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HomeMy WebLinkAboutSite Plans Rec'd 1/26/24 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LIMES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 now or formerly L a ' / tel. 651.727.2305 fax. 631.727.0144 I now I =' I I / admin®youngengineering.com I or formerly Douglas Dwyer& Eileen Dwyer I L ! Joan Miles I o V -T Lot 3 I L FRAME II / IPF I SHED FRAME o I ! --�—_ RCF 616 SH[D Howard N. Young, Land Surveyor —�— N CMF ti -� IPF w �° Thomas 0. Wolpert, Professional Engineer I 586°15'0 "��'- Tl—..,_. - - - UMPF - - - - - - / Douglas E. Adams, Professional Engineer r I X23.77 o G27 MPF I � � Daniel A. Weaver, Land Surveyor 4 I w D O L ._ N / 00- W o i Lot 4 u�' / Q' W > E ' o `� �' i .�'G25 / 0 ,! SITEDATA //�� / AREA = 88,340 SQ. FT. #5 �V — — 100, / CO I � FRAME 7 w .7' �- SHED �/ /-. \ / I _ I Lot 5 — — LANDWARD LIMIT OF _�I 1r LL — - FRESHWATER WETLANDS AS I o DELINEATED BY COLE #6pi ! I y_ ENVIRONMENTAL ON 06/25/22, O / I I j UPDATED ON 09/08/23 U' r- L 61 .�G24 O I I I o Lot 6 _ #7- / p DI V) r / I ` 623 W0OD5 sroN1- l 7'01A CL / UCH 00 sToNE I I � Lot 7 Ch f'. W '� -�#9 a 0622- #10 10'DIA / SHEDFRAMS 2.8' ! - #13 #14 16'DIA I j Or Z Q — — — i #12 15• TREE CM T 8'DIA jT, I IPF :Ln #16 TREE / I ' ' —mob Lot 8 1 --#7 ,/ P o� 1 / �F IPF #23 #19 _- #18 'DTAP W #22 #21 #20 -/ BEECH / 40�QO / — OF 3.6 / 'E y 0'DIA E-- - - - - - BEECH , ,LOQ X10. I L u _u 12 Lai LU 24'DIA CM / BEECH IPF I I o3 �o J Lot 9 ? w a 21'DIA o0� / ' WOODS OAK u,3 / I WDF -- —_ 1.1'E 20'DIA I I - — 21'DIA OAK / I I OAK`fWDF �� , •p / I 0.8'W I X 0) � L 0U N j Lot 10 F EQUTP,\gEN OAK IA oENCLOSURE Lco `WDF — — _ _28.4' -- N / L � G — 20.1, p�P� // ppf IPF_ d. OP I I O I Lot 11 3 :•, � a y I N I I 4 co pl L I SURVEYOR'S CERTIFICATION o I I ns0. �m I - - - - _ O o q I I *WE HEREBYCERTIFYTO SILVER SANDS HOLDINGS I, LLC, CL PROPOSED I I � o I L Q C TONE ° °' z I THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF S ^� E I I PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE I :°Z Lot 12 3•ciLE CLF .� I I ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. A ;� C�` CL: I P �fi I ' 3 PROPOSED N N 7 STALLS w I I r- f'9 4;:l Ali rat I °Lt 3 Lot 13 LC PROPOSED HOWARD W.YOUNG,N.Y. 863 � % ---- � ` `� STONE — L.o cL CP o �� — — — o LEGEND ' I r o — — 11.11 304' - I I - V N I I czc -CAST IRON COVER IPF "°' W FRAME 9" H,. I I MAP PREPARED FOR CE =CELLAR ENTRANCE I - - _ - z BUILD i2 9 Lot 14 Wz 3a' I SILVER SANDS HOLDINGS I, LLC 00 CH =CHIMNEYx/43' o F I e CLF =CHAIN LINK FENCE I I wm � /�' z \ o I at Greenport, Town of Southold CS CMF =CONCRETE MONUMENT FOUND Suffolk County, New York CMS =CONCRETE MONUMENT SET I — — — — _. �' \\ o ' CO =CLEAN OUT 3.7. 1 --- AWNING — CP =CONCRETE PAVEMENT I i +- WDF 28.2' �'OpR \ wWe / SITE PLAN N J 1.6'W 0 \\ CONC I '�� N CP/T=CONCRETE PAVEMENT/TRANSFORMER I Lot 15 Woo° DECK \ sAw �- CSW =CONCRETE SIDEWALK p1 OECK P \D DI = DRAINAGE INLET I N \N o EMTR =ELECTRIC METER o EOP =EDGE OF PAVEMENT oLi ,� \\ County p 47 Block 02 Lot 15 a IPF =IRON PIPE FOUND � s 3 Coun Tax Ma District 1000 Section \ / / L �` \6� \\ -. // MAP PREPARED JAN.25,2024 MPF =METAL POST FOUND o V ctI OL =ON PROPERTY LINE o � Wo .`° \ Record of Revisions 6 ` PRF =POST do RAIL FENCE L 3 G s .-g' REVISION DATE RCF =REBAR do CAP FOUND O v m \ �3 Q1` LANDWARD LIMIT OF TIDAL PO =ROOF OVER _ . 0°Cj'5 WETLANDS AS DELINEATED BY SD =STORM DRAIN �j1 COLE ENVIRONMENTAL, RECEIVED r T /r `\`� '1� JAN.2022 '!•1`pG.. �fS \\d/ C WDF =WOOD FENCE _� ,L�j� _._._ WMR =WATER METER WIF va00D�Po -�(�Fj°Z — 1 WSF =WOOD STAKE FOUND 0.6'E g�w� JAN 2 6 2024 1 WS5 =WOOD STAKE SET 2 `'1� TIE LINE ALONG APPROXIMATE HIGH --� =UTILITY POLE ° -Southold Town =FIRE HYDRANT TWi 2 WATER MARK AS LOCATED ON 10f29/2021 �o°���P° Tw3 G�o� j 5��' Planning Board =END OF DIRECTION/DISTANCE �`�� 2�1 '- O` 40 0 20 40 80 120 <� v g EPLA2 =WETLAND FLAG 6�NUMBER c��9°O 579°51'17"w tiPES SCale: 1�� - '40' P JOB NO.2021-0267 25.99' DWG.2021_0267_cs_47 02_15 1 OF 1 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION CONSTRUCTION % "� .�,. & 4 C) R A C T 0 R T E SGeneral Notes: 111 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF -4W -_ _'L7 11 Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. j%' I �igL7^ _ - 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 WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. g residential & commercial design o consulting PRACTICES. 2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Bozl615 phone: (631433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. AND PAY ALL FEES REQUIRED BY THE DOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654PoptonI:ne.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. l 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 DesignAssoalates,ucotormerryDAKAssoclates,LLc 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS, OWNERSHIP & 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 CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better, therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 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 SHALLFb 825 PSI- BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. REV. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 11-25-1903-05-23 B a. Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 04-22-23Fv 285 e 9 Fb = 2600P I 4. NOISE AFTER HOURS: 05-17-23 r THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE 12-06-23 3 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, i 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TOA POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. Received 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 CONSTRUCTION MEANS,AMET ODS, TCT AGREE OECH�IQUES LD HSEQUENCES GN SORCPROCEDURES IATES LLC. AAND EFOR FAONYASAFETY PRECAUTIONS ANDG GPROGRAMS NOCONVENCIENO ES OTONY RESPONSILITY IN REARD TO CNSTRUTIN WRKTHELOTHER ONEIGHHBORSTHE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH JAN 112024 WIL BE CNFINED TO 1 2. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARI✓1LESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES Zoning Board of Appeals 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTEIJTION 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. 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 ALTERATION LEVEL #2 AS PER THE 2020 "EXISTING BUILDING CODE OF NEW YORK 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. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R301.2.1.2 PROTECTION OF OPENINGS. GROUND WINE) SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: ALL ROOMS MEET OR EXCEED THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOODWND EXPOSURE OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET 25 lbs/sq(t 130 (mph) C SEVERE S-0•' MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 4A 44 THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED THE 2020 RESIDENTIAL CODE OF NEW YORK STATE P � of NE y PROPERTY ZONE EXCEPTION: FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. ,9 TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 71'6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) NAILING NOTES: RESORT / RESIDENTIAL- SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE (IN POUNDS PER SQUARE FOOT) OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. dr- 0 METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. AT ACHMENT SHALL BE DESIGNED TO RESIST THE DESIGN CRITERIA nrCllpAn!rynR USE LIVE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AI'ID - 'TWO FAMILY DWELLINGS LOADS CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY i�,STALLED ON THE BUILDING. ATTACHMENT R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE. t' `'n 9� b IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS V".TH A MEAD Roti HEIGHT OF 4-5 FEET (13,728mm) OR LESS ' D5710 �� o USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE 10 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED VUn IS 180 MPH (290kps) OR LESS. R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL 13E CJNSTRUCTED TO SAFELY SUPPORT ALL y ''e OFcSStOF`� LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITED STORAGE b'g 20 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTEfIING SCHEDULE FOR WOOD PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS STRUCTUAL PANELS a,b,c,d OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE HABITABLE ATTICS AND ATTICS SERVED ATH FIXED STAIRS 30 -' TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS RESORT / RESIDENTIAL A-2 FASTENER SP,aCING (INCHES) AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. A,coeptance of these drawings does not authorize the right to TYPE OF CONSTRUCTION (CHAPTER 6;', BALCONIES (EXTERIOR) AND DECKS (e) 40 FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL build without the authorization of local governing agencies, Such -- -- < 4 FEET SPAN 6 FEET SPAN < 8 FEET 8301.1.1 ALTERNATE PROVISIONS as Suffolk County Dept, of Health Services, Town Building I TYPE GROUP FIRE ESCAPES 40 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE Departments, DEC, FEMA, etc. Verify all conditions, codes, and " -- NO. 8 WOOD SCREW- LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH requirements with such agencies prior to construction. V B GUARDS AND HANDRAILS d 200 In BASED ANCHOR WITH 2 16 10 8 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. INCH EMBEDMENT LENGTH HEIGHT AND FIRE AREAGUARD IN-FILL COMPONENTS 50 h NO. 10 WOOD SCREW- 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PROJECT: 50 BASED ANCHOR WITH 2 16 12 9 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD -- HEIGHT FIRE AREA INCH EMBEDMENT LENGTH FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) a PASSENGER VEHICLE GARAGES 50° Y4 INCH DIAMETER LAGSCREW- 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) P, ID q HEIGHT, BUILDING. BASED ANCHOR WITH 2 16 16 16 SILVEI THE VERTICAL DISTANCE FROM GRADE ROOMS OTHER THAN SLEEPING ROOMS 40 INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES THE HIGHEST ROOF SURFACE 7000 SF. SLEEPING ROOMS 30 L = 13'-8" AS PER CHAPTER 5 OF THE 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 OF NEW YORK STATE. F00'T E 2020 RESIDENTIAL CODE OF NEW YORK AS PER TABLE 506.2 STATE. STAIRS 40c a. This table is based on 180 mph ultimate design wind speeds V�It and a 45-foot mean roof height. b. Fasteners shall be installed at opposing ends of the wood structural panel. 2018 International Energy Conservation Code (I 1135 SILVERMERE ROAD Fasteners shall be located a minimum of 1 inch from the edge of the panel. SKIM T p DF GREENPORT, NY 11944 FOR SI: c, Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into SEC I M 8503 ALTERATIONS RECEIVED TOTAL HEIGHT FROM RIDGE TO GRADE Max 17'-9" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. ,- 8503.1 General [JAN 2 6 2024 BUILDING 33 a, ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors LUMBER SPECIES AND GRADE APPLIED OVER A 20-SQUARE-INCH AREA. having a minimum ultimate withdrawal capacity of 1,500 pounds. Alterations to any building Or Structure Shall Comply with the requirements Of this code for new construction. Alterations Shall be SUCK SCTM # 1000-47-02-1 eJ that the existing building or structure is not less conforming to the provisions of this code than the Southold gown b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT g g g p Planning Board ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE PROJECT TO COMPLY WITH CHAPTER 5 OF THE REQUIREMENTS OF THE existing building Or Structure WoS prior t0 the alteration, DRAWIING TITLE: ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, 2020 ENERGY CONSERVATION CODE OF NEW YORK Alterations t0 an existing building, building System Or portion thereof Shall Conform to the provisions of this Code as they relate t0 ALL EXT. DECK FRAMING MATERIAL CCA INC PINE #2 AND BETTER OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. new construction without requiring the Unaltered portions of the existing building Or building System to comply with this code. SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK GENERAL NOTE S c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD Projects shall comply with one of the following: Alterations Shall not create an unsafe or hazardous Condition Or Overload existing building Systems. Alterations Shall be such that the OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, 1. Section R401 through R404 existing building Or Structure does not use more energy than the existing building Or Structure prior to alteration. Alterations t0 WHICHEVER PRODUCES THE GREATEST STRESSES. 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" AREAS OF STRUCTUREd. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. 3. The energy rating index (ERI) approach in Section R406 existing buildings Shall comply With section R305.1.1 through R503.2 NOTES: NEW CRAWL SPACE NA e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. (NY)TABLE 8402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW FINISHED BASEMENT NA WORK TO BE PERFORMED INSULATION AND FENESTRATION REQUIREMENTS BYCCNIPONENT 8503,1.1 Building Envelope, DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS wILL BE EX. BASEMENT NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTc SLAB d CRAWL Buildingenvelope assemblies that are art Of the alteration Shall complyWith Section R402.1.2 or R402.1,4 Sections R402.2.1 through PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF ZONE U-FACTORb U-FACTOR FENESTRATION R-VALUE FRAMEWALL WALL R-VALUE WALL RNALUE SPACE p p g EX. FIRST FLOOR 980 SF FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPOiJSIBLE FOR FIELD FIT. THE 1) REMOVAL OF WINDOWS 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED SHGCb,e R-VALUE R-VALUEI R-VALUE &DEPTH R-VALUE RA402.2.13, R402.3.1, R402.3.2, R402.4.3 and R402.4.5. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMM'SIONS DUE TO UNKNOWN OR NEW FIRST FLOOR NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. EX. SECOND FLOOR NA AS NOTED 4 EXCEPT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT . UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN MARINE 0.32 0.55 0.40 49 200813+5h 8113 19 10/13 10,2ft FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLAIJS. NEW SECOND FLOOR NA g 2) FILLING IN OF WINDOWS THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR _i EXCEPTIONS: The following alterations need not Comply With the requirements for new NEW BALCONY NA MORE ADJACENT TRUSSES WITH WFR CONFIGURATIONS CAPABLE OF ACCOMMODATING AN SEAL: DATE: AS NOTED ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN For SI: = 1 foot = 304.8 mm Construction, provided that the energy Use Of the building IS not increased: LOFT NA a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less DECEMBER,14 2021 3 INSTALLATION OF DOORS THE PLANE OF THE TRUSS g ATTIC HOUSE)(o) NA ) than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: ATTIC HOIJSE)(b) NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS R-value specified in the table. AS NOTED 1. Storm windows installed over existing fenestration. NEW GARAGE ADDITION NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: b. The fenestration U-factor column excludes skylights. The SHGC column apples to all glazed fenestration. 1 135-2022 ATTIC GARAGE a NA 4) REMOVAL OF DOOR C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the 2. Surfaced applied Window film Installed On existing Single pone fenestration DRAWN BY: 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH interior of the basement wall. EX. UTILITY ROOM NA AS NOTED BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS assemblies reducing Solar heat gain, provided that the Code does not BDK EX. SCREENED PORCHES NA NOT LESS THAN 30 INCHES "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the CHECKED BY: 5) INSTALLATION OF NEW interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the require the glOZing Or fenestration t0 be replaced. EX. OUTDOOR SHOWER NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous 3. EXIStIng C211ng, WOIi Or f00r COV111eS eXpOSad during COnStrUCtlOn, provided EXISTING DECK NA WINDOWS AS NOTED 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. insulation on the interior or exterior of the home or R-13 cavity insulation it the interior of the basement wall. 5HEE1 NUMBER: NEW DECK NA 6 INSTALLATION OF NEW that these cavities are filled with insulation. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED EX. COVERED DECK NA SIDING MEMBER DEPTH. R-value for slabs, as indicated in the table. The slab edge insulation for he]ted slabs shall not be required to 4. Construction where the existing roof, wall Or floor cavity IS not exposed. EX. COVERED FRONT PORCH NA extend below the slab UNDER FEDERAL COPYRIGHT LAW. COVERED ENTRANCE NA 7) REMOVAL OF INTERIOR THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE e. Reserved 5. Roof recovered. PLANS MAY NOT BE REPRODUCED WITHOUT DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE CABANA NA WALLS AS NOTED THAN 10 POUNDS PER SQUARE FOOT. f. Reserved 6. Air barriers shall not be required and roof replacement WRITTEN AUTHORIZATION. ACCESSORY STRUCTURE NA g. Alternatively, insulation sufficient to fill the framing cavity and providing not ess than an R-volue of R-19. where the alterations or renovations to the building do not include ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: OF h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A KEHL DESIGN ASSOCIATES, LLC. SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation alterations, renovations or repairs to the remainder of the building envelope. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE (a) WITHOUT STORAGE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE plus R-5 continuous insulation. (b) WITH STORAGE IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHL•DE`rIGN°ASSOCIATES, LLc ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. insulation is on the interior of the mass wall. PROOF OF PURCHASE. SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION Z1 ,USE A MINIMUM OFTWO 8d NAILS THIS MTS20 T S 2 0 — DOUG-FIR LARCH S0. PIN UPLIFT SIDE OF TRUSS. PROVIDE (1) HGAI OKT ON /; ALLOWABLE LOADS 1'2 LOAD SIDE OF CEILING JOIST %/; �I �' IF�j dy FASTENERS �° ® o /-. ® _` W L1EJ I �G' LATERAL WITH TOTAL FOUR o AND ON SIDE OF RAFTER MOO GA TO i0 TO UAVIGdx1 FT UPLIFT NAILS RODE INTO TRUSS. ° , / II IQ - Q L5 IL - (133/160) 8 p RAFTERS/ ULT, o — TRUSS PLATES STUDS (133) (160) F F2 (133& c SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE—UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND 'm �� KEHL DESIGN ASSOCIATES LLC 1 PROPER INSTALLATION PROCEDURES % •% residential & commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 - DIMENSIONS FASTENERS A-LOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° o ARTJ"x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS �I o P0.Boz 1675 phone: (631)433-9084 MODEL GAAVG 2 CODE INTO Southold,New York 11971 E-Mail: ssbn654@optonline.net No. MAX. CLEAR ULT. LFTA LFTA REF. PLATES om° �• ° °° WIDTHSPAN I_ QTY DIA 1;" 2" 2�" 3" 3�" 1�" 2" 2>" 3" 34• ° ° EIGHT-' 8d NAILS C 1205 1400 5 44 85 INTO S P _ Kehl Design Associates,LLC o formerly D A K Associates,LLC , , LFTA 16 2,1" 17" 3383"16-10d — 4200 STUD 'OWNERSHIP & USE OF DOCUMENTS: 2 DOUG-FIR LARCH / S0. PINE oo MODEL L AVG tOd 10d x 1}" CODE o These drawings and specifications including the FASTENERS ALLOWABLE UPLIFT LOADS NO. ULT. REF. LFTA LSTA21 °° ideas, design and arrangements represented 1od 10d x 14" (133 / 160) (133) (160) °° therein, are the property of KEHL DESIGN ° ASSOCIATES, LLC. No part thereof shall be Simpson Strong—Tie MTS16, 16 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 ° °° HGA10 copied, disclosed to others or used in connection °° with any work or project other than for which 10. t1 �� they have been prepared without written consent. ART�"x12 0 MTS20 20 14-10d 14-10d x 1�° 3116 1000 840 1000 3, 41, 128 DETAIL K 0 V. LST20 20 12-10d 12-10d x 1 2383 775 720 720 3, 41 COUPLER NUT DETAIL "E" STU 8"— 11-25-19 DOUG—FIR—LARCH Equal number of °° �SIMPSON 03-05-23 SO. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF. Specified Halls In ° TAKE—UP WASHER 04-22-23 MODEL CONNEC- OF LOAD FLOOR ROOF (133/ 1-11 NO. TION (100) 1 (125) 160 each end Simpson Strong—Tie 05-17-23 G 515 645 670 CS16 ART5"x12 12-06-23 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOLDOWN ARTJ•'x12 MODEL STUD DEFLECTION DEFLECTION CODE AVG LENGTH OF BOLT 2•� AT HIGHEST REF. MACHINE AT HIGHEST NO. ANCHOR ULT. N VERTICAL WOOD MEMBER ALLOWABLE _ BASE BODY HBA SB W H B So CL BOLTS DESALLIGN ABLE o®o Ftec GA GA DIAS,e LOAD DESIGN QTY DIA 14" 2" 2�" 3" 31" 5}" LOAD WHEN RAISED OFF o ewe THEI AT 0 11^N � 12024 HD2A 16 12 4a" 2�" 2J" 8" 2�" �" 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 o J� MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS Board of Appeals AVG DF / SP CODE No. W L STUD PLATE ULT. (133)2 (160) REF. Zoning SP4 3 " 7}" -10d x 1}" 2917 735 885 7, 40, 127 m 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA L NAILS FLOOR (133) (160) REF. o0 t0o WORK NOTES: LSTA21 20 1 21 16-10d 905 1 1205 1 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE No. GA W L NAILS FLOOR t (133) (160) REF. Simpson Strong—Tie STU 8 — MSTA24 18 1 2� 18-10d 1025 1370 1640 7, 40, 90 SIMPSON �E OF E(7r MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE LUS46 L SPACING REF. H D ZA TAKE—UP WASHER e �• iA NO. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 00• 'SPS ��•� 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 1 1650 2 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS DN. DOUG FIR LARCH./SO. PINE ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION " _ NO. GA HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115) ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES W H B 9h tOd 16d ULT. (133)(160) tOd 16d tad 16d lod 16d REF. ALL LIABILITIES ON THE CONTRACTOR. DETAIL "F 2 LUS46 18 3a" 41" 2 4-16d 4-16d 6076 1140 1160 — 1000 1150 1250 7, 40, 127 DETAIL 111" CNW— oA 0. 0510 HUS210-2 14 3g 9 2 8-16d 8-16d 6076 1755 2105 — 1650 — 1900 2065 t, 36, 84, 122 COUPLER NUT OFESS10A, ART "x12 5„— DOUG-FIR LARCH SO. PINE ALLOWABLE LOADS STU 8 FASTENERS UPLIFT LATERAL CODE MODEL AVG (133/160) REF. ULT. TAKE—UP WASHER UPLIFT • N0. GA SIMPSON TO RAFTERS TO PLATES TO STUDS (133) (160) F FZ 160 HGAIOKT 14 4-SDSf"x14-SDSJ"x3'• 1523 435 435 1165 940 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 ---_. -- Delpartments, DEC, FEMA, etc. Verify all conditions, codes, and USE A MINIMUM OF requirements with such agencies prior to construction. TWO 8d NAILS THIS aNW SP 4 qg SIDE OF TRUSS. TOTAL FOUR ® /COUPLER NUT SP4 SE A MINIMUM OF !/ PROJECT: 8d dT0 NAILS TWO TWO 8d NAILS THIS M TS16 STU "- SIDE OF TRUSS. MTS16 SIMPSON LSTA21 SIMPSON ANCHOR BOLTS TOTAL FOUR /° m °°°° TAKE-UP WASHER HD2A Strong—Tie 8d NAILS INTO TRUSS, LSTA21 HUS 210-2 S1LVPER-;(, r""AF! 1r__3S,_5 Z:r;r A00% W"" ® FOU I EL 8 D F, AILS TO ° ° 1135 SILVERMERE ROAD PLATES o® 8d NAILS 8d NAILS ° GREENPORT, NY 11944 INTO INTO o DETAIL "A11 STUD Simpson Strong-Tie PLATES °mo 1Jli H7 EIGHT / 8d NAILS INTO m DETAIL 11D" DETAIL "G" DETAIL "J" BUILDING 33 STUD Simpson Strong-Tie Simpson H7 Sim Strop Tie LFTA p g DETAIL 1111 SCTM # 1000-47-02-15 LFTA ° ROD SYSTEM LFTA Ridge Strapping DRAWING TITLE: NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 ---- _ 0 UP EDALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHALT — 1.0 , ROOF — 1.0 ° ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS SIMPSON WINDLOAD 3„ THROUGH ROOF 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft, per vertical ft. ,st FLOOR II 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. CHARTS & CALCULATIONS ROOF 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. s 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / STRONG—TIE DETAILS 2" 3' EXISTING ROOF AREA = 1112 sq/ft AND LTP4 V = A x R x c PLUMBING RISER DIAGRAM EXISTING A = 1112 sq/ft GUEST BATHROOM LTP4 2KITCHEN 3 2•• 3 ' 2' R = 2" RAINFALL = .17 ft LTP4 DETAIL "C" ABOVE GRADE C = COEFF. = 1,0 NOTES: Ridge Stra in 1�t FLOOR 2.. C 1st FLOOR Simpson Strong—Tie pp g V = 1112 x 1 X .166667 = 185 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Floor-to-Floor Connections Detail 2 2 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 3,. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 3 185 / 42.25 VERTICAL FT. / FT = 4.4 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DE'T'AIL, "$" ' DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMM19ONS DUE TO UNKNOWN OR LTP4 c USE (2) 8DIA. POOL 5'-O DEEP = 5.O V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT TO SCDHS APPROVED FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong—Tie SEWER SYSTEM OR Floor—to—Floor Connections 185 / 68.4 VERTICAL FT, / FT = 2.7 V.F. SEAL: DATE: USE (1) 10' DIA. POOL 3'-0" DEEP = 3.0 V.F. DECEMBER,14 2021 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE PROJECT NO: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 1135-2022 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL FLOOR SL<r POOLS TO BE PLACED ON OPPOSITE SIDE OF DRAWN BY: NO SUBSTITUTIONS LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS HOUSE AND/OR LEADERS TO BE PIPED TO BDK PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS PLUMBING RISER SER D I A G RAM (NTS)) All framing hardware shown on these plans, CHECKED BY: unless otherwise indicated, is Simpson Strop TiOF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE POOLS (1/2 OF THE ROOF TO DRAIN TO EACH P Strong—Tie. TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC No substitutions are approved or authorized. AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SHEET NUMBER: Due to the relationships of framing hardware to SECTION. [ SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). the other components of the structure, any framing R301.1.1 ALTERNATE PROVISIONS RECE___I_�,i ED G2 hardware substitutions will render these plans AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE I__-_--- ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA null and void, and will result In the installer contractor LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH AN 2 6 2024 WHERE TRAFFIC IS TO BE PRESENT. assuming responsibility for the design and THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. performance of the entire system. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Southol Town IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DOB NUMBER: OF 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD Planning Board � HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) BE DIVERTED TO EACH POOL. 0x>xLDESIGN°ASSOCIATES, LIC /< _ 30'-1 A B 3' 24'-14" 3'-04„ KEHL DESIGN ASSOCIATES LLC 1 N r ' ' S'-6z" -111" 1^ 1 , residential & commercial design s consulting ' B g 5'-11g 5'-8g 5, -74„ PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PO.Boz 1675 phone: (631)433-9084 30'-1 A B Southold,New York 11971 E-Mail: ssbn654@optorline.net 1 1 ALL HEADERS ARE TO BE 102 1 2' 3' 24'—14 3 —04 (2)13/"X 74" LVL UNLESS Kehl Design Associates,LLC o formerly D A K Associates,LLC OTHERWISE NOTED OWNERSHIP & USE of DOCUMENTS: NOTE: PROVIDE FIRE BREAKS C1 45R P6045 C1 45L C1 45R P4045 C1 45L These drawings and specifications including the ideas, design and arrangements represented A$ PER 22"x 48 69j"x 48" 22"x 48' 22"x 48" 45i"x 48" 22"x 48" Casement Casement Casement Casement Casement Casement therein, are the property of KEHL DESIGN _ — — — — — — — — — — — — — — — — — — THE 2020 M Picture SM SM Picture sM ASSOCIATES, LLC. No part thereof shall be — — — — — — — — — — — R RESIDENTIAL CODE OF 41„ copied, disclosed to others or used in connection _ _ _ — - - - - - - - - - - - - - - — I NEW YORK STATE with any work or project other than for which I `�a F 'T � x E 23'-441" x E they have been prepared without written consent. � U I I I I �, REV. r%>ia 4„ 4,. I o r7ia x :ia v r%�a 11-25-19 O o x p0 ora o x E.� O of v Existing 2" PC. Slab Existing 2" PC. Slab I I l", •- o a Cl 4" 8„ o I nLr)U a 03-05-23 I I ( ,m M«p 04-22-23 I I I 3" of o 4) � of 05-17-23 I I I I xv xE U a 12-06-23 - - - � L - - - - -- - - - - - - - - - - - - - - - L — — �� I � I �00 - - -- - - - - — — — — — —_ - - - - - - — — — — - - - - -- - - , E3 �, ° ---1 )ate GUEST Metro Metro I `off,= 3'-3' o I _ 1Ve Rack Rack I w °co I SERVICES , L3'-04" ReCF'' 1 ---T N � _I �12024 (— HVAC UNIT Metra AND HOTWATER HEATER Rack Existing 4" PC. slob I I o 'ate ApPeaiis 6' Ceiling Height I x= g0ard OA N 2' I Existing 4" PC. Slab Existing 4" PC. Slab Ceilings To be Finished in She track i I N �a :a N o Zortn9 f l I co I WINE I 0 1 I� N STORAGE I o I Metro I Rack I N ��v NI ° I 7"t 1> _ 11 1 ," tE I I "' I WORK NOTES: Crag„ 5,_g8„ 5'-g8 5 -98„ -9$ 5'-9„ 8„ k° t 29'-42 o o I I E ; rn c ora Existing Metro ° I I ° v _ Existing 0 3Y" Steel 3Yz' Stel Rack Existing Existing I 3 c 000,x J Column 3 Z' Steel m 3 Steel v 3 o N `� 2' Column r—2' I 2' � I (`-2 olumn —'f Column I —1 — — — — — — — — — ` Existing ° _ Existing _ _ _ _ _ (32x8 Girder (3)2x8 Girder Existing Existing ° = C N ° Existin i a ick r — �— — N To Remain m 3 2x8 Girde �—o- S3 2x8 Girders —Q _ _2x8 Gi der f j Oj p0 I I Oj Metro N io MetI T Remain N To Remain o N To Remain I I I c0 N I Rack — RaJ E L_ — a L_ N )o Existing, I II — � � Existing Existing WisperKool N 2'-0"x2'-0x1'-0" M tro 2'-0"x2'-0"x1'-0" 0"x2'-0"xl'-0" Self-Contained Concrete Footing Concrete Footing W Cellar Cooling I I \ / I R ck Concrete Footing g x Metro 2'-10" 1 1 1'-4" Unit Rack i I O 4„ 8„ I 1„ nia \/ I IC5 1 J.MA N o o I Ia 4� `° //\\ II 9�� Existing 4" PC. SlabI o co N N Existing 4" PC. Slab Existing 4" PC. Slab I I 2 -843�'- O t{ 0 I LIQUOR WINE 4„ 8„ 2068 Z �--* STORAGE STORAGE �� o „ o N o No Mktro I (o 42 Vra M " STNG� k E I �psI oo 11 -1 2 1 10'-1021BATH r- I Metro _ Metro Metro I I N L_ — — _tet Metro Metro — — — Rack Rack Rack) —6" Ra- - - - - ftk- - - - - - - - - - - - - - - - I 3068 I01 Acceptance of these drawings does not authorize the right to — — — — _ — — — — — _ — — _ I 2646 ?� W2032 2646 build without the authorization of local governing agencies, such �nsulated Door °� 31"x un D31 BL ung as Suffolk County Dept, of Health Services, Town Building Concrete I I I DBL Hung DBL Hung PDepartments, DEC, FEMA, etc. Verify all conditions, codes, and Padr of i i i I of A B' requirements with such agencies prior to construction. _ _ _ _ _ _ _ — _ 102 101 PROJECT: I L- - - - - - - - - - - - - - - - - - - - - - -J '� " �4 SILVEF 102 101 9 ' 5g 11 -04 -6g 4 1 �vrsw 30 -12 , 2 2' 30 -12" RECEIVED" 1135 SILVERI'VIERE ROAD JAN 2 6 2024 GREENPORT, NY 11944 EXISTING FOUNDATION PLAN UNIT 33 EXISTING FLOOR PLAN UNIT 33 out-ol own BUILDING 33 Planning Board SCTM # 1000-47-02-15 SCALE: 1/4" = V-0" 834.75 SUT. SCALE: 1/4"= V-0" 834.75 SQ11. 0 WALL TO REMAIN DRAWING TITLE: WALL TO BE FILLED—IN 0 WALL TO REMAIN EXISTING WALL TO BE REMOVE WALL TO BE FILLED—IN FIRST FLOOR PLANS AS NOTED WALL TO BE ADDED WALL TO BE REMOVE NOTES: WALL TO BE ADDED 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 PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DA1 E: DECEMBER,14 2021 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE PROJECT NO: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL THE 2020 RESIDENTIAL CODE Of NEW YORK STATE 1 135-2022 DRAWN BY: LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS BDK PRESCRIBED BY THIS CODE. THE CONSTRUCTION CF 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 ALL HEADERS ARE TO BE CHECKED BY: TRANSFER OF LOADS FROM THE-IR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS (2)13/"X 74' LVL UNLESS AND STRUCTURES CONSTRUCTED AS PRESCRIBED 3Y THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS OTHERWISE NOTED SECTION. 5HE[=1 NUMBER: R301.1,1 ALTERNATE PROVISIONS NOTE: PROVIDE FIRE BREAKSAl AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE AS PER !!! LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THE 2020 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. RESIDENTIAL CODE OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (1A'FCM) NEW YORK STATE DOB NUMLiLk: OF 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S23C) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) © KEHL-DESIGN-ASSOCIATES, LLC /VA; s..; t'a �yl 30'—1 EXISTING EXTERIOR CONSTRUCTION TO REMAIN _ 3' 2 4'—1 404' KEHL DESIGN ASSOCIATES LLC 5'-62„ —111>, 5 -111„ 5'-81„ —5,. —71,. residential & commercial design o consulting 8 8 8 8 4 Ridge vent 2x8 Ridge 2x6 Rafters - 16"oc. P0.Boz 1675 phone: (631 433-9084 B ;" CDX Roof Sheathing ; Southold,New York 11971 E-Mail: ssbn654@optonline.net 1 A �3,—g2„� 10 GAF Architectural Roof Shingles 2x4 Ridge STEP Post 32 oc. Kehl Design Associates,LLC o formerly D A K Associates,LLC 2x4 Roof Bracing 32"oc. PLATFORM LEVEL � OWNERSHIP & USE OF DOCUMENTS: o WITH INTERIOR w 12 N FLOOR N 3068 C° 7� , These drowings and specifications including the C145R P6045 C1 5L C1 5R I P4045 C145L 2x6 2x4 Strongbock ideas, design and arrangements represented 22"x 48" gg�'"x 48" 22" 48” OUTSWING 22" 48" � 451"x 48" 22"x 48" 9 9 P Casement Casement Cas men SOUTHERN DOOR Cas ent Casement Casement nsulation Baffles a) therein, are the property of KEHL DESIGN IN SM Picture SM M Picture SM 2x4 Hanger 32"o . 2x4 Hanger 32"ac, ASSOCIATES, LLC. No part thereof shall be 41" 2x6 / 2x4 Strongb 2x6 / 2x4 Strongbock copied, disclosed to others or used in connection d a a Existing 2x6 Ceiling Joists 16 oc. Existing 2x6 Ceiling Joists 16 oc. F 'Twith any work or project other than for which 1" a E the have been prepared without written consent. x 23'-44 x R-49 Insulation C) Y P P r�icv r%�ro � REF �;,d N O m R-49 Insulation 0 0 �N N o a v ce and Wafer Shield O Vented Soffit Provide Simpson Hurricane Tydown Recessed (2)2x4 Top Plate REV. q � Charcoal -a � Mie 3„ 1x6 Azek fascia m 0 o x E r REF Boxes oa x E O a Exterior Sheathing 11-25-19 Blue Skin House Wrap or Equal ' I o 0 Li o f 1 03-05-23 I a R-15 Insulation m R R n� Cedar Siding® 04-22-23 ,0 0 o'co m 3" (n cc c 0 2x4 Stud's 16"oc. Lin 05-17-23 I 4 x ^ FREZ Q O a x 1 Type "X" Fire-rated Sheetrock d v a,P"v a_ R �A<N UY ° U ° 12-06-23 -IN O " Existing Insulation O 2x4 Sill o N O E ; R 3 1„ 4" Subfloor Sheathing 4" Subfloor Sheathing �\ 0 0 3,_3„ wed _ < R d asa Existing 2X8 16"oc. Floor Joists to RemainfflM — "a °0D•" ' Q 2x8 Box Beam e o 03 ��mo 1 N 10- O R a I R-30 Insulation R-30 Insulation �� I Spray Foam Box Beam Existing Pasta' R (3)2x8 Girder O o To Remainuo NAV O M c p A peals Ncx-j Existing R BOarCI Ofi N = "�0 3Y2" Steel Zoning 8" CMU. Foundation Column 00 To Remain CnL —u JCN w. I Combo 2 Existing 4" PC. Slob a29'—4 >' Ref Freezer I WORK NOJ ES: ro �} Ex. 16"x8" Conc. Ftg. r� o o nN j Min. 3'-0" Below GARMO Final Grade. cox U 3 ^�-co Existing RECEIVED BEVERAGES REF REF 2'-O"x2'-0"x1'-O" - - Concrete Footing JAN 2 202� r c WINE WINE F71 ^�J ^� To Remain p O I 00 I -1 Southold Town N n CO Planning Board FMOPR � �,N CROSS SECTION A 1 SCALE: 1/4" = V-0" �02 OF IV V YO 4z„ io U y� DO (-3'—6" N a- :" STEP to oc) Ln STEP — ---- M wo W J "���«vAgN2'_6" o o .w 0 w 0) EXISTING EXTERIOR CONSTRUCTION TO REMAIN r' c, cr 1 o 0? un 1 (�` No 095 �0 �S iBATII 2 "'=oQ o 0 57 J of o z a ELECTRIC RANG o m <~ M '� F w it z o 0 3 z 1., 4 „ 3 3 ROFFSSlow", I a 0- (o o �,w a Ride vent— r c o< ® ® ® PIZZA MASTER STEP g N of 3 w 2x8 Ridge STEP 6" E-1 6® ® ® ® Acceptance of these drawings does not authorize the right to 9 9 2646 2032 2646 12 build without the authorization of local governing agencies, such IN 31"x 53" =KN 31"x 531" 7 — 2x4 Ridge as Suffolk County Dept. of Health Services, Town Building DBL Hung DBL Hung Post 32"oc. Departments, DEC, FEMA, etc. Verify all conditions, codes, and 2x6 Rafters - 16"oc. 12 2x4 Roof Bracing 32"oc, requirements with such agencies prior to construction. A B a CDX Roof Sheathing 1 3 F- 101 >�' GAF Architectural Roof Shingles 2x6 / 20 Strongbock PROJECT: 2x4 Hanger 32"oc, 2x4 Hanger 32"oc. 'ron Insulation Baffles m 2x6 /2x4 Strongb 2x6 2x4 Stback � 9 S I f E F, Rte, �� Existing 2x6 Ceiling Joists 16 oc. Existing 2x6 Ceiling Joists 167c U. *S I —24 5 -94 —5g 1 1'-04 4'-6$ R-49 Insulation® R-49 Insulation® ® R-49 Insulation 30'-1 Vented Soffit Ice and Water Shield m I (2)1;"x18" LVL Flush Beam (2)2x4 Top Plate Provide Simpson Hurricane Tydown® I Fir, ISW 4" Exterior Sheathing 1x6 Azek Fascia(D Blue Skin House Wrap or Equal G ROAD A h FINAL FLOOR P UNIT 33 2x4 Stud's 16"aa. wc R-15 Insulation m 0 1135 S 1!LVE R�;E R i�`�(1/"e Li I I GREENPURl', fir!"' 11944 SCALE: 1/4"= V-0" Cedar Siding® 8" Type "X" Fire-rated Sheetrock 0 I BUILDING 33 2x4 Sill I I Blackin g g SCTM # 1000-47-02-15 0 WALL TO REMAIN 4" Subfloor Sheathing g " Subfloor Sheathin 4Subfloor Sheathln Ex. 2x8 Floor Joists 16"oc. Ex. 2x8 Floor Joists 16"oc. WALL TO BE FILLED-IN R-30 Insulation DRAWING TITLE: 2x8 Box Beam R-30 Insulation R-30 Insulation WALL TO BE REMOVE Existing 2 PC. Slob Spray Foam Box Beam Existing (3)2x8 Girder EXISTINGTo Remain WALL TO BE ADDED 8" CMU. Foundation Existing FIRST FLOOR PLANS 3Steel Column AS NOTED Column Ex. 16"x8" Conc. Ftg. To Remain Min. 3'-0" Below Final Grade. NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Existing 4" PC. Slab 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 PROFESSIONAL ASSUMES NO LIABILITY FOR OMHISIONS DUE TO UNKNOWN OR Existing UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2'-0"x2'-0"xl'-0° FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Concrete Footing To Remain SEAL: DATE: R DECEMBER,14 2021 R301 DESIGN CRITERIA AS PER THE B 2020 RESIDENTIAL CODES OF NEW YORK STATE CROSS SECTION PROJECT N PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 1135-2022 R301.1 APPLICATION BUILDINGS AND STRUCTURES AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL THE 2020 RESIDENTIAL CODE OF NEW YORK STATE DRAWN BY: LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS SCALE: 1/4"= 1'-0" O� BDK PRESCRIBED BY THIS CODE. THE_ CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE ALL HEADERS ARE TO BE CHECKED BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS (2)13/"X 74' LVL UNLESS 5H (`DUMBER: SECTION. OTHERWISE NOTED R301.1,1 ALTERNATE PROVISIONS NOTE: PROVIDE FIRE BREAKS AS AN ALTERNATIVE TO THE REQUIREMENTS IN =TION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE AS PER A103 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THE 2020 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. RESIDENTIAL CODE OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) NEW YORK STATE DOB NUMBER: OF 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD i FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) © REHL•DES[GN•ASSOCIATES, uc /iii- XI�'�I - .--. KEHL DESIGN ASSOCIATE LLc resid,�ntial & commercialdwic,n n consulting 12 12 7 F 7 P0.Boz 1615 phone: (631(433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net I Kehl Design Associates,LLC o formerly D A K Associ its s,LLC 12 12 �- 3F � -13 OWNERSHIP & USE OF DOCUMIFNIIS: L IL 11L1Lll1 ll These drawings and specifications including the ideas, design and arrangements represented therein, are the�l ASSOCIATES property LLC. No part thereof hall KEHL b JI LE copied, disclosed to others or used in connection � I �1� ! with any wort: or project other than for which - i LL1) they have been prepared without written consent. L��11_1 I� I II l H I� REV. L1� Lt Ll 1. 1 1 —25-19 � I 03-05-23 11If Il IlJW.111111 Llllll 1111 04-22-23 _1111 �� I III LLLli�LLULAiLh - 05-17-23 I L1J '� Li ILL ISL 12-06-23 J11LI - l l_ Jll11 1 11 LLJ11L111J L 1111 1L1114L 1J1 I 1L111 _ 111W Il__I1Wll1J L 1J �i r �jV I I I I I I l II ,,AN 11.24Z� EAST ELEVATION- WEST ELEVATION 7.0nin9 Board 01 Appeake SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" WORK NOTES: RECEIVED [JAN2 6 2024 Southold _rowv Planning Board 0F NE Y Fo ' ;;Z LU 4,0 051096 �a A���'ESSIONP\'� 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 JH requirements with such agencies prior to construction. I 1 L1U 1Ll�Ir__TT I I l � ll_lPROJECT: t I 1i I . Jli LI S- LVE t -� I I I Il ' l► " � s; � � F II I I I II. 1 II 11 NO 1135 S[LVERMER.E ROAD i GREE�lPORT, N , BUILDING 33 LL l I ! SCTM # 1000-47-02-15 u DRAWING TITLE: � 1 I 1 EXISTING 1 I I-I> -I� Il 11_ FIRST FLOOR PLANS AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED IiERE10. INFRINGEMENTS WILL BE SOUTH ELEVATION PROSECUTED TO THE FULLEST EXTENT OF THE LAW COCTRASHALL VERIFY ALL NORTH ELEVATION FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIPLE IDLE F FOR FIELD FIT THE DESIGN PROFFESSIOPJAL ASSUMES NO LIABILITY FOR CM,t11SI0NS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SEAL: D,41 E: DECEMBER,14 2021 PROJEC-i NO: R301 DESIGN CRITERIA AS PER THE 2020 RESICENTIAL CODES OF NEW YORK STATE PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1135-2022 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL DRAWN BY: LOADS, INCLUDING DEAD LOADS, LIVE LOADS,RODF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS BDK PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS ALL HEADERS ARE TO BE CHECKED BY: 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 (2)13/"X 74" LVL UNLESS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS OTHERWISE NOTED SHEET NUMBER: SECTION. 04 R301.1.1 ALTERNATE PROVISIONS NOTE: PROVIDE FIRE BREAKS r"� {� AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE AS PER �'/.., (lJ� I LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THE 2020 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. RESIDENTIAL CODE OF NEW YORK STATE )Ub•�NUIJHER: OF 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) (DKEHL•DESIGN-ASSOCfATES, 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Lu i I GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION . � Genera! Notes: ",,.,`� �"M :.�:1�..�.�.....r ,w��:..�:.-......_.._:,•..,w.. R A C T 0 R N 0 T E S ,f 1 . EN ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD NEW YORK 2020 BUILDING CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. UAL FIRE SAFETY: ._,: 2. � 2. All structurel wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES, I.LC 1 • AL.L. WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA �. 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. resirrenfio! & comrnercinidesign e cnnsnting 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. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN n BUILDINGS, OF,TAIN 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. E LED THEIR RESPECTIVE MANUFACTURERS CONTAINERS. SUCH PO.Boz 1b75 phone: (6311433 90S4 AND PAY ALI_ F-ES REQUIRED BY THE GOVERN;NG !BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,NewYal11911 Entail: ssbn654 opfcnfne.net 3' r, R rF n, 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. j "�1iNOR DE-;A"u ' d,.,1 USUt LAY S� O'r'1N OR S. ECIFIED, BUT REQUIRED FOR PRO. ER CONSTRUCITON OF ANY PART OF THE WORK ! SHALL BF, INCLUDED AS IF" THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheothir g. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kehl DesignAssnrroles.UCQformerly 1)AKAssr,c-Intos•tl,C 4• a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE. OF DOCUMENIS: TAE t.'ONTEYA;;TOP SHALL Citi RD, NATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with Crain of face plys across supports 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 ' CTHi C t:'P1iF AC;IC H ;"A;_L BE RE'SPCNSIBLC FOR THE PROTECTION OF ALL CONDITIONS AND MATER'ALS WITHIN THE PROPOSED ideas, design and arrangements represented A~t'FA. THE CONTRACTOR SHALT_ DESIGN AND INSTALL_ ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. 7• All sills shall er. therein, are the property of KEHL DESIGN RF;MCVAL TAS/S. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, I-LC. No part thereof shall be OR DURING THF EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection G a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which THE CONTRACTOR SCALL LAY OUT H'S OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• Fb 825 PSI- • PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. + THEDE.PARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQU'RED SIGN OFFS. ± 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY 70 AVOID EXCESSIVE a. Laminated Veneer Lumber (LVL): ACCUMULATION. ELECTRICAi_ WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN E = 1,900,000 PSI THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 285 PSI t 9' Fb = 2600 PSI 4. NOISE AFTER HOURS:CONTRACTOR SHALL DO ALL CUTTING, PATCHING, RE PARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAT;%"NGS, AND ALL OTHER WORK THAT MAY BE RFOUIRED TO COMPLETL THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: BAM TO 6PM, MONDAY TO FRIDAY, SE F NEyy KEHL DESIGN ASSOCIATES LLC. NOTE �A 1�' AND a t n -- --_ r B. EXCEPT LEGAL HOLIDAYS. `' .MA Mfr ALL r :PIN D WIRING SHALL E 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. <" AEI. DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF T:~FE FIRS' FL.00R 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 ALLOWL_D 0 CO„IMENCE UN•;_ 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 , F r � A r '' T ^ z^ 12. t r CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. 2� 57096 ac3` THE CONTRACTOR IN COORDINA7N13 THE WORK WILL REPORT ANY DISCREPANCr-E_S TO THE ENGINEERS ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARM-ESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN, THE USE OF THESE DRAWINGS RpFESSION��" 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY C'.IT 6 SPECIAL SAFETY NOTES 1 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 PL RESPONSIBLE FOR AI_L DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROADED 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 70 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 RESOI-:lTiON. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE, IF UNSATISFIED, THE WORK (NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS, NOT FOR GROUND- WIND SEISMIC _ SUBJECT TO DAMAGE FROM W'ENTER 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 1�9 I- V SNOW DESI;;N ! FROST LINE ' DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION 8301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHASTE SECTION 8314 OF TH LCAD SPEED m,h� CATEGORY WEATHER'rIC j DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY I - --- R 3, SE E 2020 BUILDING CODE OF NEW YORK STATE. _ ( ...._...........__.__...... _ .....r.._ _ ___ ____._-__ IN TRUCTI 25 Ibs j sgft 130 (rnoh; .� SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C ! R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND...BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS, GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2020 U S E UNLESS OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND BUILD NG CODE OF NEW YORK STATE CERTIFIED BY ATABLE R301.5 - MINIMUM UNIFOR"LY DISTRIBUTED LIVE LOADS, ASTMS E1886 AS MODIFIED IN SECTION 301.2.1.2.1• GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED THE 2020 BUILDING CODE OF NEW YORK STATE PROFESSIONAL DESIGN CRITERIA _ - EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OCCUPANCY OR USE LIVE p.���""►► A� PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 346 INCH (11mrn) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) ENGINEER I _ �_.. _.__ ___. SHALL BE PERMITTED FOR OPENING PROTECTION, PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED THE 2020 BUILDING CODE OF NEW YORK STATE UNINHABITABLE ATTICS WITHIOLIT STORAGE ' 10 OPENING CONTAINING THE PRODUCT WITH THE: GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE •.!SES(s) AND OCCUPANCY CI..ASSIFICATION(s) FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. __..__..._......__.___.....___ _-__...._.-._ __ METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE (� UNINHABITABLE ATTICS WITH STORAGE b'9 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, NTH THE PERMANENT I - USF OCCUPANCY LIMITED 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEERTOHAVE A CAPACITY - }- - - --- - - - - '-`"-'- IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD R,)OF OFIGHT OF 45 rEET (13,728mm) OR LESS i r2E"STURANT & f3Ar<'' A._ HABITABLE ATTICS AND ATTICS SERVED %�,TH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DGSEGN W!ND SPEED Vurt IS 180 MPH (290kps) OR LESS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 2�' ' TYPE OF CONSTRUCTION (r;HAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WEND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES. STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED 1N ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE, ' TYPE: GE%C?. FIRE ESCAPES 1 I 40 FASTENER SPACING (INCHES) DESIGN CRITERIA I V E? I GUARDS AND HANDRAILSd 200h FAST(NER TYPE - _ PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL 5 4 FEET SPANS 6 FEET SPAN < 8 FEET APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT At L LOADS, H_I IIT AND FIRE AREA GUARD IN-FILL COMPONENTSf - 50h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEIStti11C LOADS AS PRESCRIBED .....__..._...-.......__.....__._...._..__.__..__.. ._....._______ �__. _.. ___._ _. _ __-�.-.._.- _ ._. ___.__ _. NO. 8 WOOD SCREW-- BY THE 2020 BUILDING CODE OF NEW YORK. THE CONSTRUCTION OF THE BUILDi�!GS AND STRUCTURES IN ACCORDANCE WITH THE �"`' PASSFNGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 8 PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THI- R"QUIREMENTS HEI(-PT FiRF AREA 50 INCH EMBEDMENT LENGTH _ _.._..........__..........._.____ _ _ __.__ __....__-..._.__•_.....__......_,__.__._.__.__. FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. ROOMS OTHER THAN SLEEPING E�ooM5 40 NO. 10 WOOD SCREW- BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THE 2020 BUILDING CODE OF NEW YORK ARE DEEMED TO COMPLY PROJECT:BASED ANCHOR WITH 2 16 12 9 WITH THE REQUIREMENTS OF THIS SECTION. 'HF vE fzT;CA� :.�I�,TAr;CF 1713011,1 ;RADE , _-. INCH EMBEDMENT LENGTH FLANF 'r THF A i Rr C t. !1EII H T OF S A THF E±'GH '>� k;):;r c'.!RF�,CF. UNt_IMITED AREA SLEEPING ROOMS 30 7000 SF. Ya INCH DIAMETER LAGS ALTERNATE PROVISIONS: IS I LV E f1k N D%030 ;9'_Fz" x ; F'Eu CH.� TE.R u r?� TEiF- AS PER TARt_E 506.2 BASED ANCHOR WITH T 16 16 16 AS AN ALTERNATIVE TO THE REQUIREMENTS IN THE 202.0 BUILDING CODE" OF NEW YORK, THE FOLLOWING-1 STANDARDS ARE 1r I - 2020 BIJILDIti CODE OF NEW YORK STAIRS 40c INCH EMEi"r-::')I4FNT LENt;Tt# rTATF.. PERMITTED SUL3JECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE E:NGINCE=(�ED D[SIGI,•1 IS [Y-'ED IN 2a C' CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 BUILDING CODE OF NEW YORK STATE. H 0 L D% I N " 1 L FOR SI: 1 inch •- 2E,.4 mrn, ; FOOT : 304,8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 mis FOR St 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM j - a. This table is based on 180 mph ultimate design wind speeds VUit and a 45-foot mean roof height. \ ) OTA' ��F'Ci"'7 F'<.;t� RIDGE TO ? RADE. Max 22'-11" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH - 645 mm, 1 POUND - 4.45 N, a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel, 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 1135 SILVERMERE ROAD APPI.IFD OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the pcnel. c. Anchors shall penetrate through the exterior wo:l covering with on embedment length of 2 inches minimum into 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) GREENPORT, NY 11944 _4!M,RFR !.?F.CIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT the building frame. Fasteners shall be located a minimum of 2 g BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE 9 yZ inches from the edge of concrete block or concrete. - ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE: ALL CONSTRUCTION TO CONFORM WITH THE STANDARDS AS SET FORTH IN ALL t41113E F RAVINE-, !.Ir,TERIAL 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, W;THIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED THE 2020 BUILDING CODE OF NEW YORK STATE SCTM # 1000-47-02-15 TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ;,L'_ EXT. DE" Er FR.ti P�".�v;"", p.1ATER:AL�A NO PINE #2 AND BETTER ......_ c. 1NRDI�D aof-STAIR TREADS EADS SHALL BEOADSACTID FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECT TO COMPLY WITH CHAPTER 5 OF THE REQUIREMENTS OF THE DRAWING 1 1FLE: 3 NG OVER AN AREA OF 4 SQUARE INCHES, 2020 ENERGY CONSERVATION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 BUILDING CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. GENERAL NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. I AREA-,.; Oc. STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL NEW FINISHED BASEMENT NA FILLERS SHALL A DESIGNED A WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF COMMERCIAL CONSTRUCTION DETAILS I---- 50 POUNDS ON AN AREA EQUAL TO f SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED NOTES: Ex BASEMENT NA THESE PLANS ARE AN INSTRUMENT 0. TNF SERV 4kr, ARE THE PROPERT, i_ •._• ., TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. _-. r � m � v ,x FtR T FLOOR 508 SF I r DESIGN PROFESSIONAL VVIOSE SEAL IS AFFIXED HERETO, PTiNGEMG NEW FIRST FLOOR NA + g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN ALL C 0 N STR U CT 0 N TO CONFORM TO ASCE STANDARD PROSECUTED TO T}E FULLEST EXTENT of THE LAW. CONTRACTORS SuA i�v RFY ALL i-----r --- ------ -----•--�� THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR FIELD CONDITIONS AND DIMENSIONS AND AE SOLEY RESPONS'PLE IF, FIELD FIT. TEE EX. 'SECOND FLOOR _ 436 SF _ MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN (SEI/ASCE 7-22) NEW' �r..COND FLOOK ! 90.5 SOFT _ ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 2..4 INCHES IN WIDTH, OR GREATER, WITHIN DESIGN PROFFESS':ONAL ASSUMES NC l!A(3'LITY FCR OMMISIGNS OUF TC UNKNOWN'c'?, r^ THE ?LANE OF THE TRUSS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS B.ASF:1 u�ON COMM"d'S h0T _ FORMALLY ACKNCIV1 EC�ED AS REVISION TO ill'SE PLANS. }Nr w BALCONY i NA ILOr' �NA THE LIVE LOAD NEED ONLY BE: APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: SEAL: DATE: AT*!! I ACCESSIBILITY CONSTRUCTION DETAILS l{,il:•L1{b)_.. .__ .. NADECEMB 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPEN'NG NOT LESS THAN 20 INCHES IN WIDTH E F�,14 1021 Nr.W GA+.A•;e AJDITrty r,n BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN TETE ATTIC IS PROJECT NO: ;ATTIC rGAR;GE`s h'A _ NOT LESS THAN 30 INCHES AL.L SPACES AREAS DETAILS DIMENSIONS AND CONSTRUCTION a COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ._.-•--___--- 1135--2022_ 'EX. UTILITY ROOM ! NA 2.THE SLOPES OF THE JO'STS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN � � r L(JAN .� ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 'EEX SCRFENF:D-PORCHFS NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. TO CONFORM TO 2009 Al 17. 1 UNDER FEDERAL COPYRIGHT LAW. 1jeceiv o DRAWN BY: !EX. OUTDOOR SH01°E:R NA IVE PLANS MAY NOT BE REPRODUCED WITHOUT BDK 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD CHECKED BY: EXISTING DECKNA MEMBER DEPTH. WRITTEN AUTHORIZATION. ijo �(NEWDE.'CK NA 2i72ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EX. COVERED OFCK NA THE REMAINING PORTIONS 0� THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE Nate. f A eal` -SHEE_I NUN18ER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS q tTown KEHL DESIGN ASSOCIATES, LLC. ning Boardo ppEX. COV RED FRONT PORCH NA THAN 10 POUNDS PER SQUARE FOOT. 13 Flre Sprinkler SyStei� IS tO be (r�Stalle� throLlghOUt the entire �EIII�Ing In ACCOr�anCe Wlth the Boarf; THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED ENTRANCE NA �`--• PLANS IS LICENSED EXCLUS'VF.LY TO THE BUYER, WITH WRITTEN P001_ NOUS: h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A 2020 Fire Code of New York. Engineered Plans of the S Stem ore to be Submitted to the Town - LCABAraA `? G 1 SAFETY FACTOR OF 4• THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE g Y PROOF Or PURCHASE. ACCESSORY STRUCTUR( NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE IN-FILL- COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE of Southold Building Department and The Town of Southold Fire Marshal Prior to Installation. Acceptance of these drawings does not outhorite the right to build without ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. DOB NJMF3EK: OF (a) �.'-�y�"- sToh:>^�GE the authorization of local governing agencies, such as Suffolk County Dept. (b) :A -�+ ,-oE<AGE of Health Services, Town Building Depurtme:=ts, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to e construct`.on. O KF,HI<DFSIGN-ASS00ATES. u.r SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTIONUSE A TWO 8duNWLS THIS MTS20 LTS20 wU - I. LA.<t:h IN Ur Ll 510E OF TRUSS. PROVIDE (1) HGAIOKT ON ALLOWABLE LOADS r't LOAD ° SIDE OF CEILING JOIST i FASTENERS O AND ON SIDE OF RAFTER MODEL GA , UPLIFT UPLIFT CODE 8d NAILS LATERAL WITH TOTAL FOUR e • o N0. To = 10 TO AVG NAILS» REF. INTO TRUSS. - (133/160) 8dx14 RA. _RS/ 1 : FT. PLATES STUDS U`T' (i 33) (160) F F 733& STU' TRUSS ' ( sS:- Sim $'- - S,MPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCT;ON TAKE-UP WASHER KEHL DESIGN ASSOCIATES LLC H'• 4.-8d 2-8d 8_8d j 2891 gin 985 ' 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND T Z PROPER INSTALLATION PROCEDURES t6 residential & commrrcialdesi<1n o consultingR. H6 _ 16 I —- 8-8d 8--8d 3983 i 9115 950 { 650 - 5. 44 I� D,t'ENSI^iN,y FASrNFR ALLOW'ABLF: UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ° ARTj"x12 .• -�- ° PO,8o%1675 phone: (631)433-9(84 I ('OTAL} _ENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER MODEL I GA - AVG 2 _.. CODE IN AILS ° •• ; ° Southold,NewYork 11971 8-Mail: ssbn650optonline.net N0. I MAx, LEAs. _._. , ULT. I ;MAY. aPAN I L t}TY DIA i4"_.._ 2" l 2j" 3" 3a" LFTA •J" 2,. 21" 3» 31» LFTA REF. PLATES °po °• EIGH? 0 _ ILS Kehl D Associates LLC form A K Assorin s II I A 4. I LFTA 16 I ?7" 1 ,6-,Od a2oo 12cs --. 1400 5, 44, as INTO • I e Design o orty q ?e. C ? 2}" 8 $ns0 I! OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE ° FASTLNERS2 ALLOWABLE UPLIrT LOADS ' e° I These drawings and Specifications Including the MODEL ( L _ AVG lod 10d x i CODE NO. (I I t01 tOd x 11" I (133 / 164) (133} (160) ° ideas, design and arrangements represented ULT. REF. LFTA L S T A 21 therein, are the property of KEHL DESIGN i ASSOCIATES, LLC. No part thereof shot' be Simpson Strong-Tie copied, disclosed to others or used in connection ___ __ __ _ _ _ _ VTS16 16 514-10d 14--10d x 14" 31i6 1000 I 8A- 1000 HGA10 3, 41, 128 o° o with any work or project other than for which MTS20 Y0 114-10d 14-100 x 14" 3116 1000 I 840 1000 f 3, 41, 128 0° ° DETAIL "K" they have been prepared without written consent. ° ARTJ'x12 e i _ L.ST70 1 ? I e 20 2-1od 12-tOd x 14" 2383 75 720 720 i 3, 41 CNW- ° "Ell 0° STU �'•— I COUPLER NUT DETAIL E GC UG-FIk-LARCH - Equal number of °° SIMPSON TYPE OF DIRECTION S0. PINE CODE specified nails in L TAKE—UP WASHER MODELCC'INFC. fjr LOAD ALLOWABLE LC1A .>„W _ REF. FLOOR ROOF (133/ each end No. T1nN - ^ , Simpson Strong—Tie , —�--(1on)...__... ._('.�ws 160 i CS16 ART x12 I -<-iF Ba` 670 i LTP4 5 J 1,5 FaF 6�0 6, 39, 97 i DETAIL "Ell H I 515 645 670 I wiA'ER'AL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS?” OF SP' 133 HOLDOWN •MA>� ( / 1 ( _) HOEDOWN DEFLECTION ART 'x12 DEFLECTION r f.S) �O 1 STI;D LENGTH OF BOLT 2,3 AT HIGHEST CODE °oo niODC AVG AT HIGHEST REF. ° ACHINE i IN VERTICAL WOOD MEMBER ALLOWABLE 73 N0. BODY e P.NCHOR BOLTS U T' ALLOWABLE o BASF: HO SB W H B SO CL I s s __ LOAD DESIGN GA GA 7'A DESIGN QTY DIA 1I" 2" 2i" 3" 3T 56" LOAD WHEN RAISED OFF ° o N I T V '' ._.._._.. o it HD2A 16 12 4{`�" 2+ 2 8" 2{" �" 1 ?. 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43,�82 °o O AROP'ES SIdN�y MODEL DiMENC!ONS FASTENERS t ALLOWABLE UP�IFT_LOADS_-1 ' N O. __;AVG CODE W L STUD �PLATEIULT. (1—i-r- / SP (160) s REF, i SP4 it' ;%" V= 10d x 1 ,-- 19'7 735 885 0 "' I 7, 40, 127 I I MODEL iYP,+ENSIOt+S I FA.riTF:NEF2S (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA I __ F'LO+�R (133) (160) REF. °o. W(Jilk. NU i ES: w NABS I t-�f°r'' NOT FOR - , ,.d 90.: 120", 1296 ?, 40, 90 c A;TENERS (TOTAL), ALLOWABLE TENS,ON LOADS CODE I c A ! _ ^- i LO.f REF. NC. 1 �. L Nail, ; , (,33) i (160) Simpson Strong—Tie Tie STU — _ ,PO). 3- p g- CONSTRUCTION u;TA1G" ;a a — t1— toes s70 1640 } 7. 40, so EUS46 SIMPSON MODEL TOTAL I' I ALLOWABLE TENSION LOADS l NAIL CODE HD2A TAKE—UP WASHER USE UNLESS FAST;NF RS �___. END REF. NO. ;LENGTH t GA i CUT LENGTH (TOTAL) (100) i 1133 / 160)2 SPACING PACIN oc OF ROLLl" 1 (IN A TROW .�,4Q, 9o_ NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie ._......_-_.__ - T 28-8d 1235 1650 i 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 CERTIFIED B A CS16 150' 4" 16 CLEAR srAN +.,1` NOTED- FAILURE TO COMPLY TWRITTEN WITH ALL NOTES P RO F ES S I O N A L �irM.E.:vSIvN'�„ FA5`EVE-_. sem- pN g��-FIR-L,ARC�I-JSO EI;�E_ALL4.wABL,E LOADS, ON THIS FLAN NJI€ROUT VdRITTEN AUTHORIZATION MOr-EL �HEAOERS AVG UPLIFT FLOCK 100`! SNOW 115) ROOF 125 CODE It it No. c n W H 13 JOISTS --- BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F I Iod 16d ULT' (133)(16 0) 10d ? 16d 10d 16d 10d 16d REF• ALL LIABILITIES ON THE CONTRACTOR. --CN W- ENGINEER t — DETAIL "I" COUPLER NUT !U`46 ',A 3r6" 4�" i 2 _ 4.-16d 4-.6d `�n'6 1140 1160 —I100O 1150 — 1250 7. 4n, 127 J H1t5210-2 14 3g" 9 2 __ &-t6d 8-16e E076 1755 2105 — 1650 - -- 7900 2065 t, 36, F4, 122 /ART 'x52 STU "— OUG_F__L_FCt P ALLOWABLE i FASTENERS UP;.IFT LATERAL CODE SIMPSON MODEL AVG UPLIFT (133/160) REF. NO, GA _._ ULT. TAKE—UP WASHER I TO RAFTF.F.` TO PLATES TO STUDS (133) (160) F Fz 160 HGA10t�'T 14 ; 4-5DSa"xtj" 4-SDS "x3" - 1523 435 43.5 1165 I 940 a mum%. I USE A MIMW)M Or J I�4 TWO 8i NAILS T"S _ 5!DE OF TRt1S5. f>- COUPLER NUT TOTAL FOUR ! ° ! ! SP 4 PROJECT: s ; Sf. A iFlNI1 Cf 3i Nd:I.S t' TWO 8d A'I. THIS \ MTS16 ° •- LS i A21 SIMPSON t.: > ° sT'u " ANCHOR BOLTS I S1;IL ?;F T ,SS. / 1 C C n o SIMPSON TOTAL rIR . .0 °r f Pf J1 L1 {J2A °°0 TAKE-UP WASHER Strong—Tie 1 / LSTA21 Ls J INTO o TRUSS. _ I HUS 210—2 HOLDIN '""' 0 ■ lR - i(%II 8�AILS I o t.Ii� N r •1 l i 'I rh 1135 SILVERMERE ROAD EI.,^HT''" ;� TWO o ; , yA'.1 a� ..,I 8d NA!LS �I o INTO "All f.=m,. Strang-Ti? PLATES °o DETAII, A GREENPORT, NY 11944 I?7 EIGHT 81 NAn.s•��„- I ° - IN."TAIL "U' DETAIL, "G° DETAR, ".1" IINTO �i .Prr,r "'.cret l..T;r _._.. _._ _.._. ........ - S C # 1 ' T Strong--TieTM 000-47-02-15 S' nDETAIL "L" w.1 rr ° ° ROD SYSTEM LFTA ° T DRAWING TITLE: 1_11.0 � °°°° "�, I 1, Ridge Strapping T DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 ALL ARE TO BE LOCATED AT THE REAR OF THE HOUSE BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS V-0" DEEP POOL x 4' DIA ==12_.58 cu.ft. per vertical ft. I .1 ,,-o', DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft' CHARTS & CALCULATIONS �e 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. / STRONG-TIE DETAILS ROOF AREA = 1604 sq/ft AND 3•• THROUGH ROOF' �������� PLUMBING RISER DIAGRAM LTP4 I V = AxRxc i'.nd FLOOR _ JAN 2 6 2024 TP4 �• ;• A - 1604 sq/ft - Ii• I EXISTING �- ^' •° ` (' LTP4 R 2" RAINFALL 17 ft southold Town 1 DETAIL, "C" C = COEFF. = 1,Q Planning Board NOTES: Simpson Strong—Tie Ridge Strapping V = 1604 x 1 x ,166667 = 267 GF, THESE PLAN5 ARF AN INSTRUMENT OF THE SERVICE AND ARE 1NE PROPERTY OF TiiC. DESIGN PROFESSIONAL MMOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Floor—to—Floor Connections Detail U C pr I I ! r 'T F I i GUEST BATHROOM PROSECUTED TOTHEFULLEST EXT 0 THE LAY'. Cu,JTRAi•TCRS SHALL VE,i Y it 267 / 42.25 VERTICAL FT. / FT - 6.3 V.F. FELD CONDITIONS AND DIMENSION, AND BE SOF. RESPONSIBIE FOR FIRD FIT. THE i i i1'�+ [)1;I A1[, "� " „ DESIGN PROFFESSIONK ASSUMES NO IIARIIITY FOR O!,4!:Sirj,+S DIIF. TO :UNKNOVI OF L T P 4 DESIGN CRITERIA USE (2) 8 DIA. POOL 3-6 DEEP = 7.0 V.F. UNFORESEEN FIELD C"NDITIOtiS AN'11 OR ADDIT;+^'J5 BASED UPON ('09I NFNTS NOT i OR FORMALLY ACKNOWLEDGED AS REVISION TO 11TE5E PLANS. t `;;i'717iin `�`rOnq_T'•e _ FLc�ras2 I APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT FLOOR 7.. I loc to- :oar Connections ALL LOADSJNCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND 267 / 68.4 VERTICAL FT. / FT = 3.9 V,F, StAL: )ATE _ _•_ _ _ __ .__ -.__ ____ SEISMIC LOADS AS PRESCRIBED BY THE 2020 BUILDING CODE OF NEW YORK. THE CONSTRUCTION OF THE ,•• _ �DFCFMBER,14 2021 ALL :`1MPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM 3'. USE (1) 10 DIA. POOL 4-0 DEEP = 4.Q V.F. PROJECT NO: FQ:.1AL -0 OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM � 1135-2022 THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND POOLS TO BE PLACED ON OPPOSITE SIDE OF r DRAWN BY: _ _ I NO `�111PSTITUTIONS STRUCTURES CONSTRUCTED AS PRESCRIBED BY THE 2020 BUILDING CODE OF NEW YORK ARE DEEMED TO HOUSE AND/OR LEADERS TO BE PIPED TO BDK I COMPLY WITH THE REQUIREMENTS OF THIS SECTION. _.._..._______....._..._.._.......... .. .._ _ All frarning hardware shown on these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH Flece VE'C % _CKED BY: j uniess otherwise indicated, is Simpson Strong—Tie. ALTERNATE PROVISIONS: POOL MAINTAIN MIN. OF 20 FEET FROM SEPTIC No subst'tut'ons are approved or authorized. AS AN ALTERNATIVE TO THE REQUIREMENTS IN THE 2020 BUILDING CODE OF NEW YORK, THE FOLLOWING ABOVE GRADE 1�AN � 12024 �>HLLT NUMULR: ue to t�Ie relationships of framing hardware to STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. SYSTEM AND ti11N. OF 10 FEET FROM FOUNDATION). FLOOR �-:LAE-j 1 the other co nponents of the structure, any framing WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY TO ER S7'Em ears �� p PLUMBING RISER DIAGRAM (NTS) ALL SYaT EM ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA Board ai App hard4J'cire: substit;.tions will render ':hese Tans WITH THE 2020 BUILDING CODE OF NEW YORK STATE. Zont>� null ancJ v'_"ic, cnd will result in the installer/contractor as�.,alrl:r re: portsi;,ilty for the design, ant 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) WHERE TRAFFIC IS TO BE PRESENT, j per`,, rr:an;e of thf;• entire t:;ystem. �uEt NI�MEitrY: Oi 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DWELLINGS (AISI—S230) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL BE DIVERTED TO EACH POOL. © Kt.111!DENG1N-AS9,00ATES, ur 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) t i - EASTSIDE EXiS7NG EXTERIOR CONSTP.UCTION TO REMAIL j � -6" -11j„ 11,_.p4" '--2�" 16•_5" '-7" .�. KEHL DESIGN ASSOCIATES, LLc 3C80 Door = 6080 / 2080SL Doorn " Extstin9 r residential & commercial design • consulting i ' 96*x 96' Picture Unit ' I 202 Rafters- 24°ac. ! r1.� - I outside wan Height 5" _ � 3 " i i the Floor is ta3.�" P0.Box 1615 phone: (631)433-9084 CDX Root Shea#ping � I ( ICL � Above F ;ri Southold,New York 11971 E-Mail: S5bn654@opfor�ne.nef 15#Felt or Equal �`� r^ /�D A I ( �i ifa— � a GAF Architectural Roof Shingles i I ( 1 8" ;0 16'� 111. 26'-11�' ., � R—�$InSu1'liar- ! „ I I N ( Both '� ! Is Kehl Design Associates,LLC o forme D A K Associates, !.0 czpose<? 2z6 Spruce DeOn X. 2x Q�i OC. „ `o o :-:s r3 .s;;;.1.,:%..;'.its�'z•:';;aN'__: I i Truss 4'-0"oc. '" ' 7 -3 _ _ i °' °' ' OWNERSHIP & USE OF DOCUMENTS: C Truss 4'-0"oc. o 1 i �. `� i, t I ---2x4 Stud's tion $ N J W These drawings and specifications including the R-15 Insulation o ��„ �' i Ex. 2z6 Exposed Sub Raters - 24"oc. I I I o •- w I ���� Q1 ideas, design and orron ements represented Soffit Ex.Exposed 2x6 Scrwjce De�rkm M therein, are the property of KEHLDESIGN` - I i Ii " I I op of WaC �� Top of wail 3 -7 _ _2" I '� ASSOCIATES, p p p Y LLC. No art thereof shah be f l' I copied, disclosed to others or used In connection x"(2)2x4 Tap Plate 3"' 7'_3" - I with any work or project other than for which a Exterior Sheathing 1 t° ) I Tw24310 the have been prepared without written consent. Ix Na:` Plonking OFFICE I I ADA Y P p r R-13 Insulolion I' AREA "' vl I s r�tkem I x locker Bath ( IU 2x4 Stud's i6"ec. M 1 I Cedar Shingle Roof 1 o Restaurant Area REV. o Verify RPZ I �I I CCX Roof Sheathing _' Dimensions °' I 11-25-19 2x4 Silt i� CDX 5t Pathing I ( ( 03-05-23 2x4 Sill °I - iJ 04-20-23 I 2x6 Rafters- lVoc. __., i - _ rno ,�, I R-30D Insulation 1 Reach-In Reach-in Waiter 1 X°��° o 7 i Match Floor Height �' 7/777 2x8 Floor Joists 2x8 Floor Joists 2x8 Ficar Joists _1x6 R/S Cedar Fascia w FLQw I w _ Cooler Cooler Station t~ j� 2x8 Bax Beam R-30 insulation R-30 insulation I I 6!atch e4mg Height Match Ceiling Height N --f� 8" �, 3 ( cv R-300 insulation \—Ix6 R/S Cedar Soffit J -13'-1" N (2)2x4 Top Plcte i I 2x4 Top Plates Shelf 2x4 top Plates m 2'-1 i Exterior Sheathing ix wail Planking t� I I Shell 3068 1 I ry R-13 insulation ' rI ( Elev. of Floor K ITC H E N I~ BATHROOM I hell in Utility Rm L I i o 'u° Q COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. 1 oc 1 " , x 1 ° to the a So of Tank C `" 1'9 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 2x4 Stud's 16'oc. AREA AREA i 2x4 Stud's 6 or, 2 4 Stud's 6 oc. ;� the floor in the s 1�° �--�y �� y �-a �'--.� _ R-15 insulation- Counter R-i5 Insulation RPZ Containment a UNDER FEDERAL COPYRIGHT LAW. i I I I and the Slob Outside M..all = Kitchen 16 PLANS MAY NOT BE REPRODUCED WITHOUT 2x4 Sroe I I the 000rI , ed' g C I WRITTEN AUTHORIZATION, Anchor xPoi s� 4"PC. gob ! Co .et E X i 5 t I, n i I 2x4 541 2x4 s!I �+� - ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF is up 03 DD ° KEHL DESIGN ASSOCIATES, LLC. ._ Utility ShedC 3)` C , THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE " CMU Foundation — X Ceiling Height Above the Floor is 91,75" 13' 1 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN j ;e"x8° Con, rig. 8-- " gF T� Bar Area ^ PROOF OF PURCHASE. Min. 3'-0" Below P �s Final Grade. (D rn u7 i -- 14 Tis rs i WORK NOTES: 15 Rise re I 200 200 200 19'-2J" SH LVE x Amp Amp Amp -- �' CROSS SECTIO A � ������ P_an_el Panel Panel �SHEL%_S SHELVES outside W°II Height Above the Floor,.1n_18 . 1i..��JJ t� L�l F 1 Co SCALE: 1/4"= V-0" i 101 -Oi-31 0� w SCALE: 1/4"= 1'-0" } ' S• I � _ c � EXISTING EXTERIOR CONSTR.CTiON TO REMAIN WEST SIDE RECEIVED p ° 0570° PLAN UNIT 3 JA — FIRST FLOOR B aF SiON�'4 � N 2 � 2024 1 2X12 Rofters - 24"oc-.... 1. A ---- - " CDX Roo! I atfCmg ! LO i SCALE: 1/4"= 1'-0" Southold Towne ICP and water She4tl•------ � —1 Planning Board GAF Architectura' Rcof Shingles R-38 fasui lion- f�. ✓' r 15'-7 " EX. 2x6 1 @ �t8 ©c. , . _ r �Ex. 2x6 Exposed Sub RAers - 24"oc. Soffit Exposed 2x6 Spruce Decking Ex. AR31v J ! II III 1 Ii II II II - 1€ () Acceptance of these drawings does not authorize the right to Ice and witer Sfrie!dC9 oatsid YJaii Height Above 10 i (2)2x4 Top Pkae� �! -1x6 AzPk Foscio t� t o Floor is 77" I I 1 I i build without the authorization of local governing agencies, such N0,41de Simpson Hurricone T down p - M- - 1 31" II , II iI II II II I1 II II j Ezteri� Sheathing y j as Suffolk County Dept. of Health Services, Town Building —Ix Wan Plinking 11 II = I) i IH I II II it li I! II Departments, DEC, FEMA, etc. Verify all conditions, codes, and Skin ifau;;e wrap or Equa' C° Ii II I 2X6 Rafters 16"ac, Ilii II it li 11 II I) requirements with such agencies prior to construction. -- Ceder f:iair!g _ II II r Iz - T' I llI i Il Ii it II 11 it 2x4 Stud's i6"oc - ; PRONDE HURRICANE STRAPPING IN ACCORDANCE WITH a II II a F" il-- I I IIA I li II li i II 11 II P,-13 insu;o`im THE 2020 BUILDING CODE OF NEW YORK STATE ���,_���,,/// Ceiling Height I 1 I I PROJECT: _ sling He'ght Abays.�___ _ I' Above i ro III I II it it II II 11 _ !{ --- the floor is 102" }� the door to-102- BAR 02 BAR AND N it L,_J I = I { lw Ili I iI II II iI II II RESTAURANT ! r r P' � 3 II II � iI -� � II I I �� Ib I II II II I iI 11 II SILVEP"' A.L H;AOER,ARE TD FAL II iI it ! II li iI II II �q SII SAim 0 AREA (2)1V,"X IJ'LV UNI ISS a 1 J I i i 0 a a o O o a=H,-RAU NOTED {I II II N I' I III I il- II it _ II - II II � °�°II °�°II � °�°II �il �I{ MOTEL Ix wall PI:inKinG !' r E RE FREAKS W "Ii Oil "II oil I' o i Iii i IIS �Ii ( 11 SII SII tel{ r• M}iE: PkONO F1, AS PER = �OII �oll II I mN o I I11 I ;( II II II iI II 00 2X6 Rafters i6"0c I I 2x4 Studs 16"ac. THE 2020 � II II d iI Ili 1 11 10 1011 101l 1011 1011 1011 i B o:yGc�EOF ii a Cp I I II (n (n 1135 SILVERMERE ROAD R-13 Insulation— ! b l a II Ccjll II II Il II II II ll NEW YORK STATE 1 `� (1 I Ilj j II (n 0(n 0II (II (1I WII mil 20 S41 - SII SII so Ali Q ,� ,� _ GREENPORT, NY 11944 2xrt ACO Sid i G' CA ani! (DII °Y I Jill II�- I—II I—II Mi ►—R I—II Anchor Bills 4" PC. SlobQ)Il �� Cn °o �! I 1 ( I N x,• �Il v 10,11 «• cn;l v a I IIA i II SII CDII QOil (oII coII �� N ray SII 211 L11 " IIS I ip I LIN NIi NII NII NII NIi N BOAT HOUSE 35 8" ct.,u. Faandatia li '01i--II ~II o ! I I II„ II II II II II II SCTM # 1000-47-02 15 o `er it i Ilii II Ii II ii II Ii C011 C011 til DRAWING TITLE: ,r,'xt3" Ca c. Ftg. mf�c ! 1 t° Ill 1 II it iI II I1 II Min. 3'-0" Below (JiI (JII Nil a i Final Grode. I o u 3 II II II I IH I II II II II II li PRE—EXISTING II ii II I� to li' ; II 11 11 it iI II FIRST FLOOR PLANS 12x6 Rafters 16"oc. u CRUA` SS . bECT1U1NJ II4-- lJ III II II !I I II II II ,X11_ , A' II Ili i , II a iI it _____i1�3,_9„ A5 NOTED SCALE:1/4"= V-0" I =tw i I i Ili II it II it it II CefliU Hetgllht Above NOTES: Tf,e froo-Ir .1T-s�-„-_-._ il._ THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ;`11 II 11 II II li iI II II DESIGN PROFESSiONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS Will..BE II I I "I I g I I I II I l II II I I I I PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VFRIFY ALL 1 ro $ FiELD CONDITIONS AND D.MENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN CRITERIA II 11 iI II DN I Il II Ii II II it DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMM19ONS DUE TO UNKNOWN OR a II it n iI " II i Ii II II II II II UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 14' 1 1�" it ( II II II Ii it iI FORMALLY ACKNOWLEDGED AS RENSION TO THESE PLANS. APPLICATION BUILDINGS ANC, STRUCTURES, AND PARTS THEREOF' SHALL BE CONSTRUCTED TO SAFELY SUPPORT outside watt eight Above ALL LCADS,INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND - ---i"- the Floor 80.5" SEAL: DAl"E: Sf':ISMIC LOADS AS PRESCRI=3ED BY THE 2020 BUILDING CODE OF NEW YORK, THE CONSTRUCTION OF THE DECEMBER,14 2021 BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE' SHALL RESULT IN A SYSTEM PROJECT NO: THAT PROVIDES A COMPLETE LOAD CATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM A 1135-2022 THEIR POINT OF ORIC31N 1HROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND � DRAWN BY: STRUCTURES CONSTRUCTED AS PRESCRIBED BY THE 2020 BUILDING CODE OF NEW YORK ARE DEEMED TO COMPLY WITH THE R"QUiREMENTS OF THIS SECTION. I ` BDK i ALTERNATE PROVISIONS: -----6' '-11" '_2" ,'- " CHECKED BY: AS AN ALTERNATIVE TO THE REQUIREMENTS IN THE 2020 BUILDING CODE OF NEW YORK, THE FOLLOWING 15'-74" SHE NUM ER: STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE 'THIS CODE AND THE LIMITATIONS HEREIN. A101 WITH THE 21NEERED 020 BUILDiESIGN IS NG CODEUOFDIN CONJUNCTION NEW YORK STATE. WITH THESE STANDARDS, THE DESIGN SHALL COMPLY �- a onin9 ppftrd Art A per�ts Exist_ir7 Walls To Remain 1'- " 1, AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Optional i New Walls SECOND F PLAN UNIT 35. DOB NUMBLf�: OF 2.AISi STANDARD FOR COLD...FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S2450) -Tug-- , SCALE: 1/4"= 1'-0" r-_-_-___i Walls TO Be Removed ® KEHL•DESIGN•ASSOCIAITS,tic 3. 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I DEC, FEI,A, etc. Veli all conditions, codes, and I ,? ti (, , {7 I Li i' IY ! !: l Ti- it 1� :i ! r I (i it 'i ;i i t I 'r r ,iprior 'n I - ! ii ,{ I �' .� I I _ requirements with such agencies rio. to construct!on. i. ;i :I it I I (I li I: ! I it I' 'I :1 I I i I Ii i' I ;i i ;i II , 'E , P ,i ii i �? J ,� li Ef `I i� ' if '� 1+_..-.,..1 ,: .:l .I, li . „ i 1 i I l I I i ! CJ I. 1 I% i, i i; !i, ;! I; i' 'i i' li I t 'I I? ' N -I iJ !' it �1 li tl (' '! ;.l all. , ;i I M.! I ! I i Ji I I' I I I 1 I E i' is i' j i I i I i', , 1 I. P !I I: ' PROJECT: ECT: I , : I` I I. I I : i� , i i 'i i '1 E , I I 11 1 I I i '1•i I l I 3 !. i� , I :, I I ; I I I i li ;; J i i i• " i , , i ii I 1 I { Ii I , i , : : .. _ i .. _..._�.___ .._ ' I i -----..------_._.,- I f; is , i I I, I { I i i ;, I I i' :, I I',' !I I i' I I I i I I( II _ 1 I' i! (( 11 I i li I i' is (l. * i L, : S I UVA r E ff R Soft MAN Me'">% 11 : ,I i i' ;i: I. `' II `I! I , I€ it ;1 i ' . i(i :, i ! I. i', i1 i Ji I I li i ,i 1; , II II t i1' I IM '"' TEL 'I ii I: .I t f i Ii i i. { ii :I i , , 'I i. i� � ;, i. '' i I 11 li `i II E I �' { :? i� i! lit �: I +( i � i4 �. I ,: I I I i !i II i I I I, _. a , j i : It . 11 ,i ' i' i' } i I *1 ;i i' I I I; :;� ,I �) i I' .I ., ?I ( I 1, r� I , (i II i I i ;II }; . 11, . i � t : I i i i '' ,, li 'I Ii :I i ( li .! �' i I. :I :) 1 i; 1i: . .. , '1 II 4 Z: .. ! �? i :i ( ,I :� IS 'I :I ,, Ii ',i it I� ,I 'I 1 I? t ii is i: ' ii ?i li :, I 1 11 I is i I1 'i I II I Ii jI I li ;, . I E I, i 1 1135 SILVERMERE ROAD 1 it I i ! I, ii I if ii i II EI !I !I I i !i '' I 'i ,I :i { ? t TiI I Ii I I: I i i' ! ;i I II i1 i I II 1 t PZ_I ACX I '� i l ? li I; I! i. �, GREENPORT, NY 11944 : [ �.. i ,i :i 11 i ;1 ,) FI i I'I i i I` `I i i; !I ! I I it max. ,.� - -- I: _ ii I �: ( E I I i Ij ;i ?; I 1 i . I i I €, . _ I .." - . _. _____,_ _ _1BOAT HOUSE 35 _.___ __ _ _________..__.. __, . _r _____, __._ __ __ ___..___ _.________ ___.. ._-.--.1...._.._.__._._......__ SCTM # 1000-47-02-15 6UUTH ELEVATION- EAST ELEVATION DRAWING TITLE: ELEVATIONS SCALE: 1/4"= V-0" SCALE: 1/4"= V-0" AS NOTED NOTES: i THESE PLANS ARE AN INSTRUMENT OF THE SFRVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL.WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS wt.L HE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CCNTRACTOR5 SHAtI ucR;rY ALL FiELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONS'P:.E FOR FIELD FIT. THE .-„__ ___.._.------ / DESIGN PROFFESTRAL ASSUMES NO LIAB: i S GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION iR A C T 0 R N 0 T E S General Notes: a ' " 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD NEW YORK 2020 BUILDING CODE OF 171 Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL I\'IOTES: I 2, FIRE SAFETY: 1 2_. All structural wood shell be in accordance with the national design specifications for wood construction — latest edition. KEHL DESIGN ASSOCIATES, LLC 1 • AI_I_ WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING 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. fnSlrtP,nllQl $, cnmrrercinl design a consulting PRACTICES.2 4. Pre—manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COPAME:NC;IN(, WORK, THE CON"T"RACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a, All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OFA?AIN 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.Boz 1615 phone; (631)433 9084 AND PAY Ai-,L `•-FES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT, Southold,New Yot 11971 E-Mail: ssbn654aaptonrne,nef 3. 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETA€i_.'':; ^JCI T 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. SHAI_I ESE: INCLUDED AS IF- THE)' WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathir,g, Kehl DesignAssnrin! s,tIC0fc,rtnFerlyDAKAssrrinhos,LLG' F, ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4. a. All plywood shall be in accordance with the American, Plywood Association (APA) specifications. OWNERSHIP & USE OF DOCUMENTS: THECONTRA, Tt.E< SHALL C")ORD`:NATE ALL WORK PROCEDURES WITH THE STIPULA1-IONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. 5. THi CifJTF?A;:;C;;!' ` "A; I. E.3F tiErFONSIL3LE FOR THE PROTECTION OF ALL CONDITIONS AND MATER€ALS VVITHiN THE PROPOSED corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the I ,I'70R r GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented COfJS' �l-IC:Tiw� Fa rA. THE �OR�Rti� .,� SHA.LL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR AL1_ STRUCTURAL OR Z, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be f OR C:!. FzING TNI- FX7CJ;'ON OF THE WORK. $. Design values: 3, DUST CONTROL: copied, disclosed to others or used in connection 6. a. Fromir. with any work car project other than for which THE CONTRACTOR SHALL. LAY OUT H'S OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 9 1,600,000 PSI 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. 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 i DE.PARTME:NT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQU'RED SIGN OFFS. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 9. Design values: f '' , I a. Laminated Veneer Lumber (LVL): ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN E = 1,900,000 PSI THROUGH THF: BUREAU OF ELECTRICAL CONTROL AL-L.. REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 285 PSI ° O• Fb - 2600 PSI 4. NOISE AFTER HOURS: THE" CONTRACTOR SHALL DO ALL CUTT€NG, PATCHING, RLPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE RAyf4"N;:;, AND ALA OTHER WORK IIIA"i MAY BE RFOUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: $AM TO 6PM, MONDAY TO FRIDAY, �ti F NEW KEHL DESIGN ASSOCIATES, LLC. NOTE �a 1 C). --- — B. EXCEPT LEGAL HOLIDAYS. `' .MA "+L_L_ F .r!N i AND !RIN 7 S;FIA.LL B REMOVED TO A PO'N7 OF CONCE'A!,MFNT AND SHAT.-:._ BE PROPERLY CAPPED OR PLUGGED. KEHL_ DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 1 1 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS, ALI. DIMENSIONS) ARE" F.STAPUSHE:D 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 Llu. OF" T 14 FIRS' 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. � w WILL BL At-LOWED 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 i CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. tis Qgh ��2 THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC, HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN, THE USE OF THESE DRAWINGS RaFESs�gN��" 13. 6 SPECIAL SAFETY NOTES ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CAOv CUT R 1 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 ALI_ 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 DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL.. COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RFSOI_UTiON. 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 NOIES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE -----_ _.__._ _ ____ _ RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. //�� 1 GROUND- WIT __"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 NOT FVR (.___ SNOW,' � DESIGN FROST LINE i DESIGN UNDERLAY- FLOOD W.ND EXPOSURE1 OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. LEAD SPEED (rnht CATEGORY WEA.THFRNGD[FTH ) TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGOP,Y _ IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 BUILDING CODE OF NEW YORK STATE, CONSTRUCTION _. _. .. .... ._._. ......_SPEED....__.....1 .___....._. 25 !bs/sgft 13r0 (rnah) C SEVERE 3'--0" l MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C I _ ____ _.._....__.. ..__ R301.2.1.2 PROTECTION OF OPENINGS. - USE C'SE 1 1 Al�EC EXTERIOR GLAZING IN BUILDINGS LOCATED IN 1MND--BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2020 UUNLESS a� I OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND BUILDING CODE OF NEW YORK STATE TABLE R301,5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1,2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A i (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED THE 2020 BUILDING CODE OF NEW YORK STATE PROFESSIONAL DESIGN CRITERIA _ EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OCCUPANCY OR USE LIVE PRESCR:'TIDE DF:SIGN _ 25, RESIDENTIAL ONE - AND -- TWO FAMILY DWELLINGS LOADS 1, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 346 INCH (11 mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) `- `" - -' ENGINEER SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED THE 2020 BUILDING CODE OF NEW YORK STATE t S(s) AND OCCUPANCY CLASSlF1CAT!O�d(�} UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH T!E GLAZED OPENING, PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. J`'` METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED, ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITED STORAGE b'9 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT I USE OCCUPANCY 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 I IN ACCORDANCE WITH TABLE R301.2.1,2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF PF1GHT OF 45 ;'EFT (13,72.8mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH I CASE. RESTORANT & BAR A•-2 HABITABLE ATTICS AND ATTICS SERVED VbH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V„It IS 180 MPH (290kps) OR LESS. . _._ _._.._....._....I__...__..-..__....____. _____. NAILING NOTES: /r TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2,1.? WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTUAL PANELS a.b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE, �-------• --- — __,_..____._._ _ ' I ) T`"PE. CARO -F' FIRE ESCAPES I 40 FASTENER SPACING (INCHES) - d _- DESIGN CRITERIA in I GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 4 FEET SPAN < 6 FEET SPAN < 8 FEET APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF STALL BE CONSTRUCTED TO SAFELY SUPPORT Ai.L LOADS, E;o,• A.Vu fh AREA f ' h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED [H o � a.. F1Li",HT FRE A GUARD IN-FILL COMPONENTS50 NO. 8 WOOD SCREW— BY T"iE- 2020 BUILDING CODE OF NEW YORK, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PASSENGER VEH CLE GARAGES I a BASED ANCHOR WITH 2 16 10 8 PROVISIONS OF THIS CODE SHALL. RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE RE QUiREMENTS FIRE AREA 50 INCH EMBEDMENT LENGTH __..__.............._._. ..._........._.-__.._._________..._.___,_�..___. _______ __ _ FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. € _ _.. .._._ .. ---- � � !�ROu ECT: NO, 10 WOOD SCREW— BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THE 2020 BUILDING CODE OF NEW YORK ARE DEEMED TO COMPLY ROOMS OTTER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 'HI v.FT A_ .ISTA.rdt::; FRar.+ GLADE i WITH THE REQUIREMENTS OF THIS SECTION. - INCH EMBEDMENT LENGTH SILVEF"A' PLANE: 'rD THE AVWRA.GE r�E!C,H' OF i UNLIM,;TED AREA SLEEPING ROOMS t ' r '',,1`2.ACF 7000 S 30 Y4 INCH DIAMETER LAGSS A CREW- ALTERNATE" PROVISIONS: THE !:^F1� 1<O rF i„:' `,`+a` T`'R -`, t?: T'iC AS PER TABLE 506,2 BASED ANCHOR WITH 2 16 16 16 AS AN ALTERNATIVE TO THE REQUIREMENTS IN THE 2020 BUILDING CODE. OF NEW YORK, THE FOLLO'JJ'NG STANDARDS D AE<:C 20 ”I UDI �IN(7 Col.) OF NEW YORK STAIRS 40c INCH EMBEDMENT LENGTII ! '>?AT .. — -- -- PERMITTED SUBJrCT TO THE LIMITATIONS OF THE THIS CODE AND THE LIM;TATIONS HEREIN. WHEEZE ENGINES RFD DFSK, N IS U�L(� INa 1111& I N " 1 L L ' _ — - CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 BUILDING CODE= OF NEW YORK STATE, H 0 L 11") ■ FOR SI: 1 inch - 25,4 nine, 1 FOOT 304.8 mm, 1 pound = 4.448 N, 1 rri!e per hour = 0,447 m/s FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,1t and a 45-foot mean roof height. 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) F:c., FROM RIDGE: TO GRADE Max 22'-11" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQ:IARE INCH - 645 mm, 1 POUND 4.45 N, b. Fasteners shall be installed at opposing ends of the wood structural 2,AISI STANDARD FOR COLD—FORMED STEEL FRAMING PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS AISI—S230 a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD g panel. - ( ) 1135 SILVERMERE ROAD Ai'P,_IFD OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the pcnel. GREENPORT NY 11�44 a b. UNINHABITABLE ATTICS WITHOUT STORAGE ARF. THOSE WHERE THE CILEAR HEIGHT c, Anchors shall penetrate through the exterior wall covering wth an embedment length of 2 inches minimum into 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) e .tR RE R SPC CIES ANS GRAD)E BETWEEN .101STS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y inches from the edge of concrete block or concrete. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE: ALL CONSTRUCTION TO CONFORM WITH THE STANDARDS AS SET FORTH IN A'.,L �':,t,' i, F .� MA.TDR AL DOUGLAS FIT. - LARCH 2 AND BETTER ACCOMMODA TING AN ASSUVED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, # OR GREATER, WITHIN THE PLANE OF THE TRUSSES, TIPS IVE LOAD NEED NOT BE ASSUMED having o minimum ultimate withdrawal capacity of 1,500 pounds. THE 2020 BUILDING CODE OF NEW YORK STATE SCTM # 1000-47-02-15 r;_L E_ '. i)E r: F<;1I1,"JE: ftATF_F ;AL I GCA NC PItiE #2 A"JD BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. _._ ............_.._-.....- .-._.........._..................._......_....._._.__, c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECT TO COMPLY WITH CHAPTER 5 OF THE REQUIREMENTS OF THE DRAWING HFLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 BUILDING CODES WHICHEVER PRODUCES THE GREATEST STRESSES. 2020 ENERGY CONSERVATION CODE OF NEW YOR c _._._._ _._-.._._.__._ OF NEW YORK STATE. r-_._._. __ ---------------I d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. GENERAL NOTES I AREAS OF STR'_7C-CURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. NEW CRAWL SPACE. NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL N- NISHED BASEMENT NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF t F h ,HL50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED COMMERCIAL CONSTRUCTION DETAILS- NOT tS: i'EX BASEMEN' � NA I TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS, _ THESE PLAN$ ARE AN €NSTRUMF,NT Of THE ",ERV^ 4ND ARE THE PROPERTY Or 'HE ._ : EX" FIRST FLOOR - 1508 SF _ DESIGN PROrESS!ONAL viGSE SEAL IS AFFIXED HERETO. I"RINGFM!ENTS WIt.L RE ".r - ' g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD , NEW FIRST FLOOR NA I _- � PROSECUTED TO Ti.F. FULLEST EXTENT OF THE LAW. CGN1RAr,TOR.i SHALL vFRIFY A° _....-_.. ....._.....__.____�__._._..._...._... . . _ .. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR 1 M ' 1� G �- 1 PE LD N�,ITI L• R ELD CO ONS AND ENSIGNS AND BE Y R PNS. F FIT. •. EX. S:.ut�ND FLOOR -}-_4-36 5F _ MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN (SEI/ASCE 7-22) � SOLE ES 0 . GR ��LD NEW SFCOND FLOOR90.5 SOFT ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN DESIGN PROFFESS'ONAL ASSuVFS NO LIARLITY FOR OM�MIISIONS DUE TO UNKNOWN ra PLANE UNFORESEEN FIELD CGN€,ITIONS AND OR ADDITIONS BASED TA COMMENTS!NO' THE LAN OF THE TRUSS FORMALLY ACKNOPA.EDGED AS REVISIGN TO TIIwSE PLANS. N`E'W BALCONY KA I' L NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS c BOTTOM CHORDS WHERE ALL OF THE FOLLOWING AR M T: C � GE E AT:l,. (s.�Tli-,El!a` R� _....... SEAL: -)AE: - � --� ---- - ACCESSIBILITY CONSTRUCTION / DETAILS IATTIC �F1CU`,'',b) i � F+ 1. THE ATT'C AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH I ---- ---- -- - -- DECEMBER,14 2(J 7.1 IN-.W rAkAO[ ADDITION ! NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS ?REJECT N0: - ATTIC (Gt,R GE+��` _N�.. .-..._...._..� 2,THETSLOPES OF TFiOL JOISTS OR TRUSS soTroM ALL SPACES, AREAS, DETAILS, DIMENSIDNS AND CONSTRUCTION COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC, ;, -- , -__. _ ._„rtALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1135-2022 EX; IJTILITY ROOM - NA __. r CHORDS ARE NOT GREATER THAN TO CONFORM TO 2009 Al 17. 1 t-� DRAWN BY: EX SCRFF..NFD PORCH17S NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL, RECEIVED UNDER FEDERAL COPYRIGHT LAW. 1 jeceiVe -- -- f30K Ex. OUTDOOR SHOWER NA �- PLANS MAY NOT BE REPRODUCED WITHOUT - -” .-- ..__......._-_..__...._.__.__...__._..__.__ 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JO:ST OR THE TRUSS BOTTOM CHORD CHECKED BY: �F:X..�_i,NG DECD NA MEMBER DEPTH. JAN 2 0 2O2�t WRITTEN AUTHORIZATION. 'JAN 1 2024 !NEW BECK NA 1 I _ _ _ ALL PLAIDS AND DESIGNS ARE THE SOLE PROPERTY OF FX. COVER_LU DECK _ - NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE Nole. SODU�OId Town KEHL DESIGN ASSOCIATES LLC. guard of Apl}ea►: ;HELP NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS t ening FX. COVERED FRONT PORCH NATHAN 10 POUNDS PER SQUARE FOOT. 13 Fire Sprinkler System is to be Installed throughout tE e entire Building in Accordance with the Planning Board THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED ENTRANCE_ NA —_ PLANS IS LICENSED EXCLUSNRY TO THE BUYER, WITH WRITTEN POOL F?OUSE ' CABANA NA h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A 2020 Fire Code of New York. Engineered Plans of the System are to be Submitted to the Town PROOF OF PURCHASE. SAFETY FACTOR OF 4, THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE ACCESSORY ST......F'E _ NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE of Southold Building Department Gnd The Town of Southid Fire Marshal Prior to Installation. Acceptance of these drawings does not outhorize the right to build without `Ay T (a+l , >, �v_S10 ,!G ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization of IOcol governing agencies, such as Suffolk County Dept. Doti NUMBER: of } (b) W71 S rORAGE g of Health Services Town Buiidin De-cr`.men`s DEC, FEMA etc. ,a Verify all conditions, codes, and requirements with such agencies prior to f construction. 0 KEIEI-DFSIGN•ASSOCIATES, u�, i SIt, ?SON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION _. USE A MINIMUM Of ' ✓.-•_';;•. .•�, .. . .. ;,...;.:..............._.�.......��t, ; I TWO 8d NAILS THIS MTS 2 0 L T S 2 0 DOUG-FIR LlPte» SIDE OF TRUSS. ( I f t 2 PROVIDE 1 HGAtOKT ON 1 FASTENERS LLOWAR..E I_bADS LOAD LATERAL WITH TOTAL FOUR ° �• C• ° SIDE OF CEILING JOIST I M.O�FL CA _ UPLIFT UPLIFT CODE AND ON SIDE OF RAFTER NO. _.._- 8d NAILS °° .. , TO TO I TO AVG NAiLS REF. INTO TRUSS. ° I L (133/160) $dxt�" � ! ,• E. + t , to l:(L`b RAFTERS/I PLATES STUDS ULT. (I 3-N) (160) F F2 (133& _ STU '- TR11JSS I i I SIMPSON _ _ -�� ,- _-. >�g1 930 KEHL DESIGN ASSOCIATES LLC i NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER I H7 16 I 4--8d z-8a 8-Esd 985 400 S, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND "` _--•--�" -� L� I � �� PROPER INSTALLATION PROCEDURES � residential & cornrnerclaldesl(1n o consulting F16 16 --- 8-Rd 8-8d 13983 9t`5 950 1650 - 5, 44 < FASTENERS ALLOWABLE: UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) l� ART "x12 �• - e PQ,�oX}67rj I D.tiENSION., _.._. _._ -- TWO ° o — __ phone: (631)433.04 ! (-OTAL) LENGTH OF f?Ot.T W WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS °• ° MODEL Gni __.--..... ._-._ AVG _._.._ 2 INTO •, °. , Soulheld,Newyork 11911 Mail: ssbn654scotonline.net N^, MAX UwT. ( LFTA LFTA REF. e iW^D'H,PAN L OTY DIA I�" 2" 2�" 3" 3�" 11" 2" 21" 3" 31» PLATES EIGHT ° '• i I - 8d NAILS S P 4 Kehl Design Assnc!ates,LLC o fo,mn,Iy D A K Associntes,LI C i INTO LFTA 16 1 2;" 17' :58,J"16-10d — d2O0;— 1205 I 1400 5, 44, 85 STUD i t �i� OWNERSHIP & USE OF DOCUMENTS: 1 2 DOUG-FIR LARCH / S0. PINE° o FAS'rENERS ALLOWABLE UPLIFT LOADS ° These drawings and specifications including the MODEL LAVG 10d 10d x 11" CODE ° + ideas, design and arrangements represented NO, ULT. LFTA 10111 10d x 14" I LS TA 21 °° therein, are the property of KEHI_ DESIGN (133 16O) (133) (760) REF'. ° ASSOCIATES, LLC. No part thereof shol' be ° / ---- -- - ° Simpson Strong-Tie copied, disclosed to others or used in connection 14-10d -1a-10d x 1}" 3116 I - 10nO 840 t000 3, 41, 128 ° ° HGA10 with any work or project other than for which �� �� they have been prepared without written consent, b1TS20 2O 114 tOd14-tOd x 1�" 3116 1000 840 1000 3, 41, 128 °° DETAIL K ARTJ'x12 LST:^0 20 12 10d 12-10d x 1�" 2383 775 720 720 3, 41 cNW- 11 ,11 STU "- i ; COUPLER NUT DETAIL E j DOUC-FIPkr1EARCH, cocE Equal number of °e SIMPSON TAKE—UP WASHER I TYPE OF DIRECTION ALSO, BLE LOAr!s REF. specified nails in ° i t.C)n'L T O''nNE<C OT LOAD I FLOOR -F20�F I (13_3 J_. N" (?00) __... _(125) 1160 each end Simpson Strong—Tie 515 545 i 670 -}----- CS 16 A R Tg"x 12 i LT-4 5 J 1 5.ts ry g4F. 610 6, 33, 97 f— 51!Z, 645 670 DETAIL "H11 ��A�� (IF NEW�yi,rQR 1 zx MATERIAL DIMENSION`~ FASTENERS ALLOWABLE TENSION LOADS""'(OF/SP) (133) HOLDOWN HOLDOWN ARTJ•x12 -- - DEFLECTION o ° -- --r�-- I� `iCD LENGTH OF BOLT 2.a DEFLECTION A7 HIGHEST CODE MODEL ( AVG AT HIGHES REF. ° �.x.�j NO. ( 1 LBO TSNE IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE ° o J�`J BASL BODY ( F!B+ SB W H B SO CL iAN sHOR ULT• DESIGN LOAD DESIGN o0 O a I€ GA GA DiA ' WHEN RAISED OFF OTY DIA 1 2" 2}" 3" 31" 51" LOAD TH, I P AT o HC?A 16 12 4 2;" 2 "- 8" 2 J" 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 333 0 o MOrt L GIME VS'ONS F'ASTF.JERS AVG ALLOWAt7�E UPLIFT E OADS_I O p���ESSIONP� NO, , DF f. SP CODE I W L STUD :PLAT: iULT' (133) (160) REF. SPa S " 7T" C-10d x 11" ----12917 735 i 885 7,�40, 127 0 i o MODEL I alr'E:NSt,,P:S FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N`}. GA W L NA!LS j10 1J (133} (160) REF. oo WOII IK NO I La: _ I NOT FOR 90S t2O5 1295 7, 40, 90 0 I �)„ CONSTRUCTION I raOnFI. " L°� I,ar;,, rASTENERS (TOTAL)! ; (yw BLL TEN5!ON LOADS CGDE - CONSTRU VTIO i C.A, �_ NAILS ;` Lo°" (133) (1130•) REF' Simpson Strong—Tie STU ___1 s ..)......... -P 24 1'�--- 1025 370 1640 7, 40, 90 V-7424LUS46 SIMPSON I MOD.L TOTAL. ( I ALLOWABLE: TENSION LOADS I NAIL CODE TAKE-UP WASHER USE UNLESS FAST=NF'RS NO. I' i ENO) + I SPACING REF. H02A I(_FN(;TF+ i I ! GA CUT LENGTH (TOTAL) (100)1 I (133 / 160)2 i oc. (IN A ROW _ NOTE: ALL HA14GERS To BE USED ON THiS PROJECT Simpson Strong-Tie CERTIFIED BY A 150_.lI 4" 16 CLEAR AN +31' 2!s-ed 235 I 1650 __. 2 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 NOTED. FAILURE TO COMPLY WITH ALL NOTES PROFESSIONAL i;MF.NSIVN, ! FAs'ENEr:> ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION MOCF,_ i— —t--._._ oN. Q4�t>z-F.IR b. PivE..Au.QGVABL,���A DETAIL 11Frr (:A i , HEADERS AVG UPLIFT FLOOR 100' SNOW 115) ROOF 125 CODE Na. i wT�T t -~ JOISTS -.--_ BY A LICENSE PROFESSIONAL ENGINEER, PLACES lOd 16d ULT. 133 (160 10d 16d t0d 16d 1Cd 16d REf. ,..__ _- (1 33) ) ALL LIABILITIES ON THE CONTRACTOR. clew— ENGINEER DETAIL "I" COUPLER NUT -_+_US46 � 18 3�," 4J" 4--16d 4-'6d +60'6 1140 1160 ----�!OpO 1150 1250 7, 40, 127 HUS210--2 14 3e," 9 2 _ 8 ':fid 8_16d 607611755 2105 -- ?650 1900 — 2065 1, 36, 84, 122 ARTJ•xl2 STU -F R �-R.OH f _ ALLOWAB�E LOADS FASTENERS UPLIFT UPLIFT MODEL LATERAL CODE NO. GA _ D,_ {133/160) REF. TAKE-OUP WASHER I TO RA TFR i TO PLA-ES TC STUDS (133) (160) F F2 160 HGA10KT 14 ! 4-SDS} xlp 4-50F;}"x,'" --- - 1523 435 435 1165 940 E& e USE A NIrJ!M;A1 Of - F„ ..� S P 4 Two sd NAI's r:s � cNw- oat HAP% u a.. S P 4 S!PF 0'' TRUSS, F�. // COUPLER NUT l ROJE_C1: TOTAL FI-IR "E A MINIM!1M OF \ f Rd NA'I S { hY;F,d NAILS T!ii`1 IN?O rnuss./ cL,r. cE' TAILS M TS16 °o STU �- TA 21 ANCHOR BOLTS 1 N!IS16 ° °° SIMPSON LS SIMPSON J TiTAL FO'%R /. • Q °+ l�rJ�� ° °° TAKE-UP WASHER Strong—Tie IN TRU � L S TA 21 1 L V'r E R S"31 A`A FD% r% INTO TRUSS. � HUS?_10-2 HOLDING" 1 LLCP , Ft &#ryAllS� -- ql PAMS 1135 SiLVERMERE ROAD F;+1 NA:Le,lll 8d NX3 o ; s A� N ,1 1t I:: GREENPORT, NY 11944 N(J r.'n.s z Stro�q-T e PLATES °p° DETAIL A (. INTO � DI TAII..,�"I)" I)I TAIL "G'' DETAIL 11111 ° �4 � Tip3 SCTM # 1000-47-02-15c Lf-TA LFTA ROD SYSTEM DETAIL 1L DRAWING TITLE: LF 17A o !� Ridge Strapping I °° LSTA30 NOTE_ DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS I ' gp ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE I ; I / RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1,0 SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS V-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. CHARTS & CALCULATIONS V-0" DEEP POOL x 8' DiA. = 42.25 cu.ft. per vertical ft. V-0" DEEP POOL x 10' DIA. - 68.4 cu.ft. per vertical ft. / STRONG-TIE DETAILS ROOF AREA = 1604 SQ/ft ft I AND Tr+F2QUGH POOP' VA x I �} R x c PLUMBING RISER DIAGRAM � LTP4 � :S•• " JL 2-0 c-LooR = A = I.I 1604 sq/ft I: ExisTING R 2 RAINFALL 17 .t LTPrf DETAIL., "CIT RECEIVED C = COEFF. = 1.0N O] - NOTES: t ) ~ Simpson Strong—Tie Ridge Strapping JAN 2 6 2024 V - 1604 x 1 x ,166667 - 267 C.F. THESE PLANS ARE AN INSTRUIIFNT OF THE SERVCE AND ARE THE PROPERTY OF TILE DESIGN PROFESSICNAL WOSE SEA! IS AFFIXED HERETO. INFRINGEMENTS Vtl'_ KFI00r-t0-FIOOr Connections Detail GUEST BATNROOfA PROSECUTED TO TIfE FUI.LFS' EXTENT OF THE LAY. C^vtiTRACTORS SNAI. VERIrY A l ! I I Southold Town >` iFLD CKITIONS AND DUIFNSONS AND BF. SO.FY RF9P ',' I91 F FOR FIF_D FIT. THE. I f I r)rTn�1, g 267 / 42.25 VERTICAL FT, / FT = 6.3 V.F.VF i rr>A, i " '" Planning Board „ DESIGN PROF'ESSiONAL ASSUMES NO HARIIITY FOR OMId;aOIS DUI. TJ NutiC,W! 6P ,TF4 ; J � DESIGN CRITERIA 5. USE (2) 8 DA. POOL 3-6 DEEP = 7.0 V.F. UNFORESEEN FIELD CONDITIONS AND OF AD�,TPNS B•ASFD UPCN k^,") DITS NOT i „ .'nc! 1 fat ;„,t]<�(-t OR FORMALLY ACKNOWLEDGED AS REVISIOri TO TITS[ PLPLANS.S `T1 son SL: r onq- �e APPLICATION RUILDiNGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT r c�oR . F Inc, 2. -- to-- ,nor Connections ALL LOADS,INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND 267 / 68.4 VERTICAL FT. / FT = 3.9 V.F. SEAL: i'A'E ' --- ---... .-- ----- ------ _' USE (1) 10' DIA. POOL 4'-0" DEEP = 4.0 V.F. �-DECEMF3ER,1� 2021 SEISMIC LOADS AS PRESCRIBED BY THE 2020 BUILDING CODE OF NEW YORK. THE CONSTRUCTION OF THE ALL `-IMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM � � PROJECT NO: 3.. . FOUAL -0 OR GREATER TI TAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM 1135-2022 -- - - --'""'-' - - - THEIR POINT OF' ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND POOLS TO BE PLACED ON OPPOSITE SIDE OF NO S:J95)TITU i IONS STRUCTURES CONSTRUCTED AS PRESCRIBED BY THE 2020 BUILDING CODE OF NEW YORK ARE DEEMED TO HOUSE AND/OR LEADERS TO BE PIPED TO BRAWN BDK l All frarnlnq hardware shown on these plans, COMPLY WITH THE REQUIREMENTS OF THIS SECTION. POOLS (1/2 OF THE ROOF TO DRAIN TO EACH F(eCe�Ve CHECKED E3Y: y unlcss of ierwise indicated, is Simpson Strong—Tie. ALTERNATE P z0V1sIONS: POOL, MAINTAIN MIN. OF 20 FEET FROP1 SEPTIC r No subst`;utiors are approved or authorized. AS AN ALTERNATIVE TO THE REQUIREMENTS IN THE 2020 BUILDING CODE OF NEW YORK, THE FOLLOWING i�ovL GR of � 2024 aIiLET NUMBER: Due to the relationships of `rcmirg hardware to STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. , �d�F> c'"' �.. SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). I the othar co^­ipor cnts of the structure, any framing WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY 3 SEWER SYSTEMTd of Appesl� G � hordwcre Suhstitutions wi'l ender these plans WITH THE 2020 BUILDING CODE OF NEW YORK STATE. PLUMBING RISER DIAGRAM (NTS) ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA Zoning EMnull an-4 vc,ia, and will result in t~ e instailer/contractor WHERE TRAFFIC IS TO BE PRESENT, assu,nircx re .pcnsi ility for the design and 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) -f `he entire ::,ysterT). DOB NUME?tk: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY IF A MULTIPLE POOL SYSTEM IS USED AROUND THE 1 DWELLINGS (AISI—S230) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL BE DIVERTED TO EACH POOL. O KEIll-DhSIGN•ASS(ICIATFS, 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ! t . A EASTSIDE , ,r t xre>f �1 s-$�,. •�ori s°;; {;, :, 1 i ( 1��.;:� I I EXIST�_rN,G EXTERN CONSTRUCTiON '0 REMAIN _6» ,-11 » 11 -04" ��'-2 16'-5„ ,-7" KEHL DE_SIG_N ASSOCIATES, LLC -1080 Door x 6080 / 2080SL Door Existing r residential & commercial design a consulting i 96"x 96" Picture Unit Outt Above side Floor Wall �is'183.5" PO.Box 1675 phone: (631)433-9084 2x12 Rollers - 24"vc. j -� �L 32 IN Southold,NewYork 11971 E-Moil: ssbn654woptonline.nei CDX Roof Sheothing ( 1 = i N { 15#Fel',or ETuol i ( Vii' �— . ADA " —16,11 1'!° 26'-11 ' »- GAi Arch'tecturd Roof Shicg'eS O ( ( i ❑ 8 i j a t h W"' u7 l ti Kehl Design Associates,LLC o formerly 0 A K Associates.LLC >- :'' ''• :'r-- lzpased 2x6 Spruce Deckic EX. 2x6 @ 48 OWNERSHIP & USE OF DOCUMENTS: } -.._. _ I I IT---Truss 4'_ oc. Truss 4'-0 oc. o 2x4 Stud's 16"oc. $ 0x" 4 i W These drawings and specifications including the R-15 Insulation Ex. 2z6 Exposed Sun Raters- 24"oc. I I co •- w i I �2 ! x ideas, design and arrangements represented ----Ex. Exposed 2x6 Spruce De in I I � Soffit - ___, t r 3._� ;o I Oil therein, are the property of KEHL DESIGN fop o, Wc,. {j mop o. Mail I I p in connection j I 11 1 I copfedSOCIATE5 LLC. Na art thereof shah be i -2 I disclosed to others or used 22x4 To Plate `' �,� 7'_3" i with any work or project other than for which „{ ' Top I _1I I TW24310 3 00 I u7 they have been prepared without written consent. Exterior Sheathing (�—_ IE 1 I ! F i 1x wall Picnkin AREA f Sprinkler ADA I R-13 insulation g Q 1 1 P p L LI'Liil� I -2 D systemGa t t i �.9 i S 7 locker I Restaurant Area Rte' 2x4 Stud's 16"oc. I I I Cedar Shingle Raai ) r7 I`o j O Verify RPZ y /: I ( CCX Roof Sheathing Dimensions 1� 11-25-19 2x4 S1, 00 'i ; CGX ealhing i . I I 2x4 Sill 2x6 Rollers - 16"oc. I ' ' w 03-05-23 ! I i Match Floor Hei t R-300 Insuloiion �' $ ' 04-20-23 = r alter " x 0 I '� Reach-!n Reach-in W i 2x8 floo, Jaisis 2x8 Floo. Joists 2x8 Floor Joists qtr -1x6 R/S Cedar Fascia _F w FLow. cooler cooler Station 2x8 Box Beam , —R-30 Insulation R•-30 Insulation a"otch Oeding Hei t Motch Ceiling Height li { I I R-300 Insulation --1x6 R/S Cedar Soffit > 13 -1 (2')2x4 Top Plcte f ( I 2x4 Top P{oies 5he11 2x4 Top Plates 19'-2 " 4 Exterir Steolhino -- 1x Wall Planking 1 1 ! 1 Shelf 3068 Elev. of Floor in R-13 Insulation ! - o{ i in Utility Rm N, 'u;' Q COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. KITCHEN B TH F�C�a MI I hof to b h theSome of 1` ' ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED AREA l AREA 1I 1 2x4 Studs 16"oc. 2x4 Stud's 16 oc. A as the F . � 9 2x4 Stud's 16"oc. _.__ — vxoo the floor In the 1�0 �� �� �� UNDER FEDERAL COPYRIGHT LAW. I I i R-15 Insulation CounterR-15 Insulation RPz containment � __� PLANS MAY NOT BE REPRODUCED WITHOUT and the Slab outside T1 = o0 10 2x4 Stat I "I I the Door v>i K i t Ch e n 1°tea t BITTEN AUTHORIZATION. 2x4 sill ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Anchor Bc tfs 4" PC. Sob i I I Ca .et ,a E x i S t i n� id I 0) KEHL DESIGN ASSOCIATES ILC. 2x4 Si,i 2x4 Sll 03 DD 'w n. ' _ ► Utility Shed �' r ;; THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE n" clot, Foundation '� - - Ceiling Height Above the Floor is 97.75" 13' 1 , Bar Area x PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN ,6"x8” Conc. Flo. $" F o PROOF OF PURCHASE. j Min. 3'-0" BelowELt irwo Final Grade. Ni 75 Ristrs I WORK NOTES: L0 t 4 Tr ds 200 200 200 19 -2 " SH LVE N Amp Amp Amp 10- Panel Panel Panel ZHEL%ES SHE _ outside Wall Height Above the Floor !F118 - 0" IS S S E CT CROCROSS SECTION C F 00 co I �E OF NFty SCALE: 1/4"= 1'-0" I f"� SCALE: 1/4"= V-0" O L 11 _0 " y'-3g" { J � 31 -4�' EXiSTIhG EXTERIOR COt1STR;;CTION TO REMAIN G 1 WEST SIDE p 05-10gg ECEIVED FIRST FLOORPLAN UNIT' 35 JUN 2 6 2024 2x12 Rof',ers - 24"ar•.- - South d l 4" CDX Roo! 91 othnlg ------ SCALE: 1/4"=1'-0" Planning Board ice and water She4d-.,,------, ` ��.� �I GAF Ar&,itectuvf Raaf Shingles---- ft-38 InSul pion f '' ( !4- EX. 2x6 � @ !+8 C)C. 15'-�4 2z6 Exposed Sub Rafters - 24'oe. _ Soffit Exposed 2x6 Spruce Decking Ex_ AR31vM ;J -Ice and Wolrr tt,ieidQ ( outs; Wall Height Abovel} }-4' 104" � I Ilii II II II Il II II Acceptance of these drawings does not authorize the right to (2;2x4 Top Plate -1x6 AZfk Fancia�is I _,-1„ 3 „ T Floor is 77" II t I) ( I i III I II II II (I (I II build without the authorization of local governing agencies, such ,� r vide Simpson Hurricane i down. ----`� ° I I ► as Suffolk County Depk. of Health Sert4ces, Town Build'r,g 4' Exterior Sheoth;r,g P o p y ® { I II II II II ll Ii tx wsll Planking + OL Illi Departments, DEC, FEMA, etc. Verify all conditions, codes, and Si"s, Hcuse wrap or Euu;; 0 C.0 I 2X6 Rafters 16"oc. I Ilii II 11 ii 11 II () requirements with such agencies prior to construction, ....--Cedor `.icfirlg�'*y � II II v �_• I� � Ii I II! I II Ii iI II iI it 2x•i Stud's Woc - - I i PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH � II Ceiling Height I 1 i Ilii II it it II II II PROJECT: I THE 2020 BUILDING CODE OF NEW YORK STATE 'r _ V) __Above___I $ 111 I II ii iI € II II iI I --mthe FHoor�is 102I _-__- � - the Floor i8 102" I ) 1 BAR AND _ 3 �! II II L�1 i Q �, I 1 Io if II II !1 � II II it II II II Iv Illi Il II II iI II it SILVER RESTAURANT Al L if A11CRS ARE To H" c AREA i (2}t,"x 71"LVI.t'fil ESS I': II N 11 I ! I i Jill H v SII �iI X11 (IIl I1 ---- OTHET"Ala NOTED C14 , !' I Ilii Cl) SII SII SII X11 SII IIS- dil mil dI! fl X11 4° Ex!�ri;,C Shea; u g - ! � 511101 O T E rh C� o 0 a� , j lz wull r"inrirr, N tTE: PROVDOE Fi!i UfiLAKS ' oL all oil I 51 i Ilii II �U til SII SII �U ' as PER II 0 � 1 iI{ I !I II II II II II OU 00 00 2X6 Rafters 16"oe 2x4 stud`s 16 THE 2020 d I 11 v iii Q) Q) 0) (D BUILDING CODE of Q X11 1 I iP I II (0 oil ill U)II rail (nil 1135 SILVERMERE ROAD II @jll ° M I { I I cn cn cn cn cn v, R-13 Irmlolicti NEW YORK STATE N 1 { 11 L- II SD iI �- I I ill , II � 511 D!I SII X11 Z511 FGREENPORT NY 11944 x, >, >, >_ c, 1x4 S41 ( rxv � Q Ul � Q x }� ► i 1 2-x4 ACO Sill i o L (n a111 all 1 I} II H-- ►—II I--II 1--II ►--Ii Anchor B?ifs 4" PC. Shah Q �Il az �R �° 4 call " a ' I ill l Ilio (oil coil I poll poll toll r BOAT HOUSE 35 I �' N oo �iI y- �I! a p >✓il �- I ill I 11 X XII XII XII XII XII N ILII o ~II ~11 01 III I i N N N N N N SCTM # 1000-47-02--15 8" CIA'.;. F'oundaU<! O N Y �, 1 I Ili 1 II II II 11 II II toll toll SII I I iii i II II I! 11 II II Min.x �pni3elow X X X m M I l i Ili 1 II II II II Il it NII Nl! NII DRAWING TITLE: Finoi Grade. J ( o I o 11 (I ll �� Ilii 11 ll Ii 11 ll Il PRE-EXISTiN�.� II II N I° ►i„ H I► II II Il II FIRST FLOOR PLANS 1N II II li 2X6 Rafters 16"oc. (J 1 c N Ib-- IU ! 11 II II II 1} II C R 0 S , S E C IT %�� II II II 1 Ili ; II II 11 11 II II 3, „ AS NOTED _'_lei 1 I�� ----�-.�, 4— SCALE: 114"= V-0" - II II i! II! I 1 I Ilii II II I! it II II NOTES: Ceiling Height Above THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE II II =11 it II II it II iI DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS wll.BE II it II II l Ii II it Ii it 11 PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL U U O, ( rj FIELD CONDITIONS AIDC D:MEN`ilOtiS AND BE SO!EY RESPONSIBLE FOR FIELD ETT. THE DESIGN CRITERIA Il 11 II to I II DN ( () Il II Il it II DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR(MtMiSIONS DUE TO UNKNOWN OR n II 11 all S II I Ii II II II Ii II UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPEND COMMENTS NOT ii I {I II II it it Ii FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. APCLlCATiON BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE: CONSTRUCTED TO SAFELY SUPPORT outside Wa' 1i2"Above 11 II II Ii II 11 SEAL: DATE: ALL LOADSJNCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND - -` Mtne Floor 5 sa.5`�---tl SEISMIC LOADS AS PRFSCR13ED BY THE 2020 BUILDING CODE OF NEW YORK, THE CONSTRUCTION OF THE -- DECEMBER,14 2021 BUILDINGS AND STRUCTURE`.: IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM PROJECT NO: THAT PROVIDES A COMPLETE' LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM A_ � 1135-2022 THEIR POiNT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND 11 DRAWN BY: STRUCTURES CONSTRUCTED AS PRESCRIBED BY THE 2020 BUILDING CODE OF NEW YORK ARE DEEMED TO COMPLY WiTH THE REQUIREMENTS OF THIS SECTION. BOK ALTERNATE PROVISIONS: -6' -11"--- 5'-2" -5"-6 " CHECKED BY: AS AN ALTERNATIVE TO THE REQUIREMENTS IN THE 2020 BUILDING CODE OF NEW YORK, THE FOLLOWING 15'_ 4„ 36'-0 " 1,AN 1 VIA SHEET NJMi37R: STANDARDS ARE PERMITTED SUBJE T TO THE LIMITATIONS OF THE 'THIS CODE AND THE LIMITATIONS HEREIN. A101 WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY 51'-81" cyii pts t WITH THE 202.0 BUILDING CODE OF NEW YORK STATE. ; Exls,tinc Walls To Remaly onin9 poard Optional 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) ! SECONDFLOOR PLAN UNIT 3 5 UUE3 NUiv1E3C.3: OF ! New Walls 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWr"_LLiNGS (AISl-5230) _ __ SCALE: 1/4"= V-0" r -_ --- Wal 1 s ToBe Removed 0 KEHL"17ESIGN"ASSOClA7T3S,ur. 3. 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F li 3 i i :4 i Mu" TEL �: i (1it i I jl i I. i i: fi . I . i i J .: I :: . E . : I { I i k 1 �4 ( i� II . �: : ,r , 'i i! i I 'I i( I e .I I• r .i iE �f I !. !it ,, If ;; 1� j: ! I .11, i I I , 1! li1 II i j; :. : . ;1 ;� j I• ,, Ii 11 I: JF ,! 1t! , i :r ;z .Ii- ., - ., . 1i . i . , �: !� I -. *- ! i 11 is 1 }}:I , I, i 'j 1� iI '� i '' ,t �' , :I lI i' ( i 1 I, i1. I I I :1 II 7 i . i ��I _. i I ! I I ;i i, 4:iI I I: . . t 1 �. 1135 SILVERMERE ROAD i' i I i I ;i i' I! is i, i. w "'� 'X 1. I 'i l !I J I __ _: j 1 1. Ili I I I' !f f i• 1. ,, GREENPORT, NY 11944 ', is E ,, ,j t li II (; :I ( 1! iE f� _ ,3 .I if li I, ! - EI I - 1. Ir. �u� I -- - -__ __ BOAT HOUSE 35 SCTM # 1000-47-02-15 T ELEVATION E ELEVATION- -- GRAINING TITLE: ..) UU____ _ ___ _._____„ ELEVATIONS SCALE: 1/4"= V-0" SCALE: 1/4"= V-0" AS NOTED NOTES: f THESE PLANS ARE AN INSTRUMENT OF THE SERVICE. AND ARE THE PROPERTY OF PIE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS W1:,I,BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSICNS AND BE SOLEY RESPONSIBLE FOR FIEL^ FIT, THE --`_,---- -- ------•-_ _-_ DESIGN PROFESSIONAL ASSUMES NO LIAR'ITY FOR OMMISION; DUE TO UNKNOWN OR ri UNFORESEEN FIELD CONDITION'S AND OR A"DITiTIS BASED UPON COU".!F.NTS NOT DESIGN CRITER<A FORMALLY ACKNOWLEDrED AS REVISION TO THLSE PLANS. f�PFL CATiC.}N BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT T P01 LOADS,INCLUD!NG DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEAL_: aAf L: SEiSVIC LOADS AS PRESI:i?IBED BY THE 2020 BUiLDiNG CODE OF NEW YORK. THE CONSTRUCTION OF THE C1ECEbti?ER,t� 7Q2t P( 1LDIPGS AND STRt.1CTUFT.E`7 IN ACCORDANCE WITH TIE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM �'1�OJLCI N0: �� T�IA- PR^`,-` ?E> A C"OMP!..F_Ti_ LOAD PATH T1iAT IAEETS THE REQUIREMENTS FOR THE TRANSFER O� LOADS FROM 1135,-20,22 'HEIR f'Oi"�1 O1`= ORIGIN THROi�GH -THE LOAD-RI~SiSTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND "�.j��� �RAwN EKY: - T BIDK P'` . t TR�PI i l' A .",E', c E. N Received STR`�iCT IM S CONS'TRU u.TE;D A> RE ,CRIRFD BY HE 2.020 BUILDING CODE OF NEW YORK ARS ISM PF., f,,, H A'F S ,IN M( (-1' '+"dl T } iL F'k'O! li'tEi',AE'.N1 ; OF THIS SECTION. THE 2,020 R!iwiiN^ CODE f;^ NEVI Y Ri: S"A`E ____ CHECKED BY: At_TERN,'J'"' 1^ � VI-r'NS: 'JAN 1 X 2024 RFS AS AN A.: T( -:VE TO THE l,,'E U:REMENTS IN THE 2020 BUILDING CODE OF NEW YORK, THE FO-LOWING � �hLtri iv+�ME�LH: AL! IIEP, FRS ARE Tv BF DES! 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ICC' STANDARF)S ON THE DESI{1N AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PROOF OF PURCHASE.