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Home My WebLink About51401-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51401 Date: 11/20/2024 Permission is hereby granted to; Waves Properties LLC 300 Dartmouth Ave Fair Haven, NJ 07704 To: Construct a new single-family dwelling with mini-split system as applied for perSCHD,Trustees non- jurisdiction and DEC non-jurisdiction approvals. Premises Located at: 2388 Hyatt Rd, Southold, NY 11971 SCTM# 54.4-5 Pursuant to application dated 07/26/2024 and approved by the Building Inspector. To expire on 11/20/2026. Contractors: Required Inspections: DRAINAGE, FOOTING,/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING, PLUMBING ELECTRICAL- ROUGH, FIRE RESISTANT PENETRATION , ELECTRICAL- FINAL, INSULATION , FIRE SAFETY INSPECTION , FIRE RESISTANT CONSTRUCTION , FINAL, Fees: Single Family Dwelling-NEW $2,100.00 CO Single Family Dwelling-New $100.00 Total $2,200.00 �� Building Inspector I 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 litti2s://Nvww.southoldtowt,niy. �o p fl pp Date Received APPLICATION BUILDING 0S For Office Use Only 140L Building fnsirector: PERMIT NO. i , 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:7/24/24 OWNER(S)OF PROPERTY: Name:Lis . rown c/o Wave Properties SCTM a 1000-54-01-5 Project Address:2388 Hyatt Road Phone#:201-207-0726 Email: Iisa.a.brown@jci.com Mailing Address:300 Dartmouth Avenue, Fair Haven, NJ 07704 CONTACT PERSON: Name:Joseph Burke Mailing Address:300 Dartmouth Avenue, Fair Haven, NJ 07704 Phone#:732-233-1647 Email: DESIGN PROFESSIONAL INFORMATION: Name:Kehl Design Associates Mailing Address:265 Jasmine Lane, Southold, NY 11971 Phone#:631-433-9084 Email:SSbn654@optonline.net CONTRACTOR INFORMATION: Name: LC-A/ �. Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $500,000 Will the lot be re-graded? Dyes®'No Will excess fill be removed from premises? 19Yes ❑No 1 t . NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 7 SUNY A,Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 t-nvW.dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT May 21, 2024 Wave Properties, LLC 300 Dartmouth Ave Fair Haven NJ Re: Application# 1-4738-05009/00001 Wave Properties LLC Property -2388 Hyatt Road Southold SCTM# 1000-54-1-5 Dear Applicant: Based on the information you submitted, the Department of Environmental Conservation has determined that the property line at N25°1010"E intersects with the 48' and 46' contour lines, as shown on the survey prepared by Donald J. Metzger, L.S., last revised 6/27/2023, which demonstrates that the ground elevation at this location is in excess of 10'. Therefore, the entirety of the property is beyond the jurisdiction of the Article 25 Tidal Wetlands Act and, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of the property line. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. In addition, please be advised that DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB) (Myotis septentrionalis), a species listed as "endangered" by both New York State and the US Fish &Wildlife Service, within 3 miles of the project location. We have determined that tree cutting at this location between March 1st and November 30th of any calendar year may result in the"take" of these species within the meaning of Environmental Conservation Law (ECL)§11-535. The term "take" is defined, in part, as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. Therefore, to avoid a "take", we recommend that no tree cutting activities be conducted at the project site between the dates of March 1 and November 30 of any calendar year. Please contact the DEC Bureau of Wildlife at 631-444-0310 for additional information regarding NLEB. --r"14 vYORK Departmentof N tlRN$ W w'wxMPlw"%MaM1B11F Environmental Page 1 of 2 ' conservation 1 � Please note that this letter does not relieve you of the responsibility of obtaining any necesslary. '- permits or approvals from other agencies or local municipalities. - Sincerely, Kevin A. Kispert Permit Administrator cc: BMHP Joseph Burke File i I i Page 2 of 2 " Town Hall Annex Glenn Goldsmith,President " 54375 Route 25 A.Nicholas Krupski,Vice Presidents' � P.O.Box 1179 Eric Sepenoski 1� i`„y Southold,New York 11971 Liz Gillool G� Y � ti Telephone(631) 765-1892 Elizabeth es Pee l 'w �� `'�� P a �� ,�� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 21, 2024 Joe Burke 300 Dartmouth Avenue Fair Haven, NJ 07704 RE: WAVES PROPERTIES, LLC 2388 HYATT ROAD, SOUTHOLD SCTM# 1000-54-1-5 Dear Mr. Burke: The Southold Town Board of Trustees reviewed the survey prepared by Peconic:Surveyors, last dated June 27, 2023 and determined that the proposed construction of a proposed 24'x35' cottage and I1A OWTS system is out of the 100 foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary, or within 100' landward from the edge of vegetated wetlands, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that ali necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area,, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. Sincerely, 4" Glenn Goldsmith, President GG:ec Generated by REScheck-Web Software Compliance Certificate Project Burke / Brown Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area.° 2,005 ft2 Glazing Area 20% Climate Zone: 4 (5572 MD) Permit Date: Permit Number: All Electric true Is Renewable false Has Charger false Has Battery: false Has Heat Pump: true Construction Site: Owner/Agent: Designer/Contractor: Hyatt Rd. (Lot West of 2170 Hyatt Joseph Burke Brett Kehl Rd.) 2170 Hyatt Road Kehl Design Assoc. LLC. SCTM# 1000-54-01-05 Southold, NY 11971 265 Jasmine Lane Southold, NY 11971 732-233-1647 Southold, NY 11971 joeBurke@nelsonfromer.com 631-433-9084 ssbn654@optonline.net Compliance: 10.4%Better Than Code Maximum UA: 347 Your UA: 311 Maximum SHGC: 0.40 Your SHGC: 0.30 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. s fl N slab-onu girade �lal:�..olr�®a��'� �'� to°'ad�:��s�'�.� r�c*a"n� luau"u..c.a°'�:o�msu¢�a.u�� 6u"n�.I"ti�'�� rc�u� ��^r'��a�u'°Ir�'ri�o�uc:rc:. ��au�r�°a1u�u��a�,p:v�4:ll'� i2°: ICtI�: c�n�*c:lle. If::N�%:III assen'4IbIIy uu'i the slibecci lled chrnat'e zone u" ulst Rneet t1he mfirilimurn energy code auisu llaUon R vas u e and depth requlirelrnen s. .Envelope AS5_eMb_r1eS Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,003 49.0 0.0 0.026 0.026 ' 26 • 9 9 26 Wall:Wood Frame, 16" D.C. 766 21.0 0.0 0.057 0.060 37 39 Orientation: Front Door: Solid Door(under 50%glazing) 24 0.180 0.320 4 8 Orientation: Front Window:Wood Frame SHGC: 0.31 91 0.290 0.320 27 29 Orientation: Front Wall 1:Wood Frame, 16" o.c. 437 21.0 0.0 0.057 0.060 24 25 Orientation: Left side Project Title: Burke/ Brown Residence Report date: 07/11/24 Data filename: Pagel of 2 r Cont.Assembly or Cavity • • Req. Prop. •r U-Factor UA UA Window 1: Wood Frame SHGC: 0.31 19 0.290 0.320 6 6 Orientation: Left side Wall 2:Wood Frame, 16" o.c. 766 21.0 0.0 0.057 0.060 29 31 Orientation: Back Door 1: Glass Door(over 50%glazing) SHGC: 0.24 71 0.300 0.320 21 23 Orientation: Back Window 2:Wood Frame SHGC: 0.31 181 0.290 0.320 53 58 Orientation: Back Wall 3: Wood Frame, 16" o.c. 437 21.0 0.0 0.057 0.060 18 19 Orientation: Right side Window 3: Wood Frame SHGC: 0.31 113 0.290 0.320 33 36 Orientation: Right side Floor:All-Wood joist/Truss 1,003 30.0 0.0 0.033 0.047 33 47 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 r quir tints listed in the REScheck Inspection Checklist. NaNe-Title Signature Date Project Title: Burke/ Brown Residence Report date: 07/11/24 Data filename: Page 2 of 2 - TEST HOLE DATA 9i wrreonY9iwm,x.,b ��JUL AN s A 1 RA M NOONALO GEOSGENCE eY„ .mom. 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ELECTRIC RISER DIAGRAM SOUTHOLD,NY alY :. tu N.T.S. POLYLOK p BOX DETAIL SCTM#1000-54-01 0 -05 ` �. AO N.T.S. AREA FOR HEALTH DEPARTMENT APPROVAL STAMP LOCKING COVER DETAIL N.T.S. 45£ � a VNMs n..__ `1U 2 f c Sit 00 t<" DRAWN BY:JF I JP I ._ +'-:ONTF'O ,�ANr, €. AI E Pti MP � EV_Al t3N � N C = c —_ .T.S. _ BILLOF MATERIALS ,n s _3 I OCTOBER 7,2023 SANITARY SYSTEM DESIGNWo m 4 ,,,•m�ri � ,;-c,�,,, 4 BEDROOMS = 110gpd/br = 440 gpd O I �� 1<, *� SCALE:ASNOTED F 18, w "�" " HYDROACTION AN400 = 450gpdAm f SHEET NO: �a < 1 • A � LEACHING w U SE:Sam -I a�..ii I�- [1] 8' DIA x 12' DEEP LP ,� _ SlrmnxTmn ,as w,[o 12OL03 "" [1] 8' DIA x 12' DEEP EXPANSION POOL PROPERTY INFORMATION ,,I Existing use of property:Vacant Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes El No IF YES, PROVIDE A COPY. ❑Check Box After Reading: 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 buildingls)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 (print name):Joseph Burke BAuthorized Agent []Owner Signature of Applicant: . Date: 712-bI2--� STATE OF NEW YORK) SS: COUNTY OF Joseph Burke being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe Husband/ Authorized Agent (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 00r"'"'rrryrn"'r'r� ' _day of �"� 20 U �q Notary Public E 0IM 'HOP th(Where e applicant ") ')( �w' (W1 �) (is not the owner) sx�,� rEXPwIR ts'�'� A- I, residing at Lisa Brown 300 Dartmouth Avenue, Fair Haven, NJ 07704 . do hereby authorize Joseph Burke to apply on my behalf to the To cif Id Building Department for approval as described herein. wa�riees Signature Date is Brown Print Owner's Name 2 SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD c4 ; ll SUFFOLK COUNTY, N. Y. 1000-54-01-05 SCALE: 1'-30' ` MARCH 22, 2022 . JUNK' 27, 2023 41 7 \ ,ss °., wF JULY 25, 2024 ( PROPOSED ) U/G PROP. F �6 4SO, \ ® 441 [ , �'C+ A < > TANK 0 4 F, r *� I "s / Opp Ar ,CItg�r sT'' E \ �\` pp pp°rp CESSPOOL / ary � + R 83 p F( DIRT DRIVEWAY y., .41 TEST HOLE DATA hW McDONALD GEOSCIENCE JUNE 7, 2023 14M \ f EL. 52.3' 1 DARK BROWN LOAM OL Bouam " / a' . dl +FE 42"BEECH ` MAh �r alp 4 IS,O6-ro + ."'TEST HOLE .' 4- /i ELEV.=52.3' r FC.48 -. ENCLOSED t" a 15O' C.E. 12 MAPLE x, 2'MAPLE « °Sa BROWN SILTY SAND . � 1 uaLDER � � c�' \ WEI WITH GRA VEL SM >m "`fir p156 "MAC LE , ,\p�0 �� 9 � �`&; � '�. 30"OAK p ,,✓ � p bc � . PALE BROWN VERY FINE SAND SP _ SRE T GTi 0,7` 13 -° COMMENT.- NO WATER ENCOUNTERED boo,,\ ® ,1 rep0.1 LF KEY ' 0 = REBAR ® = WELL FLOOD ZONES FROM FIRM A = STAKE I 36103C0501 H (PROPERTY ENTIRELY IN ZONE X) = TEST HOLE A 710NS & CONTOURS LINES • = PIPE S. LIC. NO. 051132� ELEV REFERENCED TO NAVD 1988 ■ = MONUMENT N. Y.S. LIC. N0. 49E ANY ALTLRA 77ON OR ADDI7TON 7O IS SURVEY IS A vIOLATION ' WETLAND FLAG (631) 765-5020 FAX (631) 765-179 ZONING R-40 NONCONFORMING) PECONIC RVEYORS, P.C. OF SECTION 7209OF THE NEW OR STATE EDUCA77ON LAW Y EXCEPT AS PER SECTION 7209—SUBDIWISION 2. ALL CER77FICATIONS UTILITY POLE gRE�4= 18,320 S0. �`. P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF = 12JO TRA VELER STREET 21_/V e SAID MAP OR COPIES" BEAR THE IMPRESSED SEAL OF THE' SURVEYOR Nor HYDRANT SOUTHOLD, N.Y. 11971 lJ WHOSE SIGNATURE APPEARS HEREON. 51 o l A\5S-cSS0R,<S GENERAL NOTES: -- „� �,.., SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION . . C) �11 General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF 7 -W Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. - z 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GE1� ERAL NOTES: - rr1 mnn -- - 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES LLC 1 • ALL `VdORK SF'ALL CON=ORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial de,ign o consulting PRACTICES. t ? 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COP,'MENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: 16311'3'. 9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 EMail: ssbn650opfon!ine.net 3 MINOF. DETA'LS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 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. 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 Design Associates,ILLC o formerly D A K Associates,LLC t 4. a. All plywood Iywood shall be in accordance with the American Plywood Association (APA) p specifications. OWNERSHIP & USE OF DOCUMENTS: b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports THE CONTRACTOR SHA-L COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 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 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 GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMG`✓aL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY Z All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for wh ch 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 con ;ent. THE .ONTRACTOR 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 PLIJI,113ING 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. a. Laminated Veneer Lumber (LVL): ACCUMULATION. x ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI a Fv = 285 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, i0. B. EXCEPT LEGAL HOLIDAYS. s 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. t 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. s OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 6 SPECIAL SAFETY NOTES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN 3. THE CONTEACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE $ HE V^/ILL 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 CCNTRACTOR 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, OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA i 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 R SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 Ibs/sgft 130 (mph) C SEVERE 3'-p" 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 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 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 EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OCCUPANCY OR USE LIVE ` 7ESCFIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/e 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 CS(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING METHODANONTAINI D SHALL BE SECURED WI HG THE PRODUCT ITTHE A TACHMEN THE GLAZED OTHARDWAREEPROVDED LS SHALL BATACHMENTDSHALLL AS EBEIDEDSIGNNED FOR TTO RESIST THEHE E FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. -_--- 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 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 EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED KITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED Vu,t IS 180 MPH (290kps) OR LESS. a " 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 x RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES FASTENER SPACING (INCHES) � 40 R301 DESIGN CRITERIA -.--. V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL Acceptance of these drawings does not authorize the right to build S 4 FEET SPANS 6 FEET SPANS 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, without the authorization of local governing agencies, such as GUARD IN-FILL COMPONENTS h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED Suffolk County Dept. of Health Services, Town Building HEIGHT AND FIRE AREA 50 NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE Departments, DEC, FEMA, etc. Verify all conditions, codes, and 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 PASSENGER VEHICLE GARAGES 50a INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES requirements with such agencies prior to construction. NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECI: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FRCM GRADE INCH EMBEDMENT LENGTH PLANE T(-) THE AVERAGE HEIGHT OF R301.1.1 ALTERNATE PROVISIONS sT UNLIMITED AREA SLEEPING ROOMS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE TH� HIGH L ROC7 SURFACE 30 Ya INCH DIAMETER LAGSCREW- E w �� 3 STORY BASED ANCHOR WITH 2 16 16 16 r E73 19'--0"' AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH , ' NTEPf1AT10i�AL RESIDENTIAL CODE STAIRS 40c INCH EMBEDMENT LENGTH �► F uPDPI`=A r:TH E 2G16 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE, NTERI A.TIOiJ4L CODE SUPPLE-MENT. 3"" 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 ,,,, 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) TOT;L HEIGHT FROM RIDGE TO GRADE 27'-71 s 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. ( ) HY�TT ROAD APPLIED OVER A 20-SQUARE-INCH AREA. 9 p 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 YA b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into SOUTHOLD NY 11971 t LUMBER SPECIES AND GRADE the building frame. Fasteners shall be located a minimum of 2Yz inches from the edge of concrete block or concrete. , 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, AIL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING CCOOR RE ODARTI WITHIN ASSUMED HE RECTANGLE THE 42 INCHES N SHE HIS LIVE EIGHT BY 24 INCHES I ASSUMED having a minimum ultimate withdrawal capacity of 1,500 pounds. "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NFW YORK STATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. SCTM 1 000-54-01 -05 ; ALL E,v;T DECK FRAMING MATERIAL CCA NO 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 DRAWIING TI FEE: 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 z WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. GENERAL NOTES d. A SINGLE CONCENTRATED LOAD APP'_IED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK t t r EAS 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 s VEW' CRA.`,'•'L 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" 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 NEJ, ,�:sEi+.ENT NA ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED EX. B,',,�EI,IENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPER-Y OF THE EX. FIR T"FLOOR NA ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS M!, CE UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT NEW FIRST FLOOR 100. s ft. g' b c PROSECUTED TO THE FULLEST EXTENT OF THE LAVJ CONTRACTORS SHALL V;RfI ALI g g' THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB d CRAWL EX. SLCOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL RNALUE SPACEa FIELD COIIDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD ;,Il . THE NEW SECOND FLOOR 881 sq.ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN sHGCb,e R-VALUE R-VALUE, R-VALUE DEPTH R-VALUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABI!ITY FOR 0"a611SI0NS DUE TO UN'!l('"', OR THE PLANE OF THE TRUSS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASFD UPON 0AVENTS Nl1T NEW BALCONY NA 4EXCEPT 0.32 0.55 0.40 49 20OR13+5h 8113 19 10/13 10,211 10r13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE 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: CODE OF NEW YORK SEAL: DATE: For SI: = 1 foot = 304.8 mm ATTIC HOULEZb NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values ore minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less OCTOBER 24, 202: GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the . QF NE PROJECT NO: ATTIC GARAGE)(a W NA NOT LESS THAN 30 INCHES R-value specified in the table. © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. BASED ON ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED `� yQ 1 136-2022 BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN �7 �P 1. Co '�� 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 THE SOUTHOLD TOWN CODE 280-20 / UNDER FEDERAL COPYRIGHT LAW. � �� GO interior of the basement wall. O \°" �' BDK SUNROOIA NA PLANS MAY NOT BE REPRODUCED WITHOUT 43!� * - 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD --w.�1fn, NECKED BY: ` NEW DECK NA "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION. MEMBER DEPTH. � r interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the COVERED PORCHES NA ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF g basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10 13" means R-10 continuous ^w THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE / `�`ti - HEEE NUMBER: ;COVERED ENTRANCE 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. DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS LOT SIZE - 18,320 SF a 00L r'GUSE CABAfJA. NA 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 =_ }�i ' �= A CES RY STRUCTURE UC URE NA R-value for slobs, 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 RROFESS\ ALLOWED ' h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab MAX. SIZE STRUCTURE O 314 0 SF PROOF OF PURCHASE. G1 ? SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE 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 Acceptance of these drawings does not authorize the right to build without f. Reserved TOTAL STRUCTURE PROPOSED = 1884 SF. (a) WI T,11JUT 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 Ur 4 of Health Services, Town Building Departments, DEC, FEMA, etc. (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation Verify all conditions, codes, and requirements with such agencies prior to ( plus R-5 continuous insulation. y q g 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, ur insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION '' -- -:t USE A MINIMUM OF MTS20 LTS20 :.,; , ... : f ' TWU 8d NAILS THIS A-``'� � "'�'� ' DGUG-FIR LARCH 50. PINE UPLIFT PROVIDE (1) HGA10KT ON SIDE OF CEILING JOIST q,�11 1 u / SIDE OF TRUSS. . - _ -, _ FASTENERS ALLOWABLE LOADS ''2 LOAD WITH TOTAL FOUR ° o - L_11_FDA _-- MOOD GA UPLIFT UPLIFT (133/160) 8dx1�• - — -- -_— LATERAL /• � CODE NQ TO TO TO AVG NAILS REF. INTO TRUSS ^-^I{ ''i /' 8d NAILS o ��a t.7ir ��,- � RAFTERS ULT. °° AND ON SIDE OF RAFTER " -� - TILL �,rl —I� -_I / PLATES STUDS (133) (160) FTRUSS2 (133& - 160) 1 -C SIMPSON � NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 1, 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES f Lc PROPER INSTALLATION PROCEDURES %_ _ residential 8, commercial design o consulting 1 H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° (TOTAL) LENG"H OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWO ° ART "x12 c ° P0.Boz 1675 phone: (631)433 9034 8d NA[L ° Southold, 11971 E-Mail: ssbn6540o tonline.net MODEL CA ULT. LFTA2 LFTA RODE INTO °o °o' 4 N0. MAX. CLEAR °• ° } WIDTH PAIN L OTY DIA 1 2" 2j" 3" 3 " 1 2„ 21" 3" 31" PLATES p EIGHT-- Ed INTO NAIL IN S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC ' i LFTA 16 2;" 17" 38a"16-10d — 4200 1205 1400 5, 44, 85 STUD OWNERSHIP & USE OF DOCUMENTS: F:S2 DOUG-FIR LARCH / SO. PINE These drawings and specifications including the FASTENE ALLOWABLE UPLIFT LOADS3 PAODEL L AVG tOd iOd x 1}" CODE NO. ULT. REF. LFTA °° ideas, design and arrangements represented tOd 10d x 11" (133 160) (133) (160) L S T A 2 1 ° therein, are the property of KEHL DESIGf ASSOCIATES, LLC. No part thereof shall be 0. Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 1r714-10d 14-10d x 1 3116 100 840 1000 3, 41, 128 HGA10 with any work or project other than for which °° ° �� 11 they have been prepered without written consent. MTS20 20 14-10d L14-1(d x 1}" 3116 1000 840 1000 3, 41, 128 ART "x12 ° °° DETAIL K 10 � o LST20 20 12-10d 12-10d x 1k" 2383 775 720 720 3, 41 cNw- STU 5"- COUPLER NUT DETAIL "Ell J/1 0 8 DGUG-FIR-LARCH/ Equal number of °° �SIMPSON TYPE of DIRECTION So. PINE CODE TAKE—UP WASHER specified nails in ° MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. I No TION FLOOR ROOF (133/ each end (100) (125) 160 G 515 645 67o I ' Simpson Strong-Tie CS16 ARTg"x12 # LTr 4 5 J 515 645 670 6, 39, 97 DETAIL "H" # H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOEDOWN ART "x12 STUD DEFLECTION DEFLECTION CODE tit0 'EL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. NO BASE BODY < ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE p HB SB W H B 5o CL plAs s DESIGN LOAD DESIGN Oo GA GA WHEN RAISED OFF ° OTY DIA 1}" 2° 2�" 3" 3}" 5}" LOAD TH LL PLATE ' HD2A 1" 7 4a" 21," 21 8" 2, 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 f O MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. IAVG DF W L STLD PLATE ULT. / SP CODE —__-_ -� - (133)2 (160) REF. ( Sp 3�„ 71" 6-10d x 1j" 2917 735 885 7, 40, 127 9 k MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA FLO W L NAILS (Too)OR TooRo (133) (160) REF. °o 10 WORK NOTES: LSTA21 20 1 " 21 1 -1 d 905 1205 1295 7, 40, 90 °o E KIODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 5 — NO. GA Wy L NAILS F��R (133) (160) REF. Simpson Strong-Tie STU 8 fUISTA24 18 1 " 24 18-10d 1025 1 1370 1640 7, 40, 90 LUS46 SIMPSON faoDCL TOTAL ALLOWABLE TENSION LOADS NAIL CODE L FASTENERS NO. (LENGTH EN oc D GA CUT LENGTH (TOTAL) SPACING REF, HD2A TAKE—UP WASHER . g OF ROLL (100) (133 / 160)2 IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tle CSi6 50' t4" 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 7 40, 90 ARE To BE TOP MOUNTED UNLESS OTHERWISE H6 DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES ON. D U -FIR ARCH . PIN ALLOWABLE LOADS P.IODEL CA HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION O DETAIL 1'F11 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALLL IAIBILTIES ONOFTHEICONTR CTiORER, PLACES W H B JOISTS LUS46 — 18 3a" 4J" 2 DETAIL 11I11 CNw- 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 COUPLER NUT HUS210-2 14 3g" 9j" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ-x12 S FU 5„ DOUG-FIR LARCH S0. PINE ALLOWABLE LOADS 8 MODEL FASTENERS UPLIFTLATERAL CODE UPLIFT (133/160) REF. No A c, ULT. T KPSO P WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HG,.IOKT 14 :-SDSJ".1�" 4-1 DSJ"x3" 1523 435 435 1165 940 e Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such a:, S P 4 ° Suffolk County Dept. of Health Services, Town Building USE A MINIMUM OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and Twn 8d NAILS THIS SIDE OF TRUSS, COUPLER NUT CNW— S P 4 requirements with such agencies prior to construction. TOTAL FOUR /. 0 JSE A MINIMUM OF F 8d NAILS STu PROJECT: s SIDE of TR`USSTHIS MTS16 "- LSTA21 SIMPS❑N ANCHOR BOLTS °. MTS16 pOo°°° ON TA ESIMPS UP WASHER TOTAL FOUR HD2A StrongEd NAILS -Tie k INTO TRUSS LSTA21 HUS210-2B U K E 0 -% I E r-" TVE 1 � � I f TD ILI/P_FTES •®° ° k i 11 EIGHT' ° I Ed ONAIL o0 6� N.IL, n HYATT ROAD NrS INTO It 5 ! SILK) S'�psor Strong-Tie PLATES °rTO, DETAIL A •'i H7 EIGHT SOUTHOLD, NY, 1191 1 IEd NTO NAIL DETAIL "D" DETAIL "G11 DETAIL "J"IN '° STUD Simpson Strong-Tie H7 Simpson Strong-Tie LFTA 0ROD SYSTEM DETAIL "L" SCTM # 1000-54-01 -05 LFTA .�, d LFTA Ridge Strapping DRAWING TITLE: °°° � o BP LSTA30 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS SIMPSON WINDLOAD °°°°° NOTE: RUN OFF FACTORS ASPHALT = 1 .0 , ROOF = 1 .0 CHARTS & CALCULATIONS t V-o" DEEP POOL EEP POOL x 6' DIA. = 22.3 cu.ft, pt. errverttcal fal t. /' STRONG-TIE DETAILS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1 '-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. 1 '-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / ROOF DRAINAGE c .3 THROUGH ROOF 3'"II TH RO U GH ROOF 2nd FLoaR 2-1 FLOOR ROOF CALCULATIONS AND � I � r LTP4 II ROOF AREA = 1251 sq/ft PLUMBING RISER DIAGRAM 2 I i f €' LTP4 NEW 88 MASTER V = AXRXC r L T P 4 2 KITCHEN BATHROOM A = = 1251 5 = .17 ft NOTES; DETAIL "c" TEE, 2 3 C = COEFF. = 1.0 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY Of TIIL 1 st FLOOR DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WII.I_ E1 ,r „ - 2 3 2' 2nd FLOOR V = 1251 x 1 X .166667 = 208.5 G.F. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VI "Y ALL Simpson Strong Tie 2 3 FIELD CONDITIONS AND DIMENSIONS) AND BE SOLEY RESPONSIBLE FOR FIELD F, . IHE LTP4 DETAIL B Floor-t o-Floor Connections Ridge Strapping DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR 061MISIONS D!IE TO U'dPVOVr'' OR li LTP4 3 208.5 / 42.25 VERTICAL FT. / FT = 4.94 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COYMENTS N:) BATHROOM R2 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. " Simpson Strong-Tie Detail 3" 2.. LAUNDRY KITCHEN USE (1) 8' DIA. POOL 5-0 DEEP = 5 V.F. � ROOD 2 Floor-to-Floor Connections 2 OR SEAL: DATE: $ I- 1F1 2 208.5 22.3 VERTICAL FT. FT = 9.4 V.F. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY st FLOOR / / OCTOBER 24 2� FLOOR 2'• 2" 3' USE (2) 6' DIA. POOL 5'-0" DEEP = 10 V.F. PROJECT No: p EQUAL TO OR GREATER 1 HAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 3 ` 1 136-202E- - N❑ Sl_1PSTITUTIDNS R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL 3„ 2.. POOLS TO BE PLACED ON OPPOSITE SIDE OF ��> COIVO DRAWN BY: LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS 4 ABOVE VENT 6" .>t �. O BDK HOUSE AND/OR LEADERS TO BE PIPED TO a ti Al,( f�roming hardware shown on these plans, AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE c.o., G.o., c.o. o.o. a�.o. > n f�! ,�' ;HECKED BY: unless o �herwlse Indicated, is Simpson Strong-Tie. REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO TO ScWs sPPM0VFO N + POOLS (1/2 OF THE ROOF TO DRAIN TO EACH .; PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE c.o. 3• 3•• 3" 3" 3'• POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC o Asti cations are approved or authorized, THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH ., 2 � :51EEEI NUM13ER: Du( to tl-le relationships of framing hardware to THE REQUIREMENTS OF THIS SECTION. SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). - . the other components of the structure, any framing ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA hardware suk�stitutions will render these fans F R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING - �_��5�^ { p STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE WHERE TRAFFIC IS TO BE PRESENT. SS1 ll G2 nu orld void, and will result in the instal(er/contractor ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESESTANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE assurling responsibility for the design and OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE 1 performance of the entire system, HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL DUB NUMBEIR: Ol' 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) BE DIVERTED TO EACH POOL. 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS PLUMBING RISER DIAGRAM (N T S) (AISI-S230) POOLS TO BE INSTALLED MIN. OF S-O" ABOVE --� t GROUND WATER. O RCHL°bESIGN°ASSOCIATES, LLc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) F 01111 1 LU rFO`JIDE Hu ',CFPJE STRAPPING Ill ACCOR / 'III LIIJr Ill r 2 0 RESIGE'.TIAL C L.E Cl iiEW YOFFNSTAIEH ✓,i✓ r + � I• + —a ' ' %. , KEHL DESIGN ASSOCIATES LLC ALL HEAEFRS ARE TO BE T residential & commercinl design o consulting € (2i1j;"X 9 " L\'L U';I-ESS 2x10 ACQ Floor Joists @12"oc. TJ1110 or AJS140 x 92" @ 16"ac. OTHFF',,,I,E 'IDTED LONG ISLAND SOUND Southold, 1675 Phone: (681)433 9084 _ '!prE: PRowILE FIRE BREAKS ', Grade o Southold,New York 11971 E-Mail: ssbn654@opfonline.nat s iS PER IHE 2020 Fr.,,G=N:IAi CCGE Or (2 4 Horizontal Rebar = 3 IK.ehl Design Associates,LLC o tnrmeily D A K,Associates,LLC y P' SATE z OWNERSHIP & USE OF DOCUMENTS: (3)#1 Rebar Long 24"x 24"x 12" Conc. Footing These drawings and specifications including the • A.L SCE�"L �LCJ': WIIJDOW; 9 P 9 EK (Equally Spaced) (Min. S-O" Below ideas, design and arrangements represented A'.E [xi" +OORS TO Final Grade) therein, are the property of KEHL DESIGN ' Si' AT 6-102' ASSOCIATES, LLC. No part thereof shall be 4'-3" copied, disclosed to others or used in connection DECK CONSTRUCTION with any work or project other than for which Iiy° 7'-0 4" 7'-0 4" 7'-04" T-04" T-04" T-04" 11y° they have been prepared without written consent. D ETAI L A 101 REV: .-- --- NOVEMBER 9, 2019 I I I I I I I I I Y I I I I I I I I I SEE DECK CONSTRUCTION I SEE DECK CONSTRUCTION SEE DECK, CONSTRUCTION SEE DECK CONSTRUCTION SEE DECK CONSTRUCTION SEE DECK IONASiTORUCTION SEE DECK CONSTRUCTION NOT FOR DETAlLA101 - - CONSTRUCTION o I I a 2x10 ACQ Girder 2x10 ACQ Girder 2x10 ACQ Girder O 2x10 AC�L Girder 2x10 ACQ Girder— — 2z10 ACQ Girder _ _ USE UNLESS I ` 2x6 Studs 16"oc 1 44'-3" CERTIFIED BY ' COX Ezt Sheathing 2x6 Sill 1T-ii" 12'-8" 13'-8" 2'-0"1 PROFESSIONAL e Hurricane Stropping s Perimeter Beam a CDX i o 0 o i ENGINEER } 2x6 ACQ Sill I A B I A I iJ1210 z 9' Floor Jaisls 16"oc. 1 g°x 18" Anchor Bolls 32"oc. I Jul 01 i o (2)#5 Horizontal Reba 1 8" PC. Foundation � Q I a Q Q I Q #5 Horizontal Rebar j o See Foundation o See Foundation Buttress Detail C101 — - 1 - — Buttress Detail C1o1 I WORK NOTES: #5 Verticol Reber 36"oc. — E Damp Proofing o I 2x10 ACO House Beam to be 8" 8" 8„ 2x10 ACQ House Beam to be k8" 8° 8"� 2x10 ACQ House Beam to be I =I 1 1 Flo°hed as Per fJYS BuildinrCode _ _ __ _ =� Flashed as Per NYS BuildiL_Code _ _ _ J Flashed as Per NYS Building Code— #5 Horizontal Rebar r j— — —ro — —- — — — —I� N #5 Vertical Rabat 24°oc. VI - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - — - - - r (2)#5 Horizontal Rebar I I r Sink See Exterior Foundation ---ttt See Exterior Foundation m Drain Wall Detail B101 Wall Detail B101 I #5 Reber 2'-D"oc. ( I Above 4" PC. Slob r Short Way I I t (4)#5 Reber Long 24% 10" Conc. Fooling I x 4" Steel Column 4" Steel Column " 4" Steel Column o 4" Steel Column i Way Coo. (Equally Spaced) (Min. 3'-0" Below I I o on on e on E on Final Grade) I I N 4" PC. Slab 30"x30"x12" Conc. 30"x3O"x12" Conc. @ o m 30"00%12" Conc. 30"00%12" Conc. o I Ftg. w/(4)#4 Ftg. w/(4)#4 Ftg. w/(4)#4 x' 4" PC. Slab o Ftg. w/(4)#4 Wash r Rebor E.W. Reber E.W. Rebar E.W. Rebar E.W. o Drain Equally Spaced Equally Spaced J Equally Spaced Equally Spaced EXTERIOR I 42)14"x 9" LVJAbo I N FOUNDATION Line of _ Q � Pitched Floor I 8 8' 8" o (2)14"x 92 LVL o System to BM, Flush Girder I 2'-0 8" Maintain o Maintain 80' I WALL DETAIL B 101 Head tain 80" I I I Poo �� ~ _ _ ) a z _ "� F� c2)1 x _ I p g g build (3)13"z 92" L12 Girder 3 t�"x 9t--" LVL Girder ;" 9-'" LVL Girder Acce Lance of these drawings does not authorize the right to while Traveling I — -p 6- I without the authorization of local governing agencies, such G Down the Stairs I j j j j BM. J Suffolk Count Dept. of Health Services, Town Building as per The NYS I I J- q�Fl -1 •t- Poc I See Foundation Departments, DEC,FEMA, etc. Verify all conditions, codes, and Building Code I I �2'4' 2'-6" I Buttress Detail p Y 2'-6' I requirements with such agencies prior to construction. 184 C101 8° 7„ 7' 28" �7'-23 -6%" 3'-9%" 5'-11 8"- 5-118" PROJECT: Shower o LE Drain a z I � �Drain Above m n I N bovN e N K E o 0 0 o W/D N = o I I F 4" PC. Slob x 4" PC. Slab Draino - 4" PC, Slab I N r 2x6 Studs 16"oc. i - - I X Q Above o I I E E34 D E o o lft,! �8" 8" _8„� Z° CDX Ext. Sheathing 2x6 Sill MasonryR.O. I - Q � - far 3068 Door o o N Hurricane Stroppinga" CDX L_ —for I o o Perimeter Beam 23,4, _ 3' 6" 2x6 ACQ Sill C. 2'-5%" 8'-8%" oW a HYATT ROAD e"z18" Anchor Bolls32"oc. � I � _�_ _ (2)#5 Horizontal Rebar I I I `� > > — — �b — — — — — — — — — — — — #5 Vertical Rebar 36"oc. i I SOUTHOLD NY 119i1 TopafButiressToBe6 — — I � - - - - - - _ _ Below Final Grade o - - - - - - - - o - - - - - - - - - - - - - - - -- - J 8" PC Foundation See Exterior Foundation r See Exterior Foundation NSee Exterior Foundation SCTM # 1000-54-01 -05 Wall Detail 6101 — ` Wall Detail B101 #5 Horizontal Rather 8' 8" 8" Wall Detail 8101 18" 8" 8' _ _ _ _ — DRAWING I II LE: (4)#5 Rebar Stirrups 11' I-- Equally Spaced —T I See Foundation t See Foundation Damp Proofing I I I Buttress Detail C101 Buttress Detail C101 I I f 24" Conc Bufress #5 Horizontal Rebar —r #5 Vertical Reber -1 I I F O U N D A I 1 O N (2)#5 Horizontal Rebar A B A 3a, 3D1 ( � PLAIN 42"xl0" Conc. Fig a r 6 \42% 10" Conc. Footing 2'-5%" 1'-9Y" 13'-8" 12'-8" 13'-8" 2'-0" (Min. 3'-0" Below 4'-3" 0'-0" Final Grade) FOUNDATION NOTES: THESE-PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE BUTTRESS DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS VI CF PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VFF 1 ALL DETAIL C 101 FOUNDATION PLAN FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD VI R DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOY'�"J OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON CO!d1l1ENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THLSE PLANS. SCALE: 1/4"= 1'-0" © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ._._ PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT EAL: DATE: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF OCTOBER 24, 2')2, KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PROJECT No: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. --_. 1 136-2022 DRAWN BY: -- .`P �. CUy�; �.f BDK CHECKED BY: I?301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE W �HLIL NUlABLR: _ 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 !_DADS A.ND SEISMIC LOADS AS °RESCRIBED 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 �1�• 51 1 0 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. 0 /1 R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMtER: Ul- USED IN COINJUNCTION WITH THESE STANDARDS, TFE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. AWC V,0OD FRAMED CONSTRUCTION MANUAL (WFCM) ^ �`- 2) AISI STANDARD FOR COLD-FORMED STEEL FRAM'NG - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) O f;E1fL•DESIGN°AS50C[ATES, u' 5) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) , ti /07 LONG ISLAND SOUND KEHL DESIGN ASSOCIATES LLC residential & commercial design o cons,ilfing I PO.Box 1675 Phone: 16311 133-9034 44'_3" Southold,New York 11971 E-Mail: ssbn654@optonl:ne.net 10-8y 7'-7Y2 5-11" 11-7Y 8-4Y" Kehl Design Associates,LLC o formerly D A K Associates,LLC mOWNERSHIP & USE OF DOCUMENTS: 3 These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written con ;ent. S I I I REV: NOVEMBER 9, 2019 e NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY 301 I PROFESSIONAL DECK I I of DECK A ENGINEER a NM 3"SM 3"SM NM WORK NOTES: C35 CW26 3080 CW16R CW16R CW16R CW16L CW16L j 5%" 3-9%" (2)14"z �2" QVL Heo�er�-i (2)1y"x 92 LVL Header (2)1Y"x 92 er (2)13% 92' LVL Header PP(`nDE HURE'CANE STRAPPING IN ACCORDPIJCE WITH o 0 DW I THE 2C20 RESIDENTIAL CC[)[ OF IIEW' YON STATE ---- } - 17'-3" p > C t N J J G�J o Z �ALL HEADERS ARE TO BC < Z � E (2)1%"X 9 " LVL UNLESS Q Q OTHERMSE NOTED —' � o KITCHEN NOTE: PROVI'F FIRE BREAKS STACKABLE AS PER THE 2020 WWASHERASHER & 14-9 -3 LIVING ROOM RESIDENTIAL CODE OF NEW YO4K STATE upper cabine 2880 ` 36"Ref. ALL SECOIJD FLOOR VJ'iIDOWS 5Y I „ (2)14_'x 92' LVL Girder _ 2)14"x 92 LVL Heade — 0 (4)14"x 92 LVL Flush Beam AND EXTEPICR DOORS TO J, — — N M�BE SET AT Acceptance of these drawings does not authorize the right to b'.ild 6-10�' o o 2 o N 12'-0" without the authorization of local governing agencies, such as -5%" L o Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and � 2880 0 requirements with such agencies prior to construction. § 2)14"x z yL\�Head r PROJECT: — — a N o MASTER BEDROOM o BATH 5 OFFICE AREA E CL 3-0 — E — — 3080 0 N 1 8-3 � CD, 2, D„ o E S I D E C S s r 5Y (2)14"z 9 ' LVL Header 3ff3 9y2' � 3� (2) 4"x 92" LVL Header 2 13"z 9t" LVL Header 2 HYATT ROAD C 25 CW145L CW 5 SOUTHOLD, NY, 11971 f I � d SCTM # 1000-54-01 -05 B DRAWING TITLE: I I B I A I I I /A1 01 0 k FIRST FLOOR PLAN 2'-5%" 1'-9%" -5%"- 0/2" 13'-6%" 6'-5%" a NOTES: -3 0-0 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEEJENTS WILL HE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL V'RF, ALL FIRST FLOOR PLAN FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD F!T THE Y DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OIdISS10NS DUE TO UNKNOWIJ On UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMFNTS N, T F SCALE: 1/4" = 1'-0" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: s OCTOBER 24, 202 PROJECT NO: EOF NEE/ P� yO 1136-2022_ COA,n RAWN BY: BDK C ECKED BY: 01 DESIT;N CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE e �� ',EET NUML�Ek: el 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 �, r 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 �� 0��\' % 1 00 CONSTRUCTED AS PRESCRIBED I3Y THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. A , Oz. � r:301.1.1 ALTERNATE PROVISIONS A , 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 © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE DOB NUMBER: Ur U_,ED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF -��- 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE © KEHL-DESIGN-ASSOCIATES, ur ICC STAN WARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ;�ii/II III"f ^ I. Ir�•i 'c r-^ �IY1'�� 1 l f"t.l_ I.-�,/ .� KEHL DESIGN ASSOCIATES L,Lc LONG ISLAND SOUND residential & commercial design o consulting 1 PO.Box 1675 Phone: 16311 433-9034 Southold,New York 11971 E-Mail: ssbn654 doptr n'�e.nef i Kehl Design Associates,LLC o formerly D A K Associates,LLC 44'-3" ,OWNERSHIP & USE OF DOCUMENTS: 10'-8Y" T-7%" 5'-11" 11'-7 a" 8-4Ya # These drawings and specifications including trfe a ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be INOVEIMBER copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent.REV: 9, 2019 t NOT FOR t CONSTRUCTION A I I I i A USE UNLESS 3u1 I I I 301 CERTIFIED BY A 20' O„ PROFESSIONAL 1 O O ENGINEER I I I DECK I I I I DECK 0 WORK NOTES: (2)14"x 92' LVL Hewer (2)14' 9�" L Hea e 3„ ry *.. P m a (2 1 I"x 92 er (2)14 x 92 LVL Header I - 15'-9%" Sink[TOH�Er EE H'.JRRICANE STRAPPING IN ACCRDANCE WITH oDroinO O I DW 2 3 z 2020 RESIDENTIAL CODE OF NEW YORK STATE Above = E E E EE = — — PA-NTIRYJ o a — — — — - p> CO 2 m J nJ ALL HEADERS ARE TO LE 3 x _ x ocl (2)13/"X 9%" LVL UNLESS OTHERWISE NOTED KITCHEN NOTE PROVIDE FIRE BREAKS 3 0 0 0 AS f ER THE 2020 REGIDENTIAL ccDF OF - - LIVING ROOM fx .x Fx Fx NEW YORK STATE upper 0 36' f. 2 _ ! b _ ALL SECC% FLOOR WINDO'V6 " AIID EXTERIOR DOORS TO o _� (3)14"x 9 ' LVL Flush Beam (4)l4"x 91" LVL Flush Beam — — — — // Acceptance of these drawings does not authorize the right fo build BE SET Al 6'-10 /// older o 0 12'-O" without the authorization of local governing agencies, such as C Z Suffolk County Dept. of Health Services, Town Building 5%" 3'-9Y" 5%" � U Abov '-5%" `� o Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. �� PROJEC 1: Vanii MASTER Draino ov° BEDROOM a /' '" � OVBATH OFFICE AREA 52 I � '�►. \ . CL t o U RESF) E " C 2'-2" �2'-0" 3'-9%" 12'-0" I o o � rai 3/„ �.r I 5Y" 213"x 9"' LVL Header 3y2" 3%" 3 I„ 5Y O a P 21 z 9 LVL Header HYAT T ROAD cw 5 SOUTHOLD, NY, 11971 t I I r I I I I SCTM # 1000-54-01 -05 I DRAWING IIILE: f P; FIRST FLOOR 13'-6%" 13'42" - " REFLECTIVE 4'-3„ A0, 0„ CEILING PLAN NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF TIT DESIGN PROFESSIONAL WIaOSE SEAL IS AFFIXED HERETO. INFRIIIGEMENTS M I ; FIRST REFLECTIVE CEILING PLAN PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS OP, FIE Vf F T. ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO OR t UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON CONVENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE: 1/4"= 1'-0" i © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SEAL: DATE: '" PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ocTOE3FR 24, 2022 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF PROJECT NO: KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 4 )F NEPI 1 136-2022_ PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. = �� CpN�'yp�� DRAWN BY: Uy BDK -- * CHECKED BY: E P. 01 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE �— SHELL NUMBER: R301.1 ,APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND - GADS AliEISGIIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A p 0516SA O D S �V ICNF'LETL 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 — p�,�' n SSI CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. E �N Al Otj t r F,301.1.1 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 L)OB NUMBLF,: Ur e U'--ED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. r 1) AWC WOOD FRAMED CONSTRUCTION MANUAL ('NFCM) 2) AISI STAr:DARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) O KEHL-DESIGN-,ASSOCIATES, LLC 3) ICC STANDARDS ON THE DESIGN AND CONSTRJCTION OF LOG STRUCTURES (ICC400) /HIM M_Jd= LONG ISLAND SOUND- - KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting PO.Box 1675 Phone: (6311 433-9084 Southold,New York 11971 E-Mail: ssbn6540optonline.net 2-6" 2-5)/4" —15-0 4" 15-D 4 2-54 2-6" Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be B q copied, disclosed to others or used in connection 30 with any work or project other than for which A 1 1 they have been prepared without written consent. REV: 10'-0" NOVEMBER 9, 2019 1 i NOT FOR i t 1 i 1 i CONSTRUCTION BALCONY o USE UNLESS CERTIFIED BY CW15R CW16R FWH6080 CW16L CW15L PROFESSIONAL -� ENGINEER ° R I I I I 0 1 Ref I DINING ROOM o KITCHENETTE LIVING ROOM \ WORK NO]LS: ETOHVI,r E HURRICANE STRAPPING IN ACCORDANCE WITH 2' 3'-6" 3%" r-9i' 2020 RESIDENTIAL CODE OF NEW YORK STATE — — — — U ALL HEADERS ARE TO BE o CL 0CD 0 o (2)13/"X 9%" LUL UNLESS o N CD CLN OTHERWISE NOTED 6080 Byposss `V � 2880 J NOTE: PROVIDE FIRE BREAKS — — — — — AS PER THE 2020 " O RESIDENTIAL CODE OF NEW YORK STATE MASTER ALL SECOND FLOOR WINDOWS BEDROOM o BATH 12 G AND EXTERIOR DOORS TO o �" BEDROOM Acceptance of these drawings does not authorize the right to build 0 - BE SET AT 6'-102" OR without the authorization of local governing agencies, such as OFFICE Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and 3/ CL requirements with such agencies prior to construction. PROJECT: 12'-8Y2" --10'-0"— (00X� —3'-6 CW15L CW145L CW15R BURKE / 0 , IN1. RSE IDENCE A I B I A I HYATT ROAD 3U1 1 0 2'-6"--�--2'-5Ya" L2'-5y4"-J-2'-6"- SOUTHOLD, NY, 11971 '-1 ly" 15-034„ � 15'-03/" '-114" 1'-0" 4'-3" o'-o" SCTM # 1000-54-01 -05 DRAWING TITLE: 45'-3" SECOND FLOOR PLAN SECOND FLOOR PLAN SCALE: 1/4"= V-0" NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE t1^ DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE v PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL i FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR NOV . UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ' + FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. } SEAL: DATE: OCTOBER 24, 2022 PROJECT NO: 1136-2022 �C AtA ( DRAWN BY: J. co,-yo" B DK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATI 2 SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHO — `! 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 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ° 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 KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE U� 4 Al 04 ytj CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ESS10tA R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 0 KEHL-DESIGN-ASSOCIATES, ut 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) agencies prior to construction. 3) ICC STANDARDS ON THE DESIGN AND CONS'RUCTION OF LOG STRUCTURES (ICC400) d — m. «T+I t KEHL DESIGN ASSOCIATES I.LC / \ T residential & commercial design o consulting I \- / L�LL11`LLTLl 11 IHIj \ / I I L� Hl 11 11 \\ P0.Box I,675 Phone: (631 J 433-90,94 / 11 / \ Southold,New York 11971 E Mail: Ssbn654c�10 for'ne.nef _II_II 111 / Kehl Design Associates,LLc o formerly D A K Associates.LLC / LEILL111L — \ I OWNERSHIP & USE OF DOCUMENTS: _ i= \IIII I I I I I �1 I I I I L_J II III 1111 \ t / \ These drawings and specifications including the ideas, design and arrangements represented \ therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No/ \ part thereof shall be / \ copied, disclosed to others or used in connection € / \ with any work or project other than for which / CW15R CW16L F J61080 CW16R CW15L \ \\ they have been prepared without written consent, / u \ __ e i� \ +REV: NOVEMBER 9, 2019 I N g / I o \ NOT FOR CONSTRUCTION 16'-8Y2" -- - USE UNLESS MIN. SIDE YARD DISTANCE CERTIFIED BY A I CD AS PER THE SOUTHOLD o PROFESSIONAL o TOWN CODE 280-208 12'-512 o _ -__-_-- ENGINEER MIN. SIE E YARD DISTANCE T.O.S.F. = TOP OF SUB FLOOR T.0.S.F. = 23.00�_ AS PER THE SOUTHOLD T.O.F.J. = TOP OF FLOOR JOIST T.O.F.J. = 20.25=r_ TOW CODE 280-208 T.O.S.P. = TOP OF SILL PLATE T.O.S.P. = 10,75" T.O.F. = TOP OF FOUNDATION GRAD 77 2255 � GRADE GRADE = GRADE WORK NOTES: -- NORTHERN PYRAMID LAW ELEVATION Y PROVIDE H'JF."RICAfIE STRAPINC III ACCCRDANCE WITH THE 2020 RESIDENTIAL CODE OF NCVv YC2K STATE r ALL !IE."aDEP.S ARE TO BE (2 10X 912" 1VL UNLESS OTNEr MSE NOTEC' NOTE: PROVIDE FIRE BREAKS AS PEE rHE 2020 € RESIDENTIAL CC'DE OF NCW YORK S ATE a ALL SECOND FL(IOP, W!f:00J7S I � AND E,tTERIOR DOORS TO o BE SET AT s'-1o° / �" —=i \ Acceptance of these drawings does not authorize the right Io build P. / \ without the authorization of local governing agencies, such as Suffolk (County Dept. of Health Services, Town Building / it - JTJI 11J111 J J II IJ LI II LI LI II L LJ \ Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. aPROJECT: '� z / 11LTLL E 3" U rri'.' K,E A f R-.%,- E%S# CWP '!t1-_ CW145L `\ HYATT ROAD / CW15L CW15L \ / _ , \ SOUTHOLD, NY, 11071 N ' � SCTM # 1000-54-01 -05 o \ 7� ' \ `DRAWING TITLE: � 4 � / O k I 12 512, IN. SIDE YARD DISTANCE - e ELEVATIONS AS PER THE SOUTHOLD J"CW145LJ Io TOWN CODE 2 0-20 CW15L LCW15R CW15R CW15L8 8o 16 -8% MIN. SIDE YARD DISTANCE x T.O.S.F. = 23.00" AS PER THE SOUTHOLD NO THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AfJD ARE THE PROPERTY OF THE T.O.F.J. = 0. " DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS '_L BE T.O.SFF.P. 1077.75555" TOWN CODE 280-208 N4PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VI-RIFY ALL H4D-E = 0;�0" FIELD CONDITIONS AND D&IENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKI )'iAJ OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS 0T FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SOUTHERN PYRAMID LAW ELEVATION SEAL: DATE - OCTOBER 24, 2022__._� PROJECT NO: 0 yJ. r�I DRAWN BY136-2022__ p �A, � * `� ,� G BDK — ,�`'J� �j ,t CHECKED BY: --- R01 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE r" "_ - sH El NUMBER: RZO1.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT _ jest's LOADS AND SEISN'�I 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 O 84 COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF t CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ' fSSIok\ A201 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301 1.1 ALTERNATE PROVISIONS f,S AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: (F € USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building E 1) AGVC wnOD FRAMED CONSTRUCTION MANUAL (wFCM) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such O }:Ef�L•DESIGti^ASSOCIATES, LIC -ryeTM_ rt 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) agencies prior to construction. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) V r 71 lift ILL -- KEHL DESIGN ASSOCIATES LLC T residential & commercial dv•,ign o consulting _U�1J�_Il u 11 1li111 I L L u 111!JLW1JLLl! II ._ LLII i, PO.Box 1675 Phore: (6311 133-9084 _'. ill_'1 l j— ILL_:LL1_ Southold,New York 11971 E-Mail: ssbn650doptonline.net ill �.!i._ I _I_11LL 1.1!_'1 J_11 LJII I—[LII_L'.L_1—IL 'I rr o k j i i Kehl Design Ass-cafes,LLC formerly D A K Associates,LLC 4 I !� ll�. � �-�-- OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the J — idleas, design and arrangements represented f �i1 �i I therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be IFcopied, disclosed to others or used in connection �- with any work or project other than for which �� CW135R they have been prepared without written consent. —Lill i L I-ILI IJ1 II it I jl 4 REV: ill NOVEtvUBER 9, 2019 Lit! CW16 CW16 L]IILLU ''IL1 II I, 1IJ11 �I I� I NOT FOR CONSTRUCT t ION - -- _ - - -- USE UNLESS CERTIFIED BY A AW 51v AW 51v I ' PROFESSIONAL - - ENGINEER — — VJ 6 6 Ll e —M. WORK NOTES: I IIII IIII II � f I .�r11 EASTERN ELEVATIONI II I 0II0 I �f I Fn1 Fn1 ii Fn� FF1 a I I 1 II II II II II II II II f I LUJ LUJ II LUJ LL I I L_— _— WESTERN ELEVATION f Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. i PROJECT: a U EKE01rif", RZ.E E s� C E t 0 4 z; HYATT ROAD SOUTHOLD, NY, 11971 i f Y SCTM # 1000-54-01 -05 DRAWING IITLE: x ELEVATIONS NOTES: . THESE PLANS ARE AN INSTRLIVENT OF THE SERVICE AND ARE THE PROPER-Y OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WIL. rE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTOPS SHALL VIFIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD f'1. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO U1KN!1V^J OR a UNFORESEEN FIELD COI+'DITIONS AND OR ADDITIONS BASED UPON COMtiIFNTS NOT r FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLA!1S. S SEAL: DATE: OCTOBER 24, 2022 OF N PROJECT NO: C��1' 1 136-2022 11 C> �� ' CO/ C%j� DRAWN BY: * ? J VZ BDK ,,, # CHECKED BY: 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 © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHLEi NUMBER: � r LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ��4 V COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF � rt CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A20, , PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS I AS AFl 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 L)UB NUMBER: r_,L JSED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) AWC `, !OD FRAMED CONSTRUCTION MANUAL (WFCM) 2) A SI STAND",RD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 0 REHL•DESIGN^ASSOCIATES, LLC ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. „ , r KEHL DESIGN ASSOCIATES LLC residential & commercial d,,,ign o consulting i n PO.Box 1675 Phone: �631 433 9034 s Southold,New York 11971 E-Mail: ssbn650optcn'ne.nef Kehl Design Associates,LLC o formerly D A K Associates,LLC y 'OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be i RIDGE VENT RIDGE VENT copied, disclosed to others or used in connection with an work or project other than for wh ch 1 "X11g” LVL RIDGE 1 "X11�" LVL RIDGE they have been prepared without written consent. 3 RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING REV: 14"X14" LVL RIDGE 1J"X14" LVL RIDGE NOVEMBER 9, 2019 RIDGE HURRICANE STRAPPING RIDGE HURRICANE STRAPPING ARCHITECTURAL GRADE ROOF SHINGLE ARCHITECTURAL GRADE ROOF SHINGLE NOT FOR ICE & WATERSHEILD ICE & WATERSHEILD (+O11"VIS R CT101`4 v 1�1v 1 1 �Vv IV " CDX EXT. ROOF SHEATHING " CDX EXT. ROOF SHEATHING 2x10-16" oc RAFTERS 2x10-16" oc RAFTERS USE UNLESS 1 9" FLYRAFTERS CONSTRUCTED 9" FLYRAFTERS CONSTRUCTED 1H-D ( CERTIFIED BY A OF 2X6 UNTH DERSIDE AZEK ON R- R-19 OF 2X6 UINDE SCD AZEK ON -19 R-19 PROF ESSIONt`''+L LATION I ULATION INSULATION INSULATION ENGINEER 8" FASCIA - 8" FASCIA 8" FASCIA 8" FASCIA R-30 R-30 R-30 R-30 ARCHITECTURAL GRADE ROOF SHINGLE TI Or INSULATION 12" SOFFIT (SEE DETAIL) ARCHITECTURAL GRADE ROOF SHINGLE INSULATION INSULATION -- 12" SOFFIT (SEE DETAIL) HURRICANE STRAPPING HURRICANE STRAPPING ICE & WATERSHEILD DOUBLE 2x6 PLATE ICE & WATERSHEILD DOUBLE 2x6 PLATE 2x6-16" cc WALL STUDS 2x6-16' oc WALL STUDS " CDX EXT. ROOF SHEATHING J"CDX SHEATHING J" CDX EXT. ROOF SHEATHING STAIRWELL J"cox SHEATHING BLUESKIN HOUSEWRAP KITCHEN BLUESKIN HOUSEWRAP WORK NOTES: p 2x10-16" oc RAFTERS R-21 I UL TION BOARD AND BATTON HARDI-PLANK (12"oc.) 2x10-16" oc RAFTERS BOARD AND BATTON HARDI-PLANK (12"oc.) R 21 SULATION BEDROOM CL KITCHEN FIRE BLOCKING R 21 INSULATION R-21 INSULATION FIRE BLOCKING 16" FLYRAFTERS CONSTRUCTED 2x6 PLATE 16" FLYRAFTERS CONSTRUCTED 2x6 PLATE " OF 2X6 WITH E&CB AZEK ON FINISHED OF 2X6 WITH E&CB AZEK ON FINISHED " UNDERSIDE WOOD FLOORS UNDERSIDE WOOD FLOORS F 4" ADVANTECH 4" ADVANTECH WIRE RAILING SYSTEM 31 T t DECKING DECKING TREX OR EQUAL DECKING 8" FASCIA TJI110 or AJS140 x 92' @ 16"oc. TJ1110 or AJS140 x 91" @ 16"oc• 8" FASCIA 8" FASCIA -- JIIIU or AJS140 x 9' 16 ac. 1 X12 AZEK SKIRT Al 3 "x 91" POWER PRESERVED 12" SOFFIT (SEE DETAIL) 12" SOFFIT (SEE DETAIL) 12" SOFFIT (SEE DETAIL) GLUELAM BEAMS @ 16"oc. HURRICANE STRAPPING R-30 HURRICANE STRAPPING HURRICANE STRAPPING Z_ R-30 DOUBLE 2x6 PLATE INSULATION DOUBLE 2x6 PLATE DOUBLE 2x6 PLATE INSULATION FLASHING AS PER NYS CODE R 21 INSULATION � 2x6-16" oc WALL STUDS 2x6-16" oc WALL STUDS 2x6-16" oc WALL STUDS HURRICANE STRAPPING "CDX SHEATHING BEDROOM KITCHEN J"CDX SHEATHING J"CDX SHEATHING STAIR DINING ROOM DOUBLE 2x6 PLATE BLUESKIN HOUSEWRAP BLUESKIN HOUSEWRAP BLUESKIN HOUSEWRAP R-21 INSULATION 2x6-16" oc WALL STUDS 1 f„ R-21 INSULATION "x 8" HARDI-PLANK (6" EXP) 4% 8" HARDI-PLANK (6" EXP) \ J"CDX SHEATHING g g x 8' HARDI-PLANK (6" EXP) FIRE BLOCKING FIRE BLOCKING FIRE BLOCKING BLUESKIN HOUSEWRAP 2x6 PLATE R 21 INSULATION 2x6 PLATE 2x6 PLATE "x 8" HARDI-PLANK (6" EXP) 4" FINISHED 4" FINISHED FIRE BLOCKING 4WOOD FLOORS WOOD FLOORS 2x6 PLATE Acceptance of these drawings does not authorize the right to build 1-1/8" FIBERSTRONG RIM BOARD 1-1/8" FIBERSTRONG RIM BOARD without the authorization of local governing agencies, such a_, 6 (AS PER MFG. SPECS.) 4" ADVANTECH (AS PER MFG. SPECS.) J" ADVANTECH 9 9 9 1 DECKING DECKING Suffolk County Dept. of Health Services, Town Building 2x6 CCA SILL 1JI110 or AJS140 x 9 @ 16 oc. TJI110 or AJS140 x Y2 Co 16 oc. 2x6 CCA SILL TJI110 or AJS140 x 9 @ 16 oc. TJI110 or AJS140 x Departments, DEC, FEMA, etc. Verify all conditions, codes, alid P TERMITE SHIELD - SILL SEAL TERMITE SHIELD - SILL SEAL re uirements with such a encies rior to construction. (3)14"x 9z' LVL Girder (3)1-"x 9"' LVL Girder q g p 12'-10Y" PROJECT: J%18" ANCHOR BOLTS MAX. 32"oc. R-30 J"x18" ANCHOR BOLTS MAX. 32"oc. R-30 R-30 INSULATION INSULATIk4" STEEL INSULATION #5 VERTICAL REBAR 4'—o"oc. BASEMENT BASEMENT #5 VERTICAL REBAR 4'—o"oc. BASEMEN BASEMENT 1771 It N ._ E 4" STEEL COL. (2)#5 HORIZONTAL REBAR 36'oc. (2)#5 HORIZONTAL REBAR 36"oc. 24'x 24% 12' DAMP PROOFING CONCRETE FOOTING W/ 4" PC SLAB COL. IL _ 4 (5)#5 REBAR E.W. W/ 10 GA. 6x6 WWM. DAMP PROOFING 3,_sl 2 24"x 24"x IN W/10 GA.B6x6 WWM. � �,.,,. E AND 6 MIL. POLY CONCRETE FOOTING W/ AND 6 MIL. POLY 8" P. C. FOUNDATION WALL VAPOR BARRIER 8" P. C. FOUNDATION WALL (5)#5 REBAR E.W. VAPOR BARRIER E 2x4 KEY WAY 2x4 KEY WAY 24" x 10" CONCRETE FOOTING 24" x 10" CONCRETE FOOTING HYATT ROAD 3'-0" BELOW FINAL GRADE. (TYP.) 3'-0" BELOW FINAL GRADE. (TYP.) SOUTHOLD, NY, 11971 WITH (4)#5 REBAR L.W. AND #5 WITH (4)#5 REBAR L.W. AND #5 REBAR S.W. AT 2'oc. REBAR S,W. AT 2'oc. t SCTM # 1000-54-01 -05 CROSS SECTION A CROSS SECTION B DRAWING TALE: 501 501 k CROSS - SECT10 '1`,KS- NOTES: i THESE PLANS APE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPER Y OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS MU BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VIRTi ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIFL[ FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNO14,11 OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NI)T FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: 4 s OCTOBER 24, 2022 PROJECT NO: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH �� f4'� THE 2020 RESIDENTIAL CODE OF NEW YORK STATE �� y 1 136-2022 C�N�yI:?, DRAWN BY: BDK — ALL HEADERS ARE TO BE CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE (2)1 4"X 9%" LVL UNLESS OTHERWISE NOTED © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ^ _ w a-!L.EI NUMBEk: —� �301.1 APPLICATIJN BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 0516 (-)ADS AND SEIS'11C 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 �4 3Iv1,-LETS 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 NOTE: PROVIDE FIRE BREAKS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A301 CON'�STRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. AS PER THE 2020 KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FESSIO` RESIDENTIAL CODE OF PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. O1 1.1 ALTERNATE PROVISIONS NEW YORK STATE ,,. 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 UOB NUMBER: t It USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization ALL SECOND FLOOR WINDOWS of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) AwC vdOOD FRAMED CONSTRUCTION MANUAL (WFCM) AND EXTERIOR DOORS TO Departments, DEC, FEMA, etc. Verify all Conditions, codes, and requirements with such 2) AISI S T;1rJDARD FOR COLD--FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE SET AT C-10t" e y g © KEHL•DESIGN�ASSOCIATES, u r 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) � agencies prior to construction. 00 v u KEHL DESIGN ASSOCIATES LLC yJ residential & commercial design o consulting I a i PO.Box 1675 Phone: 16311 433-9084 f ` Southold,New York 11971 E-Mail: ssbn6542opto6ne.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN RIDGE VENT ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection any k or 14"X117" which LVL RIDGE they hhove been prepared c without t other twrittenhan orconsent. RIDGE HURRICANE STRAPPING REV: 1 J"X14" LVL RIDGE NOVEMBER 9, 2019 RIDGE HURRICANE STRAPPING ARCHITECTURAL GRADE ROOF SHINGLE NOT FOR ICE & WATERSHEILD -y- R" CDX EXT. ROOF SHEATHING COBS ! RUCTION 2x10-16" oc RAFTERS USE UNLESS 9" FLYRAFTERS CONSTRUCTED CERTIFIED BY A OF WITH B AZEK ON UNDERSIDE R-19 R-19— PROFESSIONAL INSUL ON IN ATION� 8" FASCIA ENGINEER 8" FASCIA R-30 R-30 ARCHITECTURAL GRADE ROOF SHINGLE INSULATION INSULATION 12" SOFFIT (SEE DETAIL) 7 HURRICANE STRAPPING ICE & WATERSHEILD D OOM LIV G OOM ---'— DOUBLE 2x6 PLATE 2x6-16 oc WALL STUDS ¢ CDX EXT. ROOF SHEATHING OR o J"CDX SHEATHING BLUESKIN HOUSEWRAP WORK NO]ES: 2x10-16" oc RAFTERS OFFICE BOARD AND BATTON HARDI—PLANK (12"oc.) 16" FLYRAFTERS CONSTRUCTED FIRE BLOCKING OF 2X6 WITH E&CB AZEK ON 2x6 PLATE 4" FINISHED UNDERSIDE WOOD FLOORS 4" ADVANTECH DECKING LI i 8" FASCIA TJI110 or AJY40 x 9' L 16 oc. 1JIIIO or AJS140 x 9' @ 16 oc. 8" FASCIA SE s R—3 0 R-30 e 12" SOFFIT (SEE DETAIL) INSULATION (4)14"z 92 LVL Girder INSULATION 12" SOFFIT (SEE DETAIL) HURRICANE STRAPPING " Carriage Bolts HURRICANE STRAPPING DOUBLE 2x6 PLATE © 24:oc. as Per DOUBLE 2x6 PLATE 2x6-16" oc WALL STUDS 2x6-16" oc WALL STUDS "CDX SHEATHING Manf. Specs. LIVING ROOM` _ J"CDX SHEATHING BLUESKIN HOUSEWRAP BEDROOM BLUESKIN HOUSEWRAP J"x 8" HARDI—PLANK (6" EXP) _7 OR 4"x 8" HARDI—PLANK (6" EXP) FIRE BLOCKING OFFICE FIRE BLOCKING 2x6 PLATE 2x6 PLATE 4" FINISHED WOOD FLOORS Acceptance of these drawings does not authorize the right to build 1-1/8" FIBERSTRONG RIM BOARD ' ADVANTECH without the authorization of local governing cgencies, such as (ASSPER MFG. SPECS.) DECKING Suffolk County Dept. of Health Services, Town Building 2x6 CCA SILL �1JI110 or AJS140 x 9 @ 16 oc TJI110 or AJS140 x 95 @ 16 oc. Departments, DEC, FEMA, etc. Verify all conditions, codes, and TERMITE SHIELD — SILL SEAL " "' requirements with such agencies prior to construction. R-30 (3)1 '4 x 92 LVL Girder PROJECT: J"x18" ANCHOR BOLTS MAX. 32"oc. INSULATION #5 VERTICAL REBAR 4'—o"oc. BASEMENT BASEMENT t ,O" . E RD'.rq 'p " I .� 4" STEEL COL. (2)#5 HORIZONTAL REBAR 36"oc. 24"x 24"x 12" DAMP PROOFING CONCRETE FOOTING W/ 4" PC SLAB 113(5)#5 REBAR E.W. W/ 10 GA. 6x6 WWM. Si E P ,,, AND 6 MIL. POLY } 8" P. C. FOUNDATION WALL VAPOR BARRIER 2x4 KEY WAY 24" x 10" CONCRETE FOOTING HYATT ROAD 3'-0" BELOW FINAL GRADE. (TYP.) WITH (4)#5 REBAR L.W. AND #5 SOUTHOLD' NY' 11971 REBAR S.W. AT 2'oc. SCTM # 1000-54-01 -05 CROSS SECTION A DRAWING TITLE: -� 3 302 CROSS - SECTIO " F 1 (q •wn.ru+r w.w�c.` NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WLI HE PROSECUTED TO THE FULLEST EXTENT OF THE LAW CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPOI61BLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKN)V! OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNO&EDGED AS REVISION TO THESE PLANS. d s SEAL: UA J E: OCTOBER 24 2022� PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH PROJECT NO: THE 2020 RESIDENTIAL CODE OF NEW YORK STATE CF N 1 136-2022 c7�P� J. Co�rO DRAWN BY: --- Np B D K i — ALL HEADERS ARE TO BE * i.;a ��"p� uy HECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE (2)13/"X 9%" LVL UNLESS t OTHERWISE NOTED (D COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE - HEE >BEk: 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 = "r PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF WRITTEN AUTHORIZATION. -- F 051 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 NOTE: PROVIDE FIRE BREAKS CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. AS PER THE 2020 KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ESSIO A30Z, RESIDENTIAL CODE of PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 PLTENATE PROVISIONS NEW YORK STATE 'iS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: (iF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. ---- Acceptance of these drawings does not authorize the right to build without the authorization ALL SECOND FLOOR wlNoows of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) AND EXTERIOR DOORS TO -- 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 0 KEIILDESIGN°ASSOCIATES, u 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) BE SET AT 6'-10° agencies prior to construction.