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HomeMy WebLinkAbout49726-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 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#: 49726 Date: 9/19/2023 Permission is hereby granted to: Golder, Joseph 1305 New Suffolk Ave Mattituck NY 11952 To: Construct additions and alterations to existing single family dwelling as applied for. Additional certification may be required. At premises located at: 1305 New Suffolk Ave Mattituck SCTM # 473889 Sec/Block/Lot# 114.-11-26 Pursuant to application dated 8/9/2023 and approved by the Building Inspector. To expire on 3/20/2025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $795.20 CO-ALTERATION TO DWELLING $50.00 Total: $845.20 W�/-- Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT "¢ Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 littps.HwN"v.soutlioldtoyniiy,,ov. 71 3 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: AUG 9 2023 Applications and forms must be filled out in their entirety. Incomplete 1TMINNG " applications will not be accepted. Where the Applicant is not the owner,an w Owner's Authorization form(Page 2)shall be completed. Date:8/9/2023 OWNER(S)OF PROPERTY: Name:JOSEPH GOLDER AND CATHERINE GOLDER SCTM # 1000- 1 14.00-11 .00-026.000 Project Address: 1305 NEW SUFFOLK AVENUE, MATTITUCK, NY 11952 Phone#:516-455-8116 Email:JKGOLDER@OPTONLIN E.NET Mailing Address: 1305 NEW SUFFOLK AVENUE, MATTITUCK, NY 11952 CONTACT PERSON: Name:CATHERINE GOLDER i Mailing Address: 1305 NEW SUFFOLK AVENUE, MATTITUCK, NY 11952 Phone#:516-455-8116 Email:JKGOLDER@OPTONLINE.NET DESIGN PROFESSIONAL INFORMATION: Name:CONDON ENGINEERING, PC - JOHN J. CONDON, PE Mailing Address: 1755 SIGS BEE ROAD, MATTITUCK, NY 11952 Phone#:631 -298-1986 Email:CONDON77173@OPTONLINE.NET CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAIteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 21,000.00 Will the lot be re-graded? ❑Yes iRNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property: R ES I D ENTIAL Intended use of property: R ES I D ENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes R No IF YES, PROVIDE A COPY. 8 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 IS 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 authorized inspectors on premises and in building(s)for necessary Inspections.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(prin In e): b 4 ��� rh�� ❑Authorized Agent BOwner Signature of Applicant: Date: 8/9/2023 CONNIE D.BUNCH STATE OF NEW YORK Notary Public,State of New York No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2 d-� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (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 day of , 20 R-3 Notary Public PROPERTYI "" ION (Where the applicant is not the owner) I, 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 Generated by REScheck- til"eb Software Compliance Certolfcate Project Golder Residence Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: Alteration Orientation: Bldg. faces 270 deg. from North Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1305 New Suffolk Ave. Katie Golder Brett Kehl Mattituck, NY 11952 5130New Suffolk Ave. Kehl Design Assoc. LLC Mattituck, NY 11952 265 Jasmine Lane 516-455-8116 Southold, NY 11971 631-433-9084 ssbn654@optonline.net SNalb..on-gir add tradeoff's aaire no qoi nge (aanona'adered uin the UA oir Iperforrinam:e coimpHan ce path in R "ya Ih(x]<, IhWach sllab..oi n..gi aad anseirnnllbly iri the wlwm cified u:knuQab:,zone must.unneet:the irnn iniinnu ii n enna,ig)(n:nrde liir'usuo aut:6uuirn R vaUu.ue and depth Tequniliireirneints. Envelope e Assemblies Ceiling: Flat Ceiling or Scissor Truss 128 49.0 0.0 0.026 0.026 3 3 Ceiling 1: Cathedral Ceiling 219 45.0 0.0 0.023 0.026 5 6 Wall: Wood Frame, 16" o.c. 113 21.0 0.0 0.057 0.060 5 5 Orientation: Front Window: Wood Frame SHGC: 0.31 23 0.300 0.320 7 7 Orientation: Front Wall 1: Wood Frame, 16" o.c. 214 21.0 0.0 0.057 0.060 8 8 Orientation: Left side Door: Glass Door(over 50%glazing) SHGC: 0.26 41 0.300 0.320 12 13 Orientation: Left side Window 1: Wood Frame SHGC: 0.31 38 0.300 0.320 11 12 Orientation: Left side Wall 2: Wood Frame, 16" o.c. 113 21.0 0.0 0.057 0.060 6 7 Orientation: Back Floor: All-Wood Joist/Truss 225 30.0 0.0 0.033 0.047 7 11 Floor 1:All-Wood Joist/Truss 225 30.0 0.0 0.033 0.047 7 11 Project Title: Golder Residence Report date: 08/07/23 Data filename: Pagel of 2 rv,"4 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 requireme is listed in the REscheck Inspection Checklist. Name-Title Signature Date Project Title: Golder Residence mmmmITITITITIT ._ .. Report date: 08/07/23 Data filename: Page 2 of 2 STANLEY J. ISAKSEN, JR. LS FAX NO. : 631 734 5835 Aug. 15 2006 10:50AM P3 IIAiTiI:Cn�lr„R':I L�llS,�ir m xr.r N 87*19'40"F 6942' CONC ioixw'wv ”.-CC[rvnc W7,'1 �n �T 4.1w1 v 17r L FRAMt 6ARMI' s; M mI�N Clwr.sraoo y�+.w�, 'I WOOD FRAMF WK woof a E1q. 4 WaLRWAY S. RESIOLNCL R.r w�N00,1 10:aS" "A COVfRLtI f'ORCI� w" Tai. o WN.RSWRY pN t ro I -4 z c rn ' M >•oru rxr 69,92 Nr',W SUFFOLK AVENUE anceta N ;aa/RVCY OF DESCRfBED PROPERTY SITUATE MATTITUCK, TOWN OF SOUTHOLD " SUFFOLK COUNTY, N.Y. 511RVI_YED: 14 AUGUST 2006 SURVEYED FOR: JOSEPH GOLDER� GUARANTEED To: CATHERINE GOLDER SCALE I"= S0' JOSEPH C-01 DER CATHERINE GOLDER AREA = 16,185 5,F, SAFE HAN80H PILE Lt ANGENCY, LTD- OR NASSAU EDUCATORS Ft:DERAL CRLI)rf UNION 0.378 ACRE5 Aww«N1' 'w�mcwrrrar rLE�tr�ranct TM# 1oDO-114-11-026 Er ' SURVEYED 13Y THE nn mV..r.L�a,MAOMW LAOFMPe, STANLEY J- ISAKSEN, JR, ror,r�arrm�Arrrrrtpa,pywcYh+I�riaswpw P.Q- 80X 2 4 1Y'LaU7FW' 5A A6kS NMT7 ENWdRF+ ALC 3ca NEW SUFFO _ N.Y. 1 1956 sum a +e a, nre r s Lam Rcrrrn+a rawa 631-734— '5 baMra�rrNamc: ,�Lv�rt�Ix�Alawr: raer Aax:n+'a^ S'.r`a 7°�E".E'DC, xwa�"t»�wd. Ar rywp+rx ar.-avm 'I*w YpAMTnrar� j �� ND .�UkVEYO R..�. .VorMrMS=fNe4 Mff�FA VALAP"We N Lic. No, 49273 06R 1523 COOK s GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION CON General Notes: I R A C T 0 R N 0 T E S 1 GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF �Ljd_ Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: L�1 'All -arch #2 or better. 1. All studs to be SPF #2 or better, end all other structural wood to be Douglas Fir/ 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 ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES, LLC 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 a 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 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 PO.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. 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, Keh I Design A ss ociates,L I C o form erly D A K Ass ociates,LLC 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF 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 o: 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 CONSTRUCTIONideas, 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. 8. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 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 10. 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, 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. D ����IVE 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. n 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. SEP It -923 OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. DURZING DEPT. 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 TOWNOFSOUTHOLD 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 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 4 OHE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 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 R31F T LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY CONSTRUCTION 25 lbs/sqft 130 (mph) C SEVERE 3'-O" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A 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 EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PROFESSIONAL PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF pis INCH (11 mm) 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 r 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 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 I ITH 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. TYPE GROUP FIRE ESCAPES 40 FASTENER SPNCING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS d 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL 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, 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 PROJECT: PASSENGER VEHICLE GARAGES 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 50INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. 0 R% 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 THE HIGHEST ROOF SURFACE UNLIMITED AREA SLEEPING ROOMS 30 Y4. INCH DIAMETER LAGSCREW- E E =25'-5?" AS PER CHAPTER 5 OF THE 3 STORY BASED ANCHOR WITH 2 16 16 16 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 2 AS PER TABLE 506.2 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 2020 BUILDING CODE OF NEW YORK STAIRS 40c INCH EMBEDMENT LENGTH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. STATE. KITCHEN 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) RENOVATION FOR SI: a. This table is based on 180 mph ultimate design wind speeds Vult anc a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE 29'-10" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD 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) 1305 NEW SUFFOLK AVE. LUMBER SPECIES AND GRADE 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 MATTITUCK NY 1952 BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 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, 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 SCTM# 1000 -114 - 11-26 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 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. 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 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 NA 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" 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: EX. FIRST FLOOR RENOVATION 517 SOFT 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 9UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY CCMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE . NEW FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHT GLAZED GLAZED CEILING WOOD MASS FLOOR BASEMENT C SLAB 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 LI-FACTORb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACEC 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 SHGC b,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 PROFFIESSIONAL ASSUMES NO LIABILITY FOR OMPISIONS DUE TO UNKNOWN OR NEW BALCONY NA THE PLANE OF THE TRUSS 4 EXCEPTUNFORESEEN 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 20 OR 13+5h 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(c) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: For SI: =1 1 foot = 3 1 04.8 man I I I I I CODE OF NEW YORK SEAL: DATE: ATTIC (HOUSE)(b) - NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less AUG 03, 2023 NEW 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)(c) NA NOT LESS THAN 30 INCHES R-value specified in the table. @ COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. 1150-2023 BONUS ROOM NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN b. The fenestration U-factor column excludes skylights, The SHGC column applies to oil glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of :he home or R-13 cavity insulation at the UNDER FEDERAL COPYRIGHT LAW. -SOF - DRAWN BY: - interior of the basement wall. -\V�v - BDK SUNROOM NA 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD PLANS MAY NOT BE REPRODUCED WITHOUT C 1\1 CHECKED BY: DECK NA MEMBER DEPTH. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION. \­­- 0 interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the 4i BALCONY NA 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 .1 L NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE J" ROOF TOP DECK insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC. SHEET NUMBEk: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS COVERED FRONT PORCH 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 COVERED ENTRANCE NA hGLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A. R-value for slabs, as indicated in the table. The slab edge insulation for heoted slobs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN 05 POOL HOUSE/ CABANA NA SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE extend below the slab PROOF OF PURCHASE. G 1 ACCESSORY STRUCTURE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved ;P1 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. 9. Alternatively, insulation sufficient to fill the framing cavity and providing not ess 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, 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-volue applies when more than half the construction. 0 KEHL-DESIGN-ASSOCIATES, LLC insulation is on the interior of the mass wall. — T E CONNECTORS SPECIFIED FOR CONSTRUCTION SIMPSON STRONG USE A MINIMUM OF / y'. TWO 8d NAILS THIS MTS 2 0 L_ T S 2 0 #%r% ° DOUG-FIR LARCH 0. IN UPLIFT SIDE OF TRUSS. PROVIDE (1) HGAtOKT ON SIDE OF CEILING JOIST >:17_ El0 FASTENERS �� • ® o ALLOWABLE LOADS 2 LOAD MODEL GA UPLIFT UPLIFT LATERAL CODE AND ON SIDE OF RAFTER c WITH TOTAL FOUR > o �NO. TO AVG (133/160) 8dx14REF. INTO TRUSS o `'i' i �_ fie TO TO NAILS ', _ - -- /f. RAFTERS/ PLATES STUDS ULT. (133) (160) F FZ (133& STU �'- ° - TRUSS SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION m= TAKE-UP WASHER �j H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATESLLC PROPER INSTALLATION PROCEDURES t residential & commercial design 0 consulting H6 16 8-8d8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° o ARTJ-x12 e P0.Boz 1675 phone: �631J 433 9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL o PD.BOH New York 11971 E-Mail:phone: -9084 MODEL GA AVG 2 CODE INTO ° ' N0. MAX. CLEAR ULT. LFTA LFTA REF. PLATES off° °• ° °° o WIDTHSPAN L QTY DIA 1 2" 2 „ 3" 3}„ 1 2• 2�" 3" 3J„ o° ° EIGHT-' IN NAIL • S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC N 1205 1400 5, 44, 85 LFTA 16 24" 17" �38J,,16-10d — 4200 STUD OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / S0. PINE These drawings and specifications including the ALLOWABLE UPLIFT LOADS FASTENERS AVG MODEL L AVG 10d 10d x 1}" CODE °o NO. ULT. REF. LFTA ° ideas, design and arrangements represented 10d 10d x 1}" (133 / 160) (133) (160) L_ S T A 2 1 ° therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be X ° °° Simpson Strong-Tie copied, disclosed to others or used in connection MT516 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 HGA10 with any work or project other than for which �� they have been prepared without written consent. ART�'x12 0 �� MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 DETAIL K 0 LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 GNU— DETAIL "E" 5„ COUPLER NUT 8 — DOUG-FIR-LARCH Equal number of ° �STU SIMPSON SO. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF. SpeClfled nails In ° TAKE-UP WASHER MODEL CONNEC- OF LOAD FLOOR ROOF 133 N0. TION (100) (125) 160 / each e n d Simpson Strong-Tie G 515 645 670 I ' C S 16 ARTg"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 HOLDOWN ARTJ•x12 DEFLECTION DEFLECTION ODE MODEL STUD AVG LENGTH OF BOLT 2.3 AT HIGHEST R 000° MACHINE ULT IN VERTICAL WOOD MEMBER AT HIGHEST ALLOWABLE N0. BASE BODY HB4 SB W H B So CL ANCHOR BOLTS ALLOWABLE LOAD DESIGN GA GA DIA DESIGN WHEN RAISED OFF 000 QTY DIA 1�" 1 2" 2�" 3' 1 3j" 54" LOAD 0 THE SILL PLATE 0 0 HD2A 16 12 4;J" 2J" 21" 8" 2 �" 1 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 L STUD PLATE ULT. DF / SP CODE W (13 3)2 (160) REF. SP4 3 7J" -10d x 1 2917 735 885 7, 40, 127 m MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o WORK NOTES: NO. W l NAILS F100 LOOR (133) (160) °o LSTA21 20 1 21 16-10d 905 1205 1 1295 7, 40, 90 00 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA W L NAILS FLOOR (133) (160) REF. Simpson Strong-Tie STU 8 - MSTA24 18 11" 24 -1 d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON NOT FOR MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. ENDSPACING REF. HD2A TAKE-UP WASHER (LENGTH L GA CUT LENGTH (TOTAL) (1 00) (133 / 1 6 0)2 OC. CONSTRUCTION OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Hopson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE U V E UNLESS DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON - ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" CNW- CERTIFIED BY A 10d 16d ULT. (133) (160) 1od 16d 1od 16d 1od 1sd REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3�" 4J" 2 J4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" COUPLER NUT [� HUS210-2 14 3� 9J" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 PROFESSIONAL DOUG-FIR LARCH SO. PINE ALLOWABLE LOADS ART 'x12 STU 51, — FASTENERS UPLIFT UPLIFT LATERAL CODE No. GA ULT. SIMPSON EER MODEL AVG (133/160) REF. TO RAFTERS TO PLATES TO STUDS (133) (160) F FZ 160 TAKE-UP WASHER HGA10KT 14 4-SDS}"x1 J" 4-SDSJ%3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 PROJECT: TWO 8d NAILS THIS SIDE OF TRUSS. CNW- TOTAL FOUR /• m • /COUPLER NUT S P 4 8d NAILS SE A MINIMUM OF !/ LIM SDO OdNAILS F TRUSS THIS MTS16 ° STS - s" INTO TRUSS MTS16 SIMPSON LSTA21 SIMPSON $ ANCHOR BOLTS TOTAL FOUR /. 0 TAKE-UP WASHER 8d NAILS HD2A LSTA21 Strong-Tie INTO TRUSS HUS210-2 `�. EM ° o q N! C E KITCHEN ® RENOVATION TWO o ° Fl 8 AIL TO o I PLATES EIGHT 8d° Sd NAIL AIL °° 1305 NEW SUFFOLK AVE. INTO INTO ° DETAIL "A" i STUD Simpson Strong-Tie PLATES °®° I'' H7 EIGHTCD MATTITUCK, NY 1952 8d NAILS--_L-A/-' ® INTO DETAIL "D" DETAIL "G" DETAIL 'p STUD Simpson Strong-Tie H7 Simpson Strong-Tie „ „ SCTM# 1000 -114 - 11-26 LFTA °' ROD SYSTEM LFTA DETAIL L LFTA DRAWING TITLE: °°°° 00 ° Ridge Strapping NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS °°°°° L S T A 3 0 -- - -- ---- - - -- ------ ° I ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 000 ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0” DEEP POOL x 4' DIA ==12.58 cu.ft, per vertical ft. CHARTS & CALCULATIONS °°°° 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 3" (THROUGH ROOF / STRONG-TIE DETAILS 2nd FLOOR 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF AREA = 385 sgfft / ROOF DRAINAGE 3.. CALCULATIONS AND LTP4 k PLUMBING RISER DIAGRAM I A = 385 sq/ft LTP4 2• (THROUGH ROOF 3 st FLOOR nd FLOOR R = 2" RAINFALL = .17 ft LTP4 C = COEFF. = 1.0 NOTES: 2" 2•, V = 385 x 1 X .166667 = 64 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL "C" POWDER KITCHEN 2., LAUNDRY ROOM DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie 2" ROOM s 2 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL LTP4 DETAIL "$" Floor-t o-E l o o r Connections [—] 64 / 42.25 VERTICAL FT. / FT = 1.5 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Ridge Strapping st 2., DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR I st FLOOR USE (1) 8' DIA. POOL 2 -O' DEEP = 2 U.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LTP4 Detail FLOOR 2 Simpson Strong-Tie OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Moor Connections 3 64 / 22.3 VERTICAL FT. / FT = 2.9 SEAL: DATE: 3 USE (1) 6' DIA. POOL 3' DEEP = 3 V.F. 4" F.A. VENT 6" AUG 03, 2023 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY O O 4� oQo�E GRADE PROJECT NO: C.0.1 EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SCWA 3 3 4 4 4" CI SOEWERAGEASYSTOEMD POOLS TO BE PLACED ON OPPOSITE SIDE OF �O�NEP/ , DRAWN( BYO-2023 HOUSE NO SUBSTITUTIONS PLUMBING RISER DIAGRAM (NTS) TRAP HOUSE AND/OR LEADERS TO BE PIPED TO ��� , 3• coyy��. BDK At( framing hardware shown on these plans, C POOLS (1/2 OF THE ROOF TO DRAIN TO EACH * CHECKED BY: unless otherwise indicated, is Si-lpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE No substitutions are approved Dr authorized, POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC r u R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). _ w �HEEi NUMBER: Due to the relationships of rGming hardware to LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A the other components of the structure, any framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTINGELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES 4 aV �� hardware substitutions will rencer these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS of THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA null and void, and will result in the installer/contractor WHERE TRAFFIC IS TO BE PRESENT. assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS performance of the entire system, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. © KEIIL•DESIGN•ASSOCIATES, LLC 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) i.. 7 7,7 771 13'-315 » 15-213 " 13+_3'16'+ 13'-311x" 15'-21/ -p% TW2 210 —1'%s 2CD I Ex. Door (2)1 3/4"x 5 1/2" Ex. Door rf b LV Hdr. „ LLC residential & commercial design ® consulting o� a P 7� FAfJ ' Cn O , u�Ol I Along e xis ing x oc. 36"Ref. -\� ' 1 p c�1 --1`-`=v T-S] upper cabinet c�T I EXISTING Floor Joists - pp Ex. r as 2068 x r P0,Box 1675 phone: �631�433-9084 Simp n Han rs (2)1 3 4"x 5 112' Southold,New York 11971 E-Mail: ssbn654@optonline.net KITCHEN o `� 13 p1,s" - G L L Hdr. z 13 p » o I o _ � o 0 16 i� M \o o B B o = I �f MUD I B Kehl Design Associates,LLC o formerly D A K Associates,LLC � lUl J � i� t �- o o Pr ide Air low fr I " ROOM EXISTING Bas ent to rawl S ace CD OWNERSHIP & USE OF DOCUMENTS: u M Lh o These drawings and specifications including the M U DROOM Ex. Stairs r, O KITCHEN ler over sher & Dryer pantry Ex. Stairs ideas, design and arrangements represented Along e xis ing z o o� Sim n Han .rs x o f u its are Fr t Load Units therein, ore the property of D.A.K. ASSOCIATES, AND BREAKFAST UP Ex. stairs p UP Ex. Stairs Floor Joists o I 0 t Shelves or Cabinets LLC. No part thereof shall be copied, disclosed Chimne I Chimne to others or used in connection with an work ROOM ' y Provide 2" Conc. Slab Ezistin Girder zistirq irder A ave Washer and Dryer y or project other than for which they have been r I prepared without written consent. 3 O Simp n Han :rs C0 co f` CO t` cV iC7 i.f7 ong e xisU z oc. (2)1 3/4"x 5 1/2" N Floor Joists P vide Ai Flow F m LVVL Hdr. N Existing Wall Removed _ Bas ent t Crawl ace _ _ _ _ Exists Wall Removed S 2858 _ Simp n Han rs Existing Masonry \ ; EXISTING Remain DINING o Remain 12'-111 16 DINING A _ - '%6 ROOM y�A co A `� EXISTING ROOM a _ I SUNROOM I all ode at H ght 1 » e m per age 1 � 4� Pr ide Air low Fr n I of e In allot In ucti s 4� C Bas rent to rowl S.sce ion- mb abl ro ' g t of 2) 3/ x 1 b of M of S ds ( 3, }"x 2" wii H VL Ir �)1 �/ 'x 1/ LV H ' . ii ii IT 11 11 il 11 11 f LVL Hdr. Ex. Window Ex. Window Ex. Window Ex. Window co TW2446 TW2446 g 4» �,-6�» 15 New Pe-Fab 13-3 /6 I Fireplace WORK NOTES: _93 » 44 --+ 2'-1�'� 7'-101/ 14'-6'/s 13'-311" Provide 3" Zip 2'-1V" 7-1016 14'-6'%s" 6 ,r2_p� Column Post 25'-3%" Beneath Girder 25'-3 a Buried ds To in Floor) NEW FLOOR PLA N EXISTING FLOOR PLAN FOUNDATION PLAN � Location of previous Sunroom. This room was enclosed with Jalousie windows All New Footings to be Location of previous Sunroom. This room was enclosed with Jalousie windows and door, with a door accessing the mudroom area. Reber xEqually Spaced and door, with a door accessing the kitchen area. Each Way , T I 1 a 4 PROJECT: W111 11 1 111 Prawde 4" Vent (Each Side) Provide 4" Vent (Each Side) R GOU)' Existing Rail Shingles Existing Root Shingles Existing 15� Felt Existing 15# Fell Pf " E HIM I Existing Roo! Decking \ 14"x 118" LVL Beam Ex'sting Roof Decking (1)14"x 11g" LVL Beam ) IY1 ',7!!g Insuleflon Baffle St-Ali D (2)14"x 9z" LVL Beam Insulation Baffle (2)14"x 9 ' LVL Beam a R-45 I salot,on �6" Strong Hold Screws R-45 Insulation 6" Strong Hold Screws KITCHEN Exsimg Faria R-49 Insulation " Strong Hold Screws Existing Fascia R-49 Insulation 5° Strong Hold Screws RENOVATION Vented Soffit 2" Furring -10 Vented Soffit 2" Furrin _10y^ p Sheetrock Match Existing Siding Match Existing Siding 8" Sheetrock New Blue Skin House Wrap New Blue Skin House Wrap ® ® :UE 1305 NEMC' SUFFOLK AVE. New 2" Spray foam Insulation FAM I LY New 2" Spray foam Insulation MATTITUCK, NY 1952 With R-11 Fiberglass Ins = R-21 R O O M With R-11 Fiberglass Ins = R-21 K I T C H E N 13'-016" SCTM# 1000 -114 — 11-26 2^ GDX Min Sheath ng 13—016" z" COX Min. Sheathing EAST ELEVATION 2x4 Gluds 16"oc 2x4 Studs 16"oc. Finished Floor Finished Floor ,DRAWING TITLE: 2x4 Shoe 4" COX Subfloor 2x4 Shoe 4" CDX Subfloor Existing Masonry Ex, Floor Joists Steps to PLAN S Remain 2x8 Floor Joists to be Sistered R-30 Insulation AlongSide Existing2x6 @ 16"oc. Girder Vapor Perrier AS NOTED Existing Floor Joists our Joists Exisiinq Cana Foundation 4" Closed Cell Spray Foam IR-7.5 per inch) Existing Conc, Foundation WEST ELEVATION- 2x6 Floor Joists @16"oc Ex. 4" PC. Slab Provide 2" Conc, Slab SET: ISSUED FOR: DATE: w/ Vapor BarrierP,1 14, 411 LI 11 111 11 111 1 1 111 111 1111 11 1111 1111 11 1 mi I if 11 111 11 1 LLL1 if 11 1111 11 111 1 11 111 1 11 111 11 1 11 11 if 11 1 I I I I I I I I T I I I I I I I I-I I I I I I 111 if 11 11 1 11 11 1 1 1 1 WI I CROSS SECTION A CROSS SECTION_____B1 11 It 11 11 IT 11 111 111 MI 11 1111 11 1 1 11 11 1 11 1 11 11 HIT 11 111 P11111111 11 111111111111 1 111 111 111111 111111 1 SEAL: DATE: AUG 03, 2023 PROJECT NO: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE PROVIDE HURRICANE STRAPPIIlG ^ .. 1150-2023 I i P���i rv�' ;��. DRAWN BY: IN ACCORDANCE WITH THE © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE ® ®i �`\ N r gyp\ R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, 2020 RESIDENTIAL CODE OF ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES NEW YORK STATE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPP,ODUCED WITHOUT ��. �' �� CHECKED BY: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 2 IN ACCORDANCE WITH THE PROVISIONS OF THIS BODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE _ TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUC URE FROM THESE ALL EXT. HEADERS ARE TO BE -� 'SHEET NUMBER: PRESCRIBED BY THIS CODE ARE DEEMED TO CONIPLY WITH THE REQUIREMENTS OF THIS SECTION. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. (2)13/"X 9%" LVL UNLESS R301.1.1 ALTERNATE PROVISIONS OTHERWISE NOTED 6- 4 aV� AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND Al THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NOTE: PROVIDE FIRE BREAKS 01 NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization AS PER of local governing agencies, such as Suffolk County Dept. of Health services, Town Building 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) THE 2020 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DOB NUMBER: OF 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD RESIDENTIAL CODE OF agencies prior to construction. FOR ONE—AND TWO FAMILY DWELLINGS (AISI-5230) NEW YORK STATE g 3) ICC STANDARDS ON THE DESIGN AND CONSTFUCTION OF LOG STRUCTURES (ICC400) NORTH ELEVATION