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HomeMy WebLinkAbout48119-Z GENERAL NOTES: ' 30 w „<: .:�Y SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 0 N T R A C T 0 R N T E SGeneral Notes: ;i 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. s - - % , 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. % _ ��I Nib� GENERAL NOTES: _ 2, FIRE SAFETY: KEHL - �DESIGN ASSOCIATES Lw • 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 IN A 11a CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design . consulting 2. PRACTICES. 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.Boz 1615 phone; I631J433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boco number and shall be manufactured by a registered 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: ssbn6540coptonline,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®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. 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. OWNEkSHIP & USE OF DOCUMENTS: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK, 8. Design values: 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 a L (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, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. 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. 11 THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. ( rII ��� THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM Fj� THE NEGLIGENCE OF THE CONTRACTOR SUBCONTRACTOR, TRADESMAN OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES F RESOLUTION. � 6 SPECIAL SAFETY NOTES 13. .THAT KEHL DESIGN ASSOCIATES LLCSHALL TAKE NO RESPONSIBILITY FOR THE PLAN USERS FAILURE TO CARRY OUT THE WORK IN Ful THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ACCORDANCE WITH THE DRAWING C. CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSEEHE 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 Bt-I:LiDINI"DFPT 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE rc`�vNOFSt-60THOLD 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 NOTLS: 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/sqft 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 3E 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 DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOT1 EL NATAND ROOMS LIGHT EET OEXCEED LATIONREQUIREMENCHAPTER OS 8303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL EXCEPTION: FOR THE OCCUPANCY OR USE LIVE ( ) ( ) ENGINEER PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 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 s) 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 ( 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 TAB!_E 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 1 ITH 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 TYPE GROUP FIRE ESCAPES RESIDENTIAL CODE OF NEW YORK STATE. 40 FASTENER S'ACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS 200h 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 ° 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 UNLIMITED AREA SLEEPING ROOMS R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE 30 Ya INCH DIAMETER LWITH 2 16 16 16 W- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE NA AS PER CHAPTER 3 OF THE 3 STORY BASED ANCHOR WITH 2 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH P I N, KWA E L �E- 26 `fDENTIAL CODE OF NEW YORK AS PER TABLE 506.2 STAIRS 40' INCH EMBEDMENT LENGTH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. L In FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/sI 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) EK"w" E S I Lo im'k E Cl` EF FOR SI: a. This table is based on 180 mph ultimate design wind speeds V„it and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE NA 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) 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. 22� 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) CHAMPLIN PLACE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2inches from the edge of concrete block or concrete. GREENPORT, NY, 119U 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 "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE 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 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 JOB DISCRIPTION e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: AREAS OF STRUCTURE 1) This Plan Consists of the Removal of 1, Section R40, through 8PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE NA the Existing Kitchen and Relocating the f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section 8405 and the provisions of sections 8401 through 8404 indicated as "Mandatory" N3. The energy rating index (ERI) approach in Section 8406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED NEW BASEMENT NA Kitchen at the back of the house and FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF moving the Dining Room to the Front 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED EX. BASEMENT NA of the House. TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE 8402.1.2 a ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTEs: EX. FIRST FLOOR NA INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 THESE PLANS ARE AN WHOSEINSTRU S THE SERVICE AND ARE THE PROPERTY E THE UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR 10 SOFT Slideeplace Existing 6' Slider with a 6' g THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION 8KYUGHTb GLAZED CEM WOOD MASS FLOOR BASEMl SUB d CRAWL c PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA r. MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN TIE L FACTORb U-FACTOR FINESrRATION RNAwE FRAME WALL WALL , RNALUE WALL RNALUE SPACE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA 3) Install Windows on the East Side of �Cb,e FINALUE RNALUE1 RNALUE ADorm Ill NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS MARRINEINE m UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS M NEW BALCONY NA the House. 40.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10, 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 4) Relocate the Wall West wall of the BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK ATTIC (HOUSE)(o) NA New Kitchen Approx. 2'-0" towards the For SI: = 1 foot = 304.8 mm SEAL: DATE: ATTIC (HOUSE)(b) NA West. 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 FEBRUARY 11, 2022 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: 5) Provide New Vestibule going From the NOT LESS THAN 30 INCHES R-value specified in the table. ATTIC (GARAGE)(a) NA New DiningRoom into the Garage. p © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. 9 ;:4 f b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. � 1116-2022 BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ,. �.�^ r,. .;'; 6 Provide New Girder in the Basement. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the °.,*• <. � ,' DRAWN BY: SCREENED PORCHES NA ) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. ,, _. �• �':1= �i` interior of the basement wall. d BDK SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT `n �° 7) Optional Work to be Performed is to 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD 15 19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavityinsulation at the Viµ.+:r"X" i✓ i '4NECKED BY: NEW DECK NA Fill-in Existing (2)Garage Doors on the MEMBER DEPTH. / WRITTEN AUTHORIZATION. 0. �. . ,r a°. interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the ► s COVERED PORCHES NA West Side of the Garage and install ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Windows 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 ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES LLC. % SHEET NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS "A a t POOL HOUSE CABANA NA 8) Provide a New 16' Garage Door on THAN 10 POUNDS PER SQUARE FOOT. P q 9 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE - --" �`` d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation -.-_.{+•�- r ACCESSORY STRUCTURE NA the North End of the Garage 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, WITH WRITTEN .r h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab -� � 9) Provide Platform Outside the Garage SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. 4'r"T`"'4 Zq4' G1 Door on the East Side of the Garage CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved ` with Stairs. IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance othese drawings does noe right Acce tf thdrawin t outhorize thht to build without governing " ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization of local n 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 a g , y p 10) Install New Flush Girder in the of Health Services, Town Building Departments, DEC, FEMA, etc. (b) WITH STORAGE Ceiling Above the Existing wall to h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to the West of the New Kitchen. P y q g i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction. ® IKEMEIFSIGN•ASSOCIATES,uc insulation is on the interior of the mass wall. — � jj���%/�/j%�//;•�%'� SIMPSON STRONG— TIE CONNECTORS SPECIFIED FOR CONSTRUCTION 1We ;,/,, � / ,,;/,,,/, ,/, USE A MINIMUM OF TWO 8d NAILS THIS MTS 2 0 L T S 2 0 `�/ / DOUG--IR LARCH / Su. SIDE OF TRUSS. PROVIDE (1) HGA10KT ON JOIST / / n MODEL GA FASTENERS UPLIFT UP /• ® ° AND ON SIDE( OF RAFTER ALLOWABLE LOADS �•2 LOAD LATERAL WITH TOTAL FOUR . ° -� - / LIFT ,„ CODE ° (133/160) 8dx12 8d NAILS �q N0. TO AVG REF. III d RAFTERS/ TO TO ULT. NAILS INTO TRUSS PLATES STUDS (133) (160) F F2 (133& STU g TRUSS - --- 8-- o r SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND = UM DESIGN ASSOCIATES,�c PROPER INSTALLATION PROCEDURES 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 ° o ARTJ-x1 2 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o / •. e PO.Box 1615 phone: (631)433-9084 MODEL GA 2 INTO ` N0. MAX. CLEAR ULT. LFTA LFTA REF, PLATES em° °' Southold,New York 11911 E-Moil: ssbn654@optonline.net ° WIDTHSPAN L Q 21" 2' 2}" 3" 321"TY DIA 1 121" 2" 221" 3" 34" o EIGHT--' 8d NAIL INTO T ,' Ln1 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2J" 17" 6-10d — 4200 1205 1400 5, 44, 85 STUD —777- _777 OWNERSHIP & USL OF DOCUMLNIS: 2 DOUG-FIR LARCH / SO. PINE o0 FASTENERSALLOWABLE UPLIFT LOADS 3 MODEL L AVG 10d 1od loci x 1}" (133 / 160) (133) (160)10d x 121 CODE NO. ULT. REF. LFTA ° These drawings and specifications including the ° ideas, design and arrangements represented L S T A 21 therein, ore the property of KEHL DESIGN ° ASSOCIATES, LLC. No part thereof shall be ° Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 18 14-10d 14-10d x 121" 3116 1000 840 1000 3, 41, 128 oo ° ° HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d x 121" 3116 1000 840 1000 3, 41, 1280 0 ART�'x12 0° °° DETAIL "K" they have been prepared without written consent. o. L5T20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 COWDETAIL "Ell STU 5' COUPLER NUT S DOUG-FIR-LARCH Equal number of °° SIMPSON SO. PINE CODE TYPE OF DIRECTION ALL LOADS REF. specified nails In °° TAKE-UP WASHER MODEL CONNEC- OF LOAD FLOOR ROOF 133 NO. TION (100) (125) 160 / each e n d I'. Simpson Strong-Tie G 515 645 670 C S 165 LTP4 5 J 515 645 670 6, 39, 97 H 515 645 670 A R T1�"/ 8 x 12 DETAIL "H1 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD S1.7.1(DF/SP) (133) HOLDOWN HOEDOWN ARTJ'x12 STUD DEFLECTION DEFLECTION CODE MODEL LENGTH OF BOLT 2,3 AT HIGHEST MACHINE AVG AT HIGHEST REF. N0. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY a BOLTS ALLOWABLE GA GA HB SB W H B SO CL DIAs,a LOAD DESIGN QTY DIA 1„ �" �„ DESIGN yy11EN RAISED OFF 0 tq 2" 2p 3" 32 52 LOAD 0 THE SILL PLATE 0 0 0 HD2A 16 12 4A" 221" 2J" 8" 2i " J" 1116" �' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG OF / SP CODE N0. W L STUD PLATE ULT. (133)2 (160) REF. SP4 3a" 7J" -10c1 x 121" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA yy L NAILS FLOOR (133) (160) REF, o 100 o WORK NOTES: LSTA21 20 11" 21 16-1 d 905 1205 1295 7, 40, 90 °o 4 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL o N D CA FLOOR REF. W L NAILS 100 (133) (160) Simpson Strong-Tie STU 5"- MSTA24 18 1 24 18-10d 1025 1370 1640 7, 40, 90 8 ! MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L U S 4 6 SIMPSON L SPACING REF. HDZA NO. (LENGTH END GA CUT LENGTH (TOTAL) (1 00) (133 / 160)2 OC. TAKE-UP WASHER NOT FOR a OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2A" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 DIMENSIONS FASTENERS ON. G-FIR ARCH PIN NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION USE UNLESS N . HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL, "F" LUS46 G8 3 „ 1„ 2 10d 16d JOISTS ULT• (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CN W— CERTIFIED BY A — 4-16d 4-16d 6076 1140 1160 — 1000 — 1150 1250 7, 40, 127 DETAIL "I" 14 36" 9A" 2 COUPLER NUT PROFESSIONAL HUS210-2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 -FIR AR H PIN AlWA A ART "x12 -STU g"- FASTENERS UPLIFT LATERAL CODE SIMPSON ENGINEER MODEL AVG UPLIFT (133/160) REF. N0. GA TO RAFTERS TO ULT.PLATES TO STUDS (133) 060) F F2 160 TAKE-UP WASHER HGA10KT 14 4-SDSJ"x121" 4-SDS41'x3" 1523 435 435 1165 940 K USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT TOTAL FOUR / ® TSE A MINIMUM OF S P 4 6d NAILS TWO 8d NAILS THIS PROJECT: INTO TRUSS SIDE OF MTS16 STU R TRUSS. • LSTAP1 SIMPSON ANCHOR BOLTSMTS16 TAKE-UP WASHER FOUR HDZA L_STA21 Strong-Tie . -gel N INTO AILS HUS 210-2 ° 1 W A PINk TWO °� o FI R E to 3% D ",�EMH Co 4;4 E 8 AIL TO PLATES ° 220 °®o EIGHT-'I, o I INTV NAIL INTO tl If INTO DETAIL A I' STUD Simpson Strong-Tie PLATES °m° (D CHAMPLIN PLACE H7 EIGHT GREENPORT, NY, 11944 IN NAIL ® DETAIL 1011 DETAIL "G" DETAIL "J" STUD Simpson Strong-Tie ° EFTA H7 Simpson Strong-Tie DETAIL "L" LFTA ROD SYSTEM .DRAWING 1 Il LE: LFTA Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS ° LSTA30 ---- --- --------- ------- ------------ -- BP 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. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. l 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / S TRONG-TIE DETAILS :J 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. I • ROOF AREA = NA sq/ft / ROOF DRAINAGE I CALCULATIONS I LTP4 � V = AxRxc I A = NA sq/ft LTP4 R = 2" RAINFALL = .17 ft J LTP4 C = COEFF. = 1,0 NOTES: J it if V = NA x 1 x .166667 = 0 C.F. THESE (PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL, C DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE Simpson Strong-Tie NA / 42.25 VERTICAL FT. / FT = O U.F. FIELD CONDITIONS DIMENSIONSHE FULLEST NT OF THE LAW.AND BE SOLEY RESOPONSIBLOERFORTTHE SHALLVERIFY FIT.FE LTP4 LTP4 DETAIL "B" l o o r-t o-E l o o r Connections Ridge Strapping USE (0) 8' DIA. POOL 2-O DEEP - O V.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Detail Simpson Strong-Tie OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections NA / 22.3 VERTICAL FT. / FT = 0 V.F. :SEAL: DATE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY USE (0) 6' DIA. POOL 0 DEEP = O V.F. FEBRUARY 11, 2022 PROJECT N0: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. �. a. '' POOLS TO BE PLACED ON OPPOSITE SIDE OF "^•• 1116-2022 NO SUBSTITUTIONS } Ltpn `r ' HOUSE AND/OR LEADERS TO BE PIPED TO DRAWN BY: n these fans � D' �'� ����"�� BDK All framinghardware shown o p �, °, . POOLS (1/2 OF THE ROOF TO DRAIN TO EACH `� '' �' ` �-.�:-J-,- r�,.� CHECKED BY: unless otherwise indicated, is Simpson Strong-Tie. ��- _ a R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE MAINTAIN MIN. OF 20 FEET FROM SEPTIC ? � � 6j No substitutions are approved or authorized. POOL, j µlu 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). k .;n SHEEI NUMBER: Due to the relationships of framing hardware to �, s� 0 IN- LOADS the other components of the structure, an framin 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 „ , . hardware substitutions will render these plans g CONSTRUCTEDCOMPLETE AASPATH THAT MEETS PRESCR BED BY THISECODEUTREMENTS FOARE DEEMEDT 0 COMPLYTHE SFER WITH OF LOADS FROM THE REQUIREMENTSEIR OF THISNT OF S SECTION IN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA ~� � �QtG2 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 uOB 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. «® KE&DESIGN•00C7AM uc 3) ICC STANDARDS. ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ./.,'r/'. F/,/��--- ; r V, KEHL DESIGN ASSOCIATES c 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 UWNEkSHIP & 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: 05-30-22 7_ 1 ! EXISTING WINDOW CEDAR BEVEL SIDING ESA BEVEL SIDING XI IN U EXISTING WIN 0 BEVEL SIDi! WINDOW M a WORK NOTES: "X4" CORNER BOARDSTM3 Existing Continuous 8%8" Beam Around Perimeter of House PROVIDE HURRICANE STRAPPING Cedar Shingle Roof IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE NOT FO R 12 CEDAR SHI OF NYS. 4CANING C o — Hurricane Strapping i CtJNSTRUCTiON Top of Window to Match R-19 Insulation �" USE UNLESS ■ ■ Z" Sheetrock o Top of Windows on South 1, a X4�� EXTERIOR Existing _ Existing GDX Sheathing - 2z4 Wall Constructed inside �� o �� Wall CASING NOTE: VERIFY ALL DIh1ENSIONS TO Existing 2" Wall N 2x4 Wall Constructed inside — INSURE FLOORS OF NEW ADDITION .x _ 'CERTIFIED BY A ExistingDownlEntire Wanuous ll Beam R-15 Insulation ALINE WITH FLOORS IN EXISTING LIVIn R-15lnsulatlan Liven S F+RfPLA "OUSE PROFESSIONAL a (2)2x6 Hdr. Cedar Siding NEW NEW yZ 2° HISTORIC SILL � � LADIH2850 2" Raised Floor Z' CDX Sheathing Mendota PropaneAH2850 —Room 2z4 Wall Constructed inside Room FV36 Natural GasCEDAR BE�& ENGINEER Mendota Propane Fireplace NOTE: VERIFY ALL DIMENSIONS FV36 Natural Gas R-15 Insulation to be Installed as Hurricane Stropping FDA BEVEL SIDBIVIT SI INSURE WALLS OF NEW ADDITION Y Fireplace Per Manufactures Match ExisfingpPloor Joists NE1� a4 CORPE Specs. LINE—UP WITH WALLS IN HOUSE. R-19 Insulation _ Windows are to be install 2z Box Beam _ Centered Between the 26 ACQ Sill Fireplace Opening and the 1'_i��—� NOTE: PROASEPERE BREAKS Front Wall of the House and 1 Matched on Opposite Side of o L o E _1 z 8" CMU THE 2020 RESIDENTIAL Fireplace o o (Verify with Owner) 16"x 8" Conc, Ftg, CODES OF NEW YORK STATE. x Min 3'—O" Below WINDOW SCHEDULE PROJECT: Final Grade EXTERIOR IN I IN E 1 MANUFACTURER SERIES STYLE MODEL ROUGH OPENING WINDOW DIMENSION GRILLE CONFIGURATION 6 CnI OR COI OR H wr ANDERSEIJ A SERIES DBL HUNG ADH2850 2-8"x 5-0" 2-74°x 4'-1141" 4" FULL DIVIDED LIGHT WHITE WHITE WHITE PERMANENT EXTERIOR ""' I n%6 R PERMANENT INTERIOR WITH SPACER FLOOR PLAN- CROSS SECTION- ( A SOUTHEAST CORNER 220 SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" CHAMPLIN PLACE 101 OF HOUSE ELEVATION- GREENPORT, NY, 11944 SCALE: 1/4"=1'-0" DRAWING TITLE: EXISTING STRUCTURE NEW STRUCTURE PLAN AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: . FEBRUARY 11, 2022 PROJECT NO: 1116-2022 '•��, , DRAWN BY: It BDK CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE © IS i� �;y �� R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS A 4 SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ` LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �•�� h �• "` : CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THE Al 01'`� ' ' PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ,H R'� R301.1.1 ALTERNATE PROVISIONS �' M^�• .� �, � eta AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 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 FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KEEDESIGN-000 AM ue 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.