Loading...
HomeMy WebLinkAbout51532-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51532 Date: 01/08/2025 Permission is hereby granted to: Cunningham Fmly 2021 Ir Tr 1300 Indian Neck Ln Peconic, NY 11958 To: Construct additions and alterations to existing single family dwelling as applied for. Premises Located at: 1300 Indian Neck Ln, Peconic, NY 11958 SCTM#86.4-4 Pursuant to application dated 12/04/2024 and approved by the Building Inspector. To expire on 01/08/2027. Contractors: Required Inspections: Fees: CO Single Family Dwelling-Addition /Alteration $100.00 Single Family Dwelling- Addition &Alteration $873.00 Total $973.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hnps://www.sotillioldtowniiv.1�ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1 PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete DEC 20P-4 applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: p a =CTM #1000- L/ 1-1 C.t�ARiD �A nfC'{ Ci.)Ai�� �� 4wL Project Address: 130® YriAaN.J Nr:C.%<- L-Ar4F— Phone#: 5h6 - ?-3(©-3�oq 2 q _8b9S Email: Mailing Address: CONTACT PERSON: Name: S QF-�zUa Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: 3a-W k/5-4AL J�V-v*t_ A*-St .) ASa c-. L.L.L. Mailing Address: ZGS- TA-Sm„NE Stu\4C)L-N T4 111-01 Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? Dyes $No 1 PROPERTY INFORMATION Existing use of property: S(ssc� FAr�r,� Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Q_qD this property? Dyes ESNo IF YES, PROVIDE A COPY. JY,Check Box After Reading: The owner/contras r/design professional Is responsible for all drainage and storm stater Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. hm ❑A t horized Agent wrierAppllcati n Submitted By(printname): O Signature of Applicant: Date: 1 - y - a STATE OF NEW YORK) SS: COUNTY OF !� C 01 I f- hn ) Ol being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing cant` above named, (S)he is the W (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this +� day ofCPIYI .20-iA �A MVJ�l 16�a A ary Public TF�ACEY L. ENS NOTARY PUBLIC,STATE OF NEW YORK PLOPERTY 0$ffilER AUTHORIZATIONNO.ofDWf.:306900 11!4,,I'FIF.D IN Sl$T-FQLlr,CO'XrY r0 (Where the applicant i5 not the owner) �oM�+��on►�.xPi :��� �t �, I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 2"o0 . 4 4 Town Hall Annex �`� � °�� Telephone(631)765-1802 54375 Main Road ) Fax(631)'765-9502 P. O. Box 1179 Southold, NY 11971-0959 � BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED 1ANOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: Owner: R I"ca Location of Property: 1300 � p uES, www t- Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure 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 (TT) Pre-engineered wood construction (PW) )<_ _ Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): X Owner Owner representative TrussRegl5.docx Effective 1/1/2015 Generated by REScheck- +eb Software Compliance Certificate Project Cunningham Residence Energy Code: 2018 IECC Location: Peconic, New York Construction Type: Single-family Project Type: Addition Project SubType: None Orientation: Bldg. faces 45 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: true Construction Site: Owner/Agent: Designer/Contractor: 1300 Indian Neck Lane Richard Cunningham Brett Kehl Peconic, NY 11958 1300 Indian Neck Lane Kehl Design Assoc. LLC. Peconic, NY 11958 265 jasmine Lane 516-297-8688 Southold, NY 11971 631-433-9084 SSBN654@OPTONLINE.NET Compliance: o.O%Better Than Code Maximum UA: 69 Your UA: 69 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer,considered in the UA or performance compliance path in RE the k Each slab-on-grade assembly in the si t cirijed climate zone a°inust Amer^.t the niininu an energy cmte insauladion lt-wMue and de,pgi°rr realurerner ts, Envelope AsseEnblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 106 19.0 30.0 0.020 0.026 2 3 Ceiling 1: Cathedral Ceiling 95 19.0 30.0 0.020 0.026 2 2 Ceiling 2:Cathedral Ceiling 95 38.5 0.0 0.027 0.026 3 2 Wall:Wood Frame, 16" o.c. 96 15.0 0.0 0.077 0.060 7 6 Orientation: Left side Wall 1:Wood Frame, 16"o.c. 232 15.0 0.0 0.077 0.060 13 10 Orientation: Back Door: Glass Door(over 50%glazing) SHGC: 0.26 54 0.300 0.320 16 17 Orientation: Back Project Title: Cunningham Residence Report date: 10/31/24 Data filename: Pagel of 2 a � Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window:Wood Frame SHGC: 0.31 10 0.300 0.320 3 3 Orientation: Back Wall 2:Wood Frame, 16"o.c. 96 15.0 0.0 0.077 0.060 5 4 Orientation: Right side Door: Glass Door(over 50%glazing) SHGC: 0.18 20 0.280 0.320 6 6 Orientation: Right side Window 1: Metal Frame w/Thermal Break SHGC: 0.31 7 0.300 0.320 2 2 Orientation: Right side Floor:All-Wood joist/Truss 299 30.0 0.0 0.033 0.047 10 14 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the manda ry require is listed in the REScheck Inspection Checklist. Name-Title Signatur Date Project Title: Cunningham Residence Report date: 10/31/24 Data filename: Page 2 of 2 S UR VE Y OF S.R. 2DPROPERTY MA AT "CONIC ti ui TOWN OF SOUTNOLL aEORM SUFFOL K COUNTY, N. Y. N/O/F 9RUCE C. b BAR6ARA S• 1000 - 86 - 04 04 2907' Sca/e 1" = 30' w Aug. 3, 1988 N 81' 12' 40" E a4s ., tow , �u W sroRY oeo 4 V� ea m � �6 k CF"RTIFIE'D TO, All, LONG ISLAND SAVINGS BANK ; �'� W.R. WEYER 2 wful DAM S 81"?1' i0" W N/O/F PETER F. & DOLORES A. JACOBS � AND� \ .. N.Y.S. LIC. NO. 49618 p C C RVEYORS, P.C. $ldar lt�r dlll+� suers �r air rar�N�d" +� %r�iv� by Th*�t Yo SPa'1ft d ;W�76 5020 90 D, N.Y. 11971 RAd 79 GENERAL NOTES: - /.• ; r" ,,, ;- SAFETY NOTES: RESIDENTIAL RENOVATION & CON -' `�' ' '�' �� % '�CONSTRUCTION / i 1 ,.: /i',: :, o i<'% _Z "c%%///,i/r// / „i /.•, rig'..31 CO [qTRACTOR N 0 T E S General Notes: :%. 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. , GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Lard- #2 or better. �• o' 2. FIRE SAFETY: s "'�_ - ��=tl • 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES LLC 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 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. B. LOCKED AREA. residential & commercial design o consulting PRACTICES. 2. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTDR 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: (631)433-9084 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. it �r Southold,New York 11971 E-Mail: ssbn654@optonline.net 3. 5. Erect and brace trusses in accordance to truss plate institute recommendations. L� f� � I MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON 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. PI wood sheathin t Kehl Design Associates,l o formerly D A K Associates,Ll Y g• F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. i 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. DEC - OWNERSHIP & USE OF DOCUMENTS: 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. Y 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. _M.. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY p p (' ) # therein, are the property of KEHL DESIGN 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, 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 © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 8. a. Laminated Veneer Lumber LVL : PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ( ) ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E 1 ,900,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 9. F 2600 v = PSI IS1 4. NOISE AFTER HOURS: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC, THE RIGHT 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, TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 10. 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. B. EXCEPT LEGAL HOLIDAYS. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 1 1 . 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. Acceptance of these drawings does not authorize the right to 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 build without the authorization of local governing agencies, such 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. as Suffolk County Dept. of Health Services, Town Building 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 KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS Departments, DEC, FEMA, etc. Verify all conditions, codes, RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN, THE USE OF THESE DRAWINGS. 6 SPECIAL SAFETY NOTES and requirements with such agencies prior to construction. 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN 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 WORK NOTES: 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 R301 DESIGN CRITERIA AS PER THE 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 2020 RESIDENTIAL_ CODES OF 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 NEW YORK STATE 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 R301.1 APPLICATION BUILDINGS AND STRUCTURES, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, AND PARTS THEREOF SHALL BE CONSTRUCTED TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, 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 SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS.LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C THE BUILDINGS AND STRUCTURES IN ACCORDANCE R301.2.1.2 PROTECTION OF OPENINGS. WITH THE PROVISIONS OF THIS CODE SHALL RESULT 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 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE PATH THAT MEETS THE REQUIREMENTS FOR THE 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 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. THROUGH THE LOAD-RESISTING ELEMENTS TO THE DESIGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE FOUNDATION. BUILDINGS AND STRUCTURES EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS ' 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF pis INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) DEEMED TO COMPLY WITH THE REQUIREMENTS OF 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 THIS SECTION. USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRI_LED 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 R301.1.1 ALTERNATE PROVISIONS USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN 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 SECTION R301.1 THE FOLLOWING STANDARDS ARE k IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH Ci-,SE. PERMITTED SUBJECT TO THE LIMITATIONS OF THE RESIDENTIAL R40 R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED V:TH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED Vult IS 180 MPH (290kps) OR LESS. THIS CODE AND THE LIMITATIONS HEREIN. WHERE r TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 THESE STANDARDS, THE DESIGN SHALL COMPLY 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 WITH THE BUILDING CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES RESIDENTIAL CODE OF NEW YORK STATE. 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA 1) AWC WOOD FRAMED CONSTRUCTION MANUAL V B GUARDS AND HANDRAILS 200h FASTENER TYPE (WFCM) PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL 2) AISI STANDARD FOR COLD-FORMED STEEL 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, FRAMING - PRESCRIPTIVE METHOD FOR ONE- 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 AND TWO FAMILY DWELLINGS (AISI FOR No. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES Spa INCH EDMBEDMOR LENGTH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF 3) ICC CONSTRANDDARDS UCTION OF LOG THE DESIGN AND (ICC400) LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION, BUILDINGS AND STRUCTURES HEIGHT, BUILDING. 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. REV: THE VERTICAL DISTANCE FROM GRADE BASED ANCHOR WITH 2 16 12 9 INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE 30 Y4 INCH DIAMETER LAGSCREW- 3 STORY AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 16 16 AS PER CHAPTER 5 OF THE STAIRS 40c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 2020 BUILDING CODE OF NEW YORK 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) FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,,u and a 45-foot mean roof height. PROJECT: TOTAL HEIGHT FROM RIDGE TO GRADE 16'-6 " 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH 645 mm,2 1 POUND 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 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. I �� APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 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 BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE RESIDENCE LUMBER SPECIES AND GRADE the building frame. Fasteners shall be located a minimum of 2)/2inches from the edge of concrete block or concrete. 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. OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1300 I N DIAN NECK"FOUNDATIONS" OF LANE OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. PECONIC, NEW YORK 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 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. SCTM# 1000-086-04-04 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 DRAWING TITLE: AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: ,. Section R401 and the R04 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY GENERAL NOTES EXISTING 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 CRAWL SPACE 299 sq.ft. 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 ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND EX. BASEMENT 928 sq.ft. TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a NEW FIRST FLOOR 299 sq.ft. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 NOTES: 9 EX. FIRST FLOOR 28 sq.ft. g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN b c THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE TI ION EX. SECOND FLOOR THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB d CRAWL MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTOR U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGCb,e R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NEW BALCONY NA THE PLANE OF THE TRUSS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE LOFT NA 4 EXCEPTMARINE 0.32 0.55 0.40 49 20OR13+5h 8/13 19 10/13 10,2ft 10113 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL DESIGN EENFESSIONAL ASSUMES NO LIABILITY FOR OMMD UP DUE TO UNKNOWN OR THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Al TIC (HOUSE)(c) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(b) NA For SI: = 1 foot = 304.8 mm 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 is installed in a cavity which is less SEAL: DATE: EX. 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-volue of the insulation shall not be less than the NEW GARAGE NA NOT LESS THAN 30 INCHES R-value specified in the table. LOT DATA AND CRITERIA HOUSE DATA AND CRITERIA OCTOBER 13, 2024 BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. PROJECT NO: 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 'GF t , � �. 1 184-2024 NEW SCREENED PORCH NA interior of the basement wall. P� � 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD �� `� J, �QN DRAWN BY: DECK TO BE REMOVED 360 sq.ft. MEMBER DEPTH. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the Lot Size - 20,516 sgft ��� �"' opy'�- BDK NEW DECK 332 sq.ft. interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE p / New First Floor 1227 S Ft 3HECKED BY: basement wall plus R-5 continuous insulation on the interior or exterior of the home. '10 13" means R-10 continuous NEW SUNROOM NA insulation on the interior or exterior of the home or R-13 cavil insulation at the interior of the basement wall. Max Habitable House Size - 3401 .6 SgFt g I:� DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS y I' ��' I SUNROOM REMOVED 144 sq.ft. THAN 10 POUNDS PER SQUARE FOOT. COVERED PORCHES 56 sq.ft. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation a Area - 3401 .6 SgFt - R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to Max Lot Coverage - 20 /o - 4103.2 Sq Ft New House Habitable _ COVERED ENTRANCE 40 sq.ft. h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab POOL HOUSE CABANA NA SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE Front yard setback 40' Total Lot Coverage for - 2001 SgFt ^ 1 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e, Reserved 1� l ACCESSORY STRUCTURE NA IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved (c) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. Side yard setback _ 15 ��\....JJJ - g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. (b) WITH STORAGE h. The first volue is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation Both side yards setbacks - 35' DOB NUMBER: OF plus R-5 continuous insulation. i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the Rear yard setback - 50'insulation is on the interior of the mass wall. 0 KEHL-DESIGN•ASSOCIATES, uc n TRU CTION NNECTORS SPECIFIED FOR CONS ' %:%%' �i! SIMPSON STRONG— TIE <✓O USE A MINIMUM OF I � "`'�/ /"""""'`��/�ZZ`� l" / � / TWO Rd NAILS THIS M T S 2 O L T S 2 0 �h-.; ' i:,, U - LARCH 0, IN UPLIFT SIDE OF TRUSS. / PROVIDE (1) HGAI OKT ON ALLOWABLE LOADS s LOAD �� m ° FASTENERS WITH o SIDE OF CEILING JOIST / LATERAL TOTAL FOUR a o MODEL GA UPLIFT UPLIFT 8dx1 " CODE 8d NAILS ° AND ON SIDE OF RAFTER / o ICINNE eli, NO. TO TO TO AVG (133/160) 2 REF. INTO TRUSS NAILS 5 0 RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER KEHL DESIGN ASSOCIATES LLIC H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES � residential 8 commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERSALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ARTJ'x12 ° ° PO.Boxl675 phone; (6311 433-9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE IN NAIL o AVG INTO ° Southold,New York 11971 E Mall. ssbn654 p online.ne MODEL GA ULT. LFTA LFTA REF. PLATES o m °� ° S d N n0 f t N0. MAX. CLEAR 3" 3 " 11" 2' 21" 3" 31" WIDTH SPAN L OTY DIA 1�" 2' 2�" EIGHT •• 8d NAIL S 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC INTO LFTA 16 21" 17" 381"16-10d — 4200 1205 1400 s, 44, as STUD °' OWNERSHIP & USE OF DOCUMENTS: 0 DOUG-FIR LARCH / SO. PINE ° These drawings and specifications including the FASTENERS 2 ALLOWABLE UPLIFT LOADS*3 AVG 10d 1od x 1}" CODE °° MODEL L ULT. REF. LFTA therein, are the property of KEHL DESIGN NO. L S T A 21 ideas, design and arrangements represented °1od 1od x 1 (133 / 160) (133) (1so) ° ASSOCIATES, LLC. No part thereof shall be ° Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ° HOA10 • °° with any work or project other than for which ° DETAIL "K" o, ° they have been prepared without written consent. • ° MTS20 20 14-10d 14-10d x 1 j" 3116 1000 840 1000 3, 41, 128 ARTR'x12 ° 0 LST20 20 12-tOd 12-tOd x I�" 2383 77s 720 720 3, 41 CNW- °° STU 5"- © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR COUPLER NUT DETAIL "E11 °L.- �SIMPSON PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL DOUG-FIR-LARCH Equal number of TYPE OF DIRECTION S0. PINE CODE specified nails in TAKE-UP WASHER COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT CONNEC- OF LOAD FLOOR ROOF 1331 ALLOWABLE LOADS REF. each end Simpson Strong-Tie TION No. (100) (125) 1so CS16 " WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE MODEL SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT G 515 645 670 I ° 5 ART-g x12 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. H 515 645 1 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (13 HOLDOWN HOLDOWN 3) ART 'x12 DEFLECTION DEFLECTION CODE ° o STUD LENGTH OF BOLT 2.3 AT HIGHEST REF. MODEL MACHINE AVG AT HIGHEST Acceptance of these drawings does not authorize the right to NO. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY a AN BOLTS ULT. ALLOWABLE LOAD DESIGN ®° GA GA HB SB W H B SO CL DIAS's DESIGN WHEN RAISED OFF o build without the authorization of local governing agencies, SUCK CITY DIA 1 2" 2J" 3" -3 51 LOAD THEI A ° o as Suffolk County Dept. of Health Services, Town Building HD2A 16 12 4J" 2�" 2 " 8" 2 �" 1t7s" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 ° Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO AVG DF / SP CODE y� L STUD PLATE ULT. (133)2 (160) REF. WORK NOTES: SP4 3{" 7}" 6-10d x 1z", L 2917 735 885 7, 40, 127 41 R301 DESIGN CRITERIA AS PER THE MODEL DIMENSIONS FASTI=NERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° 2020 RESIDENTIAL CODES OF NO. GA W L NAILS FLOOR (133) (160) REF. °° NEW YORK STATE LSTA21 20 i 21 - 905 1205 1295 7, 40, 90 °O DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE R301.1 APPLICATION BUILDINGS AND STRUCTURES, MODEL REF. 5" AND PARTS THEREOF SHALL BE CONSTRUCTED TO N0. CA y� L NAILS FLOOR (133) (160) Simpson Strong-Tie STU 8 — 10o LUS46 SIMPSON SAFELY SUPPORT ALL LOADS, INCLUDING DEAD MSTA24 18 111' 24 18-10d 1025 1370 1640 7, 40, 90 TOTAL ALLOWABLE TENSION LOADS NAIL CODE TAKE-UP WASHER LOADS, LIVE LOADS, R LOADS, LOADS, MODEL FASTENERS SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS NO. L END SPACING REF. HD2A LENGTH GA CUT LENGTH (TOTAL) + z PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF ( L (100) (133 / 160) IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie THE BUILDINGS AND STRUCTURES IN ACCORDANCE oc. OF ROLL H6 CS16 150' 1 14" 16 1 CLEAR SPAN +31" 28-81 1 1235 1 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE WITH THE PROVISIONS OF THIS CODE SHALL RESULT NOTED. FAILURE TO COMPLY WITH ALL NOTES IN A SYSTEM THAT PROVIDES A COMPLETE LOAD MODEL DIMENSIONS FASTENERS ON. -F ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100) SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" PATH THAT MEETS THE REQUIREMENTS FOR THE No. ULT. REF. TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN 1od 1sd (133)(160) 1od 1sd 1od 1sd 1od 1sd ALL LIABILITIES ON THE CONTRACTOR. DETAIL "I" CNW— LUS46 18 3�" 4J" 2 —. 4-16d 4-16d 6076 1140 1160 1000 — 1150 1250 7, 40, 127 COUPLER NUT THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES HUS210-2 14 3A" 9t 2 8-16d 8-16d 6076 1755 1 2105 1650 1900 2065 1, 36, 84, 122 ARTJ'x12 STU - CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE -FIR ARCH PIN ALLOWABLE LOADS 8" FASTENERS UPLIFT LATERAL CODE SIMPSON DEEMED TO COMPLY WITH THEREQUIREMENTS THII N. MODEL AVG UPLIFT (133/160) REF. TAKE—UP WASHER No. GA ULT. TO RAFTERS TO PLATES I TO STUDS (133) (160) F F2 160 R301.1.1 ALTERNATE PROVISIONS HGA10Kr 1 14 4-SDS}"x1J" 4-SDSJ"x3" 1523 435 435 1165 940 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 USE A M]NIMUM OF MTSI6 SP4 ° ENGINEERED DESIGN IS USED IN CONJUNCTION WITH MTS16 THESE STANDARDS, THE DESIGN SHALL COMPLY TWO 8d NAILS THIS CNW- SIDE OF TRUSS. HD2A /COUPLER NUT SP4 WITH THE BUILDING CODE OF NEW YORK STATE. TOTAL FOUR /. ® ° SE A MINIMUMNAILS OF !/ 5>, ANCHOR BOLTS 1 AWC WOOD FRAMED CONSTRUCTION MANUAL 8d NAILS TWO Rd NAILS THIS ° STU �'- LSTA21 S I M P S O N � ) INTO TRUSS SIDE OF TRUSS. °o° o SIMPSON o TAKE-UP WASHER Strong—Tie TOTAL FOUR (WFCM) 8d NAILS �' LSTA21 HUS 10-2 2) AISI STANDARD FOR COLD-FORMED STEEL INTO TRUSS ( FRAMING - PRESCRIPTIVE METHOD FOR ONE- AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND I © CONSTRUCTION OF LOG STRUCTURES (ICC400) ° FI R EV: TWO o o I•. 8 AIL o I• PLATES °0° ° EIGHT TWO ° o 8d NAIL Ed NAIL o INTO INTO o DETAIL TT "All 11 STUD Simpson Strong-Tie PLATES °mo 1111E L� 0 PROJECT: H7 EIGHT ° ° Rd NAIL °°o°oo DETAIL "D" DETAIL "G" DETAIL "J" CUNNINGHAM INTO STUD Hi�pson Strong-Tie Simpson Strong-Tie DETAIL "L" LFTA °°°°° ROD SYSTEM RESIDENCE LFTA LFTA o° °° I BP DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS 1300 I N DIAN NECK LANE RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 PECONIC, NEW YORK 1'-O" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. NOTE: 1'-O" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. SCTM# 1000-086-04-04 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE DRAWING TITLE: LTP4 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS SIMPSON WINDLOAD I•• LTP4 HOUSE ROOF AREA = 2317 sq/ft NOTE: CHARTS & CALCULATIONS ° LTP4 ADDITION TO HOUSE / STRONG-TIE DETAILS / °•.°• MAIN HOUSE V _ A x R x c < 1000 SOFT PLUMBING DIAGRAM DETAIL licit A - 2443 sq/ft REQUIREMENTS FOR Simpson Strong-Tie R = 2" RAINFALL = .17 ft INSTALLATION OF AND Floor-to-Floor Connections LTP4 DETAIL "B" C = COEFF. = 1.0 DRYWELLS IS NOT ROOF RUN-OFF CALC. 3" THROUGH ROOF LTP4 V = 1443 x 1 x .166667 = 241 C.F. REQUIRED AS LONG NOTES: 1 st FLOOR I 2nd FLOOR THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Simpson Strong-Tie Floor-to-Floor Connections 241 / 42.25 VERTICAL FT. / FT - 5.7 V.F. AS ALL RUN-OFF IS DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2" , CONTAINED ON SITE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Ridge Strapping 3 USE (2)8, DIA. POOL 3-O„ DEEP = 6 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2 2.. ROOMY 2 2 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISONS DUE TO UNKNOWN OR gTCHEN EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. LSTA30 OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT GUEST 241 / 22.3 VERTICAL FT. / FT - 11V,F, FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. BATHROOM 2" ND SUBSTITUTIONS s FEooF1 2 °M 21 7' 1st FLOOR USE (2)6' DIA. POOL 6' DEEP = 12 V.F. SEAL: DATE: 3. z" OCTOBER 13, 2024 Al,( framing hardware shown on these plans, 2' 3 3 PROJECT NO: unless otherwise indicated, is Simpson Strong-Tie, 2" POOLS TO BE PLACED ON OPPOSITE SIDE OF r C?„o 1184-2024 No substitutions are approved Or 0,UthOrlZed, 4" F.A. VENT HOUSE AND/OR LEADERS TO BE PIPED TO �� o�� �' c04, '� DRAWN BY: Due to the relationships Of framing hardware to ABOVE GRADE 4'�.o POOLS (1/2 OF THE ROOF TO DRAIN TO EACH the other components of the structure, any framing * ' �_ ;;� , BDK 3" 3" '�`'• TO SCWA APPROVED ,. O CI SEWERAGE SYSTEM r ° h� hardware substitutions will render these plans HOUSE POOL MAINTAIN MIN. OF 20 FEET FROM SEPTIC , . .. ' CHECKED BY: null and void, and will result in the insta(ler/contractor TRAP SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). assuming responsibility for the design and SHEET NUMBER: per-Formance of the entire systen. \� p PLUMBING RISER DIAGRAM (N T S) ALL COVERS TO BE TRAFFIC BEARING IF LOCATED ���� C IN AREA WHERE TRAFFIC IS TO BE PRESENT. G2 Ridge Strapping Detail IF A MULTIPLE POOL SYSTEM IS USED AROUND DOB NUMBER: OF THE HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL BE DIVERTED TO EACH POOL. KEHL-DESIGN-ASSOCIATES, uc i DETAIL OF FOUNDATION KEHL DESIGN ASSOCIATES LLc SEPTIC Ex. 2x10 Floor TANK residential & commercial design e consulting Joists @16"oc. TJ1110x9j" @16"oc HEIGHT DIFFERENCES Verify height of 2x6 ACQ Sill PO.Box1675 phone: 16311 433-9084 the existing Floor SCALE: 1/2"= V-0" Southold,Newyork 11971 E Mail: ssbn654@opfonline.nef - - - - - - - - - - - - - - - Joists. Existing �Topof New Foundation joists measure 7�i_ to be Ca? to between 9"and 91" c g Lower than Existing Kehl Design Associates,LLC o formerly D A K Associates,LLC II I o Foundation li (Verify in Field) OWNERSHIP & USE OF DOCUMENTS: c I L� These drawings and specifications including the II II w ideas, design and arrangements represented therein, are the property of KEHL DESIGN II II 30'-2" VerlO" ASOITES,f� cop eds dCisclosed LC.Lto oNhersaor tused°inherefsconhallnection II II be 1'-0"T7'-0� 7'-0� 7'-0 7'-OY" 1'-0" I with any work or project other than for which 12" Sona Tube they have been prepared without written consent. I) II with (2)#4 Rebar I I 2'x2'x1' I I 2'x2'x1' I I 2'x2'x1' li iI Stirrups (See Detail) Conc. Ftg 12" Sono Tube Conc. Ftg 12" Soria Tube Conc. Ftg Min. 3' Below I with (2)#4 Rebar I Min. 3' Below with (2)#4 Reba I I Min. 3' Below © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR Final Grade tirru s See Detail Final Grade ' 20'-2" I -11" I P ( ) I 1Stirrups (See Deta I i I Final Grade I PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL II II ---------- COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT (3)2x8 ACQ Girder+ (3)2x8 ACQ Gi_rd�- (3)� 2x8 ACQ Girder �(3)2x8 ACQ Glr er _-----_--- I WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT Simpson L — Simpson L — Simpson L Simpson — Simpson I TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED Masonry Masonry Masonry Masonry Masonry I EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Hold-down Hold-down J Hold-down Hold-down Hold-down 15'42' 2'-8" 16'- O Brackets o Brackets o Brackets o Brackets Brackets ; r� 12" Sono Tube 12" Sona Tube with Axek Skirt Board N Stirrup(2(SeeRDetail) N Stirrup(2(SeeRDetail)ebor ` I Acceptance of these drawings does not authorize the right to (3)2x8 ACQ ` build without the authorization of local governing agencies, such o o 3 Floor Joists as Suffolk Count Dept. of Health Services, Town Building Deck � Deck � � Deck � I Departments, DEC, FEMA, etc. Verify all conditions, codes, 0 O O 0 2'x2'x1' I and requirements with such agencies prior to construction. U 0 U U 12" Sono Tube Conc. Ftg Q Q Q Q with (2)#4 Rebar Min. 3' Below X All Floor Joists are to be X X Stirrups (See Deta I) Final Grade WORK NOTES: `' (N5'-734" �-6" 7'-43/" '- -off Hung on House Ledger with `V `V 7-4" Simpson Joist Hangers I R301 DESIGN CRITERIA AS PER THE — —28-A GQ 8-Ar-�ew s-e-Be am -2-x&- _YE9=�ousi B 2020 RESIDENTIAL CODES OF NEW YORK STATE Top of Bilco Foundation I I 3 ------ • to be 6" above Final Grade - - -- - -- - - - - - - - - -- - -11- - - - - - - - - L — ( )2x8 ACQ �, � I III � I a Flush Girder I R301.1 APPLICATION BUILDINGS AND STRUCTURES, •_ 3'-sY" 1'-1/' ( AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD j E EIII I I C LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, o I SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS �-o a, x mill I I PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF IM New ° Nlil a I " I N I THE BUILDINGS AND STRUCTURES IN ACCORDANCE -� .° -° DIII ° WITH THE PROVISIONS OF THIS CODE SHALL RESULT N I — — — — — Basement L`III I _ IN A SYSTEM THAT PROVIDES A COMPLETE LOAD • ° EX ' ° New © I I 3 PATH THAT MEETS THE REQUIREMENTS FOR THE l o '— �� -III Basement rn I I ° I TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN °X BIICO °X III x THROUGH THE LOAD-RESISTING ELEMENTS TO THE 0 8"x8%12' o °X o I r` I FOUNDATION. BUILDINGS AND STRUCTURES ~ Clay Flue 400 Series I Door and � NIII I I CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE Drain CW Andersen 35L I I ~ Walls To Be ~ NIII 1- I I Q I DEEMED TO COMPLY WITH THE REQUIREMENTS OF All Floor llyyll�oists are to be �-4 I I I Co THIS SECTION. , o Removed Hung on Ilhouse Ledger with I I I R301.1.1 ALTERNATE PROVISIONS � —� NI Simpson Joist Hangers AS AN ALTERNATIVE TO THE REQUIREMENTS IN a II I II III III II II SECTION R301.1 THE FOLLOWING STANDARDS ARE �� �I II II ll� Ili > > PERMITTED SUBJECT TO THE LIMITATIONS OF THE > > - - > > THIS CODE AND THE LIMITATIONS HEREIN. WHERE - `\ 0 °II> °ll> ° ll> °II> 0 ll� I Il6 #ill III: ll� Ili ENGINEERED DESIGN IS USED IN CONJUNCTION WITH N O N O N O N O �_° �I� ylo �lo Flo c° III I IIW XIII Ili Ili ll o d THESE STANDARDS, THE DESIGN SHALL COMPLY III III III III p .ally ICI ��III ll �II� a l� WITH THE BUILDING CODE OF NEW YORK STATE. co10 Ik� I coIk' NIII III �i -0 1I� un C: �llc �II.0 �II•c O ° ° a� ° 3 ° a ° @ 1) AWC WOOD FRAMED CONSTRUCTION MANUAL Basement III° c1l° cIl° cll o oll� I oil III III oil °II L N Basement (WFCM) 0 0 0 0 l� I I� NIII III' lI cll� o 0 2) AISI STANDARD FOR COLD-FORMED STEEL c o aIl-0 CII° CIIa CIIo 0 0 o �, �, o � FRAMING - PRESCRIPTIVE METHOD FOR ONE- °I I_ °II_ °I I_ °I I_ I I I I I I I I I I I I I °I I o ( ) _ ° ° a ° 'T L 19'-0" 4'-0" 13'-0" E 3 O �' �' ° �' o_ �Ip° I �If� NIII III III° �II°x° 0 0 AND TWO FAMILY DWELLINGS AISI-5230 a) o II II- III— °II- 3) ICC STANDARDS ON THE DESIGN AND 36'-0" ° NIlaII� Ila =11� N �Ir,I 'IP III III NIA � o `` m .11c .IIc III III x �I� I�I� �II� _ _ IIIv �II� �I� X CONSTRUCTION OF LOG STRUCTURES (ICC400) X w � N N REV: EX . FOUNDATION PLAN p 7'_4 #5 Rebar Pins rovide Simpson Joist 13"Stl III II w w Han ers as required 3'Stl SCALE: 1/4"= 1'-0" � 2'-0"oc• Column Column Ex. (3)2x8 Girder Ex. (3)2x8 Girder Ex. 3 2x8 Girder Ex. (3)2x8 Girder EXISTING WALLS W/1J"x7J" LVL on one side PROJECT: attached with Simpson .220"x4 Strong-Tie SDWS22400DB-RP1 Timber Screws CUNNINGHAM R305.1.1 Basements Portions of basement that do not contain habitable space or hallways shall E � 3 RESIDENCE have a ceiling height of not less than 6 feet 8 inches. ° © 0 M �'� o W 1300 INDIAN NECK LANE o Exception.- At beams, girders, ducts or other obstructions, the ceiling height �o o o Basement g Basement PECONIC, NEW YORK shall be not less than 6 feet 4 inches from the finished floor. m 0 0 0 O O SCTM# 1000-086-04-04 X N 0 o New 16"x8" Conc. X X N N DRAWING HILL: LL: R310.2.3 WINDOW WERE X X Footing, Min. 3'-0" w N N Below Final Grade w w The horizontal area of the window well shall not be less than 9 square feet, w w New 8" PC. Wall q New 2x6 ACQ Sill � EXISTING FIRST FLOOR PLAN with a horizontal projection and width of not less than 36". The area of the ` window well shall allow the emergency escape and rescue opening to be fully __ __ opened I I 14"X9 'I LVL Floor II I NOTES: Joist Ripped to k THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Match Existing I I o DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Floor Joists `; PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL I I L I I FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE R 310.2.3.1 LADDER AND STEPS TEPS I L _0" — — Y _1 I DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Window Wells With a vertical depth greater than 44 Inches Shall be equipped I I UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. with a permanently affixed ladder or steps usable with the window in the L _ __—� _ SEAL: DATE: fully open position. OCTOBER 13, 2024 7-1" Y" PROJECT NO: 1184-2024 ,y� '�, PROVIDE HURRICANE STRAPPING CO DRAWN BY: � NEW FOUNDATION PLAN IN ACCORDANCE WITH THE ,*� ry� I �,y �r BDK 2020 RESIDENTIAL CODE OF •S., ,, CHECKED-BY: NEW YORK STATE _ SCALE: 1/4"= V-0" SHEET NUMBER: ALL HEADERS ARE TO BE J' EXISTING WALLS (2)1 4"X 9Y LVL UNLESS OTHERWISE NOTED Al 01 NEW WALLS NOTE: PROVIDE FIRE BREAKS WALL TO BE REMOVED AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF WALL TO BE MODIFIED NEW YORK STATE 0 KEHL•DESIGN•ASSOCIATES, uc i i � ILLILLI KEHL DESIGN ASSOCIATES LLC residential & commercial design a consulting PO.Box 1675 phone: (6311 433-9084 Southold,New York 11971 E-Mail: ssbn654Coptonline.net TKehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: r , These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which DECK DECK DECK DECK they have been prepared without written consent. � j 12'-0' I I © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL NEW PS81611L RELOCATED I COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT _2832 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT (I I� TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED II II EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. NewBilcoO+EStrngers II LAUNDRY II and Treads New Bileo C Door W/12"Ext. I I ROOM II II �Y" Acceptance of these drawings does not authorize the right to DINING ROOM II 2'-0—f II build without the authorization of local governing agencies, such DECK o SUNROOM II COVERED as Suffolk County Dept. of Health Services, Town Building N II II PORCH Departments, DEC, FEMA, etc. Verify all conditions, codes, II I MUDROOM I 0 and requirements with such agencies prior to construction. II I o II WORK NOTES: 3Y R301 DESIGN CRITERIA AS PER THE II II 2020 RESIDENTIAL CODES OF EX. 2842 EX. 2832 EX. 2032 EX. 2842 WELLCRAFT 49"X42"X62" EX. 2842 — — — EX. 2832 I CL II NEW YORK STATE _-,----_- -. _ _2 — — EX 2032 EX. 2842 GRAY MODULAR EGRESS � N - 2868 R301.1 APPLICATION BUILDINGS AND STRUCTURES, 15'-10%" 2'-8" -0" 10'-0" 3 v — - - - - - - - - - -- -- C � Fill-in WINDOW WELL OR EQUAL Remove CL_ 1 KITCHEN Floor and SAFDELY THEREOF SHALL LOADS, CONSTRUCTED TO LZ N-VWoll LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, � — ,C SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS BATHROOM o N — — PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE 2'-$� 3'-4" o WITH THE PROVISIONS OF THIS CODE SHALL RESULT co p J N x KITCHEN o .� � �' t-z- IN A SYSTEM THAT PROVIDES A COMPLETE LOAD BEDROOM m BEDROOM PATH THAT MEETS THE REQUIREMENTS FOR THE CL LOADw THROUGH TAN FER ORE GADS RESISTING THEIR ELEMOENTSOTO THEIGIN FOUNDATIN.L CL CONSTTRUCOTEDBAS DPRESCR BED BRY THUS ECODE ARE N DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. N co 0 o W X ' R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE -0� -9" 2'-4" -g" PERMITTED SUBJECT TO THE LIMITATIONS OF THE Ili" CL CL CL N THIS CODE AND THE LIMITATIONS HEREIN. WHERE 3y2CL CL CL ENGINEERED DESIGN IS USED IN CONJUNCTION WITH —4" —6" T—t I. I THESE STANDARDS, THE DESIGN SHALL COMPLY I WITH THE BUILDING CODE OF NEW YORK STATE. N N 1) AWC WOOD FRAMED CONSTRUCTION MANUAL N N w 00 X (WFCM) X; J``' 2) AISI STANDARD FOR COLD-FORMED STEEL w X FRAMING - PRESCRIPTIVE METHOD FOR ONE- w w LIVING ROOM AND TWO FAMILY DWELLINGS AISI-5230) CL N LIVING ROOM CL w 3) ICC STANDARDS ON THE DESIGN AND J>� w CONSTRUCTION OF LOG STRUCTURES (ICC400) i J —J BEDROOM w JN BEDROOM REV: o N I N X X W W L C 3068 3068 a PROJECT: N CUNNINGHA - � 3068 EX. 3042 EX. EX. 3042 EX. 3042 S EX. 3042 EX. EX. 3042 1 1 EX. 3042 MULL MULL r - - - - - -I I RESIDENCE L — — — — — J I 1300 INDIAN NECK LANE PECONIC, NEW YORK — — SCTM# 1000-086-04-04 DRAWING TITLE: EXISTING FIRST FLOOR PLAN- FIRST FLOOR PLAN MODIFICATIONS- NEW FOUNDATION PLAN SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" EXISTING WALLS EXISTING WALLS NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW WALLS NEW WALLS — — DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL WALL TO BE REMOVED FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE WALL TO BE REMOVED — — — — — — — — — DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT WALL TO BE MODIFIED WALL TO BE MODIFIED FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: OCTOBER 13, 2024 --� PROJECT NO: `Q coNa Q� 1184-2024 5 Np '� PROVIDE HURRICANE STRAPPING � � G' DRAWN BY: IN ACCORDANCE WITH THE Sy �c BDK 2020 RESIDENTIAL CODE OF C �, '.., ;;,a CHECKED BY: NEW YORK STATE i ET NUMBER: ALL HEADERS ARE TO' " F 051 + (2)13/"X 9%" LVL UNLESS � � Al 0 2 OTHERWISE NOTED NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEIIL•DESIGN^ASSOCIATES, LIf PROVIDE HURRICANE STRAPPING '_04 IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF 3068 NEW YORK STATE , ALL HEADERS ARE TO BE xl= z (2)1�X 9�i'LVL UNLESS y� "r. OTHERWISE N010 -� 21xNOTE: PROVIDE FIRE BREAKS L AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE FRONT PORCH PLAN_ SCALE: 1/4"= V-0" (SEE PAGE A103 FOR LOCATION) 2X8 RIDGE BEAM ASPHALT ROOF TO MATCH EXISTING DECK DECK 15# FELT ON 7/16" SHEATHING ON RIDGE VENT 2x6 ROOF RAFTERS HURRICANE STRAPPING 36'-0" FLASHING PROVIDE HURRICANE STRAPPING ATTACHED 2x6 CEILING JOISTS -6$ 1'-7)4e TO OVER IR ER HE RAFTERS DAPPING AND THE 0 16"0c 6" FASCIA -7� 11-6 8,. ,-3%" 0� -4 a CEILING JOISTS PACKING COVERED WITH AZEK a OR EQUAL. J"x 6" AZEK OR EQUAL 2-1j"x5j" LVL GIRDER BEADED SOFFIT VENT NEW PS81611L o 2832 6x6 P.T POST WRAPPED 15'49 44" -1QY� 3'-2 CONTRACT)FINISH PER _ _ 2 1 LAUNDRY M �" N POST BASE SIMPSON 1y" BLUE STONE TREADS = I 1 l 6 0 6x6 (INSTALL PER MANUF ROOM I �" -J L _ — J "i OfGALVSA CHOR BOLT x 8 DINING ROOM o Cathedral Ceiling 8" CONC. FOUNDATION FRONT PORCH PLAN- 2868 COVERED o16"WIDE x 8 THICK POC. PORCH CONC. F MIN. 3'-0" MUDROOM � BELOW FINAL GRADE SCALE: 1/4"=1'-0" 1 8' Ceiling Hgt. o M 4'-11)/4' f 4'-2y 2 Fri— 868r--- CL. o EX. 2842 " I I o ; L--- 10'-oY, Y W KID CHEN ;,,�', athe�ral Ceilin a p Step in \ `7 U Show �` o I I I o � V t {�•(�� c cc _�/° p " . 4 - � j m BEDROOM x CO 8' CeilingHgt. M EX. w I DEEMED TO COMPLY WITH THE REQUIREMENTS OF CL. THIS SECTION. R301.1.1 ALTERNATE PROVISIONS o co� AS AN ALTERNATIVE TO THE REQUIREMENTS IN 3'-1Y=�2'-53/=--(°� ` SECTION R301.1 THE FOLLOWING STANDARDS ARE j Hall " w PERMITTED SUBJECT TO THE LIMITATIONS OF THE " ' THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH J.Ceiling Transition _ Ceiling Transitionc'S1 n THESE STANDARDS, THE DESIGN SHALL COMPLY Existing �� WITH THE BUILDING CODE OF NEW YORK STATE. Fireplace N 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE- AND TWO FAMILY DWELLINGS (AISI-S230) x; 3) ICC STANDARDS ON THE DESIGN AND X JW - X CONSTRUCTION OF LOG STRUCTURES (ICC400) W�" LIVING ROOM w REV: 8' Ceiling Hgt. 18'-3y" W W J I w BEDROOM 8' Ceiling Hgt. N X o ' W I PROJECT: 3Y -0 4 ,2'-6" __-- 3068 =_ EX. 3042 EX, EX. 3042 EX. 3042 MULL 0 1300 INDIAN NECK LANE PECONIC, NEW YORK ® ® SCTM DRAWING TITLE: -°" 7' ''-'° -'8" NEW FIRST FLOOR PLAN 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 FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW FIRST FLOOR PLAN- NEW FIRST FLOOR REFLECTIVE CEILING PLAN UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SCALE: 1/4"= l'-O" SCALE: 1/4"= l'-O" PROJECT NO: EXISTING WALLS EXISTING WALLS PROVIDE HURRICANE STRAPPING ��P �� �• C0/�/ 'ice DRAWN BY: NEW WALLS IN ACCORDANCE WITH THE � v'L BDK NEW WALLS 2020 RESIDENTIAL CODE OF r ` .� j�� CHECKED BY: WALL TO BE REMOVED NEW YORK STATE II SHEET NUMBER: WALL TO BE REMOVED ALL HEADERS ARE TO BE (2)13/"X 9Y" LVL UIILESS ��/� a��• Al 0 3 OTHERWISE NOTED ��r NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL•DESIGN•ASSOCIATES, u.c � y% I _. ,../ ram:`�: i, �/ /'� /� /Z FJ FA r _ KEHL DESIGN ASSOCIATES LLc residential & commercial design a consulting PO.Box 1675 phone: (631(433-9084 Southold,New York 11971 E-Mail: ssbn654Caoptonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection DECK DECK with any work or project other than for which 36'-0" they have been prepared without written consent. 29'-0 s„ -„s" 25'-6" 3'41f 1'-7Y," © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR -7%" 11'-6%" '-3Y4 i-4%" PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT RELOCAIED NEW PS81611L o � 2832 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 15'-9Y," -10y" 3'-2 a Main Rafters LU 2x6 False Rafters 1, 0. I LAUNDRY I o o Acceptance of these drawings does not authorize the right to ROOM I J`" build without the authorization of local governing agencies, such L —— J UJ M Q) as Suffolk County Dept. of Health Services, Town Building DINING ROOM m J Departments, DEC, FEMA, etc. Verify all conditions, codes, Cathedral Ceiling o 2 COVERED o and requirements with such agencies prior to construction. 2x6 Main Rafters I o 2868 POC. PORCH a x L 2x6 Main Rafters � WORK NOTES: �= I�UDROOM CD R301 DESIGN CRITERIA AS PER THE 2x6 False Rafters cil> -11X„ 8 Ceiling Hgt. - 2 o ' 2020 RESIDENTIAL CODES OF J 868 NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES, E N CL. AND PARTS THEREOF SHALL BE CONSTRUCTED TO 2* M in Rafter I °° EX. 2842 SAFELY SUPPORT ALL LOADS, INCLUDING DEAD N LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, o co I I x M Rafters 10'_OY• Li °�s G KITCHEN 2x6 False Rafter St op y J°��e SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF P o e THE BUILDINGS AND STRUCTURES IN ACCORDANCE atheyral Ceilin 0 vi 10 I p o, WITH THE PROVISIONS OF THIS CODE SHALL RESULT 0 0� IN A SYSTEM THAT PROVIDES A COMPLETE LOAD a PATH THAT MEETS THE REQUIREMENTS FOR THE o o m"C)o N TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN w I J THROUGH THE LOAD-RESISTING ELEMENTS TO THE 2x6 Main Ra rs — BEDROOM °°` � FOUNDATION. BUILDINGS AND STRUCTURES j p X n B' Ceiling Hgt. M e L °� CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE C J DEEMED TO COMPLY WITH THE REQUIREMENTS OF 12 - x False Rafter C Q ye THIS SECTION. LTERNATE NS SPL%P 0 y68 2068 � \ ASOAN 1ALTERNATIVE TO THE REQUIREMENTSIN • o ( DO SECTION R301.1 THE FOLLOWING STANDARDS ARE LO �OoI I Hall CIDw "' PERMITIS TED E ANDSUBJECT THE LIM THE ITATIONS TATIONSITATINS OF THE HEROEIN. WHERE s I _ Ceiling Transition_ — E fisting ^�-- '�'`' � ' �� ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Main Ride Line Fi e lace Main Ride Line Main Ride Line Main Ride Line Main Ride Line .a CL CL CL N 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) N 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS (AISI—S230) Jw °N° 3) ICC STANDARDS ON THE DESIGN AND X J X CONSTRUCTION OF LOG STRUCTURES (ICC400) w�N LIVING ROOM w 8' Ceiling Hgt. CL REV: X w J w BEDROOM 8' Ceiling Hgt. N X w PROJECT: � P ° CUNNINGHAM RESIDENCE EX. 3042 MULL EX. 3042 3068 EX. 3042 O J a 1300 INDIAN NECK LANE PECONIC, NEW YORK ® ® SCTM# 1000-086-04-04 DRAWING TITLE: -°" NEW FIRST FLOOR REFLECTIVE CEILING PLAN 36'-0' 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 FIELD FIT. THE NEW ROOF RAFTER PLAN- NEW ROOF PLAN DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE: 1/4"= V-0" SCALE: 1/4"= V-0" SEAL: DATE: OCTOBER 13, 2024 —'--�. PROJECT N0: EXISTING WALLS EXISTING WALLS 0` �1E�'�' }'� 1184-2024 C0rrU`� � DRAWN BY: PROVIDE HU RICANE STRAPPING ~ �� - -n ti H NEW WALLS NEW WALLS IN ACCORDANCE WITH THE �, „~i�i, ; �* BDK 2020 RESIDENTIAL CODE OF ,, ;. " ECKED BY: NEW YORK STATE ' SHEET NUMBER: WALL TO BE REMOVED WALL TO BE REMOVED ALL HEADERS ARE TO BE (2)1 a"X 9y" LVL UNLESS Al 04 OTHERWISE NOTED NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN-ASSOCIATES, uc !� ` . PROVIDE HURRICANE STRAPPING138 a IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL HEADERS ARE TO BE KEHL DESIGN ASSOCIATES LLC (2)1 q°X 9Y° LVL UNLESS residential & commercial design ® consulting OTHERWISE NOTED NOTE: PROVIDE FIRE BREAKS PO.Box1675 phone: (631)433-9084 AS PER Southold,New York 11971 E-Mail: ssbn654@optonline.net THE 2020 RESIDENTIAL CODE OF NEW YORK STATE T_ Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the / \ ideas, design and arrangements represented \� propertytherein, are the G ASSOCIATES LLC. No pot thereof shall be LL copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. © 111 11 Hil 11111 1111 111 1 11111 111 11 COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ❑ WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED I EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. @� o 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 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. WORK NOTES: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE NORTHHEAST ELEVATION- NORTHWEST ELEVATION R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SCALE: 1/4"— V-0" SCALE: 1/4"= V-0" SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND 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 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. 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 USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) REV: I I I II I l l I_LI_l 11 CUNNINGHAEva M RESIDENCE - - ;� - 1300 INDIAN NECK LANE LJ , qL IIIIIIIIIIIII - PECONIC, NEW YORK SCTM# 1000-086-04-04 DRAWING TITLE: - -- - Y" Ill III III -- ELEVATIONS 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 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT SOUTHWEST ELEVATION SOUTHEAST ELEVATION FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: SCALE: 1/4"= V-0" SCALE: 1/4"= V-0" OCTOBER 13, 2024 PROJECT NO: 1184-2024 P� OF t>tE411 DRAWN BY: �� \N J. CO,. y0, BDK O 'd CHECKED BY: HEET NUMBER: 4- 1051684 A201 DOB NUMBER: OF 0 KEHL-DESIGN-ASSOCIATES, uc ,.. OF Ride Vent Ridge Vent 1j"x9g LVL Ridge Ridge Vent 9 Hurricane Strapping Hurricane Strapping Hurricane Strapping lrx 91 LV Architectural Grade Roof Shingles Ridge Vent LVL Ridge Beam KEHL DESIGN ASSOCIATES LLC Ice and Watersheild residential & commercial design e consulting Ex. Roof Sheathing 2x6-24" oc Rafters PO.Box 1675 phone: (631)433-9084 Southold,Newyork 11971 E-Mail: ssbn650doptonline.net Architectural Grade Roof Shingles Architectural Grader Roof Shingles p--2x4 Collor ies Ice and Watersheild Ice & Watersheild Kehl Design Associates,LLC o formerly D A K Associates,LLC Architectural Grade Roof Shingles �------ — - - - - - - " CDX Ext, Roof Sheathing CDX Ext. Roof Sheathing "oc. 24-16" oc Rafters HVAC 2x6-16" oc Rafters 26-16" oc Rafters ,16 Ice and Watersheild OWNERSHIP & USE OF DOCUMENTS: Provide Attic Access : 2x6- CDX Ext. Roof Sheathing These drawings and specifications including the R-38.8 Closed Cell Spray Foam ideas, design and arrangements represented R-491nsulation 9 9 P therein, are the property of KEHL DESIGN 2x6-2x6 Ceiling Joists - 6 oc eilin d ist _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Hurricane Strapping ASSOCIATES, LLC. No part thereof shall be 6" Fascia copied, disclosed to others or used in connection R-49Insulation (2)14rx52" with any work or project other than for which Hurricane Strapping LVL Hdr, they have been prepared without written consent. Soffit (See Detail)Double 2x4 Top Plates — � Double 2x4 Top Plates NEW LAUNDRY NEW DINING ROOML- 12" Hurricane Strapping 2x4 Studs 16"oc. " r 3y 2x4 Studs 16"oc• 4' /a" ROOM Cathedral Ceiling -10" 2'-0" 5'-2" 3'- 1'-83/" -0 1'-$� Double 2x4 Plate Match Exterior Sheathing - Walls of Shower and Match Exterior Sheathing 15'-9y, 2x4-16" oc Wall Studs Bathroom are to have Blueskin Housewrap 3y 3'-218 -toy Match Existing CDX Sheathing © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR ___-- —__-- J" CDX, between the x 8" Hardi-Plank (6 R-15 Insulation R-15 Insulation " Exp) 3'-6y Blueskin Housewrap PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL " —► R-21 InsulationA I I studs to attach ADA R-15 Insulation 3" Oak floor 2"x 8" Hardi-Plank (6" Exp) COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT I I ____ F M______ Handrails. 2x4 Shoe 3'-4%" 43„ WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 4 Subfloor 2x4 Plate SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT J"x92" LVL Flush Beam 2x8 ACQ House Flush Beam R-30 Insulation 2x4 Shoe pson Joist Hanger J"x6" Trex Decking or Equal iX10 Azek Skirt Board TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 1Xx92"Azek S in Bo Box Beam TJ111Ox9 @16 oc 2x8 ACQ Floor Joists 12"oc. TJI 1Ox " Q 6"oc TJI1 Ox9 @1 'a 14x92" inn erstrand Box Beam EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. iX10 Azek Skirt Board Hurricane Strapping Hurricane Strapping Joists Equally Space #5 Horizontal Rebar 2x6 ACQ Sill #5 Horizontal Rebar #5 Horizontal Rebar—' 2x6 ACQ Sill rx18" Anchor Bolts 32"oc. Damp proofing (3)ii"x 92" LVL Flush Beam "x18" Anchor Bolts 32"oc.� Dam proofing (3)2x8 ACQ flush Beam Foundation n Acceptance of these drawings does not authorize the right to 13'-0" 11'-8� � 8" P.C. Foundation P 9 9 (2)1 "x92" LVL Flush build without the authorization of local governingagencies, such Beam Ripped to match NEW BASEMENT NEW BASEMENT J NEW BASEMENT as Suffolk County Dept. of Health Services, Town Building EX, BASEMENT EX. BASEMENT existing floor Joists !� W/13"x74" LVL each side " _ Departments, DEC, FEMA, etc. Verify all conditions, codes, (3)1 x92" LVL Flush /I ihru bolted as per Manf. Beam Rippedto match and requirements with such agencies prior to construction, specs. existing floor Joists 8"P.C. Foundation 4" P.C. Slab 5 Horizontal Rebar 2x4 Keyway #5 Horizontal Rebar 4" P.C. Slab 4" P. b #5 Horizontal Rebar 2x4 Keyway WORK NOTES: ELt 16"A".Footing Min. 3'-0" 6"x8" Footing Min. 3'-0" 16"x8" Footing Min. 3'-0" R 3 01 DESIGN CRITERIA AS PER THE Below Final Grade W/ Below Final Grade W/ Below Final Grade W/ 2020 RESIDENTIAL CODES OF #5 Vertical Rebor 4'-0"oc. (3) #5 Rebar L.W. and #5 Vertical Rebar 4'-0"oc. (3) #5 Rebor L.W. and (3) 15 Rebar L.W. and NEW YORK STATE #5 Rebar 2'-0"oc. S.W. #5 Rebar 2'-0"oc. S.W. Z#5 Vertical Rebar 4'-0"oc. #5 Rebar 2'-D"oc. S.W. R301.1 APPLICATION BUILDINGS AND STRUCTURES, CROSS SECTION AND PARTS THEREOF SHALL BE CONSTRUCTED TO PROVIDE HURRICANE STRAPPING � PROVIDE HURRICANE STRAPPING SAFELY SUPPORT ALL LOADS, INCLUDING DEAD IN ACCORDANCE WITH THE IN ACCORDANCE WITH THE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, 2020 RESIDENTIAL CODE OF NEW PORK STATE SCALE: 1/4" 1'-0" 3 01 CROSS SECTION_ B 2020 RESIDENTIAL CODE OF SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS NEW YORK STATE= AL- PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE ALL HEADERS ARE TO BE EXISTING WALLS ALL HEADERS ARE TO BE WITH THE PROVISIONS OF THIS CODE SHALL RESULT 2 1,"X 9Y" LVL UNLESS SCALE: 1/4"= 1'-0" �30 1 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OTHERWISE NOTED ) (2)13/"X 9Y" LVL UNLESS PATH THAT MEETS THE REQUIREMENTS FOR THE EXISTING WALLS OTHERWISE NOTED TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN NEW WALLS THROUGH THE LOAD—RESISTING ELEMENTS TO THE NOTE: PROVIDE FIRE BREAKS NEW WALLS NOTE: PROVIDE FIRE BREAKS FOUNDATION, BUILDINGS AND STRUCTURES AS PER AS PER CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE THE 2020 DEEMED TO COMPLY WITH THE REQUIREMENTS OF RESIDENTIAL CODE of WALL TO BE REMOVED WALLTO BE REMOVED RESIDENTIAL CODEOF THIS SECTION. NEW YORK STATE NEW YORK STATE R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN Ex. 2x10 Floor SECTION R301.1 THE FOLLOWING STANDARDS ARE Joists @16"oc. TJ111Ox9 Q16"oc PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE Verify height of 2x6 ACQ Sill ENGINEERED DESIGN IS USED IN CONJUNCTION WITH the existing Floor w THESE STANDARDS, THE DESIGN SHALL COMPLY p Joists. ExistingL To of New Foundation DETAILOF FOUNDATION � WITH THE BUILDING CODE OF NEW YORK STATE. joists measure > to be @ �" to 4" between 9"and 94" o Lower than Existing HEIGHT DIFFERFoundation 1) AWC WOOD FRAMED CONSTRUCTION MANUAL Ridge Veni o° (Verify in Field) C: 2) AISI STANDARD FOR COLD—FORMED STEEL Hurricane Strapping i4"z 9 'LVL Ridge Beam o FRAMING — PRESCRIPTIVE METHOD FOR ONE— SCALE: 1/2"= 1'-0" Ridge Vent AND TWO FAMILY DWELLINGS (AISI—S230) Architectural Grader Roof Shingles w 3) ICC STANDARDS ON THE DESIGN AND Ice & Woersheild CONSTRUCTION OF LOG STRUCTURES (ICC400) I" CDX Ext. Roof Sheathing Instoll as Per Manf. Specs. REV: 2x6-16" oc Rafters and Residential Building of Architectural Grade Roof Shingles New York State 2020 2xb-16 oc. Collor Ties �1'-0"� Ice and Watersheild Simpson Hanger 2x4 Studs 1 " c. N ?� CDX Ext. Roof Sheathing xs'f6 0� 2x6-16" oc Rafters 2x6 ACQ Sill �fers Nate: Top of Buck is PROJECT: p R-49 Insulation R-38,8 Closed Cell Spray Foam 2X12 ACQ Window Buck � Drip Co Supported By Legs N _ _ _ _ _ Hurricane Strapping (See Detail Below) C U N N I N G N A T =� = — — — — 2'-4 7/8" 4" Azek Casing Ti X4" Strang-Tie hors o00HMG RESIDENCE 0 Titan HD Screw Anchors or Equal 15'-9y" EX. BEDROOM EX. B H o0 2 ," -a" -," -,y 1300 I N DIAN NECK LANE Dbl 2x10 Box Beam Flush 'n 400 Series P E C O N I C, NEW YORK " Oak Floor KITCHEN Beam over Bilca Door � Andersen Note: Provide Temporary Braces Inside Buck 4" Subfloor Provide 2x12 ACQ Buck around all CW135R Window well Built-In Ladder To Insure That it Stays Square or Install 3y 3y Plywood Squares on the Corners. 11 3'-5" 2'-4y 2 J" Oak Floor Basement Windows M SCTM# 1000-086-04-04 10-OY," 2'-8" 4 Subfloor Hurricane Strapping Apply t" Plywood corner braces DRAWING TITLE: (See Detail Below) PP Y 4 Yw to insure the buck remains square Bilca Door to be Mounted Compacted Grovel 2x8 ACQ Window Buck CROSS SECTIONS on Ix Azek BASEMENT AS NOTED 14. Existing / 2x8 ACO Bolted to ° . , NOTES: Stairs /J/ I I Foundation Compacted Note: Legs of Buck are THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. BASEMENT EX. BASEMENT EX, BASEMENT :,.:::v:. :r':'::''.::�:::: ` , Sand and Gravel Resting on Base of Buck DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ' ��j I I PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL +, 'RELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Existing 16"x 8" Canc. FTG. 2'-7 7 g UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT R-13 Insulation g /" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 1_____� Min, 3'-0" Below Final Grade CW155L WINDOW SEAL: DATE: n --�, PROJECT NO: 13, 2024 New Bilco C Door W/12 Ext. ,,E OF 1L'E r: 1 184-2024 P New Bib 0+E Stringers EGRESS WINDOW WELL BUCK DETAIL �� J. ��^ DRAWN BY: �.,.-. �� aC� 0 PROVIDE H,ERICANE STRAPPING IN ACCORDANCE WITH OF CROSS SECTION and Treads ,��j BDK 2020 RESIDENTIAL CODE 0� C .,.3;�, HECKED BY: NEW YORK STATE SCALE: 1/4"= 1'_D" CROSS SECTION . n 301 � ._r' � r ALL HEADERS ARE TO BE EXISTING WALLS ,,,,. -,._.,, �� `SHEET NUMBER: (2)13/"X 9%" LVL UNLESS 1 0 1 A301 SCALE: 1/2"= 1'-0" '/,O^ � � ' OTHERWISE NOTED rfSSIOhP NOTE: PROVIDE FIRE FREAKS NEW WALLS AS PER DOB NUMBER: OF THE 2020 -7/771 RESIDENTIAL CODE OF WALL TO BE REMOVED NEW YORK STATE KEHL-DESIGN•ASSOCIATES, Lw •— 2 -2 X 4 TJAI, O OP PLATE y 2 6 2 2 2 2 2 2 '-- (2)4" x 91" LVL HEADER / Iy� 6 6 2 6 6 2 6 6 2 4 6 2 4 ? 4 2 6 - - - — 6 2 4 2 4 2 6 2 6 2 (D Kf 4 KEHL DESIGN ASSOCIATES LLc LJ residential & commercial design o consulting J Lu 00 U = PO.Box 1675 phone: �631 433-9084 af 0 0 Southold,New York 11971 E-Mail: ssbn654@optonline.net I X 4 AZEK FRIEZE BOARD i � o � 0 z I � Z Kehl Design Associates,LLC o formerly D A K Associates,LLC Z"X3z" AZEK CORNER BOARDS �--- 2 X4 - 16" OC. ( STUD ) -- 11� OWNERSHIP & USE OF DOCUMENTS: 0 I x 6 AZEK FASCIA BOARD These drawings and specifications including the x w ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. �— 2X4SHOE CORNICE DETAIL INTERIOR / EXTERIOR CORNER FRAMING DETAIL COPYRIGHT ELEVATIONS KEHL DESIGN PROTECTEDASSOCIATES, LLC. ALL FLOOR NTS WIND 0 W AND D 0 0 R HEADER DETAIL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT RAL NTS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE NTS SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. D I M "C" Acceptance of these drawings does not authorize the right to H E I G H T build without the authorization of local governing agencies, such BASEMENT DOOR as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, CLASSIC SERIES — STEEL SIDED and requirements with such agencies prior to construction. SIZE „A„ „B„ „C, „D„ „E„ „F„ WORK NOTES: (WIDTH) (LENGTH) (HEIGHT) (F,O, W) (F.D. L (C.O.) R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF B 51° 64" 22" 44" 60" 41" NEW YORK STATE C 55' 72' 19 1/2' 48' 67' 45' R301.1 APPLICATION BUILDINGS AND STRUCTURES, G 47" 58" 30' 40" 58° 37" SAD PARTS THEREOF E Y SUPPORT ALL LOADS, INCLUDING UDINGU TO DIM "B DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, LENGT SL 51" 43 1/4" 52" 44" 60° 41" SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS DIM E PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF AME ❑PENING THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT LENGTH IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN 12 THROUGH THE LOAD-RESISTING ELEMENTS TO THE 6 FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE 7 DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. 2X12 RAFTERS 16"oc. R301.1.1 ALTERNATE PROVISIONS I X 6 PINE FASCIA BOARD a" CDX ROOF SHEATHING AS AN ALTERNATIVE TO THE REQUIREMENTS IN SIMPSON HURRICANE STRAPPING SECTION R301.1 THE FOLLOWING STANDARDS ARE M „ PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE FRAME OPENIN ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WIDTH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL I X 6 PINE FASCIA BOARD (WFCM) I" SCREENED VENT �— \ ° 2 AISI -STANDARD FOR COLD FORMED STEEL I X 6 AZEK BEADED SOFFIT BOARD FRAMING - PRESCRIPTIVE METHOD FOR ONE- 5/4 X 3 SPRUCE PACKING 0 o AND TWO FAMILY DWELLINGS (AISI-S230) I X 4 AZEK FRIEZE BOARD 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 1" SCREENED VENT REV: 0 o n o I X 6 AZEK BEADED SOFFIT BOARD I X 4 AZEK PORCH FRIEZE BOARD 1 X 6 AZEK FRIEZE BOARD I X 6 AZEK FRIEZE BOARD (5) 1-3/4" x 9-1/2" LVL GIRDER I X 6 AZEK GIRDER WRAP , PROJECT: DIM "A° DIM "F-" 4' AZEK SHEET MATERIAL RIPPED TO �� � �'�� �� GIRDER SOFFIT WIDTH. WIDTH CLEAR OPENING RESIDENCE MAIN HOUSE SOFFIT FRAMING DETAIL 10" AZEK COLUMN 10" AZEK COLUMN 1300 INDIAN NECK LANE NTs PECONIC, NEW YORK 6X6 ACQ POST TO BE PACKED-OUT AS\� OF AEO XIIOARY FO POST R CONSTRUCTION SCTM# 1000-086-04-04 EAD DOOR URAWING TITLE: SIDE — RIGH LIDS BOLT SECTIONS AND \ WHITE PVC COATED ALUMINUM DRIP CAP HEADS LOCKING MECHANISM DETAILS AS NOTED AS SPRING LIP DOO LIFT ASSITANCE NOTES: 5/4 X 4 AZEK HEAD PIECE SIMPSON 6X6 POST ANCHOR ® IANDLE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE � (lJ - 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 FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR ANCHOR BOLT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT /4 X 4 AZEK CASING FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. m SEAL: DATE: OCTOBER 13, 2024 PROJECT NO: d �� 1 184-2024 �j DRAWN BY: 2" HISTORIC SILL SIDE — LEF \ Co �; BDK `SILL FRONT PORCH GIRDER DETAIL PROVIDE HURRICANE STRAPP NTS IN ACCORDANCE WITH THE ,; �� t CHECKED BY: <, k1 2020 RESIDENTIAL CODE-0 NEW YORK STA S UMBER: WINDOW CASING DETAIL ALL HEADERS ARE �� NTS (2)1 a"X 9%" LVL UNLESS A303� •I �.�' OTHERWISE NOTED NOTE: PROVIDE FIRE FREAKS DOB NUMBER: OF AS PER THE 2020 RESIDENTIAL CODE OF ©KEHL°DESIGN°ASSOCIATES, lu NEW YORK STATE