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HomeMy WebLinkAbout49834-Z rr�rFTOWN OF SOUTHOLD � BUILDING DEPARTMENT TOWN CLERK'S OFFICE at 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 #: 49834 Date: 10/4/2023 Permission is hereby granted to: Pappas, John 146 Devonshire Dr New Hyde Park, NY 11040 To: Construct covered patio at existing single family dwelling as applied for. At premises located at: 6520 Skunk Ln, Cutcho ue SCTM #473889 Sec/Block/Lot# 104.-5-4.1 Pursuant to application dated 8/29/2023 and approved by the Building Inspector. To expire on 4/4/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $345.60 CO-ADDITION TO DWELLING $50.00 Total: $395.60 Building Inspector "" 01 a4 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 lift :'`www. otltholdto nL . ,'ov Date Received APPI ICATION FOR BUILDING PERMIT JI EVE For Office Use Only PERMIT NO. Building Inspector: AUG 202,3 Applications and forms must be filled out in their entirety. Incomplete .�.,, _� t`1)1 �5„� applications will not be accepted. Where the Applicant is not the owner,an p. 1^: 1° Owner's Authorization form(Page 2)shall be completed. Date: v OWNER(S)OF PROPERTY: Name: �e SCTM#1000- �, Project Address: � � 1K.09V le— LK P E 1 a N Phone#: Email: Mailing Address: R0, OTC- c(I Q E ( 51 CONTACT PERSON: Name: TC6&� PA,b PA Mailing Address: I .0 Ct Phone#: )6 0Email: -- DESIGN PROFESSIONAL INFORMATION: Name: �1Ztt FJ.` c. dw. Mailing Address: -- y� 2((o � E S0 a HOLS NY1( Phone#: �ca _ —1 Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure %Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other CO- 0 PA7,1�, 0'r-- Will the lot be re-graded? Dyes 13W Will excess fill be removed from premises? ❑Yes 2SNo 1 PROPERTY INFORMATION Existing use of property: PSS i _FA,, l Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 1`�D _qo PE�,I LGA 1%A.L- this property? ❑Yes gNo IF YES, PROVIDE A COPY.. Check Rox Aftor 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(print name),: ���,� �. ���� [BAuthorized Agent ❑Owner Signature of Applicant: �/ Date: C) STATE OF NEW YORK) SS: COUNTY OF SUFF-OL-LL ) I z:ziI% A- -11 t-- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the I=- IT (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 29 day of 20-.k9, . Im Notary Public T# ACEY L.DWYER NO.olowwM900 (Where the applicant is not the owner) SII=IEDINSUFFOL CouNTy 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 L Town Hall Annex � �� ' Telephone(631)765-1802 54375 Main Road ;:; Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 AA' BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED "Ifl!"OOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: GS20t<uE,; - 1 ! I;le_ Please take notice that the (check applicable line): New commercial or residential structure ,se- 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) 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: __.. .._ Name (person submitting this form): .' " r lF-4 Capacity(check applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 residing at 6BSBli g Address do hereby authorize (Agent) m_ to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) `nt Owner's N e) - --------_- 100,7 SECTION: 104 BOUw: 5 LcT( ',: a 01 E BAY AVENUE E FYT x- N 69*23'50" E 95.00' :-ROPOHD 10: .-rr.lGF C:> tom: p p C; p z ` t 2 4 z' - n ►� L - h v L 9 c lid 00 u o c7: • 41 PROPOSED PAVER PA (D 3 g ;r T PROPOSED ►_� - ` . �. p G SWIG,MING POOL a _ v ` v cc oPROPOSED�P=v`E LCQ �tUj �- rf U.P_ a�- a S 69023'50" WT 95.00' l� `7FR()PT-r?f 'p' ,' Ri r f T >> 'PAR -' ! )AN PART i %� _ ," ?.C; i,�la;. _ L_ �. � C 'E=C �� 7k .,t_t_ �� TP h nr� t rC 1 !` 17'x; t;;':.F ft!;� �f"Y 1(�', r`;lNS L, s't�.LC?P.�9�fv. ��<0<di�ltV"ii W_;7) rJCT I, -t7 IVirl. SUFFOLK: COU" CLE—KSS FFF,"F _- 26 2 - APES : 1 4,Z'50R 0.33 ACRES i/.0 ------------- -----_—____-a ;NAI+TF*CN"1ZEE7 AL'FRA T(v,"I OR ALL 1 rfC!Y To Ft-!?S SURVEY r 5 A 'V-0'A TA' SE( i; 7f, a `fir t aE N ;_ S TA i r tJ r "r L +V C L'='Lr_, Ci ;N7 `? t Y T"rf_ P K CA T' _,J MAS NOT SI AR1NG THE .ANL') SL'RIEYrl? S 11.E 5 �� 4 SHA _ Nt^T E ('�."!S. �• F:1 C S?, TF, i4hAP/r^ ? ('�.rL dERi_]¢ ti�?A i t! L MCJ L!_S_J S • L 1J .0, ��1 _ Li(J _ 1._ V t"L_ r.��� Y� I_ Y OULY T TH, D R .,Ai ✓r O L r c R r! A?'JD /'N "i" A, �'' �� "OMPANY (.=✓'' ��,�:f��;r�GL AGENCY 4,Nfy TO [ S'v w P6�1 �N THE SUP',,EY E Y �� F'REFA. E 1 %` Ei- Tl._ �'0 A11+' r`_ �`:� LiSTFr7 Ffrr�EU'1, Rr�?.r1 ,'l THE ASSIGNEES 0R THE i E�'1i2;,'dr (NS rl ri ?IO;kl. GUA,+rA.V TEE�� �",'��� ;RAILS+ERAS-r,- 7HE ref"�E �- C7a DMtsVSlf'rV5 FI0dH7�i HER, FR.�1�A HE .v,OrER"y �JPJE�; "G; ''i 5, _�L D t' "f r r e '� AP F fi A j .,.rf,'� i�i�lr�-��-14'E A.Nt. �t. •�'''` ;a( •rd �E li �\ r" C' {-; 7 P;,j r,� l• < r I'. r c- Yr ,ti iT l:NrE?V3- L ICJ url.OJ'WEW 7HE PPO'ERiY L:1JES CR 70 1%L7F uE' rINEr ^! E AD- 71 ;;A S1'a 'C,: r'4. OR A,V� 0 !Le � r�G+i: °.ic%. '� AJEVEN•S AND/OF SUBSURFACE S i RUC—TURES RECCRI_?-' R !r'RE 'E NOT ;RA" -mac n _: . . r a,Y l[11 Y .. "Dr. v.,, pp-l- I �.T 'yc ,,,VE `;:r" - r" ��% a u r.c.�z7�� AR :!_ ��. J 1:=�� z- -v' �N;� �HF .__..,� S6lRvE'' o. . �'E-_D:.r-' �ti-. ! PFOPFPTY MAP OF: FILED: s r KENNETH M. WOW HL K L.S. SUFFOLK 0; ;I`JV. P,�•W YORK � �`'S�ga Land Surveying and Design _� �t P.O. Box 3, MlatliLuck, New York 11952 FfI-E ¢ t — c' d;F. =�n DATE: JULY 0'. 20 f 1 PHONE f l l d lh do f Robert 1 H (691) 298-1588 FAX (8'31) 298-1588 N `' S t NO Z' ma n w n n� a recnr oennemy GENERAL NOTES: SAFETY NOTES: RESIDENTIAL �- AL RENOVATION & CONSTRUCTION General Notes:`-- - 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF %` ' 1 ''I ___ Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. - f GENERAL f\IOTES: 1 . All studs to be SPF 2 or better, and all other structural wood to be Douglas Fir/larchh 2 or better. !H 2. FIRE SAFETY. 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES 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 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 o consulting PRACTICES. 2. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 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. Soufhold,New York 11971 E-Mail: ssbn654Copto0,,e.net 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 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. Kehl Design Associates,LLC oformerly DAKAssociates,LIC 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. ;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 FDR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION, ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which (3a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. the have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES; E = 1,600,000 PSI y p p PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. Fb 825 PSI- PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE. PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI Fv = 285 PSI 4. NOISE AFTER HOURS: 9' Fb = 2600 PSI THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATESLLCNOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, , . 10. B. EXCEPT LEGAL HOLIDAYS. 1 ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 1 1 , THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWEE 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. s 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. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM << RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 6 SPECIAL SAFETY NOTES 13. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND 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 Y 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 1 DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COCRDINATE 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. g GROUND WIND sEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION NOT FOR SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. ' CONSTRUCTION LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 2F Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATEI 11 degrees I YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. 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 USE UNLESS OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY A (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. DESIGN CRITERIA NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ®FESSIONAL EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. RESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE E25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/6 INCH (11 mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) ENGINEER - 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 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 b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 CORRISION-RESISTAN T ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO .HAVE A CAPACITY 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 R­3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED kH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,,, IS 180 MPH (290kps) OR LESS. TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 r RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILSd 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, 11 HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS f son INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED li No. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. 'PROJECT: HEIC,H F-BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF R301.1.1 ALTERNATE PROVISIONS UNLIMITED AREA SLEEPING ROOMS THE HIGHEST ROOF SURFACE 3 STORY 30 Ya INCH DIAMETER LWITH 2w- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE = 12'-N" AS PER CHAPTER 5 OF THE BASED ANCHOR WITH 2 16 16 16 AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ; ► INTERNATIONAL RESIDENTIAL CODE STAIRS 40THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. UPDATED WITH THE 2016 INTi_RNATIONAL CODE SUPPLEMENT. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 V, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) +^� 1,D ^^+EP, TOTAL HEIGHT FROM RIDGE TO GRADE 14'-104 - FOR SI: a. This table is based on 180 mph ultimate design wind speeds VuIc ana 45-footmean rood f height. ' k:-rte 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) " a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel. APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 6520 SKUNK LANE or 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 80 �-IAYI�ATERS Drive LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 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, CUTCHOGUE NY 11 935 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 s 4LL 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 1 I I LE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. --- of NEW YORK STATE. GENERAL NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE 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 indicatec as "Mandatory" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED NEW B4SEMENT NA 50 POUNDS ON AN AREA EQUAL To 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND ;NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a THESE PLANS APE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIFSI FLOOR NA g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY CDMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA b c d t PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTORb U-FACTOR FENESTRATION RNALUE FRAME WALL WALL , RNALUE WALL RNALUE SPACE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHGCb,e RNALUE RNALUE1 RNALUE &DEPTH RNALUE NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO T KNOWPI OR NEW BALCONY NA THE PLANE OF THE TRUSS 4EXCEPTUNFORESEEN 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: CODE OF NEW YORK SEAL: DATE: NA For SI: = 1 foot = 304.8 mm F TTI: HOUSE b 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 o cavity which is less AUGUST 23, 2023 _ GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value cf 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 2023 KEHL DESIGN ASSOCIATES, LLC. QF N E kv BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Lot Area - 14,250 S ft y 1 154-202.3 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED P . C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the sqft coCN�� ,'f� DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. p`�` ��, o, interior of the basement wall. BDK sUNROo_M NA PLANS MAY NOT BE REPRODUCED WITHOUT - 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD _ CHECKED BY: NEW 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 Max Lot Coverage 20% - 2850 sqft WRITTEN AUTHORIZATION. ciff COVERED PATIO 364 SF interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous SHEET NUMBER: - , � COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES LLC. 'L DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS � �.P 4 C� 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 Lot Coverage After Addition THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ACCESSORYh. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN ��Y�fEssI SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE extend below the slab of Covered Porch 2,698 s qft PROOF OF PURCHASE. G 1 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without °/ ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. Total Lot Coverage Used - 18.933 the authorization of local governing agencies, such as SuffoDOB NUMBER: 01, (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. p g g ih Suffolk County g Dept. (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulatior, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction, © KEEII>DES IGN•ASSOC]ATE,S, LLc insulation is on the interior of the moss wall. _...- SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF MTS20 LTS20 DOUG-FIR LARCH S0. PINE UPLIFT TWO 8d NAILS THIS ,. r."jj;, ;<;, ,;,;,,;,:;;•.; ;;,,..,.,,;.;;,,,.'_, tel: �_._,' SIDE OF TRUSS, PROVIDE 1 HGA10KT ON ALLOWABLE LOADS 2 LOAD SIDE OF CEILING JOIST � I �i t1Ll FASTENERS WITH • LATERAL TOTAL FOUR o /• ® o MODEL GA UPLIFT UPLIFT CODE N0. TO AVG REF. 0 �- - (133/160) Sdx1}" 8d NAILS ° AND ON SIDE OF RAFTER `- �_'( w RAFTERS/ TO TC ULT. NAILS INTO TRUSS TRUSS PLATES STUDS (133) (160) F Fp (133& _--_ STU1�0) _ ° NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SIMPSON TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND �— HL DESIGN ASSOCIATES L�.c PROPER INSTALLATION PROCEDURES i residential & commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° DIMENSIONS TWp 0 ART "x12 c (TOTAL;I LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER REF. NADTES ° o �° °° ° o ' Southold,675 New York 11911 la311433-90.94 MODEL CA AVG 2 CODE phone: 6 NO MAX. CLEAR ULT. EFTA LFTA 0 ° Q I E-Mail: ssbn65aCopfonline.net WIDTHSPAN L QTY DIA 1 2' 2�" 3 3} 1} 2 2� 3 3� o° L EIGHT Rd NAIL a r• 1205 1400 5, 44, 85 INTO SP4 Kehl Design Associates,LLC o former) D A K Associates LLC LFTA 16 2a 17" 38"16-10d — 4200 STUD 9 -- Y DOUG—FIR LARCH / S0. PINE OWNERSHIP & USE OF DOCUMENTS: FASTENER S2 ALLOWABLE UPLIFT LOADS 3 0 0 MODEL L AVG 10d tOd x 1�" CODE These drawings and specifications including the LFTA I :, ideas, design and arrangements represented No. ULT. REF. L S T A 21 ° therein, are the property of KEHL DESIGN 1od 1od x t}" 1 ASSOCIATES, LLC. No part thereof shall be (133 / 160) (133) (160) ° MTS16 16 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 °° HGA1 on Strong-Tie r' copied, disclosed t0 others or used in connection ° HGA10 project other than for which ° °° with any work or P roJ ° the have been prepared without written consent. MT520 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 ° °° DETAIL "K" Y p p ° i 0 LST20 20 12-10d 12-10d x 1 2383 775 720 720 3, 41 COUPLER NUT DETAIL "E" STU 8"- DOUG-FIR-LARCH/ Equal, number of°° "SIMPSON TYPE OF DIRECTION S0. PINE CODE MODEL TYPE 0- of LOAD ALLOWABLE LOADS REF. NG. TION FLOOR ROOF (133/ specified nails in TAKE—UP WASHER (100) (125) 160 each end I'• Simpson Strong-Tie LH 515 645 670 CS16 ART 12 LTP4 5 515 645 670 6, 39, 97 8 515 645 670 DETAIL "H" MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOEDOWN ARTS"x12 STUD DEFLECTION DEFLECTION CODE $ MODEL AVG LENGTH OF BOLT 2.3 AT HIGHEST REF. MACHINE AT HIGHEST NO ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY a BOLTS ALLOWABLE GA GA HB SB W H B SO CL DIA e DESIGN LOAD DESIGN ®o QTY DIA 1�" 2" 22" 3" 3s" 51" LOAD WHEN RAISED OFF o 0 THE SILL PLATE a HD2A 16 12 44" 2�" 2J" 8" 22 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 o o :, 0 o MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG OF / SP CODE NO W L STUD PLATE ULT. (133)2 (16 0)' REF. SP4 3�" 7J" 6-10d x 1�" 2917 735 885 7, 40, 127 m MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 N0. GA W L NAILS ted R (133) (160) REF. °o LSTA21 20 1 21 1 - d 905 1 1205 1295 7, 40, 90 coWORK NOTES: o s DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL GA Simpson Strong-Tie STU 5" N 0. FLOOR W L NAILS 100 (133) (160) i — 8 I MSTA24 18 1 24 18-10d 1025 1370 1640 7, 40, 90 1 TOTAL ALLOWABLE TENSION LOADS NAIL CODE I MODEL FASTENERS L U S 4 6 NO, L END SPACING REF. HD2A SIMPSON c (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 0�• NOT O f�► TAKE-UP WASHER OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION CS16 150' 1a" 16 CLEAR SPAN +31" 28-8d 1235 1650 2r" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE ' �P V 1 I MODEL bIVENFASTENERS ON. DOU -FIR LAR H so PINE A woe A NOTED. FAILURE TO COMPLY WITH ALL NOTES HEADERS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION AVG UPLIFT NO. CA w H e JOISTS FLOOR (100) SNOW (115) ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" UNLESSUSE Iod 16d ULT. (133) (160) 10d 16d 10d 16d lod 16d REF. ALL LIABILITIES ON THE CONTRACTOR. 18 3� 4j" 2 4-14-16d 6076 11401160 1000 1150 125CN W- CERTIFIED DY ALUSs6 , , DETAIL I 14 3�" 9 " z COUPLER NUT HUS210-2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ"x12 STU cj — PROFESSIONAL DOUG—FIR AR H PIN ALLOWABLE A 8 E N G I N E E R MODEL FASTENERS UPLIFT LATERAL CODE NO. GA UPLIFT (133/160) REF. SIMPSON TAKE-UP WASHER ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F FZ 160 HGAIOKT 14 4-SDSI"xl�" 4-SDS "x3' 1 1523 435 435 1165 940 USE A MINIMUM OF TWO 8d NAILS THIS A SIDE OF TRUSS. CLAW- 70TAL FOUR / • 0 • SE A MiN[MUM DF /COUPLER NUT SP4 a 8d NAILS TWO 8d NAILS THIS !/ :'PROJECT: INTO TRUSS SIDE OF TRUSS. MTS16 STU 5 ,> MTS16 °° SIMPSON LSTA21 SIMPSON 8 ANCHOR BOLTS TOTAL FEUR �. 0 • °°°°,o TAKE-UP WASHER 8d NAILS HDA Strong-Tie , INTO TRUSS L S T A 2 1 HUSz10-2 , II T WG 0 o FI 8 AIL o D TO o PLATES I0 °0 /��t rl Sd EIGHT 8dIL °o INTO DETAIL "All 'I STUD Simpson Strong-Tie IPLANTOTS ° 6520 SKUNK LANE or H7 EIGHT / t 80 HAYWATERS Drive 8d "AIL ® DETAIL "D" DETAIL "G" INTO m _ H7 J CUTCHOGUE, NY, 11935 STUD Simpson Strong-Tie ' LFTA Simpson Strong-Tie �� �� LFTA oo° ROD SYSTEM DETAIL L LFTA °° DRAWING TITLE: °°° ° Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS °° LSTA30 °°° ° BP RUN0"OFF DEEPACTORS POOL x 4' DIA 1.0==12.58 cR00Fper )vertical ft. SIMPSON WINDLOAD I' 1'-0" DEEP POOL x 6' DIA. = 22.3 cu,ft. per vertical ft. I ' 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / STRONG-TIE DETAILS ROOF AREA = 420 sq/ft / ROOF DRAINAGE I• II LTP4 V = A x R x c CALCULATIONS I A = 420 sq/ft �:• LTP4 ,� I. R = 2 RAINFALL = .17 ft LTP4 C = COEFF. = 1.0 ;N01 ES: DETAIL "C" V = 420 x 1 x .166667 = 70 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROFERTY OF THE i DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALI_ 70 / 42.25 VERTICAL FT. / FT = 1.66 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" l o o r-t o-E l o o r Connections Ridge Strapping USE (1) 8' DIA. POOL 2 -0 DEEP - 2 V.F. 1 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 x UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS N01 III Detail - S i rn p s o n Strong-T e QR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections 70 / 22.3 VERTICAL FT. / FT = 3.1 V.F. SEAL: DATE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY USE (2) 6' DIA. POOL 4' DEEP = 4 V.F. AUGUST 23, 2023 EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE PROJECT NO: POOLS TO BE PLACED ON OPPOSITE SIDE OF 1154-2023 NO SUI3STITUTI❑NS R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, .`P D RAWN BY: INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED HOUSE AND/OR LEADERS TO BE PIPED TO o��' cON�o �' BDK All gaming hardware shown on these plans, BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE (*-„ � y --- POOLS (1/2 OF THE ROOF TO DRAIN TO EACH �, cH CKED BY: unless otherwise indicated, is Simpson Strong-Tie. SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF ��, No substitutions are approved or authorized. LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. _ yET NUMBER: Due to the relationships of gaming hardware to SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). — '.<<.,.•. the other components of the structure, any gaming R301.1.1 ALTERNATE PROVISIONS FD 511684 .a hardware substitutions will render these plans 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 THESE ALL COVERS TO BE TRAFFIC BEARING F LOCATED IN AREA S10�+` null and void, and will result in the installer/Contractor G2 assuming responsibility dor the design and STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. WHERE TRAFFIC IS TO BE PRESENT. CerFormance of the entire system, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DOB NUMBER: UFS 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) BE DIVERTED TO EACH POOL. © KE111,-DESIGN•ASSOCIATES, LLC Provide (3)#2 Rebar Stirups 2" Provide (2)#3 Rebar cages 2'-0° 1z Azek or Equal Fascia Past Wrap KEHL DESIGN ASSOCIATES Lt.C_ TopView 66 ACO Post residential & commercial design o consulting of Footing 6x6 Simpson Post P0.Box 1675 phone: X6311 433-9084 Blue Stone Patio Anchor Bolted to Post Southold,New York 11971 E-Mail: ssbn654goptonline.net All Rid es and Valles are to Conver e of the Main Rid e g Kehl Design Associates,LLC o formed D A K Associates,LLC TYP. Footing 1 5,,x18" Anchor Balt 9 Y g Provide (3)#2 Rebar Stirups j OWNERSHIP & USE OF DOCUMENTS: 26'-0^ Provide (2)#3 Rebar cages ! L 1LJ 13'-0" 24" Concrete Filled Sona Tube These drawings and specifications including the Bottom of Footing To Be Min, ideas, design and arrangements represented 2 4" \ 12-9%" 12-9Y" \ 2 4° -2-0'� of 3'-0" Below Final Grade. ! therein, are the property of KEHL DESIGN - ASSOCIATES, LLC. No part thereof shall be AH . copied, disclosed to others or used in connection ' \ 10 L�1u� with any work or project other than for which 101 N New Footing L)J they have been prepared without written consent. SEE TYP. FOOTING New Footing TYP. FOOTING CROSS SECTION -- - -_- CROSS SECTION PAGE A101 � I /A 0 - - - - - - - - - iu1 10 U 6 U O O O cD c0 cD O O O New Footing SEE TYP. FOOTING SEE TYP. FOOTING New Footing < a CROSS SECTION CROSS SECTION N N N PAGE A101 PAGE A101 LEFT ELEVATION SCALE: 1/4" = V-0" WORK NOTES: 0 0 0 0 0 N Crawl Space Crawl Space o .o ,o .o o 0 -2 °° NOT FOR All Ridges and Valleys are to Converge at the Main Ridge N N N z Z _ CONSTRUCTION W W W I I I ( USE UNLESS J1 IL t CERTIFIED BY - E-7- - - --EE3— - -0- - - -- - - -F:71- - � 111�1J1 11_ PROFESSIONAL Upgrade ! Electric Panel ILL IALH j _LL Service ENGINEER to 200 Amp Service r co @j o v 0 Q,Q) Ud k u 0 Crawl Space Crawl Space 0 0 O O N li c2 W N N N 3 a w W PROJECT: A, F sz� _,k' 1'—' --- fi" F,, RIGHT ELEVATION SCALE: 1/4"= V-0" 6520 SKUNK LANE or 80 HAYwATERS Drive -°-- CUTCHOGUE, NY, 1195 FOUNDA I ION PLAN- Scale: 4" = 1 -0" DRAWING TITLE: Existing Structure PLANS I New Structure PROVIDE HURRICANE STRAPPING AS NOTED IN ACCORDANCE WITH THE © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE 2020 RESIDENTIAL CODE OF PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT All Ridges and Volleys ore to Converge at the Main Ridge NEW YORK STATE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �- _,,_ KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE t I_1 L111_ 1111E ll 1I 11J J�IJJ LL 1JJ11 L lLlll ! l U1 1_ 11 1!_11J 1t� !11L�L1LJ U J L L 11 II 1�11��' lll1 1L11 J L11 ALL )y. ! ALL HEADERs APE To BE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. JJ� (2)1 q"X 9%" LVL UNLESS NOTES: ;_. �� '�', _t'11_I:_111_:�_� '� !-I'�:11 ' LIJ�LI JJ L11J 1!!_Ll_LLL 111ll1J11L11_u_J 11LLLLL LI_ I U�11 I I i Ij!LLI_1J__' 1LLI1 L U I II ! f1JJJI LL 11 i�Lj_Lj-J�fL � 1 OTHERWISE NOTED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1 I',-11.1 _ _111LII i_ L 111.1��1 I11L L J II �I I DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFYALL IL ',I ;1 �I 11-fl,,_1'i_�I� ! , j��I T FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. iHE i , I i` � `�' � ! ! 1 ' i NOTE: PROVIDE FIRE BREAKS `s l �1, 1L ll.-i ,1_ llfll-,1 111-L �L 1 11 �_l l Acce tance of these drawin s does not authorize the right ht to build without the authorization DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE 10 UCKNOWN OR -1 Li I iLI L�_LI_�.11.11iIdLi ! 1 U)I AS PER p g g UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT !._;11_ II l_-LL-I IJ1L_ ! 1 U L11 l 1111 - _ _ _ _ THE 2020 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 1x6 Girder Wrap x176 Glyd 777 5 x L16eGird ieze oar RESIDENTIAL CODE of Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such I N6 ze -deze oar NEW YORK STATE i agencies prior to construction. ';sEAL: DATE: - - -- - - - AUGUST 23, 2.023 PROJECT N0. - I L I F CN I r� 0 y � I O 1154-2023 I - -IP I - - �� R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE cam~ � ,rr 'x!10 'f" DRAWN BY: BDK - - R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT * , k' `� t -- -- ----- - - --- — ; ,., — ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC - CHECKED BY -------------------------- — LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH j THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE - -- - ---- - �` 051 . SHEET NUMBER: - -- — REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS J' - --- --- TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO ��- COMPLY WITH THE REQUIREMENTS OF THIS SECTION. FESSA10 R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT REAR ELEVATION TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN DOB NUMBER: OF CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. SCALE: 1/4"= V-0" 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-5230) KEHL•DESIGN-ASSOCIATES, rrc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) i • �r ,'/ KEHL DESIGN ASSOCIATES, LLC Ridge Vent residential & commercial design o consulting 1 4"x 92" LVL Ridge ��PP Hurricane Strapping Fk 20 Ridge Poles @ 32"oc. PO.Box 1675 phone: (631)433-9084 26/20 strongback Southold,New York 11971 E-Mail: ssbn654@optonlin,�.net Match Existing Roof Shingles 2x8 Rafters @ 16"oc. �^ CDX Sheathing Kehl Design Associates,LI-C o formerly D A K Associates,LLC e Ice and Water Shield OWNERSHIP & USE OF DOCUMENTS: e" Carriage Bolt nno 26 Collor Ties @ 2 oc. Insulation Baffle These drawings and specifications including the 0 Insulation R-30 Insulation Tydown Jr. ideas, design and arrangements represented R-30 Ins Insulation Solid Vinyl "R-30D Insulation (2)14"x11"" LVL Girder therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 2x2 Furring 2x2 Furring 1x6 Azek or Equal Fascia copied, disclosed to others or used in connection 4'-0" Solid Vinyl Soffit Solid Vinyl Soffit _ 2x Subfoscio with any work or project other than for which 1x Azek or Equal Girder Wrap ented Vinyl Soffit they have been prepared without written consent. Packing 26'-0' Packing 1x Azek or Equal Girder Wrap Packing Hurricane Strapping 0 0 1x Azek or Equal Fascia Post Wrap 6x6 ACO Post 7x8 Rafters to 16"oc 2x8 Rafters @ 16"nc u2 6x6 Simpson Post Anchor Bolted to Post New C v red Patio 0 8"x18" Anchor Bolt TYP. Footing Provide (3)#2 Rebar Siirups Provide (3)#3 Rebar cages 24" Concrete Filled Sona Tube Bottom of Fooling To Be Min. m of 3'-0" Below Final Grade. Provide (3)#2 Rebar Siirups ~� J q. o Existing Cross Section A 2„ Provide (2)I✓3 Rebar cages ,t� A - L 102 rWORK NOTES: Provide Interior Gable Wall Over Existing House Wall SCALE: 1/4"= 1'-0" 2-0" and Finish wit Vinyl Siding s - - -- - --- -- - Bottom View Fan of Footing Bath Extend Existing Room Waste Line NOT F O R Existing Vent Thru Roof Bedroom 2868___ - 3068 CONSTRUCTION -- - © USE UNLESS Existing KitchenCERTIFIED BY A c 2x Gable Studs @7" Full to Allow PROFESSIONAL ^+ C; /� LU U /Existing for 8" CDX to be Applied to Both Ridge Vent €�" ROFES`,,.iIONAL Existing 14x92 LVL Ridge d Side of the Goble and the Interior 3° 2" ENGINEER C'(f TV Room and Exterior Trim to continue Hurricane Strapping Room Around the Perimeter of the 2x4 Ridge Pales @ 32"oc. Porch Girder Maintaining the Some Q Width Girder 2x6/2x4 Strongbock Match Existing Roof Shingles _ 2x8 Rafters @ 16"oc. 0 0 All Ridges and Valleys ore to Converge at the Main Ridge `v I 8" CDX Sheathing hurricane Strapping Hurricane Strapping Ice and Water Shield a 8" Carriage Bolt — — — — — — Insulation til 2x Collar e e Battle s @ 3 'oc. _ R- Insu tion -30 In Illation Tydown Jr. z ;PROJECT: Existing ED Existing Soli Vin Shf't 0D I s ti n (2)14 xllg LVL Girder wU O14"zll" LVL Giller 1x6 Azek or Equal Fascia " Bedroom Living Room2x Subfascia Existing II 2x23 Furring Hurricane Stropping 2x2 Furring lx Azek or Equal Girder Wrap 4 Solid Vinyl Soffit V Packing Bedroom I o Existing lx Azek or NUI eIr�etSot� P Hurricane Strapping z— Packings o a � _ Storage Packing [i " F; 4.r lx Azek or Equal Fascia E. wv Area Post Wrap 6x6 ACO Post ' k - - --- 6620 SKUNK LANE or" - - 6x6 Simpson Post 6X6 Simpson Post 6x6 Simpson Post 80 HAYV°JATERS Drive Anchor Bolted to Post Anch r Bolted to Post Anchor Bolted to Post CUTCHOGUE, NY, 11935 J"x18" Anchor Bolt f' TYP. Footing Provide (3)#2 Rebar Stirups DRAWING TITLE: Provide (3)#3 Rebar cages r=--24" Concrete Filled Sona Tube Bottom of Footing To Be Min. of 3'-0" Below Final Grade, FIRST FLOOR PLAN Provide (3)#2 Rebar Siirups PLAN Provide (2)#3 Rebar cages AS NOTED Scale: 4"= 1'-0" Existln Cross Section B 2" Existing Structure 102 SCALE: 1/4"= V-0" 2'-0" New Structure Bottom View NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE of Footing DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMErITS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. F SEAL: DATE: s AUGUST 23, 2023 PROJECT NO: �E OF Nr `Q �- 1154-2023 PROVIDE HURRICANE STRAPPING R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE � �N 3. CrJ t DRAWN BY: IN ACCORDANCE WITH THE © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE BDK 2020 RESIDENTIAL CODE OF R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUTNEW YORK STATE ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ! + CHECKED BY: LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE e THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE ALL HEADERS ARE TO BE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. _ SHEET NUMBER: (2)1,"X 9%" LVL UNLESS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO ------ _ A OTHERWISE NOTED COMPLY WITH THE REQUIREMENTS OF THIS SECTION. - SO ,, Al R301.1.1 ALTERNATE PROVISIONS NOTE: PROVIDE FIRE BREAKS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT AS PER TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN Acceptance of these drawings does not authorize the right to build without the authorization ' DOB NUMBER: OF THE 2020 CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building RESIDENTIAL CODE OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such NEW YORK STATE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) agencies prior to construction. 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) KEIII,DESIGN•ASSOCIATES, LLc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) r