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HomeMy WebLinkAbout53160-Z �,�o�sQUr�o TOWN OF SOUTHOLD BUILDING DEPARTMENT .,� SOUTHOLD, NY 0 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH OINE SET CIF APPROVED PLANS AND SPEICIT!ICATIC}NS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 53160 Date: 07/31/2026 Permission is hereby granted to: Mordechai Nemes 1 Hickory HI Roslyn, NY 11576 To: construct alterations to include a pool house within an existing accessory garage/storage building as applied for with SCHD approval. Premises Located at: 1760 Crown Land Ln, Cutchogue, NY 11935 SCTM# 102.-7-8 Pursuant to application dated 07/10/2026 and approved by the Building Inspector,. To expire on 07/30/2028. Contractors: Required Inspections: Fees: Accessory-Alteration $300.00 CO Accessory Structure $100.00 Total S400.00 8ui Ong Inspector TOWN OF +OT4TTHClLI --BUILDING DEPARTMENT 'own Hall Annex 54375 Main Read P. 0. Box 1179 Southold,NY 11971-0959 Telephone(631) 7 5-1 02 Fax (631) 765-9502 : "w w soot old w . .9o �µ Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: JUL 1 0 2026 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the,Applicant is not the owner,an r ees Authorization form(Page 2)shall be completed. Building Do pa rtmen WHO, Town of Southold Date: OWNER(S)of PROPERTY: Name SCTM# 1000- Project Address: tlbO6J\ Phone#: .- Email: 1XV10 9 - Mailing Address: '�65 Ppf CONTACT PERSON: Name: 1t� h L Mailing Address: , 1 01310._.... — ' Phone#: .. Email: jws DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: As .. .J m'm m m m m m m m m m m mmmmmmmmmmmm n ------------------ Phone#: S?l — ' -- C Email: `� CONTRACTOR INFORMATION: Name: Mailing Address: Lis Phone#: 51 -' -- Email 0 �'DESCRIPTION of PROPOSED CONSTRUCTION ❑New Structure ❑Addition gAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Cat he r Will the lot be re-graded? E]Yes No Will excess fill be removed from remises? ❑Yes CW�i g p ... .............. PROPERTY INFORMATION 1I Existing use of property: Intended use of property: CA ---------- Zone or use district in which premises is situated: Are there any Covenants an estrictions with respect to 0 this property.? E]Yes o IF IF,YES, PROVIDE A COPY, ...... heck 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 building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.4S of the New York State Penal Law. 0� Application Submitted By(print name): vner r cck C, DAuthorized Agent Mat G Signature of Applicant'. Date: �,.�` .......... STATE OF NEW YORK) SS10 COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Q\� (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day ofTj20 k Notary Public Notav, ew 'k PROPERTY OWNER AUTHORIZATION 0"Jified in Kings COUIrty Ciomjoissiort ExplfeS Nov.Im 2WF 7" (Where the applicant is not the owner) residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein,, Owner's Signature Date Print Owner's Name 2 S.C.T.M. NO. DISTRICT: 1000 SECTION:102 BLOCK: 7 LOT(S):8 Sur-r L w4i-,e Iw EPAr,:TME11TT Or HEALTH SEr"A(. PERMIT Fop APPROVAL r'I ONSTPAX-,Tnirr F�,�R #R-26-0606 Walter,tin es must,be'ns ected hjLth POOL HOUSEONLY III'( 1)852-5754,48 houm in DATE E = r I r A 2s o6os EXPIRE'S THREE H m ": III" aPFap:RO°OVAL MAP OF DWEWNGS HIGHLAND ESTATES AT CUTCHOGUE MAP OFWIPUBLIC WATER LOT 9 � HIGHLAND ESTATES AT CUI`CHOGUE 150' LOT 9 ,� „�Q ,.scab l WH m M a M � r y a w vu n k r m u w , Of H CONC./ CN'lE PAT* �43 tiMAW w a LOT 10 5.Y E DWELLINGS W PU 3UC WAT ER 15f1` �.� •� �. p � Oil LOT 11 w n WOOL) , .- r. DECK Mwtq'Mill � AYAM .Y ry a Y I " 31 � I EXIST.UNl1`Ai!'W i NOTE:NO ON SITE DRY WELLS � L?7 L,; w MINE 183,001 Al W.V. OF PAVEM04T TOWN OF SOUTHOLD 'T COVERAGE W/0E`C�3444 S.F. POOL PATIO: 1615 S.F. �"� LAB` SHED: 99 S.F. V TOTAL.: 5158 S.F. or 12.4% DWELLINGS Wf PUBLIC WATER REVISED 05-29-26 15tJ' ADD SEPTIC 1--16-26 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA 77ONS SHOWN ARE FROM FIELD OBSERVA BONS U P DATE 07--10--25 AND OR DATA 08TAINED FROM OTHERS AREA:41,610.52 SQ.FT. 4r 0.96 ACRES ELEVATION DATUM.- NAVD66 ................................. ........ UNAUTHORIZED ALTERA TION OR ADOI...71ON TO THIS SURVEY IS A VIOLA 77ON OF SEC 77ON 7209 OF THE NEW YORK STA TE EDUCA 77ON LA W COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EM8OSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY: GUARANTEE'S INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7777JT70N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777-U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RU&"JRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF:LOT 11 � � CERTIFIED TO: MORDECHAI IVEMES; � x �,, MAP OF:CROWN LAND LANE p�� FIRST AI ERICAN TITLE CO., FILED:AUG. 27, 1975 NO. 6239 iw;,F CHASE DANK N.A. SITUATED AT:CUTCHOGUE jj TOWN OF:SOUTHOLD �� o KENNETH M YC M, 141M., ARV G, PLLC SUFFOLK COUNTY, NEW YORK � �� ' (m ��,, � Professional Land Surveying��ng and Design��� r� . P.O. Box 153 Aquebogue, New York 11931 FILE #221--1 73 SCALE:1,,-30' DATE:(AFC. 8, 2021 PHONE (831)258-1588 FAX(891) 298-1588 N.Y.S. LISC. NO. 6085 maintaining the reoorde of Roberrt,J.Bennemy&Kenneth M.Woychuk ss�ss�� GENERAL NOTES: ,,, SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, C O 'N` 1� R A T 0 R N 0 T E SGeneral Notes: - = NEW YORK, 2020 RESIDENTIAL CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. I NT5 L I C1 t1 GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. l ,; ;�� , _ _ � ,� 2. FIRE SAFETY: 1 • ALL WORK SHALL CONFORM TO -THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A _ - = l - 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. _ KEHL DESIGN ASSOCIATES LLC CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design o comuBing PRACTICES. 2• 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE: CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF o. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRE[) 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. ID, ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Bozl615 phone: (6311433 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 E-Mail: ssbn654@optonline.net 3• 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE, SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kehl Design Associates,LLC o formerly DAKAssociates,LLC __... 4• a. All plywood shall be in accordance with the American Plywood Association (APA) specilfications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face ply,s across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 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 GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CON-iFRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACT-OR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6 a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK:, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• - PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb 825 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE © COPYRIGHT KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 8. PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL ELECTRICAL WORK SHALL BE PERFORMED BE PER5ONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a• Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL /ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Fv = 285 PSI WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE g• 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 SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 10. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ALL PIPING AND WIRING SHALL BE REMOVED TO Aa POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINIISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO 13E REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. Acceptance of these drawings does not authorize the right to WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONISIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH build without the authorization of local governing agencies, such 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. as Suffolk County Dept. of Health Services, Town Building THE CONTRACTOR IN COORDINATING THE WORK WIILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS IFOR COSTS AND PROBLEMS Departments, DEC, FEMA, etc. Verify all conditions, codes, RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES and requirements with such agencies prior to construction. 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIOiNS, RECONNECTIONS, AND STARTUPS, OF DOCUMENT NOTES PROPERITRY ACEIACH AS REPREESENBTATIVEOSROF THEIR EEMPLOYEES THE SAFTY OF THEIRSHALL PLO ASCERTAIN EMYEES ASVTHIAT T HEEL SO CONDITIONS THERS AND (UNDER WHICHN THE CAREOTHEYEWILL BE WORK NOTES: 1 4. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHER'S ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF R301 DESIGN CRITERIA AS PER THE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 2020 RESIDENTIAL CODES OF RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR .ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE NEW YORK STATE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY R301.1 APPLICATION BUILDINGS AND STRUCTURES, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, AND PARTS THEREOF SHALL BE CONSTRUCTED TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, 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 SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 Ibs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C THE BUILDINGS AND STRUCTURES ACCORDANCE R301.2.1.2 PROTECTION OF OPENINGS. WITH THE PROVISIONS OF THIS CODE SHALL RESULT EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MIISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE PATH THAT MEETS THE REQUIREMENTS FOR THE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. THROUGH THE LOAD-RESISTING ELEMENTS TO THE DESIGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE FOUNDATION. BUILDINGS AND STRUCTURES PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF �1'6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) DEEMED TO COMPLY WITH THE REQUIREMENTS OF b SHALL BE PERMITTED FOR OPENING PROTECTION, PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THIS SECTION. USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED iAS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SIHALL BE DESIGNED TO RESIST THE R301.1.1 ALTERNATE PROVISIONS UNINHABITABLE ATTICS WITH LIMITED STORAGFb'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY SECTION R301.1 THE FOLLOWING STANDARDS ARE IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGH-T OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH SASE. PERMITTED SUBJECT TO THE LIMITATIONS OF THE RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED ATH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V.,, IS 1,80 MPH (290kps) OR LESS. THIS CODE AND THE LIMITATIONS HEREIN. WHERE NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD THESE STANDARDS, THE DESIGN SHALL COMPLY STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 WITH THE BUILDING CODE OF NEW YORK STATE. ' RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHIES) 1) AWC WOOD FRAMED CONSTRUCTION MANUAL d h NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, WFCM V B GUARDS AND HANDRAILS 200 FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 2)(AISI STANDARD FOR COLD-FORMED STEEL r f 5 4 FEET SPAN < 6 FEET SiPAN 5 8 FEET FRAMING - PRESCRIPTIVE METHOD FOR ONE- HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS 50" PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES AND TWO FAMILY W N0. 8 WOOD SCREW- DWELLINGS (AISI-S230) a BASED ANCHOR WITH 2 16 10 8 OF NEW YORK STATE. 3) ICC STANDARDS ON THE DESIGN AND HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 50° INCH EMBEDMENT LENGTH CONSTRUCTION OF LOG STRUCTURES (ICC400) No. 10 WOOD SCREW- PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY HEIGHT BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 REV: THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS THE HIGHEST ROOF SURFACE 30 Y4 INCH DIAMETER LAGSCREW- ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND =EXISTING AS PER CHAPTER 5 OF THE 3 TABLE BASED ANCHOR WITH 2 16 16 16 �20OILDING CODE OF NEW YORK AS PER TABLE 506.2 STAIRS 40c INCH EMBEDMENT LENGTH ASHRAE 90.1-2016 STATE. NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS PROJECT: 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 FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,�it and a 45-foot mean roof height. TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL TOTAL HEIGHT FROM RIDGE TO GRADE EXISTING 1 POUND PER SQUARE FOOT = 0.0479 kPo, 1 SQUARE INCH = 645 mm,z 1 POUND = 4.45 N, CODE OF NEW YORK KI E Nri ES a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel. APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached) using vibration resistent anchors 1760 CROWN LAND LN. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED C U TC H O G U E NEW YO R K ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE 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 i SCTM# 1000-102.-7-8 WHICHEVER PRODUCES THE GREATEST STRESSES. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. DRAWING TITLE: AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 GENERAL NOTES EXISTING CRAWL SPACENA 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 "Mandotoiry" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 NEW BASEMENT NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1,2 a NEW FIRST FLOOR NA NOTES: g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT EX. FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BA;SEMENTc SLAB d CRAWL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTOR" LIFACTOR FENESTRATION RNALUE FRAME WALL WALL , RNALUE WALL R-VALUE SPACEc DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGC b,e RNALUE R-VALUE1 R.-VALUE &DEPTH RNALUE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL THE PLANE OF THE TRUSS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW BALCONY NA 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+ 8113 19 10/13 10,2ft 10/13 LOT DATA AND CRITERIA HOUSE DATA AND CRITERIA DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE '� UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ATTIC (HOUSE)(c) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: 11 1FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC HOUSE b NA For SI: = 1 foot = 304.8 mm 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed) in a cavity which is less SEAL: DATE: EX. GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the FUTURE GARAGE NA NOT LESS THAN 30 INCHES R-value specified in the table. DECEMBER 11, 2025 BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. PROJECT NO: 2.THE SLOPES OF THE JOISTS NI TRUSS BOTTOM CHORDS ARE NOT GREATER THAN ALL CONSTRUCTION TO BE DO ALL CONSTRUCTION TO BE DO 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 1204-2025 interior of the basement wall. INSIDE EXISTING STORAGE INSIDE EXISTING STORAGE �� rIV SUNROOM NA N DRAWN BY: 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD 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 MEMBER DEPTH. Q BDK COVERED PORCHES NA interior of the basement wall. "1 S/19" shall be permitted to be met with R-13 cavity insulation on the interior of the BUILDING / GARAGE BUILDING / GARAGE .4 THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of the home. "110/13" means R-10 continuous CHECKED BY: COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavityinsulation at the interior of the basement wall. POOL HOUSE CABANA 350 SOFT DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. ACCESSORY STRUCTURE NA d. R-5 shall be provided under the full slab area of o heated slab in addition to the required slab edge insulation c !' 13: SHEET NUMBER: R-value for slabs, as indicated in the table. The slob edge insulation for heated slabs sh5all not be required to (� .k 41 h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab 11 SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE �1 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved p o- 05*7 [`�J IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved ROFfSSiON�� 1 (a WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. ) g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" rmeans R-13 cavity insulation DOB NUMBER: OF plus R-5 continuous insulation. i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the insulation is on the interior of the mass wall. KEHL-DES]GN•ASSOCIATES, LLC SIMPSON STRONG TIE COINNECTORS SPECIFIED FOR CONSTRUCTION ` USE A MINIMUM OF j,,,,� TWO 8d NAILS THIS M T S 2 0 L T S 2 0 O %�/�� � i/� DOUG-FIR LARCH S0. PINE 2 UPLIFT SIDE OF TRUSS. PROVIDE 1 HGA10KT ON ?a°I LA 160 8dx1 Bd NAILS o o SIDE OF CEILING JOIST ALLOWABLE LOADS LOAD m� a MODEL GA FASTENERS UPLIFT UPLIFT CODE /� o NO. TO TO TO AVG LATERAL NAILS REF. INTO TRUSS o ° ° ( / ) AND ON SIDE OF RAFTER j' - _ - RAFTERS/ TRUSS ULT. PLATES STUDS (133) (160) F STU F2 (133& - ;- "- ---- ° NOTE: REFER TO SIMPSON WOOD CONSTRUCTION $ TAKE SIMPSON ON WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES residential & commercial design oconsulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 e DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWO o ART "x12 e e P0.Boz 1675 phone: (631�433-9084 8d NAIL o ° Southold,New York 11971 E-Mail: ssbn654@optonline.net MODEL GA AVG 2 CODE INTO • •• ULT. LFTA LFTA REF. ° p• ° N0. MAX. CLEAR PLATES W DTHSPAN L OTY DIA 1�" 2" 2}„ 3° 3 " 1 2" 2!" 3" 3}" EIGHT-' o o ,° INTO NAILSSP4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2�" 17" 3g�"16-10d — 4200 1205 1400 5, 44, 85 STUD ° OWNERSHIP & USE OF DOCUMENTS: 2 DALLO FIR LARCH /' LOADS'_ PINE oo These drawings and specifications including the FASTENERS ALLOWABLE UPLIFT- LOADS MODEL L AVG 10d 11Od x 1}" CODE NO. ULT. REF. LFTA oo ideas, design and arrangements represented 10d 10d x 11" (133 / 160) (133) (1so) L S T A 2 1 °° therein, are the property of KEHL DESIGN ° ASSOCIATES, LLC. No part thereof shall be o• e Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 °, ° °° HGA10 with any work or project other than for which M7S20 0 ° o 20 t4-Tod 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 ° the have been prepared without written consent. ART�'x12 °° ° DETAIL "K" y p p 0 0 LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 crew- ° STU 8"- © COPYRIGHT 2025 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR COUPLER NUT DETAIL "Ell. °o DOUG-FIR-LARCHEqual number of° 'STU PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL S0. PINE CODE e TYPE OF DIRECTION ALLOWABLE LOADS REF. specif led nails in o TAKE-UP WASHER COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT MODEL CONNEC- OF LOAD each end Simpson Strong-Tie WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE TION FLOOR ROOF (133/ SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT N0. (100) (125) 160 G 515 645 670 CS16 ART8"x12 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED LTP4 S J 51s 645 - 6, 39, 97 DETAIL "H" EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE, H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOEDOWN ART "x12 DEFLECTION DEFLECTION CODE STUD LENGTH OF BOLT 2,3 AT HIGHEST MODEL MACHINE AVG AT HIGHEST REF. NO ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY 4 s e BOLTS ALLOWABLE LOAD DESIGN oo Acceptance of these drawings does not authorize the right to GA GA HB SB W H 8 50 CL DIA DESIGN WHEN RAISED OFF ° SILL PAT build without the authorization of local governing agencies, such OTY DIA 11" 2° 24" 3" 3�" 5�" LOAD THE ° ° ° as Suffolk County Dept. of Health Services, Town Building HD2A 16 12 4{�" 2}" 2J" 8" 2r�" �" 1�" �" 2 tzlso 1555 20s5 2565 2775 z775 2760 0.058 0.077 2, 43, 8z Departments, DEC, FEMA, etc. Verify all conditions, codes, MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS ° and requirements with such agencies prior t0 COnStrUCtlOn. AVG OF / SIP CODE NO. W L STUD PLATE ULT. (133) (160) REF. WORK NOTES: SP4 3a" 71" 6-10d x 14" 2917 7357 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE R301 DESIGN CRITERIA AS PER THE NO. CA yy L NAILS FLOOR (133) (160) REF. °0 2020 RESIDENTIAL CODES OF NEW YORK STATE LSTA21 20 1 21 -1 d 905 1205 1295 7, 40, 90 °o DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL GA FLOOR REF. R301.1 APPLICATION BUILDINGS AND STRUCTURES, NO. W L NAIL`_ 100 (133) (160) Simpson Strong-Tie STU 8 s AND PARTS THEREOF SHALL BE CONSTRUCTED TO MSTA24 18 1 1 " 1 24 18-10d 1025 1 1370 1 1640 7, 40, 90 LUS46 SIMPSON SAFELY SUPPORT ALL LOADS, INCLUDING DEAD TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, MODEL N0. L END GA CUT LENGTH SPACING REF. HD2A TAKE—UP WASHER SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS (TOTAL) 2 (LENGTH L (100) (133 / 160) oc, PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT 'Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE IH6 THE BUILDINGS AND STRUCTURES IN ACCORDANCE NOTED. FAILURE TO COMPLY WITH ALL NOTES WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD DIMENSIONS FASTENERS DN• O GIFT FL H PIN A wA A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" PATH THAT MEETS THE REQUIREMENTS FOR THE MODEL GA W H B HEADERS JOISTS AVG UPLIFT FLOOR too) Show 6d ROOF 125 CODE BY ALL LICENSE PROFESSIONAL ENGINEER, PLACES a TRANSFER OF LOADS FROM THEIR POINT R ORIGIN Tod 1sd ULT. (133) (160) 10d 16d 10d i6d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW- LUS46 18 3a" 4J" 2 4-16c 4-16d 6076 1140 11160 1000 1150 1250 7, 40, 127 DETAIL 11111 COUPLER NUT , THROUGH THE LOAD-RESISTING ELEMENTS TO THE HUS210-2 14 38" 9{" 2 8-16c 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ"x12 V I 5 FOUNDATION. BUILDINGS AND STRUCTURES DOU(G-FIR LARCH/SO. PINE ALLOWABLE LOADS STU 8 — CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE FASTENERS UPLIFT LATERAL CODE DEEMED TO COMPLY WITH THE REQUIREMENTS OF MODEL AVG UIPLIFT (133/160) REF. SIMPSON NO. GA ULT. T KE UP WASHER THIS SECTION. TO RAFTERS TO PLATES -f0 STUDS (1133) (i60) F F2 160 R301.1.1 ALTERNATE PROVISIONS HGAIOKT 14 4-SDS}"x1�" 4-SDS "x3" 1523 4:35 435 ltss 940 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE T A MINIMUM MTS16 MTS16 SP4 THIS CODE AND THE LIMITATIONS HEREIN. WHERE TWO 8d NAILS THIS � ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY HD2A GNW WITH THE BUILDING CODE OF NEW YORK STATE. SIDE OF TRUSS. /COUPLER NUT �`P TOTAL FOUR o /, ® SE A MINIMUM OF 1 J `t Bd NAILS TWO 8d NAILS THIS STU LSTA21 SIMPSCJN ANCHOR BOLTS ; 1) AWC WOOD FRAMED CONSTRUCTION MANUAL INTO TRUSS SIDE OF TRUSS, °° o SIMPSON Strong-Tie TOTAL FOUR o /. ® o TAKE-UP WASHER ( ) LSTA21 2> ASI STANDARD FOR COLD-FORMED STEEL IINTOATRUSS HUS210-2 I FRAMING — PRESCRIPTIVE METHOD FOR ONE— AN D TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND �1 ® CONSTRUCTION OF LOG STRUCTURES (ICC400) 6W0 AIL ° Fl ® REV: TO ° ° PLATES °o (D PROJECT: 00 EIGHT TWO o 8d NAIL 8d NAIL °o INTO STUD Simpson Strong-Tie PLAOTES °mo DETAIL "A" H7 EIGHT ° 8d NAILS o INTO °° DETAIL "D" DETAIL "G" DETAIL STUD Simpson Strong--Tie H7 ° Simpson Strong-Tie EFTA EFTA BP ROD SYSTEM DETAIL "L" RESIDENCE ° I . EFTA ° °°° 1760 CROWN LAND LN. DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 C U TC H O G U E, NEW YORK 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. I•' _ 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. SCTM# 1000-102.-7-8 LTP4 Ll DRAWING TITLE: SIMPSON WINDLOAD I LTP4 CHARTS & CALCULATIONS LTP4 / STRONG-TIE DETAILS / I DETAIL "c" EXISTING ROOF HAS EXISTING PLUMBING DIAGRAM Simpson Strong-Tie APPROVE DRYWELLS BY AND Floor-to-Floor Connections LTP4 DETAIL "B" SOUTHOLD TOWN. ROOF RUN-OFF CALC. LTP4 NOTES: �� Simpson Strong-Tie NO ADDITIONAL ROOF AREA�� THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Floor-to-Floor Connections DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Ridge Strapping FIELD CONDITIONS AND DIMENSIONS AHD BE SOLEY RESPOIISIBLE FOR FIELD FIT. THE EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. DESIGN S ENFIELD CO ASSUMES No uAADDITIBILITY FOR ASEIsiorJs DUE To UNKNOWN OR L S T A 3 0 UNFORESEEN FIELD CONDITIONS AND OR ADDITIOh1S BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLAIDS. ND SUBSTITUTIC]NS SEAL: DA I E: All framing hardware shown on these plans, DECEMBER 1 1, 2025 unless otherwise indicated, is Simpson ;Strong-Tie, PROJECT NO: No substitutions are approved or autlhorized, _ 1204-2025 ,� Y Due to the relationships of framing haardware to O Nti;V DRAWN BY: the other components Of the structulre, any framing g A zq BDK hardware substitutions will render these plans CHECKED BY: null and void, and will result in the installer/contractor �0 assuming responsibility for the design and Z ° Of SHEET NUMBER: performance of the entire system, �o• 05 G Ridge Strapping AROFESSI NP�� 2 Detail DOB NUMBER: OF 0 KE11L-DESTGN•ASSOCIATES, ILr Ell 7117 KEHL DESIGN ASSOCIATES LLC 54' ' residential & commercial design o consulting 22-1y 10-8 21'-2 4" Relocated Relocated AP352v AP352v P0.Box 1675 phone: 1631�433-9084 Southold,New York 11971 E-Mail; ssbn654@optonline.net 2-B 3'-9/" 5y„ 3'4' ELEC NEW (2)14"x 92" LVL Header NEW (2)14"x 92" LVL Header 3 2" PANEL 7'-117" Window Header Height 7'-1187" Window Header Height Kehl Design Associates,LLC o formerly D A K Associates,LLC LEC. STACKABLE TOWEL B 9 B 9 HW WASHER & CLOSET HTR OWNERSHIP & USE OF DOCUMENTS: ALL WASTE LINES ARE TO � DRYER BE DIRECTED THRU THE 30 GAL These drawingsand specifications including the HOUSE FOUNDATION AND r ` M 3068DD "2161 ` ideas, design and arrangements represented CONNECTED TO THE EXISTING 613 HOUSE WASTE LINE. N therein, are the property of KEHL DESIGN H.S. REF. N0. 88-SO-84 10-83 ASSOCIATES, LLC. No part thereof shall be SCTM # 1000-102-7-8 z BATHROOM STORAGE AREA copied, disclosed to others or used in connection APPROVED ON 7-8-88 \ � with any work or project other than for which o they have been prepared without written consent. OO ( J e 2668 STORAGE AREA STORAGE AREA STORAGE AREA © COPYRIGHT 2025 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL o COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 3%" CL WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 4068DD SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 3'-5%" 16'—sY" EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 0 0 o ' N 10'—OY" Acceptance of these drawings does not authorize the right to POOL HOUSE build without the authorization of local governing agencies, such 350 SQFT o as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, x and requirements with such agencies prior to construction. w KITCHENETTE 20'-0° 3Y� NEW(3)14"x 92" LVL Header WORK NOTES: R301 DESIGN CRITERIA AS PER THE EX. AP352v EX. AP352v NEW FWG12080-4 EX. AP352v EX, AP352v 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 54'-0" 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 FLOOR PLAN 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 SCALE: 1/4"= V-0" FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF NEW WALLS THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE— AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) REV: NOTE: ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVE`.S / COVERS PROJECT: PM E IPA S RESIDENCE ,st FLOOR 3 RO THROUGH II 2nd FLOOR ALL WASTE LINES ARE TO 2„ BE DIRECTED THRU THE 1760 CROWN LAND LN. 3" HOUSE FOUNDATION AND 3" CONNECTED TO THE EXISTING GUE, NEW YORE 2.. POOL HOUSE WASTE LINE, HOUSE KITCHENETTE BATHROOM 2" 2" SINK H.S. REF. NO. 88-SO-84 3" SCTM # 1000-102-7-8 2 FHE 14 Z�7 APPROVED ON 7-8-88 SCTM# 1000-102.-7-8 ,et FLOOR FLOOR 2• 2• ;DRAWING TITLE: 3•• 2 4" F.A. VENT 6'� FLOOR PLAN AND PLUMBING 3" 3't✓. . ABOVE GRADE C.OA O, O. RISER DIAGRAM FOR C. 3" 3" al 3" 3 cl 35' SE SCAG APPROVED 350 SQFT POOL HOUSE POOL HOUSE CRAWL SPACE 4" Cl SEWERAGE SYSTEM FOUNDATION FOUNDATION FOUNDATION HUB HUB HUB HOUSE BASEMENT NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKI10Wl.EDGED AS REVISION TO THESE PLANS. PLUMBING RISER DIAGRAM (NTS) iSEAL: DATE: DECEMBER 1 1, 2025 PROJECT NO: 1204-2025 PROVIDE HURRICANE STRAPPING �A� �F W Y DRAWN BY: IN ACCORDANCE WITH THE J. M 2 'Air BDK 2020 RESIDENTIAL CODE OF p 2y CHECKED BY: NEW YORK STATE Z 'V0 x SHEET NUMBER: ALL HEADERS ARE TO BE (2)13/"X 9Y" LVL UNLESS OTHERWISE NOTED NO 5-7 �'� Al O 1 NOTE: PROVIDE FIRE BREAKS AS PER DOB NUMBER: OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN-ASSOCIATES, uc