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HomeMy WebLinkAbout52168-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#: 52168 Date: 08/08/202S Permission is hereby granted to: Theodore Brigham III PO BOX 24 Mattituck, NY 11952 To: Construct additions and alterations to an existing single-family dwelling as applied for. Premises Located at: 1615 Pike St, Mattituck, NY 11952 SCTM# 140.-2-45.1 Pursuant to application dated 07/10/2025 and approved by the Building Inspector,. To expire on 08/08/2027. Contractors: Required Inspections: Fees• Single Family Dwelling- Addition &Alteration $713.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $813.00 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 kt�s:�/ w.soalo(dra11 �aa�r Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 501%.] tO�3 Building Inspector: � Applications and forms must be filled out in their entirety.Incomplete Oep,ar"ent Building old applications will not be accepted. Where the Applicant is not the owner,an Town of Guth Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: 4 aulaz".J�. SCTM#1000- 1 p- O - LI S, ( Project Address: Phone#: to 3 i- Z010 -`a'l 3 I Email: L b t-, 1 Mailing Address: 1(oLS P t V-� gip" t` )A (TV - �- CONTACT PERSON: Name: Mailing Address: 1 w IrkL-6 d 7 Phone#: (8 ( ,- � - C) �{ Email: i� fo kit NET DESIGN PROFESSIONAL INFORMATION: Name: KIE NfSkqP,4 L_ , Mailing Address: Phone#: (o 3 L133- W E 4 Email: C' Viz CONTRACTOR INFORMATION: Name: .. , 1 * Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ,f ,gddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 10611, Will the lot be re-graded? ❑Yes NNo Will excess fill be removed from premises? ❑Yes XI No 1 PROPERTY INFORMATION Existing use of property: Sl Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-4 o this property? EJYes 9No IF YES, PROVIDE A COPY. C9 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 210AS of the New York State Penal Law. Application Submitted By(print name): F>RRIT N, KEN L ZAuthorized Agent [I Owner Signature of Applicant: Date: ���/ZS STATE OF NEW YORK) SS: COUNTY OF -&t—,F-FaL-ke-- rs', K H being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (4 WT - (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 A day of --------------1.1 20.1 airy Public TRACT'L. DWYEN PROPERTY OWNER AUTHORIZATION NMRYPUBLIC�$TATEOPMEWYORK No,01 DW63(*gm (Where the applicant is not the owner) 0qAkLJF1ED 114 SuFFOLK CWN-Ty COMASSION EXPIPW-S JUNE 30,2j24, residing at AVP—SiJ -C4 VA)SM 1-41 11 C[-'5-'2— ........... do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. <�4 Owner' nature Date UW n Print Owner's Nam 2 Telephone(631)765-1802 Town Hall Annex 54375 Main Road �� " Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 r` X. ; BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date. . . .. ....w.__............................................... Owner: t���. _. �........ ....... _...... . .�...... . Location of Property: A Please take notice that the (check applicable line): New commercial or residential structure w_ zWM Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) .....e., Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: w _..... .... ..., .... , .._ gform): ,,,,,,,,, ..., .. Assoc. Name (person submitting this � ""�,. . ._� ,ant � �.�t�!-..... Q.��.... Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 SURVEY OF PROPERTY SITUATE MATTITUCK TOWW�pfi2RAUS�5 N OF O jos�gx O 3 SUFFOLK COUNTY, NEW YORK LOT S.C. TAX No. 1000-140-02-45.1 4 22+ppp„ ,� / oONUt SCALE 1"=30' LOTO ` N 5pA Ln RUSSE! N AN 9 MAY 28, 2022 a: LOTO 1 p pp, AREA = 25,000 sq. ft. p. 0.574 DO. s Z P.O, pp„ v- o�5 Lr• T� N ?A 22 N NOTES: \� LOT j1 c7; 1. LOT NUMBERS SHOWN THUS: Lor© REFER TO o \ 1= s LA "SUBDIVISION MAP OF PROPERTY OWNED OT 12 oo BY ABBIE G. CONKLIN" �z L to N GT O \ ` > ' � 13 tip-A vi Towo YOKE 1`'' L GA3E w Wil- SEE v, }/� m a o 2e � y WN.LS r&'rSEPS $s , � a_ DataPREPARED IN ACCORDANCE WITH,"• 0 , 2 E Np05E BY OR TITLE TKE SURVEYS AS j FOR SUCH USE Of THE 5 TRLE ASSOCtATXML g , COOP o. °°° ';16 'A ` tT 1` TAFT TIE o i __ 011 'Its ` i< TE WOOD o (}p ,.;�,-.,.;.•�=' -,��p Lia. Na. 54467 Q TO THIS SURVEY ALTERATION OR ADOmON Nathan Taft Corwin III �L.S�:`.' . q.Y.: SE THIN SURVEY IS A VIOLATION OF i+L•' •`'• SECTION 72LA OF TFff NEW YOfRC STATE .�p COG LAW. Land Surveyor .. ,� ;'.tom'•' � • COPIES OF THIS SURVEY MAP NOT BEARING L4'G THE LAND SURVEYORS INKED SEAL OR *sf 5 : a '�'• BA ED SELL SWll1.NOT BE �� Successor 70: Stanl J. Isaksen, Jr. LS. TO BE A VALID TRUE COPE. ey Joseph A. Ingagno LS. CERTIFICATIONS INDICATED HEREON SWILL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys-Subdivisions - Site Plans - Construction Loyout IS PREPARED,AND ON HIS BOIALF TO THE TITLE COMPW GOVERNMENTAL AGENCY AND PHONE (631)727-2090 Fax (631)727-1727 LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTI- OFFICES LOCATED AT AWLING ADDRESS TUITION.CERTIFICAT06 ARE NOT TRANSFERABLE 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York i i W AND/OR EASEMENTS OF RECORD, IF ANY.NOT SHOWN ARE NOT GUARANTEED. E-Mail: NCo win30ool.com I a 1 Cv8 - Assn ssoK-s GENERAL NOTES: i;i�. � .:",>,;,: � ;%:";/•.",,: „..;e,, "- cam;-•, i,.,�kr' "%.;,:°. SAFETY NOTES: RESIDENTIAL RENOVATION CONSTRUCTION General Notes: /0""' C 0 N T /l \ ✓G%, 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF - � _ [ Wood:All studs to be SPF 2 or better, and all other structural wood to be Douglas Fir Larch or better. NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Lid GENERAL NOTES: # g / #� �� 2, FIRE SAFETY: - 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL 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 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 a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1675 hone: 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. p 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. KehloesignAssociates,LLcotormerlyDA <Associates.LLc 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face Flys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR GAS TO BE USED DURING CONSTRUCTION. therein, are the property of KEHL DESIGN 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. P P Y 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 © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 8. a. Laminated Veneer Lumber (LVL): ACCUMULATION. PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN E = 1,900,000 PSI COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT g THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 285 PSI 4. NOISE AFTER HOURS: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB, A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 10. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. Acceptance of these drawings does not authorize the right to 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 build without the authorization of local governing ogencies, such 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. as Suffolk County Dept. of Health Services, Town Building 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 Departments, DEC, FEMA, etc. Verify all conditions, codes, RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES and requirements with such agencies prior to construction. 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 WORK NOTES: 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 R301 DESIGN CRITERIA AS PER THE 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 2020 RESIDENTIAL CODES OF 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 NEW YORK STATE 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 R301.1 APPLICATION BUILDINGS AND STRUCTURES, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, AND PARTS THEREOF SHALL BE CONSTRUCTED TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCLUDING DEAD GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE RESIDENTIAL CODE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS Show DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION CTION OF OPENINGS.LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. WITH THE PROVISIONS OF THIS CODE SHALL RESULT 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 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE PATH THAT MEETS THE REQUIREMENTS FOR THE 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 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN 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 THROUGH THE LOAD-RESISTING ELEMENTS TO THE (IN POUNDS PER SQUARE FOOT) DESIGN CRITERIA FOUNDATION, BUILDINGS AND STRUCTURES OCCUPANCY OR USE LIVE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF �11e INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) DEEMED TO COMPLY WITH THE REQUIREMENTS OF 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 THIS SECTION. USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS, METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE R301.1.1 ALTERNATE PROVISIONS b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT AS AN ALTERNATIVE TO THE REQUIREMENTS IN USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITED STORAGE " 20 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 SECTION R301.1 THE FOLLOWING STANDARDS ARE 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. PERMITTED SUBJECT TO THE LIMITATIONS OF THE RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED Veit IS 180 MPH (290kps) OR LESS. THIS CODE AND THE LIMITATIONS HEREIN. WHERE NAILING NOTES: ENGINEERED DESIGN IS USED IN CONJUNCTION WITH TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD THESE STANDARDS, THE DESIGN SHALL COMPLY 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. WITH THE BUILDING CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) 1) AWC WOOD FRAMED CONSTRUCTION MANUAL d h NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, (WFCM V B GUARDS AND HANDRAILS 200 FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 2) AISI STANDARD FOR COLD-FORMED STEEL S 4 FEET SPAN _< 6 FEET SPAN _< 8 FEET FRAMING - PRESCRIPTIVE METHOD FOR ONE- HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTSf 50h PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES AND TWO FAMILY. DWELL[NGS (AISI-S230) N0. 8 WOOD SCREW- 3 PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 8 OF NEW YORK STATE. ) ICC STANDARDS ON THE DESIGN AND HEIGHT FIRE AREA 50a INCH EMBEDMENT LENGTH CONSTRUCTION OF' LOG STRUCTURES (ICC400) ROOMS OTHER THAN SLEEPING ROOMS 4o NO. 10 WOOD SCREW- PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY REV: HEIGHT, BUILDING. BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED „ PLANE TO THE AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE UNLIMITED AREA SLEEPING ROOMS 30 Ya INCH DIAMETER LAGSCREW- ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND = 13'-10 " AS PER CHAPTER S OF TH 3 STORYANCHR AS PER TABLE 506.2 c INCH EEDMBEDMEONT VLENGTH 16 16 16 ASHRAE 90.1-2016 2020 BUILDING CODE OF NEW YORK STAIRS 40 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 NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS FOR SI: a. This table is based on 180 mph ultimate design wind speeds Vult mean roof and a 45-foot f height. TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, CODE OF NEW YORK PROJECT: TOTAL HEIGHT FROM RIDGE TO GRADE 17'-04" b BRIG HAM a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD . 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. c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into RESIDENCE LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT 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 1615 PIKE STREET 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 (� ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. MATTITUCK, NEW YORK 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 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 WHICHEVER PRODUCES THE GREATEST STRESSES. SCTM# 1000-140-02-45. 1 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. DRAWING TITLE: 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 EXISTING CRAWL SPACE 159 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" GENERAL NOTES FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 NEW BASEMENT 448 sq.ft. 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED EX. BASEMENT 1184 sq.ft. TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 0 NEW FIRST FLOOR 448 sq.ft. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT NOTES: g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR 1343 sq.ft. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTa SLAB d CRAWL EX. SECOND FLOOR 681 sq.ft. MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL , R-VALUE WALL R-VALUE SPACEc DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS 'MLL BE NEW SECOND FLOOR 0 sq.ft. ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGC b,e R-VALUE R-VALUE R-VALUE &DEPTH RNALUE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL THE PLANE OF THE TRUSS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW BALCONY NA 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2ft 10/13 LOT DATA AND CRITERIA HOUSE DATA AND CRITERIA DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE UIIFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, For SI: = 1 foot = 304.8 mm 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 Lot Size - 25>000 sgft Lot Size = 25,000 sgft SEAL: DATE: EX. 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 FUTURE GARAGE NA NOT LESS THAN 30 INCHES R-value specified in the table. _ _ APRIL 23, 202E BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. House Lot Coverage - 1769 Sll Max Habitable House Size - 3850.0 S Ft 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN g PROJECT N0: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the Garage Lot Coverage - 785 SgFt First Floor 1791 SgFt �E Q, interior of the basement wall. of N 1190-2� SUNROOM NA �P f DRAWN BY: 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD "15 19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavityinsulation at the ��� C��1r �� NEW DECK NA MEMBER DEPTH. / Deck Lot Coverage - 551 Sll Second Floor 681 SgFt O �, BDK 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 basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous _ " CHECKED BY THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE pNew House Habitable Area - 2472 S Ft COVERED ENTRANCE NA DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS insulation on the interior or exterior of the home or R-13 cavity insulation of the interior of the basement wall. Total Lot Coverage - 3105 SgFt q _ 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 _ r1 �u SHEET NI ACCESSORY STRUCTURE NA R-value for slabs, a _s indicated in the table. The slab edge insulation for heated slabs shall not be required to Max Lot Coverage - 20% - 5000 SgFt c . `� �$ 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 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved Front yard setback - 40 ' IN-FILL. COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved ss1o��a� _ ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. Side yard setback - 15' (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+F" means R-13 cavity insulation Both side yards setbacks - 35, plus R-5 continuous insulation. i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the Rear yard setback - 35' insulation is on the interior of the mass wall. ©KEI IL-DESIGN-ASSOCIATES 1 I SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION % ' �' ? ''��'/ �/ ,� USE A MINIMUM OF M T S 2� L T S 2 0 �i j �/r; j% ii%%:"t�%ii;.-,:'�,....;i,.._ .>lir"%.a_ ,r., // : /,'.,�s' TWO 8d NAILS THIS DOUG-FIR LARCh SO. PINE UPLIFT SIDE OF TRUSS, PROVIDE 1 HGA10KT ON ALLOWABLE LOADS 2 LOAD o SIDE OF CEILING JOIST FASTENERS �• LATERAL WITH TOTAL FOUR o AND ON SIDE OF RAFTER _ MODEL GA UPLIFT UPLIFT 133 160 8dx1"' CODE 8d NAILS NO. TO AVG ( / ) REF, INTO TRUSS RAFTERS/ TO TO ULT. F F (133& ° J _ • _ 1 - TRUSS PLATES STUDS (133) (160) 2 _ SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION r TAKE-UP P WASHER 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 o consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° e DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ARTJ'x12 e • P0.Box 1675 phone: (631I 433 9084 (TOTAL) AVG LENGTH OF 80_TIN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o MODEL GA ULT. LFTA2 LFTA REF. INTO ° •o• •• e Southold,New York 11971 E Mail: ssbn6540optonline.net NO. MAX. CLEAR WIDTHSPAN L QTY DIA , 2" 2�" 3„ 3�" 14" 2" 2�" 3" PLATES 3J° °m° EIGHT 8d NAIL S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC 1205 1400 5, 44, 85 INTO LFTA 16 24" 17' 38g1" 16-10d -- 4200 STUD 0. OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE o° FASTENER ALLOWABLE ALLOWABLE UPLIFT LOADS ° These drawings and specifications Including the MODEL L AVG 10d 10d x 14" CODE NO. ULT. REF. LFTA o g 10d 10d x 1 " (133 / 160) (133) (160) E_ S T A 2 1 o ideas, design and p rorrpnert Y of f represented K ° therein, are the KEHL DESIGN ASSOCIATES, LLC. No part thereof sholl be ° Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 112" 3116 1000 840 1000 31 41, 128 °° °° HGA10 with any work or project other than for which Mrs20 q eo �� 11 they have been prepared without written consent. 20 14-1od 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ° DETAIL K ART�-x12 0 ° 0 0 LST20 20 12-,Od 12-10d x 1}" 2383 77s 7zo 720 3• a, crlw- ° STU g"— © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR COUPLER NUT DETAIL "E" Equal, number of— °° �SIMPSON PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL DOUG-FIR-LARCH/ q TYPE OF DIRECTION SO. PINE CODE specified nails in °° TAKE—UP WASHER COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT MODEL CONNEC- OF LOAD ALL LOADS REF. each C h end _ WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE NO, TION FLOOR ROOF (133/ Simpson Strong—Tie Tie (100) (125) 160 I•' p g 5 SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT G s15 s4s s7o C S 16 ART 8"x 12 TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. H Si5 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOEDOWN ARTJ"x12 STUD DEFLECTION DEFLECTION CODE MACHINE LENGTH OF BOLT 2.3 AT HIGHEST REF. MODEL AVG AT HIGHEST o° NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE Acceptance of these drawings does not authorize the right to BASE BODY 4 s e BOLTS ALLOWABLE LOAD DESIGN p° P 9 g GA GA HB SO W H B SO CL DIA ' DESIGN WHEN RAISED OFF ° build without the authorization of loco) governingagencies, such QTY DIA 1� 2" 2� 3" 3 " 5 " LOAD TH I PLA ° o g as Suffolk County alih Services, Town Building HD2A 16 12 4{$" 24" 2J" 8" 2A" I 1" 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° ° Departments, DEC, FEMA, etc. Verify all conditions, codes, MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS ° and requirements with such agencies prior to construction. N0. W L STUD PLATE ULT. OF / SP CODE WORK NOTES: (133) (160) SP4 3J" 71" 6-10d x 1 j" -- 2917 735 885 7, 40, 127 4 R301 DESIGN CRITERIA AS PER THE MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o 2020 RESIDENTIAL CODES OF NO. CA W L NAILS FLOOR (133) (160) REF. 00 ,0o NEW YORK STATE LSTA21 20 1 21 -11 d 905 1 1205 1 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° R301.1 APPLICATION BUILDINGS AND STRUCTURES, No. CA W L NAILS FLOOR (133) (1so) REF' Simpson Strong-Tie STU 8"— AND PARTS THEREOF SHALL BE CONSTRUCTED TO SIMPSON SAFELY SUPPORT ALL LOADS, INCLUDING DEAD MSTA24 18 1 " 24 18-1 Od 1025 1370 1640 7, 40, 90 t_US46 TOTAL ALLOWABLE TENSION LOADS NAIL CODE LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, TAKE—UP WASHER MNOEL L END FASTENERS SPACING REF. HD2A SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS (LENGTH L CA cur LENGTH (TOTAL) (100) (133 / 160)2 oc. PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1 1650 2t " 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 THE BUILDINGS AND STRUCTURES IN ACCORDANCE MODEL DIMENSIONS FASTENERS DN. DOUG-FIR LARCH S0. PINE ALLOWABLE LOADS NOTED. FAILURE TO COMPLY WITH ALL NOTES WITH HPROVISIONSOF HIS CODE SHALL RESULT ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION IN A SYSTEM THAT PROVIDES A COMPLETE LOAD N0. GA HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL T11 w H B 1od 16d Jolsrs ULT. (133) (160) ,od 16a 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. PATH THAT MEETS THE REQUIREMENTS FOR THE Lusas 18 3,$" 4J" 2 CNW— TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN 4-16d 4-16d 6076 114D 1160 1000 1150 1250 7, 40, 127 DETAIL "I" COUPLER NUT THROUGH THE LOAD-RESISTING ELEMENTS TO THE HUS210-2 14 3A" 9j" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 11, 36, 84, 1221 ART J'x12 FOUNDATION. BUILDINGS AND STRUCTURES DOUG-FIR LARCH S0. PINE ALLOWABLE LOADS STU 8"— CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE MODEL FASTENERS UPLIFT UPLIFT (133/160) REF.FT LATERAL CODE No. GA ELT. SIMPSONREQUIREMENTS A TAKE—UP WASHER THIS SECTION. TO RAFTERS TO PLATES TO STUDS (133) (160) 2 160 R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN HGA10KT 14 4-SDS}"x1}" 4-SDS}"x3" 1523 435 435 1165 940 SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE USE A MINIMUM OF MTS16 SP 4 THIS CODE AND THE LIMITATIONS HEREIN. WHERE Two 8d NAILS THIS MTS16 TWO DESIGN IS USED IN CONJUNCTION WITH SIDE OF TRUSS. HD2A CNW- THESE STANDARDS, THE DESIGN SHALL COMPLY TOTAL FOUR ® _ COUPLER NUT S P 4 // WITH THE BUILDING CODE OF NEW YORK STATE. SE A MINIMUM OF 8d NAILS TWO 8d NAILS THIS 5" INTO TRUSS SID SIMPSON E OF TRUSS. o° STU '- LSTA21 SIMPSON 8 ANCHOR BOLTS 1) AWC WOOD FRAMED CONSTRUCTION MANUAL TOTAL FOUR TAKE-UP WASHER (WFCM) 8d NAILS ° Strong—Tie INTO TRUSS LSTA21 HUS210—C 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE- AND TWO FAMILY DWELLINGS (AISI-S230) c 4 3) ICC STANDARDS ON THE DESIGN AND l a==s •,I ® CONSTRUCTION OF LOG STRUCTURES (ICC400) TWO ° FI I•, REV: 8 AIL o TO o ° PLATESEIGHT 8d NAILSL Bd NAIL o INTO IN ° DETAIL "A" STUD Simpson Strong-Tie PLATE;> °mo - 'o PROJECT: H7 EIGHT' IN TO NAIL DETAIL "D" DETAIL "Gil DETAIL "J" BRIG ri A IN STUD Simpson Strong-Tie H7 Simpson Strong-Tie DETAIL "L" LFTA LFTA BP ROD SYSTEM RESIDENCE LFTA NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS 1615 PIKE STREET ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE -_ - - - ------- ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 MATTITUCK, NEW YORK 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. SCTM# 1000-140-02-45. 1 l� 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. DRAWING TITLE: LTP4 NEW HOUSE ROOF AREA = 518 sq./ft SIMPSON WINDLOAD LTP4 MAIN HOUSE V = A X R X C CHARTS & CALCULATIONS LTP4 A = 518 sq/ft / STRONG-TIE DETAILS / ' I DETAIL "C" R = 2" RAINFALL = .17 ft PLUMBING DIAGRAM Simpson Strong-Tie 2nd FLOOR 3' THROUGH II 2n1 FLOOR C = COEFF. - 1.0 ROOF ROOF AND LTP4 DETAIL "B" Floor-to-Floor Connections V = 518 x 1 x .166667 = 86.33 C.F. ROOF RUN-OFF CALC. LTP4 2 3 ' 2•• NOTES: Simpson Strong-Tie 3.• 86.33 / 42.25 VERTICAL FT, / FT = 2 V.F. NOTE: ADDITION IS LESS THAN 1000 SUT. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Floor-to-Floor Connections USE (1)8 DIA. POOL 2-O DEEP = 2 V.F. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2 ' 2 2 ALL ROOF PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Ridge Strapping 3 GUEST 3" OR RUNOFF WILL BE CONTAINED ON SITE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2' BATHROOM 86.33 22.3 VERTICAL FT. FT = 3.74 U.F. DESIGN EEN FESSIONAL ASSUMES NO LIABILITY FOR OMMD UP DUE TO UNKNOWN OR EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. LSTA30 st FLOOR 3" THROUGH 3" THROUGH II / / UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ROO 3„ ROOF 2" 2" 2" 2nd FLOOR USE (1)6' DIA. POOL 4 DEEP = 4 U.F. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. N❑ SUBSTITUTIE7NS .3" SEAL: DATE: 3" 3•' EXISTING EXISTING POOLS TO BE PLACED ON OPPOSITE SIDE OF APRIL 23, 2025 All framing hardware shown on these plans, 2" 2" KITCHEN 31 2,. LAUNDRY 2•• PROJECT N0: unless otherwise indicated, is Simpson Strong—Tie, NEW EXISTING 2" R00M HOUSE AND/OR LEADERS TO BE PIPED TO No substitutions are approved or authorized. 2" aATHRooM 3 2" sAniRooM --3'* n POOLS (1/2 OF THE ROOF TO DRAIN TO EACH 11go-2o2s Due to the relationshi of framing hardware to t 2 'v 2• �F �� DRAWN BY: p' g 1st FLOOR POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC �,a��' ���1' BDK FLOOR the other components of the structure, any framing 2 2 2 2 hardware substitutions will render these plans 3 3 2" SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). ot�x '�t� �'f CHECKED BY: null and void, and will result in the installer/contractor 2 3 l' assuming responsibility for the design and 3 3C. "' ALL COVERS TO BE TRAFFIC BEARING IF LOCATED SHEET NUMBER: performance of the entire system, C.O. ABOVE GRADE (x ���' 4'c.0. IN AREA WHERE TRAFFIC IS TO BE PRESENT. C.O. 4�"�C 170 SC WA APPROVED SEWERAGE SYSTEM HO Ridge Strapping °AP IF A MULTIPLE POOL SYSTEM IS USED AROUND A�UFESSIGNa� Detail PLUMBING RISER D 1 A G R A M (N T S) THE HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL BE DIVERTED TO EACH POOL. DOB NUMBER: or ©KEHL•DESIGN-ASSOCIATES, ur I i i i.. 01 52'-4" —52'-4" / / fr✓`i ice' ,ir; :., / �yi?,. „ �ate, .;,f 28'-0" -3 Z 16'-0" 28'-OY° % -' �Lt ` U1,- ; -- ffBEI�,I 3046 3046 3046 3046 KEHL DESIGN ASSOCIATES LLC Ll residential & commercial design o consulting B d B UI Ci �4'-8" 1'-0" 1 PO.Box A Southold 1675 New York 11971 E-Mail:phone:sbn654@optonl ne.nnef A + Jul 01 SUNROOM o Kehl EXISTING CRAWL SPACE hl Design Associates,LLC o formerly D A K Associates,LLC 0 - - - OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the UP �z co ideas, design and arrangements represented Lo NJ therein, are the property of KEHL DESIGN N 'r ASSOCIATES, LLC. No part thereof shall be 2834 2440 2440 2630 copied, disclosed to others or used in connection 2668 with any work or project other than for which 3068 13'-53/" DO - ELECTRIC 34 14'-6Y" 12'-94" they have been prepared without written consent. —L�j EL EX. BATHR00 � Q w o� 'Eiy '-4y" —S'-1 -n < HOT — — i © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR WATER , 3Jz" � PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL HTR -�� 7 T o COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT N 2068 N WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE EX,CL o EX. KITCHEN o EX. DINING ROOM EX. LAUNDRY ROOM SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT FURNACE oa a- o M M 2468 CD EX, HALL � m ^ -2" EXCBTO USIVELUILD OY NLY TOOTHE BUYERNE TUWTH WRITTEN PROOF OF PURCHASE. RE FROM S IS co EXISTING BASEMENT EXISTING BASEMENT N UP3'-4r �, D Acceptance of these drawings does not authorize the right to N -7' 2668 BIF. 3'-1�" build without the authorization of local governing agencies, such m w x1 I w as Suffolk County Dept. of Health Services, Town Building N '_Sy" Departments, DEC, FEMA, etc. Verify all conditions, codes, N 3Y,. " DN N and requirements with such agencies prior to construction. ' LWORK NOTES: UP EX. BEDROOM O R301 DESIGN CRITERIA AS PER THE EX. KITCHEN EX. LIVING ROOM EX. FOYER 2020 RESIDENTIAL CODES OF NEW YORK STATE i I j I - i o R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO PRINKL 5/" 3'-3" SAFELY SUPPORT ALL LOADS, INCLUDING DEAD ( 3 LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, TAN -114°y 19'-3 IL SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS 34 PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF SCWA 206 THE BUILDINGS AND STRUCTURES IN ACCORDANCE _ `V 3068 WITH THE PROVISIONS OF THIS CODE SHALL RESULT 2440 2440 2630 EX. CL IN A SYSTEM THAT PROVIDES A COMPLETE LOAD - i PATH THAT MEETS THE REQUIREMENTS FOR THE �\ TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN _ THROUGH THE LOAD-RESISTING ELEMENTS TO THE 4242 PICT FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF B A B THIS SECTION. A 1 01 1 01 R301.1.1 ALTERNATE PROVISIONS 24'-1" 28'-7� AS AN ALTERNATIVE TO THE REQUIREMENTS IN 24'-0 28- SECTION R301.1 THE FOLLOWING STANDARDS ARE 2-2-4 PERMITTED SUBJECT TO THE LIMITATIONS OF THE ' " THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PROVIDE HURRICANE STRAPPING THESE STANDARDS, THE DESIGN SHALL COMPLY TING FOUNDATION PLAN EXISTING FIRST FLOOR PLA N ACCORDANCE WITH THE WITH THE BUILDING CODE OF NEW YORK STATE. 2020 RESIDENTIAL CODE OF NEW YORK STATE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL SCALE: 1/4"= 1'-0" SCALE: 1/4" = 1'-0" (WFCM) 01 ALL HEADERS ARE TO BE 2) AISI STANDARD FOR COLD-FORMED STEEL EXISTING WALLS EXISTING WALLS (2)13/4"X 9%" LVL UNLESS FRAMING - PRESCRIPTIVE METHOD FOR ONE- OTHERWISE NOTED AND TWO FAMILY DWELLINGS (AISI-S230) 3) ]CC STANDARDS ON THE DESIGN AND Al NOTE: PROVIDE FIRE BREAKS CONSTRUCTION OF LOG STRUCTURES (ICC400) AS PER REV: 28'-4Y THE 2020 RESIDENTIAL CODE OF 7 4 5 5lZR` '-64" -10; NEW YORK STATE I 2440 2440 2430 2430 12'-10" -14 -84" '-0'y' " 3y2" PROJECT: ' CL EX. SEX. BATHR DEX. BATHROOM o BRIG 'IAI 2 M CD RESIDENCE EX, BEDROOM N o 2068 2068 1615 PIKE STREET S CO D tec or 7,-64' MATTITUCK, NEW YORK 2068 C> 3y"EX. CL 2" EX. CL 3 EX, HALL N SCTM# 1000-140-02-45. 1 -3" -0 DRAWING TITLE: 2068 D tec or c ° EXISTING CONDITIONS dec)oro00 D EX, HALL r AS NOTED o 266 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 S CO EX. CL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL co D tec or ^ FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE o EX. C o 2068 DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR CD N — UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT EX. BEDROOM CL � o FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. N � d ' SEAL: DATE: EX. BEDROOM APRIL 23, 2025 EX. 3 2 PROJECT NO: cD n CL OF NE 1190-2025 N �P� f DRAWN BY: 3� r 2 C01 '0.' BDK 2'-16' 1-11 12'-7" CHECKED 2440 - 2440 - , A ri 5HEL1 NUME' 01 j 28'-3/12" 01 EXISTING SECOND FLOOR PLAN DOE' SCALE: 1/4"= V-0" EXISTING WALLS 0 KEHL-DESIGN•ASSOCIATES, L ' : ED!IEQI APPROX. 47' OFF OF THE REAR PROPERTY LINE _ lu 0 0 P0.Box 1675 Southold,New' 1i"x 71 LVL Floor Joists EXISTING DECK 14"x 9" LVL Floor Joists 14"x 91" LVL Floor Joists Kehl I 1i"x 51" LVL Floor Joists 16 57"LVL Floor Joists 0 13'-0" 12'_0" OWNERSHIP (2)14"x 74" LVL Floor Joists (2)14"x 71"LVL Floor Joists " These dr ideas, 1 "x 7�" LVL Box Beam 29'-0" therei 2x6 ACO Sill ASSOC Foundation 34„ copied, di. a Sturdi-Floor 52'-4" with any - 16-0 they have 8 '-0� 28'-� SHOWER FLOOR SYSTEM DETAIL —4" EXIS�NG DECK EXISTING DECK © COPYRIGI PLANS AND 301 NEW PLATFORM Jul COPYRIGHT I. WRITTEN AU] SOLE PROPEI T TO BUILD ON PROVIDE HANDRAIL o EXCLUSIVELY AS PER NYS CODE o N Acceptance i build without ^� ,a as Suffolk C( SEE SHOWER FLOOR PROVIDE DRAIN AT THE BASE OF EXISTING DECK Al Departments, STAIRS INTO DRYWELL CONTAINMENT EXISTING CRAWL SPACE and requirem SYSTEM DETAIL ABOVE 20"x10" Conc. Footing 8" Poured Concrete Walls o Min. 3'-D"Below Final _ _ _ — —Grade— _ _ _ _ WORK NOTE Nate: Floor Joist Beneath R301 DES w the Shower Area are I z to be Sistered with —_ _ _ - - - -- - - - - - - 2 �� NEW YORI �) �ui 2020 REE � 1�'z 51" LVL to Allow ` r � i �-3'-O"—� � I N _ � � `J I for the Pitch to be o R301.1 APPI o Established in the I I�� � I 3'-0"z3'-0"x1'-0" 3068 Shower o Conc. Ftg. AND PARTS With (5)15 Rebar SAFELY SUF o Equally Spaced E.W. EPANELC g Y P LOADS, LIVE 32"x16" Vinyl Gliding � A I SNOW LOAD! i x i PRESCRIBED Basement Window I NEW BASEMENT = HOT THE BUILDIN _ WATER WITH THE Pf 5 o HTR IN A SYSTEM PATH THAT EXISTING BASEMENT EXISTING BASEMENT TRANSFER C FURNACE THROUGH TI- 20"x10" Conc. Footing I � I � j r NEW FOOTING FOUNDATION Min. 3'-0"Below Final I I a I DETAIL Existing Concrete Black to be N Grade ---- —F -- 4" Dia. Steel Column Filled Solid with Concrete and "' CONSTRUCTE DEEMED TO i IF Insert (1)#4 Rebar in Each THIS SECTOOf 2 13'x9 LVL irder Vertical opening. ( ) a (2)1 "x9 LVL Girder DP R301.1.1 ALT AS AN ALTEI O SECTION R3 PERMITTED S THIS CODE A O O N ENGINEERED THESE STAN[ I 8" Poured Concrete Walls = r WITH THE B U N N 32"AC Vinyl Gliding 1� 1) AWC WOO[ Basement Window o NEW BASEMENT DP 2)(aisi MSTAN x EXISTING BASEMENT FRAMING EXISTING BASEMENT x I I 20"z10" Conc, Footing 3) ICC STAN[ AND TWO CONSTRUCT I I Min. 3'-0" Below Final PRINKL Grade H2O I TANK REV: 20"x10" Conc. Footing SCWA Min. 3'-0" Below Final 8" Poured Concrete Walls Grade I I�N PROJECT: Line of Walk out Bow Window Unit Above R 161 Ol 01 A MATTI' 301 —4'-1 =——2'-8r2 S C T N DRAWING TITLE: 28 EXIS1 ,a'-52" - NEW FOUNDATIO N°TES: N PLAN THESE PLANS ARE AN IP DESIGN PROFESSIONAL W SCALE: 1/4" = 1'-0" PROSECUTED TO THE FUI FIELD CONDITIONS AND D DESIGN PROFESSIONAL I EXISTING WALLS UNFORESEEN FIELD COND FORMALLY ACKNOWLEDGEI NEW WALLS SEAL: ALL NEW CONSTRUCTION TO BE PRESCRIPTIVE DESIGN PROVIDE HURRICANE STRAPPING or IN ACCORDANCE WITH IN ACCORDPICE WITH THE S� � J. 2020 RESIDENTIAL CODE OF �� y7' SECTION R402, BUILDING THERMAL ENVELOPE OF THE NEW YORK STATE ss ENERGY CONSERVATION CODE OF NEW YORK ALL HEADERS HEADERS ARE TO BE (2)l34"X 9%" LVL UNLESS OTHERIMSE NOTED 8-4 essm NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL•DESIGN•ASSC i I , , KEHL DESIGN ASSOCIATES LLc residential & commercial design a consulting PO.Box 1675 phone: (6311 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. B Ul © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 1'-9 2' WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE —7Y" '-4" '-6' 7'-9Y" 16'-0' 28'-0' SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT 7' sY" ' 1y" 7'—sY" 1Y" —8� 3�6, �, s�" —a'_zJ," TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED �— EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 3046 3046 3046 3046 G1 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such tCD CD as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, 30l and requirements with such agencies prior to construction. EX. SUNROOM o o WORK NOTES: R301 DESIGN CRITERIA AS PER THE NEW WINDOWS SET AT 8'-0" NEW 2020 RESIDENTIAL CODES OF AW251v AW251v o 00 NEW YORK STATE 0 (2)1 "x5"LVL HEADER (2)l "x5"LVL HEADE V2" o R301.1 APPLICATION BUILDINGS AND STRUCTURES, S S " 2030 2834 2440 2440 2630 AND PARTS THEREOF SHALL BE CONSTRUCTED TO 5r2 ^ 0" _ - 2668 SAFELY SUPPORT ALL LOADS, INCLUDING DEAD ^ 13'-53/" a^ , rm �s p LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, Fan o SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS ACCESS ATTIC �9EX. BATHR00 t� _ cY, O PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF NEW N —4Y," -1Y % THE BUILDINGS AND STRUCTURES IN ACCORDANCE L NEW L_ — J WITH THE PROVISIONS OF THIS CODE SHALL RESULT WALK-IN P7246� r2IN A MASTER PATH STHSAT MEETS THE REQUIREMENTS FORFOR THE LOAD CLOSET N TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN BATHROOM , _ 2868 2068 r-o' o EX, KITCHEN 00 o THROUGH THE LOAD—RESISTING ELEMENTS TO THE EX. DINING ROOM EX. LAUNDRY ROOM ` FOUNDATION. BUILDINGS AND STRUCTURES Sa � SQ/CO ( S CO �a EX, HALL ~ CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE D tec or R NEW HALL D.tea ar QD �, M DEEMED TO COMPLY WITH THE REQUIREMENTS OF M N C a `V C ° "' `N° LO THIS SECTION. N 2868 / — 5068 DID DN R301.1.1 ALTERNATE PROVISIONS 11'-9 -9" 13'-5%" `R AS AN ALTERNATIVE TO THE REQUIREMENTS IN SQ�CO SECTION R301.1 THE FOLLOWING STANDARDS ARE D�teecrlbor PERMITTED SUBJECT TO THE LIMITATIONS OF THE C o 266� 8 BIB DN THIS CODE AND THE LIMITATIONS HEREIN. WHERE �Y/ N ENGINEERED DESIGN IS USED IN CONJUNCTION WITH "' THESE STANDARDS, THE DESIGN SHALL COMPLY EXISTING WITH THE BUILDING CODE OF NEW YORK STATE. BEDROOM 1 1) AWC WOOD FRAMED CONSTRUCTION MANUAL z NEW (WFCM) a NEW MASTER DEN I TV ROOM EX. KITCHEN O O 2) AISI STANDARD FOR COLD—FORMED STEEL BEDROOM 0 EX. LIVING ROOM EX. FOYER OF AND FRAMTWO FAMILY CDWEL INGSRIPTIVE E(AIOSID—S230)FOR ONE— BEDROOM N i I 3) ICC STANDARDS ON THE DESIGN AND z Q CV 1 o f CONSTRUCTION OF LOG STRUCTURES (ICC400) I I '71L REV: 0 O 5y2" 17'-6" (2)1"xg�LVL HEADER n a ' 206� a ❑S 52 NEW NEW 2630 3068 EX. CL 3046 3046 WINDOWS SET AT 8'-0" `v (2)13"x5 LVL �— 2�Ir PROJECT: HEADER � 31042 PICT B R I G H A_ _ ?� NEW ,% 3,0 6��/ B 01 --4 RESIDENCE 1615 PIKE STREET 12'-1" ��4'-11� '-10� 1 10'-OY" 2'-23/" 2'-3" 3'-10" -2Y4' '-2Y4" 23'-7" 28'-2 2 MATT I T U C K, NEW YORK 1'-9� SCTM# 1000-140-02-45. 1 DRAWING TITLE: EXISTING CONDITIONS NEW FIRST FLOOR PLAN ADDITION- AS NOTED NOTES: SCALE: 1/4"= 1'-0" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE FS HVAC CEILING SUPPLY LOCATION(V.I.F.) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EXISTING WALLS PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW WALLS R ] HVAC CEILING RETURN LOCATION(V.LF.) UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, ALL NEW CONSTRUCTION TO BE PRESCRIPTIVE DESIGN SEAL: DATE: IN ACCORDANCE WITH PROJECTI NO3, 2025 SECTION R402, BUILDING THERMAL ENVELOPE OF THE PROVIDE HURRICANE STRAPPIIIG 1190-2025 IN ACCORDANCE WITH THE OF lq-4, DRAWN BY: ENERGY CONSERVATION CODE OF NEW YORK 2020 RESIDENTIAL CODE OF �aJ. �� BDK NEW YORK STATE 4 CHECKED BY: SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK ALL "FADERS ARE BE -- HEFT NUMBER: (2)13/"X 9Y" LVL UNN LESS OTHERWISE NOTED Al 03 NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 DOB = OF RESIDENTIAL CODE OF NEW YORK, STATE 0 KEHL-DESIGN-ASSOCIATES, L c i %i• ,% r... 'ro,:ate." �;" i/ :".i , ..I F19Mit I KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting I PO.Box 1675 phone: 1631�433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates.LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which n n they have been prepared without written consent. ®TE � Lu uJ 1'-2�" - © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR 8 NEw NEw NEw NEW NEw PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL w TW2056 TW3056 TW2056 TW3046 TW3046 - 0 — -- COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT L=J]o_ WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE 44.86' IS THE ACTUAL SETBACK OFF OF THE PROPERTY ON THE LEFT SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT U L TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED 44'-1O 16" - EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. 2'-10�% " Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such FRONT ELEVATION as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, SCALE: 1/4"= 1'-O" and requirements with such agencies prior to construction. WORK NOTES: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE �L R301.1 APPLICATION BUILDINGS AND STRUCTURES, L 1 AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, L SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF L THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE ® ® TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE IF] )j �LL L��i� FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE - THIS CODE AND THE LIMITATIONS HEREIN. WHERE - ENGINEERED DESIGN IS USED IN CONJUNCTION WITH E EI THESE STANDARDS, THE DESIGN SHALL COMPLY __ _ _ A 2 v A 2 v WITH THE BUILDING CODE OF NEW YORK STATE. Z - -- 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Ji IF -- 2) AISI STANDARD FOR COLD—FORMED STEEL �r - FRAMING — PRESCRIPTIVE METHOD FOR ONE- 34 —6 AND TWO FAMILY DWELLINGS (AISI—S230) 34.5' IS THE ACTUAL SETBACK OFF OF THE PROPERTY 3) ICC STANDARDS ON THE DESIGN AND IN THE FRONT I. CONSTRUCTION OF LOG STRUCTURES (ICC400) REV: I REAR ELEVATION_ PROJECT: SCALE: 1/4"= 1'-0" a RUGHAM PROVIDE HURRICANE STRAPPING R E S I D E N C E IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1615 PIKE STREET �2),HEx ERS AREUOEBE MATTITUCK, NEW YORK ,� \ �\ oTHERwsE NOTED SCTM# 1000-140-02-45. 1 NOTE: PROVIDE FIRE BREAKS DRAWING TITLE: AS PER -=- - THE 2020 EXISTING CONDITIONS RESIDENTIAL CODE OF NEW YORK STATE AS NOTED I — NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE J - ,-11�" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL - FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE -- DIMENSION THAT CLEAR DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR THE HEIGHT RESTRICTION UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT h FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. - - SEAL: DATE: E APRIL 23, 2025 A 2 v A 2 v 45' IS THE EXISTING ACTUAL SETBACK OFF OF THE PROPERTY PROJECT N0: ----"`-__ IN THE REAR OF THE HOUSE W w OF Ntp, 1 190-2025 DIMENSION THAT CLEAR Z _ Z `P r DRAWN BY: J J "' I' S J.. THE HEIGHT RESTRICTION CV C /l, I� � o � - --_ b fTf., , o — O o ;` 7 z 25 CHECKED BY: 0 —03" ` d •.� SHEET NUMBER: 1'-6 4" 4 _ s ,� 3'-114„ _ £SSIM A201 _ 43,94' IS THE ACTUAL SETBACK OFF OF THE PROPERTY IN THE FRONT DOB NUMBER: OF LEFT ELEVATION RIGHT ELEVATION- ©KEHL•DESIGN•ASSOCIATES, LLC SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" I 01 / I KEHL DESIGN ASSOCIATES LLC residential & commercial design a consulting P0,Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, L.L.C. 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. © COPYRIGHT 2024 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXISTING RIDGE VENT— EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. EXISTING 2x8 RIDGE BEAM EXISTING ARCHITECTURAL GRADE ROOF SHINGLE EXISTING 15# FELT— Acceptance of these drawings does not authorize the right to EXISTING �" CDX EXT, ROOF SHEATHING build without the authorization of local governing agencies, such EXISTING 2x6-16" oc RAFTERS as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. EXISTING ATTIC HURRICANE STRAPPING— RIDGE VENT WORK NOTES: 2x8 RIDGE BEAM 2x6-16 oc CEILING JOISTS EXISTING RIDGE VENT ARCHITECTURAL GRADE ROOF SHINGLE R 301 DESIGN CRITERIA AS PER THE EXISTING 2x8 RIDGE BEAM ICE & WATERSHEILD 2020 RESIDENTIAL CODES OF" NEW YORK STATE EXISTING DOUBLE 2x4 TOP PLATES R-19 INSULATION R-19 INSULATION EXISTING ARCHITECTURAL GRADE ROOF SHINGLE " CDX EXT. ROOF SHEATHING EXISTING 26 STUDS 16"oc.. EXISTING 15# FELT 24-16" oc RAFTERS R301.1 APPLICATION BUILDINGS AND STRUCTURES, EXISTING CDX EXTERIOR SHEATHING EXISTING �' CDX EXT. ROOF SHEATHING AND PARTS THEREOF SHALL BE CONSTRUCTED TO EXISTING 15#FELT o EXISTING 2x6-16" oc RAFTERS NEW ATTIC SAFELY SUPPORT ALL LOADS, INCLUDING DEAD EXISTING BEDROOM EXISTING BEDROOM LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, EXISTING R-11 INSULATION > 2A VERTICAL SUPPORTS SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF EXISTING V1NYL SIDING INSULATION BAFFLE 16"oc. THE BUILDINGS AND STRUCTURES IN ACCORDANCE EXISTING ATTIC WITH THE PROVISIONS OF THIS CODE SHALL RESULT EXISTING SUBFLOOR - ING GISTS x - oc IL I IN A SYSTEM THAT PROVIDES A COMPLETE LOAD EXISTING 2x4 SHOE — PATH THAT MEETS THE REQUIREMENTS FOR THE EXISTING 2x8 BOX BEAM- 2x8-16 oc FLOOR JOISTS 2x6-16 TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN DOUBLE 26 TOP PLATES— THROUGH THE LOAD-RESISTING ELEMENTS TO THE EXISTING DOUBLE 20 TOP PLATES EXISTING DOUBLE 2x4 TOP PLATES 26 STUDS 16"oc. R-30 INSULATION R-30 INSULATION FOUNDATION. BUILDINGS AND STRUCTURES r CDX EXTERIOR SHEATHING R-19 INSULATION R-19 INSULATION CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE EXISTING 2x6 STUDS 16"oc. EXISTING 26 STUDS 16"oc. DEEMED TO COMPLY WITH THE REQUIREMENTS OF EXISTING CDX EXTERIOR SHEATHING EXISTING CDX EXTERIOR SHEATHING BLUESKIN HOUSE WRAP - THIS SECTION, R-21 INSULATION EXISTING BLUESKIN HOUSE WRAP EXISTING 151 FELT NEW MASTER EXISTING R-11 INSULATION EXISTING DINING ROOM EXISTING R-11 INSULATION EXISTING BEDROOM EXISTING EXISTING VINYL SIDING OR - R301.1.1 ALTERNATE PROVISIONS EXISTING LIVING ROOM HARDI-PLANK BEDROOM AS AN ALTERNATIVE TO THE REQUIREMENTS IN EXISTING VINYL SIDING EXISTING VINYL SIDING HALL BATHROOM VERIFY WITH OWNER SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH EXISTING 2x4 SHOE — EXISTING SUBFLOOR 26 SHOE " STURDI-FLOOR SUBFLOOR I�"x 71" LVL Floor Joists 16'oc. THESE STANDARDS, THE DESIGN SHALL COMPLY EXISTING 2x4 SHOE MATCH EXISTING WITH THE BUILDING CODE OF NEW YORK STATE. EXISTING 2x8 BOX BEAM- EXISTING 2x8 BOX BEAM EXISTING 26 ACQ SILL - 2x8-16" oc FLOOR JOISTS EXISTING 26 ADO SILL 2x8-16" oc FLOOR JOISTS EXISTING SILL SEAL / TERMITE SHEILD EXISTING SILL SEAL/ TERMITE SHEILD #5 HORIZONTAL (2)1 J"x9�" LVL Girder 1) AWC WOOD FRAMED CONSTRUCTION MANUAL EXISTING ANCHOR BOLTS- EXISTING W8x18 STEEL BEAM �� EXISTING ANCHOR BOLTS EXISTING W8x18 STEEL BEAM �� REBAR (WFCM) x18" ANCHOR 2) AISI STANDARD FOR COLD-FORMED STEEL EXISTING8' POURED CONCRETE FOUNDATION EXISTING8" POURED CONCRETE FOUNDATION R-30INSULATION FRAMING - PRESCRIPTIVE METHOD FOR ONE- EXISTING BASEMENT EXISTING BASEMENT EXISTING BASEMENT EXISTING BASEMENT BOLTS 32"oc. EXISTING DAMP PROOFING � EXISTING DAMP PROOFING � Z� AND TWO FAMILY DWELLINGS (AISI-S230) 11'-1r 0'-6}�" 10'-1� 0'-6 ' #5 VERTICAL N� 4" Dia. Steel Column 3) ICC STANDARDS ON THE DESIGN AND REBAR 4'-0"oc. o CONSTRUCTION OF LOG STRUCTURES (ICC400) EXISTING 4" DIA. STEEL COLUMN EXISTING 4" DIA. STEEL COLUMN NEW BASEMENT NEW BASEMENT DAMP PROOFING REV: EXISTING 4" P.C. SLAB EXISTING 4" P.C. SLAB #5 HORIZONTAL 4" P.C. SLAB REBAR EXISTING 16"x8" CONC. FOOTING 16"x8" CONC. FOOTING MIN. 3'-0" BELOW FINAL GRADE EXISTING 24"x24"x12" CONC. FOOTING MIN. 3'-0" BELOW FINAL GRADE 24"x24"x12" CONC. FOOTING 3'-0"x3'-0"x1'-0" Conc, Flg. With (5)#5 Rebor Equally Spaced E.W. PROJECT: " CONE.(MINS B R I C H A I (MIN.3'-0" BELOWW FINAL GRADE) .4 W/(3) #5 REBAR L.W. AND #5 REBAR 24"oc. S.W. RESIDENCE CROSS SECTION CROSS SECTION CROSS SECTION 1615 PIECE STREET A B _ C MATTITUCK NEW YORK SCALE: 1/4" = 1'-0" 01 SCALE: 1/4"= V-0" 3 01 SCALE: 1/4"= 1'-0" 3 01 SCTM# 1000-140-02-45. 1 DRAWING TITLE: ALL NEW CONSTRUCTION TO BE PRESCRIPTIVE DESIGN ALL NEW CONSTRUCTION TO BE PRESCRIPTIVE DESIGN EXISTING CONDITIONS IN ACCORDANCE WITH ALL NEW CONSTRUCTION TO BE PRESCRIPTIVE DESIGN AS NOTED IN ACCORDANCE WITH IN ACCORDANCE WITH SECTION R402, BUILDING THERMAL ENVELOPE OF THE NOTES: SECTION R402, BUILDING THERMAL ENVELOPE OF THE SECTION R402 BUILDING THERMAL ENVELOPE OF THE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ENERGY CONSERVATION CODE OF NEW YORK ' DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ENERGY CONSERVATION CODE OF NEW YORK ENERGY CONSERVATION CODE OF N E W YO R K PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: APRIL 23, 2025 PROJECT NO: 1190-2025 PROVIDE HURRICANE STRAPPING ��E(T~ ,F f t;-1�, DRAWN BY: III ACCORDANCE WITH THE S� 1 —�` BDK 2020 RESIDENTIAL CODE OF CHECKED BY: NEW YORK STATE ` ; !„r " � w NUMBER: ALL HEADERS ARE TO BE r _ (2)l34"X 9%" LVL UNLES �W / OTHERWSE NOTED A30 n� NOTE: PROVIDE FIRE BREAKS AS PER UUB NUMBER: THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 KEHL-DESIGN-ASSOCIATES, uc U l