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Home My WebLink About34403-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34008 I~ate: 10/14/09 THIS CERTIFIES that the building ACCESSORY Location of Property: 5240 NARROW RIVER RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 27 Block 2 Lot 4 Subdivision Filed Map NO. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 7, 2008 pursuant to which Building Permit No. 34403-Z dated JANUARY 27, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY UNHEATED GARAGE/STORAGE BUILDING AS APPLIED FOR. The certificate is issued to FRED DACIMO of the aforesaid building. (OWNER) S~P~DLK~%V~yDEPAR~T~TOF}~AL~{~PROI~%L N/A BI~IC3~L c~KTIFIC3%~ NO. 11240 09/29/09 PL~ u~KTIFIC3~TION DA'r~ N/A ~a' ~, o~i'z e/S ig~a ~r e Rev. 1/81 Form No. 6 TO~ OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY OCT 7 2009 BLDG. DEPT. )'OWN OF SOUTHOLD This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residanees and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. New Construction: LoCation of Property: ~ '~ 'q- ~ HOuse No. Owner or Owners of Property: )~ ~'~ ~)~ ~'/,~z ~ Suffolk County Tax Map No 1000, Section 2~ '7 Block C. Fees t. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 ld or Pre-existing Building: (check one) Street Hamlet Lot ~ 4-~ Subdivision Permit No. ~ ~e~ ,~t/9,5 ~ Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ,~~-~Sp' Filed Map. Lot: [/~?~q Applicant: d~'a'/zF~'~.///. ~7'~d~'~' Underwriters Approval: '7~ ! [ ~ 4~ Final Certificate: //'(check one) J Applicant'Signature 40 Nottingham Drive, Middle Island, NY 11953 Telephone:6314958136 · Fax:6319806455 · E-Mail:SBEIGS@gmaiLcom CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rough In Inspection Date: Application No.: 3IM SAGE ELECTRIC, September 29,2009 11240 Certificate No.: Final Inspection Date: Building Permit No.; 11240 September 29,2009 County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: FRED DACIMO Site Location: DACTMO, NARROW RTVER ROAD, ORZENT, NY 11957 Owner's Address (if different): Residential Indoor Basement Service Shed Commercial Outdoor . . First Floor Pool Hottub New Renovation _ Second Floor Attic Garage Addition Survey Other: INVENTORY Single Phase 300a Heat Duplex Recpt 34 Ceiling Fixture HID Fixtures Three Phase Hot Water GFCI Recpt Wall Fixture 7 Smoke Main Panel 1-150 AC Cond Single Recpt Recessed Fixture 10 CO Detect Sub Panel AC Blower Range Recpt FIourescent 6 Pumps Transformer Appliances D,yer Re=pt Emergency Time Clock Other Equipment: 300a ug service fed w~th 350mcm and 4/0 cu The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: JIM SAGE ELECTRIC, INC Inspected By: Gene Surdi License No.: 3635E Date Of Certificate: Sap 30,2009 James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ohosio, Jr. 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 SOUTHOLD CERTIFICATE OF COMPLIANCE #_0474C Date: October 2 2009 THIS CERTIFIES that the demolition of existing buildi~ng and construction of new I story ~ragedstorage building At 5520 Narrow River Road, Orient, Now York Suffolk Coanty Tax Map # 27-2-4 Conforms to the applieatlans for a Trustees Permit heretofore Fried in this office Dated 9/24/08 pursuant to which Trustees Wetland Permit # 6988 Dated 10/15/08 was issued and eanform~ to all of the requirements and conditions of the applicable provisions of law. The project for which this eertlfieate is being issued is for the _demolition of exi.qfing building and construction of new 1 1/2 story The certificate is issued to FRED DAC1MO owner of the aforesaid property. Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII~ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34403 Z Date JANUARY 27, 2009 Permission is hereby granted to: FRED DACIMO 5520 NARROW RIVER ROAD ORIENT,NY 11957 for : CONSTRUCT UNHEATED GARAGE/STORAGE BLDG, LIMITED TO PARKING OF VEHICr.~S, LIMITED STOR3kGE & BLDG. ACCESS AS APPLIED FOR; FLOOD PERMIT INCL. at premises located at County Tax Map No. 473889 Section 027 pu~sua~lt to application dated JANUARY Building Inspector to e~ire on JULY 5240 NARROW RIVER RD ORIENT Block 0002 Lot No. 004 7, 2009 and approved by the 27, 2010. Fee $ 640.00 Authorized Signature Rev. 5/8/02 ORIGINAL October 6, 2009 Fred Dacimo 5520 Narrow River Rd. Orient, NY 11957 OCT 7 200g BLDG. BEPI. TOWN O~ SODIHOLD Town of Southold Building Department Dear Building Inspector: I am writing in response to your inquiry regarding the number of electrical outlets in the upstairs area of our new garage/storage building. This upstairs area will be used for miscellaneous storage. I plan to set up some shelving, although I am not sure of the location yet. Among other things, I plan to store the following items that require electricity: · customer & personal marine electronics (including many handheld items which require charging) · cordless tools and chargers for miscellaneous tools which require charging · compact frig/freezer for bait & ice for fishing (for personal use) · cordless telephone Additionally, I plan to store miscellaneous marine items (canvas, bimini tops, cushions, sails, coolers, etc.). There will also be some equipment and parts stored in that area. As there may be MANY bins/boxes of abovementioned items, I want flexibility in where to place them without worrying about whether or not I am blocking an electric outlet that I really need to use. It has been my experience, both in my house and other outbuildings on my property, that there are normally never enough outlets for what you need. I wanted to be sure I have ample outlets so that I do not need to run extension cords. I hope that this addresses your concern and answers your questions. Thank you for your assistance. Sincerely, Fred Dacimo cc: G. Strang, Architect TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION REMARKS: DATE ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOJJNDATION 2ND [ ] INSULATION [ ~F~MING~~ []FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]F~NDATION2ND [ ] INSULATION / [ ,,/] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE FIELD INSPECTION REPORT I DATE I COMMENTS FOUNDATION (2ND) PLUMBING INSULATION PER N. Y. STATE ENERGY CODE ~DITION~ CO~ENTS TOWN OF SOUTHOLD BUILDING DEPARTMEN~ TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined Approved Disapproved a/c Expiration 1 "7,2o lO PERMIT NO. ~/c//Oj ~ Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval SurveK Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS d4x2. ? ,20 aB a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of th/s application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections ~//~ ,~"~ ~ /' (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~ ~~-b9 ~/~ ~ L ~ ~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. //~Jd 7~ ..~'~'~ r'c:"F Plumbers License No. ~ ~ Electricians License No. / ' Other Trade's License No. /~ JAN 0 7 2003 BY: ..... 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section Subdivision Hamlet Block ~ Lot Filed Map No. Lot 3. Nature of work (check which applicable): New Building ~ Addition Repair Removal Demolition J Other Work 4. Estimated Cost ~ [ ~/¢ ,/rF'~&) Fee State existing use and occupancy of pr~nnises~ and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy If dwelling, number of dwelling units If garage, number of cars 49 7. Dimensions of existing structures, if any: Front Height ! ~ ' Number of Stories Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of use. Rear r-2.,t2 r~__ Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Depth 8. Dimensions of entire new construction: Front ~ Height ,~ ~ ' Number of Stories Rear Rear 9. Size oflot: Front 4~.~-'?g/ /o¢~ Rear ~P'~ ~-~o _Depth .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /~ - ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES __ NO J 13. Will lot be re-graded? YES__ NO ~Will excess fill be removed from premises? YES v~NO__ 14. Names of Owner of premises p~era g;?~,--~ o Name of Architect ~7'-,,~,4r,t., ,~- Address .-~vz,'f?,za~-~' A.,?. Phone No Name of Contractor /¢2d7~ '5'r'~ r~"F-¢',~ Address × Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES P/NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES /~ NO __ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Address 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__ NO / · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ~',~k ~ ~ ,~z ~'/~/~ ~->,,e'.~ .-~'~-~. being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (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 this ~'7TM day of ~7-A ~' c/,* ,~ ~ 20 O? ~ Nota~ Public ' Barbara A. Strang NOTARY PUBLIC, New York No. 4730095 ~ Qua!fi!ed - n,,fir}lk County. ~ Comm. ' ' ." ~ , ,..~ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-00686/00013 i October 27, 2008 FAC L TY/PROG M NUMBER(S) PERMIT XP . T,ON DATE(S) Under the Environmental October 26, 2013 Con~ervaBon Law TYPE OF PERMIT · New [] Renewal [] Modification [] Pem~it to Construct [] Permit to Operate [] Article 15, Title 5: Protection of Waters [] Article 15, Title 15: Water Supply [] Article 15, Title 15: Water Transport D Article 15, Title 15: Long Island Walls [] Article 15, Title 27: Wild, Scenic and Recreational Riyers [] 6NYCRR 608: Water Quality Certification PERMIT ISSUED TO Fred Dacimo [] Article 17, Titles 7, 8: SPDES [] Article 19: Air Pollution Control [] Article 23, Title 27: Mined Land Reclamation [] Article 24: Freshwater Wetlands · Article 25: Tidal Wetlands D 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 ITELEPHONE NUMBER (631) 323-2660 ADDRESS OF PERM~TTEE 5520 Narrow River Road, Orient, NY 11957 CONTACT PERSON FOR PERMITFED WORK Garrett A. Strang, Architect, P.O. Box 1412, Southold, NY 11971-0938 NAME AND ADDRESS OF PROJECT/FACILITY JTELEPHONE NUMBER (631) 765-5455 5520 Narrow River Road, Orient COUNTY TOWN Suffolk Southold SCTM # 1000.27-2-4 JWATERCOURSE Hallock's Bay DESCRIPTION OF AUTHORIZED ACTIVITY: JNYTM COORDINATES E:728.121 N:4557.563 Removal of existing one story storage building and construction of a 20' x 40' one and a half story building, All work must be in accordance with the attached plans prepared by Robert H. Fox, last revised on 9/9/2008 and stamped NYSDEC approved 10/27/2008. 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.JAckerman (GRZ) AUTH~,~D S iG N~.~ IADDRESS Region 1 Headquarters, SUNY @ Stony Brook, 50 Circle Road, Stony Brook~ NY 11790-3409 I DATE October 24, 2008 Page 1 of 4 F~.U o~ llYiDEO ~ /~,/~ ROBERT H. FOX NYS PLS~ 50197 POBox #366 ~quebogue New Ymk 11931 !,BOARD OF SOUTHOLD TOWN TRUSTEES i 'SOUTHOLD, NEW YORK PERMIT NO. 6988 ~ iSSUED TO: ~ FRED DACIMO DATE: OCTOBER 15~ 2008 PROPERTY ADDRESS: 5520 NARROW RIVER RAOD~ ORIENT SCTM# 27-2-4 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 Trnstees adopted at the meeting held on October 15. 2008. and In conslderat~lon of application fee m the sum of $250,00 prod by Fred Dacnno and subject ~ the Tei'ms'~l c6h~lifi~'as ~tat~d in the Res01ufiOn, the S0uth01d Town Board 0f Trustees authorizes and permits the following: Wetland Permit to demolish an existing One-story storage building 18'x26' and replace it with a new I ~A story garage/storage building 20'x40' in the same Ibcation, with the condition of the installation of gutters: J?ders and drywells to contain roof runoff and in accordance with Chapter 236 0f~e Town Code-Storm Water Runoff, and as depicted on the site plan prepared by Robert H. Fox, last dated August 31, 2008, and received on September 24, 2008. IN WITNESS WHEREOF, the said Board of Trnstees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. James Absent TOWN OF $OUTHOLD ROBERT H. FO~ NYS POS//' 50197 POBox #366 New York 11931 O To w.n _of Southold E~::si~,~:c,c~S~e~..dl~e::atlon & Storm-Water Run-off A--I=$SMEN? FOR;.' Z ~ ~ '4" _T_H_B_ _FOLLOWING ACTIONS rd~,,¥ REQUIRE THI~ SUB"~,_~!O, OF a Item Number: (NOTE: A Check Ma,'k (~') for each Question Is Required for a Complete App{Ication) Yes No Wifl this Prelect Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall oq Site'~ (This item Mil include att r0n.off created by sito eteaflng andh~'coasbu~on a~vities as w~ ~ ail Site Irep~'ovemente and the permanent cma'don oglmpervfoes surfaces.) D°es the Site Pten and/or Su~'ey Show AIl Propoced Drainage Slruetures indlca~ng Size & Locati~.~? This Rare sha~l include e2[ Proposed Grade Cllatlges and Slopes Combatting Surface WaterFtewl Will this Project Require any Land Filling, Grading or Excava~Jce where there is a cha~e to the Nalur-~[ Existing Grade Involving rmo~e than 200 Cubic Yawls of Materiel w~t his any' Pamct ? Wil~ this Application Require [and Disturbing Acfivffies Encompassfng an Area in Excess of Five Thousand (5,000) Square Fee of Ground Surface? Is them a Natur~ Wa~er Doume Runr~ through Ihe Site? I$ this Project within the Trustees Jurisd~.,fion er vd~hln ~e Hundred (100') feet of a Wefla~l ~ Beach? W*dl there be Site prepam~fon on Exisltn§ Grade Slopes which Exceed FJltoen (~5) feet of Vertical Rise to One Hundred (100'] of Horizontal D[slance? Will Ddvew'ays, Parking Areas ~ other Impel-taus Surfaces b~ S~d to Direct Storm-Water RunOff into and/or In the dlrectte~ o f a Town 8ght-oFway? Will lhls Proiect Req uire the Ptecement of MetefiMi Rereos~al of VegetoUon and/or the Constructten of any Item Within the Town Right-of-Way or Road Shoulde~ Area'/ (This item will NOT Include the tostalgatlon of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred 100) Year Floodplain of any Watercourse9 NOTE: If Pray Answer to Questions One through Nine Is Answered with a Check Mark In the Bex, a Storm-Water, Grading, Drainage & Es'~sion Control Plan is Required and Mu~t be Subre[tted for Review Pr[or to Issuance of Any Building Perretfl EXEMPTiONt Does this project meet the minimum standards for classification aa an Agfic~lluml Project? Note: ~fY~uAnsweredYe~t~hteQue~n~aSt~rm-Water~Gra~te~Dr&toage&Eres~nC~ntm~P~anteN~TRequ~redI Yes No SWA'r~ O~ ~W YO~:, COUNTY O~ ~..~e!..~...... SS ~ ~,~ ~/~ i~ ~ ............................................. ~<~.~.~.~ ............................................. O~er ~or rep~s~five of ~e ~ner of Owns's, ~d b duly au~odzd to perform or have pcffo~ed ~e s~d work ~d ~ L12~C ~d file ~is ap~icafion; ~t ~1 s~tcmen~ con~ in ~is appli~fion a~ ~e ~ ~e ~st offs ~o~ ~d ~lief; ~d · at ~e wo~ ~11 bc ~ffonned in ~e m~ner set for~ in ~e applic~on filed hem~. Sworn to ~fore me ~is; ............................................... ~%or ............................................. ~0.~.~ ~o~ ~,i~: ~ ~ /~ ~ - · ;~'~ .................................................................... FORM - 06~07 ,'NOTARY PUbLiC, New York - No. 4730095 .... Qualified: Suffolk Coun~ ............... Corem. Expires July 31, ~[D ~rDITH T. TER.RY TOWN C LEILK OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall. 53095 Mare Road P.O. Box 117I1 SouJJJoJd. Ncw Yt~rk J il)TI Fax (5161 765-182t Telephone ~5161 765-1801 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 two (2) new forms to be used under the of the Code of the Town of Southold: Application" [FDP(93)], and "Certificate Special Flood Hazard Area [C/C(93)]. Town of Southold hereby adopts Flood Damage Prevent regulations "Floodplain Development Permit of Compliance for Development in BLGG. D,: ~'.. ; TOWN,gF S0.trm0~L~ , [ Southold Town Clerk August 25, 1993 TOWN OF SOUTHOLD APPLICATION # PAGE 1 ot 4 FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read a.ud sign): 1. No work may start until a permit is i~ued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is i.~und. 5. The permit will expire if no work is commenced within six montM of issuance. 6. Applicant i~ hereby informed that other permits may be requlxed to fulfill local, state and federal regulatory requirements. · 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make /easonable in~pectiom required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS *0 . THIS APPLICATION ARE, TO THE BEST~OF MY KNOW~EDGE, TRUE AND ACCURATE. SECTION 2: PROPQSED DEVELOPMENT (To bc completed bv APPLICAh~T) APPLICANT BUILDER NAME ADDRESS Tlxl V. PHON1E To avoid delay in pro<easing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known lancknark. A sketch attached to this application showing the project location would be helpful. FDP(93) APPLICATION PAGE 2 OF ,a DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTUKAL DEVELOPMENT ACTIVITY ~Ncw Structure [] Addition [] Alteration []~l~location ffD~molition [W'Replacament STRUCTURE TYPE [] Residential (1-4 Family) ~o [3 Residential (More than 4 F~::~ily) n-residential (Floodproot-mg7 lB' Yes) [] Combined Use (Residential & Commerdal) [] Manufactured (Mobile) Home (In Manu- factured Home Park? [] Yes) ESTIMATED COST OF PROJECT B. OTHER DEVELOPMENT ACTIVITIES: 12 Fill [] Mining [] Drilling [] Grading [] Excavation (Except for Structural Development Checked Above) · [] Watercourse Alteration (Including Dredging and Channel Modifications) [] Drainage Improvemen~ (Including Culvert Work) [] Road, Street or Bridge Construction [] Subdivision (New or Expansion) [] Individual Water or Sewer System Fl Other (Please Specify) After completing SEUI'ION 2, APPLICANT should submit form to Local Adm~i~trator for review. SECTION 3: FLOQDPL~.IN DETERMINATION {To Be completed bv LOCAL ADMINISTRATOR) The proposed development N located on FIRM Panel No. , Dated The Proposed Development: [] Is NOT located in a Special Flood Hazard Area (Notify d,e applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT pERMIT IS REQUIRED). [] I$ located in a Special Flood Hu?ard Area. FIRM zone designation is 100-Year flood elevation at the site i~: Ft. NGVD (MSL) [] Unavailable The proposed development is located in a floodway. FBFM Pancl No. Dated [] See Section 4 for additional instructions. SIGNED DATE APPLICATION # PAGE 2, OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To be completed bv LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before thc application can be processed: [] A site plan showing the location of all existing structures, water bodies, adjacent roads, lot d~mensions and proposed development. [] Development plans, drawn to scale, and spedfications, including where applicable: details for a~choring structures, proposed elevation of lowest floor (including basement), type~ of water resistant materials used below the f~rst floor, details of floodproo£mg of utilities located below the fu'st floor and details of enclosures betow the f~rst floor. Al.so, [] Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). [] Plans showing the extent of watercourse relocation and/or landform alterations. [] Top of new f'~ elevation Ft. NGVD (MSL). [] Floodproo£mg protection level (non-residential only) Ft. NGVD (MSL). For floodproofed structures, applicant mu.st attach certification from registered engineer or [] Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calcuJations supporting thi~ Finding must also be submitted. [] Other: SECTION 5: PERMIT DETERMINATION (To be comnleted bY L0¢AL ADMINISTRATOR) I have determined that the proposed activity:. A. r3 Is B. I'q Is not in conformance with provisions of Local Law #__, 19__. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , D)kTE If BOX A is checked~, the Local Administrator may issue a Development Permit upon payment of designated If BQX B is checked the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPEALS: Appealed to Board of Appeals7 [] Yes [] No Hearing date: Appeals Board Decision --- Approved? [] Yes Conditions [] No APPLICATION PAGE 4 OF 4 SECTION 6: AS-BUILT ELEVATIONS (To be submitted bv APPLICANT before Certificate Of Compliance is issued} The following information must be provided for project structures. This section must be completed bY a registered professional engineer or a licensed land surveyor (or attach a certification to th~ application). Complete 1 or 2 below. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal Hi,th Hazard Areas, bottom o£ lowest structural member of the lowest floor, excluding piling and columns) Fr. NGVD (MSL). 2. Actual (As-Built) Elevation of floodpruo£mg protection FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applica.ut. SECTION 7: COMPLIANCE ACTION (To be completed bv LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance w/th the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? [] YES [] NO DATE BY DEFICIENCIES? [] YES [2] NO DATE BY DEFICIENCIES7 [] YES [] NO SECTION 8: CERTIFICATE OF COMPLIANCE(To be comt~leted bv IX)GAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HA27_,AILD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: [] NEW BUILDING [] EXISTING BUILDING [3 VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS LOCAL LAW # , 19__, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: OF C/C(93) Plan of Property Map Prepared: 05-09-05 Amended: 05-19-08, 08-31-08 SCT# 1000-27-2-4 Situate: Orient Town: Southold Suffolk County, NY Datum: MSL NGVD'29 NOTES Exis~inc] ElevaUons shoHn ~;hus (5.1) (are re}erenced ko HSL N®Vig'2q Flood Zone (anno~(a~ed from FIRH Hop ~ ~610~0OO68 S P~rcel resides outside bhe Co~5bQI Ecoslon H~zQcd AreQ Reference Deed L. IO64~ P. 38~ Im ermeobl¢ % Covcro cs Exi~[in~ ~ildings: ~ s~ Pool, ~eds, Pd~io = 2,ql8 s~ To~l Exls~ing = IO~88 Exls~in9 Lo~ Coverage 71534% s Proposed ~ildlng Exp. = ~ s~ Tob~l Proposed Eo~ Coverage = IO~8 s~ or 15.8~% 3,. C%.o 0 s~ roo~ OVer ~Oter rOo~ OVer S83°14'48"E 126.81, o~ ROBERT H. FOX NYS PIS.//' 50197 POBox #366 New York 11931 FOUNDATION NOTES : 1. Alt footings shell b~lr upon undls~ur. ~b~. soil h~lng mn m~sum~l b~arlng capacity of 4,000 p.s.f. / / // '+ NOTE: Contractor to provide and install V$" d~ameter by 10" long (mimmum) galvanized anchor bolts for P.C. foundations or 18" long {minimum) galvaruzed anchor bolts for C.M.U, foundations with 3" x 3" x V," washers and properly sized nuts spaced no greater than 6'- 0" on center wflh a minimum penetration of 7" into concrete or t5" into C.M.U. Anchor bolts t~ be placed 4" in from face of foundation wall, 12" max. from comers and 6"min.- 12" max. from ends ~ r spNces oi' plates. L .4 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. UNDERWRITERS CERTIFICATE ' .,-"~EQUI~ED GARRETT A. STRANG , architect 1230 Traveler Street Southold N.Y. 11971 631 -765- 5:456 OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY APPROVED AS NOTED NOTIFY BUILDING D::r,'L ,~ I -- AT I. FOUNDATION - T", ~ _D 2. ROUGH · FPAMJNL , NG 3, INSULATION 4. FINAL - CONSTF: :~':UST SE COMPLETE ~ , ALL CONSTRUCTION SR~tL MEET THE REQUIREMENTS OF THE CODES OF NEW YORN STATE. NOT R~SPUNSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. NOTE: CONTRACTOR MUST REFER TO MANUFACTURERS FLOOR JOIST AND GIRDER LAYOUT PLAN FOR ACTUAL SIZES AND PLACEMENT OF FRAMING MEMBERS IN COORDINATION WITH ARCHITECTURAL DRAWINGS. NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIE" SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 1230 Traveler Street Southo~d N.Y. 11971 d~ 0[5244 ~ 631 - 765 - 5455 D.^W."* ~, /,_._ <=, NOTE: EVERY ROOF FRAMING MEMBER ML~ST HAVE A HIGH WING RE$/STANT MI:CNANICAL CONNI:CTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY :'SIMPBON STRONG TIE" SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. NOTE: ® ® NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE I~EQUIRED, MUST BE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. NOTE: CONTRACTOR MUST REFER TO MANUFACTURERS FLOOR JOIST AND GIRDER LAYOUT PLAN FOR ACTUAL SIZES AND PLACEMENT OF FRAMING MEMBERS IN COORDINATION WITH ARCHITECTURAL DRAWINGS. CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH oPENINGS. GARRETT Al, STRANG architect 1230 Traveler Street Southold N.Y. 11971 631-765-5455 NOTE: ALL JOINT8 BETWEEN SIDING AND CORNERSOARDS oR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION OF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING. NOTE: INSTALLATION OF ANY PVC TRIM BOARD MATERIAL MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH GLUE AS PER THE MANUFACTURERS SPECIFICATIONS. ANY MATERIAL FOUND TO BE IMPROPERLY INSTALLED, WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. NOTE' PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRACE OR GAF "STORM GUARD" AT ALL RAKE LOGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. CONT~CTOR MUST CONFIRM WITH OWNER THE E~CT MANUFACTURER AND S~ OF ~L WINDOW8 ~D DOORS, PRIOR TO F~MING ANY ROUGH OPENINGS. ~ / ~/~ ~ ¢ ~ ~ ~ ~J -- - NO~:EVERYROOFF__iNOME,BERMUST~VEA,iOH~NORES~TA~MEC~iCAL : ~J~l ' 1230 Traveler StreetS CONNEXION ~E TO THE SUP~R~N6 ~P PBTE OR CONNECTORS MUST BE G~V~EEO OR 8TAINt8 S~ ~ ~UFAC~RED BY ~~ 6 3 1 - 7 6 5 - 5 "SIMEON STRONG ~E" S~ED AND IBT~I i SPECIFICATIONS, 1230 Traveler Street Southold N.Y. 11971 0t5244 ~ 631 - 765 - 5455 NOTE: ALL JOINTS BETWEEN SIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE BACKCAULKED DURING INSTALLATION qF SIDING AND FACECAULKED PRIOR TO PAINTING OR STAINING. P NOTE: NOTE: NOTE: NOTE: INSTALLATION OF ANY PVC TRIM BOARD MATERL~L MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. All JOINTS MUST BE PROPERLY FASTENED WITH GLUE AS PER THE MANUFACTURERS SPEClFICATIqNS. ANY MATERIAL FOUND TO BE IMPROPERLY INSTALLED~ WILL BE REPLACED AT THE CONTRACTORS OWN EXPENSE. PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRACE OR GAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT'M~UFACTURER AND 81ZE OF ALL W~NDOWS AND DOORS, PRIOR TO FRAMING ANy ROUGH OPENINGS. SPECIFICATIONS. EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANTMECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY "SIMPSON STRONG TIE" SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS 1230 TraveLer6'31Street-Y65 -'s°uth°ld5455 N.Y. 11971 NOTE: PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRACE OR GAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS, AND CHANGES IN ROOF PITCH. NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OFALL WINDOW8 AND DOORS, PR[OR TO FRAMtNG ANY ROUGH OPENINGS, NOTE: CONTRACTOR MUST REFER TO MANUFACTURERS FLOOR JOIST AND GIRDER LAYOUT PLAN FOR ACTUAL SIZES AND PLACEMENT OF FRAMING MEMBERS IN COORDINATION WITH ARCHITECTURAL DRAWINGS, NOTE: ALL POSTS SHOWN ON THE DRAWINGS OR OTHERWISE REQUIRED, MUST BE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL COLUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED DY "SIMPSON STRONG TIE" SIZED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONB. 1230 Traveler Street Southo[d N.Y. 11971 ~-~z-~ ~,~ ~.~.,/,~ L631:-765- 5455 CROSS SECTION END VIEW UPLIFT CONNECTIONS NOT TO SCALE CROSS SECTION END ,VIEW LATERAL ,FRAMING CONNECTIONS NOT TO SCALE HIGH WIND ZONE CO ~INECTOR SCHEDULE LOCATION MANUFACTURER/ MODEL # ' MATERIAL/FINISH PRODUCT RAFTER TO SIMPSON STRONG-TIE LSTA21 20 GA METAL STRAP TIE RAFTER (~ RIDGE Z-MAX COATED RAFTER TO TOP SIMPSON STRONG-TIE H 2 18 GA METAL HURRICANE TIE PLATE TO STUD Z-MAX COATED RAFTER TO SIMPSON STRONG-TIE H 10 OR 18 GA METAL HURRICANE TIE TOP PLATE H 10-2 Z-MAX COATED TOP PLATE SIMPSON STRONG-TIE H 8 18 GA METAL HURRICANE TIE TO STUD Z-MAX COATED STUD TO BOX SIMPSON STRONG-TIE MSTA36 IS GA METAL STRAP TIE ~EAM TO STUD Z-MAX OOATED STUD TO BOX StMPSON STRONG-TIE MSTA3a 16 GA METAL STRAP TIE BEAM AND PLATE Z-MAX COATED STUD TO BOX SIMPSON STRONG-TIE MSTA36 16 GA METAL STRAP 'fiE BEAM AND SiLL Z-MAX OOATED DECK JOISTS TO SIM PSON STRONG-TIE MTS 12 16 GA METAL TWIST STRAPS DECK GIRDER Z-MAX COATED DECK GIRDER TO 2 - 5/8" DIA. GALV. MACHINE POST BOLTS~ NUTS & WASHERS DECK POST TO SIMPSON STRONG-TIE PBS 66 t2 GA. SASE, 12 GA. STRAP, CONC, FOOTING POST BAS~ STAINLESS STEEL VERTICAL S~M PSON STRONG-TIE PHDS-SDS3 14 GA. METAL HOLDOWN HOLDOWN Z~MAX COATED . NAILING SCHEDULE JOINT DESCRIPTION NUMBER I NAIL SPACING OF NAILS ROOF FRAMING rAFTER TO TOP PLATE (toe nailed) 16" SPACING, S' WALL HEIGHT 3. Sd PER RAFTER CEILING JOIST TO TOP PLATE (t~ naiIsd) t6" SPACING, S' WALLHEIGHT 3- Sd PER JOIST CEILING JOIST TO PARALLEL RAFTER (face 4- t6d EACH LAP nailed) COLLAR TiE TO RAFTER (face nailed) 5- 10d 3LOCKING TO RAFTER (toe nailed) 2-Sd RIM BOARD TO RAFTER (end nailedI 2~16d WALL FRAMING TOP PLATE TO TOP PLATE (face nailed) - 16d TOP PLATE AT INTERSECTIONS (face 4-16d nailed) STUD TO STUD (face nailed) 2- 16d HEADER TO HEADER (face nailed) 1- 15d TOP OR BOTTOM PLATE TO STUD (end - 16d nailed) 3-16d BOTTOM PLATE TO FLOOR JOISTS, 2- BAND JOIST END JOIST OR BLOCKING (face nailed~ FLOOR FRAMING JOIST TO SlLL~ TOP PLATE OR GIRDER (toe 4- Sd nailed) BLOCKING TO JOIST (toe nailed) 2- Sd BLOCKING TO SILL OR TOP PLATE (toe 3- 16d nailed) LEDGER ~TRIP TO BEAM (face nailed) 3- 16d JOIST ON LEDGER TO BEAM (toe na[lad~ 3- Sd BAND JOIST TO JOIST {end nailed) 3- t6d BAND JOIST TO SILL OR TOP PLATE nail,d) 2- ROOF SHEATHING STRUCTURAL PANELS 4' PERIMETER EDGE ZONE Sd RAFTERS 16"olc INTERIOR ZONE - RAFTERS IS"olc Sd CEILING SHEATING GYPSUM WALLBOARD 1-t/2" SCREWS WALL SHEATHING STRUCTURAL PANELS 4' PERIMETER EDGE ZONE Sd STUDS 16'o/c INTERIOR ZONE - STUDS 16'O/C FLOOR SHEATHING STRUCTURAL PANELS t" OR LESS PER TIE EACH END ~ PER TIE EACH END ~ 24" O/C EACH END EACH END PER FOOT JOINTS-EACH SIDE 16" D.C. ALONG EDGES PER 2X4 STUD PER 2XS STUB 'ER FOOT PER JOIST EACH END EACH BLOCK EACHJOIST PER,JOIST PERJOIST PER JOIST 6" ~ EDGE/6" IN FIELD 6 ' ~l EDGE/12" IN fiELD 7" ~ EDGE/10" IN FIELD S" ~ ED)GE/12 N P,IELD 6" ~ EDGE/t2" IN FIELD I s"e EDG= 2" N FmLD& architect 1230 Travel,er Street Southold N.Y. 11971 ~631:-765- 5455 TYPE FOUNDATION FLOOD VENT ~NYL CLAD DOUBLE HUNG WINDOW VINYL CLAD AWNING WINDOW VINYL C, LAD AWNING 'WINDOW VINYL CLAD AWNING WINDOW CL~O FIXED SPECIALTY WINDOW R O. SIZE WIDTH HEIGHT GLASS SQ. FT. NIh WINDOW SCHEDULE 6 92/ 2.6 7.8 7.7 VENT SQ. FT. 1.39 3.92] 7.84 VALUE NIh 0.33 0.9 O.31 0.01 0.31 2,7 MFG. BY SMARTVENT ANDERSEN 400 SERIES ANDERSEN ANDERSEN 400 SERIES , ANDERSEN 400 SERIES ANDERSEN CATALOG # W26310 X 2 A21 A321 RV2846 REMARKS STAINLESS STEEL FLOOD VENTS WITH AUTOMATIC VENT CAPABILITY. iNSTALLED NO GREATER THAN t2" ABOVE CRAWL SPACE SLAB OR ADJACENT GRADE PER CODE, WHITE VINYL CLAD, LOW-E H.P, GLASS & GRILL AS PER OWNER. MARINE/COASTAL ~PGRADE AND IMPACT RESISTANT GLASS COMPUANT WITH NY$ BUILDING CODE WHITE VINYL CLAD, LOW-E t~P. GLASS & GRILL A-S PER ~ OWNER. MARINE/COASTAL UP(}}RAIDE AND IMPACT RESISTANT GLASS COMPLIANT WITH NYS BUILDING CODE WHITE VINYL CLAD, LOW-E H.P. GLASS & GRILL AS PER OWNER. M ARINE/COASTAL UPGRADE AND IMPACT R.E, SlSTANT GLASS cOMPLIA_A~T WITH NYS BUILDING CODE ALUMINUM-CLAD, LOW'E'H.P~t GI~ASS- MARINE/COASTAL UPGRADE AND LAMINATED II'PACT RESISTANT GLASS COMPLIANT WITH NYS DUlLDING CODE WHITE VINYL CLAD, LOW-E H.P. GLASS & GRILL AS PER 2.6 0.9 2.1 NIA 0.31 400 SERIES = ANDERSEN 0~31 I 400 SERIES CIR20 OWNER, MARINE/COASTAL UpGR/~DE AND IMPACT ' RESISTANT GLASS COMPUANT WITH NYS BUILDI_NG CODE WHITE VINYL CLAD, LOW-E H.P. G,LASS & GRILL AS PER OWNER. IMPACT RESISTANT GLASS COMPLIANT WITH NYS I BUILDING CODE DOOR, SCHEDULE SYM QTY TYPE SIZE GLASS VENT "U" MFG. BY q CATALOG # REMARKS NIDTH HEIGHT THICK SQ. FT. SQ. FT. VALUE ' EXTERIOR AS AS SELECTED FIBERGLAS, INSULATED~ LOW-E H.P. GLASS, FULLY t I OUTSWING 3, - O" 6,4 8" 1-314" NIh NIh 0.33 SELECTED BY OWNER WEATHERSTR[PPED WITH SOLID BRASS OR MARINE ENTRY MIN. BY OWNER GRADE STAINLESS STEEL H NGES AND HARDWARE EXTERIOR AS AS SELECTED FIBERGLAS, INSULATED~ LOW-E H.P. GLA~, FULLY :~ I SWING 3, - O" 6, - 8" 1-314" NIh NIh 0.33 SELECTED DY OWNER WEATHERSTRIPPED WITH SCUD BRASS OR MARINE MIN. BY oWNER GRADE STAINLESS' STEEL HINGES AND HARDWARE ENTRY ...... - ........ ' ........ ~XTERIOR GRADE HARDWOOD FULLY EP, I ~IERSTRIPPED .... EXTERIOR CUSTOM 3 t PAIR OUTSWING 10, - O' t0, - 0" 1-314" NIh NIh 0.33 CUSTOM NIh WITH SOLID BRASS OR MARINE GRADE STAINLESS ENTRY MIN MIN STEEL HINGES AND HARDWARE~ STYLE PER OWNER ---- - .... EXTERIOR GRADE HARDWOOD FULLY EA~rtERSTRIPPED --- EXTERIOR CUSTOM I 4 I DUTCH STYLE 3, - O" 6, - 8" 1-3/4" NIh NIh 0.33 CUSTOM N/A WITH SOLID BRASS OR MARINE GRADE STAINLESS INSWING ENTRY MIN. I STEEL HINGES AND HARDWARE, STYLE PER OWNER NOTE: CONTRACTOR MUST CONFIRM WITH OWNER THE EXACT MANUFACTURER AND SIZE OF ALL WINDOWS AND DOORS, PRIOR TO FRAMING ANY ROUGH OPENINGS. -- = ........... SCH DULE ................................... FINISH ROOM FLOOR ........ WALLS CEILING LOWER LEVEL GARAGE Poured Concrete. Painted as per Owner. 516" F.C. Gyp Board, Tape and Spackle 3 518" F.C. Gyp Board, Tape and Spa~;kle 3 Coats, coats, Paint 2 coats White Ceilir~g Paint 2 coats UPPER LEVEL ATTIC %" T&G Sub-Floor Painted as per Owner. '/2" Gyp Board, Tape and Spackle 3 Coats, W' Gyp Board, Tape and Spackle 3 Coats, White Paint 3 coats, 6" Base Trim per Owner Ceiling Paint 3 coats, / psf r/ psf I '2 p~f I ~ PSt / pst I psi 2 psf 1 psf mph I'D/ fo I I .la ,0 / "/" ' g,stl L C B Seve,o BUILDING PLANNING DESIGN CRITERIA Subject to Damage From I Winter Depth j ' 3,-o" I M 'ata ) S, 0 hUModermel if Dw,ees lice Shield Flood Underlayment Hazards J Nature of the Work New Building t~ Reptaca Exiatir~ GENERAL 'Building,Us& Occupanc~.C[,asstficatioa j Aca~sory i ' U Storage PROJECT DATA Building Hei~lht F/reAred I Construction Type , 22feet , 800sq. fl.~l V-b , Design Criteria J AF&PA WCFM 199~ I High Wind Ec~ition J GENERAL NOTES: 1. Contractors work is to conform to all local ordinances and NYS Bugdlng and E~ergy Conservation Code, {atast edition(s), 2. All Electrical work shall be governed by a Na onal, State~ and Local Codes, la es ed! Ion(si 4. All connections of water supply lines are to be made with 9~/5 solder as approved by Suffolk County Departmect-ct Health Services with certificate gf compliance provided upon 5. Contractor(s) shall verify all field coodttions and dimensions and wi~i be responsible for same. Any discrepancies shall be reported to the Arohite~t Immediately, 6. Contractor(s) will cooperate with all other trades and will com p?te work [i~ accordance with best standards and practices. 7, All dimensions are nominal and take precedence over scale. AIl abbreviations are standard. 9. Proprietary names iderltlfylng Items of work are used solely to prescribe standards of construction. Items of equal quality may be submitted to the Architect for consideration uniess noted otherwise. 10. All wood frame aonstructron shall conform to the American Forest & Paper Association "WOOD FRAME CONSTRUCTION MANUAL" high wind, latest edition. 11. ALI high wind resistant structural metal connections shown o~ the draWings, or required by Dodo from the roof o the foundstlon e e to be manufactured by SIMPSON Strong TJe and be "Z-Max" coated, Connectors which are near, on or below grade must be fabrlcate_d of type 318 stainless steel, 12, All wood framing members shall have an allowable extreme Si=er stress equal to or greater than structural grade Oougtas Fir: 2 Fb = 875 I=Sl FV = 05 psi E = 1,600,00C~ psi 13, All ACQ treated wood framing members shall have an aliowab!e extreme fiber stress equal to or greater than structural grade Southern Yellow Pine: I Fb ~ 875 psi Fv - 85 psi E = f,400~000 psi Ali "Mlcrolam" and/or "ParalJam' headers and girders as well as "TJI' joists and beams are to be designed and manufactured by TRUS JOIST. nsta a on must be in accordance with manufacturer's specifications. No substitutions will be ellowed_[ 15 Contractor(s) is/are to follow all manufacturers' instructions: shop drawings, as well as installation manuals when Installing any prefabricated Item(si, 16. Double all headers and/or trimmers around all roof openings. Provide crossover venting in rafter bays adjacent to any skylight framing, 17. Provide solid blocking on all joist spans in excess of 8'- 0", unless noted otherwise on drawings.. 18. All headers and girders wdh a span ~n excess of five fe~t (5) are t bear on a minimum cf 2- 2xd er 2- 2x6 jack studs with double floor joists or solid blockLng below, unless noted otherwise on drawings, 10. Provide 5~8" fire code gypsum board on ceiling, walls and structural elements of ~ower ~evel garage area as required by Code. 20, AH flrestopplng shall be of an approved non-combustible material and installed in 21 Extsrio~r Wall Insu a on sha l be 5-112" (R-21) Kraft-faced-baits withl~apor bar'let facing Interlol~qfJhebellding. FloorinsuIMionshallbeS-ll4"(R-30c}ort0-11~ (R-38c) Kraft-faced batta as shown on fha drawings with vapor barrier facing wer~ side of building. Ce ngJRoof Inaulat on shall be spray applied polyurethane (non-cfc) fa[am 7-tl4" thick in 2 x 8 roof rafters with an aged "R" value of R-42 min. Alternate will be 8-1I~" (R.30c) Kra~tdaced batt~ a~$ shown on the ~rawing~ with vapor barrier facing Interior of thelbutldlng. 22. Contractor Jo provide one layer 6f building paper between sub ~nd finish floors or unded.ayment, with ag joints staggered and ploberly secured, 23 All widows and doors to be Insuiafed, "Low E", high performance, Impact resistant glass, w h screens and operating hardware Coastal Upgrade and.stol less steel hardware suitable for a marine climate is to be used on ali windows and do~s. Contractor is to conf rM operation style finish, color and ~a~lufacturer with Owner prldr to piecing order. 24. All wlfidows and exterior doors Jo have aluminum or wood drip caps a~:~ flashing. 25 All door hardware, butts and doorstops to be solid bras~, Entry, lock latchscta ere to be Emtek~or S~hlage "A" or "B" series, or approved equal, Style and sh es directed by Owner,I 27. All de~k stal s r nge · to be 3 x 12 ACQ rebbeted or s&wJooth to accommodate treads, A tread~ ~ o be 2 x 4 or 514 x 4 as shown with V*" max. space be ween I~, anks. Provide 3 -0 ' high ml~. railings as required and as shown on the drawlngs~ ceiling~l frae of debris imm edi&taly prior to final completion. architect 1230 Traveler Street Southold N.Y. 11971 '~~~~ 0[5244 ~ ~3'1, - 765 - 5455