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HomeMy WebLinkAbout49975-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE s' SOUTHOLD, NY mµ4'` ✓Wrra.4rG'�. 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 #: 49975 Date: 11/1/2023 Permission is hereby granted to: Socaris, De oie 20 Great VieW Ter www ... Voorheesville, NY 12186 To: Construct a single-family dwelling as applied for per SCHD approval. At premises located at: 15 LandingLn, Greenport_._._..........................._................... _..__ SCTM # 473889mm Sec/Block/Lot# 43.-4-12 Pursuant to application dated 10/4/2023 and approved by the Building Inspector, To expire on 5/2/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,406.50 CO-NEW DWELLING $100.00 Total: mm............ $2,506.50 �m........._._... ._..................................................................................................._. _....................................... Building Inspector Fog `" 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 htt ://w w.soLqho1dtgjynuysgy Date Received APP111ICA"nON FOR BUILDING PERMIT For Office Use Only R 0 CT - 41 202 PERMIT NO. Building inspector:, Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Building Department Owner's Authorization form(Page 2)shall be completed. Town,Of SOUkhold Date: In--'/-Z 3 OWNER(S)OF PROPERTY: Name: CNkks� t.9Tl4 V' aLia 1 �� Its SCTM#1000- 0y3�� c� X31Z Project Address: I S L-A tA A l N t'i poen Y I Phone#: 71e-- L/w m- Z(C,6 Email: C LW-LWEP, � �OL, CC fn Mailing Address: Zy9--3( 3-1 AVE L.iTTi-F— Ne-GIL j le y• 113(oL CONTACT PERSON: Name: J?kc 14 L ff Mailing Address: 2f,-,S :j-AS1e1 l N E LASSc�;++os-Q Phone#: X31- y 3�— C3 Email: Sfa,,4 (,S`fcN.F ,#UF j DESIGN PROFESSIONAL INFORMATION: Name: J<E14 _ jJESf l4 f{-ssLC. LLC- Mailing Address: Z(ot'- -TI-SiYI,NF L-/,( Phone#: �3l - `f 3 3'-4 6 f3 Email: �SP�.� `� i 01✓L�H.�,Nl�j CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ID4New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estim ted!Cost of Project: ❑Other ' Will the lot be re-graded? $Yes ❑No Will excess fill be removed from premises? ❑Yes 54�lo 1 PROPERTY INFORMATION Existing use of property: � � Intended use of property: � �,tie- fA At l zone or use district in which premises is situated: Are there any covenants and restrictions with respect to C) this property? PYes ONO IF YES, PROVIDE A COPY. hedc Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by c1hapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name �- ' ll �� Kt=- N L Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTYOF KEN t— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the If ,F?, i (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this _day of 020 Notary Public PROP R-11 W11F. E &AUTHORIZATIONw (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Chrisanthi Tzannes residing at 249-36 57th Ave. (Print property owner's name) (Mailing Address) Little Neck, NY 11362 do hereby authorize Brett Kehl (Agent) to apply on my behalf to the Southold Building Department. .,....._ 10/4/23 (Owner's Signature (Date) ._.... . Chrisanthi Tzannes (Print Owner's Name) Town Hall Annex '� Telephone(631)765-1802 �� 631 Fax 765-9502 54375 Main Road ( ) P. O. Box 1179 ' Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: ,r 14 Location of Property: __/5 LAIq .., 1s4F_ +PC,F li ":.. ..... ...�`/`-f Y Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): C wwwww Floor framing, including girders and beams (F) Roof framing (R) 1C _ Floor and roof framing (FR) Signature: .__ Name (person submit ng this form): T Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 Generated by R 'Scheck- -b Software 0 ComMia ce Cel icate N/,"Project Victir il� Chrisanthi Tzannes Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 270 deg. from North Conditioned Floor Area: 1,935 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 15 Landing Lane Victor&chrisanthi Tzannes Kehl Brett Greenport, NY 11944 249-36 57th Ave Kehl Design Assoc. LLC. Little Neck, NY 11362 265 jasmine Lane 718-490-3666 Southold, NY 11971 Gldflwer@aol.com 631-433-9084 ssbn654@optonline.net Compliance: 16.3%Better Than Code Maximum UA: 471 Your UA: 394 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. SlI ab...oin...y rade tradeoffs aarre no do nger con'ssr dei°ed in the UA or.Ipeirf'oyr namnce ammaurq.)lH anc:e path iiun d IESccheck. Each h sllalha..oiri-grade iroc.mU,y cn t.Ihme s1pedif°ua.d cHrrinate zo ne must r neef the rwiliu°n'uumnu.urn eirneir y code i nsu llaatio n R.ar:.allue ruaind dgath neu ua firer ne ts, —Enyelone ASSMUUeSii Ceiling: Flat Ceiling or Scissor Truss 845 30.0 19.0 0.021 0.026 18 22 Ceiling 1: Cathedral Ceiling 198 30.0 19.0 0.020 0.026 4 5 Ceiling 2: Cathedral Ceiling 437 45.0 0.0 0.023 0.026 10 11 Ceiling 3:Cathedral Ceiling 563 49.0 0.0 0.022 0.026 12 15 Wall:Wood Frame, 16" D.C. 702 21.0 0.0 0.057 0.060 29 30 Orientation: Back Door: Glass Door(over 50%glazing) SHGC:0.28 24 0.300 0.320 7 8 Orientation: Back Door 1: Glass Door(over 50%glazing) SHGC: 0.26 95 0.300 0.320 29 30 Orientation: Back Window:Wood Frame SHGC: 0.31 56 0.290 0.320 16 18 Orientation: Back Project Title: Victir& Chrisanthi Tzannes Report date: 06/29/23 Data filename: Page 1 of 2 Window 1: Wood Frame SHGC:0.31 26 0.290 0.320 8 81 Orientation: Back Wall 1:Wood Frame, 16"o.c. 288 21.0 0.0 0.057 0.060 16 17 Orientation: Right side Wall 2:Wood Frame, 16" o.c. 702 21.0 0.0 0.057 0.060 34 36 Orientation: Front Door 2: Glass Door(over 50%glazing) SHGC: 0.28 24 0.300 0.320 7 8 Orientation: Front Window 2: Wood Frame SHGC: 0.31 85 0.290 0.320 25 27 Orientation: Front Wall 3: Wood Frame, 16"o.c. 288 21.0 0.0 0.057 0.060 15 16 Orientation: Left side Door 3:Solid Door(under 50%glazing) 21 0.300 0.320 6 7 Orientation: Left side Floor:All-Wood Joist/Truss 1,935 30.0 0.0 0.033 0.047 64 91 Basement Wall: Wood Frame Orientation: Back Wall height: 9.0' 627 21.0 0.0 0.044 0.059 27 36 Depth below grade: 8.0' Insulation depth: 9.0' Window:Vinyl Frame SHGC:0.32 12 0.290 0.320 3 4 Orientation: Back Basement Wall 1:Wood Frame Orientation: Front Wall height: 9.0' 627 21.0 0.0 0.044 0.059 28 37 Depth below grade: 8.0' Insulation depth: 9.0' Basement Wall 2:Wood Frame Orientation: Right side Wall height: 9.0' 288 21.0 0.0 0.044 0.059 12 16 Depth below grade: 8.0' Insulation depth: 9.0' Window 1: Wood Frame SHGC: 0.32 19 0.290 0.320 6 6 Orientation: Right side Basement Wall 3: Wood Frame Orientation: Left side Wall height: 9.0' 288 21.0 0.0 0.044 0.059 12 16 Depth below grade: 8.0' Insulation depth: 9.0' Door: Glass Door(over 50%glazing) SHGC: 0.32 21 0.300 0.320 6 7 Orientation: Left side 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 listed in the REScheck Inspection Checklist. J � -4�, e a Wim. 01?- d z Name-Title Signatur Date Project Title: Victir& Chrisanthi Tzannes Report date: 06/29/23 Data filename: Page 2 of 2 COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD,MPH Commissioner Date: 10/03/2023 249-36 57th Avenue Little Neck, NY 11362 Attn: Chrisanthi Tzannes Subject: SCDHS New Online Public Portal; PIN Access to Existing Application(s) Dear Chrisanthi Tzannes: The Suffolk County Department of Health Services, Office of Wastewater Management, has a new online public portal and you are receiving this message because you are listed as an active contact in our prior computer system. You may use this portal to submit new applications, manage existing applications, upload or download files, make payments, renew your applications and track in-process or finalized applications. Please follow this linklZr7.- ra c. ccela.c m1SL' + OP�J C0 to create your account. When setting up your new account, in order to gain access to your existing pending applications through the online portal, the email address you use for your account's contact information must match the email address we have on file for your existing pending applications. After setting up your new account, if you still do not see the below referenced application, you must use the PIN +contact ID provided in the table below in order to gain access to that application. • Instructions for how to use the new online portal (a FAQ page; see bullet no. 1): "L1 , u o.: �l l ' + st c e s d rc � "+ • Instructions for how to use the PIN provided in the table below. A Registration User Guide is available at that same address: Paf( �lcca �t� + yllfl� a � so41rstr�tt�o . Record ID Pin Number Contact ID Project Name Tax Map R-23-1320 270263345 99226213 15 Landing Lane 1000043000400012000 IV DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank, NY 11980 Page 1 of 1 Pu.,""",4 (631)852-5700 1 Fax(631)852-5755 _L/ As cs. s GENERAL NOTES: _ SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION ' ; T R A C T 0 R N 0 T E SGeneral Notes: i -,,Imp 1_44 _- WITH i L? lu I . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANC E H THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF ;. . 1�� - Ca �3 _ Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1:; " .,:{ �a- i /41 I i 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTES-1- f+ IIttII - 2. FIRE SAFETY; 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. "s 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIAHS LLC 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. E3- LOCKED AREA. residential & commercial design • 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. I D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO. phone: (631(433-9084 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: ssbn654sopfon!ine.nel 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. s MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC e formerly iates.LL y D A K AssocC v 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. J _ ,- 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. ' - �,�. „.„.�. ,....,.... THE CONTRACTOR SHALL COORDINATE A-L WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain o` face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OwNDkSHIP & USD OF DOCUMENTS: :1 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 RESPONSIELE 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. dens, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN s 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 an 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. a 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• PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. DEBRIS, DIRT AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 9. Design values: 8• a. Laminated Veneer Lumber LVL ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ( ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI Fv = 285 PSI g• Fb = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO BPM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING, 1 1 , THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LC. 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 t 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 aWORIK 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, OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOT � ,. 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 i FO ` 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 8314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. `'" , 6 LOAD SPEED (m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY C®NST UC` � ItON 25 lbs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 8301.2.1.2 PROTECTION OF OPENINGS. c' 1p 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 OPENINGPROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED EY (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. w, s DESIGN CRITERIANOTE: ROOMS RAL LIGHT OANDVENTILATION R QUIREMENTS EXCEED 8303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE EXCEPTION: FORTHE NA IPROFES 10 L OCCUPANCY OR USE LIVE A PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %e INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) ENGINEER 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 x t USES(s) AND OCCUPANCY CLASSIFICATION s) UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. ; ( ) CLASSIFICATION(s) AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE t b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 CORR[SION-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 ,a �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 RESIDENTIAL R-3 (SINGLE FAINTLY) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,,t IS 180 MPH (290kps) OR LESS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NAILING NOTES: . TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE 8301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDU r= 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 < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, i HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTSf Soh INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED PROJECT: NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE a BASED ANCHOR WITH 2 16 110 8 f PASSENGER VEHICLE GARAGES a SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF i! HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES T. 17 ll zz 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 { PLANE TO THE AVERAGE HEIGHT OF R301.1.1 ALTERNATE PROVISIONS UNLIMITED AREA SLEEPING ROOMS 30 li THE HIGHEST ROOF SURFACE Y4 INCH DIAMETER LAGSCREW- a I 3 STORY BASED ANCHOR WITH 2 16 "16 16 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE � I �,.�=25'-5 " AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 cINCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ; L 2020 BUILDING CODE OF NEW YORK STAIRS 4o STATE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. a 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.RIDGE 1"0 GRADE 29'-10" 1 POUND PER SQUARE FOOT TOTAL HEIGHT FROM 2•AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230)FROM = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel. 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) 1c5 LANDING �LANE c. Anchors shall penetrate through the exterior wall covering with an ernbedment length of 2 inches minimum into M GREEt�P®RT I 11944 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 2Y2 inches from the edge of concrete block or concrete. f ,I' t _ BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED having a minimum ultimate withdrawal capacity of 1,500 pounds. "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SCTNT1000-043-04-012 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 4RESIDENTIAL 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 r 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 NO FES Projects shall comply with one of the following: e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. AREAS OF STRUCTURE 1. Section R401 through 8 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY ' 2. Section 8405 and the prrovov isions of sections 8401 through 8404 indicated as "Mandatory" a NEW CRAWL SPACE NA f GUARFILLERDS IN-FILL _SHALL BE EO DESIGNED TONENTS LWITHSOSE TANDX APT THE HORIZONTALLY DRAAPPLIIEDBALUSTERS NORMAL LOAD PANEL 3. The energy rating index (ERI) approach in Section 8406 19 BASEMENT 19CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED 42 sq.ft. 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT, THIS LOAD NEED NOT BE ASSUMED NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND (NY)TABLE 8402.1.2 a i THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR NA g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN( PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 4 NEW FIRST FLOOR 1942 sq.ft. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENEsiRATION SKYUGFITb GLAZED CEILM Wool) MASS FLOOR BASEMENrc sue 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 U-FACTORb VFACTOR FENESTRATION RNALUE FRAME WALL WALL , FINALUE WALL R-VALUE SPACEa FIELD (CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SWC b,e R-VALUE RNAWEI RNALUE &DEPTH RNALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS . DESIGN! PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA 4EXCEPT 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+5h 8/13 19 10/13 10,m 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(o) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK iSEAL: DATE: I NA For SI: = 1 foot = 304.8 mm ATTIC (HOUSE)(b) 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-foctors and SHGC are maximums. When insulation is installed in a cavity which is less JUNE 15, 2023 NEW GARAGE 381 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 (GARAGE)(a) NA NOT LESS THAN 30 INCHES R-value specified in the table. © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED -�"� 1147-2023 " 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN +`,��� 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 VICTOR & CHRISANTI UNDER FEDERAL COPYRIGHT LAW. Cjr!'�r>r },r} DRAWN BY: interior of the basement wall. �. '•-r,'. BDK SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT ��� �� C�h;� 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD DECK NA 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. �� ':( y C ECKED BY: interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the House Drawn - 2323 Sf. BALCONY NA ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous 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. n= EET NUMEfEK: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS y Max. House Livable Allowed 2442 Sf. KEHL DESIGN ASSOCIATES, LLC. - ,,-�. , I COVERED FRONT PORCH 48 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 slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE -- a 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 POOL HOUSE CABANA NA extend below the slab *- h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A X84 NA /0 SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE O PROOF OF PURCHASE. ACCESSORY STRUCTURE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved 20 Max. Lot Coverage 2547.85 Sf. �9 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 ;3 ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. Total House Drawn - 2513 Sf. t (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. the OUthOrlZatlOn Of I0001 governing agencies, SUCK as Suffolk County Dept. DOB NUMESE�� OF (b) WITH STORAGE In. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-volue applies when more than half the construction. °® KEUbDESIGN•ASSOCIA13,ILC insulation is on the interior of the mass wall, f' ..'_ SIMPSON STRONG— —TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO Bd NAILS THIS MTS20 � TS20 / f T / DOUG-HRSIDE OF TRUSS. PROVIDE (1) HGA10KT ON e• r � " AL'-OWABLE LOADS t•z LOAD SIDE OF CEILING JOIST "'"!�1,� � Ijl ICI 1. E: El FASTENERS LATERAL WITH TOTAL FOUR /. ® - MODEL GA UPLIFT UPLIFT (133/160) 8dxi2'" CODE 8d NAILS ° AND ON SIDE OF RAFTER N0. TO TO TO AVG NAILS REF. INTO TRUSS RAFTERS/ ULT. 160 F F (133& STU g' / �� PLATES STUDS 1 3 5'- °° i ' I�I. Wa{={ IY i� •.I -1 ( f r,. PL3 F2 - II TRUSS ( ) ( ) -- SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION _=_ TAKE-UP WASHER H7 16 4-8d 2-8d 8-Bd 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND ' - �- vu DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES j residential & commercial design o consulting I 1 H6 16 8-8d 8-8d 3983 915 950 650 5, 44 — 1 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) WO ARTg"x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o / • ° PO.Box 1675 phone: (631)433 9084 j MODEL GA AVG LFTA LFTA INTO ° ` Southold,New York 11971 E-Mail: ss n on Irene ULT. REF. PLATES °mo o b 654a0p1 I 1 NO. MAX. CLEAR S d WIDTHSPAN L QTY DIA i2'" 2" 22'" 3" 31" 12'" 2" 21" 3' 32'° EIGHT •° 8d NAIL S P 4 INTO Kehl Design Associates,LLC o formerly D A K Associates,LLC 1205 1400 S, 44. 85 STUD r l LFTA 16 2J„ 17„ 381„.16-1 Od — 4200 (-•--..m ' z DOUG-FIR LARCH / S0. PINE ° ;iJWNERSHIP & USE OF DULUMEN 15: FASTENERS ALLOWABLE UPLIFT LOADS ° These drawings and specifications including the MODEL L AVG 10d 10d x 11' CODE o NO. ULT. REF. LFTA L S T A 21 ° tod 1od x 1}" (133 / 160) (133) (160) ideas, design and arrangements represented �? therein, are the property of KEHL DESIGN F ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection ' MT516 16 14-10d 14-10d x 12'" 3116 1000 840 1000 3, 41, 128 HGAATiO with any work or project other than for which they 0 ey have been prepared without written consent. DETAIL MTS20 20 14-10d 14-10d x 12'" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 &'c i fi o° 1 LST20 20 12-10d 12-10d x 1' 2383 775 720 720 3, 41CNW- sTu 5" DETAIL 'B'► _ w COUPLER NUT 8 I DOUG-FIR-LARCH/ Equal number of �SIMPSON OF DIRECTION SO. PINE CODE specified nails In °° TAKE-UP WASHER TYPE TYPE O LOAD ALLOWABLE LOADS REF. - DI MODEL FLOOR ROOF133/ each e n cl No. TION (100) (125) 160 I•: Simpson Strong-Tie G 515 645 670 C S 16 A R Tg"x 12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 i MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN ARTJ•x12 HOEDOWN DEFLECTION I STUD DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT M AT HIGHEST AT HIGHEST REF. NO. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE HB SB W H B SO CL DIA''e DESIGN LOAD DESIGN °Q° GA GA QTY DIA WHEN RAISED OFF 1}" 2" 22'" 3" 3z 5z LOAD THE ILL PLATE ° �I 0 HD2A 16 12 4{�" 22'" 2 " 8" 2 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° ° 0 0 i MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS No. W L STIJD PLATE ULT. OF / SP CODE (133)' (160) REF. SP4 31 " 7}" 6-10d x 12'" 2917 735 885 7, 40, 127 o° MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS ILOOk (133) (160) REF. °O 'WORK NOTES: LSTA21 20 1�" 21 16-10d 905 1205 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° REF. 1 NO. GA yW L NAILS FLOOR (133) (160) Simpson Strong-Tie -S TU g"- MSTA24 18 1 " 24 18-10d 1D25 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE-UP WASHER NO. L END GA CUT LENGTH (TOTAL) t z SPACING REF. HD2A � ��� �® k (LENGTH L 000) (133 / 160) OC. C®IMSTR'UCT10N OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 pson Strong-Tie 'd � C516 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2A" 7 qp 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE i DIMENSIONS FASTENERS ON, DOUG-FIRLARCH/SO. PIN ALLOWABLE onus NOTED. FAILURE TO COMPLY WITH ALL NOTES MOODEL CA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION USE U��LESS DETAIL BY A LICENSE PROFESSIONAL ENGINEER, PLACES 171 10d 16d ULT. (133)(160) 10d 16d 10d 16d 1od 16d REF. ALL LIABILITIES ON THE CONTRACTOR. 4 ,8 3 " 4 " 2 _ DETAIL CNW- , CERTIFIED `� A 0, LUS 6 1$ 4-16d 4 16d 6076 1140 1160 — 1000 1150 1250 7, 40, 127 HUS210-2 14 3A9i 2 8-16d 8-16d 5076 1755 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUT J 'PROFESSIONAL ART 'x12 STU 5"_ DOUG-FIR LARCH SO. PIN ALLOWABLE LOADS MODEL FASTENERS AVG FT LATERAL CODE UPLIFT (133/160) REF. I SIMPSON N0. GA TAKE-UP WASHER a ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz HGA10KT 14 4-SDS4'"x12'" 4-SDS4"x3" 1523 435 435 1165 940 160 r i USE A MINIMUM OF S P 4 PROJECT: TWO 8d NAILS THIS SIDE OF TRUSS, COW- COUPLER NUT S P 4 \ ♦ ' TOTAL FOUR o /• � �JSE A MINIMUM OF 70, F1 BdNAILSTWO 8d NAILS THIS1cINTO TRUSS SIDE OF TRUSS. MTS 1 6 S I M P S E N MTS16 STu - LSTA�1 ANCHOR ® SIMPSON BOLTS " TOTAL FOUR HD2A TAKE-UP WASHER Strong-Tie t 8d NAILS L S T A 21 k HUS210-2 INTO TRUSS - L'I" Q�- TWO , FI i 8 AIL TOPLATE ; t EIGHTS o°®° TWO ° ° 153,��iD�1 Lca'aHE Bd NAIL �r�,�� d4 A� Bd NAIL I,; GREEFV�®ITS y 11041- P i INTO INT° ° DETAIL "A" STUD Simpson Strong-Tie PLATES °moCD H7 EIGHT 8d NAIL DETAIL "D" DETAIL "G" DETAIL INTO Simpson Strong-Tie ° f �+/•► P STUD SCTE%M C00-G43-04.-012 H7 Simpson Strong-Tie LFTA ° RDD SYSTEM 9 DETAIL "L" LFTA LFTA ':DRAWING TITLE: RIC�CJe Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS NOTE: a 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 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS i V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft, per vertical ft. i, 2nd FLOOR V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. =< / STRONG—TIE DETAILS J 3"((THROUGH ROOF 4"I THROUGH ROOF 1'-O" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. I•• •. ,st FLOOR ,� ROOF AREA =2600 sq/ft / ROOF DRAINAGE 2'• NEW CALCULATIONS AND �TMRo1a PLUMBING RISER DIAGRAM LTP4 2„ � ROOMER gTG1EN 2 gp1HROOM 3 V = A X R X C I 3' 2 " 2.. 3" 2' A = 2600 sq/ft LTP4 2'� R = 2" RAINFALL = .17 ft ,st FLOOR .; .' • • FLOOR 3.. 3.. 3" `NOTES: LTP4 2' 2 C = COEFF. = 1,0 3' 2' V = 2600 x 1 x ,166667 = 433 C.F. n „ � THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL, 4" F.A. VENT DESIGN (PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE o' ABOVE GRADE °' PROSECUTED TO THE FULLEST EXTENT OF DIE LAW. CONTRACTORS SHALL VERIFY ALL Sir,) son Strong-Tie Tie ' p g 4'x.0. 433 / 42.25 VERTICAL FT. / FT = 10.2 V.F. '� FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL 'B" Floor-to-Floor Connections Ridge Strapping C.OA " To SOwA APPROVED USE (2) S DIA. POOL 6 -O DEEP = 12 V.F. DESIGN IPROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 3" 3" 3" 3" 4" 4" , UIIFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPOPI COMMENTS NOT SEPTIC SYSTEM LTP4 Detail OR zzi FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strang-Tie Floor-to-Floor Connections 3 433 / 22.3 VERTICAL FT. / FT = 19.4 ;SEAL: oaTE: 3.. 2 2 USE (4) 6' DIA. POOL 5' DEEP = 20 V.F. JUNE 15, 2023 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY / PROJECT NO: EQUAL TO OR GREATER THAN THE REQU RED AMOUNT CALCULATED FOR EACH CASE. 4.. ,EPTI r'i '� 1147-2023 4,. RUMP POOLS TO BE PLACED ON OPPOSITE SIDE OF C)F� P�fL;�. P 3. .� DRAWN BY: NO SUBSTITUTIENS PLUMBING RISER DIAGRAM (NTS) HOUSE AND/OR LEADERS TO BE PIPED TO � �� BDK O C All framing hardware shown on these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH * ;, %`�� , �� * NECKED BY: VICTOR Q HRI ANTI unless otherwise indicated, Is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE & C S POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC I`=�''''! No substitutions are approved or authorized, I} ,f' � u�_ HEET NUMB7: 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). - the other components of the structure, an framin 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 House Drawn - 2323 Sf. , p Y g 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 Max. House Livable Allowed 2442 Sf. `��` hardware substitutions wit[ 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 yP G2 null and void, and will result in the installer/contractor WHERE TRAFFIC IS TO BE PRESENT. assuming responsilo1ity for the design and R301.1.1 ALTERNATE PROVISIONS 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 o 85 Sf. JOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 20 /o Max. Lot Coverage 2547. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE _ HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Total House Drawn - 2513 Sf. 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. (V REHI-DESIGN-AssOMTES, ur r ii 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) j 15 • I1_' J 73-4" 3'-8" e 41 M, T-1 T-1 2'-4" 19'-W '-4` 15'- 2' '-4" '-2" y KEHL DESIGN ASSOCIATES, roc residential & commercial design • consulting -2Y2" 17'-9" 22'-1" 21'-7Y" TT P0.Box 1675 phone: (631 433-9084 4° 2'-0" 2'-0' 2'-0' 2'-0" D Southold,New York 11971 E-Mail: ssbn654@optonline,net '-8"-�8 'I`8"'I` 'I�'I� '�'� 'I�'I`8 0 a r — r — r— — --i Kehl Design Associates,LLC o formerly D A K Associates,LLC _.„777r/�;...." 'r7:<;i, Wall at the Top of Slairwell .� I 4 Foundation to be 12" Lower 2'8°x i'6" O0T 2'8"x 1'6" i i a i , ;, 28"x 16 i o I i M o0 10WNERSHIP & USE OF DOCUMENTS: than the Main House Foundation BASEMENT SLIDER i i BASEMENT SLIDER BASEMENT SLIDER N "' "' "' { These drawings and specifications including the J _ - - - - - - - - - - - - J L - - __I L - - - - - - - - - - - - J - - J L - -� - - - - Ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, i LLC. No part thereof shall be copied, disclosed ( " 1' 14"x92' LVL 14"x9z" LVL 1"' 9'" LVL o, � to others or used in connection with any work � - -�' _ -- - - - - - - - - - - - - - — — — - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - z - - - - — — — — — — — — — — — — — — — — — — - x or project other than for which the have been 11- WC. BOX Bm. BOX Ban. BOX Ban. -1 I J J Y i M w� prepared without written consent. /%Above C 0 3 I I 8'-4" I cn � C 4" Poured Concrete Slab o w z O O an t 4" Steel Column 8" Poured Concrete 8" Poured Concrete �r V' wwmLL w o Q on w/ 10 go., 6x6 . and ' F ( 6 mill. of vapor Barrier Foundation Wall Foundation Wall WC. i m w w Z z cn561 3 0 a poly P � U wo cn , " 2'x2'xi' Cone. 4' Poured Concrete Slab Above w w N o S Rg. w/(3)#4 24"x 10" Conc. Footing ` 24"x 10" Conc. Footing w/ 10 go., 6x6 wwm. and , :� 17-2 Ol- Q w w o ( o 1 Rebar E.W (M n. 3'-0" Below Final Grade.) 0 4" Steel Column (Min. 3'-0° Below Final Grade.) 6 mill. poly vapor Barrier �� ) I Q w U ( Equally Spaced on E Q I 0] 0 Of 0 �0" I 2'x2'xl' Conc. �J Fig. w/(3) 4 10'-9" Rebar E.W. Beam Header Equally Spaced 75.1 i 4" Steel Column 4" Steel Column 4" Steel Column 4" Steel Column i 3 on 4" Steel Column ( (2)1q x92 LVL (3)14"x9Z" LVL Girder °n on °n °n 8" Poured Concrete $— �- — 2'x2'xl' Conc. 2'x2'xl' Conc. 2'x2'xl' Conc. 2'x2'xl' Conc. r i i —Flus in. j Ftg. w 3 4 Ftg, w/(3)#4 3'x3'xi' Conc. Ftg. w/(3)#4 Foundation Wall -,l g /( )� g Fig. w/(3)#4 ( Ftg. w/(3)�4 g 24"x 10" Conc Footing �� Masonry Rebar E.W. Rebar E.W. Rebar E.W. Rebor E.W. 9 Rebar E.W. Min. opening for '_0 2' 0"� Equally Spaced 1.0 Equally Spaced Equally Spaced Equally Spaced ( 3'-0" Below Final Grade.) i v 3068 Door "' Equally Spaced 3 0" " 301 — — — �2'-0" f-2'-0" f--2'-0' 2'-0"—�( Pea. S-0 I 3u I I ( I " " (2)13,"x92" LVL Girder (2)134"x92" LVL Girder 214"x9 LVL Girder (2)13"x9"" LVL Girder -0 214"x92' LVL Girder -� { I 4 0 _+ _ O 4 _ t O 2 13"x91" LVL Gir r I I I a - - - - -, r- - - - - -- - - - - — N 2'x2'xl' Core. Ftg. - I I II lJ 11'-3° Bra. w/(3)#4 Rebar E.W. Stairwell Foundation � � „� Poc. Walls to be 1" Lower 8" Poured Concrete �8 v, Equally Spaced -44thI -5 -4 4' T-8 4" 2, 0„ '-0 4" 8'-4 4" -4-4%— than an the Main House I I Foundation Wall 1'-6' i ? —f 6Y" Ji ( i 'WORK NIOTES: Foundation ( 24"x 10" Conc. Fooling I ( (Min. 3'-0" Below Final Grade) 22-10" ( i 4" Poured Concrete Slab 3-11/y" 20'-ily' w/ 10 ga., 6x6 wwm. and ( _ Water Venfl 18'-1N 6 mill, poly vapor Barrier i ^� F Niche area to be Line I a'i� i i 48" down from the ` — — top of Foundation E i 1'k6' in m i N I I I i (n _J - N I 4" Poured Concrete Slab �, w �w ( I ( L— �1 w/ 10 ga., 6x6 wwm. and I I w> � ( i 4" PC SLAB I I - 3„ ( _� 6 mill. poly vapor Barrier an Z 0 w o Q w� � o N i W/ 10 GA. 6x6 WWM. 24 6/q I w w Z_ fn AND 6 MIL. P OY L— 8" Poured Concrete N I I U m w w w -� ( M I 8" Poured Concrete o o : W o i VAPOR BARR L i Foundation Wall o Foundation Wall i Q rw wow O 8" Poured Concrete i i 24% 10" Conc. Footing epti 24"x 10" Conc. Fooling �8° �( m O W vi Foundation Wall I i '4 "' (Min. 3'-0" Below Final Grade.) Trash hoover (Min. 3'-0" Below Final Grade.) I �o >- D_�� wZ " M N i 50'-5' � 24"x 10" Conc. Footing ( L — J (Min. 3'-0" Below Final Grade.) `° - - - - - - - - - - - - - - - -- - - - - - -- —1 0 3U k 301 i i - - - - - - - -- - - - - - - - - - - i p?: I i f_ °0 0o I I N E+s " " tV L _ _J I I V o L — — — -3" — J ( I o 'PROJECT: I- - - - - - -- - - - - - - - - - - - �? -1`— ( Mosoaopeninn�for — — — — — — — 4" PC SLAB 9 14'x8' Garage Door I I W 10 GA. 6x6 WWM. _ _ _ _ _ 30 30 AND 6 MIL. POLY L - - - - - - - - - - - - - - - - -�-- - J �— L -- - - -- - ---i J"I 'TO k. .. �''�;* 1 VAPOR BARRIER 2T^Apron IV #5 HORIZONTAL REBAR 2'-0"oc. 5 VERTICAL REBAR 2'-0"oc. 22 10" R � L ' ll tt -3" t �. 8" P.C. FOUNDATION WALL #5 HORIZONTAL REBAR � t 2x4 KEY WAY #S HORIZONTAL REBAR -1" 26'-tYa" , 24" x 10" CONCRETE FOOTING i; 3'-0" BELOW FINAL GRADE. (TYP.) _ " '-3Y" 20'-2Y" 17'-104' 13'-0" 15 LANIDING WE WITH (4)#5 REBAR L.W. AND #5 REBAR S.W. AT 2'oc. Garage Apron Detail 18'_7 GREENPORT, NY 11944 8 SCT UM 000-043-04-012 73'-4" ;DRAWING TITLE: f. FOUNDATION PLAN Window Headers to be PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE Constructed with p (4)#5 Horizontal Rebar with (4)#3 Rebar Stirrups Equally Spaced 2020 RESIDENTIAL CODE OF with 6° Bearing Stirrups each end NEW YORK STATE -SET: ISSUED FOR: DATE: FOUNDATION PLAN- ALL3-8"—�( EXT. HEADERS ARE TO BE Door Headers to be - (2)1%"X 9%" LVL UNLESS Constructed with OTHERWISE NOTED s s> (4)#5 Horizontal Rebar with NOTE: (4)#3 Rebar Stirrups Equally Spaced 1) ALL EXTERIOR HEADERS TO BE (2)14"x 9�" LVL HEADERS UNLESS OTHERWISE NOTED with 6" Bearing on each end NOTE: PROVIDE FIRE BREAKS t 2) PROVIDE FLOOR JOISTS BENEATH ALL WALL RUNNING PARALLEL ABOVE AS PER SEAL: DATE: 20 3) ALL INTERIOR HEADERS ARE TO BE (1)14"x9�" LVL WITH 2X ON FLAT ABOVE AND BELOW RESIDENTIAL OCODE OF JUNE 15, 2023 �- PROJECT NO: NEW YORK STATE (4) PROVIDE SOLID BLOCKING BENEATH ALL BEARING POINTS.REFER TO MANUFACTURERS 1147-2023 �F OF NEW DRAWN BY: Header Beam "A° SPECIFICATIONS FOR BLOCKING AT JOIST WEB. �F S. Co r�'� BDK Provide 2z8 _ Window well #4 Rebar �•��� _.�Qp '� Ladder set into wall y CHECKED BY: ACQ Buck © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE around all and Epoxy into place PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT `��>' 7 as per 2020 NYS VICTOR & CHRISANTI �- o Basement o 4i SHEET NUMBER: Windows Building Code WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF -" .- �,� KEHL Gravel House Drawn = 2323 Sf. PLANS S ILICENSED GN CIEXCLUSIVELY ATES, LLC. �TO THE BUYIGHT OERUIWD ONLY WRITTEN PROOFTOREPUROCHASEESE n.9 Sand and Gravel Max. House Livable Allowed 2442 Sf. �r Esso A DOB NUMBER: OF k 20 p Acceptance of these drawings does not authorize the right to build without the authorizations /o Max. Lot Coverage 2547.05 St 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 w w r . Total House Drawn - 2513 Sf. Header Beam A Window Lintel B agencies prior to construction. f. k /�'/7"d ., _ �� �^T— �/- %�.. 111 " _'LAN 73'-4' 3'-8" I B C3 mI i 7R-L7-t, 3'-0" 19'-2Y" 1'-D" 14'-7� 7'-0' 7'-10° , KEHL DESIGN ASSOCIATES LLC i K�' residential & commercial design • consulting —g'-V 17'-9" 22'-1" 21'-7Y" P0.Boz 1615 phone: (631)433-9084 r D Southold,New York 11971 E-Mail: ssbn654qoptonline.net Kehl Design Associotes,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DUCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, 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 WC 2 0° 2 prepared without written consent. * __J)Above 2" —5Y" 9 CI V2" 2^ , ® s _ a ® ® M. " 4 2° 2 12'-0° 34'-3" d 9 � Bedroom COMBO I ® COMBO 00 cc S/O & CO ® & 0 ! DETECTOR ® DETECTOR 2868 It _ _ A M 1 T (ll J)I L841 � COMBO \I ® e 2" 2 N ® 5'-7Y° -�- 2 �, 0 00 D TOR 2868 2868 ® �® 1'-2" U 'WORK NOTES: �) ® CI- W21 o W U it ty S1�^ e I w(( 2 e ® Rom Bedroom a ^ 4" PC SLAB I e� Q o ' � 0 W/ 10 GA. 6x6 WWM. ® ya�� m Bath AND 6 MIL. POLY O 2" co VAPOR BARRIER ® ! (, � ® 0 1 w 0 Room Ir-, 22'-4" ® I ct i Trash / o um s Hatr P A 301 301 0 Waste Line c o a — _ - - - _ Masa�jo2eninLffor — 168' Goroge Door - - - - - E D11 PROJECT: — — — — —— — — — — — — — — — — — 30 30 24" Apron i 1 CIO AJ t 11 -3 ["=,I R 11, 811 is 7 -- . -3Y.. -3Y' —20' 2Y4" 1'-10Y4" 13'-0" 51-1 15 LANIDING LA KIE 3'-8" GEE PORT, NY 11944- 73'-4° SCUP,W"1000-0 3.04-0'62 ;DRAWING TITLE: 4 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE BASEMENT FLOOR 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL EXT, HEADERS ARE TO BE 6ET: ISSUED FOR: DATE: BASEMENT FLOOR PLAN (2)1 OTH 9WI LVL UNLESS11 OTHERWISE NOTED k 4 NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODE OF NOTE: SEAL: DALE: NEW YORK STATE 1) ALL EXTERIOR HEADERS TO BE (2)14"x 94" LVL HEADERS UNLESS OTHERWISE NOTED JUNE 15, 2023 2) PROVIDE FLOOR JOISTS BENEATH ALL WALL RUNNING PARALLEL ABOVE PROJECT NO: 1147-2023 3) ALL INTERIOR HEADERS ARE TO BE (1)14"x9" LVL WITH 2X ON FLAT ABOVE AND BELOW OF NLiy). DRAWN BY: VICTOR & CHRISANTI © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE <-� *PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT � �� �' C041 '� BDK (4) PROVIDE SOLID BLOCKING BENEATH ALL BEARING POINTS.REFER TO MANUFACTURERS ��, `� %( �y CHECKED BY: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF t, ,. m 4 SPECIFICATIONS FOR BLOCKING AT JOIST WEB. House Drawn = 2323 Sf. KEHL DESIGN ASSOCIATES, LLCM THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE `'`� `" �' � � PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN PROOF OF PURCHASE. 'ua ` sHLET NUMBtR: Max. House Livable Allowed 2442 Sf. J 0 Acceptance of these drawings does not authorize the right to build without the authorization A'ESSIO�\ /o 20 Max. Lot Coverage 2547.85 Sf. of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building Total House Drawn = 2513 Sf. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DOB NUMBER: ur agencies prior to construction. t %Ji' 1 - E 111 IIII L7 -_-'vu 3'-8° 6.9'-8" UHL DESIGN ASSOCIATES LLC " '-0" -0 residential & commercial design • consulting �3 ' "— '-6" 14'-8� '-6" 3'-6%" '-0%" P0.Box 1675 phone: (631 433-9084 �7 0 , D Southold,New York 11971 E Mai': ss in optonline.nef C I o I o o Kehl Design Associates,LLC o formerly D A K Associates,LLC e 0 0 OWNERSHIN c`ic USE OF DOCUMENTS: -0„ o I o o These drawings and specifications including the ideas, design and arrangements represented r�r145L 2880 CW35 CW g g p FWG6080R FWC6080P. therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 1 to others or used in connection with any work Powder ;K(D p :IL-_ ": or project other than for which they have been ��O> M — prepared without written consent. \uRoom - — , Master - � u r-� Bathroom itc en 15'-a" o � (FAN m ��, cc - - - - - - - - - - - - � I J� Master t0 N J X) caL ! - � o Bedroom � i � L L00- _ J 3 4" 3 6° ��" COMBO M I o ' o ATTIC w Y4 M � D (CO X r OLAP, ACCESS N '+ I 8 D y 3' 5�' 11'-6Yz" -4" 3Y° Fill 10'-5Y° 3Ui o HVAC 17'-8' I COMBO CI FAN) M t UNIT I ® r1I- E L 0 20 r2DOR COMBO '-6 4Y" 8 -6° M 00o 0TOR � Bathroom Garage 5 Mo WURK NOTES: Great Room O 2880 _2880 Cathedral Ceiling cc I CI COMBO COMBO & 0 $ & 0 2'-3Y"—� DET TOR D TOR N Bedroom o Bedroom o o o IG o CILn I 3y" , 24'-5" 2 0" 3Y2" 10'-� I 2 1 "x LVL Hdr. A3 0_ (2)1 "x9 ' LVL Hdr. _J 01 I I CX16L 3 SM. 3"SM.CX16L 3"SM. CX16R CX16 CX15L 3 SM. 3SP;1.CX15R CX15L CX15R A I I � 1 15'-43/4" I -7" I (2)14"x 921" LUL Hdr. o 14'z 8' Gorage Door PROJECT: 24" Apron _ yr 4" ;a "Z "39 fik," :.� F z i',� 12= �Gi �` 91,-3Y" 9-3 -0' 12'-2Y' 12'-1' 13'-1y" ' 8Y2° GREENP®RT, NY 11944 scrr1.1"M 000-M-04-012 3 ,DRAWING TH LE: 7 PROVIDE HURRICANE STRAPPING 200200 REOSIIDDENiALWCODE OF FIRST FLOOR NEW YORK STATE ,I ALL EXT. HEADERS ARE TO BE (2)13/"X 9Yz" LVL UNLESS SET: ISSUED FOR: DATE: FIRST FLOOR P OTHERWISE NOTED Y NOTE: PROVIDE FIRE BREAKS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE AS PER THE 2020 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE RESIDENTIAL CODE OF CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, NEW YORK STATE ;SEAL: DATE: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS NOTE: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1) ALL EXTERIOR HEADERS TO BE (2)1j"x 94" LVL HEADERS UNLESS OTHERWISE NOTED JUNE 15, 2023 IN ACCORDANCE WITH THE PROVISIONS CF THIS CODE SHALL RESULT IN A SYSTEM PROJECT NO: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE 2) PROVIDE FLOOR JOISTS BENEATH ALL WALL RUNNING PARALLEL ABOVE a TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING 1147-2023 ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS 3 ALL INTERIOR HEADERS ARE TO BE 1 1 "x9�" LVL WITH 2X ON FLAT ABOVE AND BELOW O C DRAWN BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF ( � C COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE � ,`)4\ THIS SECTION. VICTOR & CHRISANTI PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ANN C4�,, ,s� BDK (4) PROVIDE SOLID BLOCKING BENEATH ALL BEARING POINTS.REFER TO MANUFACTURERS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF .f CHECKED BY: SPECIFICATIONS FOR BLOCKING AT JOIST WEB. R301.1.1 ALTERNATE PROVISIONS KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING House Drawn 2323 Sf. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ` ;..- r A �' ' jl S EI NUMBER: STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Max. House Livable Allowed 2442 Sf. c� THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 10 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OFU• NEW YORK STATE. Lot Coverage 2547 85 Sf. Acceptance of these drawings does not authorize the right to build without the authorization 20 /o Max. p g g � —•—.._-- 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 Total House Drawn = 2513 Sf. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such r. DOB NUMBER: OF FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) agencies prior to construction. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) U 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, �. " i 71 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS U V' ''I `. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURESr ---t �, .,, gni � I : ! L El L. IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM ... _ _ I t- _ THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ! ��,DESIGN ASSOCIATES LI,C ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF residential & commercial design • consulting THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING PO.Box 1675 phone: (631)433-9084 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Southold,New York 11971 E-Mail: ssbn654@optonline.net THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH AZEK OR EQUAL BOARD AND BATTEN THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF OR SHIPLAP VERIFY WITH OWNER NEW YORK STATE. Kehl Design Associates,uc o formerly o A K Associates,LLC lam% r 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) jWNERSHIP & USE OF DOCUMENI � 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) These drawings and specifications including the 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400); ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, j I ? LLC. No part thereof shall be copied, disclosed to others or used in connection with eny work j or project other than for which they hove been LSI IL II IUI iI ILLI LII prepared without written consent. 11LJLlSI II ]_ 4 ILLLLL ILL ILLI 11 I ; W ll TL I I FE - - ❑ i I TF I E LJL_ LL� 1� 3 WORK NOTES: 4 NORTH ELEVATION .a PROJECT: H, 1-R" 1: 3� fi� L ILS __ I ILS LI L_ ISI II1j-1 II LLI AZEK OR EQUAL BOARD AND BATTEN ixf Ill ILIIILI ILII ILLL II ILI II L-L-III II OR SHIPLAP VERIFY WITH OWNER x ? LLJL IL I LH_Jt JJJ LLIL 11 I 111 IL SII LLLLJ LII IIIILtJl� 111 �IIuIILUIIILI IL �I' ILII 15 LANDING LANE LLL �LL�uLulluL_u I L�L u LLl G RE E N PO RT, NY 11944 l l ISL ILS ILLI III LII II IIII II 1111 II ILII 1 1 11 1 0 1 1 LILJllIL 1 L L1iL11_ J I I I I LII II I I II Illi ISI I IL_L ILM ILL SCTM#1000-043-04-012 LI❑L_l 1111I !I III l ll 11 1 11 11 1111 11 111, 11 111111 llill 111 H 11111 111111 Ill 11 111 ILL L 11 --1 DRAWING TITLE: PROVIDE HURRICANE STRAPPING ELEVATIONS IN ACCORDANCE WITH THE AS NOTED -- 2020 RESIDENTIAL CODE OF NEW YORK STATE i o ALL EXT. HEADERS ARE TO BE `SET: ISSUED FOR: DATE:, -- 0 (2)13/"X 9%" LVL UNLESS OTHERWISE NOTED i NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODE OF SEAL: DATE: NEW YORK STATE JUNE 15, 2023 PROJECT NO: VICTOR & CHRISANTI 1147-2023 ELEVAT I ON `�' r4C DRAWN BY: S © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �P y )- PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �' o����'r CO,ty �~ House Drawn 2323 Sf. -NECKED BY: — WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF � 1.h ;,� ti KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE r—_ ;: h;'"'',t; �� Max. House Livable Allowed 2442 Sf. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. HEEI NUMBER: 20 % Max. Lot Coverage 2547.85 Sf. °� � J'��4 ���'` 9 Acceptance of (hese drawings does not authorize the right to build without the authorization SSIOV, � - Total House Drawn = 2513 Sf. 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 t DOB NUMBER: OF agencies prior to construction. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODS OF NEW YORK STAT R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, �T tJ , ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS -��'� ._ 1-.�.1_ _ --/ — 1LIh3 _ V,.,t PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES as 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 KEHL DESIGN ASSOCIATES, LLC PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OFresidential a commercialdesign . consulting THIS SECTION. R301.1.1 ALTERNATE PROVISIONS c AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING PO,Boz 1675 phone: (6311 433-9084 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND t $outhold,NewYork 11971 EMail: ssbnb54�opfonline,nef THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF 11-1 L� I!�I� II IIU�11 I�I�I J���_� LI LI NEW YORK STATE. Kehl Design Associates,LLC o formerly D A K Associates,LLC - - II 11 III W I I I ISI I I I�I� I! I I II II I I II 11 II II I I �Illl II LI I I IIII I I I�L_II I I� 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) tO�WN7/ER/TS�H�TI�P �7U'S?%ET% OF,? DOCU'rME.NrrrTrS: 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD i 1 I1 FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) These drawings and specification, _LjLLd ;sw,-i.n-,c.-.lu,,.din.y"g�i.;,t..h.-;e _1 -- ---m;- 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ideas, design and arrangements represented LLLLLtL�1L1LL11 HI LI IIILIIIII111111111111111 � 11111111�1� II JL1_U II ll_I _fl II III LI I'.J111 ILS ISI II IWJ II Ill II II II II II II II II II LI II II II�Il�. therein, are the property of D.cop ASSOCIATES, I I I ILS I IL I I ILII I IL II I IIII i IL1Llla LLC. No part thereof shall be copied, disclosed JL_ll IIII !�� !Lll II U U II 1111 I ILII IL11 II I1 11 J to others or used in connection with any work llL LL! L _IIII ! 11 11 11 L ! I l I IJ LJ or project other than for which they have been -�T-a' ! !1 ! -LLLL11 L �J 11 11 11 11 I'! 11 LI J L W • prepared without written consent. J 1 JL J1 U U U LJ I l l I_L L t I LL ! 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ALL FLOOR PLANS AND ELEVATIONS ARE f `� ,\%> J. WEST ELEVATION VICTOR & CHRISANTI PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT `�v �� WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �'' �' z CHECKED BY: KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE a House Drawn = 2323 Sf. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SHEET NUMBED: Max. House Livable Allowed 2442 Sf. .' 20 % Max. Lot Coverage 2547.05 Sf. Acceptance of these drawings does not authorize the right to build without the authorization 9 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Total House Drawn 2513 Sf. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such Dub NUI OF agencies prior to construction. b R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STAT R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE %;" ✓ IC�-- CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, / rte ,= ARCHITECTURAL GRADE ROOF SHINGLE ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES ICE & WATERSHEILD IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM " CDX EXT. ROOF SHEATHING THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE -; TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING DESIGN ASSOCIATES Lid RIDGE VENT 2x10-16" oc RAFTERS ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS , PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF residential & commercial design • consulting 1j"X11 " LVL RIDGE THIS SECTION. RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING R301.1.1 ALTERNATE PROVISIONS ARCHITECTURAL GRADE ROOF SHINGLE 12 12 RIDGE VENT RIDGE VENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING PO,Box 1675 phone: (631)433-9084 ICE & WATERSHEILD 6 6 7 � STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Southold,New York 11971 E-Ma!l: ssbn650,optonline,net 1 "X112X6 COLLAR FS_--_ g" LVL RIDGE 1 "X11 g" LVL RIDGE THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 8" CDX EXT. ROOF SHEATHING 16"oc. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Kehl Design Associates,LLC o formerly D A K Associates,LLC 2x10-16" oc RAFTERS � / _. ,,�, D FRAMED 12" 2X6 WITH E CONSTRUCTED ATTIC \\ 6" CLOSED CELL SPRAY FOAM R-45 / 2) A SCI STOAONDARD FOR COLD-FORMED STEEL AFRA FRAMING - PRESCRIPTIVE METHOD OWNERSHIP & USE OF DOCUMENTS: OF 2X6 WITH E&CB AZEK ON ATTIC FOR ONE-AND TWO FAMILY DWELLINGS AISI-S230 These drawings and specifications including the UNDERSIDE 2X6 WALL TO RAFTERS �� 12 ( ) ideas, design and arrangements represented R-19 INSULATION PF�� INSULATION BAFFLE POST TO RIDGE 6 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (lCC400) therein, are the property of D.A.K. ASSOCIATES, S�FZ LLC. No part thereof shall be copied, disclosed 2x4-32" oc F P� \ R-19 INSULATION to others or used in connection with any work oc 2x6-16" oc RAFTERS or project other than for which they have been 2x6 / 2X4 STRONG BACK X16 2x6-16" oc RAFTERS � y prepared without written consent. � (2)1 J"x9�' LVL HDR. PACKED OUT TO CREATE A BEAM TO COVER 2x6_ TOP OF COLUMN. 2X8 CEILING JOISTS 16"oc. R-30 INSULATION 1 8" FASCIA 12" VENTED SOFFIT (SEE DETAIL) f R-30 INSULATION HURRICANE STRAPPING /R-30 DOUBLE 2x6 PLATE INSULATION 4x4 ACO POST COLUMN WRAPPED R-15 ROCKWOOL 2x6-16" oc WALL STUDS WITH AZEK OR EQUAL INSU RGCKWOOL INSULATION s"CDX SHEATHING a " NSULATION BLUESKIN HOUSEWRAP 18-�" 154/4 R-21 INSULATION "x 8" HARDI-PLANK (6" EXP) - R-21 INSULATION GARAGE GREAT ROOM CL BED ROOM CL BED ROOM FIRE BLOCKING - 2x6 PLATE R-21 INSULATION CATHEDRAL CEILING STONE FINISH R-15 ROCKWOOL a" FINISHED WOOD FLOORS 2x6 CCA SILL 4" PC SLAB 6" SLAB W/6X6 WWM. INSULATION J" ADVANTECH TERMITE SHIELD - SILL SEAL W/ 10 GA. 66 WWM. DECKING AND 6 MIL. POLY J"x18" ANCHOR BOLTS MAX. 32" OC VAPOR BARRIER 1-1/8" FIBERSTRR RIM BOARD (AS PER MFG. SPECS.) 1 8' P.C. FOUNDATION WALL i MASOONRY OPENING FOR TJI230 x 9-1/2" 2x6 CCA SILL 14x8 GARAGE DOOR R-30 16" oc R-30 R-3C ZTJ1230 x 9-1/2" R-30 ZTJ1230 x 9-1/2" TERMITE SHIELD - SILL SEAL 2x4 KEY WAY INSULATION INSULATION INSULATION 16" oc INSULATION 16" oc R"x18" ANCHOR BOLTS MAX. 32"oc. 24" x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) WITH (4)#5 REBAR L.W. AND #5 BASEMENT BASEMENT BASEMENT BASEMENT #5 VERTICAL REBAR 4'-0"oc. REBAR S.W. AT 2'oc. . . STEP FOOTINGS AS NECESSARY (2)#5 HORIZONTAL REBAR 36"oc. WORK NOTES: - 4" PC SLAB 4" PC SLAB 4" PC SLAB DAMP PROOFING t.>, W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. TO MAINTAIN 3'-0" BELOW AND 6 MIL. POLY AND 6 MIL. POLY PROVIDE HURRICANE STRAPPING FINAL GRADE VAPOR BARRIER AND 6 MIL. IE VAPOR BARRIER 8" P. C. FOUNDATION WALL IN ACCORDANCE WITH THE �-. VAPOR BARRIER f - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2x4 KEY WAY 2020RESIDENTIAL CODE OF YORKSTATE - - - - - - - - - - - - - - - - - - - NEW YORK STATE — — — — — — — — — — — — — — — — — — — — — — —— — — — — — ———— — — — — — — — — — — — — — — — — — — — — — 24" x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) ALL EXT. HEADERS ARE TO BE 1 WITH (4)#5 REBAR L.W. AND #S € REBAR S.W. AT 2'oc. (2)1Y,"X 9%" LVL UNLESS OR!ERWISE NOTED NOTE: PROVIDE FIRE BREAKS CROSS SECTION A AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ARCHITECTURAL GRADE ROOF SHINGLE — ICE & WATERSHEILD • RIDGE VENT J" CDX EXT. ROOF SHEATHING t 14"X11;" LVL RIDGE 2x10-16" oc RAFTERS RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING ARCHITECTURAL GRADE ROOF SHINGLE 12 12 RIDGE VENT RIDGE VENT 1 ICE & WATERSHEILD 6 6 t" CDX EXT. ROOF SHEATHING 2X6 COLLAR TES 14°X11 " LVL RIDGE 1 "X11 " LVL RIDGE 3 :;PROJECT: 16"oc. 2x10-16" oc RAFTERS 4 ATTIC � � 6" CLOSED CELL SPRAY FOAM R-45 ' VC 2X6 WALL TO RAFTERS AT IC 12 R-19 INSULATION RPF��� INSULATION BAFFLE POST TO RIDGE 6 S`� 3X10 FIR BEAMS BOLTED R- IN ATION ,,, ,, .oc BETWEEN RAFTERS @ 8'oc. 2x6-16" oc RAFTERS R-19 INSULATION a 7 2� k, X8 CEILIN 1 c. ATTIC UTILITY R-30 INSULATION 8" FASCIA — ACESS 15 LANDING LANE 12" VENTED SOFFIT (SEE DETAIL R-30 INSULATION R-30 INSULATION ^ c LANDING qE � HURRICANE STRAPPING GREE PORT, Y 11C944 DOUBLE 2x6 PLATE 18_x• R-15 ROCKWOOL R-15 ROCKWOOL 2x6-16" oc WALL STUDS INSULATION INSULATION "CDX SHEATHING r SCTF►;�`1000-M-IM-012 BLUESKIN HOUSEWRAP c� �` R-21 INSULATION 2"x 8" HARDI--PLANK (6" EXP)- - R-2 INSULATION FIRE BLOCKING GREAT ROOM �' WALK-IN CL CL BATHROOM - DRAWING TITLE: 2x6 PLATE - CATHEDRAL CEILING R-15 ROCKWOOL " FINISHED 4" FINISHED J" FINISHED INSULATION WOOD FLOORS R-21 INSULATION WOOD FLOORS WOOD FLOORS CROSS SECTIONS 2x6 CCA SILL J" ADVANTECH " ADVANTECH 4" ADVANTECH AS NOTED TERMITE SHIELD - SILL SEAL DECKING DECKING DECKING J%18" ANCHOR i :t BOLTS MAX. 32" oc (2)1-3/4 x 92'" LVL GIRDER `SET: ISSUED FOR: DATE: PT- - - - - - - - - - - - ITT 8" P.C. FOUNDATION WALL (2)2X4 LVL FLOOR I I I I R-30 TJI2 O K 2 R-30 9-1 BEAMS Cd`Coc. / TJ1230 x 9-'/2" 2x4 KEY WAY ( 4" STEEL COL. INSULATION 16" oc INSULATION 16" oc 36% 36"x 12" ( ( I ICONCRETE FOOTING W/ VICTOR & CHRISANTI 24" x 10" CONCRETE FOOTING BASEMENT 3'-0" BELOW FINAL GRADE. (TYP.) I 4" STEEL COL. (5)#5 REBAR E.W. BASEMENT BASEMENT #5 VERTICAL REBAR 4'-0°oc. WITH (4)#5 REBAR L.W. AND #5 I I I ( 24% 24"x 12" 4" STEEL COL. J REBAR S.W. AT 2'oc. ( � ( � CONCRETE FOOTING W/ 24% 24"x 12" ,� House Drawn - 2323 Sf. SEAL: DATE: (5)#5 REBAR E.W. (2)#5 HORIZONTAL REBAR 36"oc. I � � 4" PC SLAB � � 4" PC SLAB 4" PC SLAB CONCRETE FOOTING W/ 4" PC SLAB Max. House Livable Allowed 2442 Sf. JUNE 15, 2023 III W/ 10 GA. 6x6 WWM. I ( W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. (5)#5 REBAR E.W. W/ 10 GA. 6x6 WWM. ;::,;_•.,.,.; DAMP PROOFING °>,;�. PROJECT NO: AND 6 MIL. POLY AND 6 MIL. POLY AND 6 MIL. POLY AND 6 MIL. POLY .,;.,-•:4��'r:�.�: STEP FOOTINGS AS NECESSARY VAPOR BARRIER I I VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER `:. 8" P. C. FOUNDATION WALL TO MAINTAIN 3'-0" BELOW I I �"'�firt."r`:-K�*.���� FINAL GRADE - - - - - - - - — — — — — — — — — — - - `'' r' 2x4 KEY WAY 1147-2023 _; 20 % Max. Lot Coverage 2547.85 Sf. DRAWN BY: - - - - - - T- —I- - - - - - - - - - - r. 24" x 10" CONCRETE FOOTING EOF r'r! 'y L_ _J ..;. " �R" y. 3'-0" BELOW FINAL GRADE. (TYP.) Total House Drawn - 2513 Sf. J. WITH (4)#5 REBAR L.W. AND #5 ? *� �O�C��T co Total CHECKED BY: REBAR S.W. AT 2'oc. r'�' 'k, SHELi NUMBER: CROSS SECTION B Ik� �� oe C SIN COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE Acceptance of these drawings does not authorize the right to build without the authorization 4 DOB NUMBER: ul 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 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. PROVIDE HURRICANE STRAPPING R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE IN ACCORDANCE W1TH THE 2020 RESIDENTIAL CODE OF R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE NEW YORK STATE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ARCHITECTURAL GRADE ROOF SHINGLE ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES /'f°(� - `® ~ F ✓ ' 21/aX 9/ LVL UNLESS IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM ICE & WATERSHEILD ALL 3T. HEADERS ARE TO BE CDX EXT. ROOF SHEATHING OTHERWISE NOTED THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING rte,DESIGN ASSOCIATES LLC oc RAFTERS ELEMENTS TO THE FOUNDATION, BUILDINGS AND STRUCTURES CONSTRUCTED AS � ? RIDGE VENT NOTE: PROVIDE FIRE BREAKS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF residential s, commercial design . consulting 14"X11J" LVL RIDGE AS PER THIS SECTION. RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING THE 2020 R301.1.1 ALTERNATE PROVISIONS ARCHITECTURAL GRADE ROOF SHINGLE 12 12 RIDGE VENTRIDGE VENT RESIDENTIAL CODE OF AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING PO.Box 1675 phone: (631�433.9084 ICE & WATERSHEILD 6 \ 6 NEW YORK STATE STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND \ \\ 14"X11 g" LVL RIDGE 14"X11$" LVL RIDGE THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ' SOUfh0ld,NeWYork 11971 E-Mail: ssbn654�opfon'lne,nef 8" NG CDX EXT. ROOF SHEATHING THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDICODE OF ATTIC NEW YORK STATE. 2x10-16' oc RAFTERS \ Kehl Design Associates,ILLC of rm rly D A K e5 C o e Associai LI LC (3 COLLA \ r 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) vWNLRSHIP & USE OF DOCUMENiS: / 6" CLOSED CELL SPRAY FOAM R-45 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD 4 2 \ ATTIC 12 FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) These drawings and specifications including the 1 "x 9 t" LVL FALSE VALLEY'S � � 3 ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ideas, design and arrangements represented INSULATION BAFFLE POST TO RIDGE ) R-19 INSULATION �� Pi�� 6 therein, are the property of D.A.K. ASSOCIATES, 14"x 9J" LVL i SrL j LLC. No part thereof shall be copied, disclosed FALSE RIDGE R-19 INSULATION to others or used in connection with any work of \ 2x6-16;7— oc RAFTERS or project other than for which they have been Window Headers io be prepared without written consent. R-19 INSULATION x R-19 INSULATION Constructed with IN FALSE CEILING INSULATION , \\ (4)#5 Horizontal Rebar with N Fi \ \ (4)#3 Rebar Stirrups Equally Spaced 2X8 CEI LIM TS 16"oc. R-30 INSULATION \ with 6" Bearing on each end 8" FASCIA 12" VENTED SOFFIT (SEE DETAIL) R-30 INSULATION R-30 INSULATION R-30 INSULATON -a� HURRICANE STRAPPING UDR00 KITCHEN KITCHEN DOUBLE 2x6 PLATE R-15 ROCKWOOL a 2x6-16" oc WALL STUDS CATHEDRAL CEILING R-15 ROCKWOOL a"CDX SHEATHING INSULATION o � S'-7 24'-5' INSULATION 26—l• Window Lintel "B" BLUESKIN HOUSEUVRAP R-21 SULATION "x 8" HARDI-PLANK (6" EXP) - R-15 ROCKWOOL MASTER MASTER C FIRE BLOCKING— — INSULATION BATHROOM BEDROOM y 2x6 PLATE R-21 INSULATION R-21 INSULATION R-30 R-30 R-30 R-30 R-30 R-15 ROCKW00_ INSULATION INSULATION INSULATION INSULATION INSULATION INSULATION r 7 zProvide 2x8 TERMITE SHIELD - SILL SEAL _ Window well 4 Rebar 2x6 CCA SILL PACQ Buck 1-1/8" FIBERSTRONG RIM BOARD around all Ladder set into wall "x18" ANCHOR - and Epoxy into place BOLTS MAX. 32" oc WINDOW HEADERS ARE TO _ WINDOW HEADERS ARE TO as per 2020 NYS 5 REBAR 5 REBAR WINDOW HEADERS ARE TO — 5 REBAR (AS PER MFG. SPECS.) Basement BE CONSTRUCTED Of # —— Building Code „ �— BE CONSTRUCTED OF Windows (2)#5 HORIZONTAL REBARLLJ (2)#5 HORIZONTAL REBAR BE CONSTRUCTED L TJ1230 x 9-1/2" 2x6 CCA SILL 9 (2)#5 HORIZONTAL REBAR ZR-30 TERMITE SHIELD - SILL SEAL � 16" oc ZTJ1230 x 9-1/2" Gravel #5 REBAR ` / #5 REBAR ` / #5 REBAR \ / INSULATION 16" oc k 8" P.C. FOUNDATION WALL #5 REBAR #5 REBAR #5 REBAR � #5 REBAR #5 REBAR #3 REBAR "x18" ANCHOR BOLTS MAX. 32'oc. r>•.,.� :, ; Sand and Gravel #5 VERTICAL REBAR 4'-O"oc. PROVIDE 14"X 921" _VL 4„ PROVIDE 1;"X 92"' LVL BOX BEAM HEADER ABOVE PROVIDE i4 X 92 LVL BASEMENT BASEMENT #5 VERTICAL REBAR 4'-0"oc. BASEMENT WINDOWS BOX BEAM HEADER ABOVE BOX BEAM HEADER ABOVE (2)#5 HORIZONTAL REBAR 36"oc' 4" PC SLAB 4" PC SLAB BASEMENT WINDOWS 4" PC SLAB BASEMENT WINDOWS 4" PC SLAB (2)#5 HORIZONTAL REBAR 36"oc• :WORK NOTES: W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. DAMP PROOFING AND 6 MIL. POLY 7 AND 6 MIL. POLY AND 6 MIL. POLY AND 6 MIL. POLY y VAPOR BARRIER �/ VAPOR BARRIER VAPOR BARRIER VAPOR BARRIER 8" P. C. FOUNDATION WALL HEADER DETAIL. 8" P.C. FOUNDATION WALL 2x4 KEY WAY 2x4 KEY WAY — 24" x 10" CONCRETE FOOTING i STEPPED 3'-0" BELOW FINAL GRADE. (TYP.) .i 24" x 10" CONCRETE - WITH (4)#5 REBAR L.W. AND #5 FOOTING3'-O" BELOW _ REBAR S.W. AT 2'oc. FINAL GRADE. (TYP.) CROSS SECTION C WITH (4)#5 REBAR L.W. AND #5 REBAR s S.W. AT 2'oc. RIDGE VENT RIDGE VENT 14"X11 J" LVL RIDGE 14"X11 J" LVL RIDGE RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING ARCHITECTURAL GRADER OF SHINGLE ARCHITECTURAL GRADE ROOF SHINGLE ICE & WATERSHEILD ICE & WATERSHEILD J" CDX EXT. ROOF SHEA HIND J" CDX EXT. ROOF SHEATHING 2x10-16" oc RAFTERS 6 COLLA TI 2x10-16" oc RAFTERS COLLAR 2x4-32" oc 16"oc. 2x4-32" oc 16"oc. PROJECT: 2x6 / 2X4 STRONG BACK 2x6 / 2X4 STRONG BACK ATTIC 14"x9" LVL RIDGE AV%WPM - ' R 19 INSULATION 2x8 RAFTERS @16"oc• R 19 INSULATION ARCHITECTURAL GRADE ROOF SHINGLE 3 ICE & WATERSHEILD - m 2X8 CEILING JOISTS 16"oc. CDX EXT. ROOF SHEATHING 2X8 CEILING JOISTS 16"oc. 8" FASCIA 8" FASCIA R-30 INSULATION 12" VENTED SOFFIT R-30 INSULATION , P Ixr� 12" VENTED SOFFIT (SEE DETAIL) 12" VENTED SOFFIT (SEE DETAIL) (SEE DETAIL) -5" R-15 ROCKWOOL HURRICANE STRAPPING HURRICANE STRAPPING INSULATION ,_a, r_�• s DOUBLE 2x6 PLATE — R-21 ROCKWOOL 4X4 ACQ POST W/ VENTED SOFFIT DOUBLE 2x6 PLATE 2x6-16" oc WALL STUDS INSULATION 10" HB&G COLUMN (SEE DETAIL) CL v2• CL w HALL '" 2x6-16" oc WALL STUDS R"CDX SHEATHING 2 51,CDX SHEATHING 't BLUESKIN HOUSEWRAP �_ BEDROOM BATHROOM MASTER WRAP WALK-IN MASTER BLUESKIN HOUSEWRAP 15 LANDING LANE HARDI PLANK SIDING (E>" EXP) - ' BEDROOM I R-15 ROC OOL CLOSET BATHROOM HARDI PLANK SIDING (6" EXP) G�EE��®hi.T NY 11944 FIRE BLOCKING — FINISHED INSULATIO ti. R Iii. 2x8 CCA LEDGER WOOD FLOORS FIRE BLOCKING R-15 ROCKWOOL PORCH R-21 INSULATION WOOD FINISHED INSULATION WOOD (SHED FLOORS R-30 a"x 6"AZEK OR EQUAL DECKING R-21 INSULATION R-21 ROCKWOOL SCTIV91000-043-04-01`2 2x6 PLATE 4 ADVANTECH INSULATION 2x8 CCA LEDGER 4" ADVANTECH INSULATION DECKING 4" ADVANTECH SIMPSON POST ANCHOR--- DECKING 2x6 PLATE t DECKING (2)2x8 CCA GIRDER ,DRAWING TITLE: 1-1/8" FIBERSTRONG RIM BOARD — - TJ1230 x 9-1 2" -0' -0' TJ1230 x 9-1 2" 1�" BLUESTONE PATIO TJI230 x 9-1 2" 1-1/8" FIBERSTRONG RIM BOARD (AS PER MFG. SPECS.) 16 oc 16 oc 2x6 CCA SILL CONCRETE SLAB 16 oc (AS PER Zx6GCCA ESILL TERMITE SHIELD - SILL. SEAL R-30 INSULATION 2x6 CCA SILL 5 REBAR TERMITE SHIELD - SILL SEAL CROSS SECTIONS # R-30 R-30 AS NOTED "x18" ANCHOR BOLTS MAX. 32"oc• #5 REBAR "x18" ANCHOR #5 REBAR PINS ©24"oc• INSULATION INSULATION 1 BASEMENT COMPACT BASEMENT BOLTS MAX. 32"oc• BASEMENT BASEMENT "x18" ANCHOR BOLTS MAX. 32"oc. CW14R CW14R •'SET: ISSUED FOR: DATE: #5 VERTICAL REBAR 4'-O"oc. #5 REBAR #5 VERTICAL REBAR 4'-O"oc. #5 VERTICAL REBAR 4'-0"oc• FILL #5 VERTICAL REBAR 4'-O"oc. =_ 4" STEEL COL. HORIZONTAL REBAR 36'oc. (2)#5 HORIZONTAL 2 5 HORIZONTAL REBAR 36"oc. —� 24"x 24"x 12" (2)#5 4" PC SLAB ` 4" PC SLAB ( )# 4" PC SLAB CONCRETE FOOTING W/ 4" PC SLAB (2)#5 HORIZONTAL REBAR 36"oc. 1 100 REBAR 36'oc. DAMP PROOFING — W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. W/ 10 GA. 6x6 WWM. (5)#5 REBAR E.W.--\ W/ 10 GA. 6x6 WWM. DAMP PROOFING AND 6 MIL. POLY [PROVIDE 14"X 92"' LVL PROVIDE 14"X 9j" LVL AND 6 MIL. POLY AND 6 MIL. POLY AND 6 MIL. POLY 8" P. C. FOUNDATION WALL - VAPOR BARRIER BOX BEAM HEADER ABOVE BOX BEAM HEADER ABOVE M VAPOR BARRIER 8" P. C. FOUNDATION WALL VAPOR BARRIER VAPOR BARRIER 8" P. C. FOUNDATION WALL 2x4 KEY WAY BASEMENT WINDOWS BASEMENT WINDOWS 2x4 KEY WAY N. 2x4 KEY WAY ,SEAL: DATE: 24" x 10" CONCRETE FOOTING - _ 24" x 10" CONCRETE FOOTING 24" x 10" CONCRETE FOOTING 3'-0" BELOW FINAL GRADE. (TYP.) 3'-C" BELOW FINAL GRADE. (TYP.) 3'-0" BELOW FINAL GRADE. (TYP.) JUNE 15, 2023 PROJECT NO: WITH (4)#5 REBAR L.W. AND #5 WITH (4)#5 REBAR L.W. AND #5 WITH (4)#5 REBAR L.W. AND #5 l REBAR S.W. AT 2'oc. REBAR S.W. AT 2'oc. REBAR S.W. AT 2'oc. --- 1147-2023 �E of t';' DRAWN BY: C. CROSS SECTION D VICTOR & CHRISANTI CROSS SECTION E > ° f CHECKED BY: �•'� i is �i��''t .1 House Drawn = 2323 Sf. f:- { ,rr_ SHLLT NUMBER: Max. House Livable Allowed 2442 Sf. 6$q 300"'` 20 /o Max. Lot Coverage 2547.85 Sf. C COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE O Acceptance of (hese drawings does not authorize the right to build without the authorization SS VIA DOB NUMBER: GE 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 Total House Drawn = 2513 Sf. 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.