Loading...
HomeMy WebLinkAbout47457-Z GENERAL NOTES: ;lll ; , SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION S % '' IRA T 0 R N 0 T E SC 0 C General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. /J ,nI V GENERAL NOTE,: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir, Larch #2 or better. 2. FIRE SAFETY: KEHL �DESIGN ASSOCIATES I.I,C 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA 111� 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. "t' residential 8„ commercial design • consulting PRACTICES. 2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box phone: 1631 433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registe-ed manufacturer. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11911 E-Mail: ssbn654@optonline,net 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC o formerly D A K Associates,LLC 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. ��T ���' %,%ITI/�' � ,,� ��'. �,,J�/��,�rP;�7 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. OwNLKSHIP & 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 port 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• 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. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8 Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. = 1 ,900,000 PSI ACCUMULATION, E THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 90 PSI g Fb = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. T 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. f 11 . " • 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. x,�t 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 UNTI'_ 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 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NO-IES: 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 WINTER I ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CONSTRUCTION LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS, GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 L- �7 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. DESIGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OCCUPANCY OR USE LIVE ( ) ( ) ENGINEER PRESCRIPTIVE DESIGN 25, RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %s INCH 11mm AND A SPAN`OF NOT MORE THAN 8 FEET 2438mm , SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE, 2020 RESIDENTIAL CODE OF NEW YORK STATE UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. USES(s) AND OCCUPANCY CLASSIFICATION(s) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITED STORAGE b'g 20COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED 6TH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,, IS 180 MPH (290kps) OR LESS. TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER S'ACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS 200 In FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS f Soh INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED No. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES a o BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF R301.1.1 ALTERNATE PROVISIONS UNLIMITED AREA SLEEPING ROOMS 30 gift 0% raftill 0% THE HIGHEST ROOF SURFACE 3 STORY Ya INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE =24'-8" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 c INCH ED ANCHOR LITH 2 16 16 16 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH t;AV J 2020 BUILDING CODE OF NEW YORK STAIRS 40THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds V„it and a 45-foot mean roof height. RES TOTAL HEIGHT FROM RIDGE TO GRADE 34'-1 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm21 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 1700 " 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. Fasteners shall be located a minimum of 1 inch from the edge of the panel. APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLUM ISLAND LANE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into LUMBER SPECIES AND GRADE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. ORIENT, I , 11957 BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE �/ ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, havinga minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED y "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SCTM: # 015-06-OS ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING LFI LE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES 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, SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY f. GUARD IN-FILL COMPONENTS ALL THOSE EXCEPT THE HANDRAIL BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" NEW CRAWL SPACE 44 NA sq.ft. FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED NEW FINISHED BASEMENT 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. EX. FIRST FLOOR 1 181 sq.ft. (NY)TABLE R402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR 120 sq.ft. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR COMATE FENESTRATION SKYUGHrb GLAZD cum WOOD MASS FLOOR BASEMENTc sued CRA ' PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR 839 sq.ft. MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U•FACTOR FENESTRATION R-VAWE FRAME WALL WALL , & RIVALUE WALL RSPACE° FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR 459 sq.ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHOCb,e R-VALUE FI-VALUE RNALUE ADEPTH R•VAwE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS MARINE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT EXCEPT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS M NEW BALCONY NA 4ARINE 0.32 0.55 0.40 49 20 OR 13+!' 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(o) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: For SI: = 1 foot = 304.8 mm CODE OF NEW YORK SEAL: DATE: ATTIC (HOUSE)(b) 328 sq.ft. 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less JUNE 12, 2021 NEW GARAGE ADDITION 120 sq.ft. BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: NA © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. NOT LESS THAN 30 INCHES R-value specified in the table. ATTIC (GARAGE)(a) ,•- • Rk ^y,::�''^.s„ b. The fenestration U-factor column excludes skylights. The SHGC column applies to all lazed fenestration. tti ia (r r„a' 1103-2021 BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN PF g ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED C. 10/13 ALL R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the " •:° y4 �1. e;""; DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. interior of the basement wall. SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT I ,. �> , BDK 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD �. ` ;':,' EXISTING DECK 272 sq.ft. MEMBER DEPTH. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the T y CHECKED BY: interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavityinsulation on the interior of the WRITTEN AUTHORIZATION. ; NEW DECK 132 sq.ft. / ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous COVERED NEW DECK NA DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC. i`s.r - -._ _ SHEET NUMBER: " ` EX. COVERED FRONT PORCH 242 sq.ft. THAN 10 POUNDS PER SQUARE FOOT. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE u -----� d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation :o•�, •� � COVERED ENTRANCE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLAIDS IS LICENSED EXCLUSIVELY TO THE BUYER WITH WRITTEN ``�"' 6 'ti `' h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab ' POOL HOUSE CABANA NA SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. y°�`.. =�c,,, � .;�f t G 1 ACCESSORY STRUCTURE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved ,, y; N. IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization of local governing agencies, such as Suffolk Count Dept. DOB NUMBER: OF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. g g g y p , (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify oll conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-volue applies when more than half the construction. ® KE]HbDESIGN•ASSOCIATES,ILC insulation is on the interior of the mass wall. SIMPSON STRONG TIE CONNECTORS SPECIFIED FOR CONSTRUCTION ; , / USE A M[NIMUM OF ::'j �'J4�' TWO 8d NAILS THIS MTS20 LTS20 , ' DOUG-FIN LAN SO. PINE UPLIFTSIDE OF TRUSS. PROVIDE (1) HGAIOKT ON ALLOWABLE LOADS 1.2 LOAD FASTENERS e �� 0 c 0 SIDE OF CEILING JOIST LATERAL WITH TOTAL FOUR - MODEL GA UPLIFT UPLIFT (133/160) 8dx1}" CODE Ed NAILS oo AND ON SIDE Of RAFTER " N0. TO TO TO AVG NAILS REF. INTO TRUSS RAFTERS/ PLATES STUDS ULT. TRUSS (133) (160) F F2 (133& STU "- !,•% I irin) _--c- SIMPSON r T SIMPSON WOOD CONSTRUCTION _ - NOTE: REFER 0 S = TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIA'T'ES LLC PROPER INSTALLATION PROCEDURES ' residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 e DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTJ'x12 ° P0.Box 1675 phone: (631 433 9084 CODE (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH - BOLT IN WOOD MEMBER 8d NAIL o MODEL GA AVG 2 REF. INTO ° �o. ,• ° outhold,New York 11971 E-Mail: ssbn654@optonline.net NO. MAX. CLEAR ULT. LFTA LFTA PLATES °0° S WIDTH PAN L QTY DIA 1}" 2' 2}" 3• 3}" 1}" 2" 2}" 3" 3}„ 85 44 1400 5, , EIGHT ° •° ' N NAIL IS P 4 Kehl Design Associates,LLC 9 formerly D A K Associates,LLC LFTA 16 2J" 17" 381': 16-10d — 4200 1205 STUD � .. ,, i �li � / h�Tl/J'��'�...�/i/%��%�,/!'�:�/, OWNERSHIP & USE OF DOCUMENIS: 2 DOUG-FIR LARCH / S0. PINE FASTENERS ALLOWABLE UPLIFT LOADS e° These drawings and specifications including the MODEL L AVG 10d 10d x 1}" CODE ideas, design and arrangements represented NO. ULT. REF. LFTA L S T A 21 therein, are the property of KEHL DESIGN ° 10d 10d x 1}" (133 / 160) (133) (160) ASSOCIATES, LLC. No part thereof shall be X Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 t6 14-10d 14-10d x 14•' 3116 1000 840 1000 3, 41, 128 °° ° y prepared HGA10 with any work or project other than for which ART�'x12 DETAIL "K" MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3. 41, 128 a the have been re ared without written consent. LST20 20 12-10d 12-10d x 1}" 2383 775 720 720 3, 41 COUPLER NUT DETAIL "E" e sTu 8 — D000-FIR-LARCH Equal, number of °° �SIMPSON TYPE OF DIRECTION SO. PINE CODEspecified MODEL TYPE O- DI LOAD ALLOWABLE LOADS REF. n a i l s n e° N0. TION FLOOR ROOF (133/ TAKE—UP WASHER (100) (125) 160 each end Simpson Strong-Tie G 515 645 670 CS16ARTS"x12 LTP4 5 J 515 645 670 6, 39, 97 ET "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOWN HOLDOWN ARTR'x12 DEFLECTION DEFLECTION CODE MODEL MACHINEAVG LENGTH OSTUDF BOLT 2.3 AT HIGHEST . AT HIGHEST REF. ULT NO. gggE BODY 4 ANCHOR BOLTS IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE v GA GA HB SB W H B so CL DIAS e DESIGN WHEN RAD AISED OFF IGN °o0 QTY DIA 1}" 2' 2}' 3" 3}" 5}" LOAD THE I PLATE 1 0 v HD2A 16 12 4A" 21" 2J" 8" 21$" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 o 0 MODEL DIMENSIONS I FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG OF SP ODE W L SPUD PLATE ULT. (133)2 / (160) R SP4 3�" 7}" -1,Dd x 1}" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° N0. GA W L NAILS ��p R (133) (160) REF. °° WORK NOTES: LSTA21 20 11" 21 16-10d 905 1 1205 1 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA W L NAILS FLOOR 100 (133) (160) REF. Simpson Strong-Tie Tie STU 5 — P 9- g MSTA24 18 1 " 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON NOT FOR MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE—UP WASHER No. END (TOTAL) SPACING REF. HD2A (LENGTH L C.4 CUT LENGTH (100) (133 / 160)2 °C• CONSTRUCTION OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong -Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2A" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE USE UNLESS DIMENSIONS FASTENERS ON. 0 -FIR AR H PIN A WA q NOTED. FAILURE TO COMPLY WITH ALL NOTES MOO. CA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL 711 BY A LICENSE PROFESSIONAL ENGINEER, PLACES CERTIFIED BY A 10d 16d ULT. (133) (160) 10d 16d tOd 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 " 4 " 2 — 4-16d 4-16d 6076 1140 1160 1000 — 1150 1250 7, 40, 127 DETAIL "I" CNW-P 14 3b„ 94" 2 COUPLER NUT PROFESSIONAL HUS210-2 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 ART�'x12 STU 5 — DOUG -FIR ARCH/SC, INE ALLOWABLE A FASTENERS VGUPLIFT FT LATERAL CODE NO. GA (133/160) REF. SIMPSON EER MODEL A ULT. TAKE—UP WASHER TO RAFTERS TO PLATES I TO STUDS (133) (160) F F2 160 HGA10KT 14 4-SOSJ"x11" 4-SDSJ"x3" 1 1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS COW- S P 4 SIDE OF TRUSS, COUPLER NUT g TOTAL FOUR �. 0 �1SE A MINIMUM OF PROJECT: 8d NAILS TWO 8d NAILS THIS TSTA 21 SIMPSON INTO TRUSS SIDE OF TRUSS, MTS16 STU -MTS16 SIMPSON " ANCHOR BOLTS /. 0 TAKE-UP WASHER TOTAL FOUR 8d NAILS HD2A Strong-Tie INTO TRUSS1 wAh A P AN` lAoft L S T A 21 HUS 210-2 o b TWO °� o Ft RE SJ 1 E moff E MA','h [E 6 AIL TO PLATES °p° EIGHT ° TWO ° o I ii 1700 8d NAILSSd NAIL INTO INTO DETAIL "A" I' STUD Simpson Strong-Tie PLATES °0° CD ISLAND LANE H7 EIGHT ORIENT NY 11957 IN NAILS, ®TO DETAIL "D" DETAIL "G" DETAIL "J" ' ' STUD Simpson Strong-Tie H7 Simpson Strong-TieSCTM: # 015-06-08 LFTA ROD SYSTEM DETAIL L LFTA LFTA DRAWING TITLE: °•°°°° Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS ••e• NOTE: -- - -- - -- BP LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 3"11TH ROUGH ROOF 4" TN ROUGH ROOF • �� / STRONG TIE DETAILS •, 2nd FLOOR —0 DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. _ 3' 3 1' 2 ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 3 NEN! ROOF AREA = 1975 sq/ft / ROOF DRAINAGE I 1"2' 3.. IIuSrEe R CALCULATIONS AND 8A1HROOAI 3.. BATRR0011 BATHROOM 2•, "' FROOM 2.. v = A X R X PLUMBING RISER DIAGRAM LTP4 80011 ROOM 2 2 A = 1975 sq/ft ,• '. 1 st FLOOR1�7 n LTP4 2nd FLOOR R = 2 RAINFALL = .17 ft 3'• 3' C.CD 3'• 2 2 3 .3• 2 2 C - COEFF. = 1.0 „ 3 `NOTES: DETAIL, "C11 ZPOWDER V = 1975 x 1 X .166667 = 329 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE MW BM 3" �" ROOM DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie 2.. 2 3"2' 3' PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 329 / 42.25 VERTICAL FT. / FT = 7.8 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B't Floor-t o-Floor Connections Ridge Strapping DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMM19ONS DUE TO UNKNOWN OR LTP4 Detail FLOOR 2 2•. 2 2 1st FLOOR USE (2) S DIA. POOL 4'-0" DEEP = 8 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong-Tie Floor-to-Floor Connections 3 3 3 3 329 / 22.3 VERTICAL FT. / FT = 14.8 SEAL: DATE: 3" O.O. ABOVE GRADE 6" USE (3) 6' DIA. POOL 6' DEEP = 18 V.F. JUNE 12, 2021 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY �. G a�.o. PROJECT NO: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 7 3" 3" 3" 4" HOUSE SEWERAWA GESYSTEM APPROVED POOLS TO BE PLACED ON OPPOSITE SIDE OF � "`.� 1103-2021 NO SUBSTITUTI❑NS J °"°'`' DRAWN BY: ` TRAP 7.KS. PLUMBING RISER DIAGRAM NTS HOUSE AND/OR LEADERS TO BE PIPED TOr�n, eDK • t,.We••. • IA All framing hardwa^e shown on these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH :� x e. �,.�, -�, CHECKED BY: unless otherwise indicated, IS Simpson Strong-Tie, 8301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC ` e, e ' r '..`ry' No substitutions are approved or authorized, ; -- - ,. SHEET NUMBER: 8301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY U , , , , , , . . ... ,,. Due to the relatianshi s of framing hardware to ) _ p g FSUPPORT ALL LOADSINCLUDING DEAD LOADSLIVE LOADSROOF LOADSFLOOD LOADSSNOW LOADSWIND SYSTEM AND MINOF 10 FEET FROM FOUNDATIONLOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A the other components of the structure, any framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES `: �. �'` ,^ f hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA �� ' ;. 1 G 2 nu(( and void, and will result in the installer/contractor WHERE TRAFFIC IS TO BE PRESENT. _ •� � `•��`_'• �'" assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS performance of the entire system. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301,1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) BE DIVERTED TO EACH POOL. T) KEMDESIGN'AMOC TET u� 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) IZ' v/,%;; KEHL DESIGN ASSOCIATES, ric residential & commercial design * consulting PO.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@opton1ine.neI Kehl Design Associates,LLC®formerty D A K Associates,LLC '7717�,, 7 '7 OWNERSHIP & USE OF DOCUMENTS: WOMMON"WENNOWM These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: A WORK NOTES: HVAC Duct F_ HVAC Duct NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A N B Covered HVAC Duct t PROFESSIONAL HVAC Duct 01 A — Porch T ENGINEER PROJECT: A -0 AVi Covered Porch L;A __T P 110 1 S R 1700 PLUM ISLAND UNE EXISTING BASEMENT FLOOR PLAN ORIENT, NY, 11957 SCTM: # 015-06-08 HVAC DUCT LOCATION 'DRAWING TI]LE: Scale:4 EXISTING FOUNDATION (1) COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PLAN / HVAC EXISTING WALLS PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT DUCT LOCATION WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. NEW WALLS ;NOTES: Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF ME of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DESIGN PROFESSIONAL POSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NEW HALF WALLS Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE agencies prior to construction. DESIGN PROFFESSIONAL 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. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE "SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JUNE 12, 2021 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, 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 1103-2021 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM • DRAWNN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING BDK A 1 0,11" CHECKED BY: In, ELEMENTS TO THE FOUNDATION, BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. r. SHEET NUMBER: R301.1.1 ALTERNATE PROVISIONS L 051 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Al 01 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. DOB NUMBER: 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) Kffl�DESIGN-ASSOMTE,uz 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 777 44 ACQ Post1 ;, GradeKEHL DESIGN ASSOCIATES LLC 21%12" Anchor Bolt 1 0" � residential & commercial design • consulting Cone. Filled 12" Sona Tub o PROVIDE HURRICANE STRAPPING IN ACCORDANCE NTH 4 Stirrup THE 2020 RESIDENTIAL CODE OF NEW YORK STATE DECK NOTE PO.Boz 1675 phone: (631�433-9084 NOTE:TOP OF DECKING -t'-s""-�\ Southold,New York 11971 E-Mail: ssbn654@opton1ine,nef TO BE FLUSH WITH 18"x 18"x 8" Ftg. BOTTOM OF SLIDERS Min. S-0" NOTE: VERIFY ALL DIMENSIONS TO Below Final Grade. Kehl Design Associates,LLC o formerly D A K Associates,LLC INSUR_ FLOORS OF NEW ADDITION •�,-•-�77,��/>r/-/ x^r/-��i�rr/jiT�°-r�-�,-•>r q��;�/r/.--•-i��J�� //��r--r OW ALINE: WITH FLOORS IN EXISTING NERSHIP & USE OF DOCUMENTS: HOUSE. FOOTING "A" These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN E('2L)'IY4-'X HEADERS ARE TO BE ASSOCIATES, LLC. No part thereof shall be 9%" LVL UNLESS copied, disclosed to others or used in connection with any work or project other than for which OTHERWISE NOTED o DECK NOTE they have been prepared without written consent. Non.: VERIFY ALL DIMENSIONS NOTE:TOP OF DECKING INSUfE WALLS OF NEW ADDITION TO BE FLUSH WITH 4x4 ACQ Post REV: BOTTOM OF SLIDERS LIf1E-UP WITH WALLS IN HOUSE. Grade g"x12" Anchor Boll t_ Conic. Filled 12" Sona Tub o NO'E: PROVIDE FIRE BREAKS 36'-11�' 10' 7'-01' 1'_�^ 7'-6y` 3' 1' #4 Stirrup AS PER THE 2020 1-6" —�2-Q° 1'-6' I RESIDENTIAL CODE OF k—y'-O"� NEW YORK STATE -� Line of Existing Deck Line of New Deck 24"x 24"x 8" Flg. ` 2817 - - -- - - ��- - - -- — - - - - Min. S-O" `V Below Final Grade. ,a —� ELECTRIC Insulate all Hot and Cold T-�` 7'-�" 7'- 3' PANEL 3Y^ 2x8 ACQ Floor Joists @ 16"oc. Wafer Pipes in Ceilin 2x8 ACQ Floor Joists @ 16"oc. FOOTING "B„ Replace Ceiling Til -�" - -1�" J o See Footing o I A Track with New 2x2 C I <I "B" Detail I 'A I I 30 Tile and Track Insulate all Hot and Cold Insulate all Hot and Cold A 2' 2'-O" 01 v 5 8" Fire-Rated Water Pipes in Ceiling. Water Pipes in Ceiling. _6. NEW 5heetrock� Replace Ceiling Tile and g 9 DECK o DECK Track with New 2x2 Ceiling Provide Egress N N c Tile and Track ADDITION N -� Window at Location -�l STORAGE I Provide New Tile Floor in Line o Existin Deck N of Basement Window 9 Basement (Verify With I I 2x8 ACQ Floor Joists @ 16"oc. � I NE with 6x6 Retaining See Footing I WORK NOTES: See Footing Q A Detail FUEL ROOM owner I Wall with Steps as �I "B" Detail �I " " SHOP x OIL 13'_11" NEW I per Section R31 M I M I �l _6.NY State Code 2-0. '�2-O 1'-6" 12 Hr Fire—Rated RECREATION v DECK NOTE Steel Door and Assembly with ROOM (D D `� - - — NOTE:TOP OF DECKING Self-closing Hinges I o irin de CA]Retaining Wall Orin Gr de CCA Retaining Wall TO BE FLUSH WITH EX. (2)1 3/4% 9 1/4" _VLA_ - _ - - m 2868 _ _ 2x8 AC Floor Joists @ 16"oc. �' Gravel '" - BOTTOM OF SLIDERS NOT FO R 3068 Girder Gravel a See Footing C ine of New Deck New I ,, See Footing o �l Gravel " " cravat I See Footing t psQ CONSTRUCTION A Detail o Egress "A" Detail "A" Detail 7'-9" B 7'-9` x _4y' Window 1'-6" 1'-6` 1'-6` i, 6. USE UNLESS _ c� Marine G ode ' A Retaini Wal Marine Grade CCA Retainin ^ �/ /� Insulate all Hot and Cold Insulate all Hot and Cold l,N. 3 ,1 z ,1 o CERTIFIED B i /'1 Water Pipes in Ceiling. Water Pipes in Ceilinq `D �}limney IV _ —^� — — — ��- - - - - — Replace Ceiling Tile and NEW Replace Ceiling Tile and 3068 - - - - — Track with New 2x2 Ceiling Track with New 2x2 Ceiling r I PROFESSIONAL COVERED Tile and Treck RECREATION Tile and Track ,�Steel Fire Door ,_D" FURNACE — — ——� ENGINEER New Tile Floor in Provide New Tile Floor in Steel Door and �B ( PORCHDvide ROOM Basement (Verify With Assembly with LOCATION Step footings I I B Owner Note: Insure Footings mens Verify With I �-, Owner Self-closing Hinges ABOVEare Maintained 23- / at 3'4" Below Final Grade I I o 2668 NEW I I o SCWA 1/2" Sheetrock GARAGE I CLLJ D CLOSET Q ❑ GARAGE I I < Note: Insure Footings are Mointolned HOUSE /5/8. Fire-Rated 5/8" Fire-Rated ADDITION I at S-0" Below Final Grade SUPPLY 1/2" Sheetrock Sheetrock on Ceiling Sheetrock on Ceiling i I PROJECT: M � � I IX Note: Insure Footings A ( A COVERED are Maintained I I D A at S-O" Below Final Grade Step footings � '.ate %Vzj, HI ABOVE — — — —.~�— — �"� I �p L- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - -- = — - - -- - _J 1700 PLUM ISLAND LANE ORIENT, NY, 11957 -a` 25'-QY 21-11` -a" SCTM: # 015-06-08 DRAWING TITLE: Provide New Exterior Siding with " Board and Batten' 0-11� NEW FOUNDATION PLAN / Hard'—plank or equal DECK FOOTING / FRAMING Provide 4"z3Z' Atek or Equal Exterior Coling © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PLAN AND NEW BASEMENT around all Windows and Door PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FLOOR PLAN Provide 2" Historic Azek or Equal Sill on All WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Windows KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Provide Central Air Conditioning to Entire PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. House Provide Optional Price for New High 'NOTES: Efficiency Hot Air Heating System. Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1-Unit in Basement (Basement, First floor) BASEMENT FLOOR PLAN of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 1-Unit in Attic Second Fbor Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE All Casing on Windows and Door to Be agencies prior to construction. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Changed to 32" Beaded Casing with $��g;4 _011�'�" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT lg" Back Band. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Base Molding to be 5 'Beaded Base R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE S EAL: DATE: All Interior Doors to be Replaced with R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JUNE 12, 2021 Masonite 1j" "Logan" Doors EXISTING WALLS CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS Provide Price for Buried 1000 gal Propane PRESCRIBED.BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1103-2021 Tank IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM M�` Oji is r. ;`�``",.,. DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE Provide Price for Whole House Generator NEW WALLS TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING �' (sy' fy?, `w . BDK 7 ��' ' CHECKED BY: Provide Price for On Demand Hot-Water ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS Heater "Navien NPE-240A PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF *1• z �` df x: N TIO . with recirculation Line THIS SEC � 3"–•y� =-- .--= max—1, SJ-IEET NUMBER: Provide Price for Connectingoil Units to R301.1.1 ALTERNATE PROVISIONS 02 NEW HALF WALLS �? - Propane. To Include: AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING 'e°"�� ,,k• t ' , Stove STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND _05 4 g'� ~`t'g Furnaces Al - 2 Units THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 2-Hotwater on Demand Units THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF Generator 0��� DOB NUMBER: OF NEW YORK STATE. "' Fire Pit r Barbecue �� 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Pool Healer J�` 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD Dryer FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) KEHbDESIGN'ASSC1MTES,¢c Gas Log 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) rp KTI r cx" DECK NOTE KEHL DESIGN ASSOCIATES �.c residential & commercial design • consulting 0'-11Y" 7'- 2" NOTE:TOP OF DECKING ETHVE HURRICANE STRAPPING IN ACCORDANCE WITH TO BE FLUSH WITH NO RESIDENTIAL CODE OF NEW YORK STATE -11Y' 16'-0" -0" 1'-9 -0' 2'-0" BOTTOM OF SLIDERS P0.Boz 1675 phone: (631 433 9084 17.-�. 10'-2Y4" -1Y,' '-0Y" 3'-81z" �"� 4'-0" 3-�° oY" -1Y" Southold,New York 11971 E-Mail; ssbn654@optonline,net Kehl Design Associates,LLC o formerly D A K Associates,LLC NOTE: VERIFY ALL DIMEPJSIONS TO7 77 T/ c Y%' INSURE FLOORS OF NEW ADDITION 'OWNERSHIP & USE OF DUCUMENIS: ALINE WITH FLOORS I`1 EXISTING These drawings and specifications including the HOUSE. ideas, design and arrangements represented ' therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be ALL HEADERS ARE TO BE copied, disclosed to others or used in connection (2)1 4"X 9Y" LVL UIJ'.ESS with any work or project other than for which OTHERWISE NOTED o they have been prepared without written consent. NOTE: VERIFY ALL DIMENSIONS REV: IIJSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. 0 NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 O RESIDENTIAL CODE OF0 28310-3 2852 2032 NEW YORK STATE — — " 3Y2" 0 " tees 1 -7" 14'-5' _ 2 Dn - d _ A A M AA 30 Install New Baseboard L- 301 Heot to Replace Heat that was on North �� New 8' Wide Porch Addition I Dining Side of Dining Room o O 0 a off the End of the House Kitchen 0- � o Room New c Cl. Deck To Deck o WORK NOTES: >2668 Door I I I l I I l I . 2668 Door I '-' 1668 Door Be Re-Built Addition ,/ I m 5068 Doors I 1'-9Y" '-0°---�-2' 0' 0 0 NOT FOR 20310 N z� New 8' Wide Parch Addition CONSTRUCTION p, 1 Laund�'�/ I N off the End of the House N CONSTRUCTION ' J Locate Router, Optimum Boz ��,,�� Modem and oll Wring I— USE UNLESS CERTIFIED BY A INLINew N 5068Doors -4" 4 - 17u - - - FiW60631L- — — — — — N M JPROFESSIONAL Add Slider on Each Side of Add Slider on Each Side of ENGINEER Fireplace Resile The Fireplace and Mantel Fireplace — — — — DECK NOTE Covered � B ' Family Room Add Electricity and Cable to Mantel i NOTE:TOP OF DECKING J Porch Living Room Replace Existing Foyer Floor to Mount TV TO BE FLUSH WITH with New Hardwood Floorin I Np��/ BOTTOM OF SLIDERS _ 9 Move Speaker Wiring and Cable to f--' �iYY or Tile in a Above Mantel for TV Decorative Pattern oy r � I FamilyI Replace Existing Decking, i Columns, Fascias with No Roomy Railing 2" -11" 00 Ln z Addition PROJLCT: Insure existing Ceiling Fan is Centered Add on Additional Ceiling Fan 2852-3 NEW off the Fireplace with the other Fan ,„ ,2 1068-3068-1068 A �r2 A, 4 U01 A 1 Covered Porch Replace Existing Front Door o with New Door and Two IT 0x Side-Lights VIM 21'-4" New New — — — — 1700 2852-2 2852-2 o Install New Front Windows Install New Front Windows PLUM ISLAND LANE Flland resize and reslte ORIENT, NY, 11957 SCTM: # 015-06-08 -634 13'-03/' 2'-5" -4r8 13'-134 g DRAWING TITLE: Provide New Exterior Siding with DY,' " Board and Batten' Hcrdi-plonk or equal 4 r'rovide 4"z3Z' Azek or Equal Exterior Casing 0�-11Y' © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE FIRST FLOOR PLAN LLaround all Windows and Door6.0'- PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �Drovide 2" Historic Azek or Equsl Sill on All WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF LL Windows KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE [Provide Central Air Condiianinc to Entire House PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Provide Optional Price for New sigh 'NOI ES: Efficiency Hot Air HeatingSystem. Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1-Unit in Basement (Basement,First floor) FIRST FLOOR PLAN of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 1-Unit in Attic Second Floor Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE All Casing on Windows and Door to Be agencies prior to construction. DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Changed to 32"' Beaded Cosirg with UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 1g" Back Band. SC8�2. 1n c 1i-On FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Bose Molding to be 51" Beaded Base 4 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE t'SEAL: DATE: r All Interior Doors to be Replaced with R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JUNE 12, 2021 L Masonite lg' "Logan" Doers CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS LIVE LOADS, ' . EXISTING WALLS . .- � 4T PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS , t f� " F ovide Price for Buried 1000 al Propane s� �' 9 P PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES �;�"' �,,✓ �, rUs�r 1103-2021 Tank IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: Provide Price for Whole House Generator :M [ .an.,..: R,• �, THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE �" � k TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING BDKECKED BY: ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS . Provide Price for On Demand Hat-Water NEW WALLS � .... PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF Heater "Novien NPE-240A with recirculation Line THIS SECTION. � `r€' . -�,.. ` - SHEET NUMBER: 05C Provide Price for Connecting all Units tou R301.1.1 ALTERNATE PROVISIONS � : Propane. To Include: NEW HALF WALLS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING _ "4V�,� ,r Stove STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND IS� �� ° Al 03 Furnaces - 2 Units THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 2-Hotwater on Demand Units THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF Generator0��� NEW YORK STATE. DOB NUMBER: OF Fire Pit r Borbeque �� 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Pool Heater 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD Dryer FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) KEH5DESIGN•ASSOC'IATES,me Gas Log 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ; L 177 KEHL DESIGN ASSOCIATES �.c residential & commercial design . consulting P0.Box 1675 phone; (631 433-9084 Southold,New York 11971 E-Mail; ssbn654Qoptonline.net D—17v Kehl Design Associates,LLC o formerly D A K Associotes,LLC 12'-2` 12'-5" 12'- 24'-0• t �!rr/%ii ii--,.•Ji/ r OWNERSHIP & USE UI- DUCUMENIS: -2" 3'-0" -2° '-3" 3'-2" 2° 1'-9• 2'-( 134" 134' 0' 1y" T-634° These drawings and specifications including the TT ideas, design and arrangements represented � therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. -2 � o 28310 10'-W2* L 2852 N — — —� — — — — REV: -5Y2• Remove Existing Tub Shower Unit New oUD and Install Cast-iron Tub/Shower, A C1. Tile all Woallthe Ce II� the Tub , A I _ Area of Cathedral Ceiling Bedroom J6 0Remove Rug and Replace ei Remove Existing Tile Floor and Bedroom Bed ^; �'�New wish Hardwood Floors _ Replace with New Tile N 00 CI. C> Remove Rug and Replace v 2_1y^ _g^ Remove Existing Vanity and with Hardwood Floors Replace with New Vanity 7�' n 1`o / , Line of F r N Cathedral o /( Ceiling J 2668 Door 11 6" 2668 Door (2)14"O" LVL Flush Beam 28310 I g Area of Cathedral Ceiling -6, � WORK NOTES: 2668 Door o 2852 > New Remove Existing Shower Unit r Chimney O and Install Filed Shower, �^ �• Y N , ( z¢ Bathj> ,� Tile all Walls around the o 2852 2852 ,;� Shower to the Ceilin Bath IN Line of 21,_ Iii®T FOR ( Remove Existing Tile Floor and New � Cathedral B Replace with New TileLin.M Ceiling / 1 NiW o Remove Existing Vanity and Cl. -7Y^ 1 CONSTRUCTION PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH o New Vanity 1'-6°-1 r `> Ma ter - USE UNLESS THE 2020 RESIDENTIAL CODE OF NEW YORK STATE Bedroom Bedroom 2668 Door Bath > CERTIFIED BY A 2'-2" -1Y - -1'- " New _ ( v > o Remove Rug and Replace 1RY" /C. o T --�— Q New 1 00 with Hardwood Floors M N PROFESSIONAL NOTE: VERIFY ALL DIMENSIONS TO ,�/ INSURE FLOORS OF NEW ADDITION CI ' - err CI' zQ ENGINEER ALINE WHH FLOORS IN EXISTING Remove Half-Round Window 2832j�n HOUSE. '' above Front Window Office 0• 12-9Y" o Hardwood Floors o o Line of False Ride `Q (U ALL HEADERS ARE TO BE ( 28310-2 (2)14}; V2" LVL UNLESS A ( ( -0" q OTHERWISE NOTED '� 'v Hardwood Floors o I 7 o Master a Ln NOTE: VLRIFY ALL DIMENSIONS LL Bath N NSURE WALLS OF NEW ADDITION PROJECT: LINE-UP WITH WALLS IN HOUSE. ( fi t 2852 28310 2852 0rhA"9 % 11� , "h0"% [ 0% NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODE OF pm NEW YORK STATE 1700 -7• 9'-7" 2-11y2-114• -1 s ^'-9 9'-4%" -7r PLUM ISLAND LANE 6.-o" 19'-2" -1aY 29'-11' ORIENT, NY, 11957 SCTM: # 015-06-08 DRAWING TITLE: Provide New Exterior Siding with SECONDBoard and Batten' FLOOR P or equal Scale:4n _ I,-on SECOND FLOOR PLAN Provide 4"x3;" Azek or Equal Exterior Casing around all Windows and Door © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Provide 2" Historic Azek or Equal Sill on All WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF s Windows KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Provide Central Air Conditioning to Entire PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. House Provide Optional Price for New High NATES: Efficiency Hot Air Heating System, EXISTING WALLS Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1-Unit in Basement (Basement, First floor) of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 1-Unit in Attic Second Floor Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL P y q FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE All Casing on Windows and Door to Be agencies prior to construction. DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Changed .a 321" Beaded Casing with NEW WALLS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 181" Back Band. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Bose Molding to be 52' Beaded Base R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE mSEAL: DATE: All Interior Doors to be Replaced with R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JUNE 12, 2021 Mosorite lg" "Logan" Doors CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, NEW HALF WALLS ? PROJECT N0: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS •r Provide Price for Buried 1000 gal Propane PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES :, 1103-2021 Tank IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: re for Whole House Generator THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE i1 '." BDK Provide PriTRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS � '� �i54}att-` CHECKED BY: Provide Price for On Demand Hof-Wafer ` a�a � �, 0..'t s�` ' ' Heater "tlovien NP[-240A PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF �;� �4 w th recirculation Line THIS SECTION. � />� ' 's��' SHEEI NUMBER: Provide Price for Connecting all Units to R301.1.1 ALTERNATE PROVISIONS Propane. To Include: AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWIN Stove STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE D " ° 3�5 � Al OFurnaces - 2 Units THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION �02-Hotwater on Demand Units THESE STANDARDS THE DESIGN SHALL COMPLY WITH TH I IN — - Fire ���� E BUILDING G CODE OF r 003 NUMBER: OF A / / eb NEW YORK STATE. �.,` 4ct:,fit,`" Barbeque 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) " Pool Heater 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD Dryer FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) KEMDESIGN^ASSOMI S,uc Gas Log 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) EFJ KEHL DESIGN ASSOCIATES >�c 9 residential & commercial design • consulting P0.Box 1615 phone: (631(433-9084 Southold,New York 11911 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC " ..may l'r!�=T/�•; '?fin 9J-ir/j., 7���'" OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented 27'-1W14" 7-1Q r4 1-V2" therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: 2852-2 - 2 -4° I 3" I o xl r I I cv v Ufinished � o Attic I x I 2668 Door WORK NO7 ES: =�I Storage Door to Be 14" Insulated and Weatherstripped �I and -sY" J J n fD CD , HVAC _ N NOT FOR Unfinishe I � CONSTRUCTION PRCVIDE HURRICANE STRAPPING IN ACCORDANCE WITH I Attic USE UNLESS TFE 2020 RESIDENTIAL CODE OF NEW YORK STATE J Storage �I I I CERTIFIED BY A MasterArea PROFESSIONAL NOTE: VERIFY ALL DIMENSIONS TO nlUnfinished INSURE FLOORS OF NEW ADDITION 1 �I Bed room °; 301 E 1 G I��E E R ALINE WITH FLOORS IN EXISTING HOUSE. I Cathedralv, Attic _JI I I ALL HEADERS ARE TO BE (2)13/4"X 9Y" LVL UNLESS OTHERWISE NOTED I 2831 i-2 I I z NOTE: VERIFY ALL DIMENSIONS INSURE WALLS OF NEW ADDITION PROJECT: LINE-UP WITH WALLS IN HOUSE. N NOTE: PROVIDE FIRE BEAKS A AS PER THE 2020 I t � Em RESIDENTIAL CODE OF NEW YORK STATE 1700 PLUM ISLAND LANE ORIENT, NY, 11957 SCTM: # 015-06-08 DRAWING TITLE: Provide New Exterior Siding with " Board and Batten' Hadi—plonk or equal ATTIC / ROOF PLAN Provide 4 orond all"xun all Windows and Door or Equal Exterior Casing © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE x PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Provide 2" Historic Azek or Equal Sill on All WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Windows KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Provide Central Air Conditioning to Entire ATTIC / ROOF PLAN PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 3 House y Provide Optional Price for New High jNOTES: Efficiency Hot Air Heating System. SC8(e:4"= ito,, Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1—Unit in Basement (Basement, First floor) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 1-Unit in Attic Second Floor PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE All Casing on Windows and Door to Be agencies prior to construction. DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Changed to 32 Beaded Casng with a UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT I" Back Band, 1 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Base Molding to be 52' Beaced Base R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: All Interior Doors to be Replcced with R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JUNE 12, 2021 _— Masonite 138" "Logan" Nors CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS EXISTING WALLS ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROJECT N0: I Provide Price for Buried 1000 gal Propane PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES �. ' ; " 1103-2021 Tonk IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM % r'° DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE �' 1.,r.. Provide Price for Whole Haus( Generator t '�� G; ,+., _, L BDK NEW WALLS TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING �+:,. CHECKED BY: Provide Price for On Demand Hot—Water ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS0F6 Hewith recter irculationvien E L eOA ' SHEET NUMBER: THIS SECTION. ,,3 �—Z= f Provide Price for Connectingdl Units to R301.1.1 ALTERNATE PROVISIONS NEW HALF WALLS Propane. To Include: AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING •.a�� \, �s4 %�„'� Stove STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND „4 �s '° M1 05 Furnaces — 2 Units THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 1r.^C1(�� ��' 2—Hotwoter on Demand Units THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF Generator o���` DOB NUMBER: OF NEW YORK STATE. Fire Pit c ti Barbecue ` 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Pool Heater 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD Dryer FOR ONE—AND TWO FAMILY DWELLINGS (AISI-5230) KEHbDESIGN•ASSOCIATES,ac Gas log 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) , .GAG ' -j— VU -- - 1 KEHL DESIGN ASSOCIATES' residential & commercial design • consulting PC.Box 1675 phone: (631 433-9084 _— Southold,New York 11971 E-Moil: ssbn654@optonline.nei Kehl Design Associates,LLC®formerly D A K Associates,LLC 77..."""/'�-'J��I///j'.; .,•.....i%">�/r�%'moi.-.-_..�,.//�'r�/ ;7;7 -— OWNERSHIP & USE OF UOCUMLN I S: These drawings and specifications including the a ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which II I I I ILLLUI 1_1 Li they have been prepared without written consent. � - 11 111 11 11 N °REV: LLI LIllLl"llllLI��411—LL 1 . I Tn I l i _a I O � I r ek i rWORK NOTES: i - L2852-3 l Lj ==__1_T� L i�d IUTFF L—a IL� -- � NOT FOR CONSTRUCTION w.. USE UNLESS CERTIFIED BY A PROFESSIONAL SOUTH ELEVAT101\1 ENGINEER SCALE: 1/4"= l'-0" _I a i a PROJECT: a LUL IOU' L 1700 .Y_. 'af 1111 II 11 11 II 11 II t L1111 PLUM ISLAND LANE = I L i i I LJ I i i I I I i t I I I u�i-Ll I I I I I I I i I1�llJ11LJJ J_W_11 � _ - ��- - ORIENT, NY, 11957 SCTM: # 015-06-08 "DRAWING TITLE: - I I - ELEVATIONS © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE AS NOTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE 1HE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. E:1 ■ I � � � ;NOTES: Acceptance of these drawings does not authorize the riga to build without the authorization -- THIESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE LL BE of local governing agencies, such as Suffolk County Dept of Health Services, Town Building LL::_J I= Privacy Wall to Remove PROSDESIECUTED TOPROFESSIOTHE LFULLEST EXTENT OFROSE SEAL IS FTHE DLAW.ECONTRACTORS ESHALL NTS �VERIFY ALL Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such - View of Shower FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE agencies prior to construction. 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. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE _LL 1LUM 1� 1111111 1111111 11 Il 1111111111111 111. T 111111111111 11111111111 111111111111111111 111 1- O CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, JUNE ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROJECT NO: 2021 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1 103-2021 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM ��r• " tiE a. . ter:�, tl -;� DRAWN BY: THAT THAT S FOR TRANSFERRVOF LOADS COMPLETE THEIIRLOAD PO NTPATH OF ORIGINMEETS THROUGHETTHERLOAD-RESISTING STHE v�. 3' w S` �%Ci, ` "�. , BDK ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS l' } h` .A CHECKED BY. k; PRESCRIBED BY THIS CODE ARE DEEMED TO CCMPLY WITH THE REQUIREMENTS OF s fr>J " p. f 6, a ea THIS SECTION. S ` 4 ` •,.,,.:�- S>�ET NUMBER: 5 R301.1.1 ALTERNATE PROVISIONS '." AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING J' A201 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH O IST H ELEVATION- NEWTHESE STANDARDS, THE DESIGN SHALL COMPLYWITH THE BUILDING CODE OF YORK STATE. DOB NUMBER: OF SCALE: 1/4"= 1'-0" 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 1 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) [�IIIrDESIGN•ASSOCIATES,¢c 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) /1� Lil L1 'r, Lll'J- - - KEHL DESIGN ASSOCIATES �.c - residential & commercial design • consulting I L I II II II II II I I _ I IJ L l LI III I P0.Boz 1675 phone: (631)433-9084 1 — I ILLll I I Southold,New York 11911 E-Mail: ssbn654@optonline.net J I B ISI V I I I �J11�ILI-L�llll_ _ _ll_lJ_LI!L�LIJ Ill111 I�I I I IU ' L1J I�tI II ILI t II — J ILI I L LL - Kehl Design Associates,LLC o formerly D A K Associates,LLC III VIII II IIII (IIII OWNERSHIP & USL OF DOCUMENTS: LILAII Il 11 LI LI II = These drawings and specifications including the II ILLLLLLLtLL ideas, design and arrangements represented I ILII II IL r therein, are the property of KEHL DESIGN q , " A o Equal Cog ASSOCIATES, LLC. No art thereof shall be 4" A k o E ua Cos' 4" P II I L1J II copied, disclosed to others or used in connection with any work or project other than for which 2 Azel, or E I jol ki tori Sill 2" Azek r qual Histor s Sill they have been prepared without written consent. �I 11 1 JJJ 11 L_1l ISI L REV: 4"x4" A ek or Equo Cosi 2" Azek u His ric i'I ❑ FED IF] x4" zekin " Azkor Eq His ric Al 4' 4" 41k oi Equal Cosi g J-12' Aze or Eliol iori Sill LJL WORK NOTES: 4"x4 A ek r E al C ing 2" (rE(uolllstori SillLL _ 0 NOTFOR t CONSTRUCTION :� ------ - USE UNLESS l y CERTIFIED BY A, l PROFESSIONAL ENGINEER Ira l EAST ELEVATION PROJECT: 111 II I I II SCALE: 1/4"= 1'-0" LL IJ L I I I H L I I 5 I L LJ LI _I III I I J II III I1U1� II L II II I�L1LE �l dim r� lll 11 I I I I lu LLL 1J UJL J I �I L L1J V L� I E=S 11) n� I I I L I J I I I III 1 1 1 1 1 1 �I 11LL Al I LI11L I I I LI I I III I I I 111_LL1111J I III 1 1 1 1 1 1 SIJ I I I I I I I I W I jJ I L L11 I I I I �l I I I 1700 lll.i�I li H II �I II S I I it III II ��J II II I i IuL IuI I i I��i I ILLLL-U L PLUM ISLAND LANE -- --- ORIENT, NY, 11957 x4 Azek Dr Equ cosi g SCTM: # 015-06-08 2" Amk oi ❑ E of H ToricIJA ill W! ' DRAWING TITLE; 4.x " k or Equo Casi " Az k Iqui His ric l LU LL _LLIl II II �I Iu�l' ELEVATIONS L_W_LI L I I I ILI V I I I L1 LLLWLLLLLI! _LCOPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE AS NOTED L1111L1L111ULL 117-441" I I ILI I�LI111 PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF LULAi LUILL i KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. LuLiji NOTES: ' I, II Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 5" 4" A e r Eq I C ing of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2" Azek r of Hi tori Sill Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL P Y q `� FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE agencies prior to construction. DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT I I { FORMALLY ACKNOW>_EDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE I ;SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JUNE 12, 2021 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS ASi`. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES ,X's' 1 103-2021 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 A' TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING "-� ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS ` �� t �� =' CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF ,;-, THIS SECTION. " ¢=� SHEET NUMBER: WEST ELEVATION L� s�51U R301,1.1 ALTERNATE PROVISIONS �� AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING X202 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND �SI�I 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. DOB NUMBER: OF 1 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) x 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD �I�rDFSIGN•t1SSOCIATES,uc FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) �' KEHL DESIGN ASSOCIATES �c m residential & commercial design • consulting P0.Box 1675 phone: (631 433-9084 Southold,New York 11971 E-Mail: ssbn654Coptonline,nel Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMLNIS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Hurricane Strapping 12 Hurricane Strapping 14"x16" LVL Ridge 2x10 Rafters - 16"oc. —T 5 2x10 Rafters - 16"oc. 2'x10 Rafters - 16"oc. REV: 8" CDX Roof Sheathing " CDX Roof Sheathing ng" COX Roof Sheathing Ice and Water Sheild Hurricane Stropping Ice and Water Sheild Ice and Water Shetld pp g AF Architectural Roof Shingles GAF Architectural Roof Shingles GAF Architectural Roof Shingles 8" CDX Sheathing " CDX Sheathing " CDX Sheathing 2x4 Ridge Pole—'- 2x4 ole \ 2x4 / 26 Strongback \ 12 2x8 Ceilin Joist 6"oc. 2x8 Ceiling Joists 16"oc. (2)14"z 16"I�VL ) 5 F— Non- (2)14"x 16" LVL 115 ■ 12 ( (2)14"x 16" LVL Hurricane Strappirg 1„ 1„ o� (2)2x4 Top Plate Habitable 5 F— " W-11" I I Hurricane Stropping 14'x118 LVL Ridge V' 2x10 Rafters - 16"oc. New Attic Non- Habitable PP g -I ��, p Exterior Sheathing Attic (2)14"x 16" LVL � I I 2x10 Rafters - 16"oc. g ��� Grace House Wrap or Equal ` V ( I g CDX Roof Sheathing Attic g �c � � ( Ice and Wafer Sheild COX 0o Sheathing Ice and Wafer Sheild— Storage and �� 2x4 Studs 16"oc Storage GAF Architecturol Roo( Shingles12 1\ (2)14"x 16" LVL //\�1 �� R-13 Insulation i Storage I GAF Architectural Roof Shingles e" CDX Sheathing 5 (— ,//`'`v 2x4 Shoe g I ( Hurricane Strapping s CDX Sheathing a U6612x8 Ceiling Joists 16'oc. 3x8 Beams ® 48" oc. 2x8 Box Beam 2x8 Ceiling Joists 16"oc. 5 2x8 Ceiling Joists 16"oc. 2x8 CeilingJoists 16" '. 1x6 Azek Fascia (2)1a'x 16" LVL1x6 Azek Fascia R-30 Insulation , (2)2x4 Top Plate 1x6 Azek Fascia 1x6 Azek Beaded SD-3Y2. WORK NOTES: p Exterior Sheathing ' 1x6 Azek Beaded Soffit ( -6" 12'-9� 4T 0.-0" ( ( -0" 11'-9" 1z6 Azek Beaded Soffit (2)2x4 Top Plate — Grace House Wrap or Equal O pI I New (2)2x4 Top Plate ( 2 2x4 To Plate 2x4 Studs 16"oc „ 10'-1QY 2'-0" 10'-f� - 5'-4y" p Exterior Sheathing z 2 R-13 Insulation I �" Exterior Sheathing New 4" New I I New o 2' Exterior Sheathing Grace House Wrap or Equal Existing Ex. Bath p q Grace House Wrap or Equal g NEW Existing __ I Grace House Wrap or E ual Existing I I Master p q 2x4 Studs 16"oc Bedroom g - Bath Existing g Office A S Insulation I 2z4 Studs 16"oc Cl. Bedroom 2x4 Studs 16"oc I��T FOR CI Bedroom I R-13 Insulation Bedroom Bath II R-15 Insulation 12 II CONSTRUCTION 2x4 Shoe 2x4 Shoe I5 F__ � I I USE UNLESS 2x10 Box Beam I shoe 2x10 Box Beam 2,10 Floor Joists 16"oc. 2x10 Fhor Joists 16"oc. 2x10 Floor Joists 16"oc. I 2x10 Floor Joists 16"oc. 2x10 Boz Beam CERTIFIED BY A (2)2x4 Top Plate (2)2x4 Top Plate - (2)2x4 Top Plate C (2)2x4 Top Plate Box Out Girder and I I (2)14"z 94"LVL with (1) 2" Steel Flitch Plate I I PROFESSIONAL L >s" Exterior Sheathing 2x6 Blocking Wrap with tx Azek II I I New � �I���R—Grace House Wrap or Equal Shift Post as Necessary ■ Existing I I 7' Exterior Sheathing 2° Exterior Sheathing Dining 2x4 Studs 16"oc ( I. Kitchen g Ex. Bath ' ' Existing Existing Family Room I Family Croce House Wrap or Equal Room R-13 Insulation Covered Existing Living Room 9 Y - I ( Grace House Wrap or Equal 2x4 Studs 16"oc Porch Foyer 2 Room2x4 Studs 16"oc R-13 Insulation No Handrail to be 3Y" R-15 Insulation 5' $ CDX Subfloor Installed at this Time I I Addition New 4"x6" Trex Decking 2x4 Shoe 20 Shoe 2x4 Shoe or Equal 20 Shoe 2x10 Boz Beam 2x10 Floor Joists 16"oc. 2x10 Box Beam 7 2x10 Floor Joists 16"oc. 2x10 Floor Joists 16"oc. 2z1D Floor Joists 16"oc. 2x10 Box Beam 2x6 ACO Sill 2x6 ACO Sill 2x6 ACO Sill gPROJECT: Anchor Bolts Anchor Bolls o — — — — — Anchor Bolts 8" Poured Concrete Foundation Grade Grade (2)14"x 94"LVL New Sistered along3 New 8" Poured Concrete Foundation New 8" Poured Concrete Foundation side of Existing ( I I Y '� �+ Garage 17 Damp Proofing Storage New Damp Proofing New Floor Joist ( I Garage � I I Damp Proofing I Sz;-)� Room Recreation Shop Recreation I I i I Addition , Room Room I I I � -0" 1 D II I " 20 Keyway 4" PC. Slab 2x4 Keyway I I I I 6x6 10/10 WWM. 6x6 10/10 WWM. A 700 Existing 16"z8" Footings Existing 16"x8" Footings I I I I 4" P.C. Slab 1 Min. 3'-Gr Below Final Min. 3'-0" Below Final Grade PLUM ISLAND LANE Grade Grade \24" Apron ORIENT,, NY, 11957 New 16"x8" Footings Min. 3'-D° Below Find SCTM: # 015-06-08 Grade DRAWING TITLE: CROSS SECTION = ROSS SEC"�I0� B SECTIONS SCALE: 1/4" 1'-0" 301AS NOTED SCALE: 1/4"= 1'-0" 301 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE DESIGN PRDFFESSIONAL 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. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 'SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JUNE 12, 2021 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, 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 ':a'3 i.£•;"` 1103-2021 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 - � t�. , . B D K 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 .�_`: THIS SECTION. ©COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE E �� `'' f ��`: ;,;. r4� z=� SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT R301.1.1 ALTERNATE PROVISIONS �� � t, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF * � ; STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE -- � �o � A301 THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ,.;, THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such I�III,DESIGN•ASSOCIATES uc FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) agencies prior to construction. , 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) a �.; :/ ./ice ,:,z;�:, ;,;,i :' ���,;;`.i 1,;.•-,:. .../> KEHL DESIGN ASSOCIATES �c residential & commercial design • consulting P0.Boz 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail; ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC ,/%Tri/rJ. i/r.Jiri OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: Hurricane Strapping14"x118" LVL Ridge 2x10 Rafters - 16"oc. J" CDX Roof Sheathing Hurricane Strapping " z.. Ice and Water Sheild 14 x118 LVL Ridge 2x10 Rafters - 16"oc. GAF Architectural Roof Shing!es� ' CDX Roof Sheathing 12 g Ice and Water Sheild 8" CDX Sheathing 2x6 Collar ITies 48 oc 5 12 GAF Architectural Roof Shingles 12 , 8" CDX Sheathing 2z4 Ridge Pole 2x4 Ridge Pole 2x4 Ridge Pole a,WORK NOTES: � 12 2x4 / 24 Strongtock 2x4 /2x6 Stronghack 20 /2x6 Strongback 5 (- 2x8 Ceiling Joists 16"oc. 2x8 Ceiling Joists 13"oc, 2x8 Ceiling Joists 16"oc. 1x6 Azek Fascia— 16 Azek Fascia— —1x6 Azek Fascia 1x6 Azek Beaded 5affit----j 1x6 Azek Beaded Soffit---J \—1x6 Azek Beaded Soffit -6Y" 12'-s" (2)2x4 Top Plate W (2)2x4 Top Plate :7 -0• -O" 11-9. J �_ (2)2x4 Top Plate NOT FO R " " Existing ' New V2• New • New V2• i Exterior Sheathing New p Exterior Sheathing Exterior Sheathing CONSTRUCTION Grace House Wrap or EqualCl Bedroom Grace House Wrap or Equal Grace House Wrap or Equal USE UNLESS 2x4 Studs 16"oc Studs-}6"o Office cis Master 2x4 Studs 16"oc R-13 Insulation R-13 Insulation Bedroom R-13 Insulation CERTIFIED BY A PROFESSIONAL ��x4 Shoe 2x4 Shoe ENGINEER 2210 Boz Beam i� R (2)2x4 Top Plate Out 2x6 Blocking Wrap with lx Azek (2)14"x 94°LVL with (1) g" Steel Flitch Plate I I 3 Shift Post as Necessary I I I I New Existing Existing Existing i i EXiStln i i 2° Exterior Sheathing Covered Covered Covered I I g Existing Family Room I I Family Grace House Wrap or Equal a Porch Porch Porch I I Foyer " Room 2x4 Studs 16"oc No Handrail to be R-13 Insulation Installed at this Time I I Addition ;PROJECT; New 4"x6" Trex Decking I or Equal U 2x4 Shoe 2x10 Box Beam , AIN 2x6 ACO Sill N <V N I Anchor Bolts + i Grade Grade GradeI I n I I New 8" Poured Concrete FoundationJ #� o I I o o Garage i I Damp Proofing Gara e 1700 Addition ' PLUM ISLAND LAME II II � 6x610/10 WWM. 6x610/10 WWM. ORIENT, NY, 11957 II 4" P.C. Slab Grade SCTM: # 015-06-08 \24" Apron "DRAWING TITLE: New 16"x8" Footings Min. S-0" Below Final Grade 5 SECTION © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE CROSS SECTION AS NOTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SCALE: 1/4'=1'-0" KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 30 0 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. NOTES: Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE of local governing agencies, such as Suffolk County Dept. of Health Services, Town BuildingDESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ^, FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR agencies prior to construction. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE •'SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JUNE 12, 2021 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT N0: ROOF LOADS, FLOOD LOADS, `.SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES1103-2021 � IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM ,;,.. �<, g?��,. -;..<?,., DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE `° ''ry ' '` TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING 4°?� J. C� `�� �'` BDK �,•^IVY r.,,, , ELEMENTS TO THE FOUNDATION, BUILDINGS AND STRUCTURES CONSTRUCTED AS �'`.-, CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF { , '' �• , tr THIS SECTION. SHEET NUMBER: R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING EA302 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 '• y E ' NEW YORK STATE. DOB NUMBER: 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-5230) )�DFSIGN•ASSOCIATES,� 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) GENERAL NOTES: "%, �-;/•�i:�/,/�i'.,3r%%fir:!!%//,:,,�,�-• '�`//,,�,i,.. :; i' SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTIONGeneral Notes: C 0 N T R A C T 0 R N 0 T E S 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. � _ 1. All studs tbe SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. ! . GENERAL NOTES: 2o i� fir FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. V� 1 • ALL WORK SHALL CONFORM TO THE REQJIREMENTS 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 KERDESIGN 7!_ CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercia PRACTICES.2• 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHIONBEFORE 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.BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 , 3 9084 3• AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 5. Erect and brace trusses in accordance to truss plate institute recommendations. p MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654eo fonline.net � MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. KehlDesi7pAssoci ter//�//� o yD Associates,-,LL�y 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. �' �'�'l�" � �' �'�l/ /, -,�1� THE CONTRACTOR SHALT_ 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 uF DOCUMENTS: 5. THE CONTRACTOR SHALT_ BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN 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 CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall be 9 E copied, disclosed to others or used in connection 6• a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which THE CONTRACTOR SHAL'_ LAY OUT HIS 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 E3- 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. 8. 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 APPROVED AS NO ED ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. I, t��2 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv 285 E = 1,900,000 PSI bATE�u--- B.P.# 5 SI 9. Fb = 2600PSI4. NOISE AFTER HOURS: FE a/ -6o BY: THE CONTRACTOR SHALT_ DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE NOTIFY BUILDING DEPARTMEN AT A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, NOTIFY SAM TO AR FOR THE 10. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE H J KEHL DESIGN ASSOCIATES, LLC. NOTE ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. B. EXCEPT LEGAL HOLIDAYS. FOLLOWING INSPECTIONS: 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. 1- FOUNDATION-TWO REQUIRED 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. FOR POURED CONCRETE 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. 2. ROUGH-FRAMING&PLUMEiING WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH a• INSULATION 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. 4. FINAL-CONSTRUCTION MUST 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 BE COMPLETE FOR C.O. RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES ALL CONSTRUCTION SHALL MEET THE 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT REQUIREMENTS OF THE CODES OF NEW 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 YORK STATE. NOT RESPONSIBLE FOR 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 DESIGN OR CONSTRUCTON ERRORS 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 ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC, HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION NOTFOR SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3 SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CONSTRUCTION LOAD SPEED mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 3'-O" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. DESIGN CRITERIA FORNOTTHENATOOMS MEET URAL LIGHT OREXCEEDTER 3 REQUIREMENTS. R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL • EXCEPTION: PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE ENGINEER 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %e INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) & SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE 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 LIMITED STORAGE b'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT - USE OCCUPANCY CORRISION-RESI STAN T ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY ATH IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V., IS 180 MPH (290kps) OR LESS. E DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TABLE R301.2.1.2 WIND-BORN TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 TYPE GROUP FIRE ESCAPESRESIDENTIAL CODE OF NEW YORK STATE. 40 FASTENER SPACING (INCHES) . h R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS d 200 FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL SEP - ��?� Ij < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, � J i,J HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS f 50h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO. 8 WOOD SCREW- y f-`Jli Dlr"'FDFi-i. ' a BASED ANCHOR WITH 2 16 10 8 BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE _ HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 50a INCH EMBEDMENT LENGTH 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 N0. 10 WOOD SCREW- ; tE FOUNDATION. BUILDINGS AND STRUCTURES HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. PROJECT: THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE 3 STORY Y4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE =24'-8' AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 16 16A P 0"N 2020 BUILDING CODE OF NEW YORK STAIRS 40c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEEREE DESIGN IS USED IN CONJUNCTION WITH STATE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) S 1 D E FOR SI: a. This table is based on 180 mph ultimate design wind speeds Veit and a 45-foot mean roof height. H TOTAL HEIGHT FROM RIDGE TO GRADE 34'-1 " 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) RES 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. 1700 APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into PLUM ISLAND LANE LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4 ORIENT, NY, 11957 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. SCTM: # 015-06-08 c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEWYORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OFNEWYORK GENERAL NOTES AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE NIA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" NEW FINISHED BASEMENT 446 sq.ft. FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED EX. BASEMENT NIA NOTES: TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ("TABLE R402.12 a THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND EX. FIRST FLOOR 1181 sq.ft. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 HESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY E THE NEW FIRST FLOOR 120 sq.ft. g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRA SKV MTb GLAZED CEiLINO WOOD MASS FLOOR BASEMENTc SLAB d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR 839 sq.ft. MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE LFACTOR7 U-FACTOR FENESTRATION RNALUE FRAME WALL WALL RNALUE WALL RVALUE SPACEa NEW SECOND FLOOR 459 sq.ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHOCb,e R-VALUE R-VALUE RNALUE &DEPTH R-VALUE DESIGN FESSIONAL ASSUMES NO LIABILITY FOR OMM NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW BALCONY NA THE PLANE OF THE TRUSS 4EXCEPT UNFORESEEENEN FIELD CONDITIONS AND OR ADDITIONS BASEDD UPON ONS DUE TO UNKNOWN OR ON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2(t 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(o) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL: DAZE: 328 sq.ft. = ATTIC (HOUSE)(b) q• For SI: 1 foot = 304.8 mm 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less `w NEW GARAGE ADDITION 120 sq.ft. BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the ._ZJUNE 12, 2021 ATTIC (GARAGE)(a) NA NOT LESS THAN 30 INCHES R-value specified in the table. PROJECT NO: © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED BONUS ROOM NA b. The fenestration U-factor column excludes skylightsC. . The SHGC column applies to all glazed fenestration. it ` 1103-2021 „.. " 10 13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavityinsulation of the SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. interior of the basement wall. UNDER FEDERAL COPYRIGHT LAW. Yp6.y;` '':. DRAWN BY: SUNROOM NA :.. 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD PLANS MAY NOT BE REPRODUCED WITHOUT BDK EXISTING DECK 272 sq.ft. °15/19° means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION. MEMBER DEPTH. g' �_,.�-- CHECKED BY: interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the �tT ,'`a�$ NEW DECK 454 sq.ft. basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF : r" THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE COVERED NEW DECK 1139 sq.ft. insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS y KEHL DESIGN ASSOCIATES LLC. SF�EET NUMBLR: EX. COVERED FRONT PORCH 242 sq.ft. � �1 q THAN 10 POUNDS PER SQUARE FOOT. r : d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Y~' �� COVERED ENTRANCE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, NTH WRITTEN POOL HOUSE CABANA NA h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. ACCESSORY STRUCTURE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without • (a WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF ) g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. g g g (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction. ® MI)ESIGN-00MTES,uc insulation is on the interior of the mass wall. ,077- 7,X, SIMPSON STRONG— TIE CONNECTORS SPECIFIED FOR CONSTRUCTION .-V N�I NAILS USE A M' DF TWO Ba N THIS MTS20 LTS20 A DOUG-�IR LARCH �30. PINL UHL11­T SIDE OF TRUSS. PROVIDE (1) HGA10KT ON SIDE OF CEILING JOIST LATERAL WITH TOTAL FOUR X ALLOYIABLE LOADS 1.2 LOAD FASTENERS �1� AND ON SIDE OF RAFTER MODEL CA UPLIFT UPLIFT (133/160) 8dx1 1" CODE 8d NAILS AVG NAIL, TO T REF. INTO TRUSS TO 0 RAFTERS/ PLATES STUDS ULT. (133) (160) F1 F2 33& STU TRUSS F 1 160) NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-SIMPSON UP WASHER KE H7 16 4-8d 2-8d 8-8d 2991 930 985 400 — — 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES UBL DESIGN ASSOCIATES, LLC residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 — — 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) - ALLOWABLE UPLIFT LOADS (133) TWO ARTg-.12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER d NAIL • PO.Box 1675 phone: (631)433-9084 MODEL CA AVG 2 CODE INTO NO. MAX. LEAR ULT. LFTA LFTA REF. PLATES Southold,New York 11971 E-Mail: ssbn654@optonline.net WIDTH LE7 AR WID PAN 14" 3" L WIDTH PAN L QTY DIA 2" 2�" 31" 2 2� 3" EIGHTS 8d INTAILS 1205 — 5 INTO SP4 Kehl Design Associates,LLC 9 formerly D A K Associates,LLC LFTA 16 10d 4200 1400 5, 44, 8 STUD 2J" 17" 38J��16- DOUG-FIR LARCH / SO. PINE FASTENERS ALLOWABLE UPLIFT LOADS oo 3 00 77771P 7 USE OF DOCUVILNIS: MODEL L — AVG 10d 10d x 14" CODE These drawings and specifications including the NO. 10d 10d x 14- ULT. _ REF. LFTA LSTA21 ideas, design and arrangements represented (133 / 160) (133) (160) therein, are the property of KEHL DESIGN oo ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 o. HGA10 with any work or project other than for which mTS20 20 14-10d 14-10d x 1}" 3116 1000 840 1000 1 3, 41, 128 ARTJ'xl 2 DETAIL "Kill they have been prepared without written consent. LST20 20 12-10d 12-10d x 1}" 2383 775 720 720 3, 41 0STU 5"- COUPLER NUT DETAIL "Ell o DOUG-FIR-LARCH/ Equal, number of- o. 8 �SIMPSON TYPE OF DIRECTION SO 0 PINE CODE secified nails in TAKE—UP WASHER ALL MODEL CONNEC- OF LOAD -FLOOR WABLE LOADS ROOF (133/ REF. peach end NO. TION (l'DO) (125) 160) Simpson Strong-Tie G 515 645 670 C S I(D ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "Hill H 1 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDO WN HOLDOWN ARTJ'xl 2 STUD 2,3 DEFLECTION DEFLECTION CODE MODEL AVG LENGTH OF BOLT AT HIGHEST REF. MACHINE IN VERTICAL WOOD MEMBER AT HIGHEST NO. ASE BODY 4 ANCHOR BOLTS ULT. ALLOWABLE ALLOWABLE CA HB SB W H B so CIL DIA5�8 -- LOAD DESIGN 0 OTY7 DESIGN WHEN RAISED OFF DIA 21. BASE 13" 1 2" 1 24" 1 3" 1 3�51 LOAD THE SILL PLATE — 0 0 4a" 2�" 21j" 8" 2�" 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 F 43 2, ,] .82 0 HD2A 16 12 0 0 MODEL DIMENSIONS FASTENERS ALLOWA3LE UPLIFT LOADS NO. I --AVG OF / SP CODE W L STUD PLATE ULT. (1331' -Cl—60-) REF. SP4 3t " 71" 6-10d x 1j" — 2917 735 T 885 7, 40, 127 DIMENSIONS FASTENERS (TOTAL) ALLOWA3LE TENSION LOADS CODE MODEL CA FLOOR I — REF. NO. (10 NAILS 0) (133) (160) • 01 1WORK NOTES: LSTA21 20 1 21 16-10d 905 1 1205 1295 7. 40, 90 00 DIMENSIONS FA13TENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL CAREF. W L NAILS NO. FLOOR 1 (133) (160) Simpson Strong—Tie -STU 5,, 1 1 1 1 (100) 1"' 1 24 1 -7--10d 1 25 1370 1640 1 7, MSTA-24 18 40, go LUS46 SIMPSON TOTAL FASTENERS ALLOWABLE TENSION LOADS CODE MODEL L END CA CUT LENGTH (TOTAL) SPACINGREF. HE12A TAKE—UP WASHER NOT FOR NO. (LENGTH L (I oo� (133 / 16 0)2 OC. OF ROLL _ I — (IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION CS1 6 150' 14- 1 16 CLEAR SPAN +31" 28-8d 1235 1 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 I DIMENSIONS FASTENERS DOUG FIR LARCH/50. P11 F AlinWARIF inAn� NOTED, FAILURE TO COMPLY WITH ALL NOTES MODEL — ON, ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION USE UNLESS NO. CA [WI 8 HEADERS JOISTS AVG UPLIFT FLOOR (100) SNOW (115)1 ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES H loll 16d ULT. (133)1(160) 10d 16d 10d 16d 10d I 16d REF. ALL LIABILITIES ON THE CONTRACTOR. DETAIL 'IF" CERTIFIED BY A LUS46 18 3 " 1 4J" 2 4-16d 4-16d 6076 1140 1 1160 — 1000 1150 1-1 1250 7, 40, 127 DETAIL flit? CN COUPLER NUT HUS210-2 14 3J" 9{-I 2 8-16d 8-16d 6076 1755 12105 — 1650 1900 1-1 2065 1, 36, 84, 122 1 ART8'x12 PROFESSIONAL DOUG-FIR LARCH/SO. PINE ALLOWABLE LOA MODEL AVG DS STU 5"— FASTENERS UPLIFT LATERAL CODE UPLIFT (133/160) REF. SIMPSON ENGINEER NO, CA ULT TAKE—UP WASHER ITO RAFTERS I TO PLfTES TO STUDS 1 (133) 1 (160) F, z: F 2 160 HG A l OTT— 14 1 4-SDS41"x1J"I 4-SDS;J"x3" 1523J 435 1 43.5 1165 1 940 NMUM F USE AMINIMUM OF SP4 I INAILS THIS SIDE OF TRUSS, CNW- COUPLER NUT TOTAL FOUR SE A MINIMUM 11 SPL} PROJECT: 8d NAILS TWO 8c NAILS THIS INTO TRUSS MTS16 STU J- ANCHOR BOLTS TOTAL FOUR TAKE-UP WASHER SIDE OF TRUSS. MTS16 SIMPSON LSTA21 SIMPSON HE12A Strong-Tie 8d NAILS LSTA21 AIIIIIIIII1111k AIIIIIIIII1111k INTO TRUSS HUS 210-2 C 'A -0. TWO F, E S I E C E 8 AILS PLATES EIGHT --1 TWO 1700 Ed NAIL SL� 8d NAILS INTO INTO STUD Simpson Strong-Tie PLATES DETAIL "All PLUM ISLAND LAN H7 EIGHT INTO DETAIL 1011 DETAIL "G11 DETAIL "J" ORIENT NY, 11957 STUD Simpson Strong-Tie 8d NAILS H7 Simpson Strong-TieSCTM: # 015-06-08 LFTA ROD SYSTEM DETAIL "Ll' LFTA DRAWING TITLE: LFTA Ridge Strapping DRAINAGE ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 NOTE: IDD ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. CHARTS & CALCULATIONS 3­11THROUGH ROOF THROUGH ROOF 2,d FLOOR 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. STRONG-TIE DETAILS 2 ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. NEWROOF DRAINAGE ROOF AREA = 1975 sq/ft 2" 11, man M&MR CALCULATIONS AND MTHIM MW POWDER 31, MTWON BATHROOMLTP4 2 ROOM 2 3'. V = A x R x c PLUMBING RISER DIAGRAM 2 2 A = 1975 sq/ft 2-1 FLOOR 1 t FLOOR 7 — LTP4 2- 2 Z5 2 R = 2" RAINFALL = .17 ft LTP4 3' 3' C.0, C = COEFF. = 1.0 -3' V = 1975 x 1 x .166667 = 329 C.F. NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL KrrCHEN POWDER" BAR ROOM DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie 2 2 2 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 329 / 42.25 VERTICAL FT. / FT = 7.8 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE LTP4 DETAIL "B" FFl, [oor-to- oor Connections Ridge Strapping DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMM19ONS DUE TO UNKNOWN OR 1 t �1= 7 7 1st FLOOR USE (2) 8' DIA. POOL 4'-0" DEEP = 8 V.F. LTP4 Detail FLOOR 2- 2- 2" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong-TieOR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Fl,00r Connections 3 3 329 / 22.3 VERTICAL FT. / FT = 14.8 'SEAL: DATE: 6" C.0 4" F.A. VENT, 0, C.G1, C.0, C.0., 0.ABOVE GRADE USE (3) 6' DIA, POOL 6' DEEP 18 V.F. JUNE 12, 2021 c. PROJECT NO: 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. 4 4" CI TO SCWA APPROVED SEWERAGE SYSTEM POOLS TO BE PLACED ON OPPOSITE SIDE OF HOUSE 1103-2021 DRAWN BY: NO SUBSTITUTIONS PLUMBING RISER DIAGRAM (NTS TRAP) HOUSE AND/OR LEADERS TO BE PIPED TO BDK Al,( framing hardware shown on these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH &<CKED BY: unless otherwise indii-ated, is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC No substitutions are approved or authorized, SHEET NUMBER: Due to the relationships of framing hardware to R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN, OF 10 FEET FROM FOUNDATION). LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A the other components of the structure, any framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA G2 null and void, and will result in the installer/contractor assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS WHERE TRAFFIC IS TO BE PRESENT, performance of the entire system, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUVl OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. T) KE5DE5IGN-AWIMAM, 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) /' r/ ";i��!r" ;,�;�,.Zzw �%jr " ,/, ;'fir'::`'/,;"�;'� ,?-, ,}-✓'r.;/��; FRH Lid JLL' KEHL DESIGN ASSOCIATES �.c residential & commercial design • consulting P0.Boz 1675 phone: X631 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC JWNEKSHIP & USE OI DO(_UMENIS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: A A 0 WORK MOTES: HVAC Duct HVAC Duct NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A Covered HVAC Duct HVAC Duct A PROFESSIONAL Porch ENGINEER r PROJECT: 3DI Covered Porch 301 110, Cr'&A F%Sh' I%0N=z%bV' r% Er" A,,, 5 r ki 4 1700 PLUM ISLAND LANE EXISTING BASEMENT FLOOR PLAN / } ORIENT, IVY, 11957 a SCTM: # 015-06-08 HVAC DUCT LOCATION TITLE: Scale:4" = 1'-0" EXISTING FOUNDATION EXISTING WALLS PROTECPYRIGHT TED UNDER 1KEHL FEDERALDESIGN COPYRIGHTOCLAW.SPLANS MAYFNOOTRBELREPRODUCEDEWITHPANS AND ONS ARE PLAN / HVAC WITHOUT DUCT LOCATION WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. NEW WALLS NOTES: Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NEWHALF WALLS Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE agencies prior to construction. DESIGN PRDFFESSIONAL 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. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JUNE 12, 2021 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, VOJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1103-2021 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM s' "° "' ` _ .; '.';; DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ?r ,.s, �..N• . BDK ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS x�f 3' L ,�k CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. �f t``'��,4 '�, �-� SHEET NUMBER: R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND ' • }'' Al 01 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. ' .�..,,,.„ • *O'� UOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD �jj[�IDESIGN•ASSOCIATES FOR ONE—AND TWO FAMILY DWELLINGS (AISI-5230) k ,ue 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) /i w 44 ACQ Post ✓; %i - R o'-11Y" "x12" Anchor Boolt ,' D" KEHL DESIGN ASSOCIATES LLC 18'-5 q" 18'-5 4` 16'-0" -0` -0Conc. filled 12" Sona Tub residential & commercial design . consulting V O I PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH '_�^ #4 Stirrup ��' THE 2020 RESIDENTIAL CODE OF NEW YORK STAT 2 ---------7 -2 9Y" DECK NOTE DECK NOTE �- PC.Box 1675 phone: (631)433-9084 NOTE:TOP OF DECKING NOTE:TOP OF DECKING \18"x 18% 8' Ft Southold,New York 11971 E-Mail: ssbn654@optonline,net TO BE FLUSH WITH TO BE FLUSH WITH g BOTTOM OF SLIDERS BOTTOM OF SLIDERS Min. 3'-D" NATE: VERIFY ALL DIMENSIONS TO Below Final Grade, Kehl Design Associates,LLC o formerly D A K Associates,LLC NSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTINGq'_q^ UWNLRSHIP & USE OF DUCUMLNTS: ROUSE. 11^" 3" S_,,, '-1 3'-10r 7'-W' 3'-10 3'-10Y' 7'-�' 7'-V, 1'-✓ 7'-6r— 3^ 1" FOOTING "All- These drawings and specifications including the —2'_g —�'_1y^ ideas, design and arrangements represented 1'-8" �--- 1'-6' 1•--x-1'-6" �------ l'-6" —�1'-6° 1`— 1'-6° �---�1'-6" --- -1'-6" --�1'-6' � —�1'-6' therein, are the property of KEHL DESIGN ALL HEADEdS:NTE O BEASSOCIATES, LLC. No part thereof shall be (2)1'/a"X 9i�' JLESS — — — — — — — — — — — �- — � — — — — — — - — ———— _ �t — — — — — — — — — — — — copied, disclosed to others or used in connection —r - - - - - - —r - -- - — I- - - - - - - r— - - - with any work or project other than for which OTHERNISD a they have been prepared without written consent. ( DECK NOTE NOTE: VERIFY ALL DIMENSIONS 2x8TACRoor Joists @ 16"oc. 4� 2x8 ACQ Floor Joists @ 16"oc. 2z8 ACO Floor Joists 16"oc 2z AC Floor Joists @ 16"oc. I NOTE:TOP OF DECKING ACQ Floor Joists @ 16"oc. A Flo r st @ 1 " 4x4 ACQ Posh_ INSURE WALLS OF NEW ADDITION 2'_g� 1y^ �I �I �I ( TO BE FLUSH WITH REV: LINE-UP WITH WALLS IN HOUSE. � � � I� I �I -�I � -o BOTTOM OF SLIDERS See Footing �I �I See Footing Q I �I ( See Footinn ,^ Grade See Footing a " " 21"x12" Anchor Bolt 1' 0" O° ❑ " I "A" Detail Q < " „ XI XI "A" Detail �I �I A Detail Conc. Filled 12" Sona Tub o A Detail NOTE: PROTIDE FIRE BREAKS Iv II �I �I i N 7 4S PER �4 Stirrup THE 2020 1'-8" 1'-6" 1'-6' 1 -1' 6" I 1'-6" I I RESIDENTIAL CODE OF 2817 '� 9 /Line of New Deck 6" �? - 24% 24% 8" Fig. NEW "ORK STATE z � o "° � `^ .t Line of Existing Deck Sir — —— — — — — Min 3'-O" -� Below Final Grade. ELECTRIC In II H n 10" I N PANEL suate a of a d Cod 7'-0, 1'->�' Water Pipes in Ceiling. 2x8 AC Floor Joists @ 16'oc. of _ FOOTING "B" A Replace Ceiling Tile and -�" -5)i '-11Y" 2x8 ACQ Floor Joists @ 16"oc. a See Footing o z 1 Track with New 2x2 Ceiling Q "Et" Detail Q/Line of Existing Deck M L — — — — T � z Tile and Track Insulate all Hot and Cold Insulate all Hot and Cold I DECK 12 ^ �—�2-0" 5/8" Fire-Rated 1-6" / Water Pipes in Ceiling. Water Pipes in Ceiling. Sheetrock DECK Replace Ceiling Tile and o 0 — _ NEWTrack with New 2z2 Ceiling Provide Egress ADDITION cc Tile and Track N STORAGE WindowatLocation I o Provide New Tile Floor in N of Basement Window _2 r —1 ROOM Basement (Verify With 2x8 ACQ Floor Joists @ 16"oc. � — NEW I with 6x6 Retaining �I o I See Footing f— — a — —1 WORK NOTES: FUEL Owner g Q See Footing "A" Detail OILSHOP I Wall with Steps as I "B" Detail x l x M TANK 13'-11" NEW per Section R31 M P - 1'-6"NY State Code 2-0" �l � 2'-D, -s° ,� Hr Fire—Rated RECREATION '— — — _�� DECK NOTE Steel Door and F r. � — — Assembly with ROOM �L grin. de ,CANetoinin Wall grin Gr de CCA Retainin Wall rt— TO BE FLOP OF USH WITH Self-closing Hinges — — — _ EY,. (2)1 3/4"x _9 1/4" VL 2868 " NOT FO R - $— - - - - - - 2x8 ACQ Floor Joists @ 16"oc. 6T" BOTTOM OF SLIDERS �06o Girder Gravel a Gravel 2 Line of New Deck See Footing �" ( New N See Footing o Grovel "A" Detail Gravel �I See Footing t ps Q _T CONSTRUCTION Egress "A" Detail �l "A" Detail T-9" T-9" B T-9" °'�'-4Y` Window 1'-g" 1'-6" _ USE UNLESS ( 3 v Morin 'ode ' A Retami Wal Marine Grade CCA Retainin — Insulate all Hot and Cold Insulate all Hot and Cold M Water Pipes in Ceiling. Water Pipes in Ceiling. " " �;fllmney `D CERTIFIED BY A Replace Ceiling Tile and —.� - - - NEW Replace Ceiling Tile and 3068 PROFESSIONAL Track with New 2x2 Ceiling o _— ( Track with New 2x2 Ceiling RECREATION Tile and Track 121 Hr Fire-Rated — — — — — — (— — Tile and Track ENGINEER COVERED Provide New Tile Hoor in Steel Door and -0" FURNACE Provide New Tile Floor in (— — — — A Basement (Verify With ROOM Basement (Verify With Assembly with LOCATION Step footings A `D 1 PORCH Owner Self-closing Hinges i Owner Note: Insure Footings ABOVE 23'-9N are Maintained ) ( / at 3'-0" Below Final Grade '0 ( o NEW ) .2668 SCWA 112" Sheetrock GARAGE ( W GARAGE CLOSET ❑ ( � Note: Insure footings are MaintainedHOUSE o SUPPLY 1/2" Sheetrock5/8" Fire-Rated 5/8" Fire-Rated ADDITION (o at 3'-0" Below Final Grade Sheetrock on Ceiling Sheetrock on CeilingPROJECT: ( X ( x Note: Insure Footings (� t '004"APA A ( COVERED are Mointained ( � U ""' [ ( A �U ( at 3'-0" Below Final Grade ( PORCHI _ Step footings ( � ^>� — " ^ RESIm"iiiiiiiii" Eft Vd �ABOVE __ _ � L- — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - = - - - - - - � 1700 PLUM ISLAND LANE ORIENT, NY, 11957 21-11 '-0' SCTM: # 015-06-08 DRAWING TITLE: 31 Provide New Exterior Siding with " Board and Batten' 0-11� ' NEW FOUNDATION PLAN / Hardi—plank or equal DECK FOOTING / FRAMING Provide a"x32"' Azek or Equal Exterior Casing around all Windows and Door © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PLAN AND NEW BASEMENT r vide 2" Historic Azek or Equal Sill an All PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FLOOR PLAN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF windows KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE F ovide Central Air Conditioning to Entire House PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Provide Optional Price for New Hich iNOTES: Efficiency Hot Air Heating system. Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1-Unit in Basement (Basement, First floor) BASEMENT FLOOR PLAN of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 1-Unit in Attic Second Floor Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE All Casing on Windows and Door :o Be agencies prior to construction. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Changed to 32.1 Beaded Casing with Scale:4'_ 1'.Q" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT tg" Back Bond. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Base Molding to be 521" Beaded 3ase R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: CI Interior Doors to be Replaced with R301.1 APPLICATION BUILDINGS AND STRUCTURES AND PARTS THEREOF SHALL BE lg' "Logan" Doors EXISTING WALLS CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, t JUNE 12, 2021 Masonite ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS .` PROJECT NO: Provide Price for Buried 1000 gal Propane PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES N' 1103-2021 Tank IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: [Provide Price for Whole House Generator THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING . , `,' Provide Price for On Demand Hof-Water NEW WALLSELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS • ,r e.. CHECKED BY: Healer 'Novien NPE-240A PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF .r s•w with recirculation Line THIS SECTION. ? -; „ '•,( #. --- � SHLEI NUMBER: Provide Price for Connecting all Units to R301,1.1 ALTERNATE PROVISIONS "` �' �` �a +^r NEW HALF WALLS " Propane. To Include: E- '" - "- ®� p AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING tr° �.` �" 7 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND l 1,e fly Stove THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION Wa ~ Furnaces - 2 Units 2-Hotwafer on Demand Units THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF Generator o� NEW YORK STATE. Fire Pit �� DOB NUMBER: OF .c Pool Heater P1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Pool HeaJ�r}er 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI-5230) o KEMDESIGN^ASSOCIATES,uc Gas Log 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) KEHL DESIGN ASSOCIATES qc residential & commercial design e consulting 0'-1>V2 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 36'-1V2" 15,-0" '—o" 1'-9 z '—o" P0.Boz 1675 phone: X631)433-924 Southold,New York 11911 E-Mail: ssbn654@optonline.net THEE RESIDENTIAL CODE OF NEW YORKSTATE 17'-7" 10'-234 5'-1Y" '-0� 3'-$� 7" 0 FS-� � 7'-1y" p - - DECK NOTE DECK NOTE Kehl Design Associates,LLC o formerly D A K Associates,LLC IIDTE: VERIFY ALL DIMENSIONS TO DECK NOTE �� INSURE FLOORS OF NEW ADDITION New C-5" High Porch Wall on NOTE:TOP OF DECKING NOTE:TOP OF DECKING UWNERSHIP & USE OF DOCUMLNI S: ALIVE WITH FLOORS IIJ EXISTING this end of the Porch TO BE FLUSH WITH NOTE:TOP OF DECKING TO BE FLUSH WITH These drawings and specifications including the HOUSE. BOTTOM OF SLIDERS Add on Additional Ceiling Fan TO BE FLUSH WITH o BOTTOM OF SLIDERS ideas, design and arrangements represented BOTTOM OF SLIDERS therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be ALL HEADERS ARE TO BE copied, disclosed to others or used in connection t... R OTHERWISE NOTED with any work or p roT ect other than for which (2)13/"X 9Y" LVL UNLESS they have been prepared without written consent. O O 0 NOTE: VEPTY ALL DIMENSIONS 'C �-- New New NSURE WAILS OF NEW ADDITI0:.1 V) New REV: � o LINE-UP WITH WALLS IN HOUSE. L.., I I I I New 9' Wide Porch off the I I I I New 9' Wide Parch off the I r r i o o m Deck Back of the House Deck Back of the House Deck (D NOTE: V I I I V I I I I r r r l NOTE: PROVIDE FIRE BREAKS AS PER -(D Addition Additio Addition w Ne 9' Wide Porch off the -0" THE 2020 Back of the House RESIDENTIAL CODE OF NEW Steps FW080611L 2852 032 O Dn NEW YORK STATE '-' - - — — — LI R Install Slider in Place of 3)/2" 0 3Y' Window Unit IQ 00-7" 14'-5 - -2 o _ nslall New Baseboard L- o Heat to Replace Heat .LD that was on North �� C New 8' Wide Porch Addition Side of Dining Room o O OCC.) off the End of the House Kitchen Dining Room New 0 Cl. Deck To beI ck o rWORK NOTES: 2668 Door r r rl l r r rl i r o 2668 Door 1668 Door Be Re-Built Addition _,gyp I 5068 Doors co0 NOT FOR 20310 - z� — — — — — New 8' Wide Porch Addition -0" Laundry off the End of the House CONSTRUCTION Locate Router) Optimu7rT x —— — — Modem and all Wiring V — — — USE UNLESS CI, New Jew o o CERTIFIED BY A -4" PSW6068L PSW6068L New 5068 Doors — _a PROFESSIONAL 0 Add Slider on Each Side of Add Slider on Each Side of — Fireplace Resize The Fireplace and Mantel Fireplace —— — — DECK NOTE ENGINEER Covered A 1 � Add Electricity and Coble fo Mantel � � NOTE:TOP OF DECKING Family Room to Mount TV Porch Living Room Replace Existing Foyer Floor TO BE FLUSH WITH with New Hardwood FlooringNew BOTTOM OF SLIDERS Move Speaker Wiring and Cable to G or Tile in a Above Mantel for TV Decorative Pattern Foyer I Family Reploce Existing Decking, Columns, Fascias with No V Railing 2" Room — — — — Ln � PROJECT: 18'-�" -11" Addition " Insure existing Ceiling Fan is Centered Add n Additional Ceiling Fan 2852-3 NEW off the Fireplace with the other Fan 1068-3068-1068 A A 3 Covered Porch Replace Existing Front Door 1 with New Door and Two " E== Side-Lights t *'03" 1 D 21'-4" -0" ," ----------------- New New 1700 _ 2852-2 2852-2 o F ll New Front Windows Install New Front Windows PLUM ISLAND LANE and resize and resize ORIENT, NY, 11957 SCTM: # 015-06-08 -6 a 13'-0%" 2'-5" -4Y" 13'-134 s DRAWING TITLE: -0" 25'-Oy" Provide New Exterior Siding with " Board and Batten' Hardi-plonk or equal 31 1' 11, 9 F ide 4"x32' Azek or Equal Exterior Casing 0'-11y" © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE FIRST FLOOR PLAN around all Windows and Door PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT Provide 2" Historic Azek or Equal '3T on All WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Windows KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Provide Central Air Conditioning tc Entire PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. House NOTES: Provide Optional Price for New Higi p Acce tance of these drawing s does not authorize the rig ht to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE El-Unit ciency Hot Air Healing System. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Unit in Basement (Basement, Fist floor) FIRST F of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL in Attic Second Floor Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE All Casing on Windows and Door to Be agencies prior to construction. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR DMMISIOHS DUE TO UNKNOWN OR Changed to 32" Beaded Casing vith UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 11" Back Band. Scale: 1 _ T-O" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Beaded Bose Molding to be 51" BeBase R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE S EAL: DATE: All Interior Doors to be Replaced with R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE „ JUNE 12, 2021 Masonite 13 "La an" Doors EXISTING WALLS CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, e 9 „ PROJECT N0: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS h,• :W,;" .,.. Prcvide Price for Buried 1000 gal 'ropane PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES ,i 1103-2021 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM '":¢;:'' rt.ec.. ,*t: DRAWN BY: Tank r aU. g. [; :;�.. THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE �, . BDK Covide Price for Whole House Geoeralor TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING NEW WALLS ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED ASKED BY: Provide Price for On Demand Hof Water PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF �- .".,..`�.�Y Heater Novien NPE-240A THIS SECTION. - /t"� SHEET NUMBER: k, ,^_ 7 with recirculation Line •� " . •--�.�'.-; _.� :._ k NEW HALF WALLS R301.1.1 ALTERNATE PROVISIONS ' ' `;° Provide Price for Connecting all Units to ' AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWIN AlO� Propane. To Include. STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AN r' �\ Stove :"y�. , Furnaces - 2 Units THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ,, 2-Hofwaier on Demand Units THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF Generatoro�cA . DOb NUMBER: OF Fire Pit Balbeque 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Pool Heater ���� 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD Dryer FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) KEHGDESIGN•ASSOMTES,ac Gas Log 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) /, :j',o',/ �o-:,/,,/;✓pis"„! � / � ”.%�,dll' i /001 ISI _ iETEt - y' KEHL DESIGN ASSOCIATES �c residential & commercial design • consulting P0.Box 1675 phone: (631)433-9084 Southold,New York 11911 E-Mail: ssbn654@optonline,nei Kehl Design Associates,LLC o formerly D A K Associates,LLC UWNERSHIP & USE OF DUCUMENiS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection i with any work or project other than for which 0'-1ii they have been prepared without written consent. 12'-5° 12'-4' 24'-0° -2" 3'-0' -2" —�'-3" 3'-2° �'-2" 1'-g" 2'_0' _1 4. 1 4" 4'-0' 4'-1 i 7'-6 4., REV: C 11_-__ F1711 o N 28310 lo'-6Y2 2852 — — — — — — — — 0�l,-0" - " 4" FandInstoll Existing Tub Shower Unit �New� o Cast-iron Tub/Shower, ll Walls around the Tub 32 C1. 1000 to the Ceilin N o N Bedroom Bath 010 — o _ 2 Remove Rug and Replace Remove Existing Tile Floor and Bedroom G New with Hardwood Floors D Replace with New Tile CO- Cl. I I o ° WORK MOTES: Remove Rug and Replace N 2'-1�' -5" Remove Existing Vanity and with Hardwood Floors Replace with New Vanity 7Y" io / 2668 Door 0 tV I N I 2668 Door C. 2668 Door ,/D I NOT FOR 28310 C'4 CONSTRUCTION _ -6" -0" 3'- " 3'-1" 3'-7V 2'-0' PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH � � 2668 Door 2852 — — — — — — — — _ — o -4" USE UNLESS THE 2020 RESIDENTIAL CODE OF NEW YORK STATE "' > New � Remove Existing Shower Unit ID� /G and Install Tiled Shower, T2— Chimney N CERTIFIED BY A L Q Bath o 0 Tile all Walls around the �� o 2 2852 2852 ( �� Shower to the Ceilin Bath NeW PROFESSIONAL NOTE: VERIFY ALL DIMENSIONS TO I I Remove Existing Tile Floor and Lin.� /0 0CIO 213' &V,7" IIISURE FLOORS OF NEW ADDITION A o 0 M ALINE WITH FLOORS IN EXISTING Replace with New Tile Cl New A ENGINEER HOUSE. 301 o Remove Existing Vanity and N 13-�' Master 30 New Vanity —� 2668 Door EY4 ARE TO Bedroom Bath ° 2668 Door Bedroom �N VL UNLESS I Remove Rug and Replace / o New z i NOTED T — ---�— zQ New with Hardwood Floors -5-1 New CI. " 3 °I N �N u'1 CI. NOTE: VE:S �ENEWA ONS i Remove Half-Round Window 2832 �{�j�+� L INSURE WAITIONabove Front Window v� ice+ -0„ nPROJECTLINE-UP USE. — — 12- Hardwood Floors o 3 � o r7% z ( CC) 28310-2 `V -2 " 3'-ll" -0 —6Ya" � 1A NOTE: PROVIDE FIRE BREAKS N o H 10'Hardwood ] CAP ON1 Floors AS PER THE 2020 Master co RESIDENTIAL CODE OF f3m, NEW YORE; STATE Bath N 2852 28310 2852 1700 PLUM ISLAND LANE ORIENT, NY, 11957 a SCTM: # 015-06-08 DRAWING TITLE: Provide New Exterior Sidingwith -7° 9'-7" 2'-llY° 2'-11 5'-1�' 9'-9N �� 9'-4�' ��5'-1Y' " Board and Batten' Hardt-plank or equal `-0" V2 29-11" SECOND FLOOR PLAN Provide ;"02" Azek or Equal Exterior Casing COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE around all Windows and Door PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Provide 2' Historic Azek or Equal Sill on All WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Windows KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Provide Central Air Conditioning to Entire SECOND FLOOR P PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. House NOTES: Provide Optional Prce for New High in_ THESE PLAINS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Efficiency Hot Air Pleating System. Scale:4 — -0 Acceptance of these drawings does not authorize the right to build without the authorization DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 1-Unit in Basemen. (Basement, First floor) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL -Unit in Attic Second Floor Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE All Casing on Windows and Door to Be agencies prior to construction. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Changed to 32" Beaded Casing with UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Ig' Bask Band. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Bose Mald ng to be 5" Beaded Base R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: All Interior Doors to be Replaced with R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE `V JUNE 12, 2021 Masomle 13" "Logan" Doors EXISTING WALLS CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, rL.. "'`� "' OJECT NO: ruu ._e<. ,. ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS Provide Price for Buried 1000oI Propane 't #'.' '> " 9 P PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 4, � �. � . �, 1103-2021 +eon x�, -.:•-•^.":n+,. " Tank 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 Provide Price for 1Vhole House Generator NEW WALLS TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS ;; �` s f ', CCKED BY: Provide Price for On Demand Hot-Water PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OFNvien THIS SECTION. SHEET NUMBER: Heater with recai culotianE L neOA � E' Provide Price for Cannectin oil R301.1.1 ALTERNATE PROVISIONS g NEW HALF WALLS Units to �%'>.• r: l `' �.- Propane. o Include: AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWINGti' --- ` ® � �'r 2`Yy<K? StoveSTANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Furnaces - 2 Unita THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 2-Hoiwoter on Demand Units THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF Generator o�c¢� DOB NUMBER: OF NEW YORK STATE. Fire Pit r Barbeque \� 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Pool Heater Je 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD Dryer FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) MDESIGN"ASSOCIATES,ac Gas Log 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) '�' ,''..j, � Vii.,,'%' ei_ /.✓J/r���;%i.L/i1•!�% �` KEHL DESIGN ASSOCIATES residential & commercial design • consulting 37'-0" P0.Box 1675 phone: (631)433-9084 2T-1DY' 1'-1�' 1'- ° Southold,New York 11971 E-Mail: ssbn654^opionline.net Kehl Design Associates,LLC c formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. o REV: Steps 2852-2 Dn - -4° `o I 3Y' 2• I � � J I o xl o f n�IIi�nished v J�ttic Ufinished N Attic Storage 2668 Doorrea WORK NOTES: Storage Door to Be t4" Insulated and Weatherstripped �I ' and � „'-6y° - J J CD � HVAC I NOT FOR Unfinishec CONSTRUCTION ETH HURRICANE STRAPPING III ACCCRDANCE WITH I Attic I USE UNLESS 20 RESIDENTIAL CODE OF NEW"ORK STATE I Storage CERTIFIED BY A � PROFESSIONAL Master Area NOTE: VERIFY ALL DIMENSIONS TO A � N' DI Unfinished I ENGINEER INSURE FLOORS OF NEW ADDITION �I Bedroom `I •; }} F< 301 ALINE WITH FLOORS IN EXISTING I I �I Attic vl HOUSE. Cathedral I I N ALL HEADERS ARE TO BE I I (2)13/,'X 9Y2" LVL UNLESS OTHERWISE NOTED 2831 2 I I NOTE: VERIFY ALL DIMENSIONS v PROJECT:: INSURE WALLS OF NEW ADDITION <I I LINE-UP WITH WALLS IN HOUSE. C 0" P 081h I 001AI � I J • Q I ��I NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 ERESIDENTIAL CODE OF 14 NEW YORK STATE 1700 PLUM ISLAND LANE ORIENT, NY, 11957 SCTM: # 015-06-08 DRAWING TITLE: Provide New Exterior Siding wi•h " Board and Batten' Hordi-plank or equal ATTIC / ROOF PLAN Provide ;"x32' Azek or Equal Exterior Casing © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE around all windows and Doo- PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Fro, ide 2" Historic Azek or Equal Sill on All WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Windows KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE F vide Central Air Conditioning to Entire ATTIC / ROOF PLAN PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. aNOTES: House Provide Optional Price for New Higt in , A Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Efficiency Hot Air Heating System, Scale:4 = '� DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE -Unit in Basement (Basement, First floor) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 1-Unit in Attic Second Floor Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE All Casing on Windows and Door to Be agencies prior to construction. DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Changed to 3Z° Beaded Casing with FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. lg" Back Band. Bose Moldin to be Bo Beaded Base R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE g 2 SEAL: DATE: All Interior Doors to be Replaced with R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JUNE 12, 2021 C Masonite lg' "Logan" Doors EXISTING WALLS CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, P*OJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS r, Provide Price for Buried 1000 of Pro ane PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES _ 1 103-2021 Tank IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM • ;` t:a:;, R' .�`` DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE rC';`'` a"`*` �Z w •��-' _ � v BDK Provide Price for Whole House Generator NEW WALLS TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING OEM= ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS +�.'.` s,-, rA CHECKED BY: Provide Price for vi Demand Hot-Water PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF ` Healer Navien NPE-240A _ _-• with recirculation Line THIS SECTION. SHEET NUMBER: R301,1.1 ALTERNATE PROVISIONS Provide Price for Connecting all Units to NEW HALF WALLS .p.,,. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING nAl Propane. To Include: STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND ` ?' ,;E� ®5 Stove ',. THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH w "� �°' Furnaces - 2 Units 2-ITotwaier on Demand Units THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF Gererafor NEW YORK STATE. DOB �°�� NUMBER: OF Fire Pit Barbeque 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Pod Heater J�� 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD �jT[rD1PSIGN•ASSOCIATFS Dryer FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) ,uc Cos Log 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) % :- / % j!:• � � i,,r, %;i;'; %,i/. % r Imo_7 • /j,,� -- I� �!J ILII ��� � -�jr KEHL DESIGN ASSOCIATES L.c residential & commercial design • consulting P0.Boz 1675 phone; (631)433-9084 Southold,New York 11911 E-Mail; ssbn654@optonline,net I Kehl Design Associates,LLC o formerly D A K Associotes,LLC "��`""•""�"%,'I/'��%a�/ '`��;''/tel!?:%r'- ' ?!"%%%/!�',T''-"'-,1��/%/�rir�.. OWNERSHIP & USE UP UUCUMENIS: These drawings and specifications including the ideas, design and arrangements represented therein, are thero ert of KEHL DESIGN P P Y ASSOCIATES, LLC. No part thereof shall be M copied, disclosed to others or used in connection with any work or project other than for which LiLLILL they have been prepared without written consent. II 111���I I ISI I. I REV: ILM iLA- L Ll Hill aJ ISLI II lI_ u LI�1 II ISL ISL ILLI IU IL��_ll V I ILLI Jl ILLL� N � U Ej WORK NIO I ES: D52 I NOT FOR ,yyYy •. �, ,.�,' 'i:ver''"::�,; .;� ���,�'.''r'.i':-{'i. Y}``. ,,r CONSTRUCTION ��, ���r ! r�:! tC'4:'.�{'�'.•.�, .rJfrt,�:t r,r '`� .ri f ,,� ''�,^. USE UNLESS CERTIFIED BY A PROFESSIONAL SOUTH ELEVATION- ENGINEER SCALE: 1/4"= 1'-0" IWE PROJECT: L-LE E S I ID E I A P E LWJLLL� LLLL L I III LaiLl ii� Lfli - III LL 1LlL>L1L11LE 1700 _ — IL II III II II lul I I ILILJIL PLUM ISLAND LANE ORIENT, NY, 11957 _ _ = SCTM: # 015-06-08 F-1 .DRAWING TITLE: ELEVATIONS © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE / — AS NOTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE - -- PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ❑ NOTES: Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE BE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL Wall Departments, DEC, FEMA, etc. Verifyall conditions, codes, and requirements with such _ Privoce h Remove PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL View of Shower FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR agencies prior to construction. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS I I BASED SED UPON COMMENTS NOT . _ - FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. y IA PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE �1 11 [Ell 1[�� �1 11 CRITERIA AS E R301 DESIGN _ I _ SEAL: DAl E: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE 0 2021 PROJECT NO:CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, JUNE ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES - — f ` 1 103 2021 IN ACCORDANCE WITH THE PROVISIONS OF THIS CCDE SHALL RESULT IN A SYSTEM t l DRAWN BY: � ✓, { � S t / ,, � 'v { 3. •� Y .• � �'Jit\ �ay::.`.WS•�*�t..n,. ' THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING r , !¢� BDK ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS l •�.; ,� '},!/,.,: `' �,�. 1 ti ., .,• ',;' k.„,��r� f �:� {2�R�`� CHECKED BY: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF { t THIS SECTION. '•` •r � ,. � , �' ,.� r _ ,•. SHEET NUMBER: r' r•" r, .r n;yM' 'M R301.1.1 ALTERNATE PROVISIONS T V TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING "` R N A I E Q a•',° °; s`'! AS AN ALTERNATIVE �201 STANDARDS ARE PERMITTED SUE3JECT TO THE LIMITATIONS OF THE THIS CODE AND 4 THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH NORTH ELEVATION r THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB • SCALE: 1/4"= 1'-0" NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FDRMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S2301 T HG IESIGN•ASSOCIATES,ur 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) X, �z Z alp" ilu_LLL KEHL DESIGN ASSOCIATES,I L rpN residential & commercial design e consulting PO.Box 1675 phone: l631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net L LLL Kehl Design Associates,LLC o formerly D A K Associates,LLC /7 7 I H __[iLLLLL1LLL OWNERSHIP & USE OF UUCU LNIS: AWLIL I I I I I L ia These drawings and specifications including the 'x4" zek Eq I Co ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Az or qual Histo Si iLLIL copied, disclosed to others or used in connection I—L LLL L I LLU with any work or project other than for which LLL� they have been prepared without written consent. LLLd__ _UiUL LLLIJ LELILWLLLl IJLl M-L]I REV: � ; 5x4" A ek or Equa Cos'll _hJLJ ❑ ❑ ❑ 2" Azekc [qu His ric3l-,,J "A" 6zek r • IL f quol "osin Az I or 51 Eq�( His )ric II 4" A k o Equc' Cosii 2 Aze or E of i tori( Sill LLLLLLLLL0 WORK NOTES: 4'0" A ek )r Em al C 3inig or [(uol Ii stori Sill-. dE �t NOT FOR CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL 'My ENGINEER Ll i-ITTELTELTE11 IL I i LULIL-LIUL 1_1 E I ILA_ 11I11�1 IL ILII L L4LMUALLLL11 LLLLILLLIL Ll EAST ELEVATION PROJECT: LlLiLILLL.I ILILLLLULL LLiLUJLLLLJL_1hLL SCALE: 1/4" 1'-0" �lllllLl I- L CA P 11 L H iULILIALIL LI _1L1L[LLLLL P 10 Al I Flh E I D E'� A,C"""' E a I dffl 1700 PLUM ISLAND LANE ORIENT, NY, 11957 4 X4' Azek Dr Equ(I Cosi,g SCTM: # 015-06-08 2" A oi DRAWING TITLE: ,Emol H!toric Sill-. Xq k or Equo Casiii Az k or Equi His ric 'i LLELL ELEVATIONS (D COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE AS NOTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT Jill 111 , 11 1 1 1 1! 11 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ASSOCIATES,KEHL DESIGN THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. NOTES: Acceptance of these drawings does not authorize the right to build without the authorization THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE =4 ek or Eq il Cc Ing-., of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL k al F toric Sill- Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE agencies prior to construction. DESIGN PRDFFESSIDNAL 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. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, JUNE 12, 2021 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROJECT NO: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES A 1103-2021 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM DRAWN BY: F=L9 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 THIS SECTION. SHEET NUMBER: WEST ELEVATION R301.1.1 ALTERNATE PROVISIONS A202 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AN AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING SCALE: 1/4"= 1'-0" THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION W!, THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: 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) KEHbDIESIGN-ASSOCIATES,ux 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ro r �r KEHL DESIGN ASSOCIATES �c residential & commercial design . consulting P0.Box 1675 phone: (6311433-9084 Southold,New York 11971 E-Mail: ssbr1654,zoptonline,net Kehl Design Associates,LLC a formerly D A K Associates,LLC �/%/ ViiZ/�g "/" JWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which ' they have been prepared without written consent. Hurricane Stropping Hurricane Stropping "' PP g 14"x16" LVL Ridge 12 l4 x16" LVL Ridge REV: 2x10 Rafters - 16"oc. 2x10 Rafters - 16'oc. 2x10 Rafters - 16"oc. 2x10 Rafters - 16"oc. CDX Roof Sheathing 5 s ' CDX Roof Sheathing g" CDX Roof Sheathing a g $ CDX Roof Sheathing g Ice and Water Sheild Ice and Water Sheild Ice and Woler Sheild GAF Architectural Roof Shingles Ice and Water Sheild GAF Architectural Roof Shingles GAF Architectural Roof Shingles J" CDX Sheathing GAF Architectural Roof Shingles $" CDX Sheathing 1x6 Azek Fascia " CDX Sheathing -1x6 Azek Beaded Soffit " CDX Sheathing 2x4 Ridge Pole (2)2x4 Top Plate 2x4 / 2x6 Sirongback 2x4 Studs 16"oc 2x8 Ceiling 12 Joists 16"ac. (2)14"z 16" LVL 2x8 Ceilin Joists 16"oc. 2x4 Shoe 12 Non- (2)14,% 16" LVL ( 5 e(2)13'x (2)14"z 16" LVL Hurricane Strapping - 3" r. Habitable (2)2x4 Top Plate 16-11' I W Hurricane Strapping 4 x118 LVL Ridge 2x10 Rafters - 16"oc. New Attic _ p' Exterior Sheathing on- Habitable �. � � � 2x10 Rafters - 16"oc. ' CDX Roof Sheathing — — Grace House Wrap or Equal __ _ _ _ _ AttiC }}. " CDX Roof Sheathing Ice and Woier Sheild Storage and i Attic I e and Water Sheild g Stora a 2x4 Studs 16"oc GAF Architectural Roof Shingles (2)14"x 16" LVL g R-13 Insulation i / Storage ( GAF Architectural Roof Shingles 12 HVAC e" CDX Sheathing 5 (— 2x4 Shoe I " CDX Sheathing 2x8 Ceiling Joists 16'oc. 2x8 Box Beam 2x8 Ceiling Joists 16"oc. (2)14°z 16" LVL 2x8 Ceiling Joists 16"oc. 2x8 Ceilin Joists 16"oc. x6 Azek Fascia 1x6 Azek Fascia (2)2x4 Top Plate 1x6 Azek Fascia— I 'WORK NOTES: R-30 Insulation 2" Exterior Sheathing 1x6 Azek Beaded Soffit V2" I 2 3� 16 Azek Beaded Soffit '-6" 12'-9� 3 " 10'-6y" 1x6 Azek Beaded Soffit — Grace House Wrap or Equal -1�" '-2/ I '-0" (2)2x4 Top Plate V2" Y2* I i New (2)2x4 Top Plate (2)2x4 Top Plate 2x4 Studs 16"oc 0'-10Y" 2'-0" 10'-6Y" -5,2 5- R-13 Insulation " Exterior Sheathing New 4" New 2' Exterior Sheathing 2Exterior Sheathing � New Grace House Wrap or Equal ExistingEx. Bath ( y NEW Grace House Wrap or Equal Existing � pI Cl. aster Grace House Wrap or Equal a Existing _ , 2x4 Studs 16"oc Bath Existing ^ V NOT FOR 2x4 Studs 16"oc 01111�r� I Bedroom 2x4 Studs 16"oc R-13 Insulation Bedroom CI Bedroom R-13 Insulation Bedroom Bath i R-13 Insulation CONSTRUCTION 5 r 12- USE UNLESS 2x4 Shoe 2x4 Shoe ( ��4'Shae 2x10 Boz Beam 2x10 Floor Joists 16"oc. I' 2x10 Box Beam 2x10 Floor Joists 16"oc. 2x10 Floor Joists 16"oc, 2x10 Floor Joists 16"oc. 2x10 Box Beam CERTIFIED BY A (2)2x4 Top Plate (2)2x4 Top Plate - 2 2x4 Top Plate (2)2x4 Top Plate Box Out Girder and \—(2)143"x 9y"LVL with (1) 2" Steel Flitch Plate Lr ( PROFESSIONAL g' Exterior Sheathing 2x6 Blocking Wrap with lx Azek Shift Post as Necessary I I I New ENGINEER —Grace House Wrap or Equal Dining 2x4 Studs 16"oa Existing I I. � I 2� Exterior Sheathing � 2" Exterior Sheathing Kitchen Ex. Bath Existing Existing Family Room Family Grace House Wrap or Equal Room R-13 Insulation g y , Grace House Wrap or Equal Covered Existing Living Room Room 2x4 Studs 16"oc Porch Foyer i � 2x4 scads 16"ac R-13 Insulation No Handrail to be Addition z R-13 Insulation B" CDX Subfloor Installed at this Time New 4"x6" Trex Decking 2x4 Shoe 2x4 Shoe 2x4 Shoe or Equal 2x4 Shoe 2x10 Box Beam 2x10 Floor Joists 16"oc. 2x10 Box Beam 2x10 Floor Joists 16"oc. T-T 2x10 Floor Joists 16"oc• 2x10 Floor Joists 16"oc. 2x10 Box Beam 2x6 ACO Sill 2x6 ACO Sill 2x6 ACO Sill PROJECT: Anchor Bolls Anchor Bolls (2)13"x 9LVL — — —— — I I I I Anchor Bolts Grade Grade 4 4 B 8" Poured Concrete Foundation New Sistered along New Poured Concrete Foundation New 8" Poured Concrete Foundation side of Existing Damp Proofing Dam Proofing Storage New Damp Proofing New Floor Joist Garage Damp g — �- Garage Room Recreation I Shop Recreation i i i Addition Room Room -a" °� C 2x4 Keyway 4" PC. Slab 2x4 Keyway 6x6 10/10 WWM. 6x6 10/10 WWM. Existing 16"x8' Footings Existing 16"x8" Footings 1700 M:n. 3'-0" Below Final 4" P.C. Slab Min. S-0" Below Final I I I Grade PLUM ISLAND LANE Grade Grade \24" Apron ORIENT, NY, 11957 New 16"x8" Footings ~' Mtn. 3'- Below Final Grade SCTM: # 015-06-08 G DRAWING TITLE: CROSS S A CROSS SECTIONB SECTIONS SCALE: 1/4"_ ,'-0" 30.1AS NOTED SCALE: 1/4"= 1'-0" 301 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE 3 DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR DMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE JUNE 12, 2021 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, PROJECT NO: ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS 1 103-2021 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES { `� r+r' ; x,, ' IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM ,,«'- `t ��� `''t+.i '�;,, DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING � ,�_"...`t BDK ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS _w -sem NECKED BY: ' �g�..�..F---1,�,.�-moi•: PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. (D COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE " SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT "b., = r R301.1.1 ALTERNATE PROVISIONS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING t ..�•tr,� A301 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE .. , � '� THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building } 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 1EHGDFMGN•A%0CUTES,❑c FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) agencies prior to construction. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) i.• Vii,;.%<.% %/ '9�� /i 'i:.�/r/",iti:z"����/-""�/�-4� ,rte ® � 4. ANN /•'��, a -_ _-- ----- --_ --- --ten -� '4 ,; KEHL DESIGN ASSOCIATES �c residential & commercial design • consulting PO.Box 1615 phone: (631)433-9D84 Southold,New York 11911 E-Mail: ssbn654@opton1ine,net Kehl Design Associates,LLC o formerly D A K Associates,LLC JWNERSHIP & USE OF DUCUMENIS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. REV: Hurricane Stropping 11"x11$' LVL Ridge 2x10 Rafters - 16"oc. J" COX Roof Sheathing Hurricane Stropping 14�"211z" LVL Ridge Ice and Water Sheild 8 2x10 Rafters - 16"oc. GAF Architectural Roof Shingles " 12 CDX Roof Sheathing �„ g CDX Sheathing 2x6 Collar Ties 48 oc Ice and Water Shedd � 5 12 GAF Architectural Roof Shingles 5 12 1 5 F_ WORK NOES: g' CDX Sheathing 2x4 Ridge Pole 2x4 Ridge Pole 2x4 Ridge Pole 12 2x4 / 2x6 Strongback 20 / 26 Strongback 24 / 2x6 Strongback 5 r- 2x8 CeilingJoists 16"oc. 2x8 CeilingJoists 16"oc. 2x8 CeilingJoists 16"oc. 1x6 Azek Fascia— 1x6 Azek Fascia— —16 Azek Fascia 1x6 Azek Beaded Soffit----J 1x6 Azek Beaded Soffit \—1x6 Azek Beaded Soffit 12'-9" 3" (2)224 Top Plate 3Y° 2 2x4 To Plate -2/ '-0" 10'-6 p Existing ( ) p New " New New V2" (2)2x4 Ta Plate NOTFOR 21" Exterior Sheoihing New 12" Exterior Sheathing 21" Exterior Sheathing CONSTRUCTION Grace House Wrap or Equal Cl Bedroom Grace House Wrap or Equal Office cis Master Grace House Wrap or Equal USE UNLESS 2x4 Studs 16"oc Studs}6"o 2x4 Studs 16"oc R-13 Insulation R-13 Insulation Bedroom R-13 Insulation CERTIFIED BY A 5 r 12 PROFESSIONAL � qSh°e 2x2;0 Box Beam ENGINEER (2)224 Top Plate (2)143"x 9;"LVL with (1) e" Steel Flitch Plate ) ) 2x6 Blocking Wrap with lx Azek Shift Post as Necessary I I I I New $" Existing Existing Existing i i Existing Family 21" Exterior Sheathing Covered Covered Covered ) i Existing f=amily Room i i Y Grace House Wrap or Equal s �" 2x4 Studs 16"ac , , Foyer Room d Porch Porch Porch /� R-13 Insulation No Handrail at tl is i I I Addition PROJECT: Installed at this Time New 45"x6" Trez Decking or Equal W I I 2x4 Shoe 2x10 Box Beam AP= 11 11 11 i 11 112x6 ACO Sill CAPSH"' f I I Anchor Bolts Grade N ) ) Grade N Grade _ 8" Poured Concrete Foundation IN RES11.0 ( o o New HICE Damp Proofing Garage Gara e 1700 �4-4"-� i i �1'-4"� k1'-4"-� i i Addition PLUM ISLAND LANE 6x6 10/10 WWM. 6x6 10/10 WWb1. ORIENT, NY, 11957 4" P.C. Slab Grade SCTM: # 015-06-08 \24" Apron New 16"x8" Footings .DRAWING TITLE: M Min. 3'-0" Below Final Grade SECTION © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE CROSS SECTION A AS NOTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SDLE PROPERTY OF SCALE: 1/4"= 1'-0" O KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEPI PROOF OF PURCHASE. ,,NOTES: Acceptance of these drawings does not authorize the right to build without the authorization as THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF of local governing agencies, such asSuffolk County Dept. of lealth Services, Town Building THE Departments, DEC, FEMA, etc. Verifyall conditions, codes, and requirements with such F DESIGN PROFESSIONAL WHOSE SEAL IAFFIXED HERETO. INFRINGEMENTS WILL E L : PROSECUTED TO THE FULLEST EXTENTT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR agencies prior to construction. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. R301 DESIGN CRITERIA AS PER 'THE 2020 RESIDEN71AL CODES OF NEW YORK STATE SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, JUNE 2021 ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROJECT NO: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1 103-2021 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM 3; BY:BDK D THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE i ' w` tr RAW 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 NECKED BY: THIS SECTION. R301.1.1 ALTERNATE PROVISIONS ��.,� . SHEET NUMESER: AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING �� • , ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND S 302 STANDARDS �.�, yr'. +�t�t���,y, THE LIMITATIONS HEREIN. WHERE ENGINEERED DESICN IS USED IN CONJUNCTION WITH Cyt` THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF eSw4 NEW YORK STATE. DUB NUMBER: Of 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD KEHGDFSIGN•ASSOCIAI'ES, FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)