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1000-31.-14-7
OFFICE LOCATION: riF S MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold, NY 11971 .� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 6, 2022 Re: LWRP Coastal Consistency Review for SOFIA ANTONIADIS SCTM# 1000-31-14-7 SOFIA ANTONIADIS requests an Administrative Permit to conduct construction activity within 100' from bulkhead for the addition to first floor and second floor of dwelling. Located: 12500 Main Road, East Marion. SCTM#: 1000-31-14-7 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney RECEIVE® Town of Southold J U L 612022 LWRP CONSISTENCY.ASSESSMENT FORM Sout o d Town Planning Board A. INSTRUCTIONS 1.. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action, :will be evaluated as to its significant benclicialana,advetse:effects.upwi the coastal area{whielrihchides'all of.SoutholaTowii) 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will 4 affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer n ust'be extilained in.+detail, ffit it both supporting and mon- :sup-portiriLy fa.ets. If an action cannot be certified as consistent with the LWRP y standards and conditions,it shall.not be undertaken. A copy of the LWRP is available in the following places: online at a Town of Southold's website (southoldtown.northfork.net), the Board of Trustees O e, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTIO SCTM# 1000 031 _ 14.00-007 PROJECT NAME MODERNIZE AND ADDITION OF KITCHEN AND MODERNIZE BEDROOMS,WINDOWS AND ROOF ON EXISTING DWELLING The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑� construction,planning activity,agency regulation,land transaction) �` (b) Financial assistance(e.g.grant,loan, subsidy) ; (c) Permit, approval,license,certification: Nature and extent of action: ADMINISTRATIVE PERMIT OR EXEMPTION OF PERMIT REQUESTED Location of action: 120FT LANDWARD OF TIDAL WATERS 12500 MAIN ROAD EAST MARION NY 11939 Site acreage: 1.69 Present land use: SINGLE FAMILY RESIDENCE Present zoning classification:. R40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: (c) Telephone number: Area Code( ) (d) Application number,if any:. A) l Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes F-1 No 0, If yes, which state or federal,agency'?. C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. .DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III--Policies; Page 2 for evaluation criteria. F]Yes F� No D Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWIIP Section III—Policies Pages 3 through 6 for evaluation criteria Yes E] No E Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWI& Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No a Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes .n No ❑Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife habitats and wetlands. See LWRP Section III—Policies; Pages.22 through 32 for evaluation criteria. 1 _o -a Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. F-1. Yes E] No F-xl Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes 0 No Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. 0 Y4D No 0 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III.—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No F] Not Applicable a Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural Iands in the Town of Southold. See LMW Section III — Policies; Pages 62 through 65 for evaluation criteria. Y ❑ Yes ,❑ No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes .❑_ No Q Not Applicable SOFIA ANTONIADIS PREPARED BY TITLE OWNER _DATE 6-I5-2022 1T�OB.Oa D1ns9r �- _„ x,40• .: ='rP'� ntt s,E.E ,ro Daz: l '-�• arc na " +: 'r {__. j ueuseJ;t -:1 ,-0t,;ya.. �j.. -A"R";:1•""'" ,'t,• __ye,. •..�1i }.;Yn'c sEE DEC.No ou BT �".r,-.:;�. ✓" '� °.? ,r„ toaeec - a xw is , OB iBA] E , Mdmi ..:. 1 . } ,s rn _` .,, •.MATCH UNE•,+ 1b 12 tAATLH`^ UNE �,)m`aao,eii 2JA IL9] ` l6,,vf- a1 4 .` 11.20 11 Z?. 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Q.LGu�E� Ldp I SoutholdTown •. - � O � I�oald ofrruste�s w LOCATION PLAN logs z 25'± to z SCALE: t" = 200' U 07012 z PURPOSE ATION OF °� �5'®�� i ¢ 1. RECONSTRUCTION AND STABILIZ i Lu 1100' STORM DAMAGED BULKHEAD. 1 0 PROPOSED WORK: j10 - a 1 . REPLACE APPROXIMATELY L-00' OF BULKHEAD AND f 2 18' WIDE NON—TUR 30' RETURN ON LANDWARD SIDE. MATERIALS DI BE z o BUFFER -CONSISTING TREATED LUMBER AND VINYL SHEETING, HOT DIP z OF STEPPING STONES PEBBLES :::: { GALVANIZED HARDWARE MEETING ASTM A-15.3. ND _ _ _ 135' : 20 2. REPLACE STAIRS TO BEACH WHICH WERE DAMAGED F,`I-\�� GF At :: '� BY STORM. 6, i\ ::Q7� Q REMOVE EXISTING 3 STONE TOE ARMOR TO CONSIST OF 1 -2 TON QUARRY OLD BEACH PILES FROM THIS AREA STONE OVER 50—.100 POUND CORE STONE ON BULKHEAD p�G Q`� FILTER CLOTH. , . , RETURN -'- 'I- :: Off' �' 1-2 TON QUARRY :_:.::�5•: - �� i 4. REPLACE EXISTING DECK ON LANDWARD SIDE A 18x24 O ++ Oa— STONE TOE ARMOR �.�PQG P�\- IN KIND IN PLACE WITH NON—TREATED 'WOOD AND (NP ) \\� i NATURAL STONE. 1 0000 : :..� O�P� 0 G \J O2- OWNER S O U T H W.E S T C 0 R N E R DETAIL ::.: .:_{ �e��S O �o� P�\l REMOVE ALL 3/12/09 CHANGES PER-REVIEW COMMENTS N.T.S. k Q\ F, - EXISTING LIGHTING SOFIA ANTONIADIS AND MARIA XEFOS " f'F F,C ��' �O FROM BULKHEAD, REV DATE DESCRIPTION O _-+ 0 0 �� �0 OAF, 12500 MAIN ROAD BULKHEAD REPLACEMENT WORK. o oo° S OS c>� O, EAST MARION, NY 11939 SOFIA ANTONIADIS AND MARIA XEFOS o; QUO��'� SCTM # 1000—.31 -14-7 12500 MAIN ROAD N� 45' �� EAST MARION, NY 11939 pM '` PREPARED .BY. IGOR... GUREVICH,, P.E. IGOR -GUREVICH, P.E. -1821 EAST 33rd STREET 234 PROVIDE SILT CONTROL BOOM PM\, O� BROOKLYN. NY FILE DURING CONSTRUCTION P LOT ' PLAN PLAN 1821 EAST 33rd STREET BROOKLYN, NY 1.1234 DATE: DRAWN D I-G, CAD FILE NAME B. SCALE: 1' = 40' SCALE:NONE CHECKED BY: I.G. i 4 . I GENERAL NOTES: SAFETY NOTES:RESIDENTIAL RENOVATION&CONSTRUCTION CONTRACTOR NOTES General Notes: 1. GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD,NEW YORK,2015 INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT.AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: wood: 1. All studs to be SPF$2 or better,and all other structural wood to be Douglas Fir#2 or better. 2. FIRE SAFELY: 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD.SUFFOLK COUNTY, NEW YORK,2015 A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A 7M7 MGN AINTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FlRE DEPARTMENT RULES AND REGULATIONS, 2. All structural wood shall be in accordance with the national design specifications for wood construction- latest edtion. A Oe-adB.LOCKED AREAIITLTTY COMPANY REQUIREMENTS,ANO THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code.2. C.ALLMATERWLS TO BE STORED IN MJ ORDERLY FASHION BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. D.BUILDINGS,OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS, ALL FLAMMABLE MATERWS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD. NEW YORK,AGENCIES a. All trusses shall be'shaped'as shown on architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Saf KNeeYak TIM EMnt ohrdSH6'Iknirend b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. 3' E.ALL FLAMMABLE MATERIALS 70 BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. MINOR DETAILS NOT USUALLY SHOWN SPECIFIED, THE REQUIRED FOR PROPER CONSERUCRON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss late Institute recommendations. rwow,Amtkesae. DAKA ac SHALL BE INCLUDED AS IF TINDICATED WERE NDICATED IN THE DRAWINGS. P F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS.4' 6. Plywood sheathing. • THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES,AND OWNER. � 9• G.ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. 5 be. All plywood shall be in accordance with the American Plywood Association(APA)specifications. CONTRACTOR,AT ALL TIMES,TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS,OR ANY FLAMMABLE These drawings and apaeif'iw0ons indudmg the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED b. Plywood sheathing shall be continuous over two or more spans with grain of face pip across supports Ideas,design and arrangements represented CONSTRUCTION AREA THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. thvein, the property of KEHL DESIGN REMOVAL TASKS,THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES,U.C.No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention)STP#2 or better. 3. OUST CONTROL: copred,dleelosed to others Or used In connecllon 6, with any work or project othor than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: S. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA they hero been prepared without written consent. PLUMBING,ELECTRICALS,ETC. a. Framing Lumber. OF(north)No.2 or better S.CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7, E 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS UCENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN THROUGH FV=95 PSI C.HEAVY DROP CLOTHS. 8. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS. Fb-825 PSI DEBRIS, DIRT,AN DUST TO BEA E CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS, a. Laminated Veneer Lumber(LVL): 9. E-1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv=285 PSI DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. FEE =2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS:BAM TO 6PM,MONDAY TO FRIDAY, 10. B.EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POEM OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. IFIL DESIGN AMMIAE.U.C.11. CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK TITHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR.VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES U.C.AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES U.C.NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR,SUBCONTRACTOR,BUILDER,TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 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. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED,AND WILL NOT CREATE DUST,DIRT,OR OTHER SUCH 12• INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES U.C. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TOR RESOLUTION. IN CONNECTION MEANS, METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES AND FOR ANY SAFETY TS PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13, IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL(UTILITY LINES WITH THIS AND RELATED SITE WORK,AND THE NEGUGENCE OF THE CONTRACTOR,SUBCONTRACTOR,TRADESMAN,OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPUES 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. THAT KEHL DESIGN ASSOCIATES U.C.SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. 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 REQUIRED TO ACOOMPUSH 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 THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE IF UNSATISFIED,THE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO,-THE CLIENT AGREES, CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY,OR RENDER SAFETY CONDITIONS FOR UFE AND PROPERTY AS ARE TO THE FULLEST EXTENT OF THE LAW,TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES,LLC.HARMLESS FROM ANY CLAIM, 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, LIABILITY OR COST INCLUDING REASONABLE ATTORNEYS FEES AND COSTS OF DEFENSE,FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS CONSTRUCTION SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODE 1 UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GRouuO WIND sEIswc sueJECT m DAMAGE FROM WINTER ICE soon RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT PROFESSIONAL SNOW DES(9N FROST UNE DESIGN UNDERLAY- FLOOD WIND E]0'OSURE LOAD SPEED m CATEGORY NFATHEPoNC DEPTH TERWTE DECAY TEPP. RENT REQUIRED HAURDS CATEGORY 25 Ibe/aqR 130(m h) C SEVERE 7-0' MODERATE To HEAVY SUCHT TO MCOERATE 11 degrees YFS 7g84/1B98 c NOTE:ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA TABLE 1607.1-VI..d MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS,L. UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESLRb'TIVE DESIGN AND MINIMUM CONCENTRATED UVE LOADS ALL STRUCTURES TO CONFORM WITH THE INTERNATIONAL RESDENRAL CODE OCCUPANCY OR USE UNIFORM CONCENTRATED SECTION 7609 WINO LOADS NOTE:ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(.)USE Arra OCCUPANCY CLASSI CCIJPI e) 2H RESIDENTIAL ONE T AND-TWO FAMILY DWELLINGS (Pe0 (P-,ie) 16 9.1.2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS. USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE' 10 W WAND-BORNE®R6 REGIO S GAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTrD WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS UNINHABITAS.ATTICS WITH LIMITED STORAGE'A k Y0 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1995 AND ASTM 1888 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY RESWENIW. R-3(SINGLE FAWLi) REFERENCED HEREIN rs FOULM EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE TYPE OF CONSTRUCTION(CHAPTER 6) HABITABLE AT QM AND SLEEPING AREASk 30 I.GLAZED OPENINGS LOCATED WITHIN 30 FEET(9144-)OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996. TIFF GROUP BALCONIES(EXTERIOR)AND DECKS (o) 40 2.GLAZED OPENINGS LOCATED MORE THAN 30 FEET(9144-)ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSLE TEST OF ASTM E less. NAILING NOTES: V e ALL OTHER AREAS 40 - EXGPnoN: ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2015 UNIFORM CODE SUPPLEMENT. RECANT AND TIRE AREA STARS NE-AND EXITS TWD-FAMILY DWELLINGS MAXIMUM 1.WOOD STRUCTURAL PAN EIS WITH A MINIMUM THICKNESS OF III&INCH(11.1mm)AND MAXIMUM PANAL SPAN OF B FEET(2435mm)SHALL BE PERMITTED FOR OPENING NO SUBSTITUTIONS PROTECTION IN BELONGS WITH A MEAN ROOF HEIGHT OF 33 FEET(10,058mm)OR HEIGHT FIRE AREA FOR S:1 INCH=25.4mm.1 SQUARE INCH=645.16 mm2,1 SQUARE FOOT=0.0829 ma LEW THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY.PANELS SHALL I POUND PER SQUARE FOOT a 0.0479 Idl/rrT 1 POUND=0.004448 MN, BE PRECUT 50 THAT THEY SHALL BE ATTACHED Z FRAMING G.PANELS SH THE All framing hardware shown on these plans, �►NTON IDIS HEIGHT.BUILDING. 1 POUND PER CUBIC FOOT=16 49/11' OPENING COU REO THE PRODUCT WITH THE GAZED OPENING ALL BE SHALL BE unless otherwise Indicated, Is Simpson Strong-Tie. Tie. THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REOUWED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED P g- THE HI LA THE AVERAGE CE OF UNLIMITED AREA a THE CONCENTRATED WHEEL.LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED.ATTACHMENT SHALL BE DESIGNED TO No substitutions are approved or authorized. THE HIGHEST ROOF SURFACE 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH =Tr' 'AS PER CRAFTER 5 OF THE 3 STORY THE PROVISIONS OF OSCE-7,WITH PERMANENTLY INSTALLED THE BUILDING I HARDWARE RESIDENCE RESmENT1AL CODE PER TABLE 5082 L UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE*MAXIMUM CLEAR HEIGHT TRENDED AND ANCHORS-7,NT COR ESCON-FD ST TILE BRAIDING T HARDWARE DUB t0 the relationships of framing hardware to UPDATED WITH THE 2016 BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES.CR WERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET(13,716mm)OR LESS WHERE the other components of the structure, any framing INTERNATIONAL WOE SUPPLEMENT. ARE NOT TWO ORAM RE N ASSUMED ENTRECTRUSSES NTH E CONFIGURATIONGHT CAPABLE OF INCHES IN WITH, (63./E).CISTERN ED IN ACCORDANCE WITH SECTION 16W.3.1 DOES NOT EXCEED 140 MPH hardware substitutions WILL render these plans OR GREATER,WTIHIN THE PLANE OF THE TRUSSESTHS UVE LOAD NEED NOT BE ASSUMED null and Vold, and Witt result In the Installer/contractor TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS 2.GLAZING IN RISK CATEGORY I BUILDINGS.INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and 12500 MAIN ROAD OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH.-I WITHOUT TOTAL RECANT FROM RIDGE TO GRADE M,_A• J.UNINHABITABLE ATTICS--STORA(ARE]HOSE WHERE THE CLEAR HEGHT BEIW@I PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED, performance of the entlre system. FAST MARION,NY,11938 THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER,OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3.GLAZING IN RISK CATEGORY 11.II OR IV BUILDINGS LOCATED OVER 50 FEET ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN MOTH,OR GREATER,WITHIN (18,288mm)ABOVE THE GROUND AND OVER 30 FEET(8144mm)ABOVE AGGREGATE LUMBER SPECIES AND GRADE PLANE CIF THE TRUSS SURFACE ROOFS LOCATED WITHN 1,500 FEET(458m)OF THE BUILDING SHALL BE THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF 771E JOISTS OR TRUSS PERMITTED TO BE UNPROTECTED' DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE ALL HOUSE FRAMING MATERIAL DOUGCS FIR-LARCH 02 AND BETTER BOTTOM CHORDS WHERE ALL OF THE FOLLOWING WAS AN ALTERNATIVE TO THE NOTIONS ARE MET: E I UNIFORM CODE SUPPLEMENT. INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE DRAWING TITLE: L THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL EER.DECK FRAMING MATERIAL CCA NC FIRE f2 AND BETTER BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE GENERAL NOTES NOT LESS THAN 30 INCHES M)THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WEND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 1.AF&PA WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2 INCHES VERTICAL TO 12 UMTS HORIZONTAL STRUCTUAL PANELS a,b,c,d 2AISl STANDARD FOR COLD-FORMED STEEL FRAMING- THE REMAINING PORTIONS OF THE JOSIS OR UBOTTOM CHORDS SHALL BE FASTENER SPACING(INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(ASIS-230) ETES AREAS OF STRUCTURE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT NT LIVE LOAD OF NOT LFA THAN 10 POUNDS PER SQUARE FOOT. FASTENER TWE IIR4 TINS AT M WREIE fT O X 091AND AA DE MONEY O THE EX CRAWL SPACE NA PULL-DOMATTIC SPACES PANEL SPAR 4 FEET<PANEL IS FEET<pANEI. 3.ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 OF3DHFfCLc9OAL*M V15 kM R&A HIRNaImF6 ILLS NEW BASMENT 1704 a R K.TO SU PORT HE MINIM B LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND DESIGNED S 4 FEET SPAN S 6 FEET SPAN 5 B FEET ( ) PRIMO 10 71E FUILIM DOM IF THE Lu CONRICIQS 9BLL VERIFY ALL EX.BASEMENT NA ROOMS N0.0 WOOD SCREW- fEl AAD�BO}D3 Off FIR GAON FIRRE NEEDRC mom a EX.FIRST FLOOR NA BASED ANCHOR MIH 2 16 10 8 NEW FIRST FLOOR 1764 eq.R INCH EMBEDMENT LENGTH LFII�FROM M�A� IM�IT It0OLNT11 DID ONfiD6IJD OR Am506 gA4D IF01 NIF1i6 NOT NA41T/llaWfD®AS 13M M I ESI RIM EK SECOND FLOOR NA NOTE ALL WNLRETE SMALL CONFORM TO THE STMNDARDS AS SET FORTH IN CHAPTER EE ODNCRETM NO.10 WOOD SCREW- ® -/ .. NEW SECOND FLOOR 1]04 eq.ft. OF THE INTERNATIONAL BUILDING CODE UPDATED WITH THE 2010 INTERNATIONAL WOE SEE MED ANCHOR WITH 2 16 12 B /V1 aY0/ NEW BALCONY NA INCH EMBEDMENT LENGTH JANUARY 20 2022 LOFT NA Y INCH DIANECHO WITH EW- BASED ANCHOR WITH 2 18 12 B PROJECT N0: ATTIC(HOUSE)(,) NA PRESCRIPTIVE DESIGN CRfiERIA REQUIRE1dINiSAS PER 20151NTFANAT'IONAI. INCL EMBEDMENT LENGTH ©GFLOORPL NS AM DESIGN AARE FRES,ITC 1113-2022 ATTIC H W b NA - ALL FR FED PIANS AND GHT LAW. ARE PROIECIED RawN BY- GARAGE NA RESIOENiIAI.CEDE UPDATED WITH THE 2018 PRERNATIONAL CODE SUPPLEMENT. [DR ;DD IRiDBt FEDERAL COPYRIGHT LAW. eDK ATnC(GARAGE)C,) NA NOTE:THE BUNTING THERMAL ENVELOPE FOR THIS BUNTING LEES OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE RTRWUfFD WITHOUT BONUS BOON NA OF TABLE N11021 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTIDN N1101.7 OF THE 2015 FOR S:1 Inch-25.4 mm.1 FOOT-304.8 mm.1 pond-4.448 N.1 mac pr hour 0.447 In/. 7 (/► CHECKED BY: INTERNATIONAL RESIDENTIAL COME UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. JUN 1 L�� � D�TI SCREENED PORCHES NA a.Thi.table la booed on 140 mph wind wp..d and a 45-foot mon roof hoighL SUNROON NA (SEE PAGE A102 FOR DETAILS). ALL PLANS AND DESIGNS ARE THE ME PROPERTY OF M uM b.Fu.tmr.shall be N.talled atopgp'*9 end.of the wood sbuetural poneL LOUD DESLitt A6i0DATE5,LLL.' EX.DECK 410• R Fasteners shall be located a In urn of 1 Mch ban the edge of the poeL THE IEQIT TO BUILD 09LY ONE STRUCTURE FROM TEEM EX.COVERED PORCHES 410 aq.R c.Anbore shall penetrate through the eArlor sell touring with an bcdment H/HS Is UCENSM D CLUSIVELY TO THE NO,RSH BRITTEN G 1 COVERED ENTRANCE NA length of 2 Inches mFnT um Into the budding frame.Festenee boll oo be 1-td ',M{. �,L PROOF OF PURCHASEPOO.HOUSE CABANA NA a minimum of Z1J Inches from the edge of concrete block r oonaete. SDutholdTon ACCESSORY STRUCTURE NA a Imre panel ra attached to mgsanry or ma ry suce,they shm be attathee ARxWtmw of these da4ngs dew not mUa¢e Me Eight to bald nThml nerig vI mtlonm Btent an pre,hauln9 a minMum uninE.t.wlthdrowol opocity Boats Of Tfus c" the mtha&atim of Mood gavmtng opcis;such as SuM Canty DOPE ut poen of Hedth Salm Tom Buldng DepatmmL;DEG FEMA,etc j (a)WITHOUT STORAGE _ th d�bms codes,and IeSnl'venmts with such agmen infer to O ffirlffiR(ASOCIA'18%Ie (b)WITH STORAGE SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION -7 oma a iASIFTdJt3 u�" ,— MTS20 LTS20 Re, m ro ro w` INIyT (135/,60) Bea REFE NTN.NR PnOwOE fll xG,oxr w N� GxLVG ��/FLAILS SMS LLL (1331 DBD) A 5 (13lk �ON 90E �RAFIrn SN B NOTE REFER TO SOIPSaN WOW CONSIR cnaN W TAM-UP WASHER p�[]� �[,� �(,p/�/t(�rPQ(f Hl ,a tree x-m e-m Teti 630 039 Ia6 -- 4 M P�INSTALLATION ROCEDURM NOTES AND MDERGN LI1�J1/41111I717.UD Na to bm e-aC 3ee3 a15 N.G eb A.H IsavN 1 mmnddeeyl"mmCip a-- AsipalNR Illa'N/8fE Ir"Sr mAw a3M ALIDWA9E UPLIFT 10AD5 V.) — umFN w C—L) Aw ,Exctx of BOLT w xam oven LEIIGIhI rc bar w Wom uaagn moE m /M*AL FO.BoLId75 Pl"(6111 4 31-M Na Ay L arc "AL LFTA tr r 2r r Sr vrA ws "9f1°aLs / sa9&kNTat HIM E4.+at ffirdm#101"NOM m lr UTA fa ,(• 1Y I6-Im I]m————— 11m — — 1w0 s K 65 S P 4 r410wbiAmdmesYa.Anis1,0ALAmdTa.UC ii5106nS ALLaiAME 1 1D�2.O5 yym4v. L AW ,m ,m„ c 11—draWi ge and apedficatlons tndudfn9 the (Ia5/160) par) (,m) LFTA LSTA21 Idea.,dnJgn d arrangements represented p therein,era the property of KOHLASSOE9(;rH Yme Ie lI-,m ,A-lm.,r SNe ,060 uo ,006 ;at,v. H6AS0 n Strona'Tle ,1;d.. ATOS,LLC No part thereof ehoa^I 6e cowpiu rimed to No there w used d e Uon Y work or ro ect other than for which DETAIL "IL" they have been prepared without written cwsenL LSTJO w ,2-Im 12-lm.,r ,,.. ]i5 T]0 n0 ;a arA` DETAII. "E" STU g`"- vu� emE muPlxn Nur IYFE a oaTEcvw Equal number of SIMPSON yea lb EC-Oi 10A0 rlatit R06 A(19/ RFI. specified nails In TAKE-UP WASHER c sls a5 amio i' each end Simpson Strong-Tie L1P1 5 J 515 fiLS 4 Je.in CS16 ARTJ'xl2 N 515 au e]o DETAIL, "II" W1NeAL OOmL9aN5 FASaWli6 A.UawA6tE lFll9a1 haNsu'Iai/SF)by) HaJ)aw XaOaH! 2 Yma a LfNa1H M a— VT. aTlEaam AT Ma6r CmE µ1Y1 Na a,c BmY N6� 58 • N B m aTSN ULT W wRIIUJ.19m LaL&A Ay,mr It6. tt aA Ir Y 2r y 3). ,y). �Ql Mlal RA6FD aT 0 EoaA ,a u 18' 2r 2r C L6' r ,S' P 2 r mso 1555 zass aces — zTJs 2]60 nose eon s I;s Yma m19J9a1s FA"NNFRS J.S A L CODE Nn V L TE ULL (Ix � PF( SPI 33• ]r Im.1r— ] ]35 1W9 ].w,,Z7 w OWFN9m3 iA51DLLRS NOTAL)ALm•AaE IEID>im LOAM CmE Yxa Nrr. • L NA65 Im (11S) (tea) LSFA2h 2O 1' 2h 8a3 12.5 1295 ]w 96 WORK NOTES-. No 'W I L5 FASRMRS 1roTu)AOnYABE IF]maH LOAa6 CWE No 1. • L xAes m (lar) Om) P6 - Simpson Strong-Tie - TU �'- usrA2l ,o2s ,Sm haw ]w eo yma T0�'v- 1 iASTEJJErs Al1aWAaF ToMoN IOAw NAa mac LUS46 SIMPSON TAKE-UP WASHER !� NOTFOR a a j TL w ort LLnctx (TarAU Omj (03/teo� 0a o N� HD2A `iONSTRUaiTI®N NOTE ALL HANGERS TO BE a5E0 N TI05 PRO.ECT CS,a TSO' 11' IB nEAx SPµ131' aa-ee 1235 1650 26' ] ARE D. AI TOP yaMTm UNLJSS ALL N010 yma utr9 s FAs,vmis CrN 8N M FAILURE TO S PLAN T PLYWTI TEN ALL NOZZA Na G wa N wB HEIJIDG �� "T. aP16T nam lm SNON 15 Roar 125 CLOG BY AUCFME PROFESSONAL MGINUTHa7QATI0N ta5fe Ie Ir 1 ,m ,aa CLT ,3]1165)1m led ,m 16a Im ,m �• ALL UABOJTiFS ON THE OONTRACfO`aN'P� DETAIL l USE UNLESS 5-196 e-Im CERTIFIED BY A Cam 1]S1 MOS 16m 11m0 26.5,]b b 122 fiJ521a_2 ,I Sr ad•2 DETAIL, "I" CNw- FASIelO6 URS" LABRAL amE µ7d1"2 COUPLER Nur PROFESSIONAL TU —a w IAllm Omar (iJ]/te0) RET. SIMPSON ENGINEER m RArI06 m PUIcs ro sTuos ba» (+sa) r, TAKE-UP WASHER Nw1aN 11 HSAtrx,r I-915j13' 1523 135 I35 Nay 010 Iw i¢A x,m651 s Tw al hw6.L T� SP4 ' SaC 6 TOS G.�,_ IOON,aA Cm0.EFI MHT ana"' "� MTS16 MTS16 SP4 LSTA21 SIMPSON II J" ANCHOR BOLTS HD2A T"c� 4p Strom Tle LSTA21 HUS210-2 • 5 ANTONIADIS M1E3 •a Fmnn L�jjp Slyxm Sbrorx.Tle DETAIL "A" _ RESIDENCE . p m mea aM.PF,^S,r�-n, m DETAIL "D" DETAIL "G" DETAIL "J" 12500 MAIN ROAD LFTA Simpson Strong-Tie ROD SYSTEM DETAIL "L" EAST MARION,NY,11939 LFTA LFTA Ridge Strapping NOTt; DRAINAGE dr ROOF RUNOFF NOTE AND CALCULATIONS DP LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHALT-1.0,ROOF- 1.0 • -,...waa =. ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES�COVERS 1'-0'DEEP POOL x 4'DIA==1258 cu.N.per wrUcol fL 1'-0'DEEP POOL x 6'DIA.=22.3—ft.per vertical fL SIMPSON WINDLOAD 1'-O"DEEP POOL x 8'DIA.=42.25 cu.ft.per vertical fL aa. 1'-0"DEEP POOL x 10'MA =68.4 cu.fL per vertical It CHARTS&CALCULATIONS ROOF AREA=3246 salft /STRONG-TIE DETAILS LTP4 m' v=a x R x c /ROOF DRAINAGE A=3246 sc CALCULATIONS AND LTP4 ^n==^ R=2'RAINFALL=.17 ft PLUMBING RISER DIAGRAM LTP4 C=COEFE=1.0 oTEs DETAIL "C" cm a Ia ' V=3246 x 1 x.166667=541 C.F. WIE RM AK M rUMM OF DE SIM AND NE X Bt aM IF DE .Sal tTriMM IM S/L IS AFM MM URNMO is u IL Simpson Strong-Tie PROE®TO EE RUM M OF DE UL CONRUCIM ZU 1867 ALL Floor-to-Floor Connections - - 541/42.25 VERTICAL Fr./FT=12.8 V.F. RIOMGM AMONDMWBEMUOPaWFOR MDff..RE _^ USE 4 g DIA POOL 4-0"DEEP=16 V.F. 00REDIPRYFMut ASSM 19114a1ir RR Iia ME is WSW OR () REmUWtDo mEa Asl+Dsu romxp w mmafor Ridge StrappingMOM AMM&W Detail 3 , LTP4 KID�ETAIL POOLS TO BE PLACED ON OPPOSE SIDE OF JANUARY 20 2022 _ HOUSE AND/OR LEADERS TO BE PIPED TO RaECT No: LTP4 = 1113-2022�,N BY'Strong-Tie � Ire _�""^"_` POOLS(1/2 OF THE ROOF TO DRAIN TO EACHFloor-to-Floor Connections ,m '�TEy NLN OF 20 FEET FROU SFPDC BDK ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE N.OF 10 FEET FROM FOUNDATION). NECKED BY: NO SUBSTITUTIONS PLUMBING RISER DIAGRAM ( NUM ALL framing hardware shown on these plans, �a unless otherwise Indicated, Is Simpson Strong-Tle. BE TRAFFIC BEARING IF LOCATED W AREA G� No substitutions are approved or authorized. J IS TO BE PRESENT. Due to the relationships of framing hardware to the other components of the structure, any framing pPrVaAmensabettltt}tdonmt"wtSiOvm.these plans A MULTIP POOL SYSTEM IS USED AROUND THE null and void, and will result In the Installer/contractor H USE THEN AL PROPORTIONS OF THE ROOF SHALL assuming responsiblUty for the design and B DIVEAIED 0 EACH POOL m ffi�t•A400R�x Soufrtatd T 7V Main Main Main House Finished Match Main 11"Finished Stone 21 House Finished 5� 2° 7r House Finished 7Y2,IHouse Finished -- Floor Height 1° Finished Stone �°Thinset or —Floor Height 9 W2 2— Floor Height 2x6 ACQ Sill 2° Floor Height X.DESIGN ASSOCIATES >x °Thinset or Approved Equal Approved Equal 3' 1'-3° 5°x1T8°Anchor6Cmivam���` Grade N N N N 8 Grade Bolts @ 32°oc. N N FaeAT,s �(6311 -0 Grade 6"Reinforced Slab Canc.G54�� soma xodrat nm E77a dn6R lanirwe1 Verticalr ab W 5 Rebor OIL W/#5 Rebar 12"oc 75.P.C. Slab W/#5 Rebar # #5 Vertical N 5° P.C. Slab W/#5 Rebar Each WayRebarach Way W/1.5 Rebar #5 Vertical 5" P.C. Slab W/#5 Rebar #5 Vertical @12"oc. Each Way W/1.5 @12"oc. Each Way W/1.5 These drawings and pacification ndadmg the @ 16°oc. ling Composite @ WEE. Rebar @12°oc. Each Wo W 1.5 Ideas,design and arrangements represented Rebar SB Wheeling Composite 58 Wheeling Composite Y / therein,oro the property of KF74 DESIGN #5 Horizontal Gauge W/G60 5 Horizontal @ 16"ac. SB Wheelin Com osite ASSOCIATE LLC No Part thereof shill be @ 16°oc. 1'-D° Deck-20 Gauge W/G60 Rebar # Deck-20 Gauge W/G60 9 P aapled,dlsdased to others a used m connection ly. Finish Rebar #5 Horizonte Deck-20 Gauge W G60 h any walk or Project other than far which #5 Horizontal Galy. Finish @ 16"oc. I Galy. Finish Rebor 1-Da 9 / they have been Prepared without written consent. Rebar @ 16"oc. 1'-6° -0° @ WOE. Goly. Finish @ 16°oc. DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" DETAIL "E" NOT FOR CONSTRUCTION USE UNLESS ty" Timberstrand a° Finished Flooring 14°Timberstrand Finished Flooring CERTIFIED BY Perimeter Board °SubFloor SubFloor PROFESSIONAL 7� —�— Match Main Perimeter Boar_ Match Main ENGINEER 2° _1 Match Main 4'Finished Flooring House Finished House Finished 2x6 ACQ Sill House Finished 14°Timberstrand W s" Perimeter Board Subnoor 7 Floor Height i Floor Height g x18° Anchor Floor Height - - 9 ° Bolts @ 32"oc. i 3° TJ1230 x 9j" @ 16"ac. TJ1230 x 9P @ 16,0c.a Finished Flooring �—-—— —Match Main 2x6 To Plate 2x4 To Plate - g x18 Anchor o House Finished 5"P.C. Slab W 5 Rebar 2x6 Kneewall 2x4 Kneewall 2x6 ACQ Box - 4 SubFioor Blts @ 32"oc. "' Floor Height /# 2x6 Shoe 5°P.C. Slab W/#5 Rebar- 02x4 Shoe Vertical 14x5Z"LUL Floor l_ 5 Vertical _� @12"oc. Each Way W/1.5 2x6 ACQ Sill @12°oc. Each Way W/1.5 2x4 ACQ Sill Rebar Joists @16"oc. Rebar ' TJI230 x 9" SB Wheeling Composite s° SB Wheeling Composite @ ebor 2x6 ACQ Sill @ 16°oc. @ 16°oc. Deck-20 Gauge W/G60 D x18°Anchor peck-20 Gauge W/G60 s°x18" Anchor 2x6 ACQ Sill Galy. Finish Bolts @ 32°oc. Bolts @ 32"oc. #5 Horizontal Galy. Finish #5 Horizontal "x Anchor Rebar 7. _ y x18°Anchor #5 Vertical 12°PC. Foundation #5 Vertical 12"PC. Foundation Rebar 1-0a Boltss @ 32°oc. Rebar Rebar @ 16°oc. @ 16"oc. 1'-0° Bolts @ 32"oc. 12° PC, Foundation 12°PC. Foundation @ 16"oc. @ 16 c. #5 Horizontal #5 Horizontal Rebar 1-0a Rebar 1 DETAIL "F" DETAIL "G" @ 16 DETAIL "H" @ 16"oc. DETAIL 111" 4°Zip Board Sheathing —---—————— ———— BlueSkin House Wrap or Equal Match Existing Siding(V.I.F. With Owner) 0 5/4% 6" Epi Decking Studs as Noted for Location �1—D'I f 2x 11erge Pitched Joi is Plates as Noted for Location Pitch 1/8" Per Foot^ S 2x Sleepers'— ANTONIADIS 14°x 9Z° LVL Floor Joists 16"ac. 9z°LVL Perimeter Beam RESIDENCE 2x6 ACQ Sill � (2)3/4" Layers of 12500 MAIN ROAD s°x18"Anchor Bolts @ 32"oc, P&T Exterior glue (3)1 3/4" x 11 7/8" t-4 EAST MARION,NY,99939 IF Rigid Insulation \_Center of Balcony LVL Flush Beam —Waterproofing Membrane Height of Ceiling Joists/ _ rP 9 Rafters at Center Point it to DFIAWING 1111L. 12° Poured Concrete Foundation be I and Pitch Down Tapered as Necessary ©OOPYPoIkIT 7072 xENL DESIGN ASSOaATE$LLC ALL FLOOR PUNS AND ELEVATORS ARE FOUNDATION PIAN #5 Horizontal Rebar 16°oc. at a rate of d°Per O Ft DETAIL "�" PROTECTED 111,1081 FEDERAL COPYRIGHT PUNS uAY NOT LE REWt00 RIDNXIi WHO E71 ADMaazenaL All RAMS AND DE oEscrs ARE ME solF PROPaaY of XOR DESILN ASSOMIES,LLG 111E RIGHT TO[MILD ONLY ONE STRUCNnE FROM THESE FLANS IS UOENSED EXCLUSIVELY TO TE MYER MAM WRIFTEN PROOF OF PURCHASE #5 Vertical Rebar 16"oc. NOTES, °Expansion Seal aA tmlcef local �nof �mde;sLrh o9does at authorize SIINaOrCan1180a�LLto buld ofHealUltlfthout the Sevicee,Tom�Tdrlbm � MM�rD=➢[MUM HRMNIEGBWXLBE'THE xsol vuL 3AL s u1len R>axi efidlQTmIR XL ff Vertical Rebar 16°oc. s� Y e REIDDX >o>��rmpr BE ME UIL ffRTMRLL MY AIL I=MME 5" PC. Slab w/6x6 #5 �Pts,ore,FFLltl etc Yerily d mndtaa miles and req eemmh nth sil ID➢mllnms Rm ROBOG D I IE R (MAM IE III rrz na agencies nor to construction. 01907 I'�1}1WLLL AS900S tl0 U781T iQi IM190b QE 10It00IJtll OR IRRM#10/#10 WWM. (36" Splice) FMUQiYAGamtm�is�M RRk&PD meFxsxar 2x2 Keyway w/PVC Water Stop Rao+DESIGN CRITERIA AS PER THE 2020 RESIDENT AL CODES OF NEW YORK STATE EAU UAIk, IDARD LICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE JANUARY 20.2022 aY #5 Rebar 12"oc. TED 1)SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS, PROJECT NO: ' DS,FLDOD LOADS,SNOW LOADS WIND LOADS AND SEISMIC LOADS AS !9 D BY THIS CODETHE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1113-2022 o (6) #5 Rebar LW. DANCE WTH THE PROMS ONS OF THIS CODE SHALL RESULT IN A SYSTEMDRAWN BY: 6 Mil Vapor Barrier MDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE BOK OF LOADSFROMTHDR PGNT OF ORIGIN THROUGH THE LOAD—RESISRNG NECKED Bt': 36°x12° Poured Concrete Footing ITO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS ' (6)#5 Rebar L.W. ED BYTHISCGDE ARE DEEMED TOCOMPLY WITH THE REQUIREMENTS OF (Min. 3'-0"Below Final Grade) try, 1 �Jj ^/ ON. NUMBEFe#5 Rebar 12"oa. JUN • • `022 LTERNATE PRONSONSA102 TERNATIVE TO THE REQUIREMENTSIN SECTION R301.1 THE FOLLOWING S AREPERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND__IIARONS'HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ®ETAIL "V" ANDARDS THE DF9GN SHALL COMPLY WTH THE BUILDING CODE OF Southold Tom STATEB08rd Of Trustees D FRAMED CONSTRUCTION MANUAL(WFCM) TAN FOR COLD—FORMED STEEL FRAMING—PRESCRIPTIVE METHOD G FOR ONE—AND TWO FAMILY DWELLINGS(AISI—S230) 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) -tr ©M'MINI 2072 iJ}6.DESON MMIATE$ILC.ALL FLOOR PLANS AND RUANtNS ARE PROTECTED DIMER FEDERAL COPIWGIT LAW.PLANS WLY NOT LE REPRODUCED MMIT _ _ _s INTIEN AIFRMTON.ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 7_ KEHL DE9(N AMIIATES,ILC.THE RIGHT TO BIND ONLY ONE SDHIME FROM NOSE PLANS 6 UGNSED DMMY TO THE BITTER,WITH WIiN1EN PROOF OF PIM01111M -0 31 S, Y-Y of bad er n ae draincle;s does not oulliffok Coe the right to Heid vWadhoul Me 110dinm _/` �I:I1LDi7l o 1�dd.1 A a—ary,ILC 01 loaf go5Tmilg ogmdel,rod as 91Ho&Canty DWt of Ncolih Wale;Tom BuOdilg �A em.roexaem�.�axma Depah ent%DEC.FEMA,etc Ye*dl mesons,codes,and requiemmts nth such -g-dM prior to 001*110 . taluATdt3 t�I�+tl�•� SaftKilawYatilm Eft Ishd519optaisr� R3D1 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE ' 11 I I I I I 1 rYVa,AT AuaCetllG.tum.lro A[Acd aaL Protide PC, I I :301.1 APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE Buttresx(Top I I CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS, of Buttress to be ROOF LOADS,FLOOD LOADS,SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS I I sne �U----------�---I Min.of 12'Below --'r I I PRESCRIBED BY THIS CODE.THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES Thasa drawings and yecificaUoincluding Na ' I I Flnal Grade). I I I IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM I Naos,design and artangan, represented therein, the Property of KEHL DESIGN THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE ASSOCIATES,LLC.No part thereof shill be TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING others v used In eonneetlon - / \ ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS i j with any work oroproject other than for which -------- pIH ------- PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF -- they have been prepared without written consent 4 ( THIS SECTION. /\t I I A3SOA1.1.1 ALTERNATE TO RE I AS AN ALTERNATIVE MI THE REQUIREMENTS W SECTION ROF T THE S CODE A _ +�(. ------- STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH CF�py,HO. rI�9, 0 0 0 r \/ a THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF I I I mm m �`'° NEW YORK STATE I I NOT FOR 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) II ® 9 I I CONSTRUCTION 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD I , cc FOR ONE-ANO TWO FAMILY DWELLINGS(AISI-S23D) I I USE UNLESS o T 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) II 1 I I _ � J = CERTIFIED BY A PROFESSIONAL I ENGINEER Ir I Provide Egress W10rTn oast Beam WIOe30$tqd Bevm wtOrY!Si^dJeam _ w I I Y,'mdowatLsraSml O1BS52nlentwmdaw I I — Retwmg C—wNd To Sggwl c — — — — — 1 --ME.Egre59 a Wall with Stop W o I I per NY Stals Code ii ® ® a I II w I -sIT 5-0( d-eIL' I r �ch� Basement i E)asting ---- CEILINGHEIGHT @1Y a I --- r..voe To SrypoH PmAte 4r m�Arm Basement m 2 _ Ca pme y T° eo�ml CEILQdG HEIGHi@a € z 0 , Mmc Bdl T S°PPe'I•Px �f �, fine Wdl Te 5°rys1 __-- d$ ----- --- §'1' �' (2)1 x Bd'LVL G'der l I=12'Pemxad Col® Pa I •Poe I Pre I a ,r�g�• 5 PS 9°E CJ 95•P.C. E B/ a Tp 5p 15�� mrDG FaA hl Y/ISSI G E°h"Y%L5Sa p `+,s I fdxdq fanpaih rn coed q Carymie E, ssBGaeFrS CEl1NG eo.FiB o21f't *LQGrrder I W re� # HEIGHT 3I 3I I 1 DuLsilr-ArY- 7rmgrs9e Ihdtrg ®Ir ge I v I--J L-- I� R 42'VAArm Tco EetTg Fu¢miail Existing Y II9es fY�ocm Fikm 4,p�'slat 4,4,1'11,1 yR 4,4,b'4ed eo,u,M/ T - '� Bor EAe B/ B°r fir B/ /-r tdrilr Bete Hole--f�l Basement --- Patio I tit r 1'Bos )dz',Ir Bme Siel Bene Te S;* SS c ' CE1UNG HEIGHT @ V I1 �Basementrirac.Eb W4 5� W — 15Pr>,amzo51 PZ sa e 1 g}_ I raB�T°srnPat ss tot EDT B/ts- G k.FrM t°° kiBg ! I 11-119 I Pro�eF�le-- ANTONIADIS I C-9,61 To S'Wort��erhw �� ^ ardL°�' RESIDENCE Dena onligq I a Te Dalmg 3 i BDm FBresa RaWnm9 _ of HAG 1r Pcmmnsl Pdvm I I I y', wiel steps m 7 a2; Ba DL i IN1Y State Code —_ -----�-- _' _P_ - :«P� e Y T 12500 MAIN ROAD We Vdl io SugM Provide Masonry7M a I —__—__—__—__—_ _ _—__— E awoaeoelbq Opening fo t �- EAST MARION NY 11939 4 I I I Anderson 16010-B I I I I I I Folding Door Provide Masonry II I �— II Opening for Andersen I . Protide PC. M I 1 I ButVess.(Top I .�} FY"-'oto°AR FOUNDATION PLAN of BuotV-'e to be f 12Below IR-1 Grade). JB••f id—�—T-mf • 36'-�6' • Y-bS -1'� OTFS M RAAFE AN M UDIT OF TIE SM Alm AIS 1H:FRHM IF THE_„• OW WPHFfMR*M SrAL B AFM HPTa AEMMIDIS M1 B: RROS M TO DE FLTIRT ESRNT OF IE LAX 11RBALIDS SL4L MY ALL 19O Wmins AIM NO BE SSD ILNUM RR FMD RL DE OW WFMX MILES AO 110M FOR MMSOS DE To MOM OR "ISE II FIELD MUM 0 IR A(QE06 IM IEOI W103 NOT rWA�D � ,�1 SEAL' AOOIOGFD®AS FEW ro11EFFl/.K i E JANUARY 20,2022 ( IL PROJECT N0: r e 1113-2D22 FOUNDATION PLAN DRAWN BY: F 1 7 2022 BOK L � CHECKED BY: BGV.E 1K' T-0' . N M SolrtholdToar' A103 Board of TrUs-'-.-- ®�D�9+J'OQAS�cs -s• -� FMDESIGN ASSOCIATES uc d-0• -S .{' y_Y nalvtlM 6 mmrdofewy,�cover T-e3G �-�m• -sill' -� FABmIA6 Pin"=(6711433-SOBI 3mhKIlawYat 11971 S.ffii65{@cptrPenel etllodpiAvetlxu ue. o•c.,orttiue Thanedrewinga and speciDwUons Nduding Ne Ideas,design d arrangements represented KEHL pled dlxlosedtto others orusedin In Deonneetlon ASSOCIATES,LLC.No port thereof ES bo N ' 1 ' ' 1 I wIN onY work or pro other Nml for which they haw been prepared without written consent TW IFomdoem TWM.N"IlhEha rw 11 o1 F-&W I i i In UoU UWrq FnUd Rmr i b Yctr6 u*j rnkAd Mm --- ------------ _ _ _ i I CONSTRUCTION USE UNLESS --- ------------ i I CERTIFIED BY A o 0 0 0 0 0 l ® m i PROFESSIONAL ENGINEER Is M.Nn FriM Rom i m Md 6 Dal"ng Fridd 11. Top d r deco $ ' m Alm.R.rddw Flmr I e m I m Vft 6drg r,&.d door I o z ----- ----------------------------------- ---- $ ;9 = I I �� a a o LL I 1 A» J I E>asting Basement I I b ' — I I I — v i �J L_J L_J L_J I I I I EE mu it o o I S P.G Sob M/Fi Re6o I JUN 1 7� 2022 - cm Ecr6lb,M/L5 on I E dstin ANT®NIA®IS Patio ;em 0 Fo o - -- - m i 9 I r� ndcl M.N. ' o I Basement (4- .huudm *��- Ah ��qF m ; i SoutholdTown RESIDENCE Board of Trustees 12500 MAIN ROA® N r,d�m I I EAST MARION,NY,11939 TOP to Al'a ul,rlrTmm In Ydd&mlmg rhmee Emu -------------------------------------------J I I DRAWING TITLE. - --------- ---- ---- - ' ' ©CMGHTNIi21DHLDMGNA=ALESUtA,FLODRPIABSANDEIEYAIIDNSARE FOUNDATION REFLECTIVE PROIECIED UNDER ETDERAL CCPYWOHT LAW.PLMS MAY NDT BE R I'MCM YMM ---- YdaM AUTH01011DN.a BANS AND DE.SONS ARE THE SM PROPERII'OF CEILING PLAN I I IQHL DMM MMTES,Ill:THE RITNT TO BUdD DRY QZ SIRUCMTE IIN THM psi 6enood I ' I PIS IlMM F aMMY TO THE BUYR YAM YAGM PRDDF DF P1ROKE I I I l Pamela Bbd , LUS I I OTES Ameptmce of these dmaiogs does not authorize the right to hold vHhml the mihotimRm MY Rua IRE M FSPI R ff 11E SER a W Aff X FOUTY B( ➢E Of loos gonmilg egmdes,Mrh 03 SAOR County DCPL of Health Se ices,Ton Nutdng x=0 M MEL UM*IOSE MSIX s OF AX C NRAl18 Z Mll ff PR0�1lmn TO LE EIRIFSI "I ff DE UT t9951if F R M TURFY ALL i i i I ogm=prior OEC,cm*eta. Yeify all mndNms,codes,and requuanenLS nth mrA O l FRwo AVI OAOmaS NO a SIFT 6wG FORMDm.INE I , agmdes prior th 0mstn1a6m. DM FI�iMD C AM Ra 11 AM Fw arms aE ID a 101 at 1 Ilaad3➢I Icon @a1D6 FAD IR IIDIEOa BA4D IPfN LaYN15 xAT R1.1 QISIGIN-1-111 AS PE�THE 2020 RESIDENTIAL CODES OF NEW YORK STATE I0150,2 AD"'I"o AS IBM N MM FIRM DATE. R301.1 APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE JANUARY 20,2D22 �SFTLR ATS TD FLOOSAFELY OADS,SNOW LOADS NAND INCLUDING LOADDS AND SEISMIC�LOADS AS LOADS.UVE PROTECT NO: PRESCRIBED BY THIS CODE.THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1113-2022 T ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT INA SYSTEM DRAWN W.1{Ii -AI ^li THAT PROVIDES A COMPLETE LOAD PATH TBDK TRANTHAT MEETS THE REQUIREMENTS FOR THE SFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING CHECKED BY: ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS d-p 71'n PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF -11' THIS SECTION. NUMBER: 8301.1.1 ALTERNATE TO TH RE �^®� AS AN RDS ARE PE MI THE REQUIREMENTS TO SIN SECTION ROF T THE FOLLOWING '1r FOUNDATION REFLECTIVE CEILING PLANNS STANDARDS ARE PERMITTED W SUBJECT TO THE UMI IS U OF THE ONES CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIG14 SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE DOB NUMBEfL I O 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(W'FCM) 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISI-5230) 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) (mr•7r E4hme1 Pie. Mr.7r Wend Ree l:nr,9r m He& (err,7r 4—Rd s (Ir.Of LH=-:::j (a)tr.7r EnSmeaal Ide (!)i5 9'Sled W E)brior of fGtchen Interior of Kdchen Exterior of IGtchen Interior of MchenFFaMM7 MDESIGN ASSOCI bleb,r Cox Red* walr r Cox SA.Uiv Tde.r On:gown tmsTa r Cox� nsawma.mmudldotlai.ffizSkb&g-IHoaeIV EIaF{mI lbw RT Qgem Bis9 nu,tem nma umm D clog sfi9 pDE w�a e Baet�S P�ld7gA3-S�{ It.7?wasnrd See, It.7r Dg'—d See, Ir,7r Nbael sees SaBald NLwYod:11971 ENab sd16S§#WkWd . I I I I I It.7r 11ftsal W. It.7r Eng seal brie ,r.ada�A.oaJiauc. oA.Amtivltue I I I I 1 I I I I I I Wall DETAIL "A" Wall DETAIL "B" ,hese drawings and speURw=including the Ideas,desagn d arrangements represented 105 ASSOCIATES,LLC.PN erty,of KE71L DESIGN +. Part thereof.hall be 1 eapted,dlselosed to othersused In eonnee0on Ith any work or project other than for which they haw been prepared without written eonsent. ' (z),r,1r bgkoow Rale Line of E)dsting Line of FF,dsting / (2nr•7)l Pd. House Perimeter House Perimeter 8•_3•X 5•_,• , ' /' / "r�'r LV Nmea (2rr.7r 1ilg—Rda 11'-9•%B'-0' Fwc,2aa0 Extedor of -----------------�--------�--` �%' •- _ ---------- /i NOTFOR '/ —� y (2nri 7r Figiu�Pmle CONSTRUCTION LVL I 0 L Lri„� Famil Room EeaarInterior of USE UNLESS -----------------�- ----- ---- �� -------- — Ba3aNam0paEpd '� Family Room IY CERTIFIED BY A Line of Bdsting �___ - = —_-- �? Line of FF,tistin �h ' e was r tW qhs PROFESSIONAL '= 13 Yd 11J• g t. tr.N Frgcwnd Shy House Perimeter 1 6 t ;f ;; i i g House Perimeter _ ENGINEER nct `;� -- -��- _i i i i I i� ^aa ---- ------ T--- OW ! o !ow I ��$ ------- Wall DETAIL "C" ry n - Mchen ----------W F.12,01 Line 'sting House Perimeter 5 Line of F.tdsting House Perimeter --- --- J8'— — — — — ----------- — —I (2)1 3/4i 11 7/8 LVL W(1)1/2'SB.FL MTE ----- (2)1 3/4X 11 7/B•LVL W(1)1/2'sn.FL PATE --� Line of BMIng rellzer 7F 7v �w (( l House Perimeter m i i E)ddng House � Yom• -fur -�1 e_m' -1 ��� �� Q� g� yPanhy ;i i i i a Existing C i Line of Existing House Perimeter b -----.----------------D-0--- ma.�� ii Dinin ow 4ii ll� Room ------ --- L— iii ii i LjneofE)dsting — ---- Line of New i . Mouse Perimeter mi i i i i Patio Perimeter ung p U o � --------- ----- - ------- n Room l ( L neof � _ it +—t,'ant o��c xr P:D l - -Paao-- {- ----- Family Room E)ddng ANTONIADIS l Patio a1 i Meda S1 l Line of E)dsting House Perimeter --------= ----- �- --=--- - _ ,,_ '�� s Room RESIDENCE =l - l i 12500 MAIN ROAD neof New 1;g — EAST MARION,NY,11839 -- --- � -- ath b E)ddng House Existing House l ouser #2 F ------------------ ------------------ - IS,Header v Line of Existing House Perimeter . 3,m.,rr 'tx '� 31ami laid a,wed Q OOP'MMT 7D X01.DMGN MMAIFS,I1G ALL FLOOR PUNS ANO ELEVATIONS ARE ---- — t a,. — Line of New PROUD U DER FEDEWL OO F(W LAX PUNS MAY NOT DE R9=0 VW WT FIRST FLOOR PLAN ------- --- III I I I E nE FROPM OF Andersen 16010-8 Folding Door M31BW 7MI027 TMI027 1W210a10 House Perimeter NFHI pmR!ASSOOATEs UL.DFWEN ANUMON.AL E RiCHTAND DTO WU ONLIS ME Y ONE STRUVX FROM THE¢ ; ; PLpS 15 LIMSED MLGRY TO THE BUYER,SUN MRIEN PROOF OF PUROIAg. Line of N Line of New Lina of Ne NOTES. IIII I House Perimeter I Aaeptonce of Ihme drarjngs does not mdhm¢e the right to buid sithout the atl o®Um DM RAS AE AN 160"ff TIE MUM AND ARE TE IRMIY O THE Patio Per I I I House Perimeter I I oESG1 PoO15SaluL Riff ME 6 W WD li ffiD TOSIDT07f6 It HE �• 1 +,'�- I I I of toed 9overnmg Ogeldes,such as Saft Cady Dept.of Hedth Sevici%Tom Building fg03=W 11E RILIM MINT T DE ul MNUUM=Hist R Departnuft;DEC FEMq eta VeRy dl and�Uae,codes,and regemff&"111 aaY 010 tU®IDI5 AXI 110W6 AND BE 9fY 13MM RR MO RL INE _xa open. pda'to mishudial. CM IMMUM A5900S 10 LV30 SR IIIAM DE TO IN"OR I I 1 I I I 1 I r'^T r•-v FL,� ' ,10O0.REN BEID @0006 AD M ADEDIS BAB lPoN GIM005 NW RIWILY AWIOREM As FEW ill 11M RAL& AS PER THE 2020 RESIDENTIAL U 1 R3 UCPTD TO SAFELYnSUPPONGS RTDALL LOADS,�INCLUDING DEAD OAD%,AND PARTS THEREOF LYE LOADS ALL BE JANUARY N 20.2022 GADS,FLOOD LOADS,SNOW LOADS HIND LOADS AND SEISMIC LOADS AS PROJECT NO: WN Elf. J UN 17 -_u IBm BY THIS CODE.THEPROVISIONS CONSTRUCTION THIS O THE BUILDINGS AND DE SHALL RESULT IN A SYSTEM RES 1113-2022 [�lJr�LJ THAT ROVIDES A COMPLETE LOAD PATHFTHAT MEETS THE REQUIREMENTS FOR��THE 0� TRAN OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING BOK 0-0• NO-yr ELEM TS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS CHECKED BY: PRES IBM BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF RS - 1FOS CTION. .. M NUMB • Sau".101dTOV,m R301.1 ALTERNATE PROMSIONS FIRST FLOOR PLAN A6 ALTERNATIVE MI THE REQUIREMENTS IN SECTION R3F T THE FOLLOW NG A105 'ilii lTS s,l1i i>•. STAND S ARE PERMITTED SUBJECT TO THE UMI DNS OF THE THIS CODE AND �`,,;,= ^— MITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WIN THESE STANDARDS THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE D0B NUMBER: I Of 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE ME-MOD C�llf�Ta4�ti.�ae FOR ONE-AND TWO FAMILY DWELLINGS,(AISI-S230) , 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) �MDESIGN ASSOCIATES im m99anm,mrtmdol6 f,,,m,vAb9 r Faba11A5 PkM(6111437-soar Od y. d SaItfIDldNewYah 11911 OMOt 9h16SIDoptakwat �'' -� mo.sm�A�auc• oACAw.azsuc Thw ft—En . I I Id s,II I?;and We gements repre9entede 1 , I therein, tha property of KENL DESIGN ASSOCIATES,LLC.No l I I port thereof shall to l - I copied, y work to project d n or hTth I theymy work or protect other than for which they haw been prepared without written eonsenL 1 I I I I I I I I 1 I I I I I l I I I , ----,- -T------ NOT FOR CONSTRUCTION ---- USE UNLESS ------------- CERTIFIED BY A II11 A. ;; I PROFESSIONAL I t vEMwc I' vwn"G I 'tNwG I vElnmG ENGINEER AY I 2-m �c �c• � -�L' �k• 1WORK NDTM' _ FNG6080 3'S.N. BS FWGti0B0— I — — -----------------------—————————— -1I ]1g491/Y 31/h91/7 FtiStng Second Floor Wall �I I . r-psi i 8 `� I ---- �m r uE �• 'f 31I i I M 81i il� I b - - Loft mTrTE il r § Master 'sli i y l 1�iI I v x ---- Masher s 'IDN iI I ` d ^ Bedroomo 2BI —J ANTONIADIS ® ' 2863 i , ANII ;i 01 , ® 11 11 I JUN 17 2022 RESIDENCE i i I I I I 12500 MAIN ROAD lotdTOM EAST MARION,MY,11939 W/l---- r "� Closet Board ofTnlstees o � i i — -�• �d i w t Bath —1---- ------Existing Second Floor Wall—————————— ]I ]lm 7 3*m. a— SECOND FLOOR PLAN IM Q COPYRIGHT 2XI 101 DESIGN ASSMTES,LLC.ALL FLOOR PUNS AND MAIMS ARE .....---�JJlll I 81aM AUIHOfdW AND RFSWS ARE THE SOLE PROPOW OF YdOiWT 1W210510 1WT10510 7W210510 mmHg 1W210510 mID5IG TW210510 TW210510 I -- 3sM KOHL DEEM ASSOMTES UG THE RIGHT TO OM ONLY ONE SIRUMK FROM THU PLANS IS LI EFISID EIIDDSRY 10 THE AUYtR,YAM MdI1EN PROOF OF FURDILff DIES: Aa3ptMCC Of L'e d mhgs does rot m O Orbe Ne Iifit to buld wDhwt the mO aaDSm IEEZ RM6 ARE M ff FE RROS Am AIE TIE RA�RR ff TE Of lord gD-DiFig Dgmde],mdl m Su09RR Canty DQIL of HmM Sordce%Tom Suldn9 OmOI PRMWLA1 IHISE 7AL B MIXED 1BE111.ffMMON6 KLL BE I I l 1 PRaIQ1OD 1011E FlA1F5T DDDIT ff lIE IAl DOIIRIDI05 BWL NF3Y AIL I i i I 1 1 1 OeporhnmLq DEC;FL1Ati etc YerHy dl mndDons,mde,and fagu'venlmts w111 md1 IED IDUM MG MIDW6 AHI HE BILI MIN90E FIR FOLD RL XE I ogendts pdor to mn]bud n DEM POTL M k%M O0 LMff FOR 01906 RE TO DIMN m OOOm RBD mum AHI m AOm@6 am IFm mim HED 8301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL G00 OF NEW YORK M TC RIVW ADVO=AS MOM IO TIFF RM6. I R301.1 APPUCA71ON BUILDINGS AND STRUCTURES.AND PARTS THEREOF SHALL BE JANUARf 20 2022 1 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING OEAO LOADS UYE LOADS, PROJECT N0: ROOF LOADS.FLOOD LOADS,SNOW LOADS.WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS COOS THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1113-2022 1 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN gy; - TRANSFER OTH AT PROVIDES LOADS FROMM THEIR POILOAD NT OFAORIGINTTHROUGH THE LOAD-RESISTINGTS THE REQUIREMENTS FOR E BDK d _1r ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS NECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY VAIN THE REQUIREMENTS OF RB —fr THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION 8301.1 THE FOLLOWING A107 STANDARDS ARE PERMITTED SUBTHE JECT TO UMITATIDNS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGNEERED DESIGN IS USED IN-CONJUNCTION WITH SECOND FLOOR PLAN THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF TNEWHE YORK STATE 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) um I or 2)ASI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISI-5230) �L�r11�$1•A�OA'®,� 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) F�M5(M7ATPS,ucwP,.mv.en, PO.Ba1d15 pMna�ragt,T-smF SoAhad lWYClt 117A FM*ahrd5l@Cp!ailenel reN aefpnAexhlm IIC.raamv D ACAvade+n ha: These drawings and syacigations Including the Ideas,design d arrangements represented therein, re the property of KFHL DESIGN ASSOCIATES,LLC.No part thereof shill be roped,disclosed tD olhus Or used In conneetlon with any work or project other than fowhich they have been prepared without written consent NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER 111 lilt 11 lilt Ill DIll 111 1)111 lilt 11 111111 It y 11 I lilt 11 Ill]1 11111 IIITlI 111111 lilt FM27 - - It 11 lilt 11]Ill it lilt[]11IT11 I 111'11 11 rr ® ® ® ECEI � E TW2 052 7W2105 11Y11032 TW21052 1W2,G52 ® ® TW21D52 D IIUUIIUUII I]Lill U 111111 1 Hill It I Ill It I I, It It lilt 11 lilt It Ill]IrfTyri U'll 1111 lilt 11 Ill 11 lilt 16 Ill Illit 11 JUN 1 7 2022 Ill 11 till 11 1 11 ILULI 11 tilt 11 M2,0510 N210.510A14,1114 ly.4 d Iit...Y ® ® ® SmMoIdTom 2T lIl Board of Trustees 318648iiii I illi 11 liffiliffRM App pry, 6-B mg ANTONIADIS RESIDENCE NORTH ELEVATION 12500 MAIN ROAD SCALr=1W 1'4r EAST MARION,NY,11939 ©COPYRIDIT 2021 INHL DESIGN ASSOCIATES,LLC.ALL FLOOR PLANS AND EE9ADONs ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW.PIANS MAY NOT BE REPRODUCED WIIFIOUT ELEVATIONS AUTHOLG7ARON.ALL PIANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHI DESIM ASSOCIATE$ILC THE RIGHT TO OLIIID ONLY CTE STRUCIIRTE FROM TIS AS NOTED PIANS IS LICENSED EXCIDSVELY TO THE BUYER,WITH WRITTEN PROOF OF PURCHASE. OTES: Acuplance of these dmhhmgs does not authorize the right to build withat the mUlorfm on TIN RAM ARE RI 16111111017 ff THE S MCE AVID AM TIE TflOETiIY OF THE Of lord gavalung ogmde%such Cs SuNo&County Dept of Health Satices,Tom BuOdmg DE901 PREIRSW N WIM SEAL B WW IE M URNM ENIS n0.BE Depmtmady DEC,FEIK etc. Yaify m anndOfans,cedes,and rcyuoealalts nTh such I1dYOIND TO 1!E MUM DOOR OF TIE UE MUM=SLVL ICY ALL RED CMW AWN O EN97S ANI EE SM 930M FOR IED FR THE aganceS prior to[DlStriICODL D XII TWDTESWEDL ASM NO UASIIIY FIR GUM Dk.10 DOOM OR NESSE 1 FIELD @dtM RD Ot MOI S EW UPON NBENIS NOT fEYBW 8301 DESIGN CRITERIA AS PER THE 2020 RESIOENTIA ODES OF NEW YORK ATA FU WIY AWIDMWCn AS TO WE Rub R301.1 APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE JANUPNY 20,2022 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS, PROJECT NO: ROOF LOADS TO LOADS,SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1113-2022 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN B1: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF RS THIS SECTION. KEET NUMBER: R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING JEAL/� o STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2)MSI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISI-5230) M=-ASSCICEMhm 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) 7 .DESIGN ASSOMTES,uc oedonnvl 6 ammwtlolduQT.-1. PO.BaIG5 *K(631)433-M Solift exYat 11971 BMoi zbnL 6rplmlnemt r vomionAmaanuc. •cAman.uc &USE OF DOCUMENT&' These drawings and spa.ifi..U...Tnduding the Ideas,design and arrangements represented therein,are the property of KEHL DESIGN ASSOCIATES,LLC.No part thereof shall to copled,disclosed to others used in connectlon with any work or protect other than for which they have been prepared without written consent NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL, ENGINEER WORK NOTES: I It 111 11 1111 It 11 IT 11 1111 11 11 IT 11 11 IT It Mill 11 IT 1)11[TIT 111 111 116 11 It I 1 11 11 4 PH HY 11 I'll III III 1 111111 lyll Jill 11111 111 lilt 1111 lit "!U�"offiff 111111111111�11111 lilt 11 111111 11111, 11111-111 1 111111 111111 111,11 111111 Jill 11 I'll 11 IT 11111,"HIT ml Im.I lilt I LLILI I Mu MFIFI Fn M IT I I IT 0000 H11111 INI, 11�llpg4l 11 It 111111r INANIIIN 11 It III JUN 1 7 2022 `f gpWtoid own Board of T step_ 08 ®_ ANT®NIADIS RESIDENCE SOUTH ELEVATION 12500 MAIN ROAD Bcvr 1A4•=nIr EAST MARION,NY,11939 ©COPYRIGHT 2071 KEHL DMGN ASSOOATES LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECIM UNDIR FEDERAL COPYRIGHT UW.PIANS NAY NOT BE ORMO WITHOUT ELEVATIONS MUM AUTHMZARGL ALL PUNS AND DESIGNS ARE THE SOLE PROPERTY OF IQ30.DESIGN ASSDGATES,=THE RIGHT M BLU QALY ONE SIRUCNRE IRGI MY AS NOTED PUNS IS LICENSED EXOSI:VELY 10 THE BUYER,WITH WF5TIEN PROOF OF PURCHAZ NOTES: Amgimm of these dravmgs does not aulha¢e the right to bold without the mthaPmtim Da Rus a Av MMIE T IF BE MUM MID APE TIE PRIM OF TIE of locd governor mde%such as Suffolk Cant Dept of Health Setices,Tam Ullin DEM PRW=l 1 NM SIX IS M=FBM NWGBT0 ST.BE 9a9 Y W 9 PMWO TO LIE 11010 WDIT OF TIE Utt mKIRAM SUR V91Y ALL Oeporhnml$OEC,FRIA,eta Verify all condBms,codes,and rery6emmts hill Suri, IEW CDM=AID IIEOBQS ARI EE Mg ILPMM to win RC IE agmdes prior is croshucum DMPRMESOUL AWO RD Waco RR OYSMB DE TO MM m ViRM 1 IE1e LDUIDS A`0 OT AIIWRD6 E4411 Wall calla is NOT FRVITT AOa mall®As RDmI w 116E FURS R301 DESIGN CRIJMIA AS PER THE 2020 RESIDENTIAL NEW YORK STATE R301.1 APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE JANUARY 20 2022 CONSTRUCTED TO SAFELY SUPPORT ALL LOAD%INCLUDING DEAD LOADS,LIVE LOADS, PROJECT NO: ROOF LOADS,FLOOD LOADS,SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1113-2022 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION.BULLRINGS AND STRUCTURES CONSTRUCTED AS CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF RR THIS SECTION. SHEET NUMBER: AS AN.1 ALTERNATE PROVISIONS / SOL AS AN ALTERNATIVE PTO ERMITTED REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTSUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION 1M7H THESESTANDARDS THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE DO LIMB O 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2)AISI STANDARD FOR COLD—FORMED STEEL FRAMING—PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS(AIS—S230) ffifrll�RN•AQOWlB,ct 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(ICC400) FIM7 ILDPSIGN ASSOCadeanrN A eoem gilded..c P0.85110 *W 1631)43-9881 SmUnld,He'WYdt 11971 C•Ala?.'ad'S.AB�imSenet RNIaeYmeAorrYYa LLa.hnnvlra ARA�es TIG OWNERSHIP&USE Or uucum�iS,- These drowings and specificatl..inaading the Ideas,dedgn and arrangements represented therein,are the property of KEHL DESIGN ASSOCIATES,LLC.No part thereof of shall be mpled.dlsdosed to otheor used In___tIm with any work or project other than for which they have been prepared without written consent Irdr LW Ri* NOT FOR 2/rdp P4 9161oe CONSTRUCTION rP�r rr�Y USE UNLESS r2/ 2d Shwghak CERTIFIED BY A / Rig Spg leslalhn Rig SM bod PROFESSIONAL 26 JS*a IF. 1.1 2R hi' ,bhb 916 x (2)26 ITP �• ENGINEER 24 Wtr M- Unfi/Ln,diis,hed fl-0.Y R-49 SM hALY mdW. a$ a ys, R-49 Spay MkIin -0• ?d Studs 916•x r 1 I 2T-lo• -Z r Fnpheeed SOS. }II� ' •- TJ123D X 9 1/2.O 16".. , ZR-3D I MW 7 I Loft ark 43r LVL Reap caehv w d IG mud 9r DL Reays./r Rp°°d 3r sr LYL ihade }rygr Lri R.I. ' 70•x95 SIfg61s 210 Rd.0IV. _�. k %-, 11 §r Frad TIED -O3r r EDS Rml M fti; * r FA9haed Saw �3a,� la®d Wda SSidd lfty r,a Fgwl .ti-iert�•-11r m SSloafirg Sean IIeId AW --�11 R 4i TJ1230 X 16.O16•oe. W16.4O eOy ,mMs 916'ac 1 � Id Auk Nab _ 3rd4•LYL re ===11 Ir— —X112)26 rW PIde 1r:11r LVL Taped Rig Sp 16•Rndd Atd S091uio;Cdr ---- II I I I II II II (2prnrBgnadRac Powder II II I II II II 9i9Spaykekli. Rm I I I I I I I I I 6 Surds 916 x r 6 R-14 Raft hsldin E C E I V Dining� IVw11en o R-II�hudoS�n s �'Dif 9mMhg Room l i �, M.Skh 11—Poop Equd nlD 3-,e$ I j I I j j I 1 po pm,I l 4 r t abmk LIf, . 9 W&hen D.nm) Itl 1 / 2oCG D�yn�d m61�r 2s s lrx Tr uymeead ma, IV _ _ Iqr r.7t ek"pP°e AIVT'®Nld�®�� �. 3rdlr lWC 13•us9j'LVL Flmr Joists O i6•ae. 7;3's0;•LVL Floor Jolsts®1fi'oa 2,1111 1Ood Pmmuelrr lion R-30 V ktbn R-301w/°1bn 26 ACO 5A ` 4 hr Slel 3rdr LW Filar r Sbeehod R-3o twdalb0 VD0x7O Steil Beamr ls•Asna Bdb B}Yogi ���'D B.T&'°/ t�d 1�°° Southold Town ENCE rd2p�Rax WOIspwMy Yenh°ne is r Pmei fwode Farda n° Board of Trustees 4_s x9 hb.W Rda,Cx 12509 NWN ROAD R Yet d Rd.IV FAST MARION,MY,11939 e r JS VW Re6a,6'oe Equate lg 45.) r.'0'B_pbu V PC Sd,./6d VD/110 wa W Reymy./PVC Wafer Step y FS Reba lz rc UNAWING ' 6 ua v°pa scoria 16)g Reba Lfl ©COPYRIGUT 7D72 MD.DESIGN ASS00ATES,LLC.ALL FLDDR PIANS AND EIEVADDYS ARE -z PROTECTED UNDER FEDERAL L'DPYIDGHT LAW PUNS MAY NOT BE REPRDW®NITHOUT CROSS SECTIONS(6)fI III,,LIG L lS lrB1a tYx WETIETI AU1HDfd7ADON.ALL PUNS AND D®f?15 ARE THE SOLE PROPERTY OF 01 DmLN ASSWATES uC DIE 90 TO @➢LDD ONLY ERE SIRUCME FROM DUE AS NOTED PUNS IS UCERSED EIaUMY TO THE BUYER,VN MTATTEN PRDDF OF PUR171AZ 3611Y Pmd Caaele F.&q CROSS SECTION D Acceptmce of Thee ftings does not Ouihor¢e the right to buid without the mthorMon n�RN6 ME AN M11111011 IF DE SRWD AXO ARE DE PMUW IF TLE of lord govOning ogmceT,such as SuRo0t County DDht of Health Sevice,Tom BuBdng OSDI PP.YLs9O+u.IES gAL 6 IPF[®!FlEID RFIliDlmtiS cot ff Oepmlmmt;DEG FEMA,etc Yatfy dl=&Dm;code;and re#-.ts vTh such PROSPJDD TO DE RNEST MW OF DE LAE(ORIRACTOS SDR MY ALL TEM MMM IMI�6 RD EE SDM NSUM FOR Fal)FIE IK SCALE:UC 1-4r agmdes prior t0 CmSbllcfiDL DAN ROTFSOR ASJIWS KO BeBINY FOR aMMS DE TO 110"Di IAYFDE M REED OMM AND IN AMOCKS RAPD WN C SUS ROT iDOWITAWmlT MIEWSDI TO DESE RAJ@ R3O1 DESIGN CRITERIA AS PER THE 2020 RESO NTIAI CODES OF NEW YORK ST SEAL' DAit, R3O1.1 APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE 20 2022 CONSTRUCTED TD SAFELY SUPPORT ALL LOADS•INCWDING DEAD LOADS•LIVE LOADS, PROJECTJANUJANUARY Y ROOF LOADS,FLOOD LOADS.SNOW LOADS VAND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1113-2022 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN 13Y.- THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE BOK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF RB THIS SECTION. EET NUM AS ALTERNATE PROVISIONS �g301 AS AN ALTERNATIVE MI THE SUBJECT TO'W IN SECTION R3O1T THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT E TIDE LIMITATIONS OF THE NJ CODE AND THE LIMITATIONS HEREIN.WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESESTANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE 1)AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) 2)AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISI-5230) C ffi°17LDR$TaU9OQAffiT� 3)ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(,C,,OO)