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HomeMy WebLinkAbout45843-Z o�SOFFoIotco TOWN OF SOUTHOLD a Gyp BUILDING DEPARTMENT N z TOWN CLERK'S OFFICE SOUTHOLD, NY col � �a�fs 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#: 46843 Date: 2/26/2021 Permission is hereby granted to: 18975 Soundview Ave LLC 100 W 57th St Apt 6C New York, NY 10019 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: VD Y-) 18975 Soundview Ave., Southold �'a�� `1� SCTM # 473889 NC) Lt I L7— J,l Sec/Block/Lot# 51.-1-16 Pursuant to application dated 2/8/2021 and approved by the Building Inspector. To expire on 8/27/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $380.00 CO-ADDITION TO DWELLING $50.00 Total: $430.00 (i. Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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 2110 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)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. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory 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 Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. U Z- C% New Construction: X Old or Pre-existing Building: (check one) Location of Property: gq r7 5 BCD J N N t F GJ �y House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000,Section OS'( Block 0 l Lot Subdivision /V Filed Map. 1\(h Lot: Permit No. "1 3 Date of Permit. Applicant: F 1J, K4z t4c_ Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ aAD Applickature $TEED TNSPEC�'301ET REBQ T' DAIT 7:77ide*0 T f• ti• FOU"A.,TION(1ST) FOUNDATION(2ND) oh ROUGH F AMING&. I J MUMBING (/) " 6\ I1+IS'-4 TION•PEAN..Y. :•';• STAVE ENER.GY'COD}E.: i " H• 77 eff : . 0. .,a,.r.. 7. TOIL OF SOW HOLD BUILDING DIEPARTMN'g' BUILDING PERMIT APPLICATION CHECKLIST TOWN HALL Do you have or need the following,before applying? SOUTHOLD,NY 11971 Board of Health T +ll L: (631)765_184D2 4 sets of Building Plans, FAX: (631)765-9502 PIanning Board approval Soaathogdtownny gov PIMET NO. �� Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Examined 20 4' 1 Flood Permit ---=== Single&Separate Truss Identification Form Storm-Water Assessment Form Approved 20 Contacts Disapproved a/c IVIaiI to`K�µ L 4 F-S, �y�S Sod� -Lr Expiration 20 Phone: 63 Building Inspector F E B - 8 2021 CA'I�ON FOR BUILDING PMU&T Date Z F: WSTR►U TIONS ,20 a 'I application MUST be completely filled in by typewriter Orin ink and submitted to the Btiildins e sets of plans,accurate plot plan to scale.Fee according to schedule. g In p etor with 4 b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets o areas,and waterways. c.The work,covered by this application may not be commenced before issuance of Building Permit. r d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a shall be kept on the premises available for inspection throughout the work. e.No building shall,be Occupied or used in whole or in art for an pert issues a Certificate of Occupancy. P P Y Purpose what so ever until the Building Inspector 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 I8 months from such date.If no zoning amendments or other re Property have been enacted in the interim,the Building Inspector may addition six months.Thereafter,a new permit shall be required regulations affecting the y authorize,in writing,the extension of the permit for an APPLICATION IS THEREBY MADE to the Building D _ Building Zone Ordinance ofthe Town of Southold,Suffolk County,a New for the issuance of a BuildingP Regulations,for the construction of buildiu New York,and other applicable L ws,Ord pursuant or e applicant agrees to comply with all applicable laws,ordinances,building code,housing cad gs,additions,or alterations or for removal or demolition as herein descri-bed.The authorized inspectors on premises and in building for necessa ry inspections. g e,and regulations,and to admit (Sign f applicant or name,if a corporation) ��1Y IFS .4buu� State whether applicant is owner,lessee o �ailmg address of applicant) C Ehl jpp men architect �1 ��otr�plumbe� or builder Name of owner of premises Ceqs 1c6� If pKam is a c�poration, ignature of duI 3 f (As on the tax roll or latest deed) "94gR_ authorized officer ee and title of corporate officer) Builders License No. A,% Plumbers License No. �} Electricians License No. Other Trade's License No. I. Location of land on which Proposed work will be done: s u NI�V cam. House Number W A(IF Street -Soy-1 dc. Hamlet County Tax Ma p No. 1000 Section ©51 Block Q f Lot D 1(o Subdivision__ �+� Filed Map No. AAA,. Lot IV 143 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Rsst be�"i N S`M2 f ef� ► A,.,c I,f b. Intended use and occupancy 1V-S-ebb;tA 3. Nature of work(check which applicable):New Building Addition Alteration X Repair )c' Removal Demolition Other Work ours / ZAsfz-Nr a„/-i- 4. Estimated Cost 50 Y- Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units AJ A Number of dwelling units on each floor N A. If garage, number of cars N A- 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.�� Al A- f a 7. Dimensions of existing structures, if any: Front ka-rj 3``( Rear G 3-73 Ya Depth Height 23'-0" Number of Stories 2. Dimensions of saryle structure with alterations or additions: front �Z `173�Y Rear �3- 7 3`1 Depth �/y L O K Height 23`-0" Number of Stories 2- 8. Dimensions of entire new construction:Front NA- Rear LLA-- Depth_j\[A Height NA Number of Stories 9. Size of lot:Front /d0� Rear /0 • 3 Z. Depth 200 0 3 Y 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated SCV cioL-n 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES NO >C Will excess fill be removed from premises?YES NO X el-1 M2i S 14.Names of Owner of premises m c)o(L� Address Phone No. 21 Z-72 9 Name of Architect YE 14 L. hr5 tM tr( 6,512C LLL Address ZGS",?�Sr'4 mtc- L-m Phone No 631--y3 3-9 0 8 V Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?x YES X NO IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES NO A IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 5QF-oL 1c) 14F-µL� NRK 1 Assoc/Ling duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 8�E vj - (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. SwoqZ1Z 20-2-1 139 -Y L. DWYER ignature of Applicant RY PUBLIC,.01 STATE OF NE NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMI,AISSION EXPIRES JUNE 30,2( Building Department Apalication AUTHORIZATION (Where the Applicant is not the Owner) I C�`ytS41t" residing at (Print property owner's name) (Mailing Address) do hereby authorize i� i j (Agent) (-K:F_t+L- NFSigt t PSSO C-, LLC. to apply on my behalf to the Southold Building Department. 04 02o�11� (Owner's Signs e) (Date) (Print Owner's Name) s Scott A. Russell ,�a°5� � STO]KAMIWAT]E]k SUPERVISOR 2 z M[A\NAGJEMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 6 53095 Main Road-SOUTHOLD,NEW YORK 11971 'fsy�o Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF 'I'I.3[[)E FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑© A. CIearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑S B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑© D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ D E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map .of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Profession Agent Contractor,Other) S.C.T.M. : 1000 Date District f— NAME j K�t+L���Ill_tSFJ SLCI,.t_ r4SS0C.. �C., BSI 01 o 00 DZ.'04:-ZI f�' Section Block Lot Contact Information 631- y33-go8y FOR BUILDING DEPARTMENT USE O.NI_Y 'rdepl—nwnn,; _ _ _ _ _ _ _. Reviewed By: Property Address/ Location of Construction Work- _ _ _ _ _ _ _ _ Date_ /Ca�➢�S SOQ.AJOIJ t97W A Approved for processing Building Permit. F _ ! F Stormwater Management Control Plan Not Required. SOy l 1-�Qe� Ny f�4 j ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 0 SMCP-TOS MAY 2014 Town Hall Annex '54375 Main Road Telephone(631)765-1802 - "'°� j .. 4" Fax(631)765-9502 P.O.Box 1179 , Southold, NY 11971-0959 4 ' BkOLD0NG DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENOINFER"D WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: Owner: ex\t s, �400Rz. Location of Property: ��'�S 5 ov CJW►E.e,J fA V F- Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (i T') X _ Pre-engineered wood construction (PVV) Timber construction (TC) in the following location(s) (check applicable line): `_----XR,__ Floor framing, including girders and beams (F) X Roof framing (R) X Floor and roof framing (FR) Signature: /J Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Southold Town Building Department P.O.Box 1179 Permit#: 45843 53095 Main Rd Southold,New York 11971 Permit Date: 2/25/2021 (631)765-1802 Expiration Date: 8/27/2022 Parcel ID: 51.4-16 BUILDING PERMIT RENEWAL LETTER Dated: 3/27/2025 Applicant: 18975 Soundview Ave LLC Location: 18975 Soundview Ave., Southold Work Description: ALTERATION construct additions and alterations to existing single-family dwelling as applied for. A FEE OF$430 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: 18975 Soundview Ave LLC Address: 18975 Soundview Ave Southold,NY 11971 The permit listed above has expired. No work is permitted or authorized beyond the expiration date.Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. LING I SLAND S��.ND E S A•, 6 8'p6' 41 N 87'48'28" E N 44.38' �� , ,';;; �• 6 ��- SURVEY OF PROPERTY SITUATE SOUTHOLD 06----------- aF ����' / ,//; Roc7TRTM� TOWN OF SOUTHOLD 0 6_ —__—_ �` N SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-51 -01 -16 SCALE 1"=20' DECEMBER 17, 2014 zD= � � %i MAY 13, 2016 ADD POOL FENCE NOTES \�� i�������� =���� ��s SEPTEMBER 8, 2016 REVISE PER TOWN TRUSTEES /�5:g5 \. rm MARCH 16 2018 REVISE PER EN—CONSULTANTS xs= `N\�`�—'����1����� m JANUARY 15, 2019 SHOW BLUFF SETBACK TO EXISTING DECK AREA = 30,000 sq. ft. PTO TIE LINE) 0.689 CC. �6 CERTIFIED TO: — i To � FF 18975 SOUNDVIEW AVENUE LLC COASTAL EROSION HAZARD LINE AS 50-• t> \ I HOe1 -02X SCALED FROM COASTAL EROSION yp• HAZARD AREA MAP RmRE T _ NOTES: PHOTO No. 55-578-83 PpRTIpN 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM W�MNRD�O1P ISM�RewN \ \ \ 1 EXISTING ELEVATIONS ARE SHOWN THUS:sD EXISTING CONTOUR LINES ARE SHOWN THUS: -----s---- PROPOSM 4'MOH B¢l.O�IIrsFENOE s .�. :•; .•.y,:c::�..`^ 1 \ FJL - FIRST FLOOR -p •.+:.,'x y.`ii ij,';::i;,, I I \ \ r O.FL- GARAGE FLOOR FILTER+;s\�:•,�e�ti+:.:L:'=;`•. POOL n\ 1 I T.B. - TOP OF BULKHEAD -.n••^• ,•'�"°`?•� s: TO ` B.B. - BOTTOM OF BULNHFAD ( '`�.;.• }. T. .: da.91 1 \ \ \ i T.W. _ TOP OF WALL 1 \ \ B.W. BOTTOM OF WALL FRAME POOL STORAGE SHED N�. ��:.• "?f JAW L PAnIBEACH STAIR DETA I SCALE 1'-20' I I Ixate _ y Ao •n;. I I I I I ca <�•• IB' ,, rIf IfI I a CqC u, 9 r;6F,ti I? wow / \ LO XAM cArE / \ I l f l ( x l w a; 1 1 1 1 .42x\ L11 1Au D \ o at xna STORY ' WOOD DECK AVOO DECK �A 7 ALIFFENCE — r p 1 R COND UN d ,{C te.7_ 1� 2 STORY FRAME H 5 A42�� /'! •a •; a.Ty, CE E, CHANGE 1.51N. If _ x ^L AU -4— iA6 1 STONE _•... CRCH SN1N ..i;�. SITS If LOCK s LN /:.' .''.•�i•%r ..;i�.':-`*:�...;:=".'r:;'� :., ..flq:: 90 PREPARED IN ACCORDANCE WITH THE MINIMUM Clil _ `!_ {:.''4<'✓' ".. r =j;:.''J`,..,,':' N Hi'�THEELU1DLs.AND APPP TITLE �SROL�rD�ARND-X ESTABLISHED I/ .. .'•.`' d4.d ^'....:' ` �:'�: FOR SUCH USE BY THE EY( R x // �P'Y TITLE ASSOCIATION. �•��� �•''�} lb / �� 6 WNC ilpNjoe CE i -FENCE 1.11V. . �i r.os..y�5; ., sPurJtx[FENCE FENCE i .:..:.• FOUND PPE 87Z 30 W / 7.7'S. / .. 0.0'S.OL4'E w� {•?, y?r - i�f .. •• : JN1i JO POIE ' If 100.001, ° PA xis.. / .. !2a !. .? r`:;:'i J"•:�, vIRFtS • •� •.• 1 a..•• ED GE 01 PAVEYENr i •^'1i',jT 4 ' ( I' ,. �' 1'� a..r �'J'carntt �XA1211 ' ..• i �' T 1 .• N.Y.S. Llc. No.AL 50487 T� '1��] 0= • UNAMORIZED ALTERATION OR ADDRION S O UNLx V TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin Ill I E A VE N UE' ESECTIONDUCATION2LAW.09 THE NEW PORK STATE COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR ENIROSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To:Stanley J.Isaksen,Jr.L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno L.S. IS PREPARED.AND ON HIS BEHALF TO THE ' TORE COMPANY,GOVERNMENTAL AGENCY AND TUe Surveys—Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSV- PHONE (631)727-2090 Fax (631)727-1727 TURON.CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS OFTICES LOCATED AT WINNG ADDRESS AND/OR EASEMENTS OF RECORD,IF 1586 Main Road P.O. Box 16 ANY,NOT SHOWN ARE NOT GUARANTEED. Jamespart, New York 11947 Jamesport.New York 11947 AP ROVED AS NOTED DATE: ? B.P.# 3 FEE: ELECTRICAL NOTIFY BUILDING o TMENT AT INSPECTION REQUIRE!) 765-1802 8 AM TO = PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED C,)N* 'RFTE 2. ROUGH - FRAMIPjC a PLUMBING 3. INSULATION 4. FINAL - CONS F;,- "' ,MUST BE COMPLETE ALL CONSTRUCT!-- -1ALL MEET THE ,-PL"UMBING REQUIREMENTS OF THE CODES OF NEW ALL PLUMBING WASTE YORK STATE. NOT RESPONSIBLE FOR WATER LINES NEED DESIGN OR CONSTRUCTION ERRORS. TgANG BEFORE COVERING COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES PLUMBER CERTIFICATION AS REQUIRED AND CONDITIONS OF QNLEAD CONTENT BEFORE CERTIFICATE OF-OCCUPA BOARD SOLDER USED IN WA T-.,_ SCI" SUPPLYSYSTEM.CANN,� r S rt WidifiUS�EES EXCEED 2110 OF 1% LEAD. Blower door OCCUPANCY OR and ductwork USE IS UNLAWFUL testing required. WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION � 0 NTR CT013 N T S D A EGeneral Notes: /l � � __ ,- / � • 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1 T . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTES: 2. FIRE SAFETY: .-_._��-��++ � ( - -- -- ------ i .;: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. DESIGN ASSOCitilliJ 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. % 7 B. LOCKED AREA. residential & commercial design . consulting 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1675 phone: 1631�433-9084 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonline.net MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6, Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. ✓ �r ;���/�,���^Asj�/J,j/� � �5 °re;��J 4, a. All plywood shall be in accordance with the American Plywood Association (APO) specifications. ' THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS! 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6. a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL. BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI Fv = 285 PSI 9• Fb = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES LLC. NOTE A, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. ' B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 6 SPECIAL SAFETY NOTES 13. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK (NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION NOT FOR SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CONSTRUCTION 25 Ibs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 D R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED �Y A (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. DESIGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE OCCUPANCY OR USE LIVE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PROFESSIONAL ENGINEER PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) b SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ( ) USES(s) AND OCCUPANCY CLASSIFICATION s UNINHABITABLE ATTICS WITHOUT STOPAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PP,EDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITED STORAGE b'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING, ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED �ITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V.it IS 180 MPH (290kps) OR LESS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, NE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TABLE R301.2.1.2 WIND-BORNE TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) RESIDENTIAL CODE OF NEW YORK STATE. R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL f < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS 50h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGESa a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES ROOMS OTHER THAN SLEEPING ROOMS 40 NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: HEIGHT. BUILDING. BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH R301.1.1 ALTERNATE PROVISIONS PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 Y4 INCH DIAMETER L W- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE THE HIGHEST ROOF SURFACE 3 STORY BASED ANCHOR WITH WITH 2 2 16 16 16 24'-9 AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH Moor., 202 BUILDING CODE OF NEW 'YORK STAIRS 4o THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) RIESIDENCE FOR SI: a. This table is based on 180 mph ultimate design wind speeds V„it and a 45-foot mean roof height. 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) TOTAL HEIGHT FROM RIDGE TO GRADE 26'-5" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm?1 POUND = 4.45 N, a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel. 18975 Fasteners shall be located a minimum of 1 inch from the edge of the panel. SOUNDVIEW AVE. APPLIED OVER A 20-SQUARE-INCH AREA. ' 3. IOC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ( CC400) b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into �+ LUMBER SPECIES AND GRADE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. SOUTHOLD, NY, 11971 BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED FOUNDATIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SCTM: # 051-01-016 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE: LE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK GENERAL NOTES AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" NEW BASEMENT NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND EX. FIRST FLOOR NA INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 ESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY TI E g UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN DESIGN PROFESSIONAL WHOSE SEAL 15 AFFIXED HERETO. INFRIPJGEMENTS WILL BE NEW FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIf1FlTb (iLAZFD CEpJNf� VYOOD MASS FLOOR BASEI�M° sus d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE UFACTORb u-FACTOR FENESTRATION RNAUIE FRAME WALL WALL • RVALUE WALL RNALuE SPACE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FELD FIT. THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SWCb,e R-VALUE RNALUEI R-VALUE 3DEPM RNALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS 4 MARINE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE NEW BALCONY 25 SQ 'FT 0.32 0.55 0.40 49 20OR13+5t' 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC HOUSE a NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: I I I I I I I I CODE OF NEW YORK SEAL: DATE: NA For SI: = 1 foot = 304.8 mm ATTIC (HOUSE)(b) 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation i installed in o cavity which is less JANUARY 4, 2021 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT N ATTIC GARAGE a NA NOT LESS THAN 30 INCHES R-value specified in the table. © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies t> all glazed fenestration. mo 0 ��" 1 3-2021 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 0+ m �. SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the UNDER FEDERAL COPYRIGHT LAW. Q ! .I. Co- DRAWN BY: SUNROOM NA interior of the basement wall, C,� PLANS MAY NOT BE REPRODUCED WITHOUT �o BDK 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD /� ,.� NEW DECK NA MEMBER DEPTH. "15/19" means R-15 continuous insulation on the interior or exterior of the hone or R-19 cavity insulation at the WRITTEN AUTHORIZATION. y� (/� w ¢ ^�• CHECKED BY: COVERED PORCHES NA interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the J� '. fl^, basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ? �� COVERED ENTRANCE NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE i.L insulation on the interior or exterior of the home or R-13 cavity insulation at t interior the basement wall. .aa1 �i: SHEET NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE CABANA NA tie or o asemen wa KEHL DESIGN ASSOCIATES, LLC. • THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE - ' t ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN ��`A 051 h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab FACTORSAFETY OF 4. THE SAFETY FACTOR SHALL BE G1 CONCENTRAT D LOADS APPL ED TO THE TOP OF THE RAIL, AND H T AND TO THELOADON THE e. Reserved HE PROOF OF PURCHASE. i ` ' 4FESSIONQ!. IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the froming cavity and providing not less than an R-value of R-19. the authorization Of local governing agencies, such as Suffolk County Dept, DOB NUMBER: OF (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction. ® EHGDESIGN•ASSOCIATFS,uc insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF / / / �/ N = '�; MTS20 LTS20 - -- __ TWO 8d NAILS THIS - U. SIDE OF TRUSS. PROVIDE (1) HGAtOKT ON FASTENERS e �. o !' iE - ALLOWABLE LOADS +'2 LOAD WITH TOTAL FOUR a ° SIDE OF CEILING JOIST ;/ Ell--- LATERAL AND ON SIDE OF RAFTERMODEL TO GA UPLIFT UPLIFT CODE 8d NAILS (133 160) 8dx1� N0. TO AVG F. INTO TRUSS RAFTERS/ TO TO ULT. NAILS TRUSS PLATES STUDS (133) (160) F F2 (133& - STU 8"- ll NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE—SIMPSON H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND -® TAKE-UP WASHER --- KEL DESIGN ASSOCIATES �.c PROPER INSTALLATION PROCEDURES residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO • I o ARTJ'x12 P0.Box 1675 phone: (631)433 9084 (TOTAL) LENGTH OF BOLTIN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o MODEL GA AVG CLEAR ULT. LFTA LFTA N 2 REF. INTO Southold,° °° ° ° ewYork 11971 E-Mail: ssbn654@optonline,net NO. MAX. Z" 2 " 3" 3 „ PLATES o po ° • °• WIDTH SPAN L CITY DIA 14" 2' 21" 3' 3}" 1 1,, EIGHT Kehl Design Associates,LLC o formed D A K Associates,LLC 8d NAIL S P 4 12os laoo s, aa, 85 OWNERSHIP & USE OF DOCUMENTS: INTO 9 Y LFTA 16 2�" 17" 3g"16-10d — 4200 STUD 2 DOUG-FIR LARCH / SO. PINE o0 FASTENERS ALLOWABLE UPLIFT LOADS3 These drawings and specifications including the MODEL L AVG 10d tOd x 1 CODE I ° N0. ULT. REF. LFTA LSTA 21 ° g 9 P 10d 10'J x 14" (133 / 160) (133) (160) °° ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 0 Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ° ° °° HGA10 with any work or project other than for which Mrs20 20 14-10d 14-10d x 14" 3116 l000 Sao 1000 3, 41, 128 q "f ARTJN12 ° DETAIL Kff they have been prepared without written consent. LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNW- DETAIL, "Ell STU 5 - COUPLER NUT 8 DOUG-FIR-LARCH Equal number of °° SIMPSON TYPE OF DIRECTION SO. PINE CODE specified nails In L TAKE-UP WASHER MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. NO. TION FLOOR ROOF )160 (100) (125) 160 each end Simpson Strong-Tie G 515 645 670 CS16 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL H' H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS+•''9(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'x12 STUDDEFLECTION DEFLECTION CODE MODEL MACHINEAVG LENGTH OF BOLT 2.3 AT HIGHEST ULT. AT HIGHEST REF. NO. BASE BODY a ANCHOR BOLTS IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE ° GA GA HB SB W H B SO CL DIA5-8 DESIGN LOAD DESIGN °p OTY DIA i2" 2" 2�" 3" 34" 54" LOAD WHEN RAISED OFF o THE SILL PLATE o 0 HD2A 16 12 4 2�" -4 8" 21%" i„ 1+25" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG W L STJD PLATE ULT. (133)2DF / SP (16 0) RODE SP4 3A" 71" -10d x 1 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o WORK NOTES: No. GA Yy L NAILS FLOOR'100 (133) (160) REF. o0 LSTA21 20 1 21 1 -10d 905 1 1205 1 1295 7, 40, 90 ° 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o N0. GA W L NAILS FLOOR REF. (160) REF. Simpson Strong-Tie STU 8 — MSTA24 18 1 14" 1 24 18-10d 1025 1 1370 1640 1 7, 40, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE LUS46 SIMPSON L SPACING REF. HD2A NOT FOR GA CUT LENGTH (TOTAL) 2 TAKE—UP WASHER N0. (LENGTH END (100) (133 / 160) oc. OF ROLL) (IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2A" 7 40 gp ARE TO BE TOP MOUNTED UNLESS OTHERWISE USE UNLESS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS ON, - R AR H N ALLOWABLE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR SNOW 115 ROOF 125 BY A LICENSE PROFESSIONAL ENGINEER, PLACES CODE DETAIL 11Ff' CERTIFIED BY A 10d 16d ULT. (133) (160) tOd 16d6d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS45 18 3 " 4 2 4-16d 4-16d 6076 1140 1160 — 1000 — 115 ff DETAILI0 1250 7, 40, 127 ff CN W— COUPLER NUT PROFESSIONAL HUS210-2 14 3� 9{�" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 DOUG-FIR AR H PIN A — 511 A ART8'x12 MODEL FASTENERS AVG LATERAL CODE S TU 8 UPLIFT (133/160) REF. ENGINEER No. GA ulT. SIMPSON TAKE-UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HGA10KT 14 4-SDS4"x12' 4-SDSJ"x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS. \\ COUPLER NUT S ID 4 PROJECT: TOTAL FOUR o /• ® .USE A MINIMUM OF 8d NAILS TWO 8d NAILS THIS INTO TRUSS SIDE OF TRUSS. MTS16 STU J"- ANCHOR BOLTS MTS16 SIMPSON LSTA21 SIMPSON II TOTAL FOUR /. 0 TAKE-UP WASHER 8d NAILS HD2A Strong-Tie INTO TRUSS ° LSTA 21 H U S 210-2 Moorw TWO o FI 8 AIL 18975 To ° PLATES SOUNDVIE TWO i EIGHT ° Bd NAIL I 8d NAIL INTO ff if INTO DETAIL A I' STUD Simpson Strong Tie PLATES °Oo ® AVE■ H7 EIGHT / SOUTHOLD, NY, 11971 IN NAIL ®TO DETAIL "D" DETAIL "G" DETAIL STUD Simpson Strong-Tie LFTA H7 Simpson Strong-Tie DETAIL "L" SCTM: # 051-01-016 LFTA ROD SYSTEM LFTA DRAWING TITLE: Ridge Strapping NOTE: LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS BP ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS SIMPSON WINDLOAD RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 • II 1'-C" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. STRONG-TIE DETAILS 2nT FLOOR V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft, per vertical ft. I , H,sT FLOOR F ,ST FLOOR ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. er vertical ft. ROOF P / ROOF DRAINAGE ROOF AREA = 0 sq/ft AREA ADDED CALCULATIONS AND I, LTP4 U = AxRxc PLUMBING RISER DIAGRAM A = 0sq/ft I LTP4 1 ST FLOOR R = 2" RAINFALL = .17 ft LTP44 F.A. VENT 6• ABOVE GRADE C - COEFF. - 1.0 NOTES. DETAIL licit 3.. V = 0 x 1 x .166667 = 0 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-TIC? 3..z.• FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE L T P 4 DETAIL "B" F-l o o r-t o-P l o o r Connections Ridge Strapping z I 0 / 42.25 VERTICAL FT. / FT = 8,52 V.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail BASEMENT FLOOR USE 2 8 DIA. POOL 5'-0" DEEP = 0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strcng-Tie 2 ' 2 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. C.O. 4�• OR Floor-to-Floor Connections 3 4 TO SC WA APPROVED 0 / 22.3 VERTICAL FT. / FT = 16.14 SEAL: DATE: SEWERAGE SYSTEM JANUARY 14, 2021 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY STRAPPING TO BE PROVIDED AT 32"oc AND 16"oc. WITHIN 4' OF ANY OPENING OR CORNER. USE (3) 6 DIA. POOL 6 DEEP = 0 V.F. PROJEC NO: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. FOR EXTERIOR WALLS PARALLEL TO THE RIDGE STRAPPING TO BE PROVIDED A CONTINUOUS LOAD PATH FROM , PLUMBING RISER DIAGRAM (NTS) o� 11 V . 1083-2021 FOUNDATION TO THE RIDGE AND BACK DOWN TO THE FOUNDATION ON THE OTHER SIDE. POOLS TO BE PLACED ON OPPOSITE SIDE OF Y ��tid�+� DRAWN BY: NO SUBSTITUTIONS FOR EXTERIOR WALLS PERPENDICULAR TO THE RIDGE A CONTINUOUS LOAD PATH FROM THE FOUNDATION TO THE ' S� 'r�• CCl�tv,., ' �' BDK All framing hardware shown on these plans, TOP OF THE RAFTERS IS TO BE PROVIDED. HOUSE AND/OR LEADERS TO BE PIPED TO /,Z,'6 �, �, off\ �:7 C CKED BY: POOLS (1/2 OF THE ROOF TO DRAIN TO EACH unless otherwise Indicated, is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE � No substitutions are approved or authorized, POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTICV SHEET NUMBER: Due to the relationships of framing hardware to R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). " LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A the other components of the structure, any framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES "t'�'� r- 4 G � hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS of THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA .. �'f►'p N��' null and void, and 'Nil[ result in the installer/contractor S 10 assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS WHERE TRAFFIC IS TO BE PRESENT. performance of the entire system. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. 0 MU?DESIGN•ASSOCIATES, ur 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) " IX 111 PROVIDE HURRICANE STRAPPING IN KEHL DESIGN ASSOCIATES �c f ACCORDANCE WITH THE residential & commercial design . consulting 2020 RESIDENTIAL CODES OF NEW YORK STATE. P0,Box 1615 phone; (631)433-9084 NOTE: VERIFY ALL DIMENSIONS SOUfhOltl,New York 11911 E-Mail: ssbn654@optonline.nel ( x Kehl Design Associates,LLC®formerly D A K Associates,LLC ALL HEADERS ARE TO BE N (2)1 a"X 9Y" LVL UNLESS I OWNERSHIP & USE OF DOCUMENTS: OTHERWISE NOTED EX. Deck �(� o These drawings and specifications including the ideas, design and arrangements represented Ex. Crawl Space therein, are the property of KEHL DESIGN Ex. Bedroom ASSOCIATES, L.L.C. No part thereof shall be Ex. Basement Ex. Basement NOTE: PROVIDE FIRE BREAKS EX, Bedroom copied, disclosed to others or used in connection N AS PER r----_1 THE 2020 RESIDENTIAL with any work or project other than for which they have been prepared without written consent. CODES OF I NEW YORK STATE, REV: 12-27-19 Ex. 2x8 Floor Joists @16"oc. Ex. 2x8 Floor Joists @16"oc. Ex. 2x8 Floor Joists @16"oc. o ¢J N I N N � O x N I I � (0) 1 I 13'-4" � v Ex. Basement o Ex. Basement Ex. Crawl Space ( Ex. Bedroom Ex. Bath Ex. Bath Ex. Deck i 'y fi7 C_J �x C N O o Tub X (V W Ex. 2x8 Floor Joists @16"oc. ———— Ex. 2x8 Floor Joists @16"oc. Ex. 2x8 Floor Joists @16"oc. WORK NOTES: I I Ex. 2x6 Ceiling Joists @16"oc v ( Ex. 200 Ceiling Joists @16"oc. 3 I I Sistered with 2x10 o N Ex. Basement �� Ex. Basement Ex. Crawl Space Ex. Kitchen NOT FOR Ex. 2x6 Ceilnq Joists @16 CONSTRUCTION Ex. 2x6 Ceiling Joists @16"oc v ( Ex. 2x10 Ceiling Joists @16"oc. Ex. Crawl ace x o i 9 Sistered with 2x10 USE UNLESS Ex. Deck CERTIFIED BY A PROFESSIONAL Ex. 2x8 Floor Josts @16"oc. Ex. 2x8 Floor Joists @16"oc. Ex 2z8 Floor Joists @16"oc. _ Ex. 2x8 Floor Joists ClCoc ENGINEER _ Ex. 2x6 Ceiling Joists @l6"oc• Ex. 2x10 Ceiling Joists @16"oc. _ E _ Ex. 2x6 Ceiling Joists @16"oc. v Sistered with 2x10 Z ( Line of Second Floor Above Ex. Crawl ace Ex. Basement _ Ex. Basement Ex. Crawl Space w Ex. Living Room N I I L----J I o _ Ex. 2x10 Ceiling Joists @l6"oc. I Ex. Dining Room i PRo,.JEGT: Ez, 2x8 Floor J sts 016"oc. Ex. 2xB Floor Joists @16"oc. Ex. 2x8 Floor Joists @16"oc. Ex. 2x8 Floor Joists @16"cc. Ex. 2x6 Ceiling Joists @16"oc. o _ Ex. 2x6 Ceiling Joists @16"oc. o Sistered with 2x10 MOM, 0 Iner Ex. Deck Ex. Crawl 0pace r% E "k I Fr% "m w E i 18975 ti Ex. 2x10 Ceiling Joists 016"oc. 14'-3" SOUNDVIEW "E. �p D o Ex. Plumbing � SOUTHOLD, NY, 11971 Ex. Ceiling Joists @16"oc. _ Ex. 2x6 Ceiling Joists @16"oc. O Ex. Plumbing o -04 o o Sistered with 2x10 SCTM: # 051-01-016 L _ e DRAWING TITLE: Q N ¢Lt ¢ N o I PROVIDE HURRICANE STRAPPING IN Ex. Sitting Area �� Ex. Sitting Area mi Ex. Sitting Area o ACCORDANCE WITH THE Ex. Basement Ex. Basement °° ® 2020 RESIDENTIAL CODES Ex. 2x10 Ceiling Joists 916"oc. V w NW OF NEW YORK STATE.Ex. Plumbing Ex. Ceiling Joists @16"oc. Ex. 2x6 Ceiling Joists @l6"oc. w OO — Sistered with 2x10 PLANS AS NOTED NOTE: VERIFY ALL DIMENSIONS ( EX. Deck ALL HEADERS ARE TO BE (2)1Y,,"X 9Y" LVL UNLESS OTHERWISE NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NOTE: PROVIDE FIRE BREAKS PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL AS PER FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE THE 2020 RESIDENTIAL DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EXISTING FOUNDATION PLAN CODES OF EXISTING FIRST FLOOR PLAN UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW YORK STATE. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Scale:4"_ ��-0° Scale:4"= 1r-On SEAL: DATE: JANUARY 14, 2021 PROJECT NO: 1 -2021 083 .��Cl �► R., DRAWN BY: BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE i >® ^� 41 © �.-•-'��� � R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE i LEr NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACWRDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUG ' WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE `FQ 0 . tv A101 R301.1.1 ALTERNATE PROVISIONS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building requirements with such and re 1�IIrDESi(�I•ASSOCIA codes all conditions Verify etc FEMA DEC,Departments, , . y , , q 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) M uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. PROVIDE HURRICANE STRAPPING ACCORDANCE WITH THE 2020 RESIDENTIAL CODES OF NEW YORK STATE. KEHL DESIGN ASSOCIATES roc NOTE VERIFY ALL DIMENSIONS residential & commercial design • consulting ] Ex. Basement Ex. Basement Ex. Crawl Space ALL HEADERS ARE TO BE Ex. 2x8 floor Josts @icoc. Ex. 2x8 Floor Joists @16"oc. Ex. 2x8 Floor Joists @16"cc. Ex. 2x8 Floor Joists 916"oc. PO.BOX 1675 phone: (631)433-9084 (2)1 a"X 9Y2' LVL UNLESS Move F.A. Vent to Rear Wall Soulhold,New York 11971 E-Mail: ssbn654@optonline.nel OTHERWISE NOTED Existing Provide 2x4 Wall around Pipe Pitched Roof EX. Furnace I Kehl Design Associates,LLC®formerly D A K Associates,LLC Provide Masonry opening Tl�/ll/T/� NOTE: PROVIDE FIRE BREAKS 3'-9"wide z T-12" high OWNERSHIP & USE OF DOCUMENTS: >, Provide double 2x ACO Stepped AS PER Buck around Opening Footing THE 2020 RESIDENTIAL I i x These drawings and specifications including the x. C� 3068 — I CODES OF i ideas, design and arrangements represented � — — '" therein, are the ro ert of KEHL DESIGN Ex. Bedroom ---------------� r----------------------------------------------------------- P P Y NEW YORK STATE. CL. m ____ ------ I I ___ I I I D ASSOCIATES, LLC. No part thereof shall be — ------------------------------------------------------L-- A I� r i i copied, disclosed to others or used in connection X 2)44 " LIVL Grder I IL�IVL Crder a A with any work or project other than for which W L-------------- ' i o I I they have been prepared without written consent. - -------d Existing i I L �W�C m N c m I l l I o (�-- 0--- o Y o o Pitch oo o I I ��' o f _ I o Q m i I o o ¢ m Dropped Footing I I I REV: -5; For 608ODD w/ - CD I 1 I = J I (2)2X12 ACQ Buck I I 12-27-19 2` a� I .x TD B ( )lp X 1181 LVL Girder 1B o a> ,off I a o I I o Ex. JL BP. BP. �� • I I Above Above LIN. (2�14 �Vt de - -_(�}fi4x tl�tVt-&irder---------- - - ----_----(4)J!Tx Hg t�Vt-birder-------- - - ----�2}l -1 L�/L G der-- - -( "z " LV� irder Existing Existing Pitched Flat Roof — — — I Hitched oo ¢ i I WL-------------------------------------------------------------------- Ex. Bath r ------------------ Ex, Bottom Off Wall CL. Stepped Footing 37'-6" TEMPORARY FOUNDATION SUPPORTING PLAN WORK NOTES: Existing Pitched Flat Roof Existing Scale:4"= 1'-0" Pitched Hoot NEW FOUNDATION WALLS Ex. Bedroom NOT FOR CONSTRUCTION Existing USE UNLESS Hitched o0 CERTIFIED BY Existing Pitched Flat Roof Q PROFESSIONAL >C 0 w ENGINEER . w= I 1_l LUG Ex. 28310 �lla�l LII I II II I I II �I WLUL1L11 Existing Pitched Roof W LU L1l I I I II L I II L I II II I I I I II I I I� II LI I I II I I I I II w � UJ1J1U�1 W LJJ I U I I I I I I I� �I I I L I I I LI I I I I I I I I I I I I I I I� I I I LI i I I 1 I I L I I I 1 I U I I I I II III II LIL Existing �11L1 W ��LIJ U Ul l U L11 �U L IJLLILLL S tc JI IIII 11 I ILI I�� II 8310 Windo PROJECT: .N� 1111_LLLI_I �1LLL 1 ll J I_W1J I LL-I � and filled-in. w � LIJ II II ILIL.II It II I ILII 111 Existing Pitched Flat Roof Ln Moore Existing Pitched Roof R E S 1 """ Elm" C E Lao Existing Pitched Roof 1 18975 Existing SOUNDVIEW "E. Chimney Existing Pitched Roof SOUTHOLD, NY, 11971 I I I I LiULLWL I I I I II i1111tjILll�l�111 IIII I SCTM: # 051-01-016 LLL-LI � 11�1�11LLLH 11 I LLLILI DRAWING TITLE: LEILI Existing Pilched Roof Existing Pitched Flat Roof Existing Pitched Flat Roof i L I I Existing Pitched Roof PLANS AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EXISTING EAST ELEVATION FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT THE PROVIDE HURRICANE STRAPPING IN DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR ACCORDANCE WITH THE EXISTING SECOND FLOOR PLAN UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2020 RESIDENTIAL CODES FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. OF NEW YORK STATE. Scale:4"= 1'-0" Scale:4"= 1'-0" SEAL: DATE: JANUARY 14, 2021 NOTE: VERIFY ALL DIMENSIONS s�., PROJECT NO: 1083-2021 Q DRAWN BY: ALL HEADERS APE TO BE (2)13/"X 9 2" LVL UNLESS S '° �O�ti BDK OTHERWISE NOTED f ,� � R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 'S CHECKED BY:CHECKED © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �• " `` R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND ;12 , t•, , SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ' NOTE: PROVIDE FIRE BREAKS LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES AS PER Q Al 02 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF -fie` rJ� r� THE 2020 RESIDENTIAL CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE � � n� �4 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ��� CODES OF R301.1.1 ALTERNATE PROVISIONS NEW YORK STATE AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEH6DEIGN•A%0CIAM uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. X/, ZZ,�,-- Basement Ex. BasementSpacer;- f Ex. ase Ex. Crawl ,r ,:., Ex 2z8 Floor Jo sls @16"oc. Ex. 2x8 Floor Joists @16'oc. Ex. 2x8 Floor Joists 516"oc. Ex. 2x8 Floor Joists 616 oc. C o j 1�L._LO I it Ji l499 u / Move F.A. Vent to Rear Wall / . Provide 2x4 Wall oround Pipe /i PROVIDE HURRICANE STRAPPING IN - r/ R G Ex. Furnace I ACCORDANCE WITH THE Provide Masonry opening 3'-9"wide x 7'-12' high 2020 NEW RESIDENTIAL STATE. KEHL DESIGN ASSOCIATES Provide double 2x ACQ r residential & commercial design . consulting Buck around Opening N 3068 I ti — — — NOTE: VERIFY ALL DIMENSIONS r� 1011 � 1IOIO1l� I1�11OIO110101�1101�11U1O1�I�101011lI1011�l I Q P0.Box 1675 phone: (631 433-9084 Southold,New York 11971 E-Mail: ssbn654@opfonline,net A -93/" P3'-2" ALL HEADERS ARE TO BE (2)13/"X 9Y" LVL UNLESS OTHERWISE NOTED Kehl Design Associates,LLC.formerly D A K Associates,LLC W 1-8" OWNERSHIP & USE OF UUCUMENIS: ✓//1'-8" o �, ® YV/C o 0 0 0 / '~• 777 c0 NOTE: PROVIDE FIRE BREAKS U These drawings and specifications including the o o AS PER Q Ex. Basement Ex. Crawl Space ideas, design and arrangements represented Ex. Basement p Ex. 2x8 ACO Floor Joists therein, are the property of KEHL DESIGN _ THE 2020 RESIDENTIAL Ex. v ASSOCIATES, LLC.pNo part thereof shall be ¢ c B Move F.A. Vent to Rear Wall CODES OF 3 Crawl Provide 2x4 Wall around Pipe 10'-0" copied, disclosed to others or used in connection NEW YORK STATE. I with an work or project other than for which I✓/ IU Provide Masonry opening I y p 1 w 1_g^� I V Space Ex. Furnace 3'-9"wide x 7'-1 ° high they have been prepared without written consent. �B Trosh Provide double 2x ACQ 35'-2" LU Pump Buck around Opening REV: •�� ;o� �� —3068 — 9 a" i 12-27-19 r� Stepped A " Ex. 2x8 ACQ Floor Joists A. Footing " Sand Base under Patio �cD cp NEW FOOTING PLAN New 8„x8„ • -3" N Q N ¢ ¢ o o Yard Drain oCD Sitting o Work Out o � a Area 3 Scale:4 = 1r-4^ NEW FOOTINGS H „y� ` ` Shower Poc. N m Room N B. 8" 3Y" F- o Room w w w Sunken — " �26 1 Patio Ex. Basement Ex. Basement Ex. Crawl Space . Ex. 2x8 Floor Jo sts @16"oc Ex. 2z8 Floor Joists @16"oc. V Ex. 2x8 Floor Joists @16"oc. Exca_ . 2x8 Floor Joists @16"oc. Move F.A. Vent to Rear Wall Provide 2x4 Wall around Pipe Gas CW14L CW14L 3"SM. CW14R CW14L 3-SM. CW14R WORK NOTES: Ex. Furnace I Meter Provide Masonry opening 3'-9"wide x 7'-12" high 10'-8Y4° `u'-1;" 12'-8� " 7'-10 e° Provide double 2x ACQ F i r Buck around Opening 3068 I I I x -- — — NOT FOR --------------� r -------- I I ------------------L-- I �— c' -------------------------------- � 2'-w° 5'-a" ,'-34" CONSTRUCTION A I i-----------i I LI i------- I I a A I I SHOWER ROOM PLAN I L------- --J i Stepped I 1 2" z USE UNLESS I � � Footing I I VIA/C 1_ I scare:-,�^_ -o^ 4'x4' CERTIFIED BY A I I o o o I � I IC4) NEW INTERIOR WALLS Drywell ' N ¢ 13 N ¢ PROFESSIONAL Dropped Footing I For 60BODD w/ o B ENGINEER N (2)2X12 ACQ Buck i t 1 1 I • I � � I � O o I I o a C I --------------------------- I m m r------------------------------------------------ ---------------r---� I I Existing 2x8 Box Beam Existing 2x8 Doh Beam Existing First Floor Area g (2)13"x 74 LVL Flush Beam (2)14"x 74' LVL Flush Beam Existing 2x8 Box Beam L---------------------------------------------------------------------------------- ----J p, I ------ Stepped--- — (2)1 a x 74 LVL\ ,I I Flush Beam 2 2z6 op Plate (2)14"z 118" LVL Girder Bottom (2)14"LVL Header PROJECT: Off Wall Stepped Window Height to Match Door Ex. 2x8 Floor Joists 916"ac. Footing 2 13% 118' LVL Girder (2 14"x llx" LVL Girder 21 "z 11"" LVL Girder g ( ) ) B ( )4 $ 11'-7Y" N 2x6 Studs @ 16"oc. 37'-6" ` 12'-8� 10-10� 2" CDX Sheathing Moore 2 R-21lnsulation New C INEW FOUNDATION PLAN - Existing Basement Area o _ „Y" '01 E S I EPM1 C E SOUTH GRADE o S o " R-21 Insulation R-15 Insulation " R 15 Insulotion o _ ' o 0 o Work Out o f I I (2)2x6 ACQ SillCD 1" R-15 Insulation Ll = co Seale:4 — -0 NEW FOUNDATION WALLS — — —Hecht of New Concrete Waller— — Hei ht of New Concrete Wail — — — — — _ _ _ Room 18975 (C _ Provide Masonry Rough Opening EAST GRADE N � z GRADE GRADE Y 9 P 9 t Ehis my Floor Height_______ _ Existing Floor Heyht� a for 6'-0" wide x 8'-O" High - --- ----------------- _____ _____-------_--------------____ _ ____ __----_ _____ ____ " Doable Door �,'-D• • SOUNDVIEW AVE. 8" P.C. Foundation > — HouseBFor mentFloarHeighi �— - - - - - - - - - _ - - - - - — - - - — - - 11Y" �,� r — — — — — — Damp Proofing Ex. Basement Ex. Basement Ex. Crawl Space — — — — —— — — — — — — — — — — — — — — — — — — - — — N — — " o SOUTHOLD, NY, 11971 E p M New Hei ht ILNew Floor Height—, New Floor Hei ht �" I Ex. 2x8 Floor J sf @16"oc. Ex. 2x8 Floor Joists @16"oc. Ex. 2x8 Floor Joists @16"oc. Ex. 2x8 Floor Joists 016"oc. — _ �8" SCTM: # 051-01-016 Move F.A. Vent to Rear Wall (4)#5 Rebar L.W. (4)#5 Rebor L.W. (4)#5 Rebar L.W. L (4)15 Rebar L.W. • Provide 3'x3'x1' f� Provide 3'x3'x1' Provide 2x4 Wall around Pipe 2-0— Bottom of Equally Spaced Bottom of Equally Spaced Equally Spaced U Equally Spaced Ste Footings as Necessary ;DRAWING TITLE: Conc. Footing Cons. Fooling l'-8" P 9 Y 1' 4• Footing Footing Provide 3'x3'x1' I Beneath Posted Provide 3'z3'xl' Beneath Posted Ex. Furnace Provide Masonryopening Points #5 Repair S.W. Provide Footing #5 Rebor S.W. Conc. Footing Points #5 Rebar S.W. P 9 9 Conc. Footing 2'-0" cc. Conc.fooling 2'-0" cc. g 2'-0" cc. 3'-9"wide x T-12" high Beneath Posted Beneath PoinPosted Beneath Posted Points Stepped 20"x8" Conc. Footing (Min. 3'-D" Below Final Grade) Provide double 2x ACQ r Buck around Opening Provide 3'x3'x1' Paints Bottom o _ x Conc. Footin #5 ts Rebor S.W. Footing #5 Rebor S.W. Fooling g 2'-0" cc, 2'-0" cc. PLANS AS NOTED 3D68 _ x Beneath Posted Points CROSS SECTION A Bottom toting f n A 1�. 3 8 W2 SCALE: 1/4"= 1'-0" � a 103 ,C o NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL o n Rough Opening PROVIDE HURRICANE STRAPPING IN FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE D For 608ODD w/ B 11� (2)2X12 ACQ Buck B ACCORDANCE WITH THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 103 8 w w W 1 3 2020 RESIDENTIAL CODES UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT OF NEW YORK STATE. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: I I 3Y" • NOTE: VERIFY ALL DIMENSIONS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE JANUARY 14, 2021 I ^ �' ^�' � � 11Y" �,,•",;,� PROJECT N0: —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — J s R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY �• ALL HEADERS ARE TO BE SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND 1083-2021 '�'�` �/� DRAWN BY: 14R CW14L 3"SM CW14R CW14L 3"SM. CW14R (2)13/"X 9�' LVL UNLESS LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND �' �;,N ,�'J• 6(j OTHERWISE NOTED STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT �,�,,, GG BDK PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM $. -, ° � CHECKED BY: THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND 10'-83/" -13a• • 12'-8� /s" STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE S EET NUMBER: NOTE: PROVIDE FIRE BREAKS REQUIREMENTS OF THIS SECTION. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ` ` ? __ 3T-6" AS PER WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OFr � ".. . THE 2020 RESIDENTIAL R301.1.1 ALTERNATE PROVISIONS Al 03 CODES OF AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED KEHL DESIGN ASSOCIATES LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A `mot �, NEW YORK STATE. SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. � NEW FRAMED EXTERIOR WALL PLAN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: OF 1„ ^ 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Acceptance of these drawings does not authorize the right to build without the authorization Scale:4 = -0 NEW FRAMED WALLS 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such MIDBSIGN-ASSOQAIPS,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. Ex. Ridge Beam PROVIDE HURRICANE STRAPPING IN i Ex. Rafters Ex. Rafters ACCORDANCE WITH THE 2020 RESIDENTIAL CODES OF NEW YORK STATE. I KEHL DESIGN ASSOCIATES Lt,C LTA ———————————————�'J � residential & commercial design • consulting II I NOTE: VERIFY ALL DIMENSIONS I I (2)14"x 74" LVL Header II I I I P0.Box 1675 phone: 1631�433-9N I I Southold,New York 11971 E-Mail: ssbn654 o f Ex. Bedroom Note: Provide all necessar flashin p Onllne,net Existing ALL HEADERS ARE TO BE I I y g Pitched Roof (2)1/X 9Y" LVL UNLESS g ys a" I I � of points of roof and wall I Provide Wire Railin Stem I I intersection to prevent water OTHERWISE NOTED Kehl Design Associates,LLC a formerly D A K Associates,LLC ---_-----------------------------_j 1 -- from penetrating the exterior 'T/l//'/" % %//T/Ilr/% 77-7 siding and roofing. I; OWNERSHIP & USE OF DOCUMENTS: >+ I I I Sister Existing 2"x10" Roof Joists @16"oc. Pitched I: S NOTE: PROVIDE FIRE BREAKS I I ` with 14"z 92" LVL Cuf to Pitch I a"x6" Azek or Trex Decking These drawings and specifications including the Ex. _ AS PER I 2x10 ACO Floor Joists 16"oc. ideas, design and arrangements represented 2z10 ACO Box Beam therein, are the property of KEHL DESIGN CL• Ex. Bedroom THE 2000 RESIDENTIAL Ex. 2x6 016 oc. Sistered with 2x10 @16 oc s6 @16 c. Sistered with xl 1 ASSOCIATES, LLC. No part thereof shall be Im CODES OF FT—_-------- copied, disclosed to others or used in connection NEW YORK STATE. (2) Layers e Substrate P Rubber Membrane RoofingProvide 2-La er Hurricane Clips with any work or project other than for which Y New 2z4 Blocking Beneath all Sleepers they have been prepared without written consent. I Existing I Provide Skewed Filler Pitched Roof I I 44 Post Boxed Under Roofing REV: I I out to 8"x8" 1 2-27-19 II II II II II — Ex. 2x8 Floor Joists @16"oc. Ex. 2x8 Floor Joists @16"oc. Ex. 2x8 Floor Joists @16"oc. Ex. O ==_______= ° I Ex. (3)2x8 Girder Sistered with Existing LIN. �_� New 3 $ I I New 14"x 91" LVL Each side Pitched Roof3 Pitched RoofCU Z Ex. Bath Z m I I I I Ex. CL. I I I I A 1A4 I I 4 I I rl—1, —J WORK NOTES: Existing z� Pitched Flat Roof Pitched oo v N z CROSS SECTION A Ex. E edroom SCALE: 1/4"=1•-0" NOT FOR 104 CONSTRUCTION Existing USE UNLESS X Pitched oo _� ZN Ex. Ridge Beam CERTIFIED BY A W V 1 Pitched Flat Roof F----------------- ------ --------------------- PROFESSIONAL 3 I Ex. Rafters Ex. Rafters ; ENGINEER N O Z iC � wI ----- Ridge Post L_T r Hurricane Strapping ______________T J New 2z12 Rafter Nailer r N w 2x6 Rafters @16"oc. Note: Provide all necessary flashing I I 1 14" LVL Ridge Ledger Beam Fill-in Existing Hurricane Strapping I (2)2x6 Ridge Post at points of roof and wall I I Window I 14"x 11�' LVL intersection to prevent water I I B ' B Existing 2x8 Ridge Ridge Beam 28310 window from penetrating the exterior I I 1 4 New New New 1 4 i I to be Removed siding and roofing. I I Pitched Roof Pitched Roof Pitched Roof I I and filled-in. Hurricane Clips I I I I l4" g"xll LVL Purlin Existing ____----------------------------- III I PROJEC I: New @16oc. I Pitched i fk' 2X6 Ro 1e S New q' COX Roof Sheathing - I I H oc. Joist anger I I ter � I I w Moore Ex. Zx6 R° I I 14"x 14" LVL Ri ILedger Beam New 4x4 Post I I Al New � New New ———— Ex 2x6 @16 oc. Sistered with 2x10 @16 oc r 1 � r wi h xl 1 Pitched Roof Pitched Roof Pitched Roof �——— —— I I r"' ESIDEIR 0 A r 6"oc M, " E Ridge Post I I Ex. Flush Beam New 2x4 Blocking Existing Pitched Roof I I (2)2xlO's w/(1)2xl2 (2)14"x 16" LVL Flush Beam _ i 18975 ( PROVIDE HURRICANE STRAPPING IN I I 44 Post Boxed 44 Post Boxed SOU N DVI EW AVE. B New Pitched Roof New New ACCORDANCE WITH THE i I out to 8"x8" out to 8"z8' SOUTHOLD, NY, 11971 Pitched Roof Pitched Roof 2020 RESIDENTIAL CODES I OF NEW YORK STATE. I I E SCTM: # 051-01-016 m( o NOTE: VERIFY ALL DIMENSIONS —————————— I Ex. 2x8 Floor Joists @l6"oc. DRAWING TITLE: Ex. 2x8 Floor Joists @16"oc. Ex. 2x8 Floor Joists @16"oc. A Existing Pitched Roof N A I 105 x 105 ALL HEADERS ARE TO BE Ex. (3)2x8 Girder Sistered with rx w (2)1 4"X 9Y" LVL UNLESS New 14% 9' LVL Each side OTHERWISE NOTED I I New Pitched Roof I New I New PLANS AS NOTED Pitched Roof Pitched Roof I I Ridge Post NOTE- PROVIDE FIRE BREAKS I I AS PER I I THE 2020 RESIDENTIAL CODES OF I I NEW YORK STATE, I I I I NO1 ES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE —J DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL CROSS S E CT I ON DIETED CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FEED FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW SECOND FL OR PLANUNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT scALE: 1/4" 1'-0" 104 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Scale:4"= 1'-0" = SEAL: DATE: JANUARY 14, 2021 PROJECT NO: • (�� + 1083-2021 DRAWN BY: ;� �► Apo BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE C COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE _ R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A . e COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE , Al 04 PLANS IS LICENSED EXCLUSIVELY TO 11gE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such MDERGN-0011 ATES,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. , a PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE Ex. Ridge Beam KEHL DESIGN ASSOCIATES LLC 202D RESIDENTIAL CODES OF NEW YORK STATE. F-———————————————— ——————— ————————————-1 residential & commercial design . consulting Ex. Rafters Ex. Rafters I I NOTE: VERIFY ALL DIMENSIONS I I I ———————————————- PIC.I PO,Box1675 phone: (631�433-9084 L T Hurricane Strapping ————————————— —I Southold,New York 11971 E-Mail: ssbn654@o tonfine.nei New 2x12 Rafter Nailer —T f p Existing ALL HEADERS ARE TO BE I N w 2z6 Rafters @16"oc. Note: Provide all necessary flashing Pitched Roof Existing 2x8 Ridge Y 9 I I O21%"X 9Y" LVt UNLESS I (2)2x6 Ridge Post at points of roof and wall I I I I Kehl Design Associates,LLC®formerly D A K Associates,LLC OTHERWISE NOTED I 14"x 11''" LVL intersection to prevent water Existing I I Ridge Beam 28310 Window from penetrating the exterior I I OWNERSHIP & USE OF DOCUMENIS: 9 to be Removed siding and roofing. I I Hurricane Strapping Chimney ( and filled-in. I I I I These drawings and specifications including the NOTE: PROVIDE FIRE BREAKS I I I ideas, design and arrangements represented Ex. Bedroom cv AS PER —_—________________ therein, are the property of KEHL DESIGN Im THE 2020 RESIDENTIAL I I:I ASSOCIATES, LLC. No part thereof shall be CODES OF I x I I Joist Honger I.I copied, disclosed to others or used in connection x with any work or project other than for which NEW YORK STATE. I x6 R °t rs '11 oc. I I I Step 4"x6" Azek or Trex Decking they have been prepared without written consent. I Ex. 14"x 16" • LVL Beam. New 4x4 Post 2x10 ACQ Floor Joists 16'oc. _ 2x10 ACQ Box Beam Existing 2z6 @16 oc. Sistered wit 2x10 016 c 2x6 @16 11 oc. Sistered with 2z10 @16 oc Dbl. 2"x10" Roof Joists @16'oc. Pitched Pitched oo t ---------- FT (2) Layers 4" Substrate REV: I Ex. Flush Beam Rubber Membrane Raofin Provide 2-La er Hurricane Clips g y New 2x4 Blocking 12-27-19 I (2)2x10's w/(1)2xl2 Beneath all Sleepers I Provide Skewed Filler II 44 Post Boxed Under Roofing Provide Flashing at All Points of Intersection I I out to 8"x8" 11 Ex. � I I 1r� o I I Existing LIN. z Pitched Flat Roof Pitched Hoof Ex. 2x8 Floor Joists @16"oc• Ex. 2x8 Floor Joists @16"oc. Ex. 2x8 Floor Joists @16"oc, Ex. Bath Z _________ Ex. i Ex. (3)2x8 Girder Sistered with CIL. I I New 14"x 91' LVL Each side I I I I A , A I I 4 14 I I I WORK NOTES: I I Existing Pitched Flat Roof I I Pitched oo I I I I r_Li V a L—J Ex. E edroom z NOT FOR CONSTRUCTION Existing CROSS SECTION A USE UNLESS X 'itched Z N N SCALE: 1/4"= 1'-0" 10 5 CERTIFIED BY A W � N Pitched Flat Roof PROFESSIONAL X U o z ENGINEER Verify with Owner if Installation Top of New Window to be set at Height of is to be Done at this Time. New Windows on the North Side of the Room Fill-in Existing Window Provide Flashing at All Points of Intersection B 104 New Pitched Roof New Pitched Roof 4 r } 5 - J� I ICI I I NEW NEW PROJECT li_LI_I I I�LI I I II L I II II I I I i A : N ExistingI I�� ILL ICI ICI II IL ll l l w aPitched H& Moore New Pitched Roof Existing Pitched Roof New Pitched Roof 1 d II I II I �f I Verify with Owner if Installation Demolish the Chimney is to be Done at this Time. 18975 to Beneath the the UNDVIEW AVE. Roof Line and Rebuild SOUTHOLD, NY, 11971 to 2' above the Nearest f� 1 Ridge or point of intersection o at 10' horizontally Provide New Pitched Roof 1'-s" II I I I I I I I I Flashing and Counter Flashing. E ual - IlEclual SCTM: # 051-01-016 Existing Pitched Roof New Pitched Roof L - NEW IIII �1� NEW IIII II DRAWING TITLE: CW145L J) CW145R A lob , 105 LuILILLL Existing Pitched Roof New Pitched Roof New Pitched Roof PLANS AS NOTED a'-8� Y8 rF 71 F771 7'-10' NEW NEW NEW NEW NEW CW14L CW14L CW14R CW14L CW14R •NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 3"SM. 3"SM• DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL Height of New Slab Inside Basement o — — — — — Height of Grade Inside FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW ROOF PLAN - - - - - - Sunken Patio Area DESIGN PROFF FIELD AL ASSUMES NO LIABILITY FOR OMMD UP DUE TO UNKNOWN OR 4" Concrete Slab _ _ _ _ _ — --:—.— — -; UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT PROVIDE HURRICANE STRAPPING IN NEW EAST ELEVATION - - - -ACCORDANCE WITH THE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 2020 RESIDENTIAL CODES , �„ _ , Bottom of footing Provide 4x 4 Dr well': ',_':�.,•:>' ' Provide Sand around Bottom of New Footin Under SEAL: DATE: $qlg,- — � -Q 9 Drywell and to a OF NEW YORK STATE. 4 1� _ r n Wall on North End $(�lg;4 — � -Q depth of 2'-0" JANUARY 14, 2021 of Exercise Room Below Sunken Patio PROJECT N0: NOTE: VERIFY ALL DIMENSIONS,d �t 1083-2021 j" DRAWN BY: BDK l; cs ALL HEADERS ARE TO BE �' `�` '� �0,"4� C ECKED BY: (2)13/a"X 9Y" LVL UNLESS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATES OTHERWISE NOTED © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE = —'--� 5 +ET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND 10, PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT LOADS LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A ' ON ";'���-�: • ZA105 COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION, BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF NOTE: PROVIDE FIRE BREAKS CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE k � AS PER PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 0�€�Sl4'S�' THE 2020 RESIDENTIAL R301.1.1 ALTERNATE PROVISIONS CODES OF AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS r____ B NUMBER: OF NN NEW YORK SATE. USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) requirements with such and re codes all conditions Verify etc FEMA DEC,Departments, , . y , , q 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) UffiDE90-0"TES ac 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. 911 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE KEHL DESIGN ASSOCIATES LLC 2020 RESIDENTIAL CODESrp\ OF NEW YORK STATE. residential & commercial design . consulting NOTE: VERIFY ALL DIMENSIONS P0.Box 1675 1 phone: Ib3 J 433 9084 Southold,New York 11911 E Mail: ssbn654@optonline,nel -� LI Au ALL HEADERS ARE TO BE (2)14'X 9,V2° LVL UPILESS Kehl Design Associates,LLC•formerly D A K Associates,LLC LILL OTHERWISE NOTED ''" %%�//%//. IILI III L_I I I I OWNERSHIP' & USE OF DOCUMENTS: I I I III �I II Ll l These drawings and specifications including the NOTE: PROVIDE FIRE BREAKS ideas, design and arrangements represented 1 11 111 of AS PER therein, are the property of KEHL DESIGN i1 LI II L1 IJ II LI LI II L THE 2020 RESIDENTIAL ASSOCIATES, LLC. No part thereof shall be ILJ L11 LI ICI II II I II II II II 1 CODES OF copied, disclosed to others or used in connection NEW YORK STATE. with any work or project other than for which they have been prepared without written consent. - F- REV: I � III � III �IIJ� 12-27-19 dLiLu iu LL � III � IIL IIIL IIL IIIIIIL 1 __ LLI_LLLLiLI_LLLdLLLiLff_[I I I I t L 11I L M - ILl I R, I I I III LI I III LI LLU Li III LI I WORK NOTES: SOUTH ELEVATION- NOTFOR SCALE: 1/4"= 1'-0" CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER I II i New CXW16L New CXW16R New CXW16L I New CXWIGR PROJECT:I 2 -Lim Moor i yll"11 11 11 11 H I i1i H I I ili.!i 'ii571 I 1 11 11 P 11 11 11 11 18975 SOUNDVIEW "E. PROVIDE HURRICANE STRAPPING IN 2ACCORDANCE IWT ALHCTHE SOUTHOLD, NY, 11971 IIIIII I LLi OF NEW YORK STATE. SCTM: # 051-01-016 NOTE: VERIFY ALL DIMENSIONS DRAWING TLI LE: ALL HEADERS ARE TO BE U Li 1 (2)1 4"X 9Y" LVL UNLESS OTHERWISE NOTED PLANS AS NOTED 7_1 F 7 NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE. NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NORTH ELEVATION UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE: 1/4"= 1'-0" SEAL: DATE: JANUARY 14, 2021 PROJECT NO: , , 1083-2021 DRAWN BY: NEC w \�C(j CHECKED BY: BDK R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE '` ~' O ' © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 4�9 k ti Z SHE NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �'s* r• LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A �a COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF .,. CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A 106 R301.1.1 ALTERNATE PROVISIONS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such )�EIIrDESIGN•ASSOQA 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) ZES,trc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. PROVIDE HURRICANE STRAPPNG IN Verify with Owner if Installation Top of New Window to be set at Height of ACCORDANCE WITH THE KEHL DESIGN ASSOCIATES is to be Done at this Time. New Windows on the North Side of the Room 2020 RESIDENTIAL CODES 7 Lw OF NEW YORK STATE. residential & commercial design . consulting I NOTE. VERIFY ALL DIMENSIONS PO,Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net 1 ALL HEADERS ARE TO BE -V�LFI (2)13/"X 9%" LVL UNLESS Kehl Design Associates,LLC®formerly D A K Associates,LLC NEW NEW Ll i OTHERWISE NOTED :'77///7// �" /�?�1�//�� A21v LOWNERSHIP & USE OF DOCUMENTS: dLLLa These drawings and specifications including the LLLU NOTE: PROVIDE FIRE BREAKS ideas, design and arrangements represented LLiLL 11 AS PER therein, are the property of KEHL DESIGN THE 2020 RESIDENTIAL ASSOCIATES, LLC. No part thereof shall be CODES OF copied, disclosed to others or used in connection iu NEW YORK STATE. with any work or project other than for which L _ I J LLLM they have been prepared without written consent. LlI II I l �111 III 1�1 REV: LLLL "I 12-27-19 diLLiLLLL1ll N II N LLL I I L11 L11 I I I �1J IJ II I I11 111 I I I Ill NEW NEW CW145L CW145L L1�1111-�iJ ELL-U--LLJ1 IIIJ I I ILJ I I il 1 I LLJ �1 I UJ I L Lill IIIII IIII I I �� 11 11 E I I I I II I I I I II I I I I II I I I I II I I I I II I I I I II I-L" 1llL11 Il 11 11 ll� 11 11 11 11 l NEW NEW NEW NEW NEW CW14L CW14L CW14R CW14L CW14R iLLJ �� ti � � � � � � ____ � � � � � � � --d WORK NOTES: 3"SM. 3' Height of New Slob Inside Basement o — — — — — Height of Grade Inside Sunken Patio Area 4" Concrete Slab — — — — — — Bottom of Footing — I I Provide 6 x 4 Drywe11 EAST ELEVATION - - - - - NOTFOR Bottom of New Footing Under ,. . . • , Wall on North End 2—0 "',Provide on around Yw depth of " of Exercise Room Below Sunken Patio ONSTRUCTION SCALE: 1/4"= 111 USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER r s 11"� I�ll_111 I I III PROJECT: -- r ll1W 1ZZ 18975 l�Lw 1 SOU N DVI EW AVE. PROVIDE HURRICANE STRAPPING IN Ll 2020 ACCORDANCETWITH COTHE DES SOUTHOLD, NY, 11971 l 1 OF NEW YORK STATE. N � " L i SCTM: # 051-01-016 �' NOTE: VERIFY ALL DIMENSIONS DRAWING TITLE: I I L I ILL'1 11 111 ILI I 1 11 1111 11 1111 1 I (IIII �I- 111 111111 1111 1 1 tj�LL ALL HEADERS ARE TO BE tLJ I I I I I LWL 11 11 1111 11 11 111 lIITII III— (2)1%"X 9Y" LVL UNLESS II ILIL 1 II 1LI II ICJ I II III I Jllul OTHERWISE NOTED PLANS AS NOTED �11 II I1L _I II IIIIJJ i 1 NOTE: PROVIDE FIRE BREAKS LL AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE, NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE DESIGN PRDFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT WEST ELEVATION- FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. (SEAL: DATE: SCALE: 1/4"= 1'-0" JANUARY 14, 2021 PROJECT NO: 1083-2021 6:w DRAWN BY: DK CHECKED B R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE C COPYRIGHT 1 202 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE sH NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND OPROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A �-,, �. - ,�, � p COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �"� �. Al 07 em �• CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 1:- & �` ' PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. d�� R301.1.1 ALTERNATE PROVISIONSQ � � AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S23 DEC,Departments, FEMA, etc. Verify all conditions, codes, and requirements with such KEHbDESIGN•AM" • 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. �'