlt~Tm~m~Tm~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ ~] FOUNDATION 1ST [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PF. NE'/RATION [ ] FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FI~m RmST~ ~~ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ ~- DATE INSPECTOR I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST /~FOUNDATION 2ND ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELE(;:.ICAL(FINAL) REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F/O/UNDATION 2ND [ ] INSULATION / [//] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAHT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND [/~~ STRAPPING [~J~ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL~FI .I~AI.) R~MARKS: D~TE ~ -* ~ - / ~- INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] fiRE RESISTANT PENETRATION [ ] FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] fiRE R~SlST, A.T co.s'muc'noN [ [ ] ELECTRI.CA~__.ROU~GH). [ ] ELECTRICAL (FINAL) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI I FOUNDATION 1ST [ ]R~WGH PLBG. FOUNDATION 2ND [~]~ INSULATION FRAMING/STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RRE RESISTANT CONSTRUC'nON [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROU~G~, ~[ ] ELECTRICAl. (FINAL) REMARKS: .~~~ ~'~ ~-- DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION []FOUNDATION 1ST []FOUNDATION 2ND []FRAMING / STRAPPING []FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY IN,~C'rlON [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETIMTION [ ] ELECTRICAL (ROUGH) ~-]-ELECTRICAL (FINAL) REMARKS: DATE ~/~//~ ~/ / INSPECTOR<~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS/U&;ATION [ ] FRAMING/STRAPPING [F/J' FINAL []FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION []RRE RESISTANT CONSTRUCTION [ ] RItE RESISTANT PENETRATION []ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ~INSPECTOR ~ %este eld ssoclates Inc. Contractors & Engineers Since 1968 P.O. Box 1229 · Westhampton Beach, NY 11978 phone: 631-288-5100 · fax: 631-288-5161 E-mail: InfoOca-lnc. net www.ca-inc.net 3une 29, 2011 To Whom It May Concern: Re: 5805 Main Bayview Avenue Southold, NY This is to certify the following: All grade beam piles were driven to a minimum load bearing of 10 tons per pile. All pier piles were driven to a minimum load bearing of 15 tons per pile All piles were driven to a minimum tip elevation of -10.0 MSL. Very truly yours, eral Manager Sworn to before me this 29th~ay of 3une, 2011. t~o'tary-Pu61ic ' ( New England Division: 123 West Shore Road · Westport Island, Maine 04578 · phone: 207-882-5400 · fax: 207-882-9308 Suffolk Count~ Depa~l~em of Health ~ervices Offiee of Wast~w~er Management 360 Yapb~nk AVenue, Suite 2C Yaphanl~ NC~ York 11980 (63~) SS2-STO0 .~..RTll~ICATION OF CONSTRUCTED WORKS BY DESIGN PROFESSION~ 'sc. biS BEING CERTIFIED (Check all that apply) [ l [ ] [ l [ ] A h [ ] B~(~) Sewer Lines and Sewage Colle~ion System COmponents Retaining Walls (approved as part ofthe sewage disposal system) Sewage Pump Station / Valve Chamber Subsurface Sewage Disposal System Sewage Trea~nant Plant Water Supply System Abaudonment of Preexisting Sewage Disposal !Sys~m and/or Warn' Supply Other fl~e Licensed Professional Engineer or Architect I, Or qualified personnel under my direct supervisi, ,e inspec~d ~be work specified above in accordanee with ~be New York S__~. · Education Law, eck o~e) I he~r~by ~ ~hat nil matexial and work c~ with guidelines issued ptma,nn~ 'tO ~te Suffolk C reports required by the Oepa~ent.) Li ~se N,md'~': T $ ~rflflenflon shall not be nsed Jn Hen of in~ W ~M-073 (08/05) OhS required by peFsonnd of the Delm~nes ,rms to approved plans and permit conditions td )~mty Sanitary Code. (Atmch~yinspec~ionor~ st TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 119.71 ,TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net ,Approved ,20 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board alfprovaI Sur?ey_ Check ~ ~Septic Form J~.N.Y.S:D.E.C. 1:~, Tmstees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: "'? [°-~ ~ ~ 2" ':g'- 0 :~ .~'~ Expiration ~: --~ ,20 /~'~'- ~ ~* f.~ ~, ~ ~-~ ~o /~ O C ~ ~ J J J INSTRUCTIONS -- ia. This a~letely filled in by t~ewriter or in ink and submitted to the Building hspector with 4 sets o ~te plot plan to ~le. Fee according to schedule. b. Plot plan showing locmion of lot ~d of buildings on premises, relationship to adjoining premises or public streets or areas, and wate~ays. c. ~e work covered by this application may not be commenced before issu~ce of Buil~ng Pemit. d. Upon approval oft~s application, ~e Building hspector will issue a Building Pemit to the applicant. Such a pe~it shall be kept on ~e premises available for inspection ~oughout the work. e. No buil~ng shall be occupied or used in whole or in pa~ for any pu¢ose what so ever umil the Building Inspector issues a Ce~ificate of Occup~cy. .. f. Eve~ Su~ng~pemit s~Jl~o~i[e.ff ~o[k authorized has not commenced within 12 months a~er the date of issuance or has not been completed within 18 months from such date. lfno zoning amendments or other re~Iations affecting the prope~y have been enacted in ~e ~tefim, the Building ~spector may authorize, in whting, the extension of the pemit for an addition six months. Therea~er, a new pemit shall be requked. ~PLICATION IS HE,BY M~E to the Building Depmment for the issu~ce of a Bulling Pemit pursuit to the Buil~ng ~ne Or~n~ce of the Town of Sou~old, Suffolk Co~ty, New York, and o~er applicable Laws, Ordin~ces or Re~lations, for the construction of buildings, ad~tions, or alterations or for rmoval or demolition as herein described. The applic~t a~es to comply with ~1 applicable laws, ordin~ces, b~l~g code:housing code, ~d m~lations, ~d to a~it authorized inspecto~ on promises and in building for necess~ inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer~ general contractor, electrician, plumber or builder Nameofownerofpremises Mifig-K t~AXFF_g CO/,;TRACT ALF TO (As on the tax roll or latest deedY~ I£ applicant [sa corporatiml, signature of duly authorized officer(N/i~ne~/PJ~/t. and title/~/~of c~oratef~"rtd Aofficer), ~P'~'~'J,~, ~t~_ Builders License No. ~-~ ~ 7,4- ~) - Plumbers License No. aJ-2J.,x~ ~ ~ JM Electricians License No. ~) ~ ,iff 7 c[ ~ /c.I Iff Other Trade's License No. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section Subdivision Hamlet Block 07 ~t Filed Map No. State existing ~e and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy '/ , b. Intendeduseandoccupancy dAl'~ /~.AA.t !l. x4 ~ l~f~Dr~OCJIt~ kO005E Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost ¢~.~- O! O O 6P Fee If dwelling, number of dwelling units If garage, number of cars D Addition Alteration Other Work 7. Dimensions of'existing structures, if any: Front Height Number of Stories (Description) (To be paid on filing this application) Number of dwelling units on each floor InF(. 4. Z~o ~ If business, commercial or mixed occupancy, specify nature and extent of each type of use. Rear .Depth Dimensions of same structure with alterations or additions: Front Depth Height. 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size of lot: Front /'L ~ / Rear Number of Stories Rear ~2- / Depth Rear Depth' 4"-~ / /¢7. /5-/ 10. Date of Purchase F/tz51' ~IEEP'/v/fir'I Name of Former Owner 11. Zone or use distr/ct in which premises are situated I~A/~ 12. Does proposed construction violate ~y zoning !aw, ordin~ce'or regulation? YES NO 13. Will lot be re-~aded? YES ~ NO Will 9xcess fill be.r~oved ~om premises? YES 14. N~esofOwnerofpremisesH~ ~T~ Address ~AINSA~WE~honeNo. NameofArchitect ~t~M ~vF~A ' Ad&ess~0 Nme of Con,actor ~N ~1 ]~ 6~ Address PO~ 15 a. Is ~is prepay wi~in 100 feet o¢:~idal wetl~d or a ~eshwater wetl~d? *YES ~NO * IF YES, SOUTHOLD TO~ TRUSTEE~ & D.E.C. PE~ITS MAY BE REQUI~D. b. Is ~is prope~y wi~in 300 feet 6f a tidal wetl~d? * YES * IF YES, D.E,C. PE~ITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES u NO__ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: cOUNTY OF ) ~JO ~ ~ FIF I ~ ~ V~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi.q~' , /Z/~ day of~ 20/(',~ Noilry PuMl~ IIiM M New York No. 01HMell011 ., . / ^ _ /' Signature ~ f'A¢cant % BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7096 DATE: May 20, 2009 ISSUED TO: MARK BAXTER PROPERTY ADDRESS: 5805 MAIN BAY¥IEW RD.~ SOUTHOLD SCTM#78-7-5.6 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trastees adopted at the meeting held on May 20. 2009 in consideration of application fee in the sum of $250.00 oaid by Mark Baxter and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits following: Wetland Permit to construct a single-family dwelling with garage, sanitaE and driveway, with the condition gutters and dryweils are installed to contain the roof run-off in accordance with Chapter 236-Stormwater Management of the Town Code, a line of staked hay bales and silt fencing is installed along the limit of clearing, g ground disturbance area prior to all construction activities, and as depicted on prepared by Howard W. Young, last dated April 24, 2009. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affLxed, and these presents to be subscribed by a majority of the said Board as of this date. Peggy Oicker~ -- NAY James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF $OUTHOLD CERTIFICATE OF COMPLIANCE # 0808C Date: October 1,2012 THIS CERTIFIES that the construction of a single-family dwelling, associated water supply and sewage disposal facilities, driveway, deck, gutters to leaders to drywells on the dwelling. At 5808 Bayview Road, Southold, New York Suffolk County Tax Map # 78-7-5.6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 8, 2011 pursuant to which Trustees Wetland Permit #7662 Dated October 19, 2011 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, associated water supply and sewage disposal facilities, driveway, deck, gutters to leaders to drywells on the dwelling. The certificate is issued to JOHN PRIZEMAN owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT Of ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER I 1-4738-03768/00001 FACILITY/PROGRAM NUMBER(S) PERM IT Under the Environmental Conservation Law EFFECTIVE DATE November 10, 2008 EXPIRATION DATE(S) November 9, 2013 TYPE OF PERMIT · New [] Renewal [] Modification [] Permit to Construct [3 Permit to Operate · Article 15, Title 5: Protection of Waters [] Article 15, Title 15: Water Supply [] Article 15, Title 15: Water Transpor[ [] Article 151 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 E] Article 24: Freshwater Wetlands · Article 25: Tidal Wetlands E] Article 27, Title 7; 6NYCRR 360: Solid Waste Mana~lement [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [] Article 34: Coastal Erosion Management [] Article 36: Floodplain Management [] Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO Mark Baxter TELEPHONE NUMBER (516) 993-7337 ADDRESS Of PERMITTEE 5805 Main Ba),view Road, Southold, NY 11971 CONTACT PERSON FOR PERMI'~'ED WORK Tom Wolpert, Youn[l & Young, 400 Ostrander Avenue, Riverhead, NY 11901 NAME AND ADDRESS OF PROJECT/FACILITY ITELEPHONE NUMBER 1631) 727-2303 Main Ba~/view Road SCTM # 1000-78-7-5.6 COUNTY Suffolk TOWN I WATERCOURSE SouthoId Goose Creek DESCRIPTION OF AUTHORIZED ACTIVITY: NYTM COORDINATES Construct new single family dwelling with septic system, driveway, pool, deck, foot path and 4' x 82' open grate walkway to Goose Creek. All work must be in accordance with plans prepared by Howard W. Young, last revised October 6, 2008 (sheets 1-4) and stamped NYSDEC approved on November 10, 2008. (Note: the scale 1"= 50' is not corrected on page 1 of 4). 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 Conditions included as part of this permit. PERMIT ADMINISTRATOR: Susan V. A~,kerman AUTHORI~NAT~~ ADDRESS Region 1 Headquarters, SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 DATE Page 1 of 4 November 10, 2008 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix trucks, mixers, or other devices enter tidal wetlands and/or protected buffer areas. 2. Any debris or excess material from construction of this project shall be completely removed from the adjacent area and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands or protected buffer areas. 3. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 4. All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 5. The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 6. All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales / silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 7. Cover material used for the footpath is limited to natural wood/bark chips, stone, gravel or sand. 8. The use of wood treated with pentachlorophenol or other wood treatment not specifically approved bythe Department for use in wetlands and/or marine waters, is strictly prohibited in the construction of structures that will be in contact with tidal waters. 9. This permit does not authorize the installation of floats. 10. The authorized structure is provided for access to the waterway and is not intended for the mooring or launching of vessels. Prop dredging, resulting from motorized vessels intentionally powering in shallow waters, is a regulated activity and is not authorized by this permit. 11. To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 12. A row of staked haybales or other approved erosion control devices shall be placed as per the NYSDEC approved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 13. Roof runoff shall be directed into dry wells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 14. Dry wells for pool filter backwash shall be located a minimum of 75 linear feet landward of the tidal wetland boundary. 15. There shall be no draining of swimming pool water directly or indirectly in tidal wetlands or protected buffer areas. 16. Driveways and parking areas shall be constructed of NYSDEC approved pervious materials. 17. Roads, driveways and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 18. Sanitary systems (bottom of the tank and leaching pools) shall be located a minimum of 2' above seasonal high groundwater. 19. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of, and understand all terms and conditions of, this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. DEC PERMIT NUMBER 1-2820-05692/00001 I PAGE 2 of 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 ( TIDAL WETLANDS) If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage, Al! necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across the bed of a waterway or floodplain or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. There shall be no unreasonable interference with navigation by the work herein authorized. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302, 303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217) provided that all of the conditions listed herein are met. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. At1 activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by: Howard W. Young (sheets 1-4 ) last revised 10/0/20081 DEC PERMIT NUMBER PAGE 3 of 4 1-4738-03768/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractom to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDE$), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the dght to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER 1-4738-03768/00001 IPAGE 4 OF 4 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M. #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ~/'~ C~7C~ ~7 ~ ~ STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCrI'ION l'j.l~ # / WORK ASSESSMENT I Yes No a. What is the Total Area of the Project Parcels?/(j ) e ~' 0 5'a, F1 I wi, this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within the Scope of Work for Proposed Construction) ~--, .'~/'~' ,q'- (~.~ .,e~ Generated by a Two (2") Inch Rainfall on Site? ~' b. What is the Total Area of Land Cleadng (s F I Acres) (This item will loclude all run-oft created by site cleadng and/or construction activities as well as all and/or Ground Disturbanca for the proposed z... l c.) ~34:~/_~.~ Site Improvements and the permanent creation of construction activity? I impervious surfaces.) (S.F./Ac~es) 2 DrainageD°esthe Site Plan and/or Survey Show All Proposedstructures Indicating Size & Location? This PROVIDE BRIEF PROJECT DF.,SCRIPTION (pr~,~ Addllton8l Pages es Needed) ~ '~.)~ C/~./~/~//~ ~//~ ~ Itam shall include all Proposed Grade Changes and -- ~ ~ ~ /L ~(/,/.4 SlopaS Controlling Surface Watar Flow. /T.,~'/~(o-,~ . ~ ff -/ 3Does the Site Plan and/or Suprey descrtbe the erosion ~ U and sediment control practices that will be used to " consol site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the NaturalI,,/I Existing Grade Involving more than 200 Cubic Yards~ __ or Matedal within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.) Square Feet of Ground Surface? -- 6 Is there a Natural Water Course Running through the D Z Site? Is this Pioject within the Tmstaes jurisdiction General DEC SWPPP Requirementa: or within One Hundred (100') feet of a Wetland or Submission of a SWPPP Is required for all Cons/mc/ton activities involving soil Beach? disturbances of one (1) or mom acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes ~ are part of a larger common plan Ihat will ultimately disturb one or mom acres of land; which Exceed Fifteen (15) feet of Vertical Rise to~ including Construction activities involving soil disturbances of less than one (1) acre where One Hundred (100') of Horizontal Distance? the DEC has determined that a SPDES permit is required for sto~n watar discharges. SWPPP's Shall meet the Minimum Requirementa of the SPDES General Permit 8 Will Driveways, Parking Areas or other Impervious r'~ for Stonm Water Discharges from C~structton actfvlty - Panmlt No. GP-O-10-SOt .) Surfaces be Sloped to Direct Storm-Water Run-Off U 1. The SWPPP shall be prepared prior fo the submittal of the NOI. The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Departmenl pdor to the coro~nencernent of construction activity. 2. The SWPPP shall descdbe the erosion and sediment control practices and where 9Will this Project Require the Placament of Material, required, post-constmclton storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any Ii consttuctad to reduoe the pollutants in storm water discha~es and to assure Item Within the Town Right-of-Way or Road Shoulder STATE OF NEW YORK, COUNTY OF ........................................... SS T|mt ', ~..~r..~..~~.....~....~ ..................... being duly sworn, deposes az~d says that he/she is the applic;mt for Pem~Jt. Owner and/or representative of the Owner or Owz~et's, and is duly autborized to perfo~wn or have perfom]ed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; mid thai the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this;~~ y~ . N FORM - 06/10 LINDA J COOPER NOTARY PUBLIC, State of New York NO. 01C04822563, Suffolk County Term Expires December 31, 20 .~martVENT Foundation Flood Vents Page 1 of 3 Flood Vent Catalog Home Get Llstedi Find a Surveyor SMART VENT® Blog Continuing Education Earn AIAK~ES Credits Insurance Forms & Certification Live Smartvent Demo Architects/Spec Code Officials Contractors F.A.Q. Homeowners Insurenca Agents Realtors & Home Inspectors Surveyors We're Green: Green Resources Where To Buy Find An Installer Find A Surveyor About US Info Center Contact How do SMART VENTS provide so much coveraqe? What is the International Code Council (ICC)? Is mv ~)roDertv in a flood zgn~? Are the vents more expensive than other flood solutions & do you know of any gth0r company that makes a similar product? How do the models differ? DO they come in custom sizes? What sizes do you have? Do they come in different colors? Can I install the vent in an entry door? Mv prude chanoes [sloDesldtasl. or mv house is built on a hill. How do I place l~Y vent~? The floor of mv basement/crawlsDace Is lower than the adlacent oround level: what do I do? How do the vents attach? Can animals o~n th~ v~n~? Do the vents have insect screenino? Do the vents open only durln¢t a flood? Do the vents keep the cold air Out? Do you offer auantitv discounts? What about discounts for stores? ContRigtpn~? What can I do to finish the inside of the oDenin(r? Does the vent reaatre any electricity? Media How do SMART VENTS provide so much coverage? You may have heard that FEMA requires a vent with I ]1 square inch of opening per 1 square foot of enclosed area', i, referring to vent dimensions in proportion to the space to be vented. This is only partially correct. FEMA guidelines (as outlined in Technical Bulletin 1-08! do state that a non- engineered flood vent solution must (among other requirements) provide 1 sq. in. of opening per 1 sq. ft. of space vented. This is only in reference to non-engineered openings, however, all of our flood vent products are certified engineered openings. In accordance with the further guidelines of TB 1-08, our vents have been tested, rated, and certified for their coverage of 200 square feet per unit by the International Code Council. What is the International Code Council (ICC)? The International Code Council, a membership association dedicated to building safety and fire prevention, develops the codes used to construct residential and commemial buildings, including homes and schools. Most U.S. cities, counties and states that adopt codes choose the Intsmational Codes developed by the Intamational Code Council, Out of all product evaluation services available, 80% of Code Officials prefer ICC Evaluated Products, Click here to see our ICC Evaluation Service Report. This evaluation report states that one 16" x 8" SMART VENT unit is certified to provide 200 sq. ft. of flood protection and should be aftachod to the elevation certificate. Is my property in a flood zone? Zoning can be determined by viewing FEMAI Is Federal Insurance Rate MaD (FIRM) or Dioital Federal Insurance Rate_ MOD. You may view the maps by going online or you may contact us at info@smartvent, com or by phone for assistance. Visit FreeFIood.cem to instantly see your homel Is current flood dsk level. Are the vents more expensive than other flood solutions & do you know of any other company that makes a similar product? Our vents are made from stainless stael, and are manufactured and assembled entirely in the United States. Additionally (and perhaps more importantly), each of our vents is an engineered flood opening certified for 200 square feet of flood protection. It is physically impossible for a non- engineered opening of comparable dimensions to provide as much coverage within FEMA guidelines; most air vents, in fact, provide less than 20% of that (overlooking that they do not fulfill other requirements of the flood code). Where a house may require 30-35 air vents to provide enough flood protection, about 8 of our vents would provide more than necessary. Our vents are http://www.smartvent.com/faq.php 2/1/2011 ~SmartVENT Foundation Flood Vents Page 2 of 3 cost-competitive with anything else we have seen on the market. Do you know of any other company that makes a similar product? NO. There are certainly other companies that make foundation vents, and some that claim that their vents are usable as foundation flood vents, but our vents are (the last time we checked) the only FEMA Accepted & ICC-ES evaluated engineered opening for flood venting. In fact. many of the vents that claim to be foundation flood vents do not comply with flood ventilation codes and FEMA guidelines, let alone having a certification, How do the models differ? Do they come in custom sizes? What sizes do you have? We have two pdmary models: The dual function model (~MART VENT) p~ovides 51 square inches of air ventilation opening in addition to 200 square feet of certified flood ventilation coverage. These vents would be almost exclusively used in unconditioned crawlapaces, where air ventilation is required in addition to any flood ventilation. The insulated flood~nly model (FLOOD VENT) is appropriate for most other applications. It provides only flood protection for garages, living spaces, basements (though rare in floodplains), conditioned crawispaces, etc. Our vents are the size of a standard concrete masonry unit (CMU), 16[] wide x 8 E/tall. They can be stacked as many high* (although two is typical) and arrayed as many side-by-side as needed. For large industrial and municipal projects, we have been able to fabricate custom mountings to contain various arrangements of vents in a single steel frame. We also make a Wood Wall FLOOD VENT that is designed to fit between wood studs spaced on 16 ~ centers that measures Do they come in different colors? Yes. We have four standard colors, and can (for an additional fee, plus an approximately three week lead time) match almost any color needed for your application. We use enamel powder coatings designed for use in harsh environments. Our standard colors are: black, gray, wheat and white. Your SMART VENT, inc. regional sales representative should have sample paint chips and prices available for each standard color. White vents are available direct from our stock with no delay. Can I install the vent in an entry door? Yes. For overhead (garage) doors, we have developed a specific product that installs easily and contains a mechanism to prevent the vent from opening when the door is lifted overhead. For standard personnel doors, we recommend using the standard foundationN~ood wall vents. Simply drill four holes into the flange, and ddve screws through these holes, into the door. Please be careful only to drill the exterior flange, or you risk voiding the warranty. My grade changes (slopes/dips), or my house is built on a hill. How do I place my vents? Regardless of changes in grade, vents must be placed on a minimum of two different walls, with each vent no more than twelve inches (or less, depending on local code) of adjacent grade or inside slab. The adjacent grade for each vent is the grade (essentiafly, ground) level closest to that specific vent. Vents should, if possible, be arranged so that more are placed near the lowest possible grade, to allow easiest drainage when a flood recedes, T,he floor of my basement/crawlspace is lower than the adjacent ground level; what do I do? What you do is pay extremely high flood insurance premiums. According to FEMA guidelines in Technical Bulletin 1 ~)8. if all four sides of the structure are below grade by even one inch, the structure has a basement. In a flood zone. having a basement almost guarantees yep/high flood insurance rates. To lower your premium, you need to equalize the interior and extedor grade on at least one side of the house. The easiest way to do this is to either add fill to the inside of the basement until at least one wall is at or above exterior grade, or to dig-out the ground outside until it is at or below the intedor grade (floor) level. ThL~ will turn your basement into a crawlspace, which (if propedy vented) should have drastically lower flood insurance rates. How do the vents attach? One can attach the vents using any of several methods. The vents were designed to install with four stainless steel straps, included in each package. These straps bend around the back of a wall, and fasten into the vent frame. The extedor flange holds the vent against the front of the wall. If an even more secure hold is desired, a concrete adhesive (Lexel, Liquid Nails, etc.) can be applied to the inside surface of the flange. Be careful to avoid getting any of this adhesive onto any part of the frame but the back surface of this flange; you do not wa nt to accidentally prevent the vent door from opening in case of flood. Can animals open the vents? A bear might be able, but not most creatures smafl enough to fit into the vent opening. With the floats at rest within the frame, a minimum of ten to fifteen pounds of pressure are required to open the vent door. When they first arrive, the vents might seem looser or easier to open; there is a small amount of oil that naturally gets on the floats during the manufacturing process. Simply wipe both the floats and their grooves within the frame with a rag wet with isopropyl alcohol. This should remove the oil responsible for any perceived looseness. Do the vents have insect screening? http://www.smartvent.com/faq.php 2/1/2011 REPOR'r= ICC Evaluation Service, Inc. www.icc-es.or.q ESR-2074 Issued February 1, 2008 This report is subject to re-examination in one year. DIVISION: 10--SPECIALTIES Section: 10230--Vents REPORT HOLDER: SMART VENT, INC. 450 ANDBRO DRIVE, SUITE 2B PITMAN, NEW JERSEY 08071 877-441-8368 www.smartvent.com eval~smartvent.com EVALUATION SUBJECT: SMARTVENT~AUTOMATIC FOUNDATION FLOOD VENTS: FLOODVENTTM MODEL #1540-520; FLOODVENTTM STACKING MODEL #1540-521; SMARTVENTTM MODEL #1540-510; SMARTVENTTM STACKING MODEL #1540-511; WOOD WALL FLOOD MODEL #1540-570; WOOD WALL FLOOD OVERHEAD DOOR MODEL #1540-574; FLOODVENTTM OVERHEAD DOOR MODEL #1540-524; SMARTVENTTM OVERHEAD DOOR MODEL #1540-514 1.0 EVALUATION SCOPE Compliance with the following codes: · 2006 International Building Code® (IBC) · 20061ntemationalResidentialCode®(IRC) Properties evaluated: · Physical operation · Water flow 2.0 USES The Smart Vent® units are automatic foundation flood vents (AFFVs) employed to equalize hydrostatic pressure on nonfire-resistance-rated foundation walls, rolling-type overhead doors and building walls subject to rising or failing flood waters. Certain models also allow natural ventilation in accordance with Section 1203 of the IBC or Section 408.1 of the IRC. 3.0 DESCRIPTION 3.1 General: When subjected to pressure from rising water, the Smart Vent® AFFVs disengage, then pivot open to allow flow in either direction to equalize water level and hydrostatic pressure from one side of the foundation to the other. The AFFV pivoting door is normally held in the closed position by a buoyant release device. When subjected to rising water, the buoyant release device causes the unit to unlatch, allowing the plate to rotate out of the way and allow flow. The water level stabilizes, equalizing the lateral forces. Each unit is fabricated from stainless steel, and each opening provides 76 square inches (49 032 mm2) of net free area for flood mitigation in the open position. The SmartVENTTM Stacking Model #1540-511 and FloodVENTTM Stacking Model #1540- 521 units each contain two vertically arranged openings per unit, providing 152 square inches (98 064 mm2) of net free area for flood mitigation in the open position. 3.2 Engineered Opening: The AFFVs comply with the design principle noted in Section 2.6.2.2 of ASCE/SE124 for a maxim um rate of rise and fall of 5.6 feet per hour (0.423 mm/s). In order to comply with the engineered opening requirement ofASCE/SE124, Smart Vent AFFVs must be installed in accordance with Section 4.0. 3.3 Model Sizes: The FloodVENTTM Model #1540-520, SmartVENTTM Model #1540-510, FloodVENTTM Overhead Door Model #1540-524, and SmartVENTTM Overhead Door Model #1540-514 units measure 153/4 inches wide by 73/4 inches high (400 by 196.9 mm). The Wood Wall Flood Model #1540-570 and Wood Wall Flood Overhead Door Model #1540-574 units measure 14 inches wide by 83/4 inches high (355.6 by 222.25 mm). The SmartVENTTM Stacking Model #1540-511 and FloodVENTTM Stacking Model #1540-521 units measure 16 inches wide by 16 inches high (406.4 by 406.4 mm). 3.4 Ventilation: The SmartVENT® Model #1540-510 and SmartVENT® Overhead Door Model #1540-514 both have screen covers with ~/4-inch-byJ/4-inch (6.35 by 6.35 mm) openings, yielding 51 square inches (32 903 mm2) of net free area to supply natural ventilation. The SmartVENTTM Stacking Model #1540- 511 consists of two Model #1540-510 units in one assembly, and provides 102 square inches (65 806 mm2) of net free area to supply natural ventilation. Other AFFVs recognized in this report do not offer natural ventilation. 4.0 INSTALLATION SmartVENT® and FIoodVENTTM are designed to be installed into walls or overhead doors of existing or new construction from the exterior side. Installation of the vents must be in accordance with the manufacturer's instructions, the applicable code and this report. The mounting straps allow mounting in wood, masonry and concrete walls up to 12 inches (305 mm) thick. In order to comply with the engineered opening design principle noted in Section 2.6.2.2 of ASCE/SEI 24, the Smart Vent® AFFVs must be installed as follows: · With a minimum of two openings on different sides of each enclosed area · With a minimum of one AFFV for every 200 square feet (18.6 m2) of enclosed area, except that the SmartVENTTM Page t of 2 Page 2 of 2 Stacking Model #1540-511 and FloodVENTTM Stacking Model #1540-521 must be installed with a minimum of one AFFV for every 400 square feet (37.2 m2) of enclosed area. · Below the base flood elevation · With the bottom of the AFFV located a maximum of 12 inches (305.4 mm) above grade. 5.0 CONDITIONS OF USE The Smart Vent® AFFVs described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The Smart Vent® AFFVs must be installed in accordance with this report, the applicable code and the manufacturer's installation instructions. In the event of a conflict, the instructions in this report govern. ESR-2074 5.2 The Smart Vent® AFFVs must not be used in the place of "breakaway walls" in coastal high hazard areas, but are permitted for use in conjunction with breakaway walls in other areas. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Cdteria for Automatic Foundation Flood Vents (AC364), dated October 2007. 7.0 IDENTIFICATION The Smart VENT~,models recognized in this report must be identified by a label bearing the manufacturer's name (Smart Vent, Inc.), the model number, and the evaluation report number (ESR-2074). , · o-~l~H T. T£r~¥ TOWN C LE P,~K OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under tlte Flood Damage Prevent regulations of the Code of the To;%n of Southold: ) Application" [FDP(S3}]/a/nd "Certificate Special Flood Hazard ~rea [C/C(93)]. "Floodplain Developmen.t Permit Compliance for Development in B~. OE~T. TOWN_OF $O'Llit~ 07~_. Southold Town Clerk August 25, 1993 TOWN OF SOUTHOLD APPLICATIOIq ~ PAGE I o( ,~ ~ FLOODPLAIN DEVELOPMENT PERMIT ,(PPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PRQ',rI$1OHS (APFLICM'U' t0 read and fiLm'l: 1. No work may start until a permit iq issued. - 2. The permit may bc revoked il aa}, fal~e statements are made hcreha. 3. If revoked, all work mu~t cede tmti] permit Lq re-L~ued. 4. Development shall not bc wed or cccupied until a Certificate o( Comp[ia.acc Lq issued. 5. The permit will cxpir~, d i~'o work is commenced witlfin sir months of L~u~cc. 6. Applicant is hereby in/omed that other permits may be required to fiffi'dl local, state a~d federal regulato~ requirements. 'L Applicant bcrcby glvc~ con,cot to thc Local ^dmlnistrator or td~/bcr rcprescatative: m make icasonablc impccfio~ required to vcrl/y c~mpliancr.. 8. I, THE APPLICAIqT, CERTIFY THAT ALL STATEME. IWI'~ HEREIN ,a,14D [N A'I~rACHMENTS TO _ THIS APPLICATION ARE, TO TH~ BE~T OF I~ ~D~VI~ DGE, TRUE AND ACCUP,]AVt ,., SECTION 1: PROPOSED DEVELOPMENT (To be completed by APPLICAhW). PROJECT LOCAT~IQ H: To avoid delay ia procr.~kag the application, pleaic provide caough ia/ormation to easily identify thc project location. Provide the m-eet address, lot number or legal description (atlach) and, outside ttrban ar-cas, the d'iqta~cc to the nearest intc. rscctmg road or wdl-kno,,vu l~dma, rk. A sk'clch altadacd to this app[icatiou showing thc project Ioca6oo would bc h¢lphd. FOP(9]} AJ~ PLICATIOI'< ~ PAGE 2 OF a DESCRIPTION OF WORK (Cbc& all appticablc boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY ~New Structure Cl Addition [] Alteration O Relocation O Demotitioo' ' El Replaca:mem STRUCTURE I~fPE ~ R~idendal (14 Family) O Residential (More than 4 Family) Noo-residen6al (Floodproo(mg? [] Yes) [] Combined Use ('Kezideutial & CommerciaJ) [] Mmaufactured (Niobil¢) Home (In Ma. nu- lectured Home Park.'/. [~ Ye~) ESTIMATED COST OF PROJECT B. OTHER DEVELOPMENT ACTIVITIF_.~: O l='dl O Minlng O Orilllng dG;adk~g O Excavation (Except for Structural Development Checked Above) -- ' [~ Watercourse Alteration (Including Dredging and Charmel ModL, qcatior~) O Drainage. lmprovemenL~ 0ncludlng Culverl Work} ~1 Road, Street or Bridge Conxtr~ction [] Subdivision (New or Expansion) ~ [ndi~4duM Water or Sewer Sys[em O Other (Please Specify). Afftcr completing SECTION Z, AS~FLICA~'T shouJd submit form to Local AdmLaistrator for rdx4c~v. ~ECT1ON 3: P-L,OODPLAi'N DETERMINATION {To be completed bv LOCAL. ADF, IINISTRATOR} Thc proposed development is located on FTtLM Pamel No. The Propo}¢d Development: , Dated [] ts NOT located b a Special Hood Hazard Area (Notify the applicant that the application re~iew b complete and IqO FI~)ODPI_.Allq DEVF_JJDPME. NT pERMTF IS REOUIR. ED). [] b located ia a Spcdal Flood Hazard ,~-~a., FfRM ~onc dc.~igaaation is 100-Yeaz flood clcvatioct at thc site is: Ft. NGVD (MSL) O U aavaJlablc [] Thc proposed dcvclopment is Iocalcd ia a floodway. FBFM Panel No. Dated [] $cc Section 4 for additional ias(ruclioas SIGNED DATE A~PLICATION ~ PAGE 3 OF 4 SECTION 'l: ADDITIONAL INFOfU'4ATION REQUIRED lTD hc completed by LOCAL ADMINISTRATOR] The apphc3zlt musl submil the documents checked below b¢l'orc thc application c~u bc processed: C]A sitc plan showing thc location of MI c~stmg strucl~cs, water bodies, adjgccnl roads, lot dimensions and proposed development. [] Development plans, cka',,.m to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (bdudbg basement), ly~e~ of water resistant materials used below the Fo'st floor, details of floodprootrmg of utLlities located below the fu'st floor and details of enclosures below the l'u-st floor. C] Subdivbian or other development plan~ (If the subdivbion or other development exceeds 50 lots qr 5 aa-es, whichever ks the lesser, the ~pplicant most provide 1.00-year flood elevatlo~ts ff they are not otherwise awilable). IZ] Pla~ showing thc extent of watercourse rclocatlon xnd/gr landform altcratioms. O Top of new l-ill elevation Ft. HGVD (MSt). C] Floodproo£mg protection level (non-resldentiaJ omly) Ft.; HGVD (MSL). For floodproofed structures, applicant m~t attach certi-flcatlo~ from registered engineex or a.rchitea. / [] CerLLf~cation from a rcL~stered engineer that the. propo~e./d ac. dviD' La a regulatory floodway ~ not re-suit in any [ncxcasc in the height of Uae. 100-ycaz flood. A copy of all data and calculations supportLag tkks £mdLng must also bc submktcd. Other: SECTIOH 5: PERMIT DETERNIIHATION (To be completed bY LQ(~AL ADMIHI~TR&T()R~ I hive determined that the proposed activity. A. El ks B. [] Is not tn conformance with provisions of Local Law ¢ , 19 . The permit is issued subject to the condition~ attached to and made pm of thlx permit. SIGNED , DA'~E 1[ BO_X A b checked, thc Local Admiabtrator may Lssuc a Dcvclopmcnt Permit upoo pascal of designated I[BOX B is checked, thc Cocal Admimstrator wUl provide a wTittca summary of deficiently. Applicant may revise and resubmit an appLicali0n to ~hc Local Administrator or may request a bcarLng from the Bo~d of AppcaJs. APPEA~S: Appealed to Board of Appeals? O Yes O No Hc~mg date: Appeals Board Decbioa --- Approved? O Yes Coaditio~s 0 No APPLICATION PAGE 4 OF 4 SECTIOH 6: AS-BUILT ELEVATIONS (To be submi(ted by APPLICANT before Certificate of Compliance is issued1 'l~c foUowing LuformaiJon must bc provided [or projcct structures. This s¢c6oa mu.st bc completed bY a registered profession.al engineer or a ticcascd land surveyor (or attach a cartLfication to thi~ application). Complete I or 2 below. Actual (As-Built) Elevation of the top of }.he lowest lloot, including basement (in Coastal High Haze'rd ' /Lrea:;, bottom of lowest strucittral member o¢ the lowest flo~r, exduding piling and columns) is: FT. ~OVD 2_ Actual (As-Built) Elevation of floodproo£mg protection b FT. NGVD (MSL). / . NOTE: Amy work performed pcior to stv0m~ttal of thc above kfforu~acion b at thc ri~k of the Applicant. ~;ECT1ON 7: COMPLIANCE ACTION UFo be completed bY LOC.LC ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete thb section as applicable based oa ktsp¢ction of the project ensure compliance with the commuxdty's Ioca~ law for flood damage prevention. INSP~C'T'IONS: DATE BY DEFICIENCIES? 0 ~ [] NO DATE BY DEFICIENCIES? 0 ~ [] NO DATE BY DEFICIENCIES? [] ~ 0 NO ~;ECTION 8: CERTIFICATE OF COMPLIANCE(To be comr, le(ed by LOCAL ADMIiNISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD ~ A.J:LEA (OV~qYER MUST RET~tlN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO, PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: [] NEW BUILDING El E:~71STING' BUILDING El VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A~ OR B. BELOW: COMPLIANCE iS HEREBY CERTIFIED VVITH THE REQUIREMENTS LOCAL LAW # ,19 SIGNED: DATED: COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS LOCAL LAW #__, 19__, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: OF OF C/C(93) U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8, SECTION A - PROPERTY INFORMATION Al. Building Owner's Name John prizeman A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 5805 Main Bayview Road City Southo[d State NY ZIPCode 11971 A3. Property Description (Let and Block Numbem, Tax Parcel Number, Legal Description, etc.) 1000-78-7-5.6 OMB No. 1660-0008 Expires February 28. 2009 IFor Insurance Company Use: Policy Number Company NAIC Number A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. N41 02 37 Long. W72 25 41 Horizontal Datum: [] NAD 1927 [] NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawl space or encJosura(s), provide A9. For a building with an attached garage, pravide: a) Square footage of crawl space or enclosure(s) 1,194 sqff a) Square footage of attached garage sqft b) No. of permanent flood openings in the craw~ space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1 ~0 foot above adjacent grade 6 walls within 1.0 foot above adjacent grade __ c) Total net area of flood openings in A8.b 1.290 sq in c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number IB2. County Name IB3. State Southold, Town of/360813 ISuffolk INY B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 26103C0166 H 09/26/09 09/25/09 AE 6 B10. Indicate the souree of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. [] FIS Profile [] FiRM [] Community Determined [] Other (Deschbe) __ B11. Indicate elevation datum used for BFE in Item Bg: [] NGVD 1929 [] NAVD 1988 [] Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date 11/16/90 []CBRS []OPA []Yes []No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: [] Construction Drawings* [] Building Under Construction* [] Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized GPS Vertical Datum NAVD1988 Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ _5_.5...~0 b) Top of the next higher floor 14.08 c) Bottom of the lowest horizontal structural member (V Zones only) N/A. d) Attached garage (top of slab) N/A. e) Lowest elevation of machinery or equipment servicing the building 8.5_~0 (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 5.40 g) Highest adjacent (finished) grade (HAG) _9.8~5 Check the measurement used. [] feet [] meters (Puerto Rico only) [] feet I--I meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. [] Check here if comments are previded on back of form. Certifier's Name Howard W. Young License Number 45893 Title Partner Company Name Young & Young Address 400 Ostrander Avenue City Riverhead State NY ZIP Code 11901 Telephone 631-727-2303 FEMA Form 81-31, Feb(rua~ 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copythe corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 5805 Main Bayview Road I For Insurance Company Use: Policy Number City Southold State NY ZIP Code 11971 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signature Date [] Check hero if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is .__ [] feet [] meters [] above or [] below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosuro) is .__ [] feet [] meters [] above or I'-I below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is __ __ [] feet [] meters [] above or [] below the HAG. E3. Attached garage (top of slab) is []feet r~meters []aboveor [] below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is __ [] feet [] meters [] above or [] below the HAG. ES. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? [] Yes [] No [] Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Reprosentative's Name Address City State ZIP Code Signature Date Telephone Comments .[] Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Eievation Certificate. Complete the applicable item(s) and sign below. Check the measuroment used in Items G8. and G9. Gl. [] The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. [] A community official completed Section E for a building located in Zone A (without a FEMA-issued or community-issued BFE) or Zone AO. G3. [] The following information (items G4.-G9.) is provided for community floodplain management purposes. lG4. Permit Number ~ G5. Date Permit Issued G6. Date Certificate Of Complianca/Occupancy Issued L G7. This permit has been issued for: [] New Construction [] Substantial Improvement G8. Elevation of as-built lowest floor (including basement) of the building: __ __ .[] feet [] meters (PR) Datum __ G9. BFEor(inZoneAO)depthoffloodingatthebuildingsite: __ []feet []meters(PR)Datum__ Local Official's Name Title Community Name Telephone Signature Date Comments .[] Check hero if attachments FEMA Form 81-31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 5805 Main Bayview Road City Southold State NY ZIP Code 11971 CompanyNAJCNumber If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. John Prizeman 5805 Main Bayview Road Southold, New York 1197l Front view walkout enclosure (showing utilities) walkout enclosm'e (showing vents) walkout enclosm'e Left side view Left side view Right side viexa Town Hall Am'rex 54375 Main Ro=.A P.O..Box 1 · Sou~old, NY ! lgTI,.0(JS9 ~' . 17 ESTED BY: Company Name: BUILDING DF_,PARTMEHT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION NO..' - *Cross Street: *Phone No.: Permit NO.: Tax Map District: JOBSITE INFORMATION: (*!ndi~ates required information) 1000 Section: *BRIEF DESCRIPTION OF WORK (Please Print. Cleady) Block: ~ '~7 Lot: ~ ~-, oc~ ~ (Please Cimle All That Apply) *Is job ready for Inspection: ~)o you need a Temp Certificate: Temp'lnformation (If needed). *Service size: ' ~ 3Phase ~_~ Service~ Re-connect Additlonal InfOrmation: 100 Underground YEs/(~ Rough In" Final YES / NO 150 200 300: 350 400 Other Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Town Hall Annex 54:375 Main Ro~d P.O. Box 1179 Southold, 1~/11971-0959 Telephone (6,31) 765-1802 ro,q e r. rich e rtdt~ (wna3.~s)o7 u~o~(~ .ny. us BUILDING D~PARTM~ TOWH OF 8OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 'Name: Name: License No.: No.: JOBSITE INFORMATION: (*Indicates required information) *Name: ~ ~er- *Address: -5=~o~- ,/~,',~ I~?'/~'~ ~ ~o~d *Cross Street: ~//~ ~/vC Zoo/~ *Phone No.: ~ ~,/- '~c; -2- / ~/~/ Pe~it No.: ~ / ~ ~ Tax Map Distfi~: 1000 Section: ~ Block: ~ Lot:~ ~ *BRIEFDESCRIPTIONOFWORK(PleasePfintCleaHy) ~ ~.', ~W/~:~q ~.~ ~./ ' (Pl~a~e Oiml~ ~1 That Apply) /~d~y d(~ ~ ~o ~ *Is job ~ady for inspe~ion: YES / NO Rough In Final *Do you need a Temp Certificate: ~ NO Temp Information (If needed] *Service Size: ~ 3Phase 100 150 2~ 300 350 400 *New Service: Re-connect ~___.u_nd;~ Number of Meters Change of Service Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Other Overhead Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 BUII.F~ING DEP~ TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Ada es : Phone No.: JOBSITE INFORMATION: (*indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax. Map District: 1000 Section: Block: '~ Lot: ~-. ~ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) · (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Tamp Certificate: Tamp Information (If needed) *Service Size: 1 Phase *New Service: Re-connect Additional Information: 3Phase YES/~..~ Final 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead pAYMENT DUE WITH APPLICATION 82~Request for Inspection Fom~ Michael J. Verity Chief Building Inspector Southold Town Hall 53095 Main Rd PO Box 1179 Southold NY 11971-1179 GENDOT HOMES, INC. PO Box 534 Wading River NY 11792 631 929-5870 631 929-5871 MAY 2 6 2011 BLDG. DEPT. TOWN OF SOIJTHOLO RE: Prizeman Residence 5/25/11 5805 Main Bayview Ave Southold., NY 11971 Dear Mike, I have enclosed the revised foundation plan to include the pile and grade. Please give me a call if you have any questions. Thank you. Best regards, Gerry Simone 631 774-1600 GENDOT HOMES, INC P.O. BOX 634 WADING RIVER, NY 11792 PHONE: 631-929-5870 FAX: 631-929-5871 JUL -8 2011 B L~;'G DEPT TO?, C,F :,{: '!OLD To= Mike / Gary From; Michele Fmc 765-9502 P~ 2 mm.~ 76~1802 uat~. 6/30/2011 k Main Bayview Southold cc.- Permit # 36164 [] Urgent [] For Review [] Please Reply COMMENTS: Here is the certification from the engineer I will forward an original to you. Thank you. John Prizeman J.P. Modular Homes, Inc 131 Hicks St Brooklyn, NY 11201 LI Jl JUL 2 3 2012 Town of Southold Building Department 7/18/2O 12 To Whom It May Concern: This letter is in request fbr an extension of my building permit # 36164 dated 2/3/2011. The property address is 5805 Main Bayview Rd, Southold. I appreciate the extension thank you very much. Please contact me if you have any questions 917 685-0937 John. Pri'zeman (,~ff~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD October 9, 2012 rome 131 Hicks St ' Brooklyn, NY 11201 Re: 5503 Main Bayview Rd, Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: AAISO need Final Elevation Certificate from your Surveyor. pplication for Certificate of Occupancy. (Enclosed) __ Electrical Underwriters Certificate. (contact your electrician) ~"~A fee of $50.00. ~ Final Health Department Approval. Plumbers (All permits involving plumbing after 4/1/84) Solder Certificate. T_ Trustees Certificate of Compliance. (Town Trustees # 765-1892) __ Final Planning Board Approval. (Planning # 765-t938) __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 36164 - New Dwelling $UILDING PERMIT EXAMINER CHECKLIST *Date Submitted:~ate Reviewetk /~ · 7~~ Estimated Cost:-~ 1CTM# 1000- 7~.~ 7 -~_~ Subdivisio~ ~Zone: /~,-~0 'Conforming? ~¥~-~ ,roperty address: --<-g°-~- ~q-~ ~ )~._, City: ~ Pre COs? 3/0 laiiding Permits (Open/Expired): BP -- ' -Z/CIOZ- ~- ,Info: BP -Z/C/OZ- , Info: I?__-Z/C/0 Z- ,Info: BP -Z/C/OZ- ,Info: BP -Z/C/0 Z- ,Info:_ lin#lc & Separate Search Required? Y o~)Determination:; LEQ. Lot Size: ACT. Lot S~e: J[, 3q/lpD-~, ', [ ?'~REQ. Lot Coy. ~o ~OACT Lot Oov [BQ. Front ._b'-o ACT. Front o&. 1LEQStd~ /.~ ACT. Side 7~t REQ. Rear...5'-o P~p Rear'/--J~'- ~raterfront.~ or N?i~ .... ~ _ ~2 f y~, wate~ ~ody:/~rr~ C~-ep--pana# I 6 6 need Zone:/~ C'6 a.lkhea~Umuff D~t~nce: / ~DDITIONAL APPROVALS REQUIRED ;uffolk County Health:~or N-If yes, *Bed.: ¢ *Date: ~ /l~/]~*Permit#.. ~{0- 0~'- 0[[~L Town Seot, c~.~or - If no, certification required: Y or N Received: Y or N By: ~IYS DEC: ra~-aecgnn~or N- Date: ]l $0 /~1~ Permit #:1-~7~-~376~-oooo[ o, :;j L~;;~,,, Notes: loutholdTrustees: .80rN-Date:-~'/~0/0~ Permit#: ~'o~6 ~N:t~.~¢..-Notes: louthold Pianmng: Y o~N~ Date:_ ~_~ J , Permit #: __-Notes: /~o' . ~"~ ~rstFloor: J~] SF~'~--+hitial~ee'$ ~o o, ~ond Floor: -- ~'7,~8~ ~?-i J ~ ~~ Additional Fee ( ): $ +AdditionalFee( ):$ ~0o ~ o0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC D~SIGN CRITER/A: Weathering: Severe '~' .Frost Depth: 36"__ ~/ T~rmite: M-H''//" 'DeCay: S-M ~ ' Design Temp: 11 V/ 'Ice Shield Underlay: ~ /V0. lqo~d Hazai-ds: USE/OCCUPANCY CLASSIFICATION: / f/~ ', ~C:~, TYPE OF CONSTRUCTION: IAf~ ~J~' . HEADERS: Y/N WALL STUDS: YIN GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS: YfN ROOF RAITTERS: LUI~[BER SPECIES AND GRADE: Y/N wmmow nO0 SCrmDULE! ,MISSLE TEST ILE~QUIREMENTS: EGRESS S.7 ~F.:~/N LIGHT 8% 5~NT 4 % ~ N~L~G/CONSTRUCTION SCHEDULE: ~S OF EG~SS: ~ PL~B~G ~SER DIAG~ LOCATION OF F~ PROTECTION EQU~MENT~ B~RGY CALCS~ TOTAL COMPLIENCE?/Y~ (~TU~ TO PAGE ONE) applicant shall demonstrate that the effect of the pro- posed buildings and structures on design flood eleva- tions, including fill, when combined with all other existing and anticipated flood hazard area encroach- ments, will not increase the design flood elevation more than 1 foot (305 mm) at any point within the juris- diction. 11324.1.4 Lowest floor. The lowest floor shall be the floor of the lowest enclosed area, including basement, but excluding any unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or lim- ited storage provided that such enclosure is not built so as to render the building or structure in violation of this sec- tion. R324.1.5 Protection of mechanical and electrical sys- tems. Electrical systems, equipment and components, and heating, ventilating, air conditioning and plumbing appli- ances, plumbing fixtures, duct systems, and other service equipment shall be located at or above the design flood elevation plus freeboard as specified in Section R323.1.3.3. If replaced as part of a substantial improve- ment, electrical systems, equipment and components, and heating, ventilating, air conditioning, and plumbing appli- ances, plumbing fixtures, duct systems, and other service equipment shall meet the requirements of this section. Systems, fixtures, and equipment and components shall not be mounted on or penetrate through walls intended to break away under flood loads. Exception: Electrical systems, equipment and compo- nents, and heating, ventilating, air conditioning and plumbing appliances, plumbing fixtures, duct systems, and other service equipment are permitted to be located below the design flood elevation provided that they are designed and installed to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occur- mnce of flooding to the design flood elevation in com- pliance with the flood-resistant construction requirements of the Building Code of New York State. Electrical wiring systems are permitted to be located below the design flood elevation provided they con- form to the provisions of the electrical part of this code for wet locations. R324.1.6 Protection of water supply and sanitary sew- age systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the systems in accordance with the plumbing provisions of this code. New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of floodwaters into systems and dis- charges from systems into floodwaters in accordance with the plumbing provisions of this code. R324.1.7 Flood-resistant materials. Building materials used below the design flood elevation shall comply with the following: 1. All wood, including floor sheathing, shall be pres- sure-preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use or be the decay-resistant heartwood of redwood, black locust or cedars. Preservatives shall be listed in Section 4 of AWPA U1. 2. Materials and installation methods used for flooring and interior and exterior walls and wall coverings shall conform to the provisions of FEMA/FIA-TB-2 R324.1.8 Manufactured housing. New or replacement manufactured housing shall be elevated in accordance with Section R324.2 and the anchor and lie-down require- ments of Sections AE604 and AE605 of Appendix E shall apply. The foundation and anchorage of manufactured housing to be located in identified flood ways as estab- lished in Table R301.2(1) shall be designed and con- stmcted in accordance with the applicable provisions in the Building Code of New York State. R324.1.9 As-built elevation certffieations. A licensed land surveyor or registered design professional shall cer- tify that the building or structure is in compliance with the elevation requirements of Section R323.2 or R323.3. R324.2 Flood hazard areas (including A Zones). Areas that have been determined to be prone to flooding but not subject to high velocity wave action shall be designated as flood haz- ard areas. All buildings and structures constructed in whole or 1 in part in flood hazard areas shall be designed and con- I stmcted in accordance with Sections R324.2. t through R324.2.3. 11324.2.1 Elevation requirements. 1. Buildings and structures shall have the lowest floors elevated to or above the design flood elevation plus freeboard as specified in Section R323.1.3.3. 2. In areas of shallow flooding (AO Zones), buildings and structures shall have the lowest floor (including basement) elevated at least as high above the highest adjacent grade as the depth number specified in feet (mm) on the FIRM, or at least 2 feet (610 nun) ifa depth number is not specified. 3. Basement floors that are below grade on all sides shall be elevated to or above the design flood eleva- tion plus freeboard as specified in Section R323.1.3.3. Exception: Enclosed areas below the design flood elevation, including basements whose floors are not below grade on all sides, shall meet the requirements of Section R324.2.2. 11324.2.2 Enelosod area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: 1. Be used solely for parking of vehicles, building access or storage. 2. Be provided with flood openings that meet the fol- I lowing criteria: 2. I. There shall be a minimum of two openings on different sides of each enclosed area; if a build- ing has more than one enclosed area below the 2010 RESIDENTIAL CODE OF NEW YORK STATE 49 BUILDING PLANNING design flood elevation, each area shall have openings on exterior walls. 2.2. The total net area of all openings shall be at least 1 square inch (645 mm2) for each square foot (0.093 m2) of enclosed area, or the open- ings shall be designed and the construction doc- uments shall include a statement that the design and installation will provide for equalization of hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit of floodwaters. 2.3. The bottom of each opening shall be I foot (305 mm) or less above the adjacent ground level. 2.4. Openings shall be at least 3 inches (76 mm) in diameter. 2.5. Any louvers, screens or other opening covers shall allow the automatic flow of floodwaters into and out of the enclosed area. 2.6. Openings installed in doors and windows, that meet requirements 2.1 through 2.5, are accept- able; however, doors and windows without installed openings do not meet the requirements of this section. R324~2.3 Foundation design and construction. Founda- tion wails for all buildings and structures erected in flood hazard areas shall meet the requirements of Chapter 4. Exception: Unless designed in accordance with Sec- tion R404: 1. The unsupported height of 6-inch (152 mm) plain masonry walls shall be no more than 3 feet (914 2. The unsupported height of 8-inch (203 mm) plain masonry walls shall be no more than 4 feet (1219 mm). 3. The unsupported height of 8-inch (203 mm) rein- forced masonry walls shall be no more than 8 feet (2438 mm). For the purpose of this exception, unsupported height is the distance from the finished grade of the under-floor space and the top of the wall. R324.3 Coastal high-hazard areas (including V Zones). Areas that have been determined to be subject to wave heights in excess of 3 feet (914 mm) or subject to high-veloc- ity wave action or wave-induced erosion shall be designated as coastal high-hazard areas. Buildings and structures in coastal high-hazard areas shall be designed and constructed in accordance with Sections R324.3.1 through R324.3.6. R324.3.1 Location and site preparation. 1. Buildings and structures shall be located landward of the reach of mean high tide. 2. For any alteration of sand dunes and mangrove stands the building official shall require submission of an engineering analysis which demonstrates that 5O the proposed alteration will not increase the poten- tial for flood damage. R324.3.2 Elevation requirements. 1. All buildings and structures erected within coastal high hazard areas shall be elevated so that the lowest portion of all structural members supporting the lowest floor, with the exception of mat or raft foun- dations, piling, pile caps, columns, grade beams and bracing, is located at or above the design flood ele- vation plus freeboard as specified in Section R323.1.3.3. 2. Basement floors that are below grade on all sides are prohibited. 3. The use of fill for structural support is prohibited. 4. The placement of fill beneath buildings and struc- tures is prohibited. Exception: Walls and partitions enclosing areas below the design flood elevation shall meet the requirements of Sections R324.3.4 and R324.3.5. R324.3.3 Foundations. Buildings and structures erected in coastal high-hazard areas shall be supported on pilings or columns and shall be adequately anchored to those pil- ings or columns. Pilings shall have adequate soil penetra- tions to resist the combined wave and wind loads (lateral and uplift). Water loading values used shall be those asso- ciated with the design flood. Wind loading values shall be those required by this code. Pile embedment shall include consideration of decreased resistance capacity caused by scour of soil strata surrounding the piling. Pile systems design and installation shall be certified in accordance with Section R324.3.6. Mat, raft or other foundations that support columns shall not be permitted where soil investi- gations that are required in accordance with Section R401.4 indicate that soil material under the mat, raft or other foundation is subject to scour or erosion from wave- velocity flow conditions. Slabs, pools, pool decks and walkways shall be located and constructed to be structur- ally independent of buildings and structures and their foundations to prevent transfer of flood loads to the build- ings and structures during conditions of flooding, scour or erosion from wave-velocity flow conditions, unless the buildings and structures and their foundation are designed to resist the additional flood load. R324.3.4 Walls below design flood elevation. Walls and partitions are permitted below the elevated floor, provided that such walls and partitions are not part of the structural support of the building or structure and: 1. Elech-ical, mechanical, and plumbing system com- ponents are not to be mounted on or penetrate through walls that are designed to break away under flood loads; and 2. Are constructed with insect screening or open lat- tice; or 3. Are designed to break away or collapse without causing collapse, displacement or other structural damage to the elevated portion of the building or 2010 RESIDENTIAL CODE OF NEW YORK STATE DECLARATION OF COVENANTS AND RESTRICTIONS This DECLARATION is made and dated the [c~' day of November, 2005 by Mark Baxter and Jacqueline Baxeter,residing at 5805 Main Bayview Road, Sou&old, NY 11971. Herein referred to as the DECLARANT. WITNESSETH: WHEREAS, the DECLARANT is the owner of a certain real property situate on the northeasterly side of Main Bayview Road, Town of Sou&old, Suffolk County, New York, more particularly bounded and described in Schedule "A" attached hereto (hereinafter referred to as the Property); and WHEREAS, the DECLARANT has made an application for and has received condi6onal approval from the Planning Board of the Town of Southold to subdivide said property into two (2) lots, as shown on the Subdivision Map of Mark Baxter prepared by Young & Young, Land Surveyors last dated January 18, 2004 which map will be filed herewith in the Office of the Suffolk County Clerk; and WHEREAS, for and in consideration of the granting of said approval, the Planning Board of the Town of Sou&old has deemed it to be in the best interests of the Town of Son&old and the owners and prospective owners of said lots that the within Covenants and Restrictions be imposed on said lots I and 2, arid as a condition of said approval said Planning Board has required that the within Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS, the Declarant has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT ans subsequent owners of said parcel; NOW, Tit~REFORE, TH[q DECLARATION WlTNESSETH: That the DECLARANT, for lite purpose of carrying out the intentions above expressed, does hereby make kllown, admit, publish, covenant and agree that the sail lots within said subdivision map shall hereafter be subject to the following covenants and restrictions as herein cited, which shall nm with the land and shall be binding upon ail purchasers, lot owners and holders of said Property, their heirs, executors, adrninislxators, legal representatives, distributees, successors and assigns, to wit: 1) 2) There shall be no further subdivision of Lots land 2. No lot lines shall be changed unless authorized by the Town Planning Board. No slructure or sanitary disposal facility shall be constructed or otherwise located within 100 feet of the top of the wetlands as designated on the subdivision map. 3) There shall be a 50' non-distmbed buffer adjacent to the wetland boundary on the subject premises as shown on the subdivision map approved by the Planning Board. ~Storm-water resulting from the development and improvement or use of Lots 1 and 2 of such subdivision map shall be retained and disposed of on site. No storm-water shall be discharged io public lands or waters. 5) Prior to the commencement of any conslruction activity on lots 1 and 2 NYSDEC SPEDS General Permit must be secured and submitted. This declaration of covenants shall run with the land and shall be binding upon the owner and his diatributees, executors, ~dministrators, successors and a~signs, and upon ail persons or entities cla~ming under them, and may be terminated, revoked or amended by the owners of the Property only with the written consent of the Town granted by a majority plus one vote of the Planning Board after a public hearing. If any section, subsection, paragraph, clause, phrase or provision and restrictions shall, by a Court of competent jurisdiction, be adjudged illegai, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole ox any other pan or provision hereof other than the part so adjudged to be illegal, unlawful, invalid or unconstitutionai. The aforementioned Res~ctive Covenants are intended for the benefit of and shail be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of said agencies or the Town of Southold te enforce the same shall not be deemed to affect the vaiidity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. The within Declaration is made subject to the provisions of all hws required by law or by their provisions to be incorporated herein and made a part hereof, as though fully set forth. That the within Declaration shail nm with the land and shall be binding upon the Declarant SCHEDULE "A" All that certain plot, piece or parcel of land, situate, lying and being at Bayview in the Town of Southold, County of Suffolk, State of New York, being known and designated as Lots Nos. 68, 69, 70, 71 and the southeasterly one half of Lot 72 on a certain map entitled, "Map of Goose Neck", situate at Bayview and filed in the Suffolk County Clerk's Office on November 22, 1948 as and by Map No. 1663 and described parcels adjacent thereto when taken together being more particularly bounded and described as follows: BEGINNING at a monument on the northeasterly side of Main Bayview Road distant 325.00 feet southeasterly from the comer formed by the intersection of the southerly side of Smith Drive South and the northeasterly side of Main Bayview Road, and; RUNNING THENCE North 39 degrees 00 minutes East along lands now or formerly of Ohlman 162.32 feet to a monument; THENCE still along lands now or formerly of Ohlman North 50 degrees 39 minutes 50 seconds West, 76.96 feet; THENCE North 70 degrees 49 minutes 40 seconds East along lands now or formerly ofB. Stahl 143.86 feet and North 39 degrees 00 minutes East still along said lands ofB. Stahl, and later along lands now or formerly of Rukowski 338.37 feet to an iron pipe and lands now or formerly of O'Neill; THENCE South 51 degrees 00 minutes East along said land of O'Neill 210.00 feet; THENCE North 70 degrees 49 minutes 40 seconds East, 30 feet more or less to the normal high water mark of Goose Creek; THENCE southeasterly and southwesterly along the normal high water mark of Goose Creek as it winds and tums the following nine (9) courses and distances: 3. 4. North 72 degrees 5. South 50 degrees 6. South 36 degrees 7. South 15 degrees 8. South 25 degrees 9. South 31 degrees South 02 degrees 33 minutes 32 seconds West, 55.03 feet; South 69 degrees 18 minutes 58 seconds East, 58.10 feet; North 83 degrees 6 minutes 51 seconds East, 58.15 feet; 54 minutes 31 seconds East, 60.29 feet; 6 minutes 57 seconds East, 32.82 feet; 4I minutes 36 seconds West, 121.62 feet; 34 minutes 36 seconds East, 67.77 feet; 31 minutes 54 seconds West, 16.86 feet; and 13 minutes 36 seconds East, 21.97 feet; THENCE South 42 degrees 53 minutes West along lands now or formerly of Gratten 35 l. 17 feet to lands now or formerly of Green; THENCE along said lands now or formerly of Crreen, North 51 degrees 00 minutes West, 56.00 feet; and South 40 degrees 44 minutes 00 seconds West, 166.14 feet to the northeasterly side of Main Bayview Road; THENCE North 51 degrees 00 minutes West along the northeasterly side of Main Bayview Road 420.65 feet to the monument, the point or place of BEGINNING. .W u -- u Young & Young 631-727-2303 ~llq~ ~IIC-I~A i ¢ALC. AJLATION~ FEB - 8 2011 MARK LOT 2 "HARK BAXTER" ~u~olk Ooun~, N~m 'Cork 5TORHI",IATER, SRADINS, [:;q:~klNA~E EROSION OONTROL PLAN i'm N + 8.55 %-" ~ / +s.~2/ r / ,5.3~.¢2 / -- 3.73 ! / / / ~NI~I~kL pOI i UTION CONTROL Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Ho~vard rg. Young, Land Surveyor Thorr~s C. ffolpert, Professional Engineer Robert C. Tast, Architect Douglas E. Aclar~s, Professional Engineer I:;~,AINACE Gt~.ITE~,IA $ CALCULATION5 JAN 2 0 2011 BLDG. DEPi. TOWN OF SOUTHOL9 HAP Pt~.~PAI~D FOR HARK BAXTER LOT 2 "HARK-, BAXTEE" Al, Bo~Jvle~, To~n ot' 5outhold ~FFolk Count~, Ne~ York GOUnt~ TOX ~0~ Oistrict I000 Section 9~ emock 09 Lot ~.~ 5TORHI, flATER., ~RADIN~,, DF~,AINA~E Ef~OSION CONTROL PLAN MAP PI~EPAf~ED OCT. 25, 2010 JOB NO. 2OIO-O225 D~. 2002_02~_O02_200-1_02~q_l~o_pl~n_B_c¢ I OF I N S TEST MOLE · THIS PLOT PLAN DEVELOPED UTILIZIN~ AEP. IAL PHOTO~.APH¥, C, ONVENTIONAL &U~.¥E¥1N~ TECNNI~L.IE5 ANE2 ~Eff. O~D DATA. LE~ENI2 'z~ · FII~M ZONE AE (EL 8) UPLANO AP. EA : 1.1~81 · ~UBOlVISION - "~A~ ~AX~" FILED IN THE OFFICE OF THE CLERK, OF SUFFOLK COUN~ ON NOV. 14, AS FILE NO. 114&4 :'R~$ CERTIFICATI~4 REQUIRED, SUBMIT RE. OR R.A. CERTIFICATION FOR INSTALL_~ATION AN[., C~fNSTRUCTION SEE ATTACHED SPECIAL CONDITION Young & Young 400 Ostrander Aven~e, Riverhead, Ne~ York ~90~ 63 ~- 727-2303 Howard W. Young, Land Su~eyor Thom~ C. Wolpert, Professorial Engineer Robert C. T~t, Zrchiteet Dougl~ E. Ada~, Professorial Engineer ~ ~UN 1 8 ~JJ~,V~YO~'5 CEP, TIFIC, AT HOP4A~ l,q. "COUNt, N.¥.~, L.5. NO. 45~D LOT 2 "HARK, BAXTER" B~Jvl¢~, To~n of 9outhold 9~f~olk Oounf,~l, N¢~ York ~l:2~ District lO00 Section ;-~'~ BlocE O-J' Lot 5.~ BUIL~INc~ PL=~MIT ~4J~VL=~ ] N 4 INSPE:CTiON REQUIRED FOR SANITARY SYSTEM BY DEPARTM£NT LOGATION 3.85 \ / / / NOTE: GRADING PLAN AND/OR PLOT PI.AN Young & Young 400 Ostrande? Avenue, R4.verhead, New York llgO1 63 ~- 727-2303 H~ard F. Yo~, La~ S~ T~ C. ~olp~t ~ofes~al Engineer Do~ E. A~, ~ofea~l E~gi~e~ HEALTH DtEPARTMENT USE 5URVE'COR'5 ~ERTIt=I MAR IDAXTLeR LOT 2 "HARK BAXTER" At E~vlev~, Tov~n oP 5outhold ~uFFolk C, ount~, Nev~ 't'ork COUfl[~ mcIx ~*¢~IF~ District IOOO Section -~ Block (~ Lot 5.~;~ 2UILDIN~ l=~lvJ~rT E~JI~.VEY Ab4L=NI~.DI~UIL~IN~L-t<MIT DATA AM~IND~DE~ILDIN~PL-~JHIT DATA ,MNE 04, 2010 MAY 0~, 2010 At:~ 24, 20C~t ~G. 12, 200¢ ~ 20, 2~ I ~. Iq, 2~ ~T. 2&, 2~ ~. ~, 200~ MAP PI~=PAIe, E~ 2Ot'5 ~C,,AI.E: P'=.~:~' ~ NO. 2010-0100 %, DI,*I~,. 2002_02(~$_o02_200'/_02'Sq_bp_plan_t~_J-~ '; ! FIf~ST FLOOP-, HOLJSE PLAN5 FIJ~NI~HE[2 B"( CLIENT 5E¢,OND FLO0t~ GRADING PLAN AND/OR PLOT PLAN Young & Young 400 Ostrander Avenue, Riverkead, New York ~90~ 63 ~-727-2303 Howard ~. Young, Za~d Thom~ C. ~olperL ProfesSorial Robe~ C. T~t, Areh~tec~ Dougl~ E. Ada~, Profes~oaal Engineer HEALTH DEPARTI,4ENT LOT 2. '"lvlAf~K. BAXTEf~" At: Bo~Jvle, w, Town o'F .~ouf, hold 5u'F'Folk .Counl:~, New York TGX ~F2 District I000 Section '~ Block O~ Lot 5.~;~ AIv~NIDED BUIL~IN¢ PE~HIT ~ATA Af'41ENI2EI2 ~JILI21N¢ PE~HIT DATA HAP PI~I~PA~ID JJNE 04, 2010 AP¢-,. 24, 200~ ~'E~.. 12, 200¢ JUNE 20, 200~ FEB. Iq, 200~ AU~. ~, 200'1 SCALE: JO~NO. 2010-0100 Dlt~. N S AREA : 2.D,~&4 AC, RE~ · ~UE~]DIVI*JON - "MAIm-K, E~A×Tr=~" T=ILEI~ IN 'THE OF THE C, LERK OF *UFF'OLK COUNTY ON NOV. 14, 2006 A5 FILE NO. 114~4 · VE~.TIOAL ]DATUM = N.~.V. ~ATUM (M.D.L. Young & Young 400 Ostrctnder Avenue, Biverhead, New York 1~90! 63 ~-727-2303 Howard rY. Young, £a~d $~rveyor Thomom C. rYolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert C. Tast, Architect HO~A~R.D ~. Y'OUN~, 5URV'EY FOR ,JOHN t= IZEMAN LOT 2 "HARK BAXTER" Bo~IVl¢I,,t, Tol,,~n o~ Doul:hold ~u'P'Polk Oounl:~, N~ York FC~.JNDATION LOC, ATION ~--~UR.~ ] AP~EP T/FOUNDATION ELEVATION HAP P~EPA~E]D CEf="f'. ¢, 2011 JULY 2~,, 2011 St,.ALE= I"=100' JOB NO. 2011-00'/2 121t~. 2002_02&&_OO2_2011_OO"12_foundc~f, lon_loc.c~f, lon I OF2 N S ,t6'-%o° 5HE~ , ~:LA~POLE / / Young & Young 400 Ostra~der Ave~e, Riverheac~ New York 11901 63 I- 727-2303 Howard ~. Young, Land Surveyor Thomas C. ggolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert C. Tast, Architect .GUt~.VEY FO~. JOHN F .I ZEI,4AN LOT 2 "I,4AI~K~ E~AXTE~" At E~vle~, Tomn oF 5ouf, holcl DuFFolk GounOd, N~ ~onk GOun~ Tox ~Op District IOOO Section ~ Block O~ Lot 5.~ FOUNI~ATION LOGATION .~:4J~VEY ADI2ED T/FOUNDATION ELEVATION 5EF~'r. ¢, 2OII MAP PF~PA~E~ J. JLY 2~5, 2Oli E 5C..ALE = I"=1OO' JOB NO. 2OII-OO"/2 ~5,. 2002_02&~_OO2_2011_OO"12_'~ounda~.lon_locaf4on N LE~EN]2 '. At~.EA = 2.3884 AO~.E5 UPLANP AREA = I.I-/¢1 · 5U~,i21V.I¢iON - "t,4At~.~ BAXTEI~" ~iLE~ IN THE OF THE OLE~I~ OF ~L~FFOL~. OOUNT~ ON NOV'. 14, AS FILE NO. Young & Young 400 Ostra~der Avenue, Riverhead, Ne~ York 63 ~-727-2303 Howard ~'. Young, Land Thomas C. rColpert, Professional Engineer Robert C. Ta~t, Architect ~]o..o 7'0// ~UI~VE¥ I=01~ JOHN t= IZEMAN LOT 2 "MAI~K. BAXTEt~," Al, Ba~Jvlem, Tomn oF ~u~hold ~Folk ~oun~, N~ ~ork ;oun~9 Tox ~op District I000 Section ~ Block O~ Lot 5.8 FINAL A,DI2E~ T/I=OUN~ATION ELEv'ATION MAP .JCrNB 22, 2012 ..lUL¥ 2¢, 2011 96.ALE: I"= I00' JOB IqO. 2011-00-t2 ]2l'~,~. 2002_02fp¢~,_OO2_2OIl_OO'"12_ro~nei~tlon_lo$~tlon I Of: 2 / N S ~0 o ~T0 ~ANITAR¥ HEA~Uf~IEHENT~ A B LF2 Young & Young 400 Ostrc~xder Avenue, Riverhead, New York ~90~ 63 ~- 727-2303 Ho~awd ~. Young, La~d S~eyor Thom~ C. Eolperi, ~ofes~onal Engineer Dougl~ E. Ada~, Professorial Engineer Robert C. T~t Architect ~URVE¥OR'~ GERTIF:IC. ATION FOR JOHN f= IZEMAN LOT 2 "HARK, BAXTER" t~2~vI¢1,,I, Tol,~n oF ~:2ut, holcl SuFFolk (.,ovnf.~J, lqe~ "fork ~oF~ District lO00 Section "/8 Block O-T Lot ~.~ FINAL ECJ~.VET' JJNE 2.2, 2012 A.~E~ T./FC~IN~ATION ELEVATION E:,EPT. 8,, 2011 HAP F~EPAt~ED JULY 2~,, 2011 ~ALE: P'=IO0' NO. 2011-00'/2 I~W~. 2002_02~_O02_2011_O0'12_'~o~n,ciaf. lon_locat:lon REScheck Software Version 4.3.1 Compliance Certificate Project Title: John Pdzeman Energy Code: 2007 He~ York Energy ConsewaUon Cor~'truction Code Location: Albany County, New Yo~ Construction Type: O*~ached I or 2 Family Heating Type: No~.EIectHc C-aaztog Ama Paroentage: 16% I-taating Degree Days: 68~4 ConstrucUon Site: OwnorlAgent: Southo{d, NY 11971 Designer/Contractor: Joseph Fischatti Engineer 1725 Hobart Road Soulhold, NY Compliance: 9.3% Better Than Code Maximum UA: 291 Your UA: 264 Ceiling 1: Flat Ceiling or Scissor Truss Sk34ight 1: Metal Frame wilh Thannel Breek:Double Pane with Low~E Wall 1: Woad Frame, 16' o.c. Window 1: Wode Frame:Doub//a Pane with Low-E Door 1: Solid Floor 1: Afl-Wood Joist/Truss:Over Uncondilioned Space 576 30.0 0.0 20 16 0.030 0 1953 19.0 0.0 98 30a 0:330 100 21 0.360 8 1160 30.0 0.0 38 The proposed building mpresentod in this document is consistal~ with this permit application. The proposed systems have been de Code requirements. When a Regiatered Design Proleesional has knowledge, belief, and professional Yans or specif 3naljudgmenL such I with the building plans, specifications, and other calculations submitted ned to meet the 2007 New York Energy Conservation Conatmc~on imped and signed this page, they are attesting that to the bust of his/her Sit tore Project Tilde: John Prizeman Report date: 09/20/10 Data fitaname: Untiltod.rck Page I of I 44'-0" ~ (2 ~- TOP ~ BOTTOM 10'-0" , lO'-O" I NCE FOR x ._,~-- , ,, 8 PILE~6OC(1OTON) ~ ~ ~ PILE G~DE BEAM A-A 5 ./. C) ~ 2'-0" AT FOUNDATION WALL ~ .... "' PIERS ._ R .... ~ BACKFILL ~,,,,~'"' VERTICLE I ~ I ~ 9 3'-0" ,' TOP OF PILE--~ CERTIFICATION OF NAILING & CONNECTIONS .4 ,J~EQ~IRED. R.OOO ZON~ COMPLY WITH CHAPTER 14~ FLOOD DAMAGE PREVEI~ 9OUTHOLD TOWN CODE OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ~X),NOT PROCEED WITH RAMING UNTIL SURVEY FEE: PURSUANT ~0 CHAPteR 236 NOTIFY BUILD 0F THE TOWN C0DE B~TO 4 ~ FOR THE 765-1802 FOLLOWING INSPECTIONS: 1, FOUNDATION' 1tNO REQUIRED FOR pOURED CONCRETE 2 ROUGH- F~AMING, PLUMEING, STRAPPING, ELECTRICAL & CAULKING 3 INSULATION 4, RNAL . CONSTRUCTION & ELECTRICAL MUST BE COMPETE FON C,O, ALL coNS'f~UCTION SMN.L MEET REQLtlREMENTS OF THE CODES OF NEW yORK STATE NOT RESPON~SLE DESIGN OR CONSTRUCTION COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SO,HOLD TO~ ZBA SOUTHOLD TOWN PLANNING BOARD __ ~ SOUTHOLD TOWN TRUSTEES ~'~ N,Y,S, DEC PLUMBEB CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY ' SOLDER USED IN WA TER SUPPLY SYSTEM, CANNOT EXCEED 2/fO of I% LEAD, ELECTRICAL INSPECTION REQUIRED PLUMBING ALL PLUMBING W~,~TE & WATER UNE$'NEED TESTING BEFORE COVERING I I ,,[' FO I.~ kjDATI Oki ~::t.& ki T -r D~c.- t<_ I- ! '-F 5:o% ~.' 0 ~ ¢:o~ 0 (.Z~_ur'l Iq Lx/,/.- .f I1 27.6~ .' 4-: qte ' t~OTTO H oF' m GENERAL NOTES CONSTRUCTION NOTES: WIND FRAMING NOTES FOUNDATION NOTES: FRAMING NOTES DECK AND COVERED PORCH NOTES: HVAC SYSTEM NOTES ELECTRICAL NOTES: NAILING SCHEDULE ROOF FRAMING: WALL FRAMING: FLOOR FRAMING: ROOF SHEATH ~G: CEILING SHEATHING: WALL SHEATHING: FLOOR SHEATHING: NOTES: PLAN CONTENTS: OCCUPANCY CLASSIFICAllON R3 RESIDENllAL BUIt~DiNG USE DWELLING BUILDING HEIGHT AT]ICS w/o STORAGE l0 ~ · DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 4-5 · - (U~ LOADS PSF) ROOMS (O~ER THAN SLFE3OING) 40 ROOMS (SLEEPING) 30 (SMOR[ & C02 DE~CTORS) SEE FLOOR PLANS CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: m ~HEA~R~ING LOCA~ION AT pANE]. ~ ~ IN ~ PM'F-L FIELD i~ ~ NOTES OCCUPANCY CLASSIFICA~]ON R5 RESIDENllAL BUIt~DING USE DWELLING BUILDING HEIGHT TOTAL SQ. FT. OF CONS]RUC'~ON ~RESCRIP'RVE AS PER N.Y.S. RE~IDEN~AL CONS~UC~ON CODE AND AT]lCS w/o STORAGE 10 DESIGN LOAD CALCULA~ONS ROOF (GROUND SNOW LOAD) 4-5 (U~ LOADS PSF) ROOMS (O~ER THAN SLFE3°ING) 40 ROOMS (SLEEPING) 30 RRE PROTEC~ON ~;M't I WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NOTES dAN 29 201I CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS RAP I bl~~ RIDGE TYPICAL RIDGE TO RAP i =R STRAPPING NOTCHED RAP ~ ~R RIDGE TYPICAL RIDGE BEAM TO RA~ i=R STRAPPING RAFTER TOP PLATE WALL STUD RA~=R TOP PLATE WALL STUD WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCA'-ION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAF I~_RS RAFTER-TO-WALL RT20 APPLY TO EACH RAf APPLY TO EACH RAFTER RAFTER-TO-PLATE RTl5 (USE WITH SPTH4 CONNECTOR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-1ST, FLOOR WALl KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-dACK STUD LSTA12 APPLY TO EACH dACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWI~ ANCHOR ADS$ APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE 1ST. FLOOR-UNDER-SiLL PLATE 4STA36 OR RS16-R (USE WITH 5" SQUARE WASHERS) USE THE FOLLOWING OR APFROVED LISP METAL CONNECTORS FOR PROPER WIND RESISTANT CC~Iu I ~UCTION. FOLLOW MANUFACTURE~ RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAX]MUM UPLIFT LOAD CAPACrIY, PROVIDE 1/2" SPACING BETWEEN THE END STUD I -~1 I ANCHOR BOLT CONNECTION AND THE 2 OTHER STUDS I [ I II FOR ALLOWING I I I ~1 CONNECT CORNER STUD HOLDDOWN INSTALLATION TO TRANSFER SHEAR 'ACE OR FO~JNOAIION) FASTEN WITH (2) 16d ATE TO COMMON NAILS @ 6' OmC. PAce OR USE WITH 3~3 SQUARE WASHERS SIDEWALL ~ '~ ENDWALL (usP LBPS58 OR TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAP I ~R TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION 2ND. FLOOR WALL STUD 2ND. FLOOR PLATE SUBFLOOR RIM BOARD 1ST. FLOOR TOP PLATES 1ST FLOOR WALL STUD JOIST FRAMING FLUSH WITH GIRDER/HEADER 1ST, FLOORWALLSTUD WOOD JOIST BLOCKING WOOD GIRDER JOIST FRAMING OVER WOOD GIRDER WOODJOIST GIRDER/HEADER WOOD JOIST KING STUDS CRIPPLE STUD HEADER JACKSTUDS TYPICAL HEADER CONNECTION T~PICAL MULTI-STORY CONNECTIONS b 1ST. FLOOR PLATE SUBFLOOR SILL GASKET DOUBLE JOIST DOUBLE JOIST FOUNDATION WALL FOUNDATION DOU_RLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1 ST. FLOOR TO FOUNDATION CONNECTIONS ~J DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS RAFTE~ RIDGE~ POST/COLUMN GIRDER/HEADER TO POST/COLUMN TYPICAL RIDGE TO RAFTER STRAPPING GIRDER/HEADER ~ CONNECTION RAFTER WA NN CTION POST- RIM/DECK dOIS~ RAFTER HEADER ALTERNATIVE RAFTER TO HEADER CONNECTION STAIR TREA~~ RIM B 0 A R E~::~:~-/~ STRINGER ~-..~ STRINGER TO DECK/PORCH CONNECTION WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION 4x4 POST TO F 6x6 POST 4x4 POST TQ 6x6 POST T£ POST/COLUM STAIR STRIN6 ~ TO RAFTER TO Lt }GER POST TO DECK/PORCH CONNECTION GIRDER/HEADE g~ GIRDER/HEAD IM POST/COLL JOIST POST/COLUM~ GIRDER/HEADER JOIST TO GIRDER/HEADER CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER CONCRETE PIER 1 2"xl 2"xl 2" GIRDER/HEADER TO POST/COLUMN gONN~C~ON POST-& FOOT~ CONCRETE GIR;OOD JOl~~ dOIST FRAMING FLUSH WITH ~)QA3]ON PART NUMBER NOTES FOQTIN(~ ANCHOR PAU44 OR WE44 PAU44: USE w/ MIN. 1/2" DIA. x 7" ANCHOR B( FOOTING ANCHOR PAU66 OR WE66 PAU66: USE w/ MIN. 1/2' DIA. x 7" ANCHOR B( G~RDER/HEADER )BS~- / PBSE~-4 / KC44 USE ONE TYPE FOR EACH POST G~RDEE/HEADER PBS66 / PBSE66 / KC66 USE ONE TYPE FOR EACH POST TO GIRDER/HEADER LSTA12 OR LSTA24 USE (2~ FOR EACH POST/COLUMN R CONNECTION 1MU26 OR MPA1 USE ON EaCh STRINGER TO HEADER TYDOWN RTl5 USE FOR EACH RAT I~_R USE ON EACH RAFIER. MPA1 USE ONLY }GER BOARD TMU26 OR MPA1 WHERE 1MU26 CAN NOT BE USED F( I-OW MANUF^CIURE'$ RECOMENDE~ INSTALLATION INSTRUCTIONS TO ACHIEVE MA~JMUM UPUFT LOAD CAPACITY. NAILING SCHEDULE ROOF FRAMING: POST TO FOOTING CONNECTION GIRDER TO CONCRETE PIER CONNECTION WALL FRAMING: DECK JOIST FI~ ~'IINGi.' JOINT DESCRIFTION ~. NO1~S DECK AND COVERED PORCH NOII:$: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GIRDER/HEADER F OOD ZONk CONSTRUC ON AS PER N.Y.S. RES. CODE R327 OPEN FLOOD VENT BLOCK OR POURED INSTALLATION INSTRUCTIONS 16-1/4" ROUGH OPENING EXTERIOR REMOVED 15-1/4" EXTERIOR VIEW 186-1 ~ ~DE ROUI OPENB -- IE OPEN SHOWN OPE IN FRAME GO BEHIND WALL 1 AND CAN BE BROKEN OFFMAX AT SLOTS TO AVOID / OBSTRUCTIONS FIN GRAD SIDE SECTION VIEW INTERIOR UPPER STRAPS BEHIND WALL ALTERNATE SIDE STRAPS BEHIND WALL t 2"x 15-1/4" OPEN ~"x 15-1/4" OPEN r-BOTTOM STRAPS BEHIND WALL · Prepare a CLEAN 16-1/4 wide by 8-1/4 ,b~g,h roucj.h o, pe,nlng for each vent (1 black wide x 1 b ack h gh) with the bottom of the hole no mor~ then 12 aD.o. ve ~nisnea grade. 2. Measure wall thickness and bend (,more than 90) 4 straps at nearest slot to the measurement from pointec 5. Remove door from frame. (turn upside down rotate bottom of door outward and slide out of slots) 4. Insert two straps into two top sets of slots in frame from rear. After pushing teeth through rear set slots ONLY PUSH STRAPS ONE CLICK INTO FRONT SLOTS. Strap_s should have bent legs pointing up. 5. Caulk may be applied behind front frame flanc, le. Tilt frame so top goes into wall opening first with strap le going behind wall above opening. Push frame into opening so front flange is tight to face of wall. 6. Reach throuqh frame opening and install two bent straps through two b~tt~m sets of slots n fro_me, trQpp r between front flange and bent strap. Squeeze all straps bght. Frame should be flush to wa face and secure 7. Check that frame is square and slots are clear of debrrs, mortar and caulk 8. Install door into frame by grasping bottom of door ('with plastic pins) and front ('with smaller sguares) facim Slide door into frame such that metal pins on each side slide into slots on sdes of frame. Let the door slide followinq the path of the slots, until they are at the bottom of the slots in the dimples. 9. Let [he bottom of the door go so that the door rotates down into the frame. Check that door is latched end. ]s wall ~oP~n ~n both 1.1 SUMMARY A. This Section includes 1. Flood vents 1.2 QUALITY ASSURANCE A. Conforms to applicable BOCA, SBCCI, ICBO, unit masonry assemblies consisting of the following: and ICC code for automatic flood venting requirements. PART 2 - PRODUCTS 2.1 FLOOD VENTS A. General: Provide automatic opening two-way single height and double height vent activated by flood waters to relieve unbalanced lateral forces on foundation walls. B. Minimum Opening: Ability to pass objects up to 3 inches (75 mm) in diameter. C. Size: Designed to fit openings is modular masonry construction. 1. Single Height: 16 x 8 inches (400 x 200 mm). 2. Double Height: 16 x 16 inches (400 x 400 mm). D. Frame, Vent, and Louver Material: Stainless steel, Type ~16, formed end welded construction. E. Vent: Pivoting, solid insulated face, perforated face for ventilation, removable. 1. Free Area (Ventilation): 1/4 inch (6 mm) square perforations; single: 50 sq. in. (0.0.32 sq. m.), double: 100 sq. in. (0.064 sq. m.). Free Area (Flood Relief): single 200 sq. in. (0.129 sq. m.), double: Louvers: Automatic ventilation louvers with bimetal operator. EXECUqON VENT 5. 4. Vent Operation: Sealed float releases vent F. Installation Anchors: Stainless steel straps, G. Maintenance Tools: Requires thin H. Products: Subject to compliance 1. Smart VENT manufactured PART 5 - ~.1 FLOOB 400 sq. in. (0.258 sq. m.). on rising and falling water. four for each vent. No installation blade to release float pins. with requirements, provide one by Smart VENT, Inc. .~. General: Install flood slaeSperimeter, maximum B. Install one single height flood vent for every 200 sq. C. Install one double height flood vent for every 400 sq. D. Adjust flood vents for proper operation. tools required. of the following: vents in accordance with manufacturer's instructions, spaced evenly around foundation 12 inches above grade to bottom of vent. ft. of enclosed space below flood plain. ft. of enclosed space below flood plain.