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Home My WebLink About44889-Z Og11FFQl�c Town of Southold oo� vGy 7/27/2021 P.O.Box 1179 C2 • 53095 Main Rd y.1jOl �ao�,1' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42198 Date: 7/27/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 24065 Route 25, Orient SCTM 9: 473889 Sec/Block/Lot: 18.-2-28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/3/2020 pursuant to which Building Permit No. 44889 dated 6/19/2020 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: alteration and additions, including deck, "as built"outdoor shower and wood stove to existing single-family dwelling as applied for. The certificate is issued to Thomashauer,Regena of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 6/19/2021 n Roe lKitecavag Au o 'ze S ature OF t,r�o TOWN OF SOUTHOLD Gyp BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44889 Date: 6/19/2020 Permission is hereby granted to: Thomashauer, Regena 141 W 123rd St New York, NY 10027 To: construct deck addition and legalize "as built" outdoor shower to existing single-family dwelling as applied for. At premises located at: 24065 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 18.-2-28 Pursuant to application dated 6/3/2020 and approved by the Building Inspector. To expire on 12/19/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $401.60 CO -ADDITION TO DWELLING $50.00 Total: $451.60 Bui ding pector Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I \�,S,�x�Avt'e'sidingat , (PriJt property owner's name) (Mailing Address) do hereby authorize tR (� (Age ) to apply on my behalf to the Southold Building Department. o (Owner's nature) (Date "((?_;v"�- rint Owner's Name) t1faaf so Town Hall Annex ', Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.G.Box 1179 G Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOS OF SOUTHOLD CERTIFICATION Date: --k, I Building Permit No. M9 Owner• (Please print) Plumber:- 3-,g,-- (Please — (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% - lead (Plumbers Signature) Sworn to before me this 7� day of &-,, , 20a r f "e 2"4�"z– Notary Public, County *MIMMay 31,2Q 2 Attgm �00F 50U1y0 - - * TOWN -OF SOUTHOLD BUILDING DEPT. °`ycourm��' 765-1802 - F I.NSPECTIOIV [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING� y [ ] FRAMING /STRAPPING [ ] FINAL�e f [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: i _ 1 If Kojv"lu) 14 o DATE llofulfa INSPECTOR 2 r. \ °9...... ., e.. ., June 17,2020 Southold Building Department Main Road Southold, NY 11971 Re: Rear deck- 24065 Main Road, Orient Dear Sir, Due to the Building Department being closed due to the pandemic I was asked to make inspections to the construction of the above referenced deck. I certify to the best of my ability that I inspected the footings and the framing; I certify that they were constructed in accordance with the plans being submitted for permits and meet all IBC codes , BOARD CERTIFIED IN STRUCTURAL ENGINEERING eta s a+aa@a asaysaa rra.ccstia FISC-a>=TTIEavGanaa=a=a ING.COM 1 725 HOBAR-r ROAD souTHOLDyNEw YORK 1 1 97 1 ' 9 FIELD INSPECTION REPORT I DATE COMMENTS 'b FOUNDATION (1ST) { H (f/J -------------------------------------- FOUNDATION --------------..---------------w-FOUNDATION (2ND) z 0 H ROUGH FRAMING& PLUMBING \' INSL:LATION PER N.Y. � y STATE ENERGY CODE s rtc, rt Y p, 6vfltkfS . FINAL S �� M i ovv ADDITIONAL COMMENTS .ac l 14 1 �C,�►5<14 QJ`� s� a � V V � � X � H �x x d b H ti TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applyino TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form NYSDEC Trustees C 0 Application iq Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: r� how's j Approved (,Y 201 Maul to J ow'sf jr- Disapproved a/c 649 t7O,6A-!Mei! i i Phone Expiration 120 t — — Buil mg Inspector r _ a JUN _ 3 2020 1 APPLICATION FOR BUILDING PERMIT Date ,2010 INSTRUCTIONS -- a.Th'is applicatton�WST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale Fee according to schedule b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c The work covered by this application may not be commenced before issuance of Building Permit d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f Every building permit shall expire if the work authonzed 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) fd,/: `toSAO hor�_o rII d 6, ( ailing address of plicant) State whether ap licant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises �ke(-}e_fiq �PI®(�1QShal�er (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. 141 -6-71446 Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatign oofIanjj on((�a which roposed work ill be done:z� �. —fir House umber Street Hamlet CountyTax Map No. 1000 Section 1� '"'rBf6ck"'_ ' :'� '. '''a Lot 2('S Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre 'ses and 1 tended usg and occupancy Vf proposed co strut fon: a. Existing use and occupancy h i / i b. Intended use and occupancy d � l�- 3. Nature of work(check which applicable):New Building Addition Alteration deck Repair Removal Demolition Other Work ' �j (Desch tion) 4. Estimated Cost /d�� Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars / 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. �( 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories A . J 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear 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 0( 13. Will lot be re-graded?YESNO D�,Will excess fill be removed from premises?YES—NO 14.Names of Owner of premises ress Obi h�e No. <P��4 3� 6 1 Name of Architect Address I V5'/Lby— Phone No C S I —j 6,512-9--54 Name of Contractor—l.)%1643/1 Cons T o l Address Phone No. 4;3l --2-7691 ,0-9 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?* YES NO_0� * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 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 1�", � � LoIv�-e/ being duly sworn,deposes and says that(s)he is the applicant (Name of it dividual sign ng contract)above named, (S)He is the 4WP (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 true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 20 km �"I DEBORAH L.ROMANO NULal Pub 10 State of New York �• --Tlotary Public No.01R06272784 Sig a re t Oualified In Suffolk County Commission Expires November 26,20 A� CERTIFICATE,OF LIABILITY INSURANCE FDATE(MkMDDYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER,OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMENDi EXTEND`OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate bolder Is an ADDITIONAL INSURED,the policy(Iss)'must be endorsed. If,SUBROGATION IS WAIVED,subject'to the terms and conditions,of the policy;certain policies may require an endorsement, A statement on this certificate does not confer,rights to the certificate holder in I€eu•Of such endorsement(s). PRODUCER CONTACT NAME: CHRISTOPHER MANFREDI IPAHONE I FAX No PO BOX 1345 E-MAIL ADDRESS: SOUTHOLD NY 11971 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: UTICA FIRST INSURED INSURER B DUBONICONSTRUCTION DBP,CLEMENTEGARCIADUBON INSURERC: PO BOX 552 INSURER D GREENPORT NY 11944 INSURER E: INSURER F t "COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED SELQW,HAVE BEEN ISSUED TO THE INSURED NAMED`ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY-CONTRACTOR'OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY'BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN i5 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS`SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. INSR ,ADDL SUBR POLICY EFF ,POLICY EXP LTR TYPE flF INSURANCE , POLICY NUMBER MM1001 M IDWYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS MADE IIACCUR PREMISES 0.11.1.1 $ 100,000 MED EXP(Any ors Person) $ 5.000_ A ART-5093113 11/17119 11/97/20 PERSONAL&ADV INJURY '$ 1,000;000 q 'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑JECT F__]LOC PRODUCTS-COMPtOPAGG .S "2,000,000 OTHER: 5 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per`persan) SALL AUTOS OWNED AUTOS BODILY I BODILY INJURY(Per accident) $ NON-OWNED I PROPER TYDAMAGE- HIREDAUTOS AUTOS I Peracradent $ 1 $. UMBRELLA LIAB OCCUREACH OCCURRENCE S EXCESS LIAR CLAIMS-MADE' AGGREGATE $ DYD 1 1 RETENTION$ WORKERS COMPENSATION { PER OTH- ANO EMPLOYERS'LIASILITY YIN STATUTE ER ANY PROPRIETOWPARTNEMEXECUTIVE r— El EACH ACCIDENT S OFFICERIMEMBER EXCLUDED? (_(N I A (Mandatory in NH) E L.DISEASE-EA EMPLOYEE $ It a,de$ctbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCR)pT10N OF OPERATIONS I LOCATIONS lVEHICLES(ACORb 101,Additionai Remarks Schedule,may ba atfathed if m6m space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE,DESCRIBED POLICIES BEE-CANCELLER BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS, 54375RTE 25 SOUTHOLD NY 11971 AUTHORIZED REPRESENTATIVE 10i. , fl 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD MORSO 6148 ON PEDESTAL A stove with a timeless and minimalist design, and a large glass door. E 17799.00 +2% Carriage Fee D V9z0'Vp= D JUL 19 2021 ADD TO CART BUILDING DFPT. M SWAN F°o .b OIAT�OF SO&1 RHOLD oQ3�/ v ® ecodesign approved ready fo 4nokemmrdlea zona• no IV WHERE TO BUY CATALOGUE U-. @ TECHNICAL DATA �"+;r,: ',moi, u A ,.✓.,.,, ,� p. r"�9,. F` '.l , e- j" �Kz fid`�y ,•k• PRODUCT DESCRIPTION Morso wood burning stove 6148 stands like a sculpture on its pedestal. A stove with a timeless and minimalist design, and a large glass door that provides an excellent view of the dancing flames. Pure pleasure Behind the glass, Morso has developed a combustion technology that uses pre-heated air to ensure a higher temperature in the firebox, so that almost all the flue gases are burnt. This results in both more environmentally friendly combustion and better fuel economy. CLEARANCE TO COMBUSTIBLES Rear (mm) 150 Sides (mm) 400 GUIDES & INSTRUCTIONS DIAGRAMS, MANUALS & DOWNLOADS Instructions for installation and use - Morso 6148 on pedestal Product sheet- Morso 6148 on pedestal Airtight instructions - Morso 6148 on pedestal Declaration of performance - Morso 6148 on pedestal 9 451 x � •i x 410 TECHNICAL DATA , (16 PROPERTIES Convection System Pre-heated combustion air Pre-heated secondary air supply Ash Can Airwash system Tertiary Air FUEL Wood APPROVALS EN/N DEFRA DIN+/AT EPA AS/NZS SPECIFICATIONS Energy Performance Labelling ' Rated Output (kw) 5 Heats (m2) 45 - 90 Height (mm) 950 Width (mm) 451 Dept (mm) 386 Flue outlet top 0 125 Flue outlet rear 0 125 Weight (kg) 110 Chamber Width (cm) 30 l ----- ------ - Joint escription ail Sizes Nail Spacing Framing Notes: _ ROOD` FR7�MT1�T Rafter to Top Plate(Toe-nailed) 3-8d j per rafter The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist of the Engineer prior to construction. Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap Wood Framing Collar Tie to Rafter(Face-nailed) 2-8d per tie 1.All lumber is to be No.2 or better Douglas Fir Larch \ Blocking to Rafter(Toe-nailed) 2-8d each end (N)with the following minimum specifications: i Rim Board to Rafter(End-nailed) 2-16d each end Fb=825 psi WALL FRAWNG - Fv=95 psi Top Plate to Top Plate(Face-nailed) 2-16d per foot Fc perp=625 psi \ Top Plates at Intersections(Face-nailed) 4-16d joints-each side E=1,600,000 psi I Stud to Stud(Face nailed) 2-16d 24"o.c, LO 2.All Laminated Veneer Lumber is to have the following EXISTING Header to Header(Face-nailed) 16d 16"' o.c.along edges minimum specifications: W W �- FENCED � Fb=2,soo psi � VEGETABLE Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud r > Q Fv=290 psi `./ GARDEN 2-16d per 2x6 stud Fc perp=650 psi Q 0 I 2-16d per 2x8 stud E=2,000,000 psi _ Z )/ 0 Bottom Plate to Floor Joist,Bandoist,End'oist or Blocking 0 j ' 1 9 2-16d �,2 per foot 3.All Laminated Structural Lumber is to have the following minimum specifications: W Z ' {Face-nailed) CO Q Q ` EXISTING - ---- -- Fb=2,800 psi I GARAGE FLOOR FRAMING Fv=290 psi Q W Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist Fc perp=740 psi C Z E=2,100,000 psi G Bridging to Joist(Toe-nailed) 2-8d each end W O Blocking to Joist(Toe-nailed) 2-8d each end 4.All treated lumber is to be No.2 or better Southern O ' Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block Yellow Pine with the following minimum specifications: d' Z Ledger Strip to Beam(Face-nailed) 3-16d each joist t:�l _W Joist on Ledger to Beam(Toe-nailed) 3-8d per joist Fb=975 psi 175 psi 0 Band Joist to Joist(End-nailed) 3-16d per joist Fv 1 Fc perp=565 psi 0 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot E=1,600,000 psi ROOF SHEATHIN 5.All beams fabricated with multiple Laminated Veneer i -- - - Lumber boards are to be nailed/bolted in accordance IStructural Panels 8d 4"o.c.perimeter zone with the manufacturer's specifications. I other 6"o.c.edges of 6.All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated connectors, I 3'-1" 24'-0" panel, 12"o.c.interior strap etc.on these drawings are made by Simpson of panel unless indicated otherwise.All connectors,straps etc. Diagonal Board Sheathing are to be nailed/bolted in accordance with the EXISTING DRIVEWAY 1"x 6"or 1"x 8" 2-8d per support manufacturer's specifications. 1"x 10"or wider 3-8d per support 7.All floor sheathing is to be 3/4"inch AC type plywood, tongue and groove,with an APA span rating of 48/24. V IL l X EIL1NG S HER G Floor sheathing shall be glued and screwed to the DECK ADDITION floor joists(6"O.C.edges and 12"O.C. field). +- " � Gypsum Wallboard 5d 7"edge/10"field / 20-3 SQ 8.All wall sheathing is to be 5/8"inch APA Rated L-YV7 //��,. \ - - -- ------ Exposure 1 plywood and shall be nailed with 10d PROPOSED DECK lJu _ WALL SHEATHING common nails 6"O.C.edges and 12"O.C.field. Structural Panels 8d (see table 3.9 ) 9.Solid blocking is to be installed every 8'max or mid , o C) Fiberboard Panels span of all floor joists with spans exceeding 8'. PR POSED SPA 7/16" 6d 3"edge/6"field 10.Double 1 orsts are to be installed below p arallel walls. BY OTHERS 25/32" 8d 3"edge/6"field 1 i.Blocking is to be installed at all point load bearing I i EXISTING Gypsum Wallboard 5d 7"ed e/10"field points. OUTDOOR SHOWER 2.Walls are to be framed with 2x6 inch studs spaced 16 PROPOSED Hardboard 8d (see table 3.9) inches O.C.unless indicated otherwise. FENCE&GATE Particleboard Panels 8d (see table 3.9) 0 13.A11 joist and beam hangers and fasteners used on theui BY OTHERS Diagonal Board Sheathing exterior are to be Simpson Type 304 or 316 Stainless ^ Steel. LJ� APPRO ED AS NOTED 1"x 6"or 1"x 8" 2-8d per support 0) ' I PROPOSED b 1"x 10"or wider 3-8d 8d per support 14.AII bolts nuts and washers are to be stainless steel or r- FENCE BY OTHERS / hot dipped galvanized. W DATE: to B.P.# FLOOR SHEATHING _ ! FEE: b '0 BY: Structural Panels Steel Z Z NOTIFY BUILDING DEPARTMENT AT 1"or less 8d 6"edge/12"field 1. All steel is to be ASTM Specification A-36 W 0 0 EXISTING TWO STORY I 765-1802 8 AM TO 4 PM FOR THE greater than 1" 10d 6"edge/s field Z _I LO ' FOLLOWING INSPECTIONS: 2. All bolted connections are to be made with A-325 = W 0 06 HOUSE Diagonal Board Sheathing bolts. � ♦ � `N 1. FOUNDATION - TWO REQUIRED 1"x 6"or 1"x 8" 2-8d per support v Q FOR POURED CONCRETE 3. Square/rectangular and circular columns are to be �//''�� 0 Lo FOR 1"x 10"or wider 3-8d per support ASTM Specification A500. O 0 ►` i 2. ROUGH - FRAMING & PLUMBING --- --- I 3. INSULATION 4. All columns are to be bolted to steel girders with � 0 j 4. FINAL - CONSTRUCTION MUST 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 3"on-center 1#All bolts or unless otherwise shown of the plans. W Cfl � at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate Q0 BE COMPLETE FOR C.O. connectors,such as shear plates,shall be used to maintain the load path. = u- CO , 5. 1!2"web stiffeners are to be installed at all point I,L, ALL CONSTRUCTION SHALL MEET THE Load bearing points and over all column supports. O REQUIREMENTS OF THE CODES OF NEW 0- 06. All welded connections are to be done b a certified i YORK STATE. NOT RESPONSIBLE FOR y W W m 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to welder and conform to AWS and AISC standards. '^ DESIGN OR CONSTRUCTION ERRORS. 1 -16d nail per foot. (J J O 5.All weld joints are to use E70XX electrodes. EL O 6.All girder splices are to be made above columns. I ' COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES GENERAL NOTES Foundation Notes: I AS REQUIRED AND CONDITIONS OF - IThe contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN Engineer prior to construction. ACCORDANCE WITH THE NEW YORK STATE UNIFORM 0W"tM11,Y G BOARD BUILDING CODE,AND THE NEW YORK STATE ENERGY 1 - All concrete 3,500 psi after 28 days minimum. KLM- LD: WN4RUSTEES CONSERVATION CODE,AND LOCAL AUTHORITIES. 2-All rebar ASTM A-615 Grade 60. " 3-Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a minimum of 3' PROJECT MANAGER: i 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE below grade unless indicated otherwise. VERIFIED BY CONTRACTOR(S)PRIOR TO START OF i CONSTRUCTION AND ORDERING OF MATERIALS. THIS 4-Rebar installed along the top of the foundation walls without windows are to be installed 10"below the top of the FOUNDATION HAS BEEN DESIGNED FOR A SOIL foundation wall. Rebar installed along the top of foundation walls with windows are to be installed 3"below the bottom of Es ra Oman ' BEARING CAPACITY OF TWO(2)TSF AND GRADES the window opening. OCCUPANCY OR LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH 5-All snap off form ties are to be removed and remaining openings are to be sealed/grouted. • - J USE IS UNLAWFUL CONCRETE SLABS TO BE COMPACTED TO 95% Associate A.I.A MAIN ROAD RELATIVE DENSITY. 6-The foundation contractor shall coordinate with the plumbing and electrical contractors relative to installation of sleeves and other penetrations prior to pouring concrete. Sag Harbor, New York, 11963 SITE PLAN WITHOUT CERTIFICATE g OF OCCUPANCY 3. PROVIDE FLASHING AT ALL ROOF BREAKS6 , 7-The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation. Unacceptable esra@ozcanarch.com 444416 Scale: 1" = 10'-0" 1 CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS soil is soil containing clay and/or organic material. -_-- ----- SITE PLAN INFORMATION IS TAKEN FROM SURVEY PREPARED BY AND DECKS ETC.. 8-Install isolation joints along foundation walls and at column and other floor penetrations. www.ozcanarch.com 4. DO NOT SCALE DRAWINGS. 10-Foundation excavation is not to be back filled prior to the installation of the floor framing. PECONIC SURVEYORS, P.C. JOHN T. METZGER, DATED APRIL 3, 2013 „_ .. MAY 18, 2020 5. DESIGN CONSULTANTS OR RECORD ARCHITECT- 11 -Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 95%of RETAIN STORM WATER RUNOFF ENGINEER ARE NOT RESPONSIBLE FOR THE maximum dry density. BUILDING PERMIT PURSUANT TO CHAPTER 236 INSPECTION,SUPERVISION,OR ADMINISTRATION OF OF THE TOWN CODE, THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE SCALE: AS NOTED CONTRACTOR. 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO SC�r �O FACILITATE CONSTRUCTION AND SHALL NOT BE 10 i sy'� CONSTRUED ASA CONTRACT BETWEEN BUILDER AND o°� 4„ o SHEET NAME: OWNER. i1`.; 7. THIS STRUCTURE HAS BEEN DESIGNED IN CODE SHEET CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER ASCE 7 CHAPTER 6 ACCORDANCE WITH THE NEW YORK STATE ENERGY 'dp 050 CONSERVATION CODE. GROUND SNOW LOAD WIND SPEED (MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. ICE SHIELD UNDERLAYMENT FLOOD HAZARDS REQUIRED 8. CONTRACTOR SHALL OBTAIN ALL PERMITS SHEET NO: 20 130 B SEVERE 36" (TOP) M to H S to M 11 YES 1984/1998 Li i I ^/ LO LO 0) W W o � D < Q Z 0� = o W z �- �Q 2i XISTING HOUSE G U Z O W �ry z XISTING OUTDOOR N W SHOWER Fy f-- 0 PROPOSED DECK "X24"SCREENED UNDERNEATH DECK EXISTING OUTDOOR VENTILATION GAPS ON SHOWER SIDE SKIRT BOARDS, TYP OF(2) PROPOSED DECK PROPOSED SPA BY OTHERS PROPOSED DECK PROPOSED SPA DECK ADDITION BY OTHERS I � 1 N i N h W■ EAST ELEVATION w � 6 NORTH ELEVATION 5 WEST ELEVATION 4 WW z Scale. 1/4 - 1 -0 _ Scale. 1/4 1 0 _ _ Scale. 1/4 - 1 -0 W J = w0m A100 A100 U Qr 3 3 VJ Z ti 24'-0" O O M 24'-0" W (o 12'-0" 12'-0" 12"SONOTUBE 3'-0" _ C 112" 7'-6 318" T-63/8" 7'-6 318" E 1/2111 LL MIN BELOW GRADE O X ON 24"X24"12"PC FOOTING TYP. 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