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Home My WebLink About48680-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY µa, 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 #: 48680 Date: 1/3/2023 Permission is hereby granted to: Antoniadis Dimitrios 3300 North Sea Dr Orient, NY 11957 To: Construct new single family dwelling on vacant land as applied for with SCHD approvals. At premises located at: 1275 Greenwa W, Orient SCTM # 473889 Sec/Block/Lot# 15.-1-25 Pursuant to application dated 11/7/2022 and approved by the Building Inspector. To expire on 7/4/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,775.20 CO-NEW DWELLING $50,00 Total: $3,825.20 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 haps:Hr sotllhold townn o u Date Received APIIPkICATION FOR 1113UIIIII uDING PERMIT For Office Use Only PERMIT N0. 4k6'C0 Building Inspector: u Applications and forms must be filled out in their entirety. Incomplete 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: Na me. p I M I 1 l c oS C laAz- AN'TTOM i i►a 1,S SCTM#1000- Project Address: /275 /EF NLVA y WF: I Ott ! ►�7T Phone#: Email: , -0 rVt Mailing Address: 330 7\1©pm S'CX V-t uF- o�,�.�� -u ' 1 (9'� r? CONTACT PERSON: Name: , KCi' �- i-(t— Mailing Address: OCSS TAS w ,�P—r Y /IT.,7/ Phone#: Email: AE , Air - y�3 � DESIGN PROFESSIONAL INFORMATION: Name: 14�64l_ ArZ-&I . A--f A- U..C' Mailing Address: 2oS ASS w " I f!{O L- f-4 11171 Phone#: �3 I ._433- 0 Email: S� r CONTRACTOR INFORMATION: Name: 1 O E E I fE PM I 6 Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION %New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other '770 Will the lot be re-graded? ❑Yes f'No Will excess fill be removed from premises? ❑Yes lRNo 1 PROPERTY INFORMATION Existing use of property: ISS S, " Intended use of property: S Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to _L(C) this property? ❑Yes ❑No IF YES, PROVIDE A COPY. Mhec'„°c �I3o A('"(ml'II eadlI : The owner/contractor/design professional Is responsible for all drainage and storm water 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 210AS of the New York State Penal Law. Application Submitted By(print name): R P sz7 A, xj97t4l– IRAuthorized Agent []Owner Signature of Applicant: Date: H- 07 Z CONNIE D.BUNCH STATE OF NEW YORK Notary Public,State of New York No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF Commission Expires April 14, j 1��L-kms being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the � ' is (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 1 4*-N day of 11i rye/K W'1 , 20 a�, Notary Public (Where the applicant is not the owner) I, I iT S A 1t3iAi residing at 33©( No 1\(Y ( ��( � —do hereby authorize '–Bail IN too apply on my behalf to the Town of Southold Building Department for approval as described erei'n. 2 Owner's Signature Date mrv%► Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate Project Antoniadis Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 4,925 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1275 Greenway West Dimitrios Antoniadis Brett Kehl Orient, NY 11957 3300 North Sea Drive Kehl Design Assoc. LLC. Orient, NY 11957 265 jasmine Lane 917-922-3050 Southold Dimitrifl@gmail.com Southold, NY 11971 631-433-9084 ssbn654@optonline.net 101 OEM Compliance: 10.5%Better Than Code Maximum UA: 678 Your UA: 607 Maximum SHGC: 0.40 Your SHGC: 0.29 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. +. ge it r°�nsi "r an Gklr'R...g a'd4'�A':.*. _�Il:�ll�...:�ru �u uegc tlraac�rrcagV ,anrnm':� Ir'nr'c �e'nru, osis Ir¢er� lilrn gUnr: ig��salt i�nen.lr°Ienrelrru<rlrnr:e a rrrlrwlg'niu�u�lrnc�.,,: ��tt.l�'u flr'� If�IF ��Ilu�,a; IC <�,h �°ry . aISSEHiruk:riy liu°n tiuc.„>pec.Hed a'::irna t e zone Ir7r'uu.ust rneet Hite uninlirnu.urn er eia gy c.)de uun^:Yullatlkwi i°, vakie and depth u�..�.IIIAuu�r,lr7rua:,urld.r° Envelone ASSMlie s, Ceiling: Flat Ceiling or Scissor Truss 2,105 30.0 19.0 0.021 0.026 44 55 Ceiling 1:Cathedral Ceiling 1,038 30.0 0.0 0.034 0.026 35 27 Wall: Wood Frame, 16"o.c. 1,272 21.0 0.0 0.057 0.060 57 60 Orientation: Front Window:Wood Frame SHGC: 0.31 226 0.300 0.320 68 72 Orientation: Front Window 1: Wood Frame SHGC:0.31 28 0.290 0.320 8 9 Orientation: Front Window 2:Wood Frame SHGC:0.32 13 0.270 0.320 4 4 Orientation: Front Wall 3:Wood Frame, 16" o.c. 791 21.0 0.0 0.057 0.060 42 44 Orientation: Right side Door: Solid Door(under 50%glazing) 32 0.310 0.320 10 10 Orientation: Right side Project Title: Antoniadis Residence Report date: 11/04/22 Data filename: Pagel of 2 A • Window 6:Wood Frame SHGC:0.31 23 0.300 0.320 7 7 Orientation: Right side Wall 1:Wood Frame, 16"o.c. 789 21.0 0.0 0.057 0.060 42 44 Orientation: Left side Window 3:Wood Frame SHGC: 0.31 50 0.300 0.320 15 16 Orientation: Left side Wall 2:Wood Frame,24"o.c. 1,274 21.0 0.0 0.056 0.060 48 52 Orientation: Back Door: Glass Door(over 50%glazing) SHGC: 0.26 190 0.300 0.320 57 61 Orientation: Back Door 1: Glass Door(over 50%glazing) SHGC: 0.24 32 0.300 0.320 10 10 Orientation: Back Window 4:Wood Frame SHGC:0.31 18 0.290 0.320 5 6 Orientation: Back Window 5: Wood Frame SHGC: 0.31 169 0.300 0.320 51 54 Orientation: Back Floor:All-Wood Joist/Truss 3,047 30.0 0.0 0.033 0.047 101 143 Floor 1: All-Wood joist/Truss 95 30.0 0.0 0.033 0.047 3 4 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 mandato requirem s listed in the REScheck Inspection checklist. 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IG � w S, e w .. �� ft4 a aAi y, � z p ("0111 z d' t-w V11 f s a Z IL w s 7 1 M z u> LU I LL > m' SM a- ��£ ✓ W 4, e Cz C~ rm � Cz qLr7- �4aCy�m4tao1>-v'3 �st iq W 3 1- ='-iy �uz H Wrw m�F Cys"� . � ICI. C W =PIZ 6.W �� ,...e 777 A Off'-4 O w 3 (} F-ffl LSv � N C oEUu WEST / ( 52.42' U.B. c JJ '�" 169, 1p- 0 4 10 u LO CJ a 5 ^�'•�� r �y ,°+a i� Q duo CJ ` 1 5 24! u to \ I-Do W d 3; OOIT Ib /��J • _j co _, r OIN SCJ d'�b fr SSI q)Co z i e etw� O d O y a. 2 >-U 3 cz $ �b o ° ti�3 o of o � � ca quo 0.�! b ° o ti o ti ti� �xx�uu o IZ �c�> 2 y S o m o owwN= A 'q� y WguXi[1 3� �`' o �Pii�j -0 v:; b w 4 4a ti pw Owccky a ° o b -w. QZS o h � � w � � �^ a�r~_ia W�� "'� 3 c`3 •0 m y ��S�� Zo�uwi`a`w OPt K Q� 10 y Op O.0 cr� 26a PtNK 6 . �+�-LLVxNO +~C Uo N �CUUQ e C ?�om� aocr- zz i� C� =r�np 4 4 zt 15 - 1 -as- a_sSIC;sa� k6 ea GENERAL NOTES: & CONSTRUCTION SAFETY NOTES: RESIDENTIAL RENOVATION O 1/�/ ; ;,;%;,� �ONTRAC I OR N 0 T E SGeneral Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF %%j� � __ ` - 1 ' � Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. i 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTI�S: - 2. FIRE SAFETY: VV�� 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. M DESIGN ASSOCIATES � 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 __ I11.� 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 8. 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. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Boxl675 phone: (631I433-9084 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. 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@opfonline,nei 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTTON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC a formerly D A K Associates,LLC 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. 4. a. All plywood shall be in accordance with the American Plywood Association (APA) 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 & U5E uE UOCUMLNiS: 5 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 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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 KEHLDESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY r 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 with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better 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. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH 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• Laminated Veneer Lumber (LVL): ELECTRICAL WORK `.HALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. = 1 ,900,000 PSI ACCUMULATION. E THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 90 PSI 9. Fb = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. KEHL DESIGN ASSOCIATES, LLC. NOTE 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 KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 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 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 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 ®T 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. CONSTRUCTION LOAD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 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 BY A DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. /'± OCCUPANCY OR USE LIVE ( ) ( ) ENGINEER R PRESCRIPTIVE DESIGN25. RESIDENTIAL ONE - AND -'- f1'JO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/16 INCH 11mm AND A SPAN OF NOT MORE THAN 8 FEET 2438mm 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 s) AND OCCUPANCY P CSSIFICATIOIN s UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED 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 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 CASE. WI RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED TH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,, IS 180 MPH (290kps) OR LESS. TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: 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 �C TYPE GROUP FIRE ESCAPES RESIDENTIAL CODE OF NEW YORK STATE. r d 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA J1QN 3 2� � V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL BUIWINGOEPT. < 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, TOWNOFSOUTHOLD HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS f Son 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 GARAGES 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 PROJECT: NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH t PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS R301.1.1 ALTERNATE PROVISIONSAN 01ADIA"' THE HIGHEST ROOF SURFACE 3 STORY 30 Y4 (BASED ANCHOR DIAMETER LWTH 2W 16 16 16 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE =25'-5 " 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 2020 BUILDING CODE OF NEW YORK STAIRS 40 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. STATE, RESIDENCE 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 Veit and a 45-foot mean roof height. 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm?1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) CORNER OF TOTAL HEIGHT FROM RIDGE TO GRADE 29'-10" b. Fasteners shall be installed at opposing ends of the wood structural panel. a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD Fasteners shall be located a minimum of 1 inch from the edge of the panel. APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) NORTH SEA DRIVE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with on, embedment length of 2 inches minimum into AND GREENWAY WEST LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 inches 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, ORIENT, NY ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER OORCGRE TER, THIN THE PLAN AN E OFT E RECTANGLE TR SSES. THIS LIIVE LOAD NEED NOT BE ASSUMEDGHT Y 24 NCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SCTM#1000-15-01-25 TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER 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 IITLE: 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 e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: AREAS OF STRUCTURE 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 R40r and the provisions of sections R401 through R404 indicated as "Mandatory" 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 BASEMENT 2173 sq.ft. 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 NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. EX. FIRST FLOOR NA (NY)TABLE R402.1.2 a g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY E THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR 2173 sq.ft. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATKNI SKYLIGHT GLAZED GEM WOOD MASS FLOOR BASEMENTc SLAB 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 UFACT0 U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL , R-VALUE WALL RVALUE SPACEc FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE SHOO b,e R-VALUE R-VAUIE1 R•VALUE &DEPTH R•VALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS NEW SECOND FLOOR 2568 sq.ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW BALCONY NA THE PLANE OF THE TRUSS 4 EXCEPT �� x UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COb'IaENTS NOT 0.32 0.55 0.40 49 20OR13+5`' 8/131 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCE,E-DULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE ATTIC (HOUSE)(a NA BOTTOM CHORDS WHERE ALL of THE FOLLOWING CONDITIONS ARE MET: For SI: = 1 foot = 304.8 mm CODE OF NEW YORK 'SEAL: DATE: ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-foctors and SHGC ore maximums. When insulation is installed in a cavity which is less MAY 05, 2022 NEW GARAGE 1010 sq.ft. 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 NO: ATTIC GARAGEa NA NOT LESS THAN 30 INCHES R-value specified in the table. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ------_� b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED BONUS ROOM NA ,T�(}' 1 128-2022 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN means UNDER FEDERAL COPYRIGHT LAW `� tti �:' r' - DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " ns R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the . S\" t interior of the basement wall. �' �.0, �'„ BDK SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION. � + �n ��,. �' CHECKED BY: DECK 682 sq.ft. MEMBER DEPTH. BALCONY 96 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 _ a THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous �, ; __ • -.--r='-" ROOF TOP DECK NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES LLC. �•% SHEET NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS 0�- COVERED FRONT PORCH 95 sq.ft. THAN 10 POUNDS PER SQUARE FOOT. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE d. R-5 shall be provided under the full slob area of a heated slab in addition to the required slab edge insulation �} C" COVERED ENTRANCE 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 h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab o. POOL HOUSE CABANA NA G1 SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. fir`,,_' ' ACCESSORY STRUCTURE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND To THE LOAD ON THE e. Reserved �- =� 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. the authorization of local governing a encles, such as Suffolk Count Dept, DOB NUMBLR: of (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. - g g g Y P (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulatuon, 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 4 i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction. ® KEMDESIGN•ASSOCIATES,uc insulation is on the interior of the mass wall. 16 8 16 2 2 �jL� 16'-4" 5'-613" 7'-103" 5'-613= 14'-1" 14'-3' 2'-71" 9'-41' . 3 " 3" 2,_73" _91. 2,_73" 13'-42" 16 t� ��y''' 1 # � 'A - s. 16 4 2 4 - <� +KEHL DESIGN ASSOCIATES i c residential & commercial design a consulting 4'-7 _72" ,_42" 10 11' P0.Box 1675 phone: (631 433-9084 1' 9'-6g" 1'-016" 8'-62" 8'-62" -62" -62" -62" o' Southold,Newyork 11971 E Mail: ssbn654aoptonline.nef Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: A D These drawings and specifications including the (2) 202 GIRDER (ACQ) '" (2) 202 GIRDER (ACQ) (2) 202 GIRDER (ACQ) ( ) 202 GIRDER (ACQ) (2) 202 GIRDER (ACQ) ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, 3� 6" x 6" CCA POST LLC. No part thereof shall be copied, disclosed ON to others or used in connection with any work r E 4" x 4" CCA POST 1'-0" DIA STNA TUBE or prof prepared w thoutect other thano t wr they consentve been Q ON CONCRETE FOOTING o`t PGo o U 1'-0" DIA SONA TUBE I (MIN. 36" BELOW FINAL GRADE, �FQ r x - U CONCRETE FOOTING m� BEAR ON UNDIStURBED SOIL) v U(n(MIN. BEA 3O BELOW FINAL GRADE, - 2) 2x10 GIRDER ACQ _ r\ �� DBL2x10 X �- +� J N 97 >\ o O a BEAR ON UNDISTURBED SOIL) " _ _ � 1ry + x a 8' �D �0. COY l0 UO O � a0 �2,_8 � — D MIS `L 2 I ROUND I 1, I Ld 1 m !� 3'_7" � �T2x10 RDER ACQ I 0 1 L�HIMBLE 00 CD CO �+ x o In \ x x ` 1 PROVIDE \ N l of o m `� 4" Conc. Slab on r, (2) 2x12 GIRDER (ACQ) HEARTH FRAMINJ2 \ �� x III \ (6) 8" Conc. Piers a a AS REQUIRED/ - - - - - \ I N oo r\ Min. 3'-0" Below u0N rl� w o FURNACE AREA -\ 2x12 ACQ HOUSE BEAM to 4 Drain to a Final Grade I Q \\ w/ 2X10 JOIST HANGERS N to Connecry t d o� a U to III 0 0 PROVIDE MIN. OF \\ \ �� / o \ �� III H / III 100 SF. 5/8" \ \ �' / py o \\ � rily 0 o p / I FIRE-RATED I \ / a r N cv C / SHEETROCK \ / I� /- - - - - - -\ N \ - ;�- - - - - - - - - 2x12 ACQ HOUSE BEAM / ABOVE FURNACE \ / f)I� \ iU 2x12 ACQ HOUSE B AMA - N w/ 2X10 JOIST HANGERS FURNACE AREA cu / r/ n \� - w/ 2X10 JOIST HAN ERS ( _ - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -1J r BEAM POCKET ! BEAM POCKET - - - - - - - - - - -o - ('') _ _ _ _ I DROPPED FOUNDATION I 1 �) 1-3 4" x_9-1 2" _ (2) 1-_3/4" x 9-1 2" I _ (3) 1-3/4" x 9-1/2" a FOR 3068 DOOR V) 0 r LVL GIRDER LVL GIRDER 4 LVL GIRDER NOTE: I w _ _ _ _ DENOTES PLUMBING DROPPED FOUNDATION I - - - - - - - - - - - - - = BEAM POCKET I- - - - -� BEAM POCKET - - - - - - - -� - - - - - FOR 1o'xs' GARAGE DOOR I `WORK NOTES: w �I f N ABOVE. OFFSET s 16'-4" 8" 8'-8" 3 8"—� 10'-5" 14'-11" I PROVIDE WINDOW WELL V) z o �,l (n f-)I�l o o I FLOOR JOISTS AS FOR EGRESS AS PER 11J w F (-� - - -1 ( - - - - - - - - - - - - - - - - - - - - REQUIRED FOR I NYS. CODE O m w O w1 J I m < > > I I WASTE LINE p 4' BOX TUBE STEEL COLUMN I S oU)o� 1 1 - - - - - - - - - - - - - - - - I I I ~ Q cwnl 1 ON 4" BOX TUBE STEEL COLUMN Q1 8" P.C. FO NDATION ON a c�l� l 2'-0' x 2'-0' x 1'-0' i m a I CONIC. FTG. (TYP.) ON I � 1 25'-6' I H 16" x 8" CONIC. FOOTING X 8" CONCRETE WALL 1 1 I I MIN, 3'-0" BELOW FINAL I g0 1 ` --SIN I >� I I GRADE I i a a l 1i UP Cu`� GOLF PIT o 0 1 3 1 I I I o I 1 co CO I ; Co 4" P.C. SLAB C2 I 1 I I I I ° I � I I o m-§ I I a BASEMENT '� I BASEMENT I i N II — Q I Q 1 Ia I 1 I X z 1 m1-4" P.C. SLAB F 4" P.C. SLAB 00 I � w 't = TOP OF SLAB TO BE _� I " m w I I l x J I r L_ - - I 40" LOWER THAN THE I TOP OF SLAB TO BE r 1 I 11 0 1 I - Q I O I = BASEMENT FLOOR j 40" LOWER THAN THE I n I I I m 1 J SLAB BASEMENT FLOOR 1 I 1 1 I B ' B � ) x � I I X v~i xC� " I o m Cl)1 1 i l l rilco4 o w coo w 4 1 1 6" P.C. SLAB WITH PROVIDE WINDOW WELL Ld z o O I MIW I �1N J J I 1 I 1 VAPOR BARRIER AND FOR EGRESS AS PER w o w 1 I I I GOLF PIT J J I— I I I i 6x6 / 10/10 WWM I I 4 NYS. CODE m Li w z1 � I � I I o I I M 0 0° o�1 3' -04" -7" n 9,_4g1. _44" I -00 1 1 I m I I <U w 0" L - - 4" BOX TUBE STEEL COLUMN 1, " x x 3„ —I Q CD QI I ON M 7'-94 7'-9" -94 rx � 5'-114 I I 0" I = a ml I 3'-6" x 3'-6" x 1'-0" ! I I I I I I BEAM POCKET I I F � CO(SEEF DETAIL) 7 - ( -- - - - - - - - - - - - - - - - - - - ( I I I t ( ) - - - I I N -3 4" x 9-1 _ 4 1-314" x 1 2" _ 4 1-314" x 9-12" _ �4 1-3 4" x 9-1/2" _ _ _ _ - _ _ VL GIRDER LVL GIRDE LVL GIRDER LVL GIRDER < I I I I BEAM POC ET �--- p� - -- L �4) 1-3 4" x 9-1�" - �4_ -VA x 9-IZ I I lq" 1 1� e I e L GIDErf o I LVL GIRDER ( I 1 1 co l 1— —f 1— - 0 I I FROVIDE WINDOW WELL w >-�Ctf I I ? a i i a ;PROJECT: FOR EGRESS AS PER z o 'T w w I Inio� X X Ln107 1 �� I I NYS. CODE w o l— I 1 o D I In Ln I `D F rlv I 1 GARAGE I I f11 M I "k IN I A rum"' I S" w w o n Ln o v LOM M c� AIR sm"O IF °7o ow 1 I r\ x0 x o 0 6 o o x HVAC 1 I I I V) OCn �� '0 m w O PROVIDE UNOBSTRUCTED ° H Q CD LOP V) 1 1 1 I I w 0 0 + I m OPENING TO BASEMENT FOR I I I m 1 X J ; I I_J 00 AL o HVAC RETURN I i l 1 s 0 5! R E I ' AIR CONDITIONER 10 1 I o III 1 I '` ^. III col SHOWER I I - I r DROPPED FOUNDATION DROPPED FOUNDATION 1 CONDENSER UNITS I ISH WER - I I FOR 120BO GARAGE DOOR FOR 12080 GARAGE DOOR 1 I CORNER OF x x LOCATION. I 1oR IN N X - X X +. = I o I I 1 X x _ 3 a I I 1 a NORTH SEA DRIVE 1 0" 12'-74" - 18'-81" \ 13 3-' - - - - - - - - - - - - - 1 — to f\ L.r)Ln 4 I (n —?.- - - - - - - - - - - - - - --- - - - - - - —�.- -J — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ AND GREENWAY WEST 1 � s/D 0" w m� I — lnIQ7 N N if)IaJ w I 1 BASEMENT X W 1 " zoo' '- - - - - - - - - - - - - - - - - - - - - - I ORIENT NY L-- a a' 1 1 X 4" P.C. SLAB . 1 m I v) w w PROVIDE WINDOW WELL z o lam; I 4" P.C. SLAB 8' P.C. FOUNDATION ON x w� U-) L- - - - - - - - -- - i 24" x 8' CONIC, FOOTING o I w w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J SCTM#1000-15-01-25 FOR EGRESS AS PER `r Ln L` 1 i' m,M c� °0 D_ o z I w l— - - MIN�3=0" BELOW FINAL O L e oTjiT q NYS. CODE �m Of Il z l JACuzzl rn UP 6 R 5 I o m c>o o W I L DRAIN i t v 1 GRADE m I Q c>lw r)� cI - - - - - - - -Bf-4La " - - - - - o Q 6� pr2-04u ]an � A00 v 'DRAWING TI1LE: a - - - - - - - - - -BEAKLP-DCK.EL - - - - - I m1P i7 NOTE: m DENOTES PLUMBING / 2 ABOVE. OFFSET s-�IL"(/C/rV rZe.- ✓Da a L_ o - J S �L �'�'�-"6� • PROVIDE 020RESICHURRICANE STRAPPING PROVIDE HURRICANE STRAPPING - - - - - - - - - - - - - - - - ° ° FLOOR JOISTS AS ACCORDANCE NTH THE FOUNDATION PLAN ° I- •� -I � � (- n IN IN ACCORDANCE WITH THE a PROVIDE WINDOW WELL REQUIRED FOR �G. .,�? RESIDENTIAL CODE OF 2020 RESIDENTIAL CODE OF NOTE: 1 6CHOR I 1 1 I FOR EGRESS AS PER WASTE LINE U� NEW YORK STATE NEW YORK STATE DENOTES PLUMBING 1 ° POETS I I in m v I I F NYS. CODE ABOVE. OFFSET ALL HEADERS ARE TO BE FLOOR JOISTS AS iSET: ISSUED FOR: DATE: ALL HEADERS ARE TO BE c� REQUIRED FOR ( 1 1 (2)13/"X 9%" LVL UNLESS WASTE LINE I I OTHERWISE NOTED E �'1 �I�✓IO K CA2 � (2)1 4°X WI LVL UNLESS -°-J L__J L__J OTHERWISE NOTED ANCHOR NOTE: PROVIDE FIRE BREAKS NOTE: (3) 2x8 GIRDER - CCA BOLTS + NOTE: PROVIDE FIRE BREAKS AS PER HEIGHT OF FRONT PORCH 2x2 LEDGER - CCA G jj AS PER THE 2020 FOUNDATION PIERS ARE TO BE 7-1/2" LOWER THAN THE L CO RESIDENTIAL CODE OF / (2) 2x8 GIRDER - CCA RESIDENTIAL CODE OF ,SEAL: DATE: NEW YCRK STATE HOUSE FOUNDATION 2x2 LEDGER - CCA MAY 05, 2022 MEW YOLK STATE PROJECT NO: 1128-2022 _ DRAWN BY: A D _ BDK 13'-10" " 3 _38„ -8 6" 3,-4" 14'-6' ,�Y; , J' ,`. CHECKED BY: 3' 6'-4" 14'-92" 10' 12' 10' \�ih�',1` ' " / -� SJ`lfHEET NUMBER: FOUNDATION PLAN NOTE: © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization A 10 Doe NUMBER: uF 1) ALL HEADERS TO BE (2)1 j"x 9�" LVL HEADERS PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROVIDE SOLID BLOCKING UNLESS OTHERWISE NOTED WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such BENEATH ALI- BEARING POINTS. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE REFER TO MANUFACTURERS 2) PROVIDE (2)1 J'X11 J' LVL JOISTS BENEATH qLL agencies prior to construction. SPECIFICATIONS FOR BLOCKING WALL RUNNING PARALLEL ABOVE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. AT JOIST WEB. 21 ' L • .'/r, vim. ,rrz10 16'-4" 5 -616 7'-108 5'-616 14' 1" 14'-3" 2'-72" 13' 42 //� IL . "'It�A� 11'-O8" 5'-38" 2'-7 " 7 8 _6n 91n n 4,_01n _ 1n 5, /%T'„' , 1fy �l 'l s �f' __. H t 4 2 4 2 2 i. , 3'-11116 3'-1116 3'-44" 3'-44° KEHL DESIGN ASSOCIATES LLC residential & commercial design • consulting 11'-18" 7'-118" 40 44'-71- 2'-72" 9,_42n 1' 1 P0.Box 1675 phone: (631)433-9084 10 7'-42" 10' lo' Southold,New York 11911 E-Mail: ssbn654@opfonline,net Kehl Design Associates,LLC e formerly D A K Associates,LLC // �/•,/�//err/ JWNERSHIN & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented FIRST FLOOR WINDOWS therein, ore the property of D.A.K. ASSOCIATES, 5 ARE TO BE SET LLC. No part thereof shall be copied, disclosed to others or used in connection with any work q p �ti AT 6'-11" AFF E G I or project other than for which they have been 3 7" prepared without written consent. DECK NOTE: \ #2 CEDAR DECKING TOP OF DECKING IS TO BE A ti� ;o PROVIDE ",7 l0� MAXIMUM OF 16" ABOVE FINAL \2 titi 1 8 OUTSIDE �l l a a o GRADE. �� ./nj' AIR INTAKE per\ m 0 m y x x _N N x 1-3/4" x 9-1/2" LVL HEA ER / � I m U I CD �OQ� ��P J�\� l I 4" x 4" CCA POST C! Q 0 Q `p C J� /y IS TO BE SET OFF Q - o Q G' Ae 2452 2452 FRAMING DIMENSION x a L� \ti +9 0 3" SM BY 1/2" DUE TO 00 N 00 6' +�� , HOUSE SHEATHING N N x �VS�- H 2868 U40L L v �' ] 'I PROVIDE FLUSH HEARTH �F9 10 x8 Overhead Door C ti1 (VERIFY WITH OWNER) N 1 O 1- a" x 9-1 2" LVL $Icu I (3) 1-3/4" x 11-7/8" LVL I .IN 51n `D -I ��o FWG 60611 11'-2 01"_7�68 U40 -� in in 2 `D AW251 v Ln 2 123 4" x 9-1/2" LVL 1 (2) 1-3/4" x 9-1/2" LVL 1 ` -III FLUSH HEADER —IN ( ) }" L dr. (2)1j"x7j" LVL Hdr, I. 2 1 "x7 % I (3) 1-3/4" x 16" LVL FLUSH BEAM I = o 52" 10'-1 g' Above Subfloor I 7'_7• oa = 1 J JACUZZIO N 15'-10-" 51" I > OL I DRAIN I N 2 2 o J x WORK NO ES: N J Q DINETTE AREA o I TJI560 x 16" - 12 cc I CCD n r- O1 W N BATH CEILING JOISTS GREAT ROOM = 00 °a o I0 NOTE: N i ln� O NOTE: I 0 w 52 DENOTES PLUMBING I O O PROVIDE CATS IN WALLS x = ABOVE. OFFSET I I H f I 0 36", 54", 96" AFF I = "M, FLOOR JOISTS AS J DRAIN AJS 10 x 9'-1/2" - 16 Oc 9'-1-1/8' cY) > , rn FOR ALL UPPER AND rn �0 — — — — — — — — — — — CEILING JOISTS � > rl� LOWER CABINETS. � REQUIRED FOR U } J a rn v tU- PROVIDE 2x4 SOFFIT FOR I�W WASTE LINE a N o 10'-1 A" Above Subfloor O V) UPPER CABINETS - VERIFY o 0 II II \W 00 MASTER BEDROOM I O N p FINAL LAYOUT PRIOR TO N p 0 T Div O I r FABRICATION. � N a_ I 0 /�a �� N ,,D o i 0 In z I C E I CD _u c x p -IN a'wX a: N W x JEij J I O " 32" .,i/1 ('� 5 UF71B (A B m j I j � (3) -3/4" x 16" LVL FLUSH BEAM Y \_J x I rn ^ o [:: ] z N MUD ROOM r� r%j v _ 52" 10'-1A" Above Subfloor v 51" N S/D TJI5CE x G I 12 oc = N 18 -1" 10 2 CN CEILING JOISTS yJ o F- KITCHEN N ^ 00 N (3) -3/4" x 11-7/8" LVL Flush Beam co '( —31" s2" 21 CAR GARAGE N "' x 20'-31n4 x 1 n sx' ~ 3'-82' 10'-8" 3'-82" 52° ()IV 2 S/D �✓ I,,'a o - - 1 I - 51 31 n — — — — Ln -+IN �KU "•-IN M 2 '_32n 2 1 FL H x EA 1 2" LVL (3) 1-3/4" x 11-7/8" LVL HEAD R — M O (% r. O (3) 1-3/4" x 16" LVL FLUSH BEAM 10" DIA. HB&G (2) 1-3/4" x 9-1/2" I CD U'7N PERMACAST COLUMNS LVL HDR. I. 5,_31" I, 0 17 Hr Fire R1ted e ` ` EEN% OV UNOBSTRUCTED ' ///--- 2 „ Steel Doc no DWI CLOSET o ( (SMOOTH) S/Di1 6 Assembly l N aS/D N S/D _ TO BASEMENT FOR oo 1 M O 0 AC RETURN DN ( Y (3) 1-3/4" x 16" LVL FLUSH BEAM rl� 2668 'SIN r-� -40-1 N Self-closing inges PROJECT: M 5068 DBL DOOR I fn — — — — — — — — — — — — — - - - - - - - - - - - - - - -711 O DRAIN 2668 U40 i POCKET DOOR LUM ING WALL r r NI ABOVE Rl z ` (2) 1-3/4" x 9-1/2" Kv �IRJ I I I 0 LVL HDR. SHOW R " �" I I I 52 s o PLUMBING WALL 1n > co Ul 14 -4 5 TJIS 0 x 16" - 12 oc f 1Aham I whu" L=# %IX 3'-1-" 3 J a cn p CL. 31 n O F O DRAIN CEILING J ISTS AIR CONDITIONING 2 2 I- N 2 cn ABOV Ln UNIT LOCATION. PL ING cv o S/D `�'0 52n �;`U LAUNDRY � I I I I = t KI NOTE: -7w -52w 1 - 0" ~ FOYER 1 z coyr-2 1^ N ^I J f' ROOM 51 i (3) 1-3/4"I x 16" LVL(FLUSH BEAM PROVIDE BLOCKING FOR MASTER BATH _ 00 DINING ROOM N� " I I I X TOWEL BARS AND ACCESSORIES. ` N w �W W (2) 1-3/4" x 9-1/2" LVL CORNER OF VERIFY TOWEL BAR TIL r v r\ 1 o SIN " w 1 ; �� 2842 3"SM 2842 �,U i I NORTH SEA! DRIVE AND BATH ACCESSORY a I I N IT Ln LOCATIONS WITH OWNER. -� 4'- - / -101 = a x In rU ICU M CO x to_J x �— AND GREENVVAY WEST NOTE: � J N '. 3 1-3 4" x 11-7 8" LVL 3 1-3 4" x 11-7 8" LVL DENOTES PLUMBING ° to I 12'x8' Overhead Door 12'x8' Overhead Door ABOVE. OFFSET x �` �,� ' ORIENT, NY FLOOR JOISTS AS IT �rn N I co M I 1 1" 1" 1 SCTI�I#1000-15-01-25 03�InJ REQUIRED FOR N ; 1 R 32 14'-62 5�" G WASTE LINE v - 4 x 9-1 2 LVL (2)1j"x74" LVL Hdr. )1j"x7}" LVL Hdr. (2)1j"x7}" LVL Hdr. 2 1-3 4" x 9-1 2" LVL :DRAWING TITLE: N OTE: 3" SM N A21v (2) 1-3/4" x 9-1/2" LVL �z `uv A21v N 3" SM 3" SM 'IN DENOTES PLUMBING 2842 2842 1832 1 Tem 5468 U40 DBL DOOR cD a i ABOVE. OFFSET o p' OFFSET CEILING BEAMS IN FOYER ° 0 2852 2852 2852 FLOOR JOISTS AS FIRST FLOOR PROVIDE HURRICANE STRAPPING x Q TO PROVIDE CENTER LINE RECESSED x a IN ACCORDANCE WITH THE t= LIGHT (INTERIOR AND EXTERIOR) 'a = REQUIRED FOR 2020 RESIDENTIAL CODE 0" F " > BOX OUT PORCH HEADER TO COVER M> F WASTE LINE PROVIDE HURRICANE STRAPPING ; 1 J THE TOP OF THE COLUMNS. VIF J IN ACCORDANCE WITH THE < NEW YORK STATE PROVIDE SOLID BLOCKING 2020 RESIDENTIAL CODE OF N D -L) 1-3/4" x 9-1/2" N BENEATH ALL BEARING POINTS. NEW YORK STATE LVL HEADER ALL HEADERS ARE TO BE q p E SPECIFICATIONS O UFORTBROCKING `SET: ISSUED FOR: DATE: G (2)1%"X 9%" LVL UNLESS AT JOIST WEB. ALL HEADERS ARE TO BE OTHERWISE NOTED 12" DIA. HB&G PERMACAST 12" DIA. HB&G PERMACAST 2 1 q��X 9Y LVL UI'ILESS ' COLUMNS (SMOOTH) WOOD FRAMED PORCH COLUMNS (SMOOTH) ( ) AND STEPS OTHERWISE NOTED NOTE: PROVIDE FIRE BREAKS AS PER NOTE: PROVIDE FIRE BREAKS THE 2020 _8" 71 1-81 AS PER ;SEAL: DATE: RESIDENTIAL CODE OF 2" 1'-4" 1'-4" -4 2° THE 2020 MAY 05, 2022 NEW YORK STATE 13'-4" 19' 14' RESIDENTIAL CODE OF a PROJECT 05, NEW YORK STATE 1128-2022 DRAWN BY: 3'-104' _14n _112n -8 15'-104" 7'-72' /r��.1> (.; BDK .olCHECKED BY: 10 3' 6'-4" 7'-2' 7'-2" 8'-6" 15' SHEEI NUMBER: 3'-8" 32 t'L , Al 02 FIRST FLOOR PLAN NOTE 1) ALL HEADERS TO BE (2)14"x 9j" LVL HEADERS = Y PROVIDE SOLID BLOCKING UNLESS OTHERWISE NOTED DOB NUMBER: OF s BENEATH ALL BEARING POINTS. REFER TO MANUFACTURERS 2) PROVIDE IJ,,X117" LVL JOISTS BENEATH ALL SPECIFICATIONS FOR BLOCKING WALL RUNNING PARALLEL ABOVE AT JOIST WEB. 3' ?0158'-108 -9 -- 2'-34" 11'-04" 5'-616" 7'-108" 5'-616" 14'-1" 12'-58" 16' 16' '015'-93" 5'-21" 2' _O1" _O1, _87" 5,_41" 5,_41. 4 2 2 2 8 8 8 KEHL DESIGN ASSOCIATES LLc -72' 9'-42" residential & commercial design • consulting 7'-4 10 Ot 0' _ P0.Box 1675 phone: (631;433-9094 Southold,New York 11971 E-Mail: ssbn654Qoptonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC ;OWNERSHIP & USE OF DOCUMENTS: \ \ � 1 1 I I 1 I These drawings and specifications including the A [) �"" �• E I I G I ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, �J LLC. No part thereof shall be copied, disclosed C to others or used in connection with any work or project other than for which they have been x1 It prepared without written consent. � � I � 21 titi'~ � � ✓f\J ��r � � � I � � SdCOND FLOOR WINDOWS `ti T ARE TO BE SET iti,� Der° '� AT 6'-8-1/2" AFF of .---------- ---------- s � 0q +9�% 2 8-16" oc CEILING JOISTS C�y � ,'i \ r-- -------------------------�--- `� ------------------- HUNG FROM RIDGE @ 10'-6" a `' / `� ; Ln FWG 80611 l I SHED DORMER WALLS ' �� C 1 r)lv (2)1 "x9 LVL Hdr. • ARE TO BE BUILT �_ 4 I l ON (3) 2x8 RAFTERS O O O O O O O O -82' 11'- 16 ol M 7'-7 " lHgt. Wall i n I 7'-6" WALL 7'-6" WALL 1 o M '°Icv 3"SM 3„ „SM HIV in 2832 2832 8 2832 8 3 SM ^� M \ _ I -IN 2 -64" 52 1 AW281 v AW281 v 5-' — ; �� ( I 2 WORK NOTES: 2 2x8 HEADER r._IN ( ) j" J" l (2) 1 j"x 7J" LVL H r. `��+' I 2 1 x 7 LVL Hdr. 32" 4„ 51" O 0 0 00 0 0 O 51 u� 13'-61 52"-�cu 52" \� ^� 2 10'-64 52" �p �" i_ 4— 1 52, W _94, ^.Iv N Lo 31, I 18loe '-�4 0 � 11 U_ �//0 2 I I I 52" j rIN U-) ' WALK-IN l CLOSET SIN I u l " ° CLOSET -+IN \ l 3 "� o _ 1 T m MASTER 8 MIS in 3" GU ST BEDROOM I 8 cn ® ® ® ®® ® ® ® ® BEDROOM cn � ® "� SITTING Ld N2668 Poc. 2668 Poc. SIN B B Q o� ROOMZOFFICE Q SIN „ , r s 0 u (2) 14 x 7J" LVL Hdr. (2) 1 j"x 7d LVL Hdr. I i o v CD M� L_? U I I I Mill- 0 I oZ 1, �w L a0 M 52 52 J 18'-1" — 0 32" 32" (.0 " I I �N SITTING ROOM �' N = N N o S/DN (2) 1 Hdr. 3 6" `° 3 -4" cv -12 e Z I rNi ° _J 5'-51' 3' 4' 3'-6" mom • Under of CD 1 r,IN 5068DD ounte O S to l o � �31-2 32" I STEP Mir 2 1 „x 7 „ V r N M "� x 2668 iv o 2668 ( ) L L Hdr. 2 1 "x 7 " LVL H / I MASTER (BEDROOM L-------- " .IN ) 1 q"x 7 �" VL Hdr. 2x8-16" oc HUNG F OM RIDGE © 9'-1-1/8" 31„ 1 2668 Poc. !lN 2668 Poc. =IN 32 ; N all 24" x 24' a CEILING JOISTS 2 5 " � 32" x 32' (2) 1 j"x 74" LVL Hdr 4068 DBL DR 266 HV I I Attic 5068 DBL DOOR a 14'-4" 5 a 1 • t„ 0' RE i� S/p BALCONY (7 Access (� o 2 � (2) 1 x 7 " LVL H�r. 5�„ • N ( ) 1 „ 2 �„ 1„ -IN _4 CL. CL. .SIN =° CLOSET �Iv CLOSET - 1" EIN. WALK-IN � � 2668 � r IN VL r. L Hdr. (2) 14 x 74 LVL Hdr. c� l a �e/ lo = 5 -3" 10� l -I� �� 2668 2668 2668 00 r� T l Joy l N `INLIN. �I �a (2 1 „ 9 x 9'-94" ,_98> �IWC 3I1" • _ ; I ;PROJECT: I I to X -0 co • L r. 51. ^, I 13'-31 ,IN c l LUMBINGv J 52" 52. 2 �\`0/ I 2 O a m Aft M 0 MEW N J AN CD (2) 1 "x 74 LVL Hdr. ��1` 668 Poc. I 1, ' " 1„ MASTER B ITHR00 ' KHAD10% 4 -5" -74 CD � 3'-9- lo I 2'-01" 2 o AW281 3., M AW281 v � 10'-52" 18 - 4" ; ' 4 BATHROOM {#1 S D ° BATHROOM 2 ^in ~� © 7'-0 " H tl Wall M O I VUL TILE N • O OZn # 9 I2'-10"-�' l I — TILE — ,-6' 1" ° I 3 N _X)i 1 _ 52 O 51, " MIV 5 ° 51" ; r71V 7 5" M, mllq- _ CORNER OF ------------------- m 10 64 SIN 10'-62' �; i r ' 98" v ; NORTH SEA DRIVE e BEDROOM / DEN N �, I I I 3046 46 AND GREENWAY WEST 2 1 "x 71' LVL Hdr. (2) 14"x 71" LVL Hdr. 1 u�l L- ------------------------------------3'SM. 32" -- -I ---------------- -- ORIENT NY �lN 1 1 1 2832 2832 riv 2832 2832 MI�r 52 4'-62" 32 (�I� 3"SM IN 1 G SCTNI#1000 15-01-25 r In 7'-6" WALL 3"SM l ^ 2x8-16" oc HUNG FROM RIDGE @ 10'-6" 7'-6" WALL 1 iu CEILING JOISTS N -84` T V•) � 0 f. „ �r�0v PROVIDCCORDANCEEW THRAPPING , � � I � � I I DRAWING TITLE: i SHED DORME WALLS SHED D RMER WALLS I ' L-------- -------AK T4�€�PUl-LT —————— 13'-3" I I I 2020 RESIDENTIAL CODE OF ON (3) 2x8 RAFTERS 152" ON (3) x10 RAFTERS I (� d l I� C_-000 �/�'l C� NEW YORK STATE SECOND FLOOR PLAN 2 i F I 2 F 5-" o I �I Jl ALL HEADERS ARE TO BE AND ROOF PLAN 67 loe4 -62" r N (2)IY4"X 9y° LVL UNLESS I— OTHERWISE NOTED SET: ISSUED FOR: DATE: A21v (2) 1-3/4" x 9-1/2" LVL HDR A21v I I I I I I NOTE: PROVIDE FIRE BREAKS TWT30111 3"SM TWT30111 ( AS PER ( 3" SM Horizontal ((2)14"x 5J") LVL PROVIDE 2x4 FRAMED SOFFIT I THE 2020 3046 3"SM 3046 FROM 10 -6 CEILIING HEIGHT RESIDENTIAL CODE OF Vertical Mullion to be (2) 1 J"X 51" TO 9'-1 1/8" CE LING HEIGHT NEW YORK STATE Versa-Stud or Equal PROVIDE HURRICANE STRAPPING A D E IN ACCORDANCE WITH THE 2020 RESIDENTIAL (ODE OF zSEAL: DATE: NEW YORK STATE MAY 05, 2022 3 1" 1. 1" 1" lr 1" 3" 1" 1" PROJECT NO: 4" 5 -22 3'-32 22 22 3 -32 5 -22 5 -94 5 -48 S -48 16 16 ALL HEADERS ARE TO BE 1 1 28-2022 (2)Ij/"X 9i2` LVL UNLESS 3 1 i 7 7 i �._ DRAWN BY: OTHERWISE NOTED 2'-34" 11'-04" 19' 11'-04" -114" -98" -9�" J. O`W. CHECKED BY: 3' 46'-4' 14'-4" 32' NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 e� � • 1� `HEE I NUMLsLK: RESIDENTIAL CODE OF NCPJ YORK STATE SECOND FLOOR PLAN NOTE. 1) ALL HEADERS TO BE (2)1j"x 9�" LVL HEADERS \\;` ^. r%1 03 UNLESS OTHERWISE NOTED © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization 2 PROVIDE 2 1 "X11 " LVL JOISTS BENEATH ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT uoEj NUMBER: of O � � of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building � WALL RUNNING PARALLEL ABOVE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction, PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. �4W," © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ;BM M !/ _ WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE I _ IIII I_ ,� - -------- PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. �� -KEHL DESIGN ASSOCIATES LLc residential 8, commercial design • consulting 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 P0.Box 1675 phone: �631)433-9084 agencies prior to construction. Soufhold,NewYork 11971 E-Mail: ssbn654@optonline.net LI_II III IIII II 11 11JJJL!1llW ! J I II II II II IIIII J l ILL p 11L I LL11 L LiI lI LI_LL ii d LILLL LLLLL1LLLLLL11 L �J1IIIIIIIIIIIIIIILJLLLLLJll1 LL11111JLLllLuI w LL U11 111 1 III LJ L LI L LuJ L I�W r Kehl Design Associates,LLC a formerly D A K Associates,LLC ltutm1-LJ1-Lt-UJLt 1_U 1 LL1LL II I LLB— 1L U JIll� L� L1J ILJL�f I�I�J III I��I 1 1 J 1 LtIl1L 11I IIIIIII IIII II Ii II IIIII IIIJ III {OWNERSHIP & USE of DOCUMENIS: WJJ LLJ L11 L IIIII 11 LI L I IIII ; ICI 1��1 II III. These drawings and specifications including the ��I I I J�11J IJJ LLU_J I III Ll �LL_f I ��I I ��I I i I I I I 1 IIII I II 11 f II II II I II II I II II I II IIII ideas, design and arrangements represented _' �Lu J1 IIII it therein, are the property of D.A.K. ASSOCIATES, LtLu LLC. No part thereof shall be copied, disclosed to others or used in connection with any work IIII II tIL�IJJ111�LLLLJ111�J11111 11 III I_ 1 or project other than for which they have been II III I _ prepared without written consent. I I ! I 1 I JJlII I III IJ LJ I I t1 LJ I I I -� I iLLILLIJIL I I JL L '-I! -_ � - 1J tJ Il JLJ J LJ llJJ11 iL LLUIU—LLLLLI LLU L IIII III III W LLLL1._11.1I Llll i1 L LI IL 111 (ULl L t l I_ I t l ll11JJLLLII_I I LLLL - 1 IJJLL LLL I l l IJ1JL111jJL ll: llllLll 11_I1.1I L IIII L �L I�LI11L111111� 111 IIIII LL 1Ll_1.1LLL11JllLi 1LI L1 LJJ J LJJ L LI1� J�1J L ul L Ju� �11J11J Ill I �L LI I I L I t L—� � U W 1l 1 11 LJ W L ll l�LJ L' tl I it J J LJJ L1 LIl LI Ll l l l W I IIIII LJ L11 L I I I LI L11 LL Lll L I 1 11 11 1 IJIJL J iLL III LW f LLL till_: JLl J-iJ J WJ1 -LLJ I 1 11 1 ILJ1LtJLL11 u LJ I I ICI 11 1 IJ1�Ull L1J 1 II IIII 11 IIII 11 1 11 L �ll W 11 LL1111 LI1 J L1J-1 x J L111L 1 i1 LLB L WI1LI I 1 11 11 L 11 L 11 I 1 I I I 1 1 iv Y J 11 I I 1 L s 1Jll1 LJl JL L 11 1 LLI LI I U 11 1 L L LL L_L LI IIII 1 L1 v 1 �1W Jll I II I I I T 1LIL L tl L1111L 1 dLtEll J ILLL1ll El11LILLL III WORK NOTES: ALJ-1 L_LLl UL -LLLL] LlJ ®a J LLLL L 1L1.11L 1.1L L l liL 1LLl_IL1! ��1 ll � l ul Lu l FRONT ELEVAT I ON R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 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 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 PROJECT: THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) A N T 0 IN,! I D I 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) E S I D E C" E 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) CORNER OF NORTH SEA DRIVE JL II IJ I t1JLUJuL f AND GREENWAY WEST ILLILI Lill I �� I l! ! iLJLLI LI II I I I II I I I I I - Illl IIII 11 11 11 II 11 11 11 1 I I � I \ l��U I�1 11 I I II J ORIENT, NY II L LL1LJ LI L 1J LJ L1J I LJJ I U I L LLALL SCTM#1000-15-01-25 IJ II ILIA 1111111 / t l I I I�I II ILI U��, -�;�� 11 JJ11�11L1�LL1JLllll IIIA LLLLLL ;DRAWING TITLE: SECOND FLOOR PLAN t1 J J I LJ IJ L ll1J ll I L 11 III I L Y J�LL> - 1 I_ LIULLLILUJ AND ROOF PLAN liL11_L ! 11�Lu LL ! llLlLllLull -LJ Jut u11�1 IIII11 ED lUl I1 loll � JL I }SET: ISSUED FOR: DATE: ! I IL, ��1 LLJ llI IL ILL ' ! I YLL 11 LL1 11J U LL LI �LI ll l -LLL_l 11LJ L \ \ 111LI l� ��11�L1LILWLIL�W I I L id II I I I u I I I I I IJ LJ I I IIIIIII I I SEAL: DATE: L-LLLL III J1J1 a iiLdLiLL1 ALL J MAY 05, 2022 LLLJLLLJI II II II Ll u a fIL 1 II 11 itL L 1 PROJECT NO: 11�� IIIII IJ 111_I L111L1iL1 111 1 U I i LI IJ_ u uJ111L_I-� 11LL111L L II 1 128-2022 F= I I I � JL! I ! 111 1 II IIII II DRAWN BY: Lill JLJ LLI I L1L1i �,'- J III IIII II L IUI �I J L1 II IIIH H I I 1 S� r w CHECK 1 I I IUI I I IIII I I ICI IIII -I -L , �,4, J. CHECKED BY: LL _l LLL�ll111 ° �L L 1J J.L I.did] d---LW I_1L11_.LIL11 L LL _L_.LLLLILJ L11JL ! LLJJLI I i JJ 1 L L LJJJ I' _L�1L 11LLLJLJ_ o LJ L� L IIII ILJ I Lid � ` '' ^I 'H E E I NUMBER: �Jllll1U1 1L1_U_Li _'IL!1 JJ�JJ1 JJ 111 0 0 11 :1 _ L_lll_L' L1 -11 J L1J L 1LJ J E LL�L l >�� O :.. T II IIII LL�. I�J1�L LL1 L 1 1.?C;/3 k,,' r'"_-� A� 1 \i JOB NUMBER: Oi REAR ELEVATION Lij KOHL DESIGN ASSOCIATES,�.c residential & commercial design • consulting P0.Boz 1675 phone: (631�433-9084 Southold,New York 11971 E-Mail: ssbn654C'optonline.net 1 1 I I Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP USE OF DOCUMENTS: 11 E These drawings and specifications including the LI J I ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or proaect other than for which they have been prepared without written consent. I�L111111 l I II IIIIII LI - s u It _ It IIII ILILI_I IUiLL�L I x - - IIII III i I 1 11 1111 11 IL fl 1 -;WORK NOTES: I III ILI Lit EIJ L I' III it IN it III 1 111111111111 11 111 11 111 It 111 11 iL 1 LEFT ELEVATION :i l J11L�1 IIIIII IIIIII � I II l L11II II L�tL PROJECT: �I II IIIIII II ILELLll II Illl II 111 1 1LL��llL1L ll1J11��1 IIIIII ll L11 LILU1LU11111_LLl1 1 0 HE I A[2)" 1 S" AN' 1_111JII <) uIItJIIIILIIILIIIII �IIILIIIIIIIIIII_I ILIA IIIIII IIIIII NL Ill Ili Jill 11 1 1 11 11 11 1 11 HIII Hill 111111 Ill I Ill I Ill 11 L�L1LJ l._ I >� _ R E Sa I EDO E P Co E ll IIIIII III Inlll hull cull IIIIII IIIIII 111111 -Z !� Ll LI CORNER OF -Lull LiLiI NORTH SEA DRIVE J � AND GREENWAY WEST f ORIENT, NY III IIIIII IIIIII lu1 SCTM#1000-15-01-25 L I II III W ' LU 1 11LWllLl1 I - ® ® I lllJ�1�11� ;DRAWING 1 I1 LE: I III � I II I I LI II � I1-1]_1-LLT-dL-LL -1LLLI.-11 1111 LIU 111LI II ll II IIII II LI LULLULI IIL I L II L II III IIIIII 111JJ1 I I , LLLLLLL I LiL III iULUU L SECOND FLOOR PLAN AND ROOF PLAN 11 Will I LL-ELI I u I I I I I I I�I Li�J1LL I ��Lul 11 u LLLLU u -SET: ISSUED FOR: DATE: tiLi I�I I I I I�� I I L_I I_I I I�L�L I�I I I�I I I I�L I I II I I I I�I I_I I I LN LJ I I I I III IIIIII IIIIII III.L11�1 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 1J IIII II IJ II I IIIIIILIIIIIIIIILIIILIIII LllWl_IILIIILIIII II1 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE L IIIIII II IJ LiI CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, IL III L II II IIIIII I� ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS LLJ SEAL: DATE: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1 u l u u 1 II II IIIIII II LLLJJJIiJ IIII IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM Li III II IIII II II III IIIIII IIIIII LLI II IIII MAY 05, 2022 THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING _ _ PROJECT NO: �1�L�LLl ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 1 12 8—2 02 2III III LI II III ' __ PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF DRAWN BY: III l L1J IU LJJ LLJ II L LI Y ll ,;- THIS SECTION. 1 L1LL11 II IL fl I ILL IL L Lv III�L ICI ILII ILL It IIII ILI L LLI ILLL S'��.1 �• �� '\` CHECKED BY: R301.1.1 ALTERNATE PROVISIONS �U AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND 5HEL1 NUMBER: 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. A202 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) RIGHT ELEVATION 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization -' PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT Dou NUMBER: of FOR ONE—AND TWO FAMILY DWELLINGS (AISI-5230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 5 3) ICC STANDARDS ON THE DESIGN ,AND CONSTRUCTION OF LOG STRUCTURES (ICC400) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. %. .r'' Ld ILI]I LJL11 rII ILE LE, 14"X11 g LVL RIDGE 12 2x10 RIDGE 12 .i� -- -�--- t �r � ��l�...", 10 2x4-16" oc 10 2x4-32" oc x4 POSTS KEHL DESIGN ASSOCIATES tIC 3/8" BOLTS residential & commercial design • consulting 2x6 / 2X474ze ARCHITECTURAL GRADE ROOF SHINGLE STRONG BACK 17 ICE & WATERSHEILD 5 " CDX EXT. ROOF SHEATHING G�PF�� R 4 INSULA ON P0.Box 1675 phone: 1631�433-9084 3/8" BOLTS 2 8-16" oc ° x6/2x4 Southold,New York 11971 E-Mail: ssbn654@opfonline.net ARCHITECTURAL GRADE ROOF SHINGLE 2x10-16" oc RAFTERS o' STRONG BACK ICE & WATERSHEILD 'L ZR-30 S666MM 2x8 16" oc Kehl Design Associates,LLC o formerly D A K Associates,LLC CDX EXT, ROOF SHEATHING UNPAGED INSULATION 2x12 LEDGER / HOUSE BEAM R-30 2x10-16" oc RAFTER BEDROOM CLOSET UNFACED OWNERSHIP & USE OF DOCUMENTS: ARCHITECTURAL GRADE ROOF SHINGLE INSULATION -�100 4" CDX Plywood These drawings specifications including the I ICE & WATERSHEILD 8" FASCIA R-44 INSULATION 9 P g PROVIDE FIRE BLOCKING ideas, design and arrangements represented R-44 INSULATION a� R-44 INSULATION " CDX EXT. ROOF SHEATHING 12 VENTED SOFFIT (SEE DETAIL) therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed R-21 INSULATION 2x10-16" oc RAFTER WINDOW HDR HEIGHT IN MEDIA ROOM (11, Plywood Filler to others or used in connection with any work EMEDIA ; I or project other than for which they have been DOUBLE 2x6 PLATE "x11j" LVL Beams MA TER prepared without written consent. q' CDX SUB FLOOR - , 4 2x6-16" oc WALL STUDS _co ROOM BED OOM J"CDX SHEATHING M 8" FASCIA o�! t SIT ING TJ1230 x 9-1/2' - 12 oc BLUESKIN HOUSEWRAP 14"x92" LVL Beams ROOM OFFICE 8" FASCIA 12 VENTED SOFFIT (SEE DETAIL) 18" NU CEDAR SIDING (6" EXP) - R-21 INSULATION DOUBLE 2x6 PLATE 3 1-3/4" x 9-1/2" LVL FIRE BLOCKING CDX Plywood E 12 VENTED SOFFIT (SEE DETAIL) ZZR-30 2x6-16" oc WALL STUDS FLUSH HEADERDOUBLE 2x6 PLATE R-30CDX SUB FLOOR T INSULATION s 2 OSB SHEATHING r x6-16" or_ WALL STUDS INSULATION �" 2x6- SHEATHING MASTER BATHROOM BLUESKIN HOUSEWRAP R-21 INSULATION 4" CDX SUB FLOOR See Bea m Above Raised FI r Platforms Ex.. 18" NU CEDAR SIDING (6" EXP) BLUESKIN HOUSEWRAP R-21 INSULATION '`ico FIRE BLOCKING _ MASTER BEDROOM 4" CDX SUB FLOOR TJ1560 x 119" - 12" ocNWM 18" NU CEDAR SIDING (6" EXP) MASTER BEDROOM WI CLOSET PROVIDE FIRE BLOCKING 2x4 PLATE FIRE BLOCKING - ( TJ1230 x 9-1/2" - 12" oc M 2x6 PLATE " CDX SUB FLOOR R-30 INSULATION ' 4" CDX SUB FLOOR R-21 INSULATION _ l; 1-1/8" FIBERSTRONG RIM BOARD - E�= KITCHEN 1-1/8" FIBERSTRONG RIM BOARD TJ1560 x 11-7/8" - 16" oc co � (AS PER MPG. SPECS.) GREAT ROOM -100 o :;WORK N01 LS: _ (AS PER MFG. SPECS.) o (4)1-3/4 x 921" TERMITE SHIELD - SILL SEAL .s U- 2x6 CCA SILL LVL GIRDER R-19 INSULATION TERMITE SHIELD - SILL SEAL 2x6 PLATE ®®� R-30 INSULATION R-30 INSULATION "x18" ANCHOR BOLTS MAX. 32"oc. t J%18" ANCHOR BOLTS MAX. 32"oc. BASEMENT CDX SUB FLOOR t #5 VERTICAL REBAR 4'-0"oc. t #5 VERTICAL REBAR 4'-0'oc. 4" BOX TUBE STEEL COL. m 1-1/8" FIBERSTRONG RIM BOARD W 12"X12"X " BASE PLATE C) / AJS 10 x 11-7/8" - 16 oc AND 7"x8"xj" TOP PLATE (2)#5 HORIZONTAL REBAR 36"oc. (AS PER MFG. SPECS.) (2)1-3/4 x 9 " LVL GIRDER DAMP PROOFING(2)#5 HORIZONTAL REBAR 36"oc. LAGGED TO GIRDER 2x6 CCA SILL ON TERMITE SHIELD - SILL SEAL DAMP PROOFING 3'-6" x 3'-6" x 1'-0" R-30 INSULATION t 4" PC SLAB CONCRETE FOOTING W/ 10" P. C. FOUNDATION WALL 10" P. C. FOUNDATION WALL (5)#5 REBAR E.W. 2x4 KEY WAY g"x18" ANCHOR BOLTS MAX. 32"oc. BASEMENT 2x4 KEY WAY 24" x 10' CONCRETE FOOTING 24" x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) #5 VERTICAL REBAR 4'-0"oc. p, WITH (4)#5 REBAR L.W. AND #5 3'-0" BELOW FINAL GRADE. (TYP.) REBAR S.W. AT 2'oc. 4" BOX TUBE STEEL COL. WITH (4)#5 REBAR L.W. AND #5 R REBAR S.W. AT 2'oc. CROSS SECTION U (2)#5 HORIZONTAL REBAR 36"oc. W/ 12"X12"XA" BASE PLATE " CROSS SECTION A x AND 7x8" T TOP PLATE LAGGED GIRDER DAMP PROOFING ON 4" PC SLAB 2'-0" x 2'-0" x 1'-0" 10" P. C. FOUNDATION WALL CONCRETE FOOTING W/ (4)#5 REBAR E.W. 14"X11 9" LVL RIDGE 12 12 24" x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) 25 YR. ARCHITECTURAL GRADE ROOF SHINGLE 5+/- 2x4-32" oc 5+/- WITH (4)#5 REBAR L.W. AND #5 15# FELT 2x6 / 2X4 3/8" BOLTS REBAR S.W. AT 2'oc. CROSS SECTION PROJECT: STRONG BACK C " CDX EXT. ROOF SHEATHING 2x10-16" oc RAFTERSANTOMIA" DN" 2x8-16' oc 8" FASCIA R-42 R-42RE I4 ZR-30 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE INSULATIO INSUE H C"' LATION UNFACED DOUBLE 2 x 6 TOP PLATE 8" VENTED SOFFIT (SEE DETAIL) �m INSULATION (3) 1-3/4" x 9-1/2" LVL HEADER R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE BEDROOM CLOSET SINGLE 2 x 6 BOTTOM PLATE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, CORNER OF HURRICANE CLIP I ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROVIDE FIRE BLOCKING c i o PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES NORTH SEA DRIVE IN ACCORDANCE THIS CODE SHALL RESULT IN A R-42 INSULATION THAT PROVIDES A WITH COMPLETE PROVISIONS LOAD PATHFTHAT MEETS THE REQUIREMENTS FORSYSTEM THE ' AND GREENWAY WEST (2) 1-3/4" x 9-1/2" LVL HDR 12 rl`D r, NOTE: (3) 2x10 RAFTER ON EACH SIDE R-21 INSULATION 10 Ln •� TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ORIENT NY o_ ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS OF SHED DORMER SUPPORTING PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF GIRDER R- INSULATI N " CDX SUB FLOOR THIS SECTION. SCTM#1000-15-01-25 TJ1230 x 9-1 2 - 12 oc CD vilao R301.1.1 ALTERNATE PROVISIONS TDRAWING TITLE: 8" FASCIA mi" AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING I STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND 12 VENTED SOFFIT (SEE DETAIL) iv THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SECOND FLOOR PLAN DOUBLE 2>:6 PLATE ZR-30SULATION INSULATIONC'I7 NEW YORK THESE ASTATE. THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF AND ROOF PLAN 2x4-16" oc WALL STUDS PROVIDE HURRICANE STRAPPING i " CDX SHEATHING MASTER BATHROOM m IN ACCORDANCE WITH THE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 15" FELT R-21 INSULATION -Ib 2020 RESIDENTIAL CODE OF _ OUBILE 2 x 6 TOP PLATE 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD 18" NU CEDAR SIDING (6" EXP) — MASTER BEDROOM I WI CLOSET PROVIDE FIRE BLOCKING (3) 1-3/4" x 9-1/2" LVL HEADER NEW YORK STATE FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) :SET: ISSUED FOR: DATE: FIRE BLOC<ING - a SINGLE 2 x 6 BOTTOM PLATE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 2x6 PLATE ALL HEADERS ARE TO BE �10D (2)1)/4'X 9Y2" LVL UNLESS " CDX SUB FLOOR i. CDOTHERWISE NOTED r. ao 1-1/8" FIBERSTRONG RIM BOARD - 5 NOTE. PROVIDE FIRE BREAKS (AS PER MFG. SPECS.) TJ1560 x 11-7/8" - 16" oc THE 2020 SSEAL: DATE: 2x6 CCA SILL (4)14"x 91" RESIDENTIAL CODE OF MAY 05, 2022 LVL GIRDER NEW YORK STATE TERMITE SHIELD - SILL SEAL PROJECT N0: R-30 INSULATION R-30 INSULATION 1 128-2022 _ "x18" ANCHOR BOLTS MAX. 32" oc BASEMENT _n DRAWN BY: #5 VERTICAL REBAR 4'-0"oc. �� ,{ � �L,�, J• , , CHECKED BY: 4" BOX TUBE STEEL COL. m W/ 12"X12"Xj" BASE PLATE AND 7"x8%j" TOP PLATE LLl NUMBER: LAGGED TO GIRDER (2)#5 HORIZONTAL REBAR 36"oc. ` O 4 DAMP PROOFING 3'-6" x 3'-6" x l'-0" � " PC SLAB CONCRETE FOOTING W/ •� , ate.. (5)#5 REBAR E.W. 10" P.C. FOUNDATION WALL DETAIL � + t-�.•^. GREAT ROOM WALL TA © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization 2x4 KEY WAY PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT uuH NUMBER: uF _._ SCALE: 1/4" = 1'-0" WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 24" x 10" CONCRETE FOOTING Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 3'—O" BELOW FINAL GRADE. (TYP.) KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. 1 WITH (4)#5 REBAR L.W. AND #5 CROSS SECTION D PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. REBAR S.V✓. AT 2'oc. 777 12 1 "X11g' LVL RIDGE 12 KEHL DESIGN ASSOCIATES ILC PROVIDE HURRICANE STRAPPING residential & commercial design • consulting ARCHITECTURAL GRADE ROOF SHINGLE 5 +/- 5 +/- IN ACCORDANCE WITH THE 2x4-32" oc 2020 RESIDENTIAL CODE OF ICE & WATERSHEILD 2x6 / 2X4 3/8" BOLTS NEW YORK STATE P0,Box 1675 hone: 631 433 9084 STRONG BACK p " CDX EXT. ROOF SHEATHING ALL HEADERS ARE TO BE 14"X11J" LVL RIDGE 12 Southold,New York 11971 E-Mall: Ssbn654@opfonllne.net 2x10-16" oc RAFTERS (2)1%"X 9%" LVL UNLESS �10 ° ° 2x8-16" oC OTHERWISE NOTED R-42 INSULATION Kehl Design Associates,LLC o formerly D A K Associates,LLC 8" FASCIA R-42 R_42 NOTE: PROVIDE FIRE BREAKS ARCHITECTURAL GRADE ROOF SHINGLE `OWNERSHIP & USE OF DOCUMENTS: INSULATI ZR-30 AS PER g These drawings and specifications including the RIGID ICE & WATERSHEILD �` g 8" VENTED SOFFIT (SEE DETAIL) I UNFACED THE 2020 F�� ideas, design and arrangements represented INSULATION �P g 9 P o03 INSULATION RESIDENTIAL CODE OF CDX EXT. ROOF SHEATHING o „ therein, are the property of D.A.K. ASSOCIATES, CLOSET NEW YORK STATE 2x4-32" oc 3/8 BOLTS HURRICANE CLIP � BEDROOM 12 ,6 RIDGE POSTS LLC. No part thereof shall be copied, disclosed 10 2x10-16" oc RAFTERS ti+6r STRONG BACK to others or used in connection with any work R-42 a or project other than for which they have been INSULATION —"1T prepared without written consent. I 1'(2) 1-3/4" x 9-1/2" LVL HDR in NOTE: (3) 2x10 RAFTER ON EACH SIDE R-13 INSULATION 2x8-16" oc R-30 OF SHED DORMER SUPPORTING 8" FASCIA UNFACED GIRDER INSULATION 12 VENTED SOFFIT (SEE DETAIL) R-30 DOUBLE 2x4 PLATE UNFACED TJ1230 x 9-1 2 - 12 oc TJ1230 x 9-1 2" - 12" oc INSULATION 8" FASCIA 2x6-16" oc WALL STUDS BEDROOM STUDY J"CDX SHEATHING ID DOUBLE 2x6 PLATE 12 VENTED SOFFIT (SEE DETAIL) R-30 R r -30 BLUESKIN HOUSEWRAP R-21 0 'too 2x6-15" oc WALL STUDS INSULATION INSULATION 18" NU CEDAR SIDING (6" EXP) - INSULATION 1 - "CDX SHEATHING FIRE BLOCKING 11'-12" � � BLUESKIN HOUSEWRAP R-21 INSULATION °:Ico KITCHEN DINETTE AREA 18" NU CEDAR SIDING (6" EXP) DEN MEDIA ROOM Q, PROVIDE FIRE BLOCKING 2x6 PLATE " CDX SUB FLOOR FIRE BLOCKING ----\ 2x6 PLATE 8" FIBERSTRONG RIM BOARD WORK NIOiES: 4" CDX SUB FLOOR 1-1/ - JI230 x 9-1 2 - oc (AS PER MFG. SPECS.) 1-1/8" FIBERSTRONG RIM BOARD(AS PER MFG. SPECS.) /TJ1560 x 11-7/8" - 16" oc TJI230 x 9-1 2' - 12" oc 2x6 CCA SILL (4)1-3/4 x 9�" TERMITE SHIELD - SILL SEAL LVL GIRDER R-30 INSULATION R-30 INSULATION co "x18" ANCHOR BOLTS MAX. 32" oc BASEMENT CF —Ins BASEMENT 5/4" x 6" TREX DECKING a� I o 4" BOX TUBE STEEL COL. W/ 12"X12"XJ" BASE PLATE AND 7"x8"xi" TOP PLATE DAMP PROOFING LAGGED TO GIRDER 2x6-16 oc CCA 4" PC SLAB ON 10" P.C. FOUNDATION WALL 3'-6" x 3'-6" x 1'-0" CONCRETE FOOTING W/ 2x4 KEY WAY (5)#5 REBAR E.W. (3) 2x8 GIRDER — CCA 2x2 LEDGER — CCA 24" x 10" CONCRETE FOOTING ANCHOR BOLTS 3'-0" BELOW FINAL GRADE. (TYP.) c WITH S.W. REBAR L.W. AND #5 CROSS SECTION E REBAR S.W AT 2'oc. NOTE: HEIGHT OF FRONT PORCH FOUNDATION PIERS ARE TO BE 7-1/2" LOWER THAN HOUSE FOUNDATION PROJECT: A N 0 K!, CROSS SECTION F %,#- I D E� L�._u CORNER OF R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE NORTH SEA DRIVE E R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE _ AND GREENWAY WEST TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS ORIENT, NY PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM SCTM#1000-15-01-25 THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE PROVIDE HURRICANE STRAPPING TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING DRAWING TITLE: IN ACCORDANCE WITH THE ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 2020 RESIDENTIAL OF PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF NEW PORK STATE AT[ THIS SECTION. SECOND FLOOR PLAN ALL HEADERS ARE T) BE R301.1.1 ALTERNATE PROVISIONS AND ROOF PLAN AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING (2)13/"X 9Y" LVL UNLESS STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND OTHERWISE NOTED THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF SET: ISSUED FOR: DATE: NOTE: PROVIDE FIRE BREAKS NEW YORK STATE. '1 AS PER 1) AWC WOOD FRAMED CONSTRUCTION MANUAL WFCM) THE 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD RESIDENTIALL CODE OF O AISI-S230 FOR ONE-AND TWO FAMILY DWELLINGS MEW YORK STATE ( ) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) j SEAL: DATE: MAY 05, 2022 PROJECT NO: 1128-2022 DRAWN BY: s+ CHECKED BY: '�HEEI NUMBLR: 30/. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization = a DUB NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ARCHITECTURAL GRADE ROOF SHINGLE 1 J"X11g" LVL RIDGE j:lj ,•%,/%/•l��/< "' %; ,';.;; , ,,.. /; ICE & WATERSHEILD PROVIDE HURRICANE STRAPPING R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE IG,/ J" CDX EXT. ROOF SHEATHING —� - 2x6-16 c IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE 2x10-16" oc RAFTER R-42 NEW YORK STATE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, INSULATION ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS 2 S,DESIGN I N A PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES S ASSOCIATES LLC R-30 ALL HEADERS ARE TO BE IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM 1SULATION UNFACED (2)1 a"X 9Y" LVL UNLESS THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE D VENTED SOFFIT (SEE DETAIL) residential 8 commercial design . consulting INSULATION OTHERWISE NOTED TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING DOUBLE 2x6 PLATE ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 2x6-16" oc WALL STUDS WALK-IN PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF PO.Box1675 phone: �631 J 433-9084 WALK-IN SITTING ROOM 3,_014" NOTE: PROVIDE FIRE BREAKS THIS SECTION, ARCHITECTURAL GRADE ROOF SHINGLE CLOSET CLOSET cie AS PER Southold,New York 11971 E-Mail: ssbn654goptonline.net THE 2020 R301.1.1 ALTERNATE PROVISIONS ICE & WATERSHEILD I I RESIDENTIAL CODE OF AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING Kehl Design Associates,LLC a formerly D A K Associates.LLC CDX EXT. ROOF SHEATHING R-21 INSULATIO u� R-21 INSULATION NEW YORK STATE STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND -�'��J/��%9-�•.�-•��7�ry>r��iii�-�-/;,yiii:-;��-�;y--.-->�»,rir./.T��-,, 12 THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH OWNERSHIP & USE OF DOCUMENTS: 2x10-16" oc RAFTERS 10 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. These drawings and specifications including the 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) therein, are the property of D.A.K. ASSOCIATES, 8" FASCIA ideas, design and arrangements represented 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD LLC. No part thereof shall be copied, disclosed 12 VENTED SOFFIT (SEE DETAIL) FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) to others or used in connection with any work DOUBLE 2x6 PLATE /R-30 R-30 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) or project other than for which they have been 2x6-16" oc WALL STUDS INSULATION INSULATION prepared without written consent. " CDX SHEATHING e BLUESKIN HOUSEWRAP R-21 INSULATION x 18" NU CEDAR SIDING (6" EXP) MUDROOM CL. LAUNDRY SHOWER BATH R-21 INSULATION FIRE BLOCKING - ROOM 2x6 PLATE " CDX SUB FLOOR r 1-1/8" FIBERSTRONG RIM BOARD TJ1560 x 11-7/8" - 16" oc (AS PER MFG. SPECS.) 2x6 CCA SILL (4)1-3/4 x 92' TERMITE SHIELD - SILL SEAL LVL GIRDER 8"x18" ANCHOR BOLTS MAX. 32" oc 3" R-30 INSULATION 8'-54 #5 VERTICAL REBAR 4'-0"oc. BASEMENT o�N WORK NOILS: I o 4" BOX TUBE STEEL COL. (2)#5 HORIZONTAL REBAR 36"oc. W/ 7"X12"Xg" BASE PLATE AND 7%8"xi" TOP PLATE i DAMP PROOFING LAGGED TO GIRDER ON 4" PC SLAB _3 3'-6" x 3'-6" x 1'-0" �3 04" 8" P. C. FOUNDATION WALL CONCRETE FOOTING W/ 2x4 KEY WAY (5)#5 REBAR E.W. it 24" x 10" CONCRETE FOOTING - > 3'-0" BELOW FINAL GRADE. (TYP.) GOLF PIT c WITH (4)#5 REBAR L.W. AND #5 ol REBAR S.W. AT 2'oc. 14' Sk 4"l' JZ'-47' JI'-4J' CROSS SECTION G ARCHITECTURAL GRADE ROOF SHINGLE E2EN CANESTRAPPING ICE & WATERSHEILD R-42 INSULATION R-42 INSULATION ANCE WITH THE TIAL CODE OFCDX EXT. ROOF SHEATHINGORK STATE (2)1-3/4 x 9i" LVL HEADER J 2x10-16" oc RAFTERS � EAP'FA :RS ARE TO BER-42 INSULATION R-42 INSULATION Y" LVL UNLESS - - WISE NOTED 12 PROJECT: R-30 �— R-30 10� UNPAGED V Z_ UNPAGED < P" H 0 KI I A"' U034 NOTE: PRCVIDE FIRE BREAKS INSULATION �l� 12 INSULATION 1 AS PER r. THE 2020 MASTER WC BATHROOM10� 3'-O 6 RESIDENTIAL CODE OF R-42 INSULATION TILE rum �� NEW YORK STATE SHOWER 3' a i -0�3 " ~� v "n RD �Low i x-,.j E cur�� MASTER BEDROOM r'N I CD C� N R-21 INSULATION CLOSET CLOSET a" DX SUB FLOOR '-04 R-42 INSULATION CORNER OF 12 �" CDX Sue FLOOR R-42 INSULATION ] J NORTH SEA DRIVE -74" �10 R-21 INSULATION AND GREENWAY INVEST TJ1560 x 16 - 12" oc mr4mTJ1560 x 16" - 12" oc 8" FASCIA TJ1560 x 16" - 12" oc TJ1560 x 16" - 12" oc ORIENT, NY R-30 INSULATION J R-30 INSULATION R-30 INSULATION R-30 INSULATION 12 VENTED SOFFIT (SEE DETAIL) SCTM#1000-15-01-25 DOUBLE 2x4 PLATE — — — — — — — — — — — — — 2x6-16" oc WALL STUDS R-30 INSULATION R-30 INSULATION R-30 INSULATION DRAWING TITLL: I J"CDX SHEATHING �� I I BLUESKIN HOUSEWRAP R-21 INSULATION SECOND FLOOR PLAN R-21 INSULATION I I R-21 INSULATION 18" NU CEDAR SIDING (6" EXP) I GARAGE I FIRE BLOCKING- - R-21 INSULATION AND ROOF PLAN I I GARAGE I I 2x6 PLATE 6" P.C. SLAB WITH SET: ISSUED FOR: DATE: 6" P.C. SLAB WITH I VAPOR BARRIER AND I VAPOR BARRIER AND 6x6 / 10/10 WWM I 6x6 / 10/10 WWM 10" P. C. FOUNDATION WALL R-30 INSULATION "x18" ANCHOR BOLTS MAX. 32" oc (2)#5 HORIZONTAL REBAR 36"oc. =ncu J"x18" ANCHOR BOLTS MAX. 32" oc #5 VERTICAL REBAR 4'-O"oc. 2x4 KEY WAY SEAL: DATE: #5 VERTICAL REBAR 4'-0"oc. 24" x 10" CONCRETE FOOTING MAY 05, 2022 BASEMENT STEP FOOTINGS 3 -0 BELOW BELOW FINAL GRADE. (TYP.) PROJECT NO: ~ °�M I I I I AS NECESSARY WITH (4)#5 REBAR L.W. AND #5 10" P. C. FOUNDATION WALL REBAR S.W. AT 2'oc. - 1128-2022 a DRAWN BY: (2)#5 HORIZONTAL REBAR 36"oc. CROSS SECTION I 4" PC SLAB I I I I �G. \` JHECKED BY: 3'-04" CROSS SECTION H 2x4 KEY WAY I I I I � (�.: ;•, ',,;, _ S EET NUMBER: A3024" PC SLAB 24" x 10" CONCRETE FOOTING 'v 3'-0" BELOW FINAL GRADE. (TYP.) GOLF PIT �� WITH (4)#5 REBAR L.W. AND #5 © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization REBAR S.W. AT 2'oc. p g g DOB NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. j I� I]I u VJILJ - Mrazi 2 I/4' AZEK SOLID CROWN �Li15 - ,✓' v> 2 1/4' AZEK SOLID CROWN RAKE MOLDING - KEHL DESIGN ASSOCIATES LLC residential & commercial design • consulting I x 8 AZEK RAKE BOARD I X 8 AZEK RAKE BOARD I X 4 AZEK FLY RAFTER SOFFIT ' P0.Box 1675 phone: (631)433-9084 2 I/4" AZEK SOLID CROWN Southold,New York 11971 E-Mail: ssbn654Coptonline.net 2 1/4" AZEK SOLID CROWN FRIEZE MOLDING Kehl Design Associates,LLC o formedy D A K Associates,LLC _ I x 8 AZEK FASCIA BOARD /? a .. ^JWNERSHIP & USE OF DOCUMENTS: I X 4 AZEK FRIEZE BOARD X 6 AZEK FRIEZE BOARD These drawings and specifications including the 5/4 X 3 SPRUCE PACKING ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, 2 1/4" AZEK SOLID CROWN FRIEZE LLC. No part thereof shall be copied, disclosed MOLDING RETURN to others or used in connection with any work X 6 AZEK FRIEZE BOARD or project other than for which they have been X 8 AZEK RAKE BOARD prepared without written consent. 2 1/4" AZEK SOLID CROWN 2 1/4' AZEK SOLID CROWN x 6 AZEK FRIEZE BOARD SHED DORMER FLY RAFTER DETAIL CORNICE DETAIL SHED DORMER FASCIA DETAIL. i .— (2)-2 X 6 TOP PLATE I WHITE PVC COATED ALUMINUM DRIP CAP WHITE PVC COATED ALUMINUM DRIP CAP '' (2)-Ii" x 92 LVL HEADER :WORK NOI LS: �— 2 X 6 SHOE UNDER HEADER -- 2-1/4" AZEK SOLID CROWN HEAD MOLDING AND RETURN :2> 6 2 2 5/4 X 4 AZEK HEAD PIECE _ 0 2 5/4 X 6 PINE HEAD PIECE _ 6 6 2 6 0o Z : J w 6 5/4 X 4 AZEK CASING w = 5/4 X 4 AZEK CASING i U o o d E L 3 w o z I Z .— 2 X6 - 16" OC. ( STUD ) 3 0 CE LU X w INTERIOR / EXTERIOR CORNER FRAMING DETAIL WINDOW CASING DETAIL 2 X 4 SHOE WINDOW AND DOOR HEADER DETAIL PROJECT: "" IX6 #2VJCEDAR ( SIDING ) � O � > , 2 X 4 CCA HORIZONTAL MEMBERS I X 6 #2 VJ CEDAR ( SIDING ) [Rm EP13 I Dow E 5INNINJ Ok' E IX 4 VJ #2 CEDAR CROSS MEMBER IX 4 VJ #2 CEDAR CROSS MEMBER CORNER OF 1 32 3 32'-12'--15�-32 HOUSE WALL HOUSE WALL I I X 6 #2 VJ CEDAR ( SIDING ) NORTH SEA DRIVE " AND GREENWAY WEST � (2) 2 X 4 CCA GIRDER k- � �n, '� �0, 2 x 4 - 12" oc. (FJ.) SEAT GRADE ORIENT, NY M M 5/4 X 6 STK CEDAR o4 4 X 4 CCA POSTS SCTM#1000-15-01-25 JM M 4 X 4 CCA POST 10" X 10" CONIC. IX 4 VJ #2 CEDAR STILES AND RAILS DRAWING TITLE: \4 X 4 CCA POSTS 2'-0' X 6'-0" CEDAR f 2'-0' X 6'-0' PRE FORMED FOOTING IX 4 VJ #2 CEDAR STILES AND RAILS £ TRIM DETAILS ON 10" X 10" CONC. FTG. DOUBLE DOOR CEDAR DOOR AMD SHOWER FLOOR DIMENSIONS SHOWER FLOOR FRAMING PLAN SHOWER FLOOR PLAN SHOWER WALL SECTION CEDAR DOOR PLAN OUTDOOR SHOWER DETAILS CEDR D A OOR PROFILE zSET: ISSUED FOR: DATE: PROVIDE HURRICAHL STRAPPING ` IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE ALL HEADERS ARE TO BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROVIDE HURRICANE STRAPPING (2)IY,'X 9%" LVL UfILESS MAY 05, 2022 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS OTHERWISE NOTED PROJECT NO: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE _ _ 2020 RESIDENTIAL CODE OF 1 128-2022 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM NEW YORK STATE fir. THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE NOTE: PROVIDE FIRE BREAKS /C DRAWN BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING AS PER ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS ALL HEADERS ARE TO BE THE 2020 ="t CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF (2)1Y"X 9Y" LVL UNLESS RESIDENTIAL CODE OF THIS SECTION. OTHERWISE NOTED NEW YORK STATEn- 5HLL1 NUMBLR: R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING NOTE: PROVIDE FIRE BREAKS STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND AS PER30 THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THE 2020 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF RESIDENTIAL CODE OF NEW YORK STATE. NEW YORK STATE © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DOB NUMbLR: uF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) AWC WOOD FRAMED CONSTRUCTION MANJAL (WFCM) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 3) HOC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) / 2 X 6 - 16" OC. ( STUDS ) ® All X 8 PINE FASCIA BOARD '%��,.%r!lll'_�_ 2 X 6 SHOE KEHL DESIGN ASSOCIATES LLC PROVIDE HURRICANE STRAPPINf, WHITE PVC ALUMINUM DRIP CAP IN ACCORDANCE WITH THE I/2" CDX residential & commercial design • consulting 2020 RESIDENTIAL CODE OF ( PACKING ON TOP N.w YORK STATE TJ1230 x 9-I/2" RIM JOIST BOX BEAM 5/4 X 6 PINE SKIRT BOARD OF (2) 2 X 8 HDR.) I X 2 PINE SOFFIT BOARD P0,Box 1675 phone: (631)433-9084 - / ALL HEADERS ARE TO BE Southold,New York 11971 E-Mail: ssbn654s@optonline,net (2)13/"X 9Y" LVL UNLESS OTHERWISE NOTED I" SCREENED SOFFIT VENT 2 X 4 FRAMING TO PACK OUT GIRDER Kehl Design Associates.LLC o formerly D A K Associates,LLC /..,%?::%:.ii, .r,.._ NOTE: FRDVIOC FIRE BREAKS 5/4 X 3 SPRUCE I X 6 PINE SOFFIT BOARD OWNERSHIP & USE OF DOCUMLN i S: AS PER 4 (3) I-3/4" X 9-I/2" LVL GIRDER FRIEZE BOARD PACKING ) These drawings and specifications including the ( THE 2020 2-I/4" SOLID CROWN ideas, design and arrangements represented RESIDENTIAL CODE OF therein, are the property of D.A.K. ASSOCIATES, NEW YORK, STATE — 3/4" CDX ( GIRDER SUB-SOFFIT ) LLC. No part thereof shall be copied, disclosed to others or used in connection with any work X 6 PINE FRIEZE BOARD or project other than for which they have been prepared without written consent. (2) PCS I X 8 PINE ( GIRDER SOFFIT ) 3/8" WALL LATH ( HDR. PACKING) FRONT PORCH GIRDER DETAIL. SHED DORMER HEADER AND SOFFIT DETAIL i ARCHITECTURAL ROOF SHINGLE { :WORK NOTES: (I)-3/8" CARRIAGE BOLT PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF ICE & WATER SHEILD NEW YORK STATE 2 X 6 - 16" OC. ( STUDS ) ALL HEADERS ARE TO BE CDX ROOF SHEATHING (2)1OTHER%" LVL UNLESS " OTH�RIMSE NOTED 2X8 -16' C.J. O 2 X 6 SHOE NOTE: PROVIDE FIRE BREAKS AS PER 2 X 10 -16" RAFTERS THE 2020 CDX SUBFLOOR R-30 INSULATION RESIDENTIAL CODE OF / \ NEW YORK STATE 1 TJ1230 x 9-1/2" - 12" oc \ —� I / \ SEE SHED ROOF DORMER I ( SOFFIT DETAIL ) I 1/2" CDX SUB-SOFFIT 3/8" BEADED WAINSCOT S Ml7CA E (4x8 SHEETS) 1 l SEE PORCH GIRDER DETAIL PROJECT: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 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 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 E THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE --Wei 12" HBBG PERMACAST COLUMNS TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ( SMOOTH ) ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF CORNER OF THIS SECTION. NORTH SEA DRIVE R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING AND GREENWAY WEST (2) 2 X 8 CCA FLUSH GIRDER 5/4 X6 STK CEDAR DECKING o STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND ORIENT, NY WITH 2 X 2 CCA LEDGER THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF SCTIVI#1000-15-01-25 j"' CDX SUBFLOOR NEW YORK STATE. TJ156O x II-7/8" - 16" OC 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DRAWING TITLE: 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD 5/8' X 18' ANCHOR BOLTS 2 X 6 CCA-16" OC. GRADE R ONE—AND O FAMILY DWELLINGS A FRAMING AND 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) (MAX. 32' OC. ) TRIM DETAILS 2 X 6 CCA SILL 5/8" X 18' ANCHOR BOLTS (3) 2X8 CCA FLUSH GIRDER SET: ISSUED FOR: DATE: (MAX. 32" OC, ) WITH 2 X 2 CCA LEDGER SOLID BLOCKING BENEATH ALL (2) I-3/4" X 9-I/2" LVL HEADER 7/16" OSB. EXTERIOR SHEATHING COLUMNS k a 2 X 6- 16" OC. ( STUDS ) ,SEAL: DATE: ` MAY 05, 2022 2 X 6 SHOE 2 X 8 - 16' OC. RAFTERS Y PROJECT NO: 10" POURED CONCRETE FOUNDATION $ ";�r 1128-2022 DRAWN BY: © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE J. T`r?� CHECKED BY: 4" POURED CONCRETE SLAB PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT W/ VAPOR BARRIER AND r� 6X6 / 10/10 WWM. AJS 10 x 9-1/2' - 16'oc WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE `'`% HLEi NUMBER: Li PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE, ` 24" X 12" CONCRETE FOOTING ' ' r ( MIN. 3'-0' BELOW FINAL GRADE ) Acceptance of these drawings does not authorize the right to build without the authorization SHED DORMER FRAMING DETAIL DOB NUMBER: OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building FRONT PORCH FRAMING DETAIL Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 2 X 6 CONSTRUCTED FLY RAFTER KEHL DESIGN ASSOCIATES' 12 T residenflal & commercial design • consulting 2 1/4" SOLID CROWN RAKE MOLDING 10 PO,Box 1675 phone: �6311 433-9084 I" VENT HOLES - 16" OC. Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC a formerly D A K Associates,LLC PROVIDE HURRICANE STRAPPING �iyr i//. ?i";./rz,///;;iy'.' ^rim/ii/rir/ir/ Tom;i,J;/,i, 7 X 8 PINE FASCIA BOARD IN ACCORDANCE WITH THE OWNERSHIP & USE OF DOCUMENTS: 2020 RESIDENTIAL CODE OF 2 1/4"SOLID CROWN NEW YORK STATE These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, ALL HEADERS ARE TO BE LLC. No part thereof shall be copied, disclosed (2)13/"X 9%" LVL UNLESS I X 6 PINE RAKE BOARD to others or used in connection with any work OTHERWISE NOTED or project other than for which they have been t prepared without written consent. 2 X 3 SPRUCE BLOCKING NOTE: PROVIDE FIRE BREAKS AS PER I X 4 PINE SOFFIT BOARD THE 2020 RESIDENTIAL CODE OF s •I 1 X 8 PINE RAKE BOARD NEW YORK STATE I" SCREENED VENT I X 6 PINE FLY RAFTER SOFFIT I X 8 PINE SOFFIT BOARD I X 6 PINE FLY RAFTER SOFFIT 2 1/4" SOLID CROWN I X 6 PINE FRIEZE BOARD .1 2 1/4' SOLID CROWN 5/4 X 3 SPRUCE PACKING WORK NOTES: 2 1/4" SOLID CROWN FRIEZE MOLDING e I X 6 PINE FRIEZE BOARD MAIN HOUSE SOFFIT FRAMING DETAIL_ �Y 5/4 X 3 SPRUCE PACKING I X 6 PINE FRIEZE BOARD MAIN HOUSE FLY RAFTER FRAMING DETAIL a x 5/4 X 3 SPRUCE PACKING 12 i i 10 2 1/4" SOLID CROWN 2 I/4' SOLID CROWN 2 I/4" SOLID CROWN FRIEZE MOLDING RETURN NROJLCT: I X 8 PINE RAKE BOARD A 0 N I fi"' Sw I X 8 PINE RAKE BOARD I X 6 PINE FRIEZE BOARD 3 I X 8 PINE FASCIA BOARD �+ I X 8 PINE FASCIA BOARD CORNER OF 2 I/4" SOLID CROWN � NORTH SEA DRIVE AND GREENWAY VEST ORIENT, NY I X 6 PINE RAKE FRIEZE BOARD SCTM#1000-15-01-25 2' 1/4'SOLID CROWN DRAWING TITLE: I X 4 PINE SOFFIT BOARD X 6 PINE FRIEZE BOARD LINE OF ANGLED RAKE RETURN TRIM DETAILS I" SCREENED VENT , I X 8 PINE SOFFIT BOARD MAIN HOUSE FASCIA DETAIL SET: ISSUED FOR: DATE: 2 1/4" SOLID CROWN I X 6 PINE FRIEZE BOARD R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE MAIN HOUSE FLY RAFTER TRIM DETAI L EO2 111RRICANE STRAPPINGORDANCE vdITH THER301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE SEAL: DATE: =SIDENTIAL CODE OF CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, W YORK STATE ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS MAY 05, 2022 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES PROJECT NO: IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM 1128-2022 ALL HEADERS ARE TO BE THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE DRAWN BY: (2)1%/X 9%" LVL UNLESS TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING 5 OTHERWISE NOTED ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS �5�� .".` © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE '' <; a PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT � �„ CHECKED BY: WOVEN CORNERS THIS SECTION. = 1 NOTE DROVIDE FIRE BRFAKS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AS PER R301,1.1 ALTERNATE PROVISIONS KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NUME3EF2: THE 2020 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING a t PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, NTH WRITTEN PROOF OF PURCHASE. PESUENTIAL CODE OF STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND - THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ) %' (" C' ' X, ;!305 NEW YORK STATE ;: THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF MAIN HOUSE CORNICE DETAIL NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization DOH NUMeEk: ol= 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 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) agencies prior to construction. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) r GENERAL NOTES: u SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION C General Notes: 0 N R A C T 0 R N 0 T E S 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YO � 'I�20A_U'1�ESIDENTIAL C OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. % GENERAL NOTES: J 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. 2. FIRE SAFETY: 2, All structural wood shall be in accordance with the national design specifications for wood construction latest edition. Fl 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 DESIGN ASSOCIATES iic 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. D. LOCKED AREA. residential & commercial cl-sign o consulting PRACTICES. 2. 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. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: (6311433-9084 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, AND PAY ALL FEES REQUIRED BY THE GDVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 F-Mail: sslon650oplonlIne,r,:t 3, 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 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. Kehl Dpsigri Associates,LLC o forniorly D A K Associntes,LLC 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. OWNERSHIP & USE OF DO(-UMENIS: - 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. 5• 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 '11-3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented 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. 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. 0. Framing Lumber: DF (north) No. 2 or better with any work or project other than for whi,li THE CONTRACTOR SHALL LAY OUT HIS ONN 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 cons-t, 7. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 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. REV: 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 07-07-24 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 10. DRAWINGS, AND ALL OTHER WORK THAT VlAY 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, AM ENDM! 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 KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 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 EEE 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. NOT FOR 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 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. VENT REQUIRED HAZARDS CATEGORY -_ CONSTRUCTION 25 Ibc;/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. 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 USE UNLESS 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 BY 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 EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PROFESSIONAL PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/6 INCH (11 mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) ENGINEER 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 UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDIRILLED AS REQUIRED FOR THE ANCHORAGE USES(s) AND OCCUPANCY CLASSIFICATION(s) 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 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301,2(2) OR ASCE-7, WITH THE PERMANENT f 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 ATH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,,, IS 180 MPH (290kps) OR LESS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: 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 RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILSd 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 4 FEET SPAN < 6 FEET SPAN f , 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 50 h NO. 8 WOOD SCREW- INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BASED ANCHOR WITH 2 16 10 8 BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE a HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 50 a INCH EMBEDMENT LENGTH 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 NO, 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF I R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE UNLIMITED AREA SLEEPING ROOMS 30 )/4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE N. /A 3 STORY IVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE , , j -25'-5,"' AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 16 16 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH A T 0 K I f 2020 BUILDING CODE OF NEW YORK STAIRS 40c INCH EMBEDMENT LENGTH STATE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. I 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) E N C E FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,,,, and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE 29'-13" 1 POUND PER SQUARE FOOT 0.0479 kPo, 1 SQUARE INCH 645 mm? 1 POUND 4.45 N, b. Fasteners shall be installed at opposing ends of the wood structural panel. 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) CORNER OF c. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD 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) NORTH SEA DRIVE c. Anchors shall penetrate through the exterior wall covering with on embedment length of 2 inches minimum into LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT the building frame. Fasteners shall be located a minimum of 2)/2 inches from the edge of concrete block or concrete. AND GREENWAY WEST 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 he attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ORIENT, NY 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#1000-15-01-25 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: 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. 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 OF NEW YORK STATE. 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" BASEMENT 2173 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 EX. BASEMENT NA 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 NOTES: TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 0 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF 1114' EX. FIRST FLOOR _ NA NEW FIRST FLOOR 2173 sq.ft. g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY CON1PONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL DL THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHT b GLAZED CEILING WOOD MASS FLOOR BASEMENTC SLAB d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAIN. CONTRACTORS SHALL VFRIFY'ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE UTACTOR b U-FACTOR FENESTRATION RNALUE FRAME WALL WALL RNALUE WALL RNALUE SPACE c FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FLD III �THE SHGC -NEW SECOI�D FLOOR 2568 sq.ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN b,e RNALUE RNALUE E RNALUE &DEPTH RNALUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMIS NO LIABILITY FOR OMMISIONS DUE TO UNKNO'AN OR NEW BALCONY NA THE PLANE OF THE TRUSS 4 EXCEPT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NIUT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20 OR 13+!P 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(l) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSF)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL: DATE: 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 c, R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less MAY 05, 2022 NEW GARAGE 1010 sq.ft. 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 :he insulation shall not be less than the PROJECT NO: ATTIC (GARACE)(a) NA NOT LESS THAN 30 INCHES R-value specified in the table. COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. 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. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1128-2022 � (V DRAWN BY: 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 interior of the basement wall. UNDER FEDERAL COPYRIGHT LAW. yt4 J. SUNFROOM NA 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD PLANS MAY NOT BE REPRODUCED WITHOUTCi; 3DK DECK 682 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 WRITTEN AUTHORIZATION. CHECKED BY: BALCONY 96 sq.ft. interior of the basement wall, "15/19" shall be permitted to be met with R-1,5 cavity insulation on the interior of the -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 TOP DECK NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R ROOF DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall, KEHL DESIGN ASSOCIATES, LLC. 'HEFT NUIVBIEI?: COVERED FRONT PORCH 95 sq.ft. 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 slob edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ENTRANCE COVE-PFD NA R-volue for slabs, as indicated in the table. The slab edge insulation for healed slobs shall not be required to 4_ 0001 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN ra POOL HOUSE/ CABANA NA h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slob _ G ACCESSORY STRUCTURE NA SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved S" I I 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 (a) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD, g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. the authorization of local governing agencies, such as Suffolk County Dept. DUB NUMBER: C)�_, (b) WI TIa STORAGE of Health Services, Town Building Departments, DEC, FEMA, etc. h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation plus R-5 continuous insulation. Verify oll 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. 0 KEHL-DESIGN-ASSOCIATES, insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION , t USE A MINIMUM OF M T S 2 0 T S 2 0 i TWO Ed NAILS THIS i•' !"''%��• .; >" ' `r, ';' 'z DOUG-FIk LA k H S0. PINE UPLIFT !, I�H LV1 x ram' j - SIDE DF TRUSS. PROVIDE (1) HGAIOKT ON q% �T ALLOWABLE LOADS 2 LOAD - �7�} FASTENERS WITH o SIDE OF CEILING JOIST /1,1 rift f� � ��_� � LATERAL TOTAL FOUR o ° AND ON SIDE OF RAFTER j'' MODEL GA UPLIFT UPLIFT ( / ) NAILS 133 160 CODE 8d NAILS o NAILS NO TO TO TO AVG REF. PLATES S INTO TRUSS RAFTERS/ TUS ULT. (133) (160) FZ (1 m _ STUTRUSS F 33& Lpp�LppS i ~ SIMPON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION u� H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND TAKE-UP WASHER KEHL DESIGN ASSOCIATES, f,I,c PROPER INSTALLATION PROCEDURES �IJ residential & commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 _ ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° DIMENSIONS FASTENERS TWO ° ART "x12 0 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL o / c o PO.Boz 1675 phone: I631)4 33 9084 MOODEL GA MAX. CLEAR L OTY DIA ULT. 1 2" 2 " 3' 3 .. LFTAAVG Z 1 2 2 3 3 LFTA RODE INTO Southold,Soufhold,New York 11911 EM01: SSbn654�'OpfOnllle.nef WIDTHSPAN EIGHT /// ° — 81d DNAIL S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 214" 17" 38a"16-10d — 4200 1205 1400 5, 44, 85 STUD OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE ,° FASTENERSZ ALLOWABLE UPLIFT LOAD S3 ° These drawings and specifications including the MODEL L AVG 10d 10d x 1}" CODE I ° NO ULT. REF. LFTA L S T A 21 ° ideas, design and arrangements represented L sod 10d x I�" (133 /1so) (t33) (160) °° therein, are the property of KEHL DESIGN 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 12" 3116 loco 840 1000 3, 41, 128 °° J-0-0 HGA10 with any work or project other than for which MTS20 o ° ° DETAIL "K" they have been prepared without written consent. 2p 14-10d 14-10d x 1 3116 1000 840 1000 3, 41, 128 ART "x12 0 0 LST20 20 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 COW- DETAIL E 5"- V: COUPLER NUT "Ell STU 8 �7-07-24 DOUG-FIR-LARCH/ Equal nurlber Of �SIMPSON TYPE OF DIRECTION SO. PINE CODE SpeClfleCl nQllS In MODEL TYPE - DI LOAD ALLOWABLE LOADS REF. NO. TION FLOOR ROOF (133/ each end ° TAKE—UP WASHER (100) (125) 160 I Simpson Strong-Tie g G 515 645 670 / CS 16 A LTP4 5 J 515 645 670 6, 39, 97 8 X l 2 64 5 DETAIL I H 515 670 — MATERIAL DIMENSICNS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOLDOWN ARTJ"x12 STUD DEFLECTION DEFLECTION CODE MODEL AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. MACHINE NO BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE GA GA HB SB w H B So CL DIAS s DESIGN LOAD DESIGN 0 WHEN RAISED OFF o OTY DIA 1�" 2" 2�" 3" 3�" 5}" LOAD THEPATE o 0 HD2A 16 12 4 2 " 2J" 8" 2{" �" 1 " 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 4 o MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS o NO, W L STUD PLATE ULT. OF / SP CODE (133)` (160) REF. SP4 3, ' 71" 6-10d x 1}" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA W L NAILS (100) (133) (160) REF. 00 0o WORK NOTES: LSTA21 20 1 21 1 -1 d 905 1205 1295 71 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA WL NAILS 100R (133) 0607 REF. Simpson Strong—Tie STU 5 — 8 MSTA24 18 1 24 18-10d 1025 1 1370 1 1640 7, 40, 90 LUS46 SIMPSON NOT FOR MODEL TOTAL ALLOWABLE TENSION LOADS NAIL CODE NO. L END FASTENERS SPACING REF. TAKE—UP WASHER (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. HD2A p��+ (�` '�+ OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6pson Strong-Tie CONSTRUCTIOIN! CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2 7, ao, 90 ARE D. AI TOP MOUNTED UNLESS OTHERWISE �� UNLESS DIMENSIONS FASTENERS DIJ. OUG-FIR AR H SO. P NE ALLOWABLE LOADS NOTED. FAILURE IT COMPLY WITH ALL NOTES MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL tt�tl CERTIFIED BY NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW (115) ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES 1 CN W— tod 16d ULT. (133)(160) 10d 16d 1od 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3a" 4J" 2 — 4-16d 4_16d 6C76 1140 1160 — 1000 — 1150 — 1250 71 40, 127 DETAIL 11111 COUPLER NUT HIJS210-2 14 3p, 9,J" 2 8-16d 8-16d 6C76 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ"x12 STU 5„_ PROFESSIONAL DOUG-FIR LARCH/SO PINE ALLOWABLE LOADS FASTENERS UPLIFTLATERAL CODE `I UPLIFT (133/160) REF. SIMPSON P SON MODEL A E N G I N E E R NO GA ULT. TAKE—UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) i FZ 160 HGAIOKT 14 4-SDS�"xl�" 4-SDS}"x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWD 8d NAILS THIS SIDE OF TRUSS, CNW- /a 0 COUPLER NUT S P 4 TOTAL FOUP SE A MINIMUM OF 8d NAILS TWO 8d NAILS THIS n PROJEC•l: INTO rRuss SIDE OF TRUSS. MTS16 sTu LSTA21 SIMPSON a ANCHOR BOLTS MTS16 SIMPSGN TOTAL FOUR /• m TAKE-UP WASHER Bd NAILS HDZA 0 Strong-Tie INTO TRUSS L S T A 21 HUS210-2 [A FD LR, EEs f I TWO p 8 TO AIL ° I CORNER OF �; PLATES o° ° EIGHT TWO I�' 8d NAILS',_ 8d NAIL o ` I INTO INTO DETAIL "A" I•,'I NORTH EA DRIVE STUD Simpson Strong-Tie PLATES °®o D GREENWAY WEST H7 EIGHT-- 8d NAIL ®INTO SimDETAIL "Ell" DETAIL "G" DETAIL "J" ORIENT, NY '0 STUD H7pson Strong-Tie — SCTM#1000-15-01-25 ' Simpson Strong-Tie LFTA DETAIL "L" ROD SYSTEM o°LFTA ° -. EFTA 000 Ridge Strapping •DRAWING TI l LE: ° NOTE: _ DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD BP ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1 .0 , ROOF = 1.0 V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATION: V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 3" THROUGH ROOFII 3••I THROUGH ROOF 3" (THROUGH ROOF 4" THROUGH ROOF 2nd FLOOR 1'-0" DEEP POOL x 8' DIA. = 4225 cu.ft. per vertical ft. / STRONG-TIE DETAILS ROOF 1 '-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 3 3' / ROOF DRAINAGE ROOF AREA = 3573 sq/ft BATHROOM#2 3 3„ BATHROOM#2 CALCULATIONS AND LTP4 3..2 BAHROOM2.. 2„ 2.. U = A x R x c PLUMBING RISER DIAGRAM A = 3573 sq/ft 1�-7LTP4 _ st FLOOR - F FipF{ o° � 2nd FLOOR R = 2 RAINFALL .17 ft .. .. 3' 2� 2.. ., 3.� 3. / C.Or 3 C.O, 3 3" NEW C COEFF. 1.0 NOTES: LTP4 2 ' MASTER U = 3573 x 1 x .166667 = 596 C.F. LAUNDRY PROOMR DESIGN PROFESSIONALVI A AFF X F N W DETAIL "C" BATHROOM THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERT �1i fHE KITCHEN 3 3 2 OSE SEAL IS AFFIXED HERETO. INFRINGEMENTS CEMENTS ILL bL Simpson Strong-Tie 2" Roots 3., 2,. 3 2 ' 2 3 ' 2" " PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL V1I1,1 A-L LTP4 LDE L "B" l o o r-t o- l o o r Connections 596 / 42.25 VERTICAL FT. / FT = 14 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT i';I Ridge Strapping 2 °v DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNO"AN C6 LTP4 FLOOR 2' 2" 2" 2" 2 st FLOOR USE (4) 8 DIA. POOL 4-0 DEEP = 16 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS ['PT Detail Simpson Strong-Tie OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 3•• +� Moor-to-door Connections 3.. 596 / 22.3 VERTICAL FT, / FT = 27 SEAL: DATE: 3 4" F.A. VENT 6" USE (4) 6' DIA, POOL 7' DEEP = 28 U.F. MAY 05, 2022 _ c.o C. c.o, C.O. 4,- oBOVE GRADE PROJECT NO: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY G o° C.O. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 3 3.. 3., 4,. E SYSCEMD POOLS TO BE PLACED ON OPPOSITE SIDE OF 4 G SOEWERAGA 1128-2022 TRAPE V,CF id["�y DRAWN BY: NO SUBSTITUTIONS PLUMBING RISER DIAGRAM (NTS) HOUSE AND/OR LEADERS TO BE PIPED TO C-�o�N �. �ntiJyn� BDK - All framing hardware shown on these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH * �,' oy CHECKED BY: unless otherwise indicated, is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE POOL, MAINTAIN MIN, OF 20 FEET FROM SEPTIC � No substitutions are approved or authorized, - , 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 J° 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 '� �. S4 �c� G 2 null and void, and will result in the installer/contractor WHERE TRAFFIC IS TO BE PRESENT. assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS J 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 �cJ� NUMBER: Z1—° 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 HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) .v_._ 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. © xEHI^DESIGN•ASSOC[ATES; LLC 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) v 14'-3" 2'-71" 29'-41" "N111 ll1 r 166' 11 6" _7ill " _9 " 2,_7 13'-42 16' i t fl: �7 --W KEHL DESIGN ASSOCIATES LLc__. residential & commercial design c consulting 6 11'-18" 7'-118" 44'-716" 2'-72" 8'- 42"- 10' 11 PO.Box 1675 phone: (6311433 9084 P 1' 8" 16 8'-62" 8" 8'-62" 8'-62" 8'-62" 0" 2" Southold,New York 11971 E Mail: ssbn654�opfonline n f t f Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: A D 2 2x12 GIRDER (ACQ) —� These drawings and specifications including the € ( ) ( ) (2) 2x12 GIRDER (ACQ) (2) 2x12 GIRDER (ACQ) O 2x12 GIRDER (ACQ) (2) 2x12 GIRDER (ACQ) ideas, design and arrangements represented 1ti a therein, are the property of D.A.K. ASSOCIATES. �in° LLC. No part thereof shall be copied, disclosed to others or used in connection with any work `/10 1 1" E or project other than for which they have been /Nti U ��1 -616 4" x 4" CCA POST 1 Mlv 0 6r1 o In 1, ON prepared without written consent. CD P 6 . _ _ _ _ _ _ _ e U 1'- DIA SONIA TUBE C v CO CRETE FOOTING Minim REV: o - o O Cn(MIN. 36" LOW FINAL GRADE, �r 07-07-24 DBL 2 x 1 U Cn- -�. x1 - A`- °I I -i I �� °I BEAR ON U DISTURBED SOIL) - D _ �,ti a ��I D 1 0 0 1 �O l0 Y o a0 0 ~ I ,D rily Q �rb I6l I _ _ I I w I � rs I a I U o ti (U r� "� (ilk 0 0 c ilk io Y G o m 3'—7" �tio BEAM POC 4'-4 *AM POCKET o x X o i w 1� Cplw a o� m i 1 cv O � J6\� m \R\ I 4" Conc. Slab on s (2) 2x12 GIRDER (ACQ) / \ x III \ M (6) 8" Conc. Piers -1/2" 2 � L — �,-� N � Min. 3'-0" Below r,hD - / — LVL GIRDER \ e Connec d ° in m � / / 1 -5 1 " \ \ Wx1 2X10QJOIOSTSH N GERS x 4 Drain to Final Grade cli 16 I V �i� m o 0 �I // // FURNACE AREA \\ \\ a�C— — — — — — — ��01 �� M 5 —3" to ry i� $ Q Y 1 / I PROVIDE MIN. OF \ f� p Ln 0 12. �j / / III 00 100 SF. 5/8" III \ \ nj / p-- O �� MIS H — - - — - - - - ---�<c- - - - - - - - - - - - - - - - — — — — — — I o_ FIRE-RATED I \ / — — — — ° \ r\ — — x 3 C / SHEETROCK \ / 0D ^I \ I 2x12 ACQ HOUSE B AMA -- s N x , 2.12 ACQ HOUSE BEAM ( / ABOVE FURNACE \ / w 2X10 JOIST HANGERS (' FURNACE AREA \ CU --R— — — — — — — — / / \r w/ 2X10 JOIST HAN ERS _ _ _ _ BEAM POCKET ! BEAM POCKET I r M _ _ _ _ I DROPPED FOUNDATION 1 1 FOR 3068 DOOR V� o �) 1-3 4" x-9-1 2" _ (2) 1 _3/4" x 9-1 2" _ _(3) 1-3/4" x 9-1— _ o I LVL GIRDER LVL GIRDER LVL GIRDER I NOTE: DROPPED FOUNDATION I I LLJ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L - - DENOTES PLUMBING M w C m coal BEAM POCKET - -� BEAM POCKET - - - - - - - -� - - - - - I ABOVE. OFFSET FOR 1o'x8' GARAGE DOOR I I WORK NOTES: PROVIDE WINDOW WELL Cn z w 16'-4" -8" -8" = 3' 8"� 10'-S" s - - 14'-11" N MIS o o I FLOOR JOISTS AS I FOR EGRESS AS PER w� w�I I o - - - - - - - - - - - - - - - - T - I REQUIRED FOR I I NYS. CODE U m o w J I M > > I I WASTE LINE I I O I 4" BOX TUBE STEEL COLUMN J � I e ON - - - - - - - - - - - - - - - - - I I I I I Q 10" P.C. FO NDATION ON v M100 I 2'-0" x 2'-0" x 1'-0" 4" BOX TUBE STEEL COLUMN j r - - -_ - - - - Q �� I 0' °� 16" x 10" CONIC. FOOTING X CONC. FTG. (TYP.) ON 25'-6" I I H 8" CONCRETE WALL MIN. 3'-0" ELOW FINAL C0 ° 8d x a1� �Cu � € Lu o o I GRADE M ° I i UP GOLF PIT o ° I I I I I I 00 CO M ; 4" P.C. SLAB C° I w I I I II Co I o m� I BASEMENT JI BASEMENT I — I Q I Q I le x z MIv4" P.C. SLAB F 4" P.C. SLAB 00 I m x I TOP OF SLAB TO BE 00 TOP OF SLAB TO BE 21" LOWER THAN THE I I I B na B Uo _ -I I BASEMENT FLOOR r) 21" LOWER THAN THE I 1 I I _ I I 1— F— x @ I I r m I in J SLAB BASEMENT FLOOR I I x I I @) C I ~ Co I x Cn V1 I I I w) 1 � r�1o�4" 4" 0 w o o (Dw 4" I I 6" P.C. SLAB WITH co PROVIDE WINDOW WELL z mo w1 I c nm X --D Co I 'ICU v1 J J I I I I VAPOR BARRIER AND I FOR EGRESS AS PER `r �' I m F r, m GOLF PIT > > f- I I I co 6x6 / 10/10 WWM NYS. CODE mCU o z1 3" I 1 1 I I I m I I I � I M I 0 0 :2 3' -04 �'-7" 9'-4q-" � I l I co I r: 1-- Cn U w 0" L - - 4" BOX TUBE STEEL COLUMN " x X -E a V)CD < M ON M 7'-94" 7'-9" -94 ,� 5'-114" I I = ml I 3'-1 x 3'-6" x 1'-0" --_ I I 1 l i 0 BEAM POCKET L I F CONIC. FTG (TYP.) 22 - - - � I (SEE DETAIL) - - - - - - - - - - -I- - - - - - ;+�- - N I 4' x 9-1 4 1-314" x 1 2" 4 1-314" x 9-12" _ �4 1-3 4" x 9-1/2" o _ I I VL GIRDER —� LVL GIRDE LVL GIRDER LVL GIRDER i -0 ® ° - -� I -I - - - — _Er E I - - - �4)i-L4" x 9-12„� ° _ �14„ I BEAM POCKET -- m ` — — — — LVL GIRDER o �4�1 LLVL/GIRDER w 1 j a 0 I I PROJECT: PRCVIDE WINDOW WELL 1- it FOR EGRESS AS PER En z wo w I J Lnioo ^ ^I Inioo a NYS. CODE w �w� J ° D i I `° MIS I I GARAGE I I UmwoA r D, I w ( ° x = _ ° 0 0 X 0 0 x HVAC ( I I I E' 0 � I U I �� ^III J J w U PROVIDE UNOBSTRUCTED m ~ a Q I \ l o o � m Ln OPENING TO BASEMENT FOR I I I I m x I J I I o HVAC RETURN I 1 I_ e, 1 N III N I I I E ' E N-FC I � O , �� r n _ oo SHOWER AIR CONDITIONER I 1 O I III `� _ _ _ _ _ _ _ _ Im CONDENSER UNITS I SH WER E I I III III E — � N— — — — — — I DROPPED FOUNDATION DROPPED FOUNDATION DR IN N = - - x x x X r I FOR 12080 GARAGE DOOR FOR 12080 GARAGE DOOR I CORNER O F LOCATION. I I x r r I o I „ _ o x N V x _ " ; I I NORTH SEA DRIVE 0" 12'-7 co 18'-8 " Co 13 3 - - - - - - - - - - - - - I 4 IrilCb N N S/D 2 Uil(b 4 001 0' l �iN - - - - - - - - - - - - - - - - - o - - - - - - - - - - - - - - a, AND GREENWAY WEST co v ! BASEMENT i v a31 1 I - - - - - - - - - - - - - - - - - -- - - - - - - - - - I `' I I 4" P.C. SLAB X I m I— I l - - - - - - - - - - - - - - I M ° I ORIENT NY i 10" P.C. FOUNDATION ON XZI > —ICU I L_ - - - - - - - - - - - - - - - - - - qQ- - - - - - - - - - - - - - - - _ - - - J SCTM#1000 15-01-25 I 1 r PROVIDE WINDOW WELL cn z o w I i 4" P.C. SLAB \ 24" x 10" CONIC. FOOTINGm-,I NI Ln FOR EGRESS AS PER w Cr MIN. 3'-0" BELOW FINAL Q NYS. CODE m w w z I JACUZZI I UP JR L, J v11 I rile U w o w O - GRADE a 1 M O Q U w I L DRAIN— —12.-4" — N — — — — — — N I — — — — — — — — — — — — — — m 1 MN DRAWING T )LE: j -BEAD - - - - - - _REAM-P-OCK-EE - J _. � M NOTE: a m o I DENOTES PLUMBING - L - _ - - _ - - o " " " " " " " " - - - - - _ ABOVE. OFFSET PROVIDE HURRICANE STRAPPING RC ACCORDANCE WITH NE - - - - - -- - - - -o- - - - FLOOR JOISTS AS 02 E HURRICANE STRAPPING -1 F - -1 F - - ° - Ill ACCORDANCE WITH THE FOUNDATION PLAN ° PROVIDE WINDOW WELL REQUIRED FOR 2020 RESIDENTIAL CODE OF 0 RFSIDENTIAL CODE OF NOTE: I 6CHOR 1 I I I I I FOR EGRESS AS PER WASTE LINE NEW PORK STATE NEW YORK STATE DENOTES PLUMBING I DOLTS I I co I I I I F NYS. CODE I ABOVE. OFFSET I I I I U I I I ALL HEADERS ARE TO BE FLOOR JOISTS AS x ALL HEADERS ARE TO BE SET: ISSUED FOR: DATE: REQUIRED FOR 1 1 1 1 N I 1 1 (2)l%"X 9%" LVL UNLESS WASTE LINE OTHERMSE HOTED <E)-- (2) OTHERWISE NOTEDESS -- L__J L__J L__J L_ J NOTE. (3) 2x8 GIRDER - CCA ANCHOR NOTE: PROVIDE FIRE BREAKS BOLTS NOTE: PROVIDE pEIRPE BREAKS HEIGHT OF FRONT PORCH 2x2 LEDGER - CCA { AS PER FOUNDATION PIERS ARE TO THE 2020 11 THE 2020 BE 7-1/2" LOWER THAN (2) 2x8 GIRDER - CCA RESIDENTIAL CODE OF RESIDENTIAL CODE SOTDATE F . HOUSE FOUNDATION 2x2 LEDGER - CCA SEAL: DATE: NEW YORK STATE MAY 05, 2022 _ I PROJECT NO: 1 A D 1128-2022 DRAWN BY: --_-� �Gr rJt;y y BDK I S" 7 " L y��''O G7- CHECKED BY: __- 13'-10" 3'-38 8'-8 7 L'-4" 14'-6" 3' 6'-4" 14'-4" -6" 15' 8'-6" SHEEI NUMBER: " A10-- 63'-8" 32' � �I -�4 �� S SSIONP�" FOUNDATION PLAN NOTE: C COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE JUB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) ALL HEADERS TO BE (2)14"x 9�" LVL HEADERS PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROVIDE SOLID BLOCKING UNLESS OTHERWISE NOTED WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verifyall conditions, codes, and re uirements with such ---- BENEATH ALL BEARING POINTS, KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE p q REFER TO MANUFACTURERS 2) PROVIDE (2)14"X118" LVL JOISTS BENEATH ALL agencies prior to construction. SPECIFICATIONS FOR BLOCKING WALL RUNNING PARALLEL ABOVE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. AT JOIST WEB. I i 21 1 13, -103, _GL3Af_ 16'-4 m -6 4'-1 4'-3# '--2'-7 -2 9'-4 /4 1 8 16 2 aryl I Fri TL _T3 3 , 1 1 1_9 13'-41 A�_ I(D' ,e 6 e-2 73 6 16 4 4 7' 01 KEHL DESIGN ASSOCIATES, LLC residential & commercial design o consulting '01 4'-7 ff-_7 01 8 -Z' 2'-72 PO.Box 1675 phone: l631�433-911,84 1 8 2 6 2 -612, 2 Soufhold,New York 11971 E-Mail: ssbn6540dopton[ne.net 16 Gj Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: F) Plywood (2) 2x12 GIRDER (ACQ) (2) 2x12 GIRDER (2) 2x12 GIRDER (ACQ) O 2x12 6IRDER (ACQ) (2) 2x12 GIRDER (ACQ) These drawings and specifications including the design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work x 4" CCA POST or project other than for which they have been < prepared without written consent. c0i'l- U ON c I D o U Cn 1'-0" DIA SONA TUBE C I- < CONCRETE FOOTING x DBL 2 x 10 0 C0 ULn C4 05 U(n(MIN. 36" BELOW FINAL GRADE, REV: 07-07-24 m BEAR ON UNDISTURBED SOIL) o 10 :2 o00 CD TMIS L CD W Water 00 c0i'l- (D G co CD x CD U-) X T Lud I 4" Conc. Slab on (2) 2x12 GIRDER (ACQ) 1 8 C"i U 0 c) �III x < C Min. 3'-0" Below w 0 202 ACQ HOUSE BEAM 0 Lr) m - 4 Drain to Final Grade I U-) x x v) w/ 2X10 JOIST HANGERS N to Connett CD C0 m Hot Wat ctric Htr. anel M < H Lu n ctric _X — — — — — — — — — — — — x a nel C14 2x12 ACQ HOUSE 2x12 ACQ HOUSE B AM T BEAM ,D w/ 2X10 JOIST HANGERS ns er J w/ 2X10 JOIST HAN3ERS 10'x8' Overhead Door witch U) Propane Line F_______]`roDone Line �Iropane Line cr) =_ � — � � — � — _� = — i-.-- !�� L'i cn >_ WORK NOIES: c/ (n Z 0 2868 -IN PROVIDE WINDOW WELL Lji FOR EGRESS AS PER Li O� Lj Li NYS. CODE U M CL Q Z Ld 0 0 0:�i V) U < LJ < H UP Lj V) >3: 4- 00 GOLF PIT '32 2 11-4/ < 2 Lj '0 CD CD I_ X Z Frame Wall with 1�11 LJ 0 2 TOP OF SLAB TO BE Mw overhang post Face e-5 I I 21" LOWER THAN THE 2 V) _j< M M BASEMENT FLOOR B , (� SLAB of Slab cn CO Ld Cn 2 6" P.C. SLAB WITH PROVIDE WINDOW WELL L'i z D Ow VAPOR BARRIER AND FOR EGRESS AS PER Cn GOLF PIT UJ(If 6x6 10/10 WWM NYS. CODE Li Ui "o Q C�Ld0 0 RECREATION ROOM U W V) 51-4 cD < L) �D E=- E3 El - - - - - - - - - 2 co PROVIDE WI U) 00 PROJECT: WINDOW WELL - >- C14 Lji CD FOR EGRESS AS PER Z 0 cn L. Ili NYS. CODE I'J 0:� LJ GARAGE a- 0 Li 2668 m W 0 Z Q , I - 1 0 :E A N ,- V)ULLJ < Cn < -321' rr 15'- IEl- 2868 AIR CONDITIONER U CONDENSER UNITS '-32 3,C LOCATION. 0'-3 CORNER OF III 4 NORTH SEA DRIVE A. cn WET co BATHROOM 12'x8' Overhea BAR --d-Door— — — — — — — — —12'x8' Overhf�ad_DDor� AND GREENWAY WEST — — — — — — — — — — — — — — — - — — — — — — — — — — — ORIENT, NY PROVIDE WINDOW LLJ >_ WELL zoo 1`5 -2 > 0 Lji 1'-6' N FOR EGRESS AS PER D Verify Wall Thickness SCTM#1000-15-01-25 �i L'J 0� LJ NYS. --ODE L'i Z UP 5 with Stair Width and Vent < U 0- 0 LLJ -IN �3" 0 0 - Layout (n U I _I('u < Li DRAWING PFLE: Cn Z ;-L 4Z4Z12CZ1 < I I M C"D Ri ,'ROVID1 HURRICANE STRAPPING PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE Ln 14, IN ACCORDANCE WITH THE FOUNDATION PLAN 2020PTSIDENTIAL CODE OF 2020 RESIDENTIAL CODE OF NEW YORK STATE NEW YORK STATE ALL HEADERS ARE TO BE ALL HEADERS ARE TO BE SET: ISSUED 7,77 77 7: (2)1114"X 9,V2" LVL UNLESS (2)IY4"X 9Y2" LVL UMLESS )THEPWISE NOTED OTHERWISE NOTED NOTE PROVIDE FIRE BREAKS NOTE: PROVIDE FIRE BREAKS AS PER AS PER THE 2020 THE 2020 FSIDEIJIAL CODE OF RESIDENTIAL CODE OF NEW YORK STATE NEW YORK STATE SEAL: L)A]E: MAY 05, 2022 PROJECT NO: 1128-2022 DRAWN BY: BDK 7 is CHECKED B 13'-10' /3'L3'-3 i 4'-6 SHEET NUMBER: e-3' i6'-4' -14'-4- 15/ e-'-6'_ 3 82�- A 1 0 1 BASEMENT FINISHED PLAN NOTE: COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF 1) ALL HEADERS TO BE (2)143"x 9�" LVL HEADERS PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROVIDE SOLID BLOCKING UNLESS OTHERWISE NOTED BENEATH ALL BEARING POINTS. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such REFER TO MANUFACTURERS 2) PROVIDE (2)141"Xll�" LVL JOISTS BENEATH ALL KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. SPECIFICATIONS FOR BLOCKING WALL RUNNING PARALLEL ABOVE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. AT JOIST WEB. LJ 4 Droin to 4 E B AM 13 3 13 1" 1" j �c;,., II_IIJ / 16'-4" 5'-616" 7'-108„ 5'-616" 14'-1" 14'-3" -2'-72 13'-42 16 i.. J 1L� [� ] - ,ELLS I , 5,_38„- 2'-74" -92" -74" 4'-42" 5'-10" 4'-02" t LIJ�LL, �ffI)l l e 1.1t �1 ii� , 3'-11116 3'-1116"- 3'-44" 3'-44" KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting 7'-118" 4'-716" -72" — 9,_41 P0.Box 1675 phone: (631 1 433-9084 Southold,New York 11971 E-Ma]: ssbn6540opfonline,net Kehl Design Associates,LLC o tnrmPrly D A K Associates,LLC OWNERSHIP & USE OF DUCUMLNIS: These drawings and specifications including the ideas, design and arrangements represented 1d FIRST FLOOR WINDOWS therein, are the property of D.A.K, ASSOCIATES, ARE TO BE SET LLC. No part thereof shall be copied, disclosed A D AT C-11" AFF E C, to others or used in connection with any work 3 7" or project other than for which they have been C prepared without written consent. a �— NOTE: DECK #2 CEDAR DECKING REV: TOP OF DECKING IS TO BE A „ x1 �ti\� ;D PROVIDE \JI \r0 MAXIMUM OF 16" ABOVE FINAL �2 titi I 8 OUTSIDE `1 `T 07-07-24 GRADE. /r� N AIR INTAKE p X_ >\ - 1-3/4" x 9-1/2" LVL HEADER 0. 'ti c6 �P J v I 5' C CA P TO BESETO FT 2662 2662 FRAMING DIMENSION 6 +0' +9\�? 606, a ° 3 SM �0\ BY 1 DUE TO HOUSEE SHEATHING O\ tX L3'-6" ! � ' �� (2) 1-3/4" x 9-1/2" LVL �� H '3 rl`o r`I� 66�` 2880 U40 �' PROVIDE FLUSH HEARTH �Fq d �' C , (VERIFY WITH OWNER) 10 x8 Overhead Door 1(U �z FWG 6080 cU 4'-41" eI(LJ ( ) 1— 4" x 9-1 2" LVL -ICU I z� (3) 1-3/4" x 11-7/8" LVL i _11 in io 0 11 -2" 2 �88Z'� U40 1 AW251 v in TJ1560 x 117" 12"oc• 2 1-3 4" x 9-1 2" LVL I = o m FLUSH HEADER 3 1-3/4' x 16" LVL FLUSH BEAM 51" (2) 1-3/4' x 9-1/2" LVL 10'-6" Above Subfloor HIV -ICU (2)1 "x94' LV dr. (2)1j"x92' L L dr. > � 2 C'"1 Ul 7 -7" JACUZZI O 00 = 1 1 0 1 � Top Plate of Garage Wall to be 6 " L_ wer than the 15'-10-" 51' 2 2 Q '- � Top Plate of the First Floor Walls (Mptch Second DRAIN I WORK NOTES: o oL oa w DINETTE AREA N BATH o Floor Heights) N x C D 00 J I TJ1560 x 16" - 12 oc GREAT ROOM 0 1 Q 1 in0 NOTE: CEILING JOISTS c� 1 1�1.--, 0 1 NOTE: rn W 52 DENOTES PLUMBING - o L 0 PROVIDE CATS IN WALLS = ° o l w 1 1 x ABOVE. OFFSET I SHOWER H Un -5 ® 36", 54", 96' AFF AJS 10 x T-1/2" - 16 oc @ 9'-1-1/8" ci � Q° 0 FOR ALL UPPER AND = N FLOOR JOISTS AS — — — — — — — — — — — J DRAIN CEILING JOISTS cn 7„ I1J = rIN LOWER CABINETS. REQUIRED FOR J a — TJ1560 x 11 Cs� 12"oc. 0 1 w @) "q _J WASTE LINE � °cn 10'-6" Above Subfloor < � I v (A PROVIDE 2x4 SOFFIT FOR a I N aa o UPPER CABINETS - VERIFY o cn \ D g N _ ° e ° FINAL LAYOUT PRIOR TO p o � (00 U N CI MASTER BEDROOM I c� a_ _ N FABRICATION. N _ N Q 0- a, ; o D o 1 Q 285 SgFt � or 11 o o I " I z co 00 x r, N rnw NLJ 0 z 1 0 = 31' x = v J N W i-I w ,� _J 2 52" > \ B �� B a-) 10 10 j J (3) 1-3/4" x 16" LVL FLUSH BEAM r7 _J x o 0) o TJ1560 x 117" @ 12"oc. MUD ROOM 52-- 10'-6" Above Subfloor 52" o oM S/D TJ1560 x 16" - 12 oc N N CEILING JOISTS > _ U7 J — 01 O (3) -3/a" x 11-��a' LVL Flush Beam KITCHEN 00 CU x - _ 1 rM .�2 -32" 52" 22 CAR GARAGE r, N -- 20'-3-" x 3: 9' 7" f� -31"— rID V 2 3'-82" 10'-8" 3'-82" 2 31' Top Plate of Garage Wall to be 62' Lower than the N oI 51 S/D Top Plate of the First Floor Walls (Match Second -3 4" x 11-7 8" LVL HEADE 2 MIS � — — — — m Io o Floor Heights) 52" 3 " — — — — 1 .IN 1 (3) 1-3/4" x 11-7/8" LVL HEADER O CU —ICU O r-ICU -ICU O N Z _31" (2) 1-3/4" x 9-1/2" LVL ender Height M M (3) 1-3/4" x 16" LVL FLUSH BEAM 2 FLUSH HEADER O to atch Exterior Doors O (2) 1-3/4" x 9-1/2" 1"� CD 12 Hr Fire R fed 00 I�Ico 10" DIA. HB&G H LVL HDR. II WI CLOSET co ( a0 PERMACAST COLUMNS �1 0 J PROVIDE UNOBSTRUCTED 5 -32 Steel Doo nd a c t\ 0 O 0 (SMOOTH) (D �I O OPENING TO BASEMENT FOR 6 00 I a r SAD `r O0 O I S/D cp HVAC RETURN DN Assembly if 1 ro c7 1 M Self-closing inges (3) 1-3/4" x 16" LVL FLUSH BEAM IN .ICU _KU . ICU PROJECT: o ~M M I 5068 DBL DOOR 1 �' - - - - - - - - - - - - - 1 O DRAIN 2668 U40 1 POCKET DOOR LUM ING WALL r �,,,q '+ '-+KU ABOVE ' Z 0 (2) 1-3/4" x 9-1/2„ rn I I I _ °^* �l(U to 10 (IJ � J LVL HDR. 1" I I I 51 t` "6� u " SHOWER TJISOx16" - 12oc CD PLUMBING WALL 3'-1-" 31" J �j(� 00 � CL. ° ODRAIN 14'-4" 5- 2 AIR CON DI I IN1 2 2 °I- ° CEILING J ISTS uN1T LOCATION. 1" PLU IN C°p o N ; S/D N O ABOVE 5c" �"iU LAUNDRY I I I I J o ( ""' -7 -5- 1'- 0" o, -Ia '- J I in I I I I E R 113 Ea., (3) 1-3/4 x 16" LVL FLUSH BEAM NOTE: 2 ~_ x FOYER I z yf 2 1„ ? 5�" I — I J � r PROVIDE BLOCKING FOR N (V - 2 TOWEL BARS AND AccEssoRIES. e MASTER BATH J DINING ROOM w 2) 1-3/4" x 9-1 2" LVL x VERIFY TOWEL BAR TIL I CV(wj 1 0 162 S Ft 1 0 �I(lJ I I Top Plate of Garage Wall to be 6 Lower than tF�e CORNER OF AND BATH ACCESSORYJ - I rn g 28310 28310 I I To{ Plate of the First Floor Walls (Match Seconq v D LOCATIONS WITH OWNER. 4'-8-1/2" �� = o l l(U 3"SM r11� ' I ' Floor Hei hts I �In c 1 NORTH SEA DRIVE ,D X fT (U .1(U (U g ) 1 CO = x I to Ln LO 1 x `t 3 1-3/4" x 11-7 8" LVL 3 1-3 4" x 11-7 8" LVL NOTE: - C0 � N 12'x8' Overhead Door 12'x8' Overhead Door AND GREENWAY WEST DENOTES PLUMBING ° a N I I i ABOVE, OFFSET N x D �� ORIENT, NY F FLOOR JOISTS AS Ln 3 �r 1 co -ICU REQUIRED FOR M 12'-101 R 1 32" 14'-62" 52" G SCTM#1000-15-01-25 WASTE LINE 2 M M 1-3 4" x 9-1 2" LVL 2)1j"x7j" LVL Hdr. 1j"x7j" LVL Hdr. (2)1j"x7j" LVL Hdr. 2 1-3 4" x 9-1/2" LVL DRAWING MILE: NOTE: 3" SM A21v N A21v (2) 1-3/4" x 9-1/2" LVL, �Z A21v V DENOTES PLUMBING 2852 2852 W" 5480 U40 DI DOOR cfl cr'IN Ln 1 3" SM 3" SM r-lcu ABOVE. OFFSET o Temp' OFFSET CEILING BEAMS IN FOYER rnwo 2852 2852 2852 FLOOR JOISTS AS PROWL!, HURRICANE STRAPPING xa TO PROVIDE CENTER LINE RECESSED Xa FIRST FLOOR IN ACCORDANCE WITH THE 14= II LIGHT (INTERIOR AND EXTERIOR) = REQUIRED FOR 2020 RFSIDFNTIAL CODE OF F I, �r F WASTE LINE PROVIDE HURRICANE STRAPPING 1 L > BOX OUT PORCH HEADER TO COVER "s> S NEW YORK STATE THE TOP OF THE COLUMNS. VIF I_J IN ACCORDANCE WITH THE R s 8" PROVIDE SOLID BLOCKING 2020 RESIDENTIAL CODE OF $ TJF L) 1-3 4" x 9-t/2" N 1" BENEATH ALL BEARING POINTS. NEW YORK STATE SET: ISSULD FOR: DAIL: ERS ALL HEADER, APE TO BE A D LVL HEADER - E SPECREFEIFICATIONS ICAT ONS TO UFORTBLOCKING (2)lj/"X 9i7' LVL U"!LESS AT JOIST WEB. ALL HEADERS ARE TO BE OTHERWISE P!UTED 12" DIA. HB&G PERMACAST 12" DIA. HB&G PERMACAST 3 " I " r COLUMNS (SMOOTH) WOOD FRAMED PORCH COLUMNS (SMOOTH) (2TY4 X 9/ LVL UNLESS AND STEPS OTHERWISE NOTED NOTE: PROVIDE FIRE FREAKS AS 'ER NOTE: PROVIDE FIRE BREAKS THE i020 RESIDEIITIAL CODE OF 2'-8" 2'-8" AS PER SEAL: DATE: NEW YORK STATE 2„ -4" 1'-4" 1'-4" -4 2" THE 2020 MAY 05, 2022 13'-4" 19' 14' RESIDENTIAL CODE OF PROJECT N0: NEW YORK STATE _ 1" - 3" P F f,CL O 1128-2022 3 104 -14 -12 -82 15' 104 7 74 �� '' 0 Ay DRAWN BY: BDK a 3' 6'-4" 7'-2" 7'-2" 8'-6' — 15' 8'-6" y ♦ CHECKED BY: NUMBER: 05 FIRST FLOOR PLAN NOTE: ? � ssk 1 b 6 1) ALL HEADERS TO BE (2)14"x 9J" LVL HEADERS DUB NUMBER: OF PROVIDE SOLID BLOCKING UNLESS OTHERWISE NOTED BENEATH ALL BEARING POINTS. REFER TO MANUFACTURERS 2) PROVIDE (2)14"X11A" LVL JOISTS BENEATH ALL SPECIFICATIONS FOR BLOCKING WALL RUNNING PARALLEL ABOVE AT JOIST WEB. /%%� .. f,; /,. ';• .¢fin ./'. 3' 58'-10 -98 —3 2' 8" 7" 2'-33" 11'-01" 5,_613„ 7'-103" 5'_613" 14'-1" 10'-81" 16, , 4 4 16 8 16 4 16 � ,� � 5'-94" —5'-22" 2, _02" _02" _88" 5,_48" 5,_48 I } KEHL DESIGN ASSOCIATES LLC 2'-72" 29'-42" residential & commercial design o consulting t R 12'-24" 7,_62„ 12'-24" PO.Box 1675 phone: (6311 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net I I _ Kehl Design_ Associates,LLC o formerly D A K Associntes,LLC I OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the I A I I I E I I I G I ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, -= LLC. No part thereof shall be copied, disclosed others or d in with any work C or project other ethan for connection they have been ` �� prepared without written consent. I I I I �21 x � \JI 3" I I I I I 12'-24" 7'- 2" 12'-24 REV: SE'COND FLOOR WINDOWS 1 1� ��0/ SIN \T� "\ ARE TO BE SET 07-07-24 ti t^ wall1 AT 6'-8-1/2" AFF L un 9'-1 -------- 5 +° 2 8 16" oc CEILING J ISTS lL ti 6 /�i �\\ -- ------ ------------------�-------------------------------- -----------------,----------------- - `�, H NG ROM RIDGE @ 0'-6" i� �� H i 3046 _ 3 46 SHED DORMER WALLS '� \` ' - -- -_ARE TO-BE BUILT--------C------ --J \� ----------------------- --- c7N -71 2'-10" 2' -0 1" \ / rt-- -,D �} 2x10 Rafters 72 -- I ON (3) 2x8 RAFTERS iu 2 10 Rafters Shelves �D Open Beneath I � 51# 52" (LI I 32" I 51" 51�, riles 7'-6" WALL riles -6\WALL / I 2 21 I 7'-6" WALLCD HIV ` I I I cn �Ku 3"SM - - I 3" M "SM 7, �� 7'-4 allI 5' (U un 28310 28310 N u� 3 28310 8 0 e ^uv M F� in I L �Id AW281 V3 SMAW281 v 5- ()IV —1� � 3 1 x 5 LVL Hdr. li I I 13'-33" 2 i i WORK NOTES: (2) 14"x 54" LVL Hdr. e ( ) �" �' 1 1 I I ^Inl 4 (2) 1,"x 5�" LVL Hdr. 4 " I 52" 1" e I — ; 10 �i 5� M l0'-63" 51° MASTER BEDROOM 1 1 52 52 ()Id ml� I 4 2 347 SgFt 52" 13'-62 IT- 51" N - 1 i. �' I ' I o 2 w 94" N � I I c i D AI� "I I SIN i� °' WALK-IN I I 33 _ , �I(ll CLOSET —IN - +—CC U MASTER T n' MASTER 8„ Mill-� � � 437r WC 00 �' I C SITTING ROOM U �� ° BEDROOM � 1 ](DN M0 o OFFICE < � LD~ SITTING N 2680 �� L iL� B 189 S Ft o 0- 7 �_� o� ROOM OFFICE Q riv I I — (2) 1 rx 7a L Hdr. 2880 M� S/p J 223 SgFt 9'-1 g" wall 9'-14" Wall 00 Of J 18'-1" O 51' zLJ o Cl) c�ld o Z 5'-9" -7" 5'-9" 2 = 1 1 I 4 x S/D U a 3-" 3-" (U HALL n I 01i I I N _ (2 a VIE. Hdr. 0 2 2 1 I� mo r, 00 TD N a 3'-6" 3'-4" x -12" I ®� I I I u = 5'-51" 3'-4" 3'-6" 5080DD �. 5080DD 50801)D i �" 0, cn 2 S/D X J rile 32" 32" '"M N �U M I I CD 2680 2 �u 2 ~IN 1m 9'-1g" Wall 9'-1 J" Wall M 26'-11" < 31" I STEP 3-" —I — ) 14 x 7 (2) 1 4 LVL Hdr. N I x m u--------� * .SIN VL Hdr. � 2x8-16" cc HUNG FROM RIDGE @ 9'-1-1/8" 2680 N 'IR CEILING JOISTS 0 I 0 24HVAC41' C" S/D 2" x 32' 1 I(LJ Atti° (2) 14"x 7J" LVL Hdr " Ir 1" I MASTER BEDROOM 4080 DBL DR 268 `�- M RETURN M Acc's: 5080 DBL DOOR 14'-4" 52 1 1„ �„ �uu(2) 14"x J" _I LINT. Q WALK-IN I I(U ( ) 14„ 4 (2) 14"x 74 LVL Hdr. M LVL Hdr `D CL Ivr.IN t I 782 SgFt 52" N .-SIN M VL r. 2680 CL. i rt 0 CLOSET I� r' IN 2680 °` o LIN. _I �� M I 00 �� Imo`• M I oo 2 1 x 7 <v x= O In ( 98 9 94 98 I PROJECT: 9'-88" Wall X Co I L r. 11" I x 1" o 5 'PLUMBING .-.J N ('� `j2" 52" ('') 2 I I I T IN HIV (2) 14"x 5�" LVL Hdr. I I ~ nLn CDI 3'-92" 11'-0" Wall AW2E1 v AW281 v CD � , 1„ m v I 04 BATHROOM1 ° 5z" s D BATHROOM Lr�" 7 _4 " Wall M CD TI LE �I o� o o v— c7 0 co TILE 2'-10 MASTER BEDROOM _ CORDER OF —3'-51" 2x10 Rafters I 2x10 Rafters " Cq, Open Beneath MI �- _ " P I I Open Beneath c7 4 ° 236 SgFt , 5� 63" - -I -----�--------- I - 98 NORTH SEA DRIVE } 2 c7iv 3 m 10'-63' AN M L U 4 M - I AND GREEN�1►AY BEST ^� �„ Nl� I 52 aci I I I ----------3046-3"SM.-3046 3„SM. 3046 2 1 x 5 LVL Hdr. 2 1 "x S " LVL Hdr. 1" �I �- ---------------------- ------------------------------------------ Li z ORIENT, NY -IN 28310 28310 e 51" 4,_61" 31" . I G SCTM#1000-15-01-25 f r�Iv rn 7'-6" WALL 3"SM � 2 2 2 ; I i -2x8-16" cc HUNG FROM RIDGE @ 10'-6" 7'-6" WALL CEILING JOISTS -64" PROVIDE HURRICANE STRAPPlr,G I DRAWING TITLE: SHED DORMERWALLS 'IN 13'-3" SHED DORMER WALLS I IH ACCORDANCE WITH THE -------ARE-TQ-BE- PIJI�T--------- m 1 I I I I I 2020 RESIDENTIAL CODE OF t ON (3) 2x8 RAFTERS IN 2 ON (3) x10 RAFTERS I NEW YORK, STATE SECOND FLOOR PLAN 5-" t F 52" N F �' ALL HEADERS ARE TO BE AND ROOF PLAN P v 2"— -IN (2)1 4 X 9/ LVL UNLESS -88" Wall OTHERWISE NOTED 9'-8g�" Wall pI(LJ I I I I 'StT: ISSUED FOR: DATE: A21v (2) 1-3/4" x 9-1/2" LVL HDR A21v I t Ln TWT30111 3"SM TWT30111 I NOTE: PROVIDE FIRE BREAKS I PROVIDE 2x4 FR MED SOFFIT AS PER } I I 3" SM Horizontal ((2)14"x 54") LVL I RESIDENTIAL 202ODE OF 3046 3"SM 3046 FROM 10'-6" CEILING HEIGHT Vertical Mullion to be (2) 12"X 52" TO 9'-1 1/8" CE LING HEIGHT NEW YORK,, STATE PF'C�'I'E H!JPRICA^,E Si�APPIHG Versa-Stud or Equal r, Acccr'DANCE VITH THE A .,I 202" RESIDENTIAL CODE OF SEAL: DAI E: NEW PORK STATE MAY 05, 2022 5'_21„ 3,_31" _21" G,_21" 3,_31 5,_21" 5,_93" 5'_41" 5'_41" 16' 16' -- _.. PROJECT NO: j 8 8 1 128-2022 AIL HEADERS ARE TO BE 4 2 2 2 2 2 2 4 "��' �� -� DRAWN BY: (2)13a„� 9i1 EVL UIIiESS 2'-33' 11 -01" 19' 11'-04" _114" _98" 10'-84" _98"OTHERWISE N TED 4 4 s► �' I 4 CHECKED BY: N� �_ PRO'",_ FIRE BREAKS 46'-4" 14'-4" 32' r b'a a,-� PER �' — S EI NUMBER: , p 4- THL 2020 1 >DEN TI I CODE OF SECOND FLOOR PLAN NOTE: O ~ —' F��, Al 03 I,E�v Y�;RK STATE t�" 1 1) ALL HEADERS TO BE (2)14"x 9�" LVL HEADERS UNLESS OTHERWISE NOTED © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization 2) PROVIDE (2)14"X117" LVL JOISTS BENEATH ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DOB NUMBER: of WALL RUNNING PARALLEL ABOVE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such Rio KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. I - v l � ��a� r1 it: I IJL LJ �• uu KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting P0.Box 1675 phone: (631�433-903� Southold,New York 11971 E Mail: ssbIn a op fonline.nei I I � I II i �1J I i l l i l !yL 1 t L 1_ 1 L_ 11 l l__l\.---U 1llJJ\J�_,,1l1L1 li ' ll_ I i JJ_II J I�ILW lI 1J ll l-I [ 1J i 1 1 l l_l L1 J Kehl DPsinn Associates,LLC o formerly D A K Associates,LLC I � r,.I_lll �l L J111JI�-Ll -1 I J 1 LJ 1 W�LJ_Li L 1 11J 1. 1��1_ J11 ll.1L L �L JLJ� OWNERSHIP & USE OF DOCUMENTS: U j'lj_ UL ' -1-' �= 11 ll Jl -ti �_ \TJJ\ - -,1 - _ ` �1L1`i I�J L I JJ I I I I WJ-1Ji01 �� I uJ1 I 1, ll_ ALL: LJ� LLJJ L;� 1L1_ _Il_1Z I I-� - I I I I I \ These drawings and specifications Including the I,_��J�)-1I 1 I I, i J-IJ-�J-�-�� _!J I:_!I I' I' J1 II I II L11 II 01- �l� ideas, design and arrangements represented �LI _1 JL _ I_I i ,� I� 1 I LLI_ ' 1LLl� 111J 1 LL therein, are the property of D.A.K. ASSOCIATES, II_Il-1 L. I-�'I- I J J L J 1\\LJ l�I LI 1 P P Y JLLJL J�'''I I -11 I: I�__1, LI �J�III \L_ LLC. No part thereof shall be copied, disclosed \1��LJ__1J�L�\1L I LJ _I LI �f_J\L� to others or used in connection with any work 11--[Ul li !Ll iLLILLI I iLLiL or project other than for which they have been ILI'-I-LLLJL-i prepared without written consent. 111.11i Li LLildi-I Lttj i ULll1 _I-II 1I -ILL-!11 JL I'_J1 II_JJ-U-I'I_,'I_ I 1 11 L I - LLLL II L_U__ I I11 MJJ LL_L_- 1 i1J\J1 1 ILI IJI_I1 J 1 I 'I I:-I:J I_ Jl Ll EllL REV: J1 11j -, �J_1J_11 J1.1J-JL! LJ1II II I�III I_L\�J.J�L I�1�J�I. - li 07-07-24 1W_IIJWl11 JJJ II.1L Il �� II IJl U IlJ\ I ILI �1 II II II L II �ILJ)J11 1- - LL- J LJ1J_111W1:- 'J L JLLI'_I I_ J I 1_JJ_ El I_JllL1,Ll1_JJ_! I I.1 L LU � II I I n 11 I I II III n II LI LI LJ 1:-] I II J IJ I'I.�LLu L L-LJ I�LW\uIJL_ulJll ll I aJ-1_L LI LI r l_ I �W - i l 1_1 'I. LL 1 I 11 L] :1-Li !1_ J L 1L I LJLli L LJ _� 1\_ L-il_11 L-1 L - 1-' \lllllA 1 J I!L1L1 ll I L i 11. .-. !! 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LJ I11.-L_LI_ll_J Ul LLJIJLLW_1: J1_ 1_ l_ll_1LJ'1Iu1D IJ_ -1W_111111J L_ll-- lW. ®® _I JWI 1L11_I W-�_.: 1LJi1ll0J11\LLLJJ_J\11 JJ1111_'I LJ11L J 1J11J JJ\1L , I l LI_II�1J 1_JJ ll-1 L J\11LILJ LI I i-L UL I L l \Ll I JIJJJJLJ�1lLJ1 Ill_ L 1 LliLLL11J a\1i11 L-t-,'-U ; I i�lll_U I i i I I ILLL I ULLi I ll J '1JJIJ1-1!JL�LEI '_J111_I I1 I �1 LI L,_ I i J 1_1JJJ_J I I I I I I I JJ�J I I I I J-�-L-I-IL 11 LI 1J ll-II ll-1J-J!_'UJIJ_1-LI Ill JJ nJ-M _ -L-LI 11 _L 11J-I�l 29 FRONT ELEVATION PROJECT: P IAl 1 "1713" 11 L1ll1 Illl\J L1J1L LlJ1�.I.11 ]I LiLL II J1ll WJ >/>/T`r � NORTH SEA DRIVE L I LuuJ �LUJ �11 II L• J Il \ AND GREENWAY 1FIEST -- LLII_u-1 I I lJ ORIENT, NY SCTM#1000-15-01-25 a �� -- � ll-1LI1_LLILIJ- i-I-, - �1 L �J SECOND FLOOR PLAN LI 0 ll1 = - L LLu�JJI - AND ROOF PLAN i r ' - Li 1 _LUJ 1 -L 1 -, - -I r I r �_ 1 II u I I I N LJ II lJ IJ II u I , I , L J1 I i I I I 1�, �_L I I L i ff�g — J IvyllJll -T SET: ISSUEU FUR: UA•IL,.. J l � � y f - , . �� I I I ITIliI 1- - r I - -Li I 1-1-L 11 1 1 H I I li 11 1 YATY1 - - - - - - ! T-L- I rr - ' -� Lr- �- -- I_:-�-I-- I __ _ `SEAL: DATE: r T 7=1 F= � PROJECT NO: �`�-I I I �-_ tr � � � � J _ --�'`_� 1128-2022 ® �. l t rr( i 4 I _ 'L K BY: I DRAWN 0 0 IT�, 1Cf CHECKED BY: 1 Ll L.E LL- ' r7 F=7 F=7 SHLEi NUMBER: A201 REAR ELEVATION '�EssioN� a DOB NUMBLR: OF Y pt 7 j; I I I �l�I l KEHL DESIGN ASSOCIATES ►>c W _i iA�LI I esidential & commercial design o consulting I 11-1-J Imo!-1L- ll--LLJ�11 II � IJ II N L I LLIJ I _11 I 1�11ll1 � LLLL _ I L1LJ PO.Box 1675 phone: (631 433-9084 I Southold,New York 11971 E-Mail ssbn650oplonline.nel LLLIE L L�L1W ! 11J1 u 11 LLIKehl Design Associates,LLC o formerly D A K Associates,LLC I OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. 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. I i REV: LLI LY FM I E I L i WORK NOTES: Ll I LILL_ I I I I I 1 141 q I I I I I I I I � r L LEFT ELEVATION f L I_ll I I L L�11L�1 l l I PROJECT: -I �LTI.�L J LLLULIJ I I III �W�Ill 11LI I111 11JJ I1 11- L1.11J1LL1WJ1�� INT 0 �z 1 fk� D LI 111 11 1111 1 11111 11- - 11 L I iu Li tEzt "S I D , d 1-111; L1Ll II ll I I I I�—W � L< CORNER OF 1L NORTH SEA DRIVE AND GREENWAY LEST ORIENT, NY SCTM#1000-15-01-25 t DRAWING TITLE: � a I SECOND FLOOR PLAN 000 LIM Lw AND ROOF PLAN UJ_L_L—L SET: ISSUED FOR: DATE: R R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE gg t R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE � x ('ONSTRUCTED TO 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 ILL==iSEAL: DALE: IN ACCORDANCE W TH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM MAY 05, 2022 THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE - TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING PROJECT NO: ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS i PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF 1 1128-2022 THIS SECTION. �c, \ f y� DRAWN BY: CON R301.1.1 ALTERNATE PROVISIONS � o�� fir, �Oy * CHECKED BY: AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING J, � 1 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND I IT THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH l; SNEEi NUMBER: 'L THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. A202 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) RIGHT ELEVATION � OFESS��P 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT F 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DOB NUMBER: O WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction, PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. J 1 "X11 LVL RIDGE 12 1_D- 10 2x12 RIDGE 12 2x6 2x / 2X4 oc 3/8" BOLTS 2x4-16" oc 10 HL DESIGN ASSOCIATES [,Lc resid�nhal & commercial design o consulting STRONG BACK ARCHITECTURAL GRADE ROOF SHINGLE IDGE POSTS ICE & WATERSHEILD 3/8" BOLTS 2 8-16" oc � P0.Box 1615 phone: �631)433-9084 ARCHITECTURAL GRADE ROOF SHING_E CDX EXT. ROOF SHEATHING _ RP �� R 44 INSULA ON ICE & WATERSHEILD CDX EXT. ROOF SHEATHING ZR-30 2x10-16" oc RAFTERS �� Southold,New York 11911 E-Mail: ssbn654?optonline.net 10 2x6/2x4 UNFACED g+ STRONG BACK"-1 Kehl Design Assnciates,LLC otormr-rly D A K Associates,LLC 2x10-16" oc RAFTERS BEDROOM INSULATION CLOSET 2x12 LEDGER / HOUSE BEAM 1116" oc , I07 ARCHITECTURAL GRADE ROOF SHINGLE OWNERSHIP & USE OF DOCUMENTS: � R-30 PROVIDE FIRE BLOCKING ICE & WATERSHEILD UNFACED These drawings and specifications including the Plywood 4" CDX ideas, design and arrangements represented R-44 INSULATION ° R-44 INSULATION R" CDX EXT. ROOF SHEATHING 8" FASCIA kl 8 riles therein, are the property of D.A.K. ASSOCIATES, R-21 INSULATION 2x10-16" oc RAFTER 12 VENTED SOFFIT (SEE DETAIL) R-44 INSULATION M LLC. No part thereof shall be copied, disclosed I to others or used in connection with any work " CDX SUB FLOOR WINDOW HDR HEIGHT IN MEDIA ROOM or project other than for which they have been o0l MEDIA prepared without written consent. TJ1230 x 9-1/2" - 12 oc 8" FASCIA DOUBLE 2x6 PLATE 2x6-16" oc WALL STUDS _ Imo` a ROOM 1J"x11A" LVL B ams MASTER 100 BED O R 91 / R-21 INSULATION h SIT ING 07-07-24 8" FASCIA - 12 VENTED SOFFIT SEE DETAIL "CDX SHEATHING — 00 ~i m�� fl REV: ( ) BLUESKIN HOUSEWRAP o� o k 12 VENTED SOFFIT (SEE DETAIL) DOUBLE 2x6 PLATE /(3) 1-3/4" x 9-1/2" LVL 18" NU CEDAR SIDING (6" EXP) - i ROOM OFFICE DOUBLE 2x6 PLATE INSULATION /R-30 2x6-16" oc WALL STUDS FLUSH HEADER 1� FIRE BLOCKING 2 CDX Plywood 2x6-16" oc WALL STUDS INSULATION INSULATION J" OSB SHEATHING "CDX SHEATHING BLUESKIN HOUSEWRAP R-21 INSULATION 4; CDX SUB FLOOR �1v MASTER BATHROOM 18" NU CEDAR SIDING (6" EXP) - " CDX SUB FLOOR See Bea Above G BLUESKIN HOUSEN/RAP R-21 INSULATION 18" NU CEDAR SIDING (6" EXP) - '10e PROVIDE FIRE BLOCKING FIRE BLOCKING FIRE BLOCKING _ MASTER BEDROOM I Al CLOSET 2x4 PLATE MASTER BEDROOM Raise Floor Platforms " CDX SUB FLOOR TJ1560 x 11 - 12 oc 2x6 PLATE oP,U_1_�IV x _LCXJUx U " CDX SUB FLOOR R-30 INSULATION TJ1230 x 9-1/2" - 12" oc Foyer Ceil ng 4" CDX SUB FLOOR R-21 INSULATION BERNG R-30 INSULATION (4)1-3/4 x 9�" R-30 INSULATION (AS/PERFIMFGS SPOECS.)RIM BOARD LVL GIRDER 7 t N 1-1/8" FIBERSTRONG RIM BOARD - — s o'er °o TJ1560 x 11-7 8' - 16" oc r.IN 2x6 CCA SILL WORK NOTES: �_ KITCHEN N / TERMITE SHIELD - SILL SEAL GREAT ROOM a' ao= . t0 OJ •-- 1 Tall EH D p� of`p I (AS PER MFG. SPECS.) c 2x6 CCA SILL `* R-19 INSULATION TERMITE SHIELD -- SILL SEAL l g"x18" ANCHOR BOLTS MAX. 32"oc. o o o- �'—()lV o `~0 2x6 PLATE U U °o UUi U =o "x1 #5 VERTICAL REBAR 4'-0"oc.8" ANCHOR BOLTS MAX. 32"oc. (6)#5 Rebar w/ r. 4" o CW15R (6)#3 Rebar StirruD CW15L :i CW15R CW15L CDX SUB FLOOR #5 VERTICAL REBAR 4'-O"oc. Spaced Equally r-10J (2)#5 HORIZONTAL REBAR 36"oc. 4' BOX TUBE STEEL COL. I M m BASEMENT 0 DAMP PROOFING (2)#5 HORIZONTAL. REBAR 36"oc. W/ 12"X12"Xg" BASE PLATE co "11 1-1/8" FIBERSTRONG RIM BOARD " AS PER MFG. SPECS.) AJS 10 x 11-7/8" - 16" oc AND 7"x8"x TOP PLATE 10' P. C. FOUNDATION WALL LAGGED TO GIRDER (2)1-3/4 x 9�" LVL GIRDER DAMP PROOFING - —1nJ ON 2x6 CCA SILL 4" PC SLAB 2x4 KEY WAY � 3'-6" x 3'-6" x 1'-0" TERMITE SHIELD - SILL SEAL 10" P. C. FOUNDATION WALL co CONCRETE FOOTING W/ 24" x 10" CONCRETE FOOTING R-30 INSULATION 2x4 KEY WAY — (5)#S REBAR E.W. 3'-0" BELOW FINAL GRADE. (TYP.) "x18" ANCHOR BOLTS MAX. 32"oc. BASEMENT WITH (4)#5 REBAR L.W. AND #5 24" x 10" CONCRETE FOOTING �� REBAR S.W. AT 2'oc. sN 3'-0" BELOW FINAL GRADE. (TYP.) CROSS SECTION B #5 VERTICAL REBAR 4'-0"oc. WITH 4)#5 REBAR L.W. AND #5 4" BOX TUBE STEEL COL. m REBAR S.W. AT 2'oc. W/ 12"X12"XJ" BASE PLATE � CROSSSECTION A (2)#s HORIZONTAL REBAR 36"oc. AND 7"x8"xj" TOP PLATE DAMP PROOFING LAGGED TO GIRDER ON 4" PC SLAB d 2'-0" x 2'-0" x V-0" 10" P. C. FOUNDATION WALL — CONCRETE FOOTING W/ 14"X11�" LVL RIDGE (4)##5 REBAR E.W. 12 12 24" x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) 25 YR. ARCHITECTURAL GRADE ROOF SHINGLE 4$..+/- 2x4-32" oc 4 ,+/- WITH (4)#5 REBAR L.W. AND #5 15#,� FELT 2x6 / 2X4 3/8" BOLTS REBAR S.W. AT 2'oc. CROSS SECTION STRONG BACK C PROJECT: CDX EXT. ROOF SHEATHING 2x10-16 oc RAFTERS— HURRICANE CLIP - 2x8-16" oc D 8" FASCIA R-42 R-42 INSULATION ZR-30 R �, UNFACED INSULATION R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE e'er "^^* t t ---- 8" VENTED SOFFIT (SEE DETAIL) r1� INSULATION DOUBLE 2 x 6 TOP PLATE BEDROOM CLOSET (3) 1-3/4" x 9-1/2" LVL HEADER R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE PROVIDE FIRE BLOCKING SINGLE 2 x 6 BOTTOM PLATE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, CORNER OF { 74" 11 1 ' 3� 00 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS i R-42 INSULATION 2 -74 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES NORTH SEA DRIVE (2) 1-3/4" x 9-1/2" LVL HDR a IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM R-21 INSULATION 12 N`0 THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE AND GREENWAY IIVEST I NOTE: (3) 2x10 RAFTER ON EACH SIDE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING 9 OF SHED DORMER SUPPORTING 10 I o ORIENT NY GIRDER R- 1 INSULATI N 4" CDX SUB FLOOR � � ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS , -- PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS of SCTM#1000-15-01-25 THIS SECTION. TJ1230 x 9-1 2 - 12 oc uim R301.1.1 ALTERNATE PROVISIONS 'DRAWING TITLE: 8" FASCIA - of Ln100 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING 12 VENTED SOFFIT (SEE DETAIL) N STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND DOUBLE 2x6 PLATE ZR-30 ZR-30 c� THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SECOND FLOOR PLAN 2x4-16" oc WALL STUDS INSULATION INSULATION THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF l" CDX SHEATHING PROVIDE HURRICANE STRAPPING NEW YORK STATE. AND ROOF PLAN 15" FELT R-21 INSULATION MASTER BATHROOM IN ACCORDANCE WITH THE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 18" NU CEDAR SIDING 6" EXP - .=100 OUBLE 2 x 6 TOP PLATE 2020 RESIDENTIAL CODE OF ( ) MASTER BEDROOM WI CLOSET PROVIDE FIRE BLOCKING 3 1-3 4" x 9-1 2" LVL HEADER NEW YORK STATE 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FIRE BLOCKING— ( ) / / FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) SET: ISSUED FOR: DATE: =4 2x6 PLATE SINGLE 2 x 6 BOTTOM PLATE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ALL HEADERS ARE TO BE (2)13/"X 9%" LVL UNLESS OTHERWISE NOTED CD 4" CDX SUB FLOOR I 52� NOTE: PROVIDE FIRE BREAKS AS PER _ 1-1/8" FIBER'STROrJG RIM BOARD TJ1560 x 11-7/8" - 16' oc THE 2020 SEAL: DATE: a (AS PER MFG. SPECS.) RESIDENTIAL CODE OF MAY 05, 2022 2x6 CCA SILL (4)14"x 93" NEW YORK STATE PROJECT NO: T TERMITE SHIELD - SILL SEAL LVL GIRDER t 0 Igrj` ®® R-30 INSULATION ��-�+ 0 0 1128-2022 R-30 INSULATION \\�� N�j �� DRAWN BY: 11 J"x18" ANCHOR BOLTS MAX. 32" oc BASEMENT 6x'ADE * �� - pr ;1 5 VERTICAL REBAR 4'-0"oc, 7, 1 * E CHECKED BY:# CL- 4" BOX TUBE STEEL COL. t b (2)#5 HORIZONTAL REBAR 36"oc. W/ 12"X12"XJ" BASE PLATE 00 \ ___. r 'SHEET NUMBER: AND 7"x8"xj" TOP PLATE Q 051684- �V DAMP PROOFING — LAGGED TO GIRDER 4 k 4" PC SLAB '- A301 3'-6" x 3'-6" x 1'-0" 10" P.C. FOUNDATION WALL CONCRETE FOOTING W/ 2x4 KEY WAY (5)#f5 REBAR E.W. GREAT ROOM WAS D E T A I © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: of "— „ PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 24" x 10" CONCRETE FOOTING SCALE: 1 /4 = 1 —0 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 3'-0" BELOW FINAL. GRADE. (TYP.) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such WITH (4)#5 REBAR L.W. AND #5 KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. CROSS SECT I 0 N D PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE, REBAR S.W. AT 2'oc. } S s , Ell Ali 1 rf N � _E IZ__� _ _ r ;1111 I � I --- y s i- l KEHL DESIGN ASSOCIATES LIT 12 1 "X11 " LVL RIDGE 12 residential & commercial design o consulting 4A"+/-F �4A"+/- 'ROjID ACCORDANCE EWTH THE ING ARCHITECTURAL GRADE ROOF SHINGLE 2x4-32" oc 2020 RESIDENTIAL CODE OF NEW YORK STATE ICE & WATERSHEILD 2x6 / 2X4 3/8" BOLTS , phone:Southold,Newyork 11911 E Mail: sbn654( oPlltonlne.0n4 STRONG BACK 1 " CDX EXT. ROOF SHEATHING "X11 LVL RIDGE 12 ALL HEADERS ARE TO BE ef a " R-42_ INSULATION 10 Z x 2x10-16" oc RAFTERS (2)I/X 9/" LVL UNLESS 2x8-16' oc OTHERWSE NOTED Kehl Design Associates,LLC o formerly D A K Associates,LI C ARCHITECTURAL GRADE ROOF SHINGLE OWNERSHIP & USE OF DOCUMENTS: 8" FASCIA �R-42 R-42 � NOTE: PROVIDE FIRE BREAKS ICE & WATERSHEILD �� INS42 /R-30 RIGID AS PER �PF These drawings and specifications including the 8" VENTED SOFFIT (SEE DETAIL) } UNFACED INSULATION THE 2020 g" CDX EXT. ROOF SHEATHING o° ideas, design and arrangements represented INSULATION) 12 16 2x4-32" oc 3 8" BOLTS RESIDENTIAL CODE OF � RIDGE POSTS / therein, are the property of D.A.K. ASSOCIATES, HURRICANE CLIP CLOSET 10 NEW YORK STATE 2x10-16" oc RAFTERS +10 2xRONx4 LLC, No part thereof shall be copied, disclosed BEDROOM `L STRONG BACK to others or used in connection with any work a R-42 a 3, or project prepared without writtch they en consent have been -2'-73" ^+ID slog �I) -74 2x8-16" oc P P 4 o INSULATION I o (2) 1-3/4" x 9-1/2" LVL HDR ^ I _ NOTE: (3) 2x10 RAFTER ON EACH SIDE R-13 INSULATION 30 8" FASCIA UNFA ED REV: OF SHED DORMER SUPPORTING 'IL1 in R-30 INSULATION 07-07-24 GIRDER � VENTED12 SOFFIT (SEE DETAIL) INSULATION Ll DOUBLE 2x4 PLATE ON TJI230 x 9-1 2 - 12 oc TJI230 x 9-1/2" - 12" oc 2x6-16" oc WALL STUDS BEDROOM STUDY 8" FASCIA - J"CDX SHEATHING 12 VENTED SOFFIT SEE DETAIL BLUESKIN HOUSEWRAP _ ( ) 18" NU CEDAR SIDING (6" EXP) INSU alto �� DOUBLE 2x6 PLATE /R-30 /R-30 INSULATICS{� 2x6-16" oc WALL STUDS INSULATION INSULATION FIRE BLOCKING C-)gs"CDX SHEATHING 11'-12 -6" w BLUESKIN HOUSEWRAP R-21 INSULATION KITCHEN DINETTE AREA Ln 18" NU CEDAR SIDING (6" EXP) DEN MEDIA ROOM �i00 PROVIDE FIRE BLOCKING 2x6 PLATE 4" CDX SUB FLOOR COW FIRE BLOCKING - 2x6 PLATE 0 1-1/8" FIBERSTRONG RIM BOARD J1230 x 9-1/2" - oc WORK NOTES: (AS PER MFG. SPECS.) CDX SUB FLOOR TJ1230 x 9-1/2" - 12" oc 1-1/8" FIBERSTRONG RIM BOARD TJ1560 x 11-7/8" - 16" oc (AS PER MFG. SPECS.) 2x6 CCA SILL (4)1-3/4 x 9�" LVL GIRDER r.l� TERMITE SHIELD - SILL SEAL R-30 INSULATION R-30 INSULATION J"x18" ANCHOR BOLTS MAX. 32" oc BASEMENT a BASEMENT 5/4" x 6" TREX DECKING 4" BOX TUBE STEEL COL. I C W/ 12"X12"Xj" BASE PLATE AND 7"x8%j" TOP PLATE DAMP PROOFING 4" PC SLAB LAGGED ON LAGGED GIRDER 10" P.C. FOUNDATION WALL 3'-6" x 3'-6" x V-0" 2x6-16 oc CCA CONCRETE FOOTING W/ 2x4 KEY WAY (5)#5 REBAR E.W. 24" x 10" CONCRETE FOOTING (3) 2x8 GIRDER - CCA 3'-0" BELOW FINAL GRADE. (TYP.) ANCHOR 2x2 LEDGER - CCA ( )# CROSS SECTION E BOLTS WITH 4 5 REBAR L.W. AND 5 REBAR S.W. AT 2'oc. NOTE: HEIGHT OF FRONT PORCH FOUNDATION PIERS ARE TO BE 7-1/2" LOWER THAN HOUSE FOUNDATION PROJECT: F17 w f CROSS SECTION F E D E CORNER OF R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE NORTH SEA DRIVE R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE AND GREENWAY WEST CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS ORIENT, NY PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES SCTM#1000-15-01-25 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 PROVIDE HURRICANE STRAPP!IIC TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING DRAWING 11TLE: T s IN ACCOROAH�E WITH THE ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 2020 PESIrFNTIAL CC^E OF PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF NEW YORK STATE THIS SECTION. ¢ SECOND FLOOR PLAN I R301.1.1 ALTERNATE PROVISIONS AU HEAL::=RS ARE TO BE AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING AND ROOF PLAN (2)l3,a"X 9%" LVL UNLESS STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND e O'HERV�ISE NOTED THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF SET: ISSUED FUR: DAIE: NEW YORK STATE. N11E. PROV'DE FIRE BREA?S AS PER 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) TIIE 2020 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD PEST^�N IA! CODE OF FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) i NEW YORK STATE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) s i SEAL: DA I E: Ra MAY 05, 2022 PROJECT NO: �` ,1. �✓r 1 1 28-2022 •may' ,� �(�,y DRAWN BY: $ CHECKED BY: ` - _ o SHEET NUMBER: � b A 30 2 OFESSIO�� t © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DUB NUMBER: of " WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. R PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ARCHITECTURAL GRADE ROOF SHINGLE r 14"X11 LVL RIDGE /,/ ICE & WATERSHEILD ',,.r . R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE tIl CDX EXT. ROOF SHEATHING 4 "+/ PROVIDC HURRICANE RICANE STRAPPING :• ® " ' I ��'1 'Llu � � t �' IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE 2x10-16" cc RAFTER - - R-42 NEW YORK STATE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, INSULATION ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS KEHL DESIGN ASSOCIATES LLC 2 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES ,ISULATION R-30 ALL HEADERS ARE TO BE IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM INSULATI UNFACE N (2)1 4"X 9%" LVL UNLESS THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE residential x commerciaideign o conslltin� 12 VENTED SOFFIT (SEE DETAIL) DOUBLE 2x6 PLATE OTHERWISE NOTED TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 2x6-16" cc WALL STUDS � PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF PO.BOX161S phone: (6311433.9P WALK-IN SITTING ROOM 3'-0 WALK-IN 1"� NOTE: PROVIDE FIRE BREAKS THIS SECTION. ARCHITECTURAL GRADE ROOF SHINGLE CLOSET C CLOSET 4 AS PER Southold,New York 11971 E-Mail: ss1bn654@optonl'ne.ne' L ICE & WATERSHEILD I�' THE 2020 R301.1.1 ALTERNATE PROVISIONS RESIDENTIAL CODE OF AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING CDX EXT. ROOF SHEATHING R-21 INSULATION R-21 INSULATION NEW YORK STATE STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Kepi Design Associates,uC otormeriy o A K Associates,LLC 12 THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH OWNERSHIP & USE OF DOCUMENTS: 2x10-16" cc RAFTERSJ - - THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF -- 10 NEW YORK STATE. These drawings and specifications including the 1 AWC WOOD FRAMED CONSTRUCTION MANUAL WFCM ideas, design and arrangements represented 8" FASCIA K. ASSOCIATES, 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING) - PRESCRIPTIVE METHOD LLC.e1No part n, are hthereof es allrty b copied, disclosed 12 VENTED SOFFIT (SEE DETAIL) FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) to others or used in connection with any work DOUBLE 2x6 PLATE /R-30 /R-30 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) or project other than for which they have been 2x6-16" cc WALL STUDS INSULATION INSULATION prepared without written consent. 8" CDX SHEATHING BLUESKIN HOUSEWRAP R-21 INSULATION 18" NU CEDAR SIDING (6" EXP) LAUNDRY SHOWER BATH R-21 INSULATION REV: FIRE BLOCKING _ MUDROGM i CL_ 07-07-24 2x6 PLATE CD ROOM CDX SUB FLOOR 1-1/8" FIBERSTRONG RIM BOARD (AS PER MFG. SPECS.) TJ1560 x 11-7/8" - 16" cc 2x6 CCA SILL (4)1-3/4 x 9�" _�� TERMITE SHIELD - SILL SEAL LVL GIRDER R-30 INSULATION �t "x18" ANCHOR BOLTS MAX. 32" cc 3 8'-54" BASEMENT `;cu WORK NOTES: #5 VERTICAL REBAR 4'-0"oc. m 4" BOX TUBE STEEL COL. (2)#5 HORIZONTAL REBAR 36"oc. W/ 7"X12"XJ" BASE PLA1"E AND 7"x8"xi" TOP PLATE CD DAMP PROOFING LAGGED TO GIRDER ON 4" PC SLAB 3 04" 8" P. C. FOUNDATION WALL 3'-6" x 3'-6" x 1'-0" CONCRETE FOOTING W/ 2x4 KEY WAY (5)#5 REBAR E.W. x 24" x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) r 14' GOLF PIT o WITH (4)#5 REBAR L.W. AND #5 REBAR S.W. AT 2'oc. 4l' li'-4l' JZ'-42' CROSS SECTION G ARCHITECTURAL GRADE ROOF SHINGLE =IE'Y', CANE S?RAPPING ICE & WATERSHEILDR-42 INSULATION R-42 INSULATION fJCE WITH THENTIAL CODE OF 8 CDX EXT. ROOF SHEATHING (2)1-3/4 x 9 LVL HEADER RV. STATE 2x10-16" cc RAFTERS � [=(,)13/, " S AP.E TO BER-42 INSULATION 2x 16" oc R-42 INSULATION LVL UNLESS 2x8-16" cc SC IPC?ED 12 UNACED F R-30 � ROJECT: NOTE PROM f FIRE BBCAV.S 10� UNFACED _ 12 I SULATION AS PER �i� INSULATION - A F�! F�, I THE 2020 MASTER BATHROOM 10� 16 3'-0 3 " P,E 'DCIJTAL CODE OF R-42 INSULATION WC TILE NEW YORK, STATE 11 12'-S" R- E S.'r- 1; D . SHOWER 3 0P- C� E �o� o� �I� MASTER BEDROOM � � ^ R-21 INSULATION CLOSET CLOSET a" DX SUB FLOOR -04 - R-42 INSULATION 12 4" CDX SUB FLOOR R-42 INSULATION CORNER OF -7 " �10 1'-0 " NORTH SEA DRIVE R-21 INSULATION% F�L N , AND GREENWAY WEST TJ1560 x 16" - 12" cc TJ1560 x 16" - 12' cc 8" FASCIA TJ1560 x 16" - 12" cc TJ1560 x 16" - 12" cc -0�" ORIENT, NY R-30 INSULATION R-30 INSULATION R-30 INSULATION R-30 INSULATION 12 VENTED SOFFIT (SEE DETAIL) SCTM#1000-15-01-25 DOUBLE 2x4 PLATE — — — — - 2x6-16" cc WALL STUDS R-30 INSULATION R-30 INSULATION- R-30 INSULATION DRAWING TITLE: I "CDX SHEATHING BLUESKIN HOUSEWRAP R-21 INSULATION SECOND FLOOR PLAN g UY00 R-21 INSULATION I R-21 INSULATION 18" NU CEDAR SIDING (6" EXP) - i ° I GARAGE I FIRE BLOCKING R-21 INSULATION AND ROOF PLAN o I I GARAGE I I 2x6 PLATE SET: ISSUED FOR: DATE: } I I t J I 6" P.C. SLAB WITH I 6" P.C. SLAB WITH � VAPOR BARRIER AND VAPOR BARRIER AND 6x6 / 10/10 WWM i 6x6 / 10/10 WWM f R-30 INSULATION o 10" P. C. FOUNDATION WALL M1 f 8"x18" ANCHOR BOLTS MAX. 32' oc (2)#5 HORIZONTAL REBAR 36"oc. SEAL: DATE: J%18" ANCHOR BOLTS MAX. 32" cc # 5 VERTICAL REBAR 4'-0"oc. 2x4 KEY WAY MAY OS, 2022 BASEMENT #5 VERTICAL REBAR 4'-0"oc. PROJECT NO: s 24" x 10" CONCRETE FOOTING �m STEP FOOTINGS 3'-0" BELOW FINAL GRADE. (TYP.) „� 1128-2022 I I I I AS NECESSARY WITH (4)#5 REBAR L.W. AND #5 DRAWN BY: 10" P. C. FOUNDATION WALL REBAR S.W. AT 2'oc. '\� � 4" PC SLAB CHECKED BY: (2)#5 HORIZONTAL REBAR 36"oc. CROSS SECTION I ' " /* �G !, 3 -0 3 4 I I � _✓ « 1 _ r 2x4 KEY WAY CROSS SECTION H SHEET NUMBER: ¢ i F 1 V 4" PC SLAB � 24" x 10" CONCRETE FOOTING I • • I OA � <<� A302 GOLF PIT 3'-0" BELOW FINAL GRADE. (TYP.) WITH (4)#5 REBAR L.W. AND #5 ` REBAR S.W. AT 2'oc. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DOB NUMBER: OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. t PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. , 2 1/4" AZEK SOLID CROWN --- --- l 2 1/4" AZEK SOLID CROWN RAKE MOLDING KEHL DESIGN ASSOCIATES T residential & commercial design o consulting I x 8 AZEK RAKE BOARD I x 8 AZEK RAKE BOARD PO.BOX 1675 phone: (6311 433-9084 I X 4 AZEK FLY RAFTER SOFFIT Soufhold,NewYork 11971 E-Mail: ssbn654@optonline.net 2 I/4" AZEK SOLID CROWN P 2 1/4" AZEK SOLID CROWN FRIEZE MOLDING Kehl Design Associates,LLC o formerly D A K Associates,LLC I x 8 AZEK FASCIA BOARD `.OWNERSHIP' & USL OF UOCUMENiS: X 4 AZEK FRIEZE BOARD - - X 6 AZEK FRIEZE BOARD These drawings and specifications including the 5/4 x 3 SPRUCE PACKING ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, 2 I/4" AZEK SOLID CROWN FRIEZE LLC. No part thereof shall be copied, disclosed MOLDING RETURN to others or used in connection with any work I X 6 AZEK FRIEZE BOARD or project other than for which they have been I x 8 AZEK RAKE BOARD prepared without written consent. 2 1/4" AZEK SOLID CROWN 2 /4" AZEK SOLID CROWN I x 6 AZEK FRIEZE BOARD REV: 07-07-24 SHED DORMER FLY RAFTER DETAIL CORNICE DETAIL- SHED DORMER FASCIA DETAIL- (2)-2 X 6 TOP PLATE WHITE PVC COATED ALUMINUM DRIP CAP WHITE PVC COATED ALUMINUM DRIP CAP t— (2)-14" x 9'" LVL HEADER WORK NOTES: 2 X 6 SHOE UNDER HEADER ®_-- 2-I/4" AZEK SOLID CROWN HEAD MOLDING AND RETURN 2 6 2 2 5/4 X 4 AZEK HEAD PIECE 2 5/4 X 6 PINE HEAD PIECE _ f- s V' _ COZ U 6 6 2 6 w 5/4 X 4 AZEK CASING w = 5/4 X 4 AZEK CASING a, 0 CY w 0 � I o Z z 2 X6 - 16" OC. ( STUD ) o' 0 Of w I-- x w INTERIOR / EXTERIOR CORNER FRAMING DETAIL WINDOW CASING DETAIL 2X4SHOE A WINDOW AND DOOR HEADER DETAIL PROJECT: I X b #2 VJ CEDAR ( SIDING ) A N T 2 X 4 CCA HORIZONTAL MEMBERS F .E S I X 6 #2 VJ CEDAR ( SIDING IX 4 VJ #2 CEDAR CROSS MEMBER IX 4 VJ #2 CEDAR CROSS MEMBER CORNER OF 1 1 32"; 3' 3'-12"��-32" /HOUSE WALL HOUSE WALL I X 6 #2 VJ CEDAR ( SIDING ) NORTH SEA DRIVE AND GREENWAY NEST 4 (2) 2 x 4 CCA GIRDER SEAT ORIENT NY 40d �uu 2 X 4 - 12" OC. (FJ.) GRADE ; ri m 5/4 X 6 STK CEDAR f 4 X 4 CCA POSTS SCTM#1000-15-01-25 M M \ 4 X 4 CCA POST � 10" X 10" CONC. IX 4 VJ #2 CEDAR STILES AND RAILS DRAWING TITLE: r 7, 4 X 4 CCA POSTS 2'-0" X 6'-0" CEDAR . 2'-0" X 6'-0" PRE FORMED FOOTING IX 4 VJ #2 CEDAR STILES AND RAILS s ON 10" X 10" CONIC. FTG. DOUBLE DOOR CEDAR DOOR TRIM DETAILS AMD SHOWER FLOOR DIMENSIONS SHOWER FLOOR FRAMING PLAN SHOWER FLOOR PLAN SHOWER WALL SECTION CEDAR DOOR PLAN OUTDOOR SHOWER DETAILS CEDAR DOOR PROFILE SEf: ISSUED FUR: DATE: (y! i PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RES'DENTIAL CODE OF NCW YORK STATE R0_3. 1 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE a SEAL: DATE: R301,1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE ALL HEADERS ARE TO BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROVIDE HURRICANE STRAP'PI'IG ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS (2)1;"X WI LVL ESS MAY 2022 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE W9TH TH: OTHERWISE NOTTEDED PROJECT NO: IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM 2020 RESIDENTIAL CODE OF NEW PORK STATE 1 128-2022 THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING NOTE PROVIDE FIRE BREAKS , CO y�'Q DRAWN BY: AS PER /�. '�� HG � ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS ALL HEADERS ARE TO BE PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF 3 " (2)1/X 9/ LVL UNLESS THC 2020 ;ytr � 4,�` ��ti � CHECKED BY: THIS SECTION. OTHERWISE NOTED RESIDENTIAL VJ YDPK STATE F .: SHEET NUMBER: R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING NOTE: PROVIDE FIRE BREAKSiy STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND AS PER A303 THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THE 2020 THESE IAL STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF RESIDENT CODE OF NEW YO STATE. NEV.RESIDENTIAL STATE © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DOB NUMBER: OF — of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE agencies prior to construction. �.•.r FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) /401 00 1 > pj 1 r 2 X 6 - 16" OC. ( STUDS ) � 1 I X 8 PINE FASCIA BOARD �'' 4, 2 X 6 SHOE KEHL DESIGN ASSOCIATES Lt.0 f FROV7E HLrTICANE STRAPPING WHITE PVC ALUMINUM DRIP CAP residential & commercial design o consulting £ 'I ACCORDANCE N11TH THE 112" CDX J 2020 RESIDENTIAL CODE OF ( PACKING ON TOP NEW YORK STATE 5/4 X 6 PINE SKIRT BOARD OF (2) 2 X 8 HDR.) AP I X 2 PINE SOFFIT BOARD P0,Box 1675 phone: �631�433-9084 TJ12LO x 9-1/2" - RIM JOIST / BOX BEAM ALL HEADERS ARE TO BE Southold,New York 11971 E-Ma'J: ssbn6540optonline.nei (2)IY44"X 92" LVL UNLESS OTI-'ERWISE NOTED 2 X 4 FRAMING TO PACK OUT GIRDER I" SCREENED SOFFIT VENT Kehl Design Associates,LLC o formerly D A K Associntes,I-LC NOTE F°0'✓IDE "PE BREAKS 5/4 X 3 SPRUCE I X 6 PINE SOFFIT BOARD OWNERSHIP & USE OF DOCUMENTS: AS PER (3) I-3/4" x 9-I/2" LVL GIRDER ( FRIEZE BOARD PACKING ) These drawings and specifications including the THE 2020 2-1/4" SOLID CROWN ideas, design and arrangements represented RESIDENTIAL CODE OF therein, are the property of D.A.K. ASSOCIATES, NEW YORK STATE — f'�— 3/4" CDX ( GIRDER SUB-SOFFIT ) LLC. No part thereof shall be copied, disclosed to others or used in connection with any work X 6 PINE FRIEZE BOARD or project other than for which they have been (2) PCS I X 8 PINE prepared without written consent. � ( GIRDER SOFFIT ) 3/8" WALL LATH ( HDR. PACKING) REV: 07-07-24 FRONT PORCH GIRDER DETAIL_ SHED DORMER HEADER AND SOFFIT DETAIL s ARCHITECTURAL ROOF SHINGLE WORK NOTES: (1)-3/8" CARRIAGE BOLT PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YO^K STATE ICE & WATER SHEILD 2 X 6 - 16" OC. ( STUDS ) ALL HEADERS ARE TO BE (2)1 4"X 9)/2" LVL UNLESS e " CDX ROOF SHEATHING OTHERWISE NOTED 2 X 8 -16" C.J. NOTE: PROVIDE FIRE BREAKS 2 X 6 SHOE AS PER � 2 X 10 -16" RAFTERS THE 2020 4" CDX SUBFLOORTIAL R-45 INSULATION / \ RENEWNYORK SOTATE DE r a TJ1230 x 9-I/2" - 12" oc 2 9/16" \ 3 1/2'-7 6 1/16" 1 1/4" / 3/4" -3/4" 1/2" /2" \ SEE SHED ROOF DORMER 12 S/8" / I ( SOFFIT DETAIL ) �3/16" \— I SEE PORCH GIRDER DETAIL 112" CDX SUB-SOFFIT I 3/4" BEADED WAINSCOT / \ PROJECT: 5 \ R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE / R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BEAP . CONSTRUCTED TO 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 E IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM , : y ..I' ;. THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE kr"i",E 12" HB&G PERMACAST COLUMNS TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING _y ( SMOOTH ) ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF CORNER OF THIS SECTION. NORTH SEA DRIVE R301.1.1 ALTERNATE PROVISIONS ! AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING AND GREENWAY WEST 2) X 8 CCA FLUSH GIRDER 5/4 X6 STK CEDAR DECKING o A S OF THE THIS CODE AND WITH Z X 2 CCA LEDGER THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ORIENT, NY THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF SCTM#1000-15-01-25 k 4' CDX SUBFLOOR NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DRAWING TITLE: M a TJ1560 x 11-7/8" - 16" OC 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD 5/8" 2 X 6 CCA-16" OC. FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) FRAMING AND (I,IAX. ANCHOR BOLTS GRADE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) �2 OC. ) TRIM DETAILS € 2 X 6 CCA SILL M 5/8" X 18" ANCHOR BOLTS (3) 2X8 CCA FLUSH GIRDER SET: ISSUED FOR: DATE: B (MAX. 32" OC. ) WITH 2 X 2 CCA LEDGER SOLID BLOCKING BENEATH ALL (2) 1-3/4" x 9-1/2" LVL HEADER 7/16" OSB. EXTERIOR SHEATHING COLUMNS 2 X 6 - 16"OC. ( STUDS ) SEAL: DATE: ..Jr MAY 05, 2022 2 X 8 - 16" OC. RAFTERS PROJECT NO: f 2 X 6 SHOE - 1 1 28-2022 10" POURED CONCRETE FOUNDATION - `�) fiIEV'I~rr� DRAWN BY: © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE C.,~�� c O "` y CHECKED BY: 4" POURED CONCRETE SLAB }l� * y w/ vAPGP BARRIER AND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 6x6 / Io/10 wwM. AJS 10 x 9-1/2" - 16" oc WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF "-'L` r '+ °; SHEET NUMBER: KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THES ? l Li PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. �" J 24" X 12" CONCRETE FOOTING A304 ( MIN. 3'-0" BELOW FINAL GRADE ) FESS\��P� SHED DORMER FRAMING DETAIL Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: of of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building FRONT PORCH FRAMING DETAIL Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. K F I �j_�{ \I 12 2 X 6 CONSTRUCTED FLY RAFTER KEHL DESIGN ASSOCIATES LLc residential & commercial dr Sign o consulting 2 1/4" SOLID CROWN RAKE MOLDING 1 PO.Box 1675 phone: (631�433-9034 I" VEN- HOLES - 16" OC. Southold,New York 11971 E-Mail: ssbn654@optonline.ne' Kehl Design Associates,LIC o formerly D A K Assnciates,LLC I X 8 PINE FASCIA BOARD PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE OWNERSHIP & USE OF DOCUMLNIS: 2020 RESIDENTIAL CODE OF 2 1/4" SOLID CROWN NEW YORK STATE These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, ALL HEADERS ARE TO 8E LLC. No part thereof shall be copied, disclosed (2)1,"X 9Y" LVL UNLESS I X 6 PINE RAKE BOARD to others or used in connection with any work OTHERWISE NOTED or project other than for which they have been 2 X 3 SPRUCE BLOCKING prepared without written consent. �+s NOTE: PROVIDE FIRE BREAKS AS PER REV: I X 4 PINE SOFFIT BOARD THE 2020 RESIDENTIAL CODE OF 07-07-24 � I X 8 PIKE RAKE BOARD NEW YORK STATE I" SCREENED VENT I X 6 PINE FLY RAFTER SOFFIT I X 8 PINE SOFFIT BOARD I X 6 PINE FLY RAFTER SOFFIT 2 1/4" SOLID CROWN I X 6 PINE FRIEZE BOARD \ 2 I/4" SOLID CROWN /4 X 5 SPRUCE PACKING WORK NOTES: 2 1/4" SOLID CROWN FRIEZE MOLDING 'I-, X I X 6 PINE FRIEZE BOARD MAIN HOUSE SOFFIT FRAMING DETAIL 5/4 X 3 SPRUCE PACKING I X 6 PINE FRIEZE BOARD — MAIN HOUSE FLY RAFTER FRAMING DETAIL 5/4 X 3 SPRUCE PACKING 12 10 2 1/4" SOLID CROWN 2 I/4" SOLID CROWN 2 1/4" SOLID CROWN FRIEZE MOLDING RETURN PROJECT: I X 8 PI\JE RAKE BOARD A ,N! "TO [14! P,,-,: I X 8 PINE RAKE BOARD 1 I X 6 PINE FRIEZE BOARD E I E �F f I X 8 PINE FASCIA BOARD I X 8 PINE FASCIA BOARD CORNER OF i, 2 I/4" SOLID CROWN NORTH SEA DRIVE AND GREENWAY WEST ORIENT, NY ( I X 6 PINE RAKE FRIEZE BOARD —� i SCTM#1000-15-01-25 2 1/4" SOLID CROWN w DRAWING TITLE: \ I X 4 PINE SOFFIT BOARD LINE OF ANGLED RAKE RETURN I X 6 PINE FRIEZE BOARD TRIM DETAILS I" SCREENED VENT I X 8 PINE SOFFIT BOARD SET; ISSUED FUR: DATE: MAIN HOUSE FASCIA DETAIL- 2 I/4" SOLID CROWN I X 6 PINE FRIEZE BOARD R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE MAIN HOUSE FLY RAFTER TRIM DETAIL `FOVI';E '!,1PRICANE STRAPPING i11 ACCODDA^ICE WITH THE R301,1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE SEAL: DATE: - 2020 RESIDENTIAL CODE OF CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, NEW PORK STATE ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS MAY 05, 2022 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES PROJECT NO: IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM ! ALL HE"!"EP,S ARE TO 1 128-2022 BE THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE ZE OF NE�' UCILESS TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING } DRAWN BY: f' LitiEPV9;E !lOIE ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS S p�A J. Co e9 ! PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE WOVEN CORNERS CHECKED BY: f' THIS SECTION. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ^IL' PPCvuE FIRE BREAKS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AS PER R301.1.1 ALTERNATE PROVISIONS KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESESHEET NUMBER: T''{i 2020 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING F"IDENTAL CE'PE Or STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. !Et'i YiIRV STATE THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH �� (�a A305 ! THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF � 'ESSlOWP� 1, MAIN HOUSE CORNICE DETAIL- 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 DOB NUMBER: OF 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such E FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) agencies prior to construction. m� 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 1 r M