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Home My WebLink About48358-Z ; TOWN OF SOUTHOLD a � BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY aCb BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48358 Date: 10/3/2022............. ., ............................... Permission is hereby granted to: Stalzer, Richard �. _W..... _ .... �.._... 2600 S HarborRd Southold, NY_ 11 .971 . ....e..- „�_ m� .... � To: Construct an addition to an existing single family dwelling as applied for. At premises located at: 2600 S Harbor Rd, Southold SCTM # 473889 Sec/Block/Lot# 75.-7-7.1 Pursuant to application dated 8/16/2022_ and approved by the Building Inspector. To expire on 4/3/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $260.40 CO-ADDITION TO DWELLING $50.00 Total: $310.40 ............ JM..� _........ _ .�, Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT 9� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 )itti :HwwNyoutholdtoALvn �. Prov Date Received APPLICATION FOR BUILDING For Office Use Only PERMIT N0. 4 _ Building Inspector:—J& ALJG29 BUILDING DEPT Applications and forms must be filled out in their entirety. Incomplete To'-- Cr applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: t L\1VA SCTM#1000- rf,b — rl _ 17, 1 S i At_Z�z(� Project Address: 2(.0O 4 \+0L- Phone#: (t7 — 2-,c,,-C) - Email: Mailing Address: �aAlX1i�— (}S v CONTACT PERSON: Name: ► C_1�(a JLD 1 A1�- � Mailing Address: 2-(o©O B4)07 V\ S+ �I 1A 0C4'�S Phone#: 9 )rj 2,5 p _ 5-14S3 Email: DESIGN PROFESSIONAL INFORMATION: p� Name: I<E-tAL- �Es1 K Assoc,, LLC Mailing Address: 26S : -ASM!j-[& 5( J I H-0 Phone#: l9L/JJ ` ! OS Email: S5e jj GS q w p I 0n1 L i"E,iJj&-T CONTRACTOR INFORMATION: Name: es Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure P�Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 20 K— Will the lot be re-graded? ❑Yes)gNo Will excess fill be removed from premises? ❑Yes Mo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Ac this property? ❑Yes)ANo IF YES, PROVIDE A COPY. ❑ Check Box After Reading. The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION i5 HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorizeded inspectors on remises and in building(s) for necessary inspections.ctions.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pT �ri'r-f OAuthorized Agent ❑Owner ri name): / .. Signature of Applicant: Date: T - STATE OF NEW YORK) SS: COUNTY OF -R99;71 [, ., kM�- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the � � �T (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this '-,—)L �r4A 0 �D day of 202-2— la ry Public TRACE`f L. DWYER NOTARY PCELIC,STATE OF NEW YORK tjTH(2Rj78,Tj0NNO.01 9(i (Where the applicant is not the owner)0amwZSION EXP tL. residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at 2G00 S64, �A I (print property owner's name) (Mailing Address) do hereby authorize KEw.- (Agent) to apply on my behalf to the Southold Building Department. Date) (Owner's ignatu kC"14ZO A LZF---� (Print Owner's Name) Generated by REScheck-Web Software QJCompliance Certificate Project Stalzer Addition Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 45 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2600 South Harbor Road Richard Stalzer Brett Kehl Southold, NY 11971 2600 South Harbor Road Kehl Design Assoc. LLC. Southold, NY 11971 265 jasmine Lane 917-250-5453 Southold,NY 11971 631-433-9084 ssbn654@optonl1ne.net re w _N Compliance: 7.7%Better Than Code Maximum UA: 39 Your UA: 36 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Iala. arg Irae�ram �a� alrrno Imrg eIr r ararIrr mra IIaA� alr performanceamarnpharce IS ath ilr �� c m *c kEach s rm gr'ade asarrubl urthe specified c1llirn te zoe must rrrethe rnirarnaurenergy code kisiANafloirR•vMue and depth rmaleirnei ts Envelope Assemblies NONE= Ceiling: Flat Ceiling or Scissor Truss 148 49.0 0.0 0.026 0.026 4 4 Wall:Wood Frame, 16"D.C. 130 21.0 0.0 0.057 0.060 7 7 Orientation: Left side Window:Wood Frame SHGC: 0.31 12 0.290 0.320 3 4 Orientation: Left side Wall 1: Wood Frame, 16" D.C. 109 21.0 0.0 0.057 0.060 6 6 Orientation: Back Window 1:Wood Frame 12 0,79n 0.320 3 4 SHGC: 0.31 Orientation: Back Wall 2:Wood Frame, 16"o.c. 59 21.0 0.0 0.057 0.060 3 3 Orientation: Left side Window 2:Wood Frame SHGC: 0.31 12 0.290 0.320 3 4 Orientation: Left side Floor:All-Wood joist/Truss 148 19.0 0.0 0.047 0.047 7 7 Project Title:Stalzer Addition Report date: 08/10/22 Data filename: Pagel of 2 Compliance Statement., The proposed building design described here is consistent with the building plans,specifications, ,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 iECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory�r quire nts listed in the REScheck Inspection Checklist, Xxnlf� - Name-Title Signatur Date Team Project Title: Stalzer Addition Report date: 08/10/22 Data filename: Page 2 of 2 LQUAIT ORD90 ALTERATION OR ADDITION THE EXISTENCE or Rh*=Or WAYam 70 THIS SURVEY 6 A VIOL43M Or =N OR WE=Or RECORD!F WM W ti V1 � �•� a a ra 6-10 SECRON 72CA OF THE NEW VOW STATE ANY.NOT SNONN ARE NOT EDUCATION I".COPEDR GUARANTEED. THE D°r IPA SURVVEYOOR'S'OJ�D NOT OR°J0 Area=IAM ef. Qea5�SEAT.SHALL NOT BE CONSIDERED PTEmiees known OS TO sE A VALID TRUE COPY. $2600 South Harbor W.Southold 01MIRAM6ES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY ID PREPARED.ANO OG NYS a£FOVf TO THE TONE CDU67 OON LWENrMI.AOENOY AND TO The SSMERON USTED ENDING.AND TO TTN!OUAR IR OF THE LENDING M6TI- TLlRDG.OIaIRAN1EE4 ARE NOT TRAf�F.RABLE. 4 100N CL V. O i 4 i� 6 e. Oy�O1 4 certlnea to: dSurvey of d Property na S(At2ER , . FOGN NMtI K RU Ml WAX COMPANY situate at Southold Town of Southold Michael W. Minto, L.S.P.C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR District 1000 Section 75 Block 7 Lot 7.1 NEW YORK STATE LICENSE NUMBER 050671 97 »ooaoievr Lane Scale 1"= 20' Surveyed September 27, 2019 Centereaeh. N.Y. 11720 GRAPHIC SCALE PHONE/FAX: (531) SBO-1202 CELLULAR: (631) 766-9714 ¢ Ia EMAIL.- mikemintolapeOgmall.com ( IIT FEET) E Inch. 20 & R 75_ 7_7. l �s�ssor S #yF307 APPROVED AS NOTED COMPLY WITH ALL CODES OF DATE1b-�-IR B.P.# YB �5 B NEW YORK STATE & TOWN CODES :a FEE 0 BY AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE SOUTHOLD TOWN ZBA FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED SOUTHOLD TOWN PLANNING BOARD FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, SOUTHOLD TOWN TRUSTEES STRAPPING, ELECTRICAL&CAULKING 3. INSULATION N.Y.S.DEC 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE 1 REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING Blower door and ductwork testingrequired. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY ELECTRICAL SOLDER USED IN WATER INSPECTION REQUIRED SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1%LEAD. Must provide Manuals D*J and S as per TRUSS PLACARDING REQUIRED NYS Energy Code OCCUPANCY OR RE 14IN STORM YVATER RUNU,I"-i= USE IS UNLAWLFUL PURSUANT TO 2X OF THE MVM'CODE. N WITHOUT CERTIFICATE OF OCCUPANCY GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION CGeneral Notes:0 N T R A C T 0 R N 0 T E S I GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF ILIUM Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. I. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTES: 2. FIRE SAFETY: 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 AN( AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES, ne 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 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 PC.Box 1675 phone: (631]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 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 11971 E-Mail: ssbn654@optonline.net 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kohl Design Associates,LLC v 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. 7/7777�77r/,7�'77 4. a. All plywood shall be in accordance with the American Plywood Association specifications. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS, UWNLRSHIP & USE OF DOCUMENTS: 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 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6. a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which THE CONTRACTOR SHALL 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 B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb 825 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 9. Fv 285 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb 2600 PSI 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. 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. 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 TC 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. 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 i 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 I 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 NOT FOR 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. - LOAD SPEED (mph)_ CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CONSTRUCTION -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 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 DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PROFESSIONAL 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3�1r, INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) ENGINEER b SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE 10 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 CORRI SION-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. TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: 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. 1 F TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS d 200 h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL AUG 1 C, 2022 f < 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, Al HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS 50 In INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BI ll,r)ltY-- NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE a 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 PASSENGER VEHICLE GARAGES 50' INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES PROJECT: NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. 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 30 1 R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE 3 STORY )4' INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE A =1 V-4" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 16 16 STALZERh 2020 BOILDING CODE OF NEW YORK STAIRS 400 INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH STATE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. RESIDENCE 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 Sl: a. This table is based on 180 mph ultimate design wind speeds V,, and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE 19'-4" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 S.QUARE INCH 645 mm?1 POUND 4.4.5 N, 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) ADDITION a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel. APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 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 2600 SOUTH HARBOR RD 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 2)/2 inches from the edge of concrete block or concrete. . ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, SOUTHOLD, NEW YORK 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. 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 TIILE: 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. 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 OF NEW YORK OF NEW YORK STATE. 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 R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE 78 sq.ft. 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 BASEMENT NA 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 EX. BASEMENT NA 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: NEW FIRST FLOOR 78 sq. ft. TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ("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 POSE SEAL IS AFFIXED HERETO. INFRINGEMENTS ALL BE EX. FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYUGHTb GLAZED CELM WOOD MASS FLOOR BASEMENTc SW d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U+Ab U-FACTOR FENESTRATON R-VALUE FRAME WALL WALL R-VALUE WALL RNALUE SPACEC FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT I BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SWC b,e RNALLE RNALUE1 R-VALUE DEM RVAILUE 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 NEW BALCONY NA THE PLANE OF THE TRUSS 4 EXCEPT 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 MARINE 0.32 0.55 0.40 49 20OR13+e 8/13 19 10/13 10.2ft 10113 TO BE IN ACCORDANCE WITH TABLE R602.3(l) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: - -- - I 1 -1---- , ------- - -- I - I --J CODE OF NEW YORK SEAL: DATE: ATTIC (HOUSE)(b) NA For SI: = 1 foot = 304.8 mm 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values ore minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less AUGUST 08, 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: NOT LESS THAN 30 INCHES R-value specified in the table. ATTIC GARAGE a NA COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ( )( ) BONUS ROOM NA b, The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. 1130-2022 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 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. BDK interior of the basement wall. SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT 3, REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD CHECKEDBY: NEW DECK NA 15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION. MEMBER DEPTH. wall, "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the interior of the basement COVERED PORCHES NA COVERED ENTRANCE NA 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 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF insulation on the interior or exterior of the home or R-13 cavity insulatior at the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC. S-HEET NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE/ CABANA NA THAN 10 POUNDS PER SQUARE FOOT. 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 ACCESSORY STRUCTURE 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, WITH WRITTEN 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. 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, g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (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. �1 I plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior in i. Mass walls shall be in accordance with Section R402.2.5. The second R-vo'ue applies when more than half the construction. (9) KE&DESIGN-MOMTE,IIC insulation is on the interior of the moss wall. ZZ SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION /-; ,;;� USE A MINIMUM OF TWO 8d NAILS THIS M T S 2 0 L T S 2 0 <<;::;, �6 :` SIDE d TRUSS. PROVIDE (1) HGAIOKT ON i/i a/L,L✓ / _ //'`/l'i/J //,/ FASTENERS ALLOWABLE LOADS �'2 LOAD . (' i � C.0 i „ SIDE OF CEILING JOIST ,,% LATERAL WITH TOTAL FOUR o AND ON SIDE OF RAFTER — — MODEL GA UPLIFT UPLIFT CODE /• O ° N0. TO AVG REF. ° l,l (133/160) 8dx12' 8d NAILS RAFTERS/ TO TO ULT. NAILS INTO TRUSS. / / PLATES STUDS (133) (160) F F2 (133& STU "— TRUSS _ NOTE: REFER TO SIMPSON WOOD CONSTRUCTION m TAKE— c TAKE—UP WASHER KE H7 16 4-8d CONNECTORS MANUAL FOR ALL FOOT NOTES AND HL DESIGN ASSOCIATES LLC 2—Sd 8—Bd 2991 930 985 400 5, 44 ��' 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 ° ° ARTg'x12 o PO.Box 1675 hone: (631 433-9084 q(TOTAL) LENGTH OF BOLTIN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS p I/ Southold,New York 11971 E-Mail: ssbn654@optonline.nef MODEL GA AVG 2 RCODE INTO ° . �• 'NO. MAX. LEARULT. LFTA LFTA PLATES °WIDTHSPAN L 1)" 2" 24" 3 34" 1 " 2" 2}" 3" 3}" EIGH8d NAILSINTOSP4 Kehl Design_Associates,LLC o formerly D A K Associates,LLC LFTA 16 2 „ 17„ 3gj" 4200 1205 1400 5, 44, 85 STUD %�/ /��I�%, :/�Z/J /��"'J %��%/ "r7" ; 'OWNERSHIP & USE OF DOCUMENTS: DALLOW R LARCH / S0. PINE °° These drawings and specifications including the FASTENERS ALLOWABLE UPLIFT LOADS a MODEL L AVG 10d 1Od x 17' CODE No. ULT' REF' LFTA I ° ideas, design and arrangements represented 10d 10d x 14" (133 / 160) (133) (160) L S TA 2 1 therein, are the property of KEHL DESIGN 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 1�" 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 14" 3116 1000 840 1000 3, 41, 128 the have been prepared without written consent. ART�'x12 DETAIL "Kit y p p LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 COUPLER NUT DETAIL "Eli 100.. STU 8 - D000-FIR-LARCH Equal number of �SIMPSON SO. PINE CODE TYPE OF DIRECTICN ALLOWABLE LOADS REF. specified nails InTAKE—UP WASHER MODEL CONNEC— OF LOAD FLOOR ROOF (133/ each end NO. TION (100) (125) 1E0 I': Simpson Strong—Tie G 515 645 670 CS16 ARTS"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "Hit H 1 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOLDOWN ARTJ"x12 STUD DEFLECTION DEFLECTION CODE MODEL AVG LENGTH OF BOLT 2,3 AT HIGHEST REF. MACHINE AT HIGHEST NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY s BOLTS ALLOWABLE GA GA HB SB W H B SO CL plAs•e DESIGN LOAD DESIGN o00 QTY DIA 1}" 2" 2}" 3" 3�" 54" LOAD WHEN RAISED OFF o THE SILL PLATE 0 0 HD2A 16 12 4A" 2J" 2J" 8" 2� � 1� � 2 � 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 o 0 0 MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS NO. W L STUD PLATE ULT. DF / SP CODE (133)2 (160) REF. SP4 3A" 74" •-10d x 1 j" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA W L NAILS FLOOR (133) (160) REF. oe 100 WORK NOTES: LSTA21 20 1 " 1 21 — d 905 1205 1295 7, 40, 90 CIC, MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA Simpson Strong—Tie STU W L NAILS FLOOR (133) (160) 8"— MSTA24 18 14" 24 18-10d 1025 1370 1640 7, 40, 90 TOTAL ALLOWABLE TENSION LOADS NAIL CODE LU S46 SIMPSON MODEL L FASTENERS NO. (LENGTH END GA CUT LENGTH (TOTAL) 2 SPACING REF. HD2A NOT FOR TAKE—UP WASHER L (100> (133 / 1 60 ) oc• 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 2 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE USE UNLESS DIMENSIONS FASTENERS ON. —FIR AR H PIN ALLOWABLE A NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL HEADERS AVG UPLIFT FLOOR CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION „ 11 N0. GA W H B 100 snlow 115 ROOF125 10d 16d JOISTS BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F CERTIFIED BY A ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. DETAIL "I„ cN w- LUS46 18 3 41" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 14 36" 9A" z COUPLER NUT PROFESSIONAL HUS210-2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ'x12 5'•— DOUG—FI AR H PIN ALLOWABLE A STU 8 FASTENERS UPLIFT UPLIFT FT LATERAL CODE SIMPSON MODEL ENGINEER ULT N0. GA (133/160) REF. . TAKE—UP WASHER TO RAFTERS TO PLATES I TO STUDS (133) (160) F Fz 160 HGA10KT 14 4—SDS4'"04" 4—SDSJ"x3" 1 1523 435 435 1165 940 USE A MINIMUM OF M TS 16 SP4 TWO 8d NAILS THIS M TS16 _ SIDE OF TRUSS. HD2A COW SP4 COUPLER NUT PROJECT: TOTAL FOUR o /• ® SE A MINIMUM OF IN NAILS TWO Sd NAILS THIS INTO TRUSS. SIDE OF TRUSS. L S TA 2 s PEON SIMPSON ANCHOR BOLTS TOTAL FOUR /. TAKE—UP WASHER ° Strong—Tie 8d NAILS INTO TRUSS. L S T A 21 HUS210-2 T LZER ® ° RESIDENCE ® n TWO o F1 CDD D I T 10Ilk 0 8 AILS TO ° o ° / PLATES °®° EIGHT ° TWO o 8d NAILS 8d NAILS INTO INTO DETAIL "A" STUD Simpson Strong—Tie PLATES °p° 2600 SOUTH HARBOR RD. H7 EIGHT n NAILS DETAIL "D" DETAIL "G" DETAIL flirtflirtIN INTO SOUTHOLD, NEW YORK STUD Simpson Strong—Tie H7 Simpson Strong—Tie Tie P g DETAIL "Lit LFTA LFTA gp ROD SYSTEM EFTA DRAWING TITLE: Ridge Strapping LSTA30 NOTE: ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS CHARTS & CALCULATIONS I•' / STRONG-TIE DETAILS LTP4 / ROOF DRAINAGE I•• LTP4 CALCULATIONS AND I` LTP4 PLUMBING RISER DIAGRAM I DETAEL licit 1 et FLOOR 11 3" THROUGH ROOF 1 ST FLOOR 2nd FLOOR Simpson Strong—Tie ROOF Floor—to—Floor Connections 3' xNOTES: LTP4 DET.&M "B" Ridge Strapping 2' THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE LTP4 CAM eATTIROOM DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE Detail 3"2" PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie 2" 2" FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Floor-to-Floor Connections FLOOR st FLOOR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT C.O. 2" 2" 2" ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 3' 2' FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE SEAL: DATE: CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, 4" F.A. VENT e AUGUST 08, 2022 C.O. C O ABOVE GRADE ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS M PROJECT NO: NO SUBSTITUTIONS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 4" C.I, PIPE SE SC WA APPROVED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM SEWERAGE SYSTEM � w 1130-2022 All framing hardware shown on these plans, s.,_•; DRAWN BY: THAT PROVIDES A .COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE ,�. i,- "r unless otherwise indicated, is Simpson Strong-Tie. TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING . y:, •� _'�., BDK No substitutions are approved or authorized. ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS � �RaF Due to the relationships of framing hardware to PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF '� t, V1` C�VECKED BY: the other components of the structure, any framing THIS SECTION. ' SHLLI NUMBER: hardware substitutions will render these plans - - R301.1.1 ALTERNATE PROVISIONS -��— null and void, and will result in the installer contractor AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING //.�- assumin res onsibi it for the design and BASEMENT FL M NT �2 g P y g STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND FLOOR FLOOR performance of the entire system. 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. Doe NUMBER: of 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLUMBING RISER DIAGRAM (NTS) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) (D UM-DESIGN•ASSOCIATES, uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 9� t . r IGII %- KEHL DESIGN ASSOCIATES residential &commercial design . consulting PO.BOX 1675 phone: 1631)433-9094 Southold,New York 11971 E-Mail: ssbn654@optonine,net Kehl Design Associates,LLC®formerty 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. R EV: EX CL EXISTING (n N BEDROOM g o o EXISTING co co co LIVING ROOM N N N 5'-1lYb 5'-11Y6 5-11Y6 5'-11}'6` 5'-1�16 -11 16 EXISTING (Max. Span 6') (Max. Span 6') (Max. Span 6') (Max. Span 6') (Max. Span 6') (Max. Span 6') BEDROOM EXISTING 3" Steel Column 3" Steel Column 3" Steel Column BATH New (2) 14 01g' Header or Flush Header (Verify With Owner) ------------------------------- WORK NOTES: Note: Provide Solid Blocking Beneath Bearing Point 2 i Above 3" Steel Column �3'-6' -13/a` 3'-6° 2'-12 on N N 2' x 2' x 1' Conc. Ftg. � Note: Provide Solid Blocking Beneath Bearing Point 8 Above EXISTING co DINING o EXISTING ROOM KITCHEN NOT FO R Note: Provide Access to CONSTRUCTION Crawl Space with 2x8 ACQ Jacks (2) 1 J'x5J' LVL Hdr USE UNLESS -4" New (2) 14'x71' LVL Header or CERTIFIED BY A EXISTING Flush Header (Verify with Owner) PROFESSIONAL o j I SHELVING 2-s' EXISTING I AREA ENGINEER 2�—8�" Washer >o STAIRS = I I 4 NEW I ' LAUNDRY X EXISTINU o � STAIRS ° N x I ROOM dryer a Beam Poc. _x Beam Poc. FOUNDATION PLAN ,�"x7Drp�edlish Beam � I FIRST FLOOR PLAN � (2) 1�'x7j" LVL Girder p L(2) 4"x7" LVL Header 2668 SCALE: 1/4"=1'-0" I I I SCALE: 1/4"= 1'-0" I •d I ¢ Glass Panel 1 o o g o J -3° NEW 51" PROJECT: EXISTING WALLS ; ; o ; I EXISTING WALLS 3 BATH �Z¢ -- U- STLE NEW WALLS j —— I NEW WALLS (2) 1rx7}" LVL Header I I � L-----T------- Window Set at8'-0" AFF. " ESIDEICE Relocated Andersen AXW41v AADDITION' -0 D D'T I O ' i" 3-11 4" 12'-QY" 12'-DY' 2600 SOUTH HARBOR RD. SOUTHOLD, NEW YORK PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE DRAWING TITLE: OF NYS. AS NOTED NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. 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 ALL HEADERS ARE TO BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL (2)IY,"X 9%" LVL UNLESS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE OTHERWISE NOTED 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 RESICENTIAL CODES OF NEW YORK STATE NOTE: VERIFY ALL DIMENSIONS 'SEAL: DAl E: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE INSURE WALLS OF NEW ADDITION LINE-UP WITH WALLS IN HOUSE. AUGUST 08, 2022 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 1130-2022 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM NOTE: PROVIDE FIRE BREAKS © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. �w `r-t p j, rye!+�` " ., DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE AS PER ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED A `� -> r °� �' BDK TRANSFER OF LOADS FROM THEIR POINT OF OR GIN THROUGH THE LOAD—RESISTING THE 2020 RESIDENTIAL UNDER FEDERAL COPYRIGHT LAW. CECKED BY: ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS CODES OF <, PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF NEW YORK STATE. PLANS MAY NOT BE REPRODUCED WITHOUT THIS SECTION. WRITTEN AUTHORIZATION, ' � �p�' ;FEET NUMBER: v ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF R301.1.1 ALTERNATE PROVISIONS KEHL DESIGN ASSOCIATES, LLC. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A101 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND a..4u 'r�.''`, THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN r THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF PROOF OF PURCHASE. NEW YORK STATE. DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Acceptance of these drawings does not authorize the right to build without the authorization 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such ©KEHL-DESIGN-ASSOCIATES,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. Ridge Vent Hurricane Strapping �'�' � �i �'" ✓%;. ;/,,�, d ,,'",/,1J'x 7}" LVL Ridge Match Exist Roof Shingles fl 15#Felt � 2x6 Rafters 16"oc. r1 �;I Match Existing CDX Sheathing KEHL DESIGN ASSOCIATES ILLC T residential &commercial design . consulting EXISTING k 2x6 2x4 ATTIC P0.BOX 1675 f- g phone: 631I433-9084 Hurricane Strapping Southold,New York 11971 E-Mail: ssbn6548optonine.net Match ExistingFoscia's - I R-49 Insulation i I I Kehl Design Associates,LLC a formerly D A K Associates,LLC Match Existing Soffit Heights OWNERSHIP & USE OF DOCUMENTS: R-15 Insulation 2x6 D.Fir Top Plates I II I LL I II LL II J LL1L I 2x6 Studs ®16"oc. These drawings and specifications including the III II III IJ LJl LI LJJ LLJ LI II II L� LI�LLJ III I II LLI EXISTING i Match Exterior Sheathing ideas, design and arrangements represented II II II II II III II II III II II ll Il lLI1�L1111 II LI III LI II II II II�J�Ull STAIRS- I I therein, are the property of KEHL DESIGN -LLLLLL I I i R-21 Insulation EXISTING EXISTING ASSOCIATES, LLC. No part thereof shall be R-15Insulation I yM I I NEW R-19 Insulation KITCHEN copied, disclosed to others or used in connection I I LAUNDRY LIVING ROOM with any work or project other than for which ROOM 1�0j' LVL Floor Joists 16"oc. they have been prepared without written consent. I I 15#Felt 10'-OY" Match Existing Siding " C X Subfloor REV: D.Fir Shoe 2, 0" 4 CDX Subfloor 2x8 ACQ Sill rx18" Anchor Bolt (Max 32" oc.) 1" Note: Provide Solid Blocking EXISTING I I 1 'x7d LVL Floor Joists 16"oc. � 8" PC. or 8" C.M.U. Foundation Existing Girder— Beneath Bearing Point STAIRWELL /2" PC. Slab Damp Proofing and Above St 20"x 8" Conc. Ftg. EXISTING eel Columns EXISTING Min. 3'-0" Below BASEMENT BASEMENT 4 I Final Grade, I New 3" Steel Column I on 2' x 2' x l' Conc. Ftg. L_J L--� SECTION- ( A' EASTERN ELEVATION SCALE: 1/4"= 1'-0" 201 SCALE: 1/4"= 1'-0" SECTION ( C WORK NOTES: SCALE: 1/4'= 1'-0" 201 Ridge Vent Hurricane Strapping 1j"x 1J" LVL Ridge Match Exist Roof Shingles 15#Felt 2x6 Rafters 16"oc. Match Existing CDX Sheathing N TF R II �ll> 1 t CONSTRUCTION I!I II 1I `LLLU(J I I I LE I I I II I II II LI I I I I I CI I I II II I I II I lI I I I I I I I I II I I I I I I I I I iI I I , USE UNLESS LiL 1, 141, 1 11 li 2x6 24 k CERTIFIED BY AHurricane Strapping 1 2x8 Ceiling Joists 16"oc. Match Existing Fascias - �R-49 Insulation PROFESSIONAL Glass Panel E N G I N E E R Match Existing Soffit Heights o 24 D.Fir Top Plates Shower 26 Studs 0 16"oc. and Match Exterior Sheathing R-211nsulotion o Tub Area NEW R-211nsulotion BATH R-19 Insulation 1j"01' LVL Floor Joists 16"oc. 0 15#Felt (2)1j"65" LVL Box Beam - Match Existing Siding Dropped 1i" " CDX Subfloor -/2x6 D.Fir Shoe IMMWAl -/2x8 ACQ Sill (2 1 'x74' LVL Girder / x18" Anchor Bolt (Max 32" oc.) PROJECT 1 "z7" LVL Flush Beam I I �„ 14 x7� LVL Floor Joists 16"oc. Dropped 1r I 8" PC. or 8" C,M.U. Foundation SOUTHERN ELEVATION I 2"PC Slab Damp Proofing sTALZ E R 20"x 8" Conc. Ftg. Min. 3'-0" Below SCALE: 1/4"= 1'-O" Final Grade. RESIDEINECE ADDITION SECTION 2600 SOUTH HARBOR RD. SCALE: 1/4"=1'-0" 201 PROVIDE HURRICANE STRAPPING © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. SOUTHOLD, NEW YORK IN ACCORDANCE WITH THE ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 2020 RESIDENTIAL CODE UNDER FEDERAL COPYRIGHT LAW. OF NYs. DRAWING TITLE: PLANS MAY NOT BE REPRODUCED WITHOUT LJ L�J ICI I L1J I L11 II I II II II I II II L II L III IIII WRITTEN AUTHORIZATION. II I I II IIII IIII II U d I III LI_ II LI_ II I_L�1I i II LI II III ll I II I I II ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AS NOTED NOTE: VERIFY ALL DIMENSIONS To KEHL DESIGN ASSOCIATES, LLC. INSURE FLOORS OF NEW ADDITION THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ALINE WITH FLOORS IN EXISTING LJJ LJ LI LI LI IL 1 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN HOUSE, PROOF OF PURCHASE. LLl L�1 L11 L III U LLl flu I I LLJ ALL 1 I I I I l it l 1 11 11 11 11 11 11 11 L1 L11 W Lll �LUI �I I i I III NOTES:I L II L III IJ I LI LLtLLi_jL_iL 1LL UI IIII III II j II LI THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE -I iLLII III II IL1 I IL II II ALL HEADERS ARE TO BE Acce lance of these drawings does not authorize the right to build without the authorization DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE LI L ll I LI L11 L III I L �f1�L a LJ u I L11 �LL�J L �LIJ III L I I I IIII P 9 9 ILA II II IUI I IL'J I�� ILI II I LI 1 II II II II LI (2)13/"X 9Y" LVL UNLESS 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 I II III I I II II III II �� OTHERWISE NOTED Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LLlL1L ILL LEI LI��1 I �� II II IIIILIL LI _ 7H I I M11 I I 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. NOTE: VERIFY ALL DIMENSIONS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE INSURE WALLS OF NEW ADDITION SEAL: DATE: LINE-UP WITH WALLS IN HOUSE. R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE AUGUST 08, 2022 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 ° E 3.' `' NOTE: PROVIDE FIRE BREAKS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES �'� ,��,.; . . 1 130-2022 e— IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM "�"� �� -� ''`^ DRAWN BY: AS PER ~"k�+ �,-• �. �� ,f `�,�" �, THE 2020 RESIDENTIAL THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE rt'.:,ti " ° TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING BDK CODES OF CHECKED BY: ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS t NEW YORK STATE. :a PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ;P r ,� °'• ., r _� - SHEET NUMBER: {^ � C '" R301.1.1 ALTERNATE PROVISIONS 'k. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWINGS< �_... w.. r...STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND ��=�,"-- ''_�,. A201 THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF i WESTERN ELEVATION NEW YORK STATE. DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) SCALE:1/4"=1'-0" 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD ©KEHL"DESIGN"ASSOCIATES,uc FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ARriEh.1_1,Drt1riEM-T As scs�e 3-a -.a� C -m) GENERAL NOTES: > , SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION CC) N I RACTOR N 0 T E SGeneral Notes: - - - 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF 1' - _ -f Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. ?- ,:!! - , i0� q, i- GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. '-! k' � n � _ " _ 2, FIRE SAFETY: KEHL 1�nL 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. DESIGN ASSOCIATES LLC 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A i1 CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design o 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 o. 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 s PO.Box1675 phone: (631)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 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 11971 E-Mail: ssbn650dbptonline.net 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK Kehl Design Associates,LLC o formerly DAK 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. OWNERSHIP & USE OF DOCUMENTS: 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. 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better, therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. '± they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. Fb - 825 PSI PLUMBING WORK SHALT_ BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF 13UILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. g. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8 a. Laminated Veneer Lumber (LVL): ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN E = 1 ,900,000 PSI THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 285 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. 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. 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. 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. �} c' Q- (`t- S 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../ L WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR AN" 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. f 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 BAN 26 202�r 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 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 q 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 SPEED mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 Ibs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 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 CERTIFIED BY A 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 (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. p' 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. PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE / ( ) ( ) ENGINEER 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 USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORACEb 10 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-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 �k 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 SER\ED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED Vwt 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 RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (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 50h 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 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 PASSENGER VEHICLE GARAGES 50" INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES PROJECT: NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. 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 �^* �* THE HIGHEST ROOF SURFACE 30 Ya INCH DIAMETER LWITH 2 W- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LZ` E R 3 STORY BASED ANCHOR WITH 2 16 16 16 = 1 PER AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH AS PER CHAPTER E OF THE STAIRS 4o THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 2020 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) g-� FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,,It and a 45-foot mean roof height. "0 ¢ N' TOTAL HEIGHT FROM RIDGE TO GRADE 18'-J " 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. 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 2600 SOUTH HARBOR RIB. 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 2Yz 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 SOUTHOLD NEW YORK 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 NO PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE 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 R402, 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 NEW CRAWL SPACE 182 sq.ft. 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" 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 BASEMENT NA 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. (NY)TABLE R402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW FIRST FLOOR 182 sq. ft. g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGIN PROFESSIONAL WHOSE SEAL IS AFFIXED HLRETO. INFRINGEMENTS WILL BE EX. FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTa sLABd CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTOR U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL , R-VALUE WALL R-VALUE SPACE° FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGcb,e R-VALUE R-VALUE1 R-VALUE &DEPTH R-VALUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE PLANE OF THE TRUSS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA 4EXCEPT 0.32 0.55 0.40 49 20OR13+5h 8113 19 10113 10,2ft 10113 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE ATTIC HOUSE o NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: CODE OF NEW YORK SEAL: DATE: ATTIC HOUSEb NA For SI: = 1 foot = 304.8 mm 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulatioi is installed in a cavity which is less AUGUST 20, 2023 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: ATTIC (GARAGE)(a NA NOT LESS THAN 30 INCHES R-value specified in the table. O COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. OF NF�v BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED P�F' ' /0 1 152-2023 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the �� ,� l° Cp,y� 1� DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. �`Z �n interior of the basement wall. `.'- BDK SUNROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT r, ti 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD ;;,: 'i CHECKED BY: NEW DECK NA "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION. ,`ri MEMBER DEPTH. interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the COVERED PORCHES NA ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF basement wall plus R-S continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous V, THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE SHLET NUMBER: 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 'A ,R LLC. � DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE CABANA NA THAN 10 POUNDS PER SQUARE FOOT. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ` �p4 Qo 84 - d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation � ^ ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slobs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN (V' In. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab PROOF OF PURCHASE. 1 SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE 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 ' ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization Of IOcol 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 a genc 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 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. © KEHL DESIGN-ASSOCIATES, LLC insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION %r' USE A MINIMUM OF TWO 8d NAILS THIS M T S 2 0 L T S 2 0 DOUG-FIR LARCH SO. PINE UPLIF f SIDE OF TRUSS. PROVIDE (1) HGA10KT ON /'"�. a VW aI,Il FEE `. ALLOWABLE LOADS 2 LOAD SIDE OF CEILING JOIST � � _- �� E FASTENERS LATERAL WITH TOTAL FOUR ° /• ® ° AND ON SIDE OF RAFTER MOODEL GA TO UPLIFT JPLIFT RODE INTO TRUSS. (133/160) 8dx12' r TO TO PLATES STUDS (133) (160) F FZ (133& ° STU '- RAF TO ULT. aa (? jjkk r TRUSS � NOTE: REFER TO SIMPSON WOOD CONSTRUCTION e m TAKE-SIMPSOUP WASHER ��i H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES residential & commercial design ® consulting H6 16 8-3d 8-8d 3983 915 950 650 5, 44 _ j e _ DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWOARTR"x12 PO.Box 1675 phone: (6311433 9084 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS °o / • e MODEL GA 2 INTO • °• 0 ' Southold,New York 11971 E-Mail: ssbn654@optonline.net NO. F CLEAR ULT, LFTA EFTA REF, PLATES o0° o' 0 0 ° •a; HSPAN L OTY DIA 1}" 2" 2 " 3" 3 " 1 2" 2 " 3' 31" EIGHT 8d NAILS S P 4 Kehl Design Associates,LI C o formerly D A K Associates,LLC INTO LFTA 16 24" 17" 3gd"16-tOd — 4200 1205 1400 5, 44, 85 STUD OWNERSHIP & USE OF DOCUMENTS: DALLO FIR LARCH / S0. PINE °o These drawings and specifications including the FASTENERS ALLOWABLE UPLIFT LOADS3 MODEL L AVG 10d 10d x 12' CODE NO. ULT. REF. LFTA ° Tod 10d x 1 " (133 / 160) (133) (160) LS TA 21 ideas, design and arrangements represented ° therein, are the property of KEHL DESIGN 00 ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-1od x 1�" 3116 1000 840 1000 3, 41, 128 00 '° HGA10 with any work or project other than for which � ° o MTS20 20 14-10d 14--10d x 1�" 3116 1000 840 1000 3, 41, 128 0 ° DETAIL "K11 they have been prepared without written consent. ARTR'x12 °0 0 0 LST20 20 12-10d 12--10d x 17" 2383 775 720 720 3, 41 COW- DETAIL "E11 °° sTu 5„_ COUPLER NUT 8 DOUG-FIR-LARCH Equal number of �SIMPSON TYPE OF DIRECTION SO. PINE CODE specified nails In o° TAKE-UP WASHER ALLOWABLE LOADS REF, MODEL TYPE - DI LOAD p CON FLOOR ROOF (133/ each end (100) (125) 160 NO. Simpson Strong—Tie G 515 645 670 I CS16 ART8"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOEDOWN ARTJ'x12 DEFLECTION DEFLECTION MODEL STUD AVG LENGTH OF BOLT 2.3 AT HIGHEST RODE °o°o MACHINE AT HIGHEST NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY a DIA5,B BOLTS DESIGN ALLOWABLE LOAD DESIGN 0 HB SB W H B SO CL GA GA OTY DIA 2" 2J" 3" 31" 51" LOAD WHEN RAISED OFF ° 0 THE SILL PAT 0 0 HD2A 16 12 41J" 2�" 21" 8" 2 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG W L STUD PLATE ULT. DF / SP CODE (133)2 (160) REF. SP4 3�" 71" 6-10d x 1�" 12917 735 885 7, 40, 127 r_ _. MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODENO. GA NAILS F100 LOCR REF. WORK NOTES: LSTA21 20 1 21 - 4905 1205 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA y� LNAILS (100R (133) (160) REF. Simpson Strong-Tie STU 8'- MSTA24 18 1 24 18-1 d 1025 1370 1640 7, 40, 90 LUS46 SIMPSONNOTF®pMODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE RNO. LEND SPACING REF. HD2A TAKE—UP WASHERrr [[�'�(LENGTH LGA CUT LENGTH (TOTAL) (100) (133 / 160)2 00• ® STRUVT'01'�OF ROLL) IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT impson rong—Tie CS16 150' 1 14" 16 CLEAR SPAN +31" 28-81 1235 1 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE "' NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS DIMENSIONS FASTENERS pN, — w ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL 'T" c MODEL HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES E RTI 1 'E D B� A NO. GA W H B JOISTS ( ) ( ) ( ) tod 1sd ULT. (133)(160) Tod 1sd 10d 1sd Tod 1sd REF. ALL LIABILITIES ON THE CONTRACTOR. CN W— LUS46 18 3�" 4J" 2 4-16d 4-16d 6076 1140 1160 — 1000 1150 1250 71 40, 127 DETAIL "I" 14 3A" 9�" 2 COUPLER NUT S HUS210-2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ'x12 STU 5 _ PROFESSIONAL DOUG-FIR LARCH SO INE AB E LOADS 8 FASTENERS AVG UPLIFT FT LATERAL CODE NO. GA (133/160) REF. SIMPSON ENGINEER MODEL ULT, TAKE—UP WASHER TO PA 160 160 TO PLATES TO STUDS (133) (160) , F2 HGA10KT 14 4-SDS�"x1 4-SDSJ"x3" 1523 435 435 1165 940 s USE A MINIMUM OF M TS16 M TS 16 S P 4 TWO 8d NAILS SIDE OF TRUSS. HD2A CNW- o �TWO COUPLER NUT TOTAL FOUR • SE A MINIMUM OF S P 48d NAILS Bd NAILS THIS ° STU '- $ LSTA21 SIMPSON " ANCHOR BOLTS INTO TRUSS. l SIDE OF TRUSS. °°° o SIMPSON Strong-Tie °° TAKE-UP WASHER LSTA21 .•.A TOTAL FOUR o IN 0 TIRUSS. H U S 210-2 %W , L4 0 s 4 RESI i�..."bM^` EN 8 CE o ® ( *' TWO o o F1 S6 T 10 I AILS I TD o° o / PLATES °®° TWO o EIGHT o 'o 8d NAILS 8d NAILS o IN To INTO o DETAIL "A11 STUD Simpson Strong-Tie PLATES °Oo DETAIL H7 EIGHT - 2600 SOUTH HARBOR RD. 8d NAILS DETAIL "D" DETAIL "G" DETAIL "J" STD _ SOUTHOLD, P4EVi�� YORE STUD Simpson Strong-Tie H7 Sim son Stron Tie LFTA LFTA ° gp ROD p SYSTEM g DETAIL "L" °° DRAWING TITLE: EFTA o°° Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS L S TA 3 0 --- - ---- - - RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD 1'-O" 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. 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. STRONG-TIE DETAILS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. LTP4 ROOF AREA = 176 sq/ft I, LTP4 V = A X R X C LTP4 A = 176 sq/ft DETAIL "C" R = 2" RAINFALL = .17 ft Simpson Strong—Tie C = COEFF. = 1.0 NOTES: Floor—to—Floor Connections V = 176 x 1 X ,166667 - 29 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE LTP4 DETAIL "B" Ridge Strapping DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE LTP4 Detail PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie 29 / 42.25 VERTICAL FT. / FT = .6 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-to-Floor Connections - USE 8' DIA. POOL 1'-O" DEEP - 1 V.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 29 / 22.3 VERTICAL FT. / FT = 1.3 V.F. SEAL: DATE: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE USE 6 DIA, POOL 2' DEEP - 2 V.F. AUGUST 20, 2023 CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, - ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PROJECT NO: NO SUBSTITUTIONS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES ' IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM POOLS TO BE PLACED ON OPPOSITE SIDE OF �G OF /'Ir�{jx DRAWN BY152-2023 All framing hardware shown on these plans, `p unless otherwise indicated, is Simpson Strong-Tie. THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE HOUSE AND/OR LEADERS TO BE PIPED TO `� �N �' Coy,, y�� BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING No substitutions are approved or authorized. ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS POOLS (1/2 OF THE ROOF TO DRAIN TO EACH CHECKED BY: Due to the relationshi s of framin hardware to PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF P g POOL, MAINTAIN MIN, OF 20 FEET FROM SEPTIC the other components of the structure, any framing THIS SECTION. sHEEi NUMBER: hardware substitutions will render these plans R301.1.1 ALTERNATE PROVISIONS SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). 'r, "' null and void, and will result in the installer contractor AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING assuming responsibility for the design and STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA '`' p�.�' G2 performance of the entire system. THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WHERE TRAFFIC IS TO BE PRESENT. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DOB NUMBER: of 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. (D KEHL DESIGN-ASSOCIATES, LLC 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Il � Ali l LIM� _Oddl KEHL DESIGN ASSOCIATES LLC residential & commercial design e consulting ' P0.Box 1675 phone: (631 1 433-9084 Southold,New York 11971 E-Mail: ssbn654Coptonline.net Kehl Design Associates,LLC e formerly D A K Associates,LLC A A OWNERSHIP & USE OF DOCUMENTS: 2 11 01 , 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: EX CL EXISTING 12 EXISTING EXISTING BEDROOM EXISTING BASEMENT EXISTING CRAWL SPACE o BASEMENT o LIVING ROOM N CV CZ, Provide 24"x 8" Access and —llYs —1tYs"�— 5'-1tYs" 5'-1iYs" —llys"�— —11�s" EXISTING Ventilation Openings (Max. Span 6') (Max. Span 6') (Max. Span 6') (Max. Span 6') (Max. Span 6') (Max. Span 6') BEDROOM - - o o - 0 - / I 13 -82" EXISTING �0// I I a" PC. Foundation I ¢g BATH s__�---=___�Q�=_saa=—== _______ NX/ CO ' 7WORK NOTES: co or I x yo 8"CMU. Foundation o 4" PC. Slab � o = o Pitched to a o ' EXISTING EXISTING 4 � t NEW Drain a N o SUNROOM I y NEW N BASEMENT BASEMENT g in VJ cD c0 Li .� N cs IN CRAWL SPACE N H J _ _ _ Line of Ridge Above _ _ _ o � o '� 'o N o¢� � N Slab Drain N � ;ihi= EXISTING 0 DINING NOT FOR N " 4" PC. Slab EXISTING — 24"x8" PC. Footing = Pitched to o i ROOM with (5)#5 Rebar I U Drain . N I CONSTRUCTION STRU CT�O NNote: Provide Access to oEqually Spaaad L.W. lands Rebar 2'oc S.W. 8" PC. Foundation Crawl Space with l; ��++ 2x8 ACQ Jacks (2) t4"x5" LVL Hdr USE UNLESS I - - - -� - - - - °r- - —�— 3 " 13'-8 „ I� 8"CMU. Foundation (2) 1 z7" LVL Header 4v CERTIFIED BY A — — — — _- — — — — — — _ — — — — -- J 200 Series 3" 200 Series 3" 20D Series EXISTING PROFESSIONAL Andersen SM. 244DH2849 244DH2849 SM. 244DHr sen SHELVING 2849 EXISTING AREA ENGINEER s" Foundation STAIRS 2 _84„ EXISTING Damp Proofing o 2ul .` 5 Vertical Rebar 032"oc. EXISTING LAUNDRY CRAWL SPACE Ol STAIRS ROOM #5 Horizontal Rebar @16"oc. x —24"x8" PC. Footing o Bottom of Footing with (5)#5 Rebar Equally Spaced L.W. _ _ _ _ Be Min, of o" _—_—_—_—_ FIRST FLOOR PLAN Below ow Final Gradede on and #5 Rebar 2'oc S.W. -—-—-— —o -—-—- Compacted Fill. y s SCALE: 1/4"= 1'-0" FOUNDATION DETAIL EXISTING EXISTING PROJECT: CRAWL SPACE EXISTING WALLS BATH NEW WALLS TA L E R FOUIP"I"16JUATION PLAN- RESIDE aCE SCALE: 1/4"= 1'-0" F L_______� WALL TO BE REMOVED /�L IU' EXISTING WALLS �`'- NEW WALLS 2600 SOUTH HARBOR RD. SOUTHOLD, NEW YORK-. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WTH THE L-_ _ _ _ _ - I WALL TO BE REMOVED 2020 RESIDENTIAL CODE 'DRAWING -HILL: OF NYS. AS NOTED NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ALL HEADERS ARE TO BE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL (2)13/"X 9%" LVL UNLESS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE OTHERWISE NOTED 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 NOT: VERIFY ALL DIMENSIONS SEAL: DATE: INSURE WALLS OF NEW ADDITION R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE LINE-UP WITH WALLS IN HOUSE. AUGUST 20, 2023 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 STRUCTURES Off"N `✓ 1152-2023 IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM NOTE: PROVIDE FIRE BREAKS © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. DRAWN BY: THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE AS PER ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED `' o�� 'r Co'0 �'�° BDK TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING THE 2020 RESIDENTIAL UNDER FEDERAL COPYRIGHT LAW. O :� ;� CHECKED BY: ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS CODES OF PLANS MAY NOT BE REPRODUCED WITHOUT r- „`f�'�"'° Ar PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF NEW YORK STATE. WRITTEN AUTHORIZATION, cr THIS SECTION. [T ` SHEET NUMBER: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF R301.1.1 ALTERNATE PROVISIONS KEHL DESIGN ASSOCIATES, LLC. 8 V AS AN ALTERNATIVE TO THE: REQUIREMENTS IN SECTION R301.1 THE FOLLOWING THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A101 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND j�QN� THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF PROOF OF PURCHASE. NEW YORK STATE. DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Acceptance of these drawings does not authorize the right to build without the authorization 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 0 KEHL•DESIGN-ASSOCLATES, LLC 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. ol -5� It,lmhl' iL Add to Chimney as Necessary to Meet the 2020 NYS Residential Building Code. Provide New Flashing Around Chimney Ridge Vent KEHL'L DESIGN ASSOCIATES LIC C_ Hurricane Stropping — residential & commercial design e consulting Match Exist Roof Shingles 16 71* LVL Ridge Match Exist Roof Shingles 15# Felt iv 15# Felt Match Existing 2x6 Rafters 16"oc. 2x6 Rafters 16*oc, Roof Pitch Match Existing CDX Sheathing PO.Box 1675 phone: (6311 433-9084 Match Existing CDX Sheathing Southold,New York 11971 E-Mail: ssbn654l?d optonline,net Kehl Design Associates,LLC o formerly D A K Associates,LLC Remove Old Roof Bolt OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the II- LL LAL] I I i LLLLL Ifl JL New R-30 la on Top of ideas, design and arrangements represented LlulII i-MLI amul l Existing In 1 -21 Insulation therein, are the property of KEHL DESIGN _2x6 False Rafters 1I ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection R-49 Insulation_H-urrionle Stropp�fn with any work or project other than for which —————— ——— they have been prepared without written consent. Z' 'FroTde_T2F1,3`x71—LV[Flush-Head—ii5_01 nd III *- —————— ——————-Header Match Existing REV: EXISTING Soffit NEW 2x4 Studs @ 16"oc. ------- BEDROOM iSUNROOM Match Existing Match Exterior Sheathing --------- Siding R-15 Insulation Match Existing f Interior Ceiling Heights —BlueSkin House Wrap L=J� R-31) Insulation ------ Match Existing urricarl Stropping CDX Subfloor Floor Heights x4 D.Fir Shoe 1i"x741" LVL Floor Joists 16"oc. 2x6 ACQ Sill J"x18" Anchor Bolt (Mix 39" oc..) 4" PC. Slob Pitched to 8" PC. or 8" C.M.U. Foundation Drain Damp Proofing N O RT H E R N E L E VAT I O N E`� Slo Dr in 20"x 8" Conc, Ftg. Min. S-O" Below SCALE: 1/4"= V-0" Final Crade. WORK NOTES: S ECTI ON rA El SCALE: 1/4"= 1'-0" 101 L, LLLL 1,1- d-LU LiILI U A _1i_LL�'i, I OT FOR CONSTRUCTION Jf _LH 11 J_LL USE UNLESS illl 1L_ CERTIFIED BY A I E LU i PROFESSIONAL 11 i 1l I I h4 I 1 11 _Lll III Ill 11 Ill 11 11 11111 1 11 11 1 11 1 1 1111 ENGINEER PROJECT: EASTERN ELEVATION �S IALZER E 0" 1DEl" E SCALE: 1/4" = 1'-0" Ill I A DDI 101M. 2600 SOUTH HARBOR RD. PROVIDE HURRICANE STRAPPING (D COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. SOUTHOLD, NE VV YORK IN ACCORDANCE WITH THE ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 2020 RESIDENTIAL CODE UNDER FEDERAL COPYRIGHT LAW. LLLdU OF NYS, PLANS MAY NOT BE REPRODUCED WITHOUT DRAWING TITLE: 1J L1 WRITTEN AUTHORIZATION. ILLLLLL]LLLLL LLLLiLL11 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF NOTE: VERIFY ALL DIMENSIONS TO KEHL DESIGN ASSOCIATES, LLC. AS NOTED INSURE FLOORS OF NEW ADDITION THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ALINE NTH FLOORS IN EXISTING PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN 0 ROO - 11T HOUSE. PROOF OF PURCHASE. NOTES: AIL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE I ULLU 1 j]_LI_LL I_Lt ALL HEADERS ARE TO BE Acceptance of these drawings does not authorize the right to build without the authorization DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE �_LLt11U1LLL -L-LIJ I L]-]l _q (2)IY4"X 9Y2" LVL UNLESS 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 Ll LIM_LU A_L__LLLLLU"_LLLia6�" I FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE LILIE LdL I I OTHERWISE NOTED Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such r�,co I _JLLLLLLLLJJ LLLL LLLLLLiL1-UL DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 0 11 11 IT 11 111 1 111111 1111 1 111111 111 1 lill 11 Ill 11111 1 11 1 1 1111 11 11 1 111 1 1111 1 agencies prior to construction. CD UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 0 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. o NOTE: VERIFY ALL DIMENSIONS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE INSURE WALLS OF NEW ADDITION SEAL: DATE: LITT-UP WITH WALLS IN HOUSE. R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE AUGUST 20, 2023 Pl ,,�"ll lr'"'Z'/'UA I D 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 NOTE: PROVIDE FIRE BREAKS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES 1152-2023 A AS PER IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM IIAE W DRAWN BY: I rV I IN'G LJ THE 2020 RESIDENTIAL THAT PROIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENS FOR THE co�LJ BDK CODES OF TRANSFERV OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—T RESISTING CHECKED BY: NEW YORK STATE. ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF 06 Top of Patio THIS SECTION. NUMBER: --\ I ri-, __8 71 Grade 4 Existing Patio Existing Patio Existing Patio Existing Patio R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING 0516 STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND A201 THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WESTERN ELEVATION THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. DOB NUMBER: 01- 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) SCALE: 1/4"= 1'-0" 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) (D KEHL-DESIGN-ASSOCIATES, us 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)