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HomeMy WebLinkAbout49187-Z utTOWN OF SOUTHOLD 5 , 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 #: 49187 Date: 5/1/2023 Permission is hereby granted to: Silver Sands Hld s I LLC c/o Alexander Perros 19215 Soundview Ave Southold, NY 11971 To: legalize "as built" alterations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 1300 Silvermere Rd, Greenport SCTM # 473889 Sec/Block/Lot# 47.-2-12 Pursuant to application dated 12/1/2022 and approved by the Building Inspector. To expire on 10/30/2024. Fees: CO-ALTERATION TO DWELLING $50.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $632.00 Total: $682.00 uilding Inspector rr TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 x� Telephone (631) 765-1802 Fax(631) 765-9502 htf as://W Ww.SOLltl101dtownrg Dov Y fG, ) -nn,iy„lWr. Date Received AIRIPLICA niON FOR BUILDINGII III r For Office Use Only EC Building PERMIT NO. g In'specter: RDEC 0 12022 ED Applications and forms must be filled out in their entirety. Incomplete BUILDING D EPT applications will not be accepted. Where the Applicant is not the owner,an TOWNOFSOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:December 1, 2022 OWNER(S)OF PROPERTY: Name:SILVER SANDS HOLDINGS I, LLC SCTM# 1000-47-2-1 Project Address:1�00 Silvermere Road, Unit 23-25 ,Greenport, NY 11944 Phone#:917-318-0027 77TEmail:ALEX@SILVERSANDS-MOTEL.COM Mailing Address:1400 SILVERMERE ROAD, GREENPORT, NY 11944 CONTACT PERSON: Name:RICHARD VANDENBURGH, ESQ. Mailing Address:42155 MAIN ROAD, PECONIC, NY 11958 Phone#:631-613-9019 Email:RICH@GREENPORTBREW.COM DESIGN PROFESSIONAL INFORMATION: Name:JOHN CONDON, PE. - CONDON ENGINEERING Mailing Address: 1755 SIGSBEE ROAD, MATTITUCK, NY 11952 I, Phone#:631-298-1896 Email:condoneng@optonline.net CONTRACTOR INFORMATION: Name:HIGHLAND PEAK GROUP, LLC Mailing Address: 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY 11971 Phone#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration WRepair ❑Demolition Estimated Cost of Project: (]Other See Attached. $272,090 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes i@No 1 N PROPERTY INFORMATION Existing use of property: R_3 Intended use of property: R-3 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-3 this property? Dyes BNo IF YES, PROVIDE A COPY. 1 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 15 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 B+ (p i t name): @Authorized Agent ❑Owner Signature of Applicant: Date: I ZI ( Zoe. CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No. 01 BU6185050 SS: Qualified in Suffolk County COUNTY OF SUFFOLK ) Commission Expires April 14,2 � RICHARD W. VANDENBURGH being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)heisthe AGENT (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of DECEMBER 2022 ' n Notary Public 1PI110j E-,,IIGOWNER AUT],,,W (° ( ,,IIC,,,1I II (Where the applicant is not the owner) I, ALEX PERROS residing at 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY do hereby authorize RICHARD W. VANDENBURGH to apply on my behalf to the Town of Southold Building Department for approval as described herein. l -AZ wnu'r'e Date ALEX jrPE ROS Print Owner's Name 2 Generated by REScheck-Web Software Aft Low hence, Certificate Project Silver Sands 25 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Orientation: Bldg. faces 0 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1400 Silvermere Road Alex Perros Brett Kehl Greenport, NY 11944 Silver Sands Holding 1LLC. Kehl Design Assoc. LLC. 19215 Soundview Ave. 265 jasmine Lane Southold, NY 11971 Southold,NY 11971 917-318-0027 631-433-9084 alexanderperros@startmail.com ssbn654@optonline.net Sllalb-oi u rade tirader:)fN amre rro lauruU:er s::ormidered in the UA aro gm erf or rina rice coirinpfllance path in IF':II ScIl e(;l Each sab-or-gira d assernblly irm th :rpr rifled a::61imuriate zone rmmu sl meet the rrmliinhinu.urn energy s:rude Insu,ulamboin II' rralrmrm and drml:md°l'°u rrmmiu.ulrm.ments, n" ! - ® s Ceiling: Cathedral Ceiling 370 45.0 0.0 0.023 0.026 9 10 Wall:Wood Frame, 16"o.c. 98 21.0 0.0 0.057 0.060 6 6 Orientation: Front Wall 1:Wood Frame, 16"o.c. 258 21.0 0.0 0.057 0.060 12 13 Orientation: Left side Door:Solid Door(under 50%glazing) 18 0.320 0.320 6 6 Orientation: Left side Window:Wood Frame SHGC: 0.32 31 0.300 0.320 9 10 Orientation: Left side Wall 2:Wood Frame, 16" o.c. 98 21.0 0.0 0.057 0.060 6 6 Orientation: Back Wall 3:Wood Frame, 16"o.c. 258 21.0 0.0 0.057 0.060 14 15 Orientation: Right side Window 1:Wood Frame SHGC:0.31 4 0.290 0.320 1 1 Orientation: Right side Floor:All-Wood joist/Truss 338 21.0 0.0 0.044 0.047 15 16 Project Title: Silver Sands 25 Report date: 10/28/22 Data filename: Pagel of 2 1 • Window 1:Wood Frame SHGC: 0.33 19 0.280 0.320 5 6 Orientation: Unspecified Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory reguiremen listed in the REScheck Inspection Chec7aL St. /C t- ITMe Signature Date Project Title: Silver Sands 25 Report date: 10/28/22 Data filename: Page 2 of 2 c 4 Thomas R, Shearin& a. h 1 FRAME Co Wanda Sue Shearin 1 SHED FRAME d SHED N89°53'40" CMF 1 182.00' MPF )PF ' ` o - a MPF -- l I vi E06 O li C7 DI I ! 1 W o 0 r)sLL! / Edward now or for d,Turzehiq& +tterly I Jegn J, Burden { SCTM NO.1000-47-2-14 / 40. ,0p I coNc. � " - 174.98 r COVER v � 6.0, I 1 E 4, a t / ^r 5CTM NO.1000-47-2-8 .s w' ! p01 o, MARSH _ A I SrONE CONkt _ COVER 11WAY ° i0 �'�� N80055,00,W In 1 _ 00,W `t O ' Srot,60a 1 : 24.x• - _ 18721, i RI dAy hcs CONC.0 O L 110' s;g cu COVER i N 11.L5• Vi PLANTER 06,9,io CONC. CONI. COVER 5CTM NO.1000-47-2-9 L 0 COVER IB/ COW. � 24,8. p 1 COVER •z ^ 3 1 CONGO CONO, 4.0- COVER YtA el O i COVER COVER J9 CMF 1? �N80-,5,5,OOu CEDAR TREES O ~ t 2 w � � , � L J6t / O1 - 146 77 o ., 3 WDF O N 1X/ I Ui oN80°5 00" 147 9r Srow , � c1 .�./ ,Ty 167.76, IPF l ' t. / / WV V 4a IPF 1.6WMR J '' 1 OO Il �-- �'�� /'',• `�C}t G y 16,5' I8 a 12 f1✓ t/ �/f// / [I u; 3 . WACL E STONE 22' 149-66' 113w WALL gw Rolp Qq �Z 1 _ CSW 7 , N4" I 20.4' A 3` � i 0 in 99.6' 196 0ci / 13.2' _ I ggI 18,5' _ N I t 43.3' 17.9' r P 6.0' COW. N I tICP COVER IB.1�n WOOD OLU 1 p N� CSW DECK16 1 ,8° w 22.6 p1 C01lC. I 36-3' 16.3' I _ COYER 00 I ;0 _ 18.0' FRAME ° w 00 e 3,2' BUILDING 62` ���(� N I c� O 00 a 1 12.5' V - W°O N fry Y + V I - j ui DEQ a a 1 1 v n N 19.1' 19 9. 9 0' 3 L I a°° m -0 RO 71' LL m c s L 128 I s4 j12 SCTM NO.1000-47-2-11 �n o z9.7' I P1 zoLU H 14 CSW 3 o FRAME .o 11,d - 36 7`` m BUILDING I 8 _ g3 18.4' O ! N T lC s i 12.7 N C � I WOODNCDECK O °i CO. ., O NO,1000-47-2-14 COVER °`� I V) ._a o ! C) I !Ir V) 20.3'20.3' A.O20.4' 1 CONC. ' -- o COVER 163 SCTM NO.1000-47-2-13 I ! ^• a 5CTM NO.1000-47-2-12 ! N FRAME 3.6' I / [ q -n y . T BUILDING 24,0' S c' ' �� 76.78 WOOD DECK 3.0'12.3'26.0 15 5695.8 15.6' 08 29"W ! - CSW 10.9' �� 29.15' ! _ I r I i 581°21'16"!W I �� 124.93' %! I CONS.WALL _ 51.31' 3 t xye i 2g I 5.93' S64011'16" Z p WooD -156' TIE LINE ALON6 APPROXIMATE HIGH � ��� ��J` t� � _-WATER MARK AS LOCATED ON 10/29/2021 CON 1 l ,� S °l N88°13'37"W 5 29.30' ' 564038'07"W 26.48' �� ���1� s qqs� GENERAL NOTES: /6//' - SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1 00/ A C T 0 R General Notes: Fir C N T R N 0 T E S 1 - GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. 2. FIRE SAFETY: f M7�fl TI[1, 01 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. 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 INA KEHL DESIGN ASSOCIATES Lw 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. E3, LOCKED AREA. `1' residential & commercial design * consulting PRACTICES. 2. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS, SUCH PC.Box 1675 phone: (631)433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New ft 11971 E-Mail: ssbn654@opfonIine,neI 3. 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC®formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMI 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or bette-. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6. a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 1 ,600,000 PSI A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH FID 825 PSI C. HEAVY DROP CLOTHS. REV. 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 11-25-19 8. a. Laminated Veneer Lumber ( .LVL): ACCUMULATION03-06-23 ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN E = 1 ,900,000 PSI 04-05-23 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv 285 PSI 4. NOISE AFTER HOURS: 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb 2600 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LI AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY, EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. GROUND WIND SEISMIC ----SUBJECT TO DAMAGE FROM WINTER i ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 llbs/scift 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. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: ALL ROOMS MEET OR EXCEED THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROPERTY ZONE OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. F RESORT / RESIDENTIAL TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENIN3 PROTECTION FOR WINDBORNE DEBRIS SHALL MEET(IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED THE 2020 RESIDENTIAL CODE OF NEW YORK STATE DESIGN CRITERIA OCCUPANCY OR USE LIVE EXCEPTION: FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. It 1� lb ll F PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/16 INCH (11mm) AVD A SPAN OF NOT MORE THAN 8 FEET (2438mm) NAILING NOTES: b SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. USES(s) AND OCCUPANCY CLASSIFICATION(s) APR 17 '2023 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-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 1`0VV1q CIFSOUI-Hau) RESORT / RESIDENTIAL R-3 HABITABLE ATTICS AND ATTICS SERVED 4TH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V., IS 180 MPH (290kps) OR LESS. 8301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS c,b,c,d PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION, BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS Acceptance of these drawings does not authorize the right to V B GUARDS AND HANDRAlLS d 200' FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL SECTION. build without the authorization of local governing agencies, such f < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1.1 ALTERNATE PROVISIONS as Suffolk County Dept. of Health Services, Town Building HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS 50 h NO. 8 WOOD SCI AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE Departments, DEC, FEMA, etc. Verify all conditions, codes, and a BASED ANCHOR WITH 2 16 10 8 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH requirements with such agencies prior to construction. HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES SO a 0a INCH EMBEDMENT LENGTH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. NO. 10 WOOD SCREW- 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PROJECT: HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) THE HIGHEST ROOF SURFACE 7000 SF. Y4 INCH DIAMETER LAGSCREW- 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) is -1 V-7" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 16 16 SILVER SAIPMN DS 2020 RESIDENTIAL CODE OF NEW YORK STAIRS 40c INCH EMBEDMENT LENGTH I I I S TA TE. I 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 M01"EL FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,,t and a 45-foot mean roof height. PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES TOTAL HEIGHT FROM RIDGE TO GRADE Max 13'-6" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH 645 mm? 1 POUND 4.45 N, bFasteners shall be installed at opposing ends of the wood structural panel. OF NEW YORK STATE. 1300 SILVERMERE ROAD . a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD Fasteners shall be located a minimum of 1 inch from the edge of the panel. APPLIED OVER A 20-SQUARE-INCH AREA. bUNINHABITABLE 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 2018 International En"r y Conservation Code (IFCC) GREENPORT, NY 11944 LUMBER SPECIES AND GRADE . the building frome. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors SECTION R503 ALTERATIONS PLATO'S HOUSE 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 R503.1 General Alterations to any building or structure shall comply with the requirements of this code for new construction. Alterations shall be such SCTM # 1000-47-02-12 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECT TO COMPLY WITH CHAPTER OF THE REQUIREMENTS OF THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, 2020 ENERGY CONSERVATION CODE OF NEW YORK that the existing building or structure is not less conforming to the provisions of this code than the WHICHEVER PRODUCES THE GREATEST STRESSES, existing building or structure was prior to the alteration, d, A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSER'IATION CODE OF NEWYORK Alterations to an existing building, building system or portion thereof shall conform to the provisions of this code as they relate to GENERAL NOTES Projects shall comply with one of the following: AREAS OF STRUCTURE e, SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. 1. Section R401 through R404 new construction without requiring the unaltered portions of the existing building or building system to comply with this code. 2. Section R405 and the provisions of sections R401 through R404 indicat±d as "Mandatory" NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 3. The energy rating index (ERI) approach in Section R406 Alterotl'ons shall not create on unsafe or hozardous condition or overload existing building systems. Alterations shall be such that the NEW FINISHED BASEMENT NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED existing building or structure does not use more energy than the existing building or structure prior to alteration. Alterations to NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE 8402.1.2 aexisting buildings shall comply with section 8305.1.1 through R5012 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR 1761 sci.ft. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN b CUM WOOD FLOOR BMEMEW c qM d THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CMATE FENESTRATIONMASS CRAWL SKYLWT GLAZED PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE -FA b 113-FACTOR FENESTRATION PWALUE FRAME WALL WALL PWAILUE WALL R-VALUE SPACE R503.1.1 Building Envelope. 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 sme b,e PWAUX PVAWEI RNALUE A DEFTH PRALLIE DESIGN PROFFIESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW BALCONY NA THE PLANE OF THE TRUSS 4 E)(CEPTBuilding envelope assemblies that are part of the alteration shall comply with Section R402.1.2 or R402.1.4, Sections R402,2.1 through UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20 OR 13+5h 1 8/13 19 10/13 10,2ft RA402.2.13, R402.3.1, 8402.3.2, 8402.4.3 and R402.4.5. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(c) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: For SI: = 1 foot = 304.8 mm SEAL: DATE: ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less [XCEPTIONS: The following alterations need not comply with the requirements for new DECEMBER,14 2021 NEW GARAGE ADDITION NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: ATTIC (GARAGE)(a) NA NOT LESS THAN 30 INCHES R-value specified in the table. construction, provided that the energy use of the building is not increased. EX. UTILITY ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. 1135-2022 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN Vr C; 1,,. J/ I,- P DRAWN BY: EX. 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 0" interior of the basement wall. 1. Storm windows installed over existing fenestration. C(). BDK EX, OUTDOOR SHOWER NA 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 ilhe home or R-19 cavity insulation at the 2. Surfaced applied window film installed on existing single pane fenestration CHECKED BY: EXISTING DECK NA ion MEMBER DEPTH. NEW DECK NA interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the 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 assemblies reducing solar heat gain, provided that the code does not EX. COVERED DECK 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 at the interior of the basement wall. require the glazing or fenestration to be replaced. COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. SHEET NUMBER: EX. COVERED FRONT PORCH 236 sq.ft. 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 COVERED ENTRANCE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to 3. Existing ceiling, wall or floor cavities exposed during construction, provided ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED In. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab UNDER FEDERAL COPYRIGHT LAW. POOL HOUSE/ CABANA NA that these covil:Ies are filled with insulation. G 1 SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PLANS MAY NOT BE REPRODUCED WITHOUT ACCESSORY STRUCTURE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved 4. Construction where the existing roof, wall or floor cavity is not exposed. WRITTEN AUTHORIZATION. I IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved (a) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than on R-volue of R-19. 5. Roof recovered. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: OF (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation 6. Air barriers shall not be required and roof replacement KEHL DESIGN ASSOCIATES, LLC. plus R-5 continuous insulation. where the alterations or renovations to the building do not include THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE i. Mass walls shall be in accordance with Section 8402.2.5. The second R-value applies when more than half the PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN KEMDESIGN-ASSOMTES,uc insulation is on the interior of the mass wall. alterations, renovations or repairs to the remainder of the building envelope, PROOF OF PURCHASE. SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION ,t,' � y� USE A MINIMUM OF i, TWO 8d NAILS THIS MTS 2 0 L T S 2 0 2 PROVIDE (1) HGA10KT ON SIDE OF TRUSS. SIDE OF CEILING JOIST ' ���. � FASTENERS ° _ ', LtJ'' ��%; ALLOWABLE LOADS LOAD „ I;. i � LATERAL MODEL GA UPLIFT UPLIFT CODE WITH TOTAL FOUR o (133/160) 8dx1}" 8d NAILS AND ON SIDE OF RAFTER NO. TO AVG REF. ` RAFTERS/ TO TO ULT NAILS INTO TRUSS. o° i PLATES STUDS (133) (160) F F2 (133& STU TRUSS �"- � � �ii�� ° r�+.� i SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTIONTAK UP_ WASHER m H R -_ E H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES PROPER INSTALLATION PROCEDURES i residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) o TWO o ARTg"x12 ° P0.Boz 1675 phone: (631)433 9084 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS o ,• MODEL GA 2NID N0. MAX. CLEAR ULT. EFTA LFTA REF. INTO 'mo o ' '• Southold,New York 11911 PLATES E-Moil: ssbn654@optonline.net WIDTHSPAN L QTY DIA 1" 2" 24" 3" 31" 11" 2" 2h" 3" 3}" o EIGHT 8d NAILS INTO S P 4 Kehl Design Associates,LLC°fo me ly D A K Associates,LLC LFTA 16 2J" 17" 38j"16-10d — 4200 1205 1400 5, 44, 85 STUDm �� ��hT //.,�J" //%%%�/////•x"-/77//%77- '7/ ° OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / SO. PINE ° FASTENERS 2 AVG 10d 10d x 112" CODE °o ALLOWABLE UPLIFT LOADS" MODEL L These drawings and specifications including the NO. ULT. REF. LFTA ° ideas, design and arrangements represented 1od tod x 14" L_S TA 21 therein, are the property of KEHL DESIGN (133 / 160) (133) (160) ASSOCIATES, LLC. No part thereof shall be Do Simpson Strong—Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 13116 1000 840 1000 3, 41, 128 ° °° Do HGAvT10 with any work or project other than for which o they have been prepared without written consent. MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ARTJ-x12 DETAIL "K11 LST20 20 12-10d 12-10d x 11' 2383 775 720 720 3, 41 CNW- ° REV. COUPLER NUT DETAIL "E" ° STU 8 8"— 11-25-19 DOUG-FIR-LARCH Equal number of °° SIMPSON 03-06-23 SO. PINE CODE ^ 04-05-23 TYPE OF DIRECTION ALLOWABLE LOADS REF. Specified nails In ° TAKE—UP WASHER MODEL CONNEC- OF LOAD FLOOR ROOF (133/ each end NO. TION (100) (125) 160 1'. Simpson Strong—Tie G 515 645 670 CS165 LTP4 5 J 515 645 670 6, 39, 97 A R T8 X 1 2 H 515 645 670 DETAII, "H" MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOEDOWN ART`-x12 DEFLECTION DEFLECTION CODE MODEL STUD AVG LENGTH OF BOLT 2.3 AT HIGHEST REF. MACHINE AT HIGHEST NO. BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE HB SB W H B SO CL DIAS,s DESIGN LOAD DESIGN C GA GA WHEN RAISED OFF o � QTY DIA 1}" 2" 22" 3" 32' 51" LOAD THE SILL PLATE 0 o HD2A 16 12 4a" 21" 2J" 8" 2A" J" 1 r 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43J82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. W L STUD PAV LATE ULT. DF / SP CODE II (133)2 (160) REF. SP4 3{" 7J" -10d x 1i" — 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° N0. GA y I_ NAILS FLOOR (133) (160) REF. 0 100 WORK NOTES: LSTA21 20 11" 21 16-10d 905 1205 1295 7, 40, 90 00C, MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N D GA W l- NAILS 100R (133) (160) REF. Simpson Strong—Tie STU 8'— MSTA24 18 1"' 24 18-10d 1 1025 1 1370 1640 7, 40, 90 TOTAL NAIL ALLOWABLE TENSION LOADS CODE LUS46 SIMPSON MODEL FASTENERS NO. (LENGTH END GA CUT LENGTH (TOTAL) 2 SPACING REF. HD2A TAKE—UP WASHER L (100) (133 / 160) OC. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie C516 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1 1650 2115" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS DN. DOUG-FIR ARCH 0 PIN AL WA A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA w H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F'f 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. DETAIL "I„ C N W- LUS46 18 3A" 4J" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 14 3g" 9A" 2 COUPLER NUT HUS210-2 8_16d 8-16d 6076 1755 2105 1650 — 1900 2065 1, 36, 84, 122 ARTJ'x12 5••- -FIR LARCH/SO../SO.. INE ALLOWABLE A STU 8 MODEL FASTENERS UPLIFT LATERAL CODE UPLIFT (133/160) REF. SIMPSON TAKE—UP WASHER No. ULT. Acceptance of these drawings does not authorize the right to TO RAFTERS TO PLATES TO STUDS (133) (1 so) F F2 HGA1DKT 14 4-SDS41"x14" 4-SDS4"x3" 1523 435 435 1165 940 160 build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and USE A MINIMUM OF SP4 requirements with such agencies prior to construction. TWO 8d NAILS THIS SIDE OF TRUSS. CNW- COUPLER NUT SP4 PROJECT: TOTAL FOUR SE A MINIMUM OF ANCHOR BOLTS ' IN NAILS TWO 8d NAILS THIS STU LS TA 21 INTO TRUSS. SIDE OF TRUSS. MTS16 MTS16 SIMPSON SIMPSON 8 TOTAL FOUR /• O HD2A TAKE-UP WASHER 0 Strong—Tie INTO TRUSS. L S T A 21 HUS210-2S I L ;� K %3Aft a DS ""' %03 IM ° ® MO TEL TWO o F1 8 AILS TO PLATES °°° TWO ° 1300 SILVERIVIERE ROAD 8d NAILS 8d NAILS INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES °mo H7 EIGHT CD GREENPORT, N1( 11944 / NAILS INTO ® DETAIL "D" DETAIL "G" DETAIL "J" PLATO'S HOUSE IN 'p STUD Simpson Strong-Tie H7 Simpson Strong Tie LFTA RODSYSTEM DETAIL "L" SCTM # 1000-47-02-12 LFTA EFTA DRAWING TITLE: Do Ridge Strapping LSTA30 NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS °°°° ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD BP ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 3't FLOOR II st FLOOOR THROUGH R II II F 11 1st FLOOR 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. STRONG-TIE DETAILS sROOF ROOF 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. I 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF DRAINAGE '• 2•' 2'• 2" 3" ROOF AREA = 2306 sq/ft CALCULATIONS AND '. 3 3" 3" MASTER WTtROOM BATHROOM BATHROOM •,2., 3 • BATHROOM V = A X R X C PLUMBING RISER D I AG RA M : . LTP4 2.. 3. „2.. 2.. 3. 2.. 2.. 2 3. 2.. I st stFLOOR P77 A = 2306 sq/ft '' ••' °' LTP4 FLOOR .. I• 2 3•• 2 2 3^ 2" 2" 3" 2 2" 2" 3•• 2' R = 2" RAINFALL - .17 ft LTP4 3., � • 3" C = COEFF. = 1.0 NOTEs: DETAIL "C" �� V - 2306 x 1 X .166667 = 384 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ABOVE GRADE 6 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong—Tie o o c O O• PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 4" F.A. VENT 6"�� �f TO GREENPORT VILLAGE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL B Floor—to—Floor Connections Ridge Strapping C.o ABOVE GRADE SEWER SYSTEM 384 / 42.25 VERTICAL FT. / FT = 9 V.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4Detail TO GREENPORT VILLAGE USE (4) 8' DIA. POOL 4—O DEEP = 12.0 V.F, UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong—Tie SEWER SYSTEM OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor—to—Floor Connections PLUMBING RISER DIAGRAM (NTS) 384 / 22.3 VERTICAL FT. / FT - 17 V.F. SEAL: DATE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY USE (5) 6' DIA. POOL 4'-0" DEEP = 20 V.F. PROJECT NO: BER, 04 2022 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 1135-2022 ` DRAWN BY: NO SUBSTITUTIONS LOADS,301.1 APPLICATION INCLUDING DEAD BUILDINGS ADS, LIVE LOADS ROOF LOADS, FRTS THEREOF SHALL BE LOOD LOADS, SNOW L.OADS,,NSTRUCTED WIND LOADSOANDFELY SE SMICPLOADSORT ALL AS POOLS TO BE PLACED ON OPPOSITE SIDE OF Cj����, J. ��-; BDK All framing hardware shown on these plans, PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS HOUSE AND/OR LEADERS TO BE PIPED TO OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE C ECKED BY: unless otherwise indicated, is Simpson Strong—Tie. POOLS (1/2 OF THE ROOF TO DRAIN TO EACH '� '" .'� '��� TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS r' I;i' :1' No substitutions are approved or authorized. AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC SHEET NUMBER: Due to the relationships of framing hardware to SECTION. SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). the other components of the structure, any framing R301.1.1 ALTERNATE PROVISIONS �� hardware substitutions will render these plans AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE f f^ pct t';',`" null and void, and will result in the installer contractor LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA assuming responsibility for the design and THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WHERE TRAFFIC IS TO BE PRESENT. performance of the entire system. DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) IF A MULTIPLE POOL SYSTEM IS USED AROUND THE 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL FOR ONE—AND TWO FAMILY DWELLINGS (AISI-5230) (D KEI-IlrDESIGN•ASSOMTES, uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) BE DIVERTED TO EACH POOL. . ori, ,� :• �i%/�,., i ,'i'' '"j, s. .. •��.: .j;, j/ �O/ s/ * i..�i-,%%ic✓;iii,..... ,,,�"�/" i ll.,r d �w � 1 12'-04 12'-0"' 18'-71 12'-1" ----6'-2 _5 To"' 3'-24" 5'-52" 3'-44" 5'-10" -6 " -3" 3'-44" -4 " 3'-44" KEHL DESIGN ASSOCIATES residential & commercial design . corsulting ! DECK TO DECK TO DECK TO DECK TO PO.Boz 1675 phone: (631433-9084 BE REMOVED I BE REMOVED BE REMOVED ;BE REMOVED Southold,New York 11971 E-Mail: ssbn654aoptonline,net I I I i I Kehl Design Associates,LLC a formerly D A K Associates,LLC I I 1'-3 "��T�//��i/�y.�._�/�//%%%%�"'i--'i;%%%/�.,,/. / ja;�iii/i�'r�••^/fir I I I I I I I I I I OWNERSHIP & USE OF DOCUMENTS: I I I I DECK TO /— DECK TO These drawings and specifications including the I I BE REMOVED I I I BE REMOVED therein, are the property of KEHLideas,deas, design and arrangements re resented I • I I ASSOCIATES, LLC. No part thereof shall be �j copied, disclosed to others or used in connection DECK I DECK DECK with any which they have been orproject than ior I I I Y prepared without written consent. I I I I I 5040 5040 5040 5040 1 ,,, - - - - - - - - — REV. - - - - - - 12 -1 11'-4„ 11-25-19 I 1 2" ! 5 03-06-23 p I 12'-3" 04-05-23 04-20-23 DINING -5'- -4 " o AREA BLDG #23 DECK DECK TO ' 00 BE REMOVED r I I N DECK TO BEDROOM N I REMAIN BLDG #24 - - - - - - - — BLDG ' /�24 7'—6"—�('3'—92' I Lr) 177- I , - - - � - I DECK TO o BEDROOM ' N BE REMOVED I 5, 3'-32" 8'-02" DECK DECK TO ° I °' KITCHEN 6 I E �� �� 4040 BE REMOVED N N 42" boss To. DECK ^�I� COVERED PORCH 7'-12" 22'-92 ')n tocl<ouT oo � I WORK NOTES: CD I} DOOR N OI - - – – – – - - DECK 44„�� 7'-12 CL. ;N Y, 1 1 „ F 00 REF 7 O 2868 2668 4' N 5' = 1 LIVING �� W - - - - - - - - ” N 2,. Z I � Mo `° ROOM T 4,� Q � w �, O o - - - - - - �� DECD TO -6" BLDG #23 � Q o ��� 11'-4" �,CL "00 Q z O I 2668 2668 U mXv BE REMOVED W I 2 - 0 o I r LL 7'-102„ a rn - - -- - - - - o I O �„ - - - - - - - - 2'_2" 3.-14., 3,_24„ No I M BATHE 44 " —'(— r, � r soao 15'-8" BATH i " SIN — - - - - '-9" DECK TO 4,03,1 iq J. 11 -73" 3 -1 BE REMOVED , 226$ , 4 � 42„ � �� 4�„ 8'-54„ 44„ ao 2668 N N DECK IN U BEDROOM 11'-4" 4 " o O co ENTRANCE i' "' a i' co BLDG X23 - - - - - " N BLDG X23 00 co � 5 ' o N N " i LJ �' Acceptance of these drawings does not authorize the right to �' � w N build without the authorization of local governing agencies, such 2' 3" 42" 52 BLDG #24 o �' as Suffolk County Dept. of Health Services, Town Building BEDROOM 7'-6" BLDG #2 3 1° -84" N BEDROOM o BEDROOM Departments, DEC, FEMA, etc. Verify all conditions, codes, and cl requirements with such agencies prior to construction, - 2ss o - - - - - - - - IN 2 ' �N 4640 4640 �� 3030 j �N co� I I I N �� 00 N °' PROJECT: a Ln v GL. I I I r N N 42 -44„ 2 I SIL"Em" ih! ut� 3I 4 - – _ —_ _ – 5030 I I I 410410111 DECK TO COVERED PORCH-11 T_ Is, E L REMAIN I DECK TO TO REMAIN BE REMOVED o I I I I 1 DECK Mo 2'-114"— 5'-54" 3'-1" 42" 1300 SILVERMERE ROAD 2" 2068 I 2068 GREENPORT, NY 11944 EXISTING FLOOR PLAN ; = BLDG X25 5' � 0 PLATO'S HOUSE SCALE: 1/4"= 1'-0" � z GL. 4 " N 4 " CL. I , Q SCTM # 1000-47-02-12 ' I ' = DRAWING TITLE: 0 WALL TO REMAIN COVERED o � � 4040 WALL TO BE FILLED-IN PORCH I I w o I I I PLANS FOR I LO I I > �- I I I I PLATO'S HOUSE WALL TO BE REMOVE REMAIN I 0 I ► AS NOTED I I -04"— -6'-24" NTHE E PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 12'-3" DESIGN PROFESSIONAL WIDSE 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 PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR -2" -24" 4'-3 " -4g�" -8g" w'-6 " 5'-5g" 2'-44" -84" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 12 -44" 30'-32" 12'-1" EXISTI 'lk\I' G FLOOR PLAN FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. :SEAL: DATE: 54'-94" SCALE: 1/4"= 1'-0" OCTOBER, 04 2022 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE PROJECT NO: ter— - �� Q;A i' 1135-2022 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL ��� �:;., �"+.� DRAWN BY: . LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS O�tx �;' BDK PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS Xl OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE -,�=�, ;1, C ECKED BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS , AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS "' �-.: .... z.. SMiEET NUMBER: COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. F 051 4 SECTION. R301.1.1 ALTERNATE PROVISIONS ; ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ,; Al n AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE I APR 2 2023 ?. �' v UNDER FEDERAL COPYRIGHT LAW. �`ESS1 1 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH I I PLANS MAY NOT BE REPRODUCED WITHOUT THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. ' ;"•J{,;u,i!(�T 1Jiti+t� r',i' WRITTEN AUTHORIZATION, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM)C ) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOCS NUMBER: OF 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. FOR ONE-AND TWO FAMILY DWELLINGS (AISI-5230) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEU—DESIGN•ASSOCIATES, uc PROOF OF PURCHASE. r i i- rr.- /�/ Ex. Ridge Vent ,/�z,54'-84 Ex. 2x6 Ridge r 11'-114 12' 18'-8 >, 12'-0 „ 4 CDX Gusset Plate Ex.20 Rafters — 24"oc. Ex. 4" CDX Roof Sheathing 12 Ice Ex. GAF Arc®ectu aldRoof Sh ngles 7Water ShelKEHL DESIGN ASSOCIATES I 4” CDX Gusset Plate residential & commercial design . consulting I ® Simpson Hurricone Tydowns 2x6 Collar Ties 16 oc. Ex. 2x6 Rafters — 16"oc. I 0 1x6 Azek Fascia x elina Joists R-49 Insulation P0.BOX 1675 phone, (631)433-9084 Ex.Vented Soffit R-31D Insulation R-30 Insulation Southold,New York 11971 E-Mail: ssbn654�optonline.nef Ex. 2 2x8 Header 5 I I I 10" Conc. Filled Sona Tubes on Ex.(2)2x4 Top Plate g Type At 28" Big Footing Conc. Footings — — — — — — O T e "X" Fire—rated Sheetrock — — — — — 0 Min. 3'—D" Below Final Grade B 3" 103 Ex. q Exterior Sheathing = Kehl Design Associates,LLC formerly. D A K Associates,LLC Blue Skin House Wrap or Equal °"' /%%ji/ Ix Azek Post Wrap Ceclor Siding CD OWNERSHIP & USE OF DOCUMENTS: 2x10 AC— Girder 2x10 AC_ Girder 40 ACO Post 2x4 Stud's 16"oc. These drawings and specifications including the I a 103 Simpson Hurricane Tydowns R-15 Insulation m ideas, design and arrangements represented C E (2)2x4 ACQ Sleepers therein, are the property of KEHL DESIGN 103 (3)2x6 ACQ Girder ASSOCIATES, LLC. No art thereof shall be Wood Decking R-21 Closed Cell 3„ P o 7-4x4 ACQ Post (2)2x6 ACQ Girder Pocking Ex.4 Subfloor Sheathing copied, disclosed to others or used in connection ° on Simpson ° Insulation P 1x6 Azek Skirt Board 2x6 AC F.J. @12 oc. o CN Post Anchors with any work or project other than for which � �Existina 2x8 16"oc. to remain I they have been prepared without written consent. I @ � @ @ 2x6 AGO Plate Simpson Hangers Anchor Bolts 2x8 ACQ House Bm. o NEW DECKo„ REV. oX 700 11—25-19 N I 00 TO REMAIN oc L � 03-06-23 28" Big Footing Conc. Footing 04-05-23 Min. 3'-0" Below Final Grade x 103 0 2 w A —8 2 l (3)2x8 Flush Bm (3)2x8 Girder _ _ _ 2x8 ACQ Huse Beam _ — — — — N o— — — — CROSS SECTION rA I N 1 16"x16"Con c. I Pier with SCALE: 1/4" 1' (2)#4 Rebar E.W. = -0" 52..I I 1 a 0 1 °a EI No o f I Ex.Ridge Vent ° ° I I I _,,lExisting 2x8 @ 16"oc. to remain Ex.26 Ridge v A �D I Shower Existing n UO IF 'o Above C o 1 6"x16" CMU. o 00 w 1 I Tub E o Block Piers E 1„ Above 1,. ,n a E a on 4 —92 1 Existing10'-8� Ex. 2X4 Rafters — 24"oc. 30"x30%8" @ I 8"Conc. Ex.4" CDX Roof Sheathing o o Conc. Footing o „1 4" Wall on Ice and Water Sheild0 2'-6' 2'-6' 16"x8" Ex.GAF Architectural Roof Shingles �( �( 4' WORK NOl ES: ° I °° I °° I I Conc. i ` ` I 4' CDX Gusset Plate Abo _ — I Pier !\ C`1 J Ex.2x6 Rafters — 16"oc. Simpson Hurricane Tydowns bove� (3)2x8 m 1x6 Azek Fascia x CeilingJiists —49 Ins�lat on 1x6 Azek Fascia m Ex. 4)2x8 Girder _J Ex (4)2x8 Girder L_J Ex.(4)2x8 Girder Flush Girder I Ex. Vented Soffit 01 0 00 I Shower o Ex.(2)2x8 Header----/ Ex.(2)2x4 Top Plate 'C N Exist ng N co N E ° Tu ala Above 9 Q8"x16" CMu. I I °�I< c Ab vel 1 Ex. 4" Exterior Sheathing Q o C Block Piers N C N C -Co I on — E I Blue Skin House Wrap or Equal 0 30"x30"x8" n N 3 °X ( I I Cedor Sidin Li Conc. Footing w Xno N L 111 7'-4" 7'-11" 7'-4" xIo ° '-9 1 I Ex.2x4 Stud's 16"oc. $" Type "X" Fi aied Sheetr ktH __1Existing 2x8 @ 16"ac. to remain — I _1 Existing 2x8 @ 16"oc. to remain R-15 Insulation m L N a_ o Simpson Hurricane Tydowns I� w 9 I I 3 2x6 ACQ Girder )2x4 ACQ Sleepers �,. O Ex. SubFloor Sheafhin o /17� @ (2)2x6 ACQ Girder Packing Wood Decking R-21 Closed Cell q I Insulotion C bov 1x6 Azek Skirt Board x6 AC F.J. @12 oc. a m ` I 2x6 ACQ Plate Simpson Hangers Anchor Bolts 2x8 ACQ House BIT. 011 L 12'-74" cO 30'-0 " 12'-0 " 28" Big Footing Conc. Footing `t (2)2x6 ACQ Min. 3'-0" Below Final Grade Flush Girder " - - -- — � Acceptance of these drawings does not authorize the right to CROSS S B build without the authorization of local governing agencies, such t _ as Suffolk County Dept. of Health Services, Town Building 03 " Subfloor o N „_ „ Departments, DEC, FEMA, etc. Verify all conditions, codes, and / Lo _ _ _ _ _ _ SCALE: 1/4 - 1-O 0 requirements with such agencies prior to construction. Q PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH /Existing 2x8 @ �� L_ co THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 16"oc. to remain x Ex.(4)2x8 Girder C Q G PROJECT: Existing `� Ex. 2x6 FJ Ex.Ridge Vent A s"xis"Piers _o ALL HEADERS ARE TO BE 10 Block Piers I x v @ 16"oc. to Ex.2x6 Ridge 30"x30"xa" r� 5'-94" remain I l (2)i 4"X 71" LVL UNLESSLVaft 0 ow"' Existing Conc. Footing N OTHERWISE NOTED Ex.2x4 Rafters — 16"oc. S 3" PC. Slab I I AI Ex.43" CDX Roof Sheathing Existing Ice and Water Sheitl 16"x20"x8° 2" Poured Conc. NOTE: PROVIDE FIRE BREAKS Ex.GAF Architectural Roof Shingles Conc. Footing Slab in Crawl — - - - - — AS PER ®Simpson Hurricane Tydowns �� MOTEL KN 2x6 ACQ Space THE 2020 P-49 Insulotl n I @ 1 2 oC. j ®1X6 Azek Fascia log Insulation BafflesQ PROVIDE HURRICANE STRAPPING Ill ACCORDANCE WITH 1' °' RESIDENTIAL CODE OF Ex.Vented Soffit� Simpson Hurricane Tydow s® 1x6 Azek Fascia 5'-1 1" 4" NEW YORK STATE Simpson Hurricane Ex.Vented Soffit THE 2020 RESIDENTIAL CODE OF NEW YORK, STATE I � � Ex.(2)2x8 Header Tydowns 1300 SILVERMERE ROAD 4x4 Simpson Post (2)14"z74" LVL Header Ex. (2)2x4 Top PI to Anchor Ex.4" Exterior Sheathing- BATH GREENPORT, NY 11944 E(2)lRS ARE TO BEEXISTING FOUNDATION PLAN "Gale. BoltsLVLUNLESS lp BWep or Equal 1PLATO'S HOUSE x Azek Post Wra Wra or E ualMSE IN SCALE: 1/4"= 1'-0" 1 4x4 ACO Post Bolted 02 4x4 ACQ Post Ex. 2x4 Stud's 16"oc. Cedar Siding to 8" Conc. Filled Son SCTM # 1000-47-02-12 a' c Tube on 22" Big Foot Simpson Hurricane Tydowns R-15 Insulation(D R-15 Insulation NOTE: PROVIDE FIRE BREAKS 0 WALL TO REMAIN too _� Footing (3)2x6 ACQ Girder " Type "X" Fire—rated S eetrock DRAWING TITLE: (2)2x6 ACQ Girder Packing Ex. Wood Decking Ez.4" Subfloor Sheathing Ex,2x8 Box Beam PLANS FOR AS PER E Existing 4" THE 2020 WALL TO BE FILLED—IN I a Poured Conic. Q m Slab To NOTES: 1x6 Azek Skirt Board x.2x6 ACQ F.J. @12 oc. x.2x6 16"oc. Flonr Joists Ex.2x6 Sill RESIDENTIAL CODF OF r7 C7 NEW YORK STATE — _ R-3o Insulation Ex.Anchor Bolts C _ _ WALL TO BE REMOTE cx U m Provide Insulation Baffles as required at Soffit PLATO'S HOUSE Q D Locations to Provide for proper attic ventilation 2x6 ACQ Plate Ex.2 PC. Slab = I Anchor Bolts AS NOTED ® Provide Insulation in all Flat Ceilings as per N � 2018 IECC CC International Energy Conservation Code D" �EX.8" CMU. Foundation 2 ® Ice and Water Shield to be used Beneath any damaged roof Ex.16"x8" Conc. Fig. 2x6 ACQ shingles or areas of repair on the roof Min. 3'-0" Below NOTES: @ 12"oc. ® Provide Simpson Tydown or Hurricane Stropping to the rafters 28" Big Footing Conc. Footing Final Grade. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE at all locations of the Interior that are Exposed during the Min. 3'-0" Below Final Grade DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE �N removal of mold or deteriorated interior surfaces. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL I CE Im Provide 1x6 Azek or Equal to all locations of the fascias that FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE are repaired due to Mold or Deterioration. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR I � � UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT I ® Blue Skin House Wrap or Equal to be Used Under Siding far All FORMALLY ACKNOWLEDGED AS REVISICIJ TO THESE PLANS, 4x4 Simpson Post :3Locations Repaired CROSS SECTION 0 Anchor cx = m Remove and Replace any Insulation that shows signs of mold SEAL: DATE: or deterioration with R-15 Insulation SCALE: 1/4"= 1'-0" "Gale. salts � O OCTOBER, 04 2022 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 1 ® Remove and Replace any Siding that shows signs of deterioration PROJECT NO: with New Cedor Wooden Shingles - 02 4x4 ACQ Post Bolted /1. ;z ;.:r 1135-2022 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL c� to 8" Conc. Fined Sona I ® Remove and Replace any Sheetrock that shows signs of mold DRAWN BY: A -C Tube on 22" Bi Foot A .�� LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS :� 0 Footing g 102 or deterioration with New g' Type "X" Fire—rated Sheetrock p�"x' U u0, BOK PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS N Existing 4" * `-,( r OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE I Poured Conc. ='�• "^! =t= CHECKED BY: Slab TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS v Iris E•, ;� AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS Q„ 2x6 ACQ SECTION. @ 12"oc. SHEET NUMBER: N © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. w a' R301.1.1 ALTERNATE PROVISIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED Al 02 ;, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE UNDER FEDERAL COPYRIGHT LAW . LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS MAY NOT BE REPRODUCED WITHOUT - THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WRITTEN AUTHORIZATION. ' - 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 4'�'-94" 12'-3" ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: of 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD 18'-9" KEHL DESIGN ASSOCIATES, LLC. FOR ONE—AND TWO FAMILY DWELLINGS (AISI-5230) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEMDESIGN•ASSOMTES,¢c PROOF OF PURCHASE. 1r 4 1, %/ /�..�i,///„",%/ii 12 -04 12 18 -82 12 -02 -- / ��/` 1 / / � ,,. i/ — Wil/ -2" 5'-104” 3'-21 -52 3'-44" 4'-lOq 4'-5g 4'-52" 4 -104" 3'-34" -42 3'-44" ��'g; YJJJj _IT'r EIDl�3t � 1 1 1" 1 1> 1 3 3 G - - I 1 103 I I I 103 244GW5040 244GW5040 KEHL DESIGN ASSOCIATES LLC — — — — — — — — 244GW5040 244GW5040 �3'—6 I I I ?� I No Rail Required if Deck is Less Than residential & commercial design . consulting 30" Above Grade _ 12x6 Rafters 2x6 Rafters o „Ex. 20 Rafters 16"oc. with I „Ex. 2,1 Rafters 16"oc, with j 2A Rafters Beneath (Gusset 2z4 Rafters Beneath (Gusset I @ 16 oc. @ 16"oc. " C O Plated together) DIN N G Plated together) I I I P0.Boz 1675 phone: (631 433 9084 — 1 a � ARIEA "x6" Deckin 1B Southold,New York 11971 E-Mail: ssbn654@optonline,net t Cathed al Ceiling Ex. Ridge Vent 2x4 Ridge Tie-Down " BEDROOM #2 Ex.2x4 Ridge Kehl Design Associates,LLC III,formerly D A K Associates,LLC I x6' DeckingCathedr I Ceiling Ex,2x4 Rafters - 16"oc. Simpson Strong-Tie Screw �7""�"''��'%!/J'%j//' „Ex. 2x4 Rafters Wipe. with „Ex. 2z4 Rafters 16"oc. with Ex. 4" CDX Roof Sheathing OWNERSHIP & USE OF DOCUMENTS: 2x4 Rafters Beneath (Gusser 2x4 Rafters Beneath (Gusser 0 Ice and Water Sheild 12 Air Baffles (D "x6" Decking -----12 (2)14"x 91" LVL Flush Beam Sistered These drawin s and specifications includin Plated together) I Plated together) I I I Ex GAF Architectural Roof Shingles 9 P g the h B 8 Fl (2)2 ti xisng xusBeam� I a) Air Baffles R-30 Insulation to eideas, design and arrangements represented ® Simpson T Ex. 2x4 Ceiling Joists 16"oc. R-30 Insulation therein, are the property of KEHL DESIGN 2x6 Rafters 2x6 Rafters ydown 12 Sistered with 2x6 @16"oc. Air Baffles m ASSOCIATES, LLC. No part thereof shall be I I @ 16"oc. @ 16"oc. © 16 Azek Fascia 7� Ex,2x4 Ceiling Rafters 16"oc. copied, disclosed to others or used in connection A which "x6" DeckingR-19 Insulation ® they hhave beeany n orproject without twrittenorconsent. 1//, N Ex. Vented Soffit ®8" Type "X" fire-rated Sheetrock s" y prepared O o s Type X Fire-rated 2 2x8 LVL Flush Bm. Ez. 2)2z4 Top Plate 32 Sheetrock ® 3 ( ) Ex. Exterior SheathingREV. C - - - - - - - - ^ 8' Type X' Fire-rated Sheetrock loss To. �� 1 1-25-19 K I TC H N ° ® Blue Skin House Wrap or Equal N o Co EUOR ® Cedar Siding Bedroom #1 I 03-06-23 (2)1 "x74" LVL Flush Bm. DEx.2x4 Stud's 16"oc. 04-05-23 REF, ° 0 13'-5" I ° C 6 2868 POC. R-15 Insulation 0 Ex a" Subfloor Sheathing Ex.2x4 Shoe 'Ca _CD NExistjn R-30 Insulation 00 I F�> Q LIVING Ud L� @ Ex.2x8 Box Beamo Bo EX.2X6 $III Ex.2X8 16"oc. Floor Joists 0 I o '°' a R 0 0 M Q G� '� Q n = /C m: IEX.AnChOr BOYS FoamBox Beam— DE OR•o—,T BATH Ex. 2" PC. Slcb SD Z Spray Foam Box BeamEx.8" CMU.U x p Foundation 6[ X U) W U U , Ex.16"x8" Conc. Ftg.N N 00 to CO > Min. 3'-0" Below ATH Final Grade. @ in fists @ 16"0 a `l' 18"AFF. 244GW5040 y Q � 0 2)14„x74'. o o LVL Header Co eo 0o MO C u - /c o 14' ° DE oRWORK NOTES:QDR N �oe2668 00 V� as c-5 Q X N x —im N Co BO Q O v (0 Lower Cei ing / 6-ro CO BO � BATH -2 p o .� (0 Height of Closet�E OR p o /C o �n � �, �„x ca `~ to 86" A F. —' I 00 DE OR o_ ro N N — ow BEDROOM 3 co to CID Existing Ceiling Joists @ 16"oc. CROSS SECT101 A N Set at 8'-1 j"AFF. `D :� o � N Q) USCALE: 1/4"= 1'-0" BEDROOM #1 W/o �° �' W O L.� N tackable FIRF� L o EXT o 2)1_J"x 9," LVL Flush Beam Sistered _ 2$68BEDROOM #4 3 to existing (2)2x8 Flush Beam 3 3 244GW4040 C N > rico MIRY Mla N J O ooI I I Ubo i x o N Existing Ceiling Joists @ 16"oc. N 1'-021 Set at 9'-1g"ll AFF. 244GW4040 I I I 2� I A � I COVERED PORCH N S — i I I I I I I I A I I 102 I 1 102 Acceptance of these drawings does not authorize the right to 104 I I -2 rq build without the authorization of local governing agencies, such � PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH OS Suffolk oervces, own N U THE 2020 RESIDENTIAL CODE OF NEW YORK STATE County Dept. Health SiTBuilding oO of — Departments, DEC, FEMA, etc. Verify all conditions, codes, and IL requirements with such agencies prior to construction. -1 -14" -74" -9" -114" 6'-1" ALL HEADERS ARE TO BE - - - - - 12'-34" 30'-5' Li-1 = (2)1 a"X 7;" LVL UNLESS 'PROJECT: I— _ OTHERWISE NOTED 8 4 LLJ m o —L" 2'-,81 3'-2"- --3'-2" NOTE: PROVIDE FIRE BREAKS U 244FX4940 I AS PER ZJIL s R SAivD*S �� r J, - THE 2020 L1J -I RESIDENTIAL CODE OF c° "9 0 NEW YORK STATE T L B M0 Bench I Bf REFLECTIVE CEILING PLAN 1 � N SCALE 1/4"= 1'-0" N I 68 �' Draws Blow �xa O 22CC BO 2D68 1300 SILVERMERE ROAD — N GREENPORT, DIY 11944 /C 0 WALL TO REMAIN - - - - - o - - DE oR w WALL TO BE FILLED—IN PLATO'S HOUSE N - - - C WALL TO BE REMOVE SCTM # 1000-47-02-12 i NOTES; • —2" Q Provide Insulation Baffles as required at Soffit DRAWING IITLE: Location^, to Provide for proper attic ventilation PLANS FOR 0 Provide R-49 Insulation in all Flat Ceilings as per 00 N �o 2018 IECC International Energy Conservation Code PLATO'S HOUSE iv I I I 0 Ice and Water Shield to be used Beneath any damaged roof N shingles or areas of repair on the roof BEDROOM #5 AS NOTED @ Provide Simpson Tyclown or Hurricane Strapping to the rafters N at all locations of the Interior that are Exposed during the removal of mold or deteriorated interior surfaces. NOTES: o ,T, m Provide 1x6 Azek or Equal to all locations of the fascias that THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE I tTJ = are repaired due to Mold or Deterioration. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE �I O ® Blue Skin House Wrap or Equal to be Used Under Siding for All PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL 102 I O Locations Repaired FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE O Remove and Replace any Insulation that shows signs of mold DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR - - - - - - —� A or deterioration with R-15 Insulation UNFORESEEN FIELD COfJDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT N N FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. I W (D Remove and Replace any Siding that shows signs of deterioration with New Cedar Wooden Shingles ;SEAL: DATE: LLJ I > ® Remove and Replace any Sheetrock that shows signs of mold OCTOBER, 04 2022 `n I O or deterioration with New 8" Type "X" Fire-rated Sheetrock PROJECT NO: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE U 'C,- ; r ; r' , 1135-2022 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL DRAWN BY: LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS - - - - PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS BDK OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE ! ' , „^r CHECKED BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS 4i„ -9 ,. * ;, ,•,. ,1 4 4 AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS -2" 12'-3" w SECTION. SHEET NUMBER: ter'- • . c? © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. 94 r; r R301.1.1 ALTERNATE PROVISIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE UNDER FEDERAL COPYRIGHT LAW. `'''~ '�'"`''' \.t 1w 10. Al 04 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS MAY NOT BE REPRODUCED WITHOUT THESE STANDARDS, THE DESIGN SHALL CCMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: of • 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) KEHL DESIGN ASSOCIATES, LLC. 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-5230) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE • 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN ,© KEHUDESIGN•ASSOMTES, ue PROOF OF PURCHASE. .✓�/i /, ///��i 'Z�� /ji. ITHI I I II IL1L ,i I LJ 11 11 LLJ III LII 1 L 1111 L l I 1! LI • VU R DESIGN ASSOCIATES T,PIJUILLULUILL[C ! IIILIIILI jam\ _ -I 1 1 L�J ! ILLI 1 I L 11 ! L III IJ 1LLLJLILLLLI_ I LIf �I IL 1 j j� residential & commercial design • consulting I I 1 1 1 1 .JTllL LLL 1_ ILL� IIII ILII U l 11 1LJ1LL LL L�LLLWJ l_LI_LJJ_WI-LLLI_iLliLl-llJ1_!�!L1L! Ji LIILJJ�1_ 1ll1 WLLLJLIJllLL�W jam' \ � ®� I:Q�l LtiIL_> 4 J�LLL 1�LL 1L LLLLI AUL -`� �/ Ll i 1, LLLLLL1LWllU p j \�� P0.Box 1675 hone, (631)433-9084 -LLjjSouthold,New York 11911 E Moil; ssbn654@ optonline,nel Kehl Design Associates,LLC®formerly D A K Associates,LLC _1LIJ II�J_LLJ III IL_j1 Ll i OWNERSHIP & USE OF DOCUMENTS: lu_11 LLLLL11_LL LLLA LL I IIIIII IIILJ Th I u I�u '' LCL ese drawings and specifications including the It LLLL I I LI II LI I I II LI 1111ll ideas, design and arrangements represented ll LU _1_LLLLLhi IL LULL therein, are the property of KEHL DESIGN II 1 LLLLLLLLLI 1 ASSOCIATES, LLC. No part thereof shall be l-JIJ I�-LLLL�I.I o copied, disclosed to others or used in connection 111 ll_l l N L 1 J ILTJ_JL1111LLtL11LLLLLULLIII�LL1Jl�LI LJ LLWLIILL with any work or project other than for which JJ1ull1LL11 1I III III 11 III �I II �I II U I-1.1_1-LI1L� II 11 ll__LI_LLa1LLLJILLJLIJ1LJ11J11 ILL ILLI ILL IL L IL LLLIW they have been prepared without written consent. I�LI_LJ LLW1.1L! 11 LLllllLL1! Ll.11L1J 111 I L�LLJ lL 1!1-LLL-L-LL1L_11LL1L 1L1L1 LL 11 H U N U J 1JL1 LI u u J LJ IJ L J J V _1Lt-1 i1LL11L1Ld Il J LILLL 1 ��I LLI �L � L � 1111�L 1114 R E 11 -25-19 03-06-23 04-05-23 NORTH ELEVATION- NILJL111 11111111111111 L!Lw � I I u L� IIIIII SCALE: 1/4"=1'-0" LLLIU lI IIIIII LIII L 1 \ % IIII IIIIII �I II � I L.J II JII III II IIII � � \ LLI IIII II II III - I. �� %j L Il I �� ALJ LjJ I J LIJ Ll L1J LLL1J LI I A� I I U L111 IIIIII III �L�l j� y\\ i LLL IN y; 1�I 111 Ll IIII �\ LLLLJULL I LWJLllLL %, �llll1 I L I I LI 1 L L1 I I L 1 1 L L L_1LL JLWL11LL1 LLLL Ll �1 IIIIII IIIIII I I LI _LLL11L�LL1LL1 J1 LLL1 � LSL1111 III IILIIILIIILIIIIIIIIIIIIIIIIL� I I LL11LL l_LLLLLJ111LIJ L Lll L�Lll ISI I LI L Ll LLLJ WLLL 1 L1L Il- i _ IJ 1J_LllLLJlLLILiILLILL J 1 rA i LLII -WORK NOTES: 1 ` L 11 1J1L_LLLLILILW I LLJ L_LI 11 WLL I I ISI I-LluI _1 _LLL1LLh_U LL IL l I I III _ ILL LL1L Ll 11 1, LL-LdL I I I I I LI I_I IIIIII 1 IL 1L J J11J_ll_LLT1L1_LL LL1J LIJ LJLL II I� 11 1 tJ N I L Il LJ�L !L WLIIJIJIWULL L11LLL_LLLLL I 111 IIIIII JIIII �I II SII II II LI II IIIIII IIIIII 11 111 11111H 1111 11 Will 111111 11 SOUTH ELEVATION- SCALE: 1/4"= 1'-0" -IU L I II_W� I IJ I 1L LLI 11L11 I II 1I I LM-LI LLLU LM-111 1 _LL - LE J I LLLL1III I L1 LJ LLL11 I LI L1J I LLLL J-ll_I ii LLILL111 ! 1 1 11 11 11 VIII IIIIII L11 L L LL11MH LLLLLJ1U III 11 11 11 IIIIII I I II I Acceptance of these drawings does not authorize the right to Li lI�!LIl I I I I I I I I L_I I I I I LH I ' L1_I ! II LLl II LI IJ build without the authorization of local governing agencies, such I L 111 LJ ILII LL1J LI L1 I�1 L Ll LIJ LLllLIllI LJJ LLJ L1J LLI LJ L�LLJ ILLI U I I� L I IL as Suffolk County Dept. of Health Services, Town Building 1JLI ILLIILLI_ILJ_LI1L1J I ILII I ILII Illi1L1LL1lLLl 1LJ�ILLJ�JJJJI I II II III LII I'll IIIIIILLLLi I I I IDepartments, DEC, FEMA, etc. Verify all conditions, codes, and LLiILLLLLLL1. requirements with such agencies prior to construction. LLIU LMAILLILLLLEllI I II I LLJIILLLI L1LLI L1LL I I I I I I I I LJlllll LI�LIJ I I I LL LLLL LLJ L� LLJ 111 LL1 L11 I LJ Llf I LI I � I I I I h Ll I LJ I LI � LI I I S PROJECT: 1 1 1 1 1 LL L I I L ll I LJ W I L L Il LI LL 1 11 ILII III LI LLl I LL11 IIIIII LI IL-fl 1 I 111L1I 111 i lLI L LIJ L II LLL! LL JIIL 1L1_U- ILJJ LLL I L L 11 1 ]_ I! I LJ I I I I I I I I LL11 L I I_ I III III IL J LL I I LLLL J1JJ 11 I LLJJ I I_ ILLI LL I L V LL SILVEF' SARDS LLiIJ J_LLL1LL L LJLLLI l—LLILLJ1LllLLLILLLL I I LLI IIIIII IIIIII III IIII I L11LL11 IIIIII Li I JiJL LJ I I I I III L I I L_J1 I I� S I I llJLJ11L11�llL11 I I I I I I III IIIIII LI I I EL I_I;_I I I I ILL I I I I I I I I L I I I I�I I I I I I I I LIL_IIILLLLLJ_LLLLI LLL LLll1 L I IL_L I I L I I I Il J I I IIIIII IIIIII IIIIII I I L LL LL Ila L L 11y1 L ILULLI�LILLIIJ IIIIII J J1L LLJL-f I �I II ILL ILIL ILI II II ILI IUI II IUI II IUI ILH ILLII ILL ILII LI II it I II LI 11 LU I ILII ILL IIII I I I I i � I 1300 SILVERMERE ROAD GREENPORT, NY 11944 1 1 F71 II PLATO'S HOUSE SCTM # 1000-47-02-12 WEST ELEVATION DRAWING TITLE: SCALE: 1/4"= 1'-0" ! = \ __ PLANS FO R I i% \ PLATO'S HOUSE IIIIII IIIIII I I I_LI I LL11 JLILLLLlJ11 LLLULI lu) �u I Jlllll �- j � 1 L H u 1 I J III LII 1L1W11 L 1111 ! JILL AS NOTED 1lLLL11 L111 LWLLLLLLII 11 III 111 1Il_LULIJJJILIL LlL I I I I II111 / \\ LLW1L1llJiLL L11]1 JIJJJL1JLU1LJLJLIIJJJLLllll II IJ L L 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 1J11 111 11 Hill 1111111111 1 1 11 1 1 1 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL L fill 11 111 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR Ol DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LLIL 111 1 11 11 11 11 11 Illi I II SEAL: DATE: I 1J I o OCTOBER, 04 2022 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATEIiIIIII 111 11 1111 11 ILLLI IIII PROJECT NO: IIII IIIIII 1 _ �L �1' ��._.. 1135-2022 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL i, DRAWN BY: LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS LLLLLI L U LJ H U 111- IIID °'�� s, C ?; BDK PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS llJ111ll LLT11L111JJ LLIj_ - -- -- - T--- -- - - __- -- - - - --- Lj �,C� CrV,J OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE LI NECKED BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS Ian. I; Sp EET NUMBER: SECTION. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC, _ R301,1.1 ALTERNATE PROVISIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED cJ • AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE EAST ELEVATION A20 1 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH UNDER FEDERAL COPYRIGHT LAW. '�' � c �t;� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PLANS MAY NOT BE REPRODUCED WITHOUT � SCALE: 1/4"= 1'-0" WRITTEN AUTHORIZATION. DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANU4L (WFCM) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ; 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC, FOR ONE-AND TWO FAMILY DWELLINGS (AISI-5230) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE © KEHUDESIGN•ASSOCIATES,¢c 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN s�ss��s 4197 GENERAL NOTES: lmlt =1� E 3 T SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION ;i 0 N R A C T 0 R N 0 T E SGeneral Notes: { 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIA CODE OF 7 Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. ` r_ . illi L I Al Ia + I GEI'ERAL NOTES: 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. fLl. t � ,. 2, FIRE SAFETY: �` � - - 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSQCIATES 1 • ALL V:iORK SHALL CONFORM TO THE REQJIREMENTS 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 - z_I1( _ CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified Code. B. LOCKED AREA, residential s. commercial design a consulting PRAC7ICFS L. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION E 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'SPO.Box 167 I BUI'_DINGS, 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. CONTAINERS. SUCH 5 phone: {631)4,13-9084 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-Md': ssbn6545optonline.net 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. r MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK Ken lDesign Associates,LLcotarmeilyonKAssoci,it,s,uc I 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. +• a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. OWNERSHIP & USE OF DOCUMEhlT;�:�'� 7 THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. b, Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports 5. corporation or equal, CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including .the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements 'reprr;sented 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, ore the property of KEHL DESIGN REMOVAL -ASKS. 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 'thon for which THE CONTRACTOR SHALL_ LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 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, E = 1,600, B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR = Fv 95 PSI PSI 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. REV. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 11 -25-19 THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: 03-06-23 8. ELECTRICAL_ WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. 04-05-23 THF�OUCH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 9. Fv 285= 2600PPIS1 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATESLLCNOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, , . 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPIN'1_ 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. t 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. I ALL DIMEIJSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE x 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 I 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 t AS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, A L-TE R✓,,T 1 0 N LEVEL #2 AS PER THE 2020 "EXISTING BUILDING CODE OF NEW YORK" OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. a 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 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 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, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD OF NE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE R301.2.1.2 PROTECTION OF OPENINGS. (Pl - )r0 LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: ALL ROOMS MEET OR EXCEED THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 'Mq2 Pfi 25 lbs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET PROPERTY ZONE THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED THE 2020 RESIDENTIAL CODE OF NEW YORK STATE {` TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ® RESORT TR . ct • , � (IN POUNDS PER SQUARE FOOT) tr2 L, r 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1o 6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) , DESIGN CRITERIA SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND,'ATTACHED TO THE FRAMING SURROUNDING THE NAILING NOTES: 057 �a OCCUPANCY OR USE LIVE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE FESSION UNINHABITABLE ATTICS WITHOUT STORAGEb 10 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USES(s) AND OCCUPANCY CLASSIFICATION(s) CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT 8301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE b g IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V IS 180 MPH (290kps) OR LESS. USE OCCUPANCY V,,,, IS APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 TABLE 8301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS RESORT / RESD-NTIAL R-3 STRUCTUAL PANELS a,b,c,d PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS --- OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 FASTENER SPACING (INCHES) TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS + + , n r n1 ' AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS Acceptance of these drawings does no, cut, n,; t`;e riy,lt to TYPE GROUP FIRE ESCAPES 40 FASTENER TYPE SECTION. build without the authorization of load ov "in", igrncie^, SUCH PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL g S 4 FEET SPANS 6 FEET SPANS 8 FEET aS SUffall( Count Det Of Health SerdiCeS, 3l!iidin V B GUARDS AND HANDRAILSd 200h R301.1.1 ALTERNATE PROVISIONS y p ' 9 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE Departments, DEC, FEMA, etc. Verify ali com,I;.r"; codes, and --- No. 8 WOAD SCREW- LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH requirements with such agencies prier to cnr c`rucuon. GUARD IN-FILL COMPONENTSf h BASED ANCHOR WITH 2 16 10 8 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. HEIGHT AND FIRE AREA 50 INCH EMBEDMENT LENGTH a NO. 10 WOOD SCREW- 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PROJECT: H I ,HT FIRE AREA PASSENGER VEHICLE GARAGES 50a BASED ANCHOR WITH 2 16 12 9 INCH EMBEDMENT LENGTH 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) THE VERTICAL DISTANCE FROM GRADE Y4 INCH DIAMETER LAGSCREW- 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 PLANE TO THL AVERAGE HEIGHT OF ( ) r BASED AN WITH 2 16 16 16 I LV E THE HISHEST ROOF SURFACE UNLIMITED AREA SLEEPING ROOMS 30 INCH EMBEDMENT LENGTH = 11'-7" AS PLR CHAPTER 5 OF THE 7000 SF. AS PER TABLE 506.2 2020 PEJDENTIAL CODE OF NEW YORK STAIRS 40c f i 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 I �•f a. This table is based on 180 mph ultimate design wind speeds V„it and o 45-foot mean roof height. PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES g FOR SI: b. Fasteners shall be installed at opposing ends of the wood structural panel. OF NEW YORK STATE. 1300 SILVERME,R .. r .s t, TOTAL HEIGHT FROM RIDGE TO GRADE Max 13'-6" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, Fasteners shall be located a minimum of 1 inch from the edge of the panel. C GREENPORT, .'`• 1°i� 1 a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into 2018 International Energy Conservation Code (IECC) APPLIED OVER A 20-SQUARE-INCH AREA. the building frame. Fasteners shall be located a minimum of 2Yz inches from the edge of concrete block or concrete. T p� d. Where panel are attached to masonry or masonry stucco, the shall be attached using vibration resistent anchors SEC ION 8503 ALTERATIONS � LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT P Y Y Y 9 PLATO'S H��lk _ BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE having a minimum ultimate withdrawal capacity of 1,500 pounds. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF R503.1 General ALL HOUSE F PAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, SCTM # 1000- 1 .�2 Alterations to any building Or Structure shall Comply with the requirements Of this Code for new construction. Alterations Shall be SUCK OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED PROJECT TO COMPLY WITH CHAPTER 5 OF THE REQUIREMENTS OF THE DRAWING TITLE: ' TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2020 ENERGY CONSERVATION CODE OF NEW YORK that the existing building or structure is not less conforming to the provisions Of this Code than the ALL EXT. DECK FRAMING MATERIAL CCA NO PINE ,�2 AND BETTER 9 9 9 c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD existing building Or structure was prior t0 the alteration. OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, SECTION 8402 BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK GENERAL ��O WHICHEVER PRODUCES THE GREATEST STRESSES. Alterations to an existing building, building system or portion thereof shall conform to the provisions of this code as they relate to Projects shall comply with one of the following: d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, 1. Section R401 through R404 new construction Without requiring the Unaltered portions of the existing building Or building System to Comply with this Code. 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" Alterations Shall not Create on unsafe Or hazardous Condition Or Overload existing buildsystems. Alterations Shall be SUCK that the AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. 3. The energy rating index (ERI) approach in Section R406L- 9 in 9 y existing building or structure does not use more energy than the existing building or structure prior to alteration. Alterations to NOTES: NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL NY TABLE 8402.1.2 a r r r NEW FINISHED H ASCMENT NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF ( � existing buildings Shall Comply With section R305.1.1 through R503.2 THESE PLANS ARE AN INSTRUMENT OF THE SERVi . AN,. d PROPERTY OF THE ------------ 50 POUNDS ON AN ARES. EQUAL To 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED H r,ETO, N1S M I. BE LEX BASE!,ENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENTa SLAB d CRAWL PROSECUTED 10 THE FULLEST EXTENT OF THE LF CT) SHALL `;Ffil"f ,LL EX FIRS FLOOR 1761 sq.ft. ZONE U-FACTORb U-FACTOR FENESTRATION RNALUE FRAME WALL WALL RNALUE WALL RNALUE SPACEFIELD CONDITIONS AND DIMENSIONS AND BE SOLE RESP R EIEID FII, TIE UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN sHGOb,e RNALUE RNALUE� RNALUE &DEPTH RNALUE R503.1.1 Bullding Envelope. NEw Elr T E LOOR NA g' DESIGN PROFFESSIONAL ASSUMES NO LIABILITY RE, f? +1' TC UP!,::0'h JR THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR Buildingenvelope assemblies that are art Of the alteration Shall comply with Section R402.1.2 or 8402.1.4, Sections 8402.2.1 through UNFORESEEN FIELD CO(lDITIONS AND OR ADDITION' B^5E " E' 1' (:JI X. SECC'!D FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 4EXCEPT p p py g n ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN MARINE 0.32 0.55 0.40 49 200813+5h 8/13 19 10/13 10,2ft RA402.2.13, R402.3.1 R402.3.2, R402.4.3 and R402.4.5. FORMALLY ACKNOWLEDGCD AS REVISION TO THESE F AN` VEW ECG �D Fi-0_,R NA ,NEW BALCONY NA THE PLANE OF THE TRUSS ..a..... ,... . . .. For SI: = 1 foot = 304.8 mm For DATf.: 4 LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less EXCEPTIONS: The following alterations need not With therequirements for new DEC'i `, 14 2 )21 _ BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: g comply y 'ATTIC (HOUSE)( NA BOTTOM the lobe) or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJEt1 I: R-value specified in the table. construction provided that the energyuse of the building is not increased: (ATTIC (HOUSTh�_ NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH g )NEW GARAGE ADDITION NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. 1 '' 20.2?__ _ ATTIC0(--GARAGE),(e NA NOT LESS THAN 30 INCHES C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the ERA MrE interior of the basement wall. 1. Storm windows installed over existing fenestration. EX. UTILITY ROOM 4 NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN EX. SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the 2. Surfaced applied window flim Installed On existing Single pane fenestration CHE :KEG I. . interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the EX. OUTDOOR SHOWER NA --- 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous assemblies reducing solar heat gain, provided that the Code does not EXISTING DECK NA MEMBER DEPTH. insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall SHLr-1 N ,(,i NEW DESK - NA - j ;_, _ require the glazing or fenestration to be replaced. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC• -- T REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE d. R-5 shall be provided under the full slab area of a heated slab in addition tD the required slab edge insulation ALL FLOOR PLAN AN [rX. COVEFLD DE_CF: NA HE RE G 0 R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to -' - ; xlStirig C'eiliflg; wall or floor cavities exposed during construction, provided S D ELEVATIONS ARE PROTECTED ` ------ DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS iEX. COVERED FRONT PORCH 2.36 sq.ft. extend below the slab UNDER FEDERAL COPYRIGHT LAW. THAN 10 POUNDS PER SQUARE Fool. that these icavities are filled with insulation. PLANS MAY NOT BE REPRODUCED WITHOUT iCOVERED ENTRANCE NA e. Reserved r' ' �70L HOUSE CA;3ANA NA h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A f. Reserved n+c+ l 4���tStrUCtIOn.Where the eXlSting roof, wall or floor cavity is not exposed. WRITTEN AUTHORIZATION. ----- SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE J ACCESSORY STRIA TURE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-volue of R-19. 5. Roof recovered. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOE (lUi. d 01 _ - IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation : ` ,)°'x,�. & .Air,.barriers shall not be required and roof replacement KEHL DESIGN ASSOCIATES, LLC. I ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. plus R-5 continuous insulation. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE (a) WITHOUT sroRAGE p nuous nsu ;where the alterations or renovations to the building do not include TT• -� .a (b) WITH STORAG!_ I. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN =© KEHL•DESIGN^ASSOCIATES, LLC insulation is on the interior of the mass wall. alterations, renovations or repairs to the remainder of the building envelope. PROOF OF PURCHASE. lAen"MiM1�'4RtfleTfMflmwT.'R#V R��RpCI ..%0 — SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF /j DOUG-FIR LARCH 50. PINE UPLIFT TWO Sd NAILS THISy x M TS20 LTS20 % : SIDE OF TRUSS. PROVIDE (1) HGAIOKT ON ALLOWABLE LOADS ' LOAD • SIDE OF CEILING JOIST �I C;U:� I1U' ztA FASTENERS WITH TOTAL FOUR ® ° / _� '' LATERAL o o AND ON SIDE OF RAFTER MODEL GA _ UPLIFT UPLIFT CODE T" r ., ,,- ° IIs': !I JI t. k I SdNAILS :�Ilf-il- ;,i (133/160) 8dx14" _-L= - --4`-- -- -'_.,.- i I NO ' TO TO TO AVG NAILS REF. INTO TRUSS. I RAFTERS/ PLATES STUDS ULT (133) (160) F F2 (133& ---== TRUSS STU '- ° ' 160) NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = TAKE-UP WASHER s ! 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 I _ - PROPER INSTALLATION PROCEDURES residential & commercialde;ign q consulting -- -- i H6 1f, 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) Two 0 o ART "x12 e t J PO.Boz 1675 phone: (631)433-9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS o I MODEL G A AVG z CODE ° Southold,New York 11971 n Inti ne ULT. LFTA LFTA REF. INTO o ° . S Id N E P4o'I„ $Sbn(54�Opf0 I f I N0. Ih1AX. CLEAR o • 1, j, 4, J, � PLATES o p o • , y WIDTHSPAN L QTY DIA 1 2° 2 3" 3 1 2" 2 3" 3 EIGHT o o IIN NAILS S P 4 Kehl Design Associates.LLC o formr,ly D A K Assoc.int<s,LLC' 1205 1400 5, 44, 85 INTO LFTA 16 2#" 17" 38�"16-10d — 4200 STUD OWNERSHIP & USE OF DOCUM=N 15: DOUG-FIR LARCH / So. PINE o0 FASTENERS' ALLOWABLE UPLIFT LOADS3 ° These drawings and specifications including the MODEL L AVG 10d 10d x 1j" CODE NO ULT. REF' LFTA °° ideas, design and arrangements represented 1od 10d x 1�" (133 / 160) (133) (160) LSTA21 21 ° therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be - - -- ° Simpson Strong-Tie copied, disclosed to others or used in connection 00 i I,ITS15 16 14-10d 14-10d x 14" 3116 100E 840 1000 3, 41, 128 ° HGA10 with any work or project other than for .which 11 11 they have been prepared without written consent. !-IT--2,D 20 14-101 14-10d x 1}" 3116 100C 840 1000 3, 41, 128 ARTgg"x12 ° DETAIL K 8 a �nmmunnmmn•.w•s,•-aok+w.aawr�w...p LST;' 2U .2-10d 12-10d x 1}" 2383 775 720 720 3, 41 REV. COW- DETAIL "E" STU 5 11-25-19 COUPLER NUT 8 DOUG-FIR-LARCH/ Equal number of ° O�SIMPSON 03-06-23 I TYPE OF DIRECTION SO. PINE CODE MODFL CO'INEC- OF LOAD ALLOWABLE LOADS PER. No Tlat FLOOR ROOF (133/ specified nails in ° — TAKE—UP WASHER 04-05-23 _ (TOO) (125) 160 each end G 5'5 645 670 I°° CS16son Strong Tie AR T8"x 12 j LT 5 J 5'5 645 670 6, 39, 97 DETAIL "H" H 5'5 645 670 I}----- MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'' '9(DF/SP) (133) HOEDOWN HOEDOWN ARTJ"x12 DEFLECTION MODE! STUD DEFLECTION CODE ° LENGTH OF BOLT s.3 AT HIGHEST MACHINE AVG AT HIGHEST REF. NO. BASE BODY • ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE GA CA HB SB W H B SO CL DIA5•B DESIGN LOAD DESIGN ®° QTY DIA 1 2" 2�" 3" 3}" 5�" LOAD WHEN RAISED OFF ° ° f --- THE SILL PAT ° ° ro2r 16 12 4,$" 2�" 2j" 8" 2a" A" 1 �' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 :° 0 0 MODEL filMENSICNS FASTENERS AVG ALLOWABLE UPLIFT LOADS NO. W L STUD PLATE ULT. OF / SP CODE (133)' (160) REF. SPI ::�" 71" 6-10d x 1}" 2917 735 885 7, 40, 127 9 MODEL DI".IENSIONS FASTENERS (TOTAL) ALLOWA3LE TENSION LOADS CODE o .°..•.�..�„�.•».._p N11 CA W L NAILS FLOOR (133) (160) REF. o 100 0° WORK NOTES: i LSTA21 20 1�” 21 1 - d 905 1205 1295 7, 40, 90 DIMENSIONS FASTENERS (TOTAL) ALLOWAhE TENSION LOADS CODE o 5 MODEL N0, A W L NAILS FLOOR) (133) (160) REF. Simpson Strong—Tie STU 5 — OF NEW MSTA2 1 �, 1"" 24 1 -1 d 1025 1370 1640 7, 40, 90 P Y TOTAL ALLOWABLE TENSION LOADS NAIL CODE LUS46 SIMPSON MODEL L FASTENERS rr�� NO' (LENGTH END GA CUT LENGTH (TOTAL) 100 133 160 2 SPACING REF. HDLA �•Mq TAKE—UP WASHER OF ROLL) ( ) ( / ) IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HIS 1 � NOTED. FAILURE TO COMPLY WITH ALL NOTES DIMENSIONS FASTENERS DN G-FIR ARCH SO PINE A WA AD n ON `T r100EL GAF HEADERS AVG UPLIFT FLOOR too SNOW 115) ROOF 125 CODE BY AHLICENSE PROFEESSIONRALTENGINEER,OP PLACES DETAIL "F" h �_ WFHTB 10d 16d JOISTS 0570 C1� ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. ON W- LUS46 18 3$" 9J 2 -- 4-16d 4-16d 6076 1140 1160 — 1000 — 1150 1250 7, 40, 127 DETAIL "I" AROF 0, COUPLER NUT essloN HUS2.0-2 4 3g" 9 2 __ 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJg'x12 STU 5 — DOUG-FIR LARCH S0. PINE ALLOWABLE LOADS fj FASTENERS UPLIFT LATERAL CODE - — MODEL AVG UPLIFT (133/160) REF. No. G4 ULT. SIMPSON TAKE—UP WASHER 160 Acceptance of these drawings does not 06thari7e the right to RAFTERS TO PLATES TO STUDS (133) (160) F F2 j HCA 10 T 14 a-SDS}"x1}" 4-SDS#'x3' 1523 435 435 1165 940 build without the authorization of local governing ognncies, such as Suffolk County Dept. of Health Services, ]own Fjildine . Departments, DEC, FEMA, etc. Verify oil additions; ca!'s, and USE A b'INIMUM CF - SP 4 requirements with such agencies prior to canstruclian. TWO 8d NAILS THIS SIDE CF TRUSS, CNW- TOTAL FO'!R /COUPLER NUT S P 4 �s SE A MINIMUM OF 'PROJECT: 8d NAILS TWO 8d NAILS THIS M TS16 STU J. LSTA21 SIMPSON ANCHOR BOLTS INTO TRUSS. 4 SIDE OF TRUSS. MTS 16 S P ON 0 TOTAL FOUR /• a o H D 2 A °oo TAKE-UP WASHER 8d NAILS LSTA21 Strong—Tie 2 INTO TRUSS. SILVE I T,,„ Fl F,ry.JILS 0 - TO PLATES 13 +'. .•. ' two 00 SILVERMI .N1 , e rt fi FIG,11 NNLS�• 8d NAILS °o `Y DETAIL A GREENPORT, N I Itl',_i INTO o � 11 II 57�,!D Simpson Strong-Tie PLATES °®° H 7 EIGHT / 8d INTO STUD Simpson Strong-Tie m DETAIL "D" DETAIL "G" DETAIL "J" H7 Simpson Strong—Tie PLATO'S I- 0[. `: ° . + . LFTA pDETAIL "L" SCTM # 1000-fl' ' ? 2 LFTA ROD SYSTEM EFTA DRAWING TITLE: LE: � Ridge Strapping ° NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS < ' BP LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE - - -- SIMPSON WIHDI ✓­)[D ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 CHARTS & CALGUL_.' i X15 °°°° 1'-0" DEEP POOL x 4 DIA ==12,58 cu.ft. per vertical ft. 3" THROUGH OR ,st FLOOR 1'-0" DEEP POOL x 6' DIA. = 22,3 cu.ft. per vertical ft. / STRONG—TIE DE .�LS \ •• 1st FLOOR , „ \� ,st FLOOR II II II ROOF 1 -0 DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. ROOF 3" 3 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft, ��, r� r' I' / ROOF DRA',INr •.�,�ae .. 3 3.. 2' 3" ROOF AREA = 2306 sq/ft CALCULATIONS .,1'�i'°''�D 2" 2" 2" 3" ER BATHROOM BATHROOM BATHROOM 2­2­ .1. BATHROOM V = A X R X C PLUMBING R I S E r LTP4 2 2••2' 2' 3' 2 2'• 2• 3' LTP4 st FLOOR A = 2306 sq/ft 2.. 3.. 2" 2 , 3., 2.. 2.. 2.. 2.. 2.. 3.. 2.. R — 2" RAINFALL = .17 ft FLOOR — ,,.n."=..ww .,,.,... ....,..•_....... ....� LTP4 3' 3" 3' C = COEFF. = 1.0 NOTES: DETAIL "l." 3" V - 2306 x 1 X .166667 - 384 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERI]CE ANC! T' PR,?PER1Y OF THE 4•' F.A. "ENT 6" - - DESIGN PROFESSIONAL YNOSE SEAL IS AFFIXED IIEitETO. E"' ABOVE GRADE c.o, C. 4'b.o. PROSECUTED TO THE FULLEST EXTENT OF THE L',Y�. CON SHAIL VE:'i! 1.L1 Simpson Strong—Tie TO GREENPORT VILLAGE 4" F.A. VENT 6'• FIELD CONDITIONS AND DIMENSIONS AND BE SOL[Y F'ESI,� ��'I,!: , .n IIL!�, F'... IE rr 1r SEWER SYSTEM LTP4 j�Er('f\IIS B Floor—to—Floor Connections Ridge Strapping c•o Aeo�E GRADE 384 / 42.25 VERTICAL FT. / FT = 9 U.F. � DESIGN PROFFESSIONALASSUMES NOLIABILITY FJf+ O'.!''',I 10 DR c.o, 4• o. o _ UNFORESEEN FIELD CONDITIONS AND OR ADDITIOI:S i3ASCI ';I:Io r"1 NTS NOT LTP4 Detail C.O. TO GREENPORT VILLAGE USE (4) 8 DIA. POOL 4'-0" DEEP - 12.0 U.F. 8Gy 3" 3" 3 SEWER SYSTEM FORMALLY ACKNOWLEDGED AS REVISION TO THES�. PLAITS Srrtpson Strong-Tie Floor-to-Floor Connections PLUMBING RISER DIAGRAM (NTS) OR ,:007 , 2022, 384 / 22.3 VERTICAL FT. / FT = 17 V.F. SEAL: DAA'_.: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY USE (5) 6' DIA. POOL 4'-0" DEEP = 20 V.F. PRCwIcIt l ,[ 04 2c12,__ 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 1 ? z 2022__ _ R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL POOLS TO BE PLACED ON OPPOSITE SIDE OF DRPTr'iN El r_: , NO SUBS7ITU T IONS LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS If PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS HOUSE AND/OR LEADERS TO BE PIPED TO —.-— A,II framing hardware shown on these plans, cHECKF_L �'.1 unless otherwise indicated, is Simpson Strong-Tie. OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE POOLS (1/2 OF THE ROOF TO DRAIN TO EACH TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS I No substit',i `ions are approved or authorized. AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC Due .c th�l relationships of framing hardware to SECTION. SYSTEM AND MIN, OF 10 FEET FROM FOUNDATION). the other components of the structure, any framing R301.1.1 ALTERNATE PROVISIONS AfH M y' , hardware SL.bstitutions will render these plans "" gid. AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA null and Void, and will result in the installer/contractor LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH assuming responsibility for the design and THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE of NEW YORK STATE. WHERE TRAFFIC IS TO BE PRESENT. performance! of the entire system. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) F A MULTIPLE POOL SYSTEM IS USED AROUND THE - >,�• DOE: NUPi . f 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) © KEHL°DESIGN•ASSOCIATES, uc W^MSA LL 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) BE DIVERTED TO EACH POOL. A" r. ---k 0. .'^ & t l 54'-94" 12'-04' 12'-02' 18'-7 ' 12'-1' -24" 3 -24 5'-52 3 -44 5 -10 8 -62 -3' 3'-44" 5 -4� 3'-44" KEHL DESIGN ASSGCI�T�SILL, residential 8, commercial design © consulting DECK TO DECK TO , DECK TO DECK TO I PO.Box phone: (631)433-9084 BE REMOVED BE REMOVED I I BE REMOVED I ' IBE REMOVED Southold,New York 11971 E-h1oil: ssbn6501optonFine.net I I I I I I I I I I Kehl Design Associates,LLC o formerly D A K Assoclot,-s,UC I 1'-3' I I I I I I OWNERSHIP & USE OF DOCUMENTS: r I I I I DECK TO I DECK TO These drawings and specifications including the BE REMOVED B E REM 0 VE D ideas, design and arrangements represented I therein, ore the property of KEHL DESIGN I ASSOCIATES, LLC. No part thereof shall .be I copied, disclosed to others -or used in connection DECK I I DECK DECK with any work or project other than for which they have been prepared without written consent. I - - 5040 5040 - - - - - - - — soao soao ,,, REV. 12 -1' 11'-4" 11-25-19 11'-31 I 5 03-06-23 o 2'-3 04-05-23 1 " DINING -11 -4 04-20-23 " " 4 _ o AREA o Ln BLDG X23 DECK I l DECK TO I I CO 8E REMOVED �, I I N DECK ECK TO N 7'-6„ 3 _9MAI BLDG #24 - - - - - - - — 00 2 BLDG #24 �' O - - - - I - DO DECK TO � BEDROOM I o BE REMOVED 8'-01DECK DECK TO KITCHEN = 4040 BE REMOVED Z,4 s I COVERED PORCH 4 " 6068 T0. DECK p N q86 WORK NOTES: 1 , OI 2 44 �� 72CL.DECK O REF, �" 00 5 �O 1 2668 .I 00 -9" r� —K4 LIVING a U w - - - - - - - �N N 2„ I OFMA ,Q/' C, y0 `° R 0 0 M z `° _ _ I o`' �9� A > 6" -� w0 DECK TO BLDG #23 w Q �,� 11'-4" m '., 0 Z t, d a z 1 2668 2668 BEREMOVED � � � � o y, 2 � S -1 _4" �O 0570°' I BATH O 44„-IN I7 �1r02 - - - - - - - — 2'-2" ° 3'-14„ 3,-�4„ o� An'OFE NP 77 SS10 L r 5040 15'-8" BATH ; , �-- - - -- - - -9" L1 DECK TO 410310 Pic. I - - - - 11 -73 a _ 3'-1„ BE REMOVED , 22ss a (0 41 2.-1 „ 41" O 2 41 OT 8.-54„ 41 oo 2 2668 N i� _ 11'-�4„ DECK r BEDROOM ' o 11'-4" o � 00 ENTRANCE �' BLDG #23 a - - - - - -� ---- -- 00 N N BLDG X23 °s 5 �w N Acceptance of these drawings does not aufhc ize the rigt;f to n , � N build without the authorization of local govcrninq agencies, such 2" 5g BLDG #24 �a >O as Suffolk County Dept. of Health Se;vices, Tovrn Building BEDROOM 1` �'-6" BLDG #23 10 —84" N BEDROOM I U BEDROOM Departments, DEC, FEMA, etc. Verify all conditions, codes, and 2ss o CN_ — — — — — — — — �� _2' requirements with such agencies prior.to censtructiarr. 4640 4640 � 3030 N � N IN 00 ^N PROJECT: LO IN nim N 4T' -4 Ti-I 11 -4' F IS I LNI E R 5030 I I 4040 DECK TO REMAIN COVERED PORCH I DECK TO U TO REMAIN � DECK BE REMOVED N o 1300 SILVERi ERI-1 c y r M� D 2'-114 5'-54,. F .. 2058 toss G R E E N P O RT, �` N, 1 ']M4 EXISTING FLOOR PLAN � � = BLDG X25 5' ) _. U o PLATO'S F'O[,.` 'E_. SCALE: 1/4"= V-0" 011 z U CL. 2" N 4 " CL. SCTM # 1000-47-`2-112 I I I I Q 0 WALL TO REMAIN I I � W I N "N 4oao DRAWING 111LE: COVERED Lij WALL TO BE FILLED-IN PORCH O PLANS FOR I I I i I TO , l O f— I I I I PLATO'S HOUS`_ E __ — _ ] WALL TO BE REMOVE I REMAIN l U " AS NOTE E I I I I I I I I •NOTES: ,.,�,..+� .,...«..... ..............�. �4 THESE PLANS ARE AN INSTRUMENT OF THE SER\:,':E Ai i? -%'i (iii PROPERTY Of HE 12'-3" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED ; RE 10, ' NG' :NTS W1U BE E PROSECUTED TO THE FULLEST EXTENT OF THE L','?'. CON 1+`, SHALL 1':R!Ft ILL , 4,. „ 1,> ��,_ 1„ „ 4>, 4„ DIESDGN PROIFFESSIOID DIMENSIONS NO LIABILITY F,'Y`0,� ,. II TO UNL.I,T. 1 E EI ? FILD .I E -2' 2 3 5'-4J 8$ 6� 5'-5 2'-4 8 „ „I FI ; �4h"J UNFORESEEN FIELD CONDITIONS AND OR ADDITI01,1 1171 11"TS ';); 2'-44" 30'-3z' 12'-1 EXISTING FLOOR PLAN FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLA f SEAL: DAZE - ---._- 94 SCALE: 1/4" = V-0" _ OCT,. ! F 01_2_';2:? 8301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE PRC,JECT 2022—, — P-701.1 ArF'LICA[ICN BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDII;G DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS r PRESCRIBLD DY THIS CODE. THE. CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE CHEC4;EE '.'Y TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS n .'D STRi1CTURES ,CONSTRUCTED AS PRESCRIBED EY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS 77777i' SECTION. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. 8:;01.1.1 AI_TER'NA E PROVISIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED S AN ALT ERNA V!VE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE UNDER FEDERAL COPYRIGHT LAW. LIMITATIONS OF TILE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS MAY NOT BE REPRODUCED WITHOUT TI!ESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WRITTEN AUTHORIZATION, 1) A,W„ WOOD FRAMED CONSTRUCTION MANUAL (WFCM) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Dol, NU,7:1:7 I -'I 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. FOR ONE-AND FWO FAMILY DWELLINGS (AISI—S230) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE -"•�. �. . _) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHL-DESIGN-ASSOCIATES, LLC PROOF OF PURCHASE. 54'-8-31, Ex. Ridge Vent j,.. 4 Ex. 2x6 Ridge .'' 14„ 12' 18 -82 12'-02' _ CDX Gusset Plate Ex.2x4 Rafters - 24"oc. a/" Ex. 3" CDX Roof Sheathing 12 mice and Water Sheild , KE - I I Ex. GAF Architectural Roof Shingles �0 • HL DESIGN ASSOCIATES. LLC 3 CDX Gusset Plate residential & commercial design a consulting I ® Simpson Hurricane Tydowns z ,altar les 1 ac. I Ex.2x6 Rafters - 16"oc. C) 1x6 Azek Fascia z Ceiling Joists R-49 Insulation P0.Boz 1615 phone: (6311433-9084 I Ex.Vented Soffit R-3o Insulation R-3o Insulation Southold,New York 11911 E-Mail: ssbn654'21opfonline.net I 10" Conc. Filled Sono Tubes on Ex.(2)2x8 Header A- 28" Big Footing Conc. Footings — - - - - — Ex.(2)2x4 Top Plate " Type "X" Fire-rated Sheetrock Min. 3'-0" Below Final Grade 1B ` ;-- - - - - 03 Ex. ; Exterior Sheathing Kehl Design Associates,LLC o form ty D A K Associates,LI C CID I Blue Skin House Wrap or Equal .. 1x Azek Post Wrap Cedar Siding OWNERSHIP & .USE OF DOCUMENTS: 2x10 AC_ Girder 2x10 AC_ Girder 4x4 ACO Post 2x4 Stud's 16"oc. These drawings and specifications including the B R-15 Insulation m ideas, design and arrangements represented ° 103 Simpson Hurricane Tydowns therein, are the property of KEHL DESIGN C � E (2)2x4 ACQ Sleepers I o 3 2x6 ACQ Girder Wood Decking R-21 Closed Cell 103 � ASSOCIATES, LLC. No part thereof sF�dll be o 4x4 ACQ Post (2)2x6 ACQ Girder Packing Ex.11 Subfloor Sheathing copied, disclosed to others or bsed in connection Insulation 5� 4 " ° on Simpson .° lz6 Azek Skirl Board with any work or project other than "for which 2x6 AC F.J. @12 oc. oPost Anchors N they have been prepared without written consr_nt. @ @ Existing 2x8 @ 16"oc. to remain Simpson Hangers _ 2x6 ACQ Plate @ NEW DECK Anchor Bolts 2x8 ACQ House Bm. Q REV. 11 -25-19 N 1 cc TO REMAIN 0 03-06-23 N N 28" Big Footing Conc. Footing 04-05-23 Min. 3'-0" Below Final Grade ul 103 2, w _8„ 2, A 0 02 (3)2x8 Flush Bm i - (3)2x8 Girder _ _ _ 2x8 ACQ House Beam CROSS SECTION A N I 16"x16"Conc. I Pier with 5t„ (2)#4 Rebar E.W. SCALE: 1/4"= 1'-0" I 2 .o I � 10 00 E 3" 3" N ° " I Ex.Ridge Vent 0 CD o � Existing 2x8 @ 16"oc. to remain Ex.2x6 Ridge A - . O Shower c - Existing c V) Uo I Above a 1 8"x16" CMU. o X I I T o o 9 B O Block Piers 1„ I Above 00 o E o on � -g� I Existin 10'-8 " Ex. 2x4 Rafters - 24"oc. 30"x3o"x8" @ I 8"Con g. Ex.4" CDX Roof Sheathing o - o Conc. Footing I I Wal on Ice and Water Sheild m o 2'-6"� o _2'-6"� o I I 1Con8" , ` I Ez.GA4 CDXrch i GussetPlate ectural Roof Shingles _ i WORK NOTES: o I t WC.`1 Simpson Hurricane Tydowns I Pier Aibove� I Ex.2x6 Rafters - 16"oc. J (3)2x8 - f1x6 Azek Fascia x CeilingJoists R-49 Insulation 1x6 Azek Fascia m Ex. 4)2x8 Girder _J Ex (4)2x8 Girder E_J Ex.(4)2x8 Girder Flush Girder I Ex. Vented Soffit cn � o Shower OF N� EE N � cc 00 > ®a Ex.(2)2x8 Header p,( �V ° •- x x x o Tu I Above Ex.(2)2x4 Top Plate ( YO C N Existing co N cD N -0 0 0 M s ^� s• Mq a 8"x16" CMU I IQ C Ab vel I Ex. a Exterior Sheathing Q O Block Piers on o I I Blue Skin House Wrop or Equol 30%30%8" n n ax0 I I J X Conc Footing t j XL'i cN I Cedar Sidin t 0 '' °X I°' rn o 1„ I I Ez.2x4 Stud's 16"oc. e" Type "X" Fi loted Sheelr k � ,� �� 7'-4" 7'-11" 7'-4' a L -92 I Existing 2x8 @ 16"oc. to remain = - = I Existing 2x8 @ 16"oc. to remain R-15 Insulation m N � o un) I I � � Simpson Hurricane Tydowns , , „ 0 9y ���'• a w I I I (3)2x6 ACQ Girder 2)2x4 ACQ Sleepers X.3" Subfloor Sheolhin A ' 0 F� 00 o I__ I I (2)2x6 ACQ Girder Packing Wood Decking R-21 Closed Cell RpF fSS bNP� Insulation C bov I 1x6 Azek Skirt Board 2x6 � m I 2x6 ACQ Plate Simpson Hangers Anchor Bolts 2x8 ACQ House Bm. 0„ 3,, 1 ° 1 28" Big Footing Conc, Footing 12 —74 30'—02 12'-02 (2)2x6 ACQ Min, 3'-0" Below Final Grade - — Flush Girder — Acceptance of these drawings does not outtlorize the right to „ o CROSS SECTION B p g , , 1 , g. build without the authorization of loccl overninq agencies, such 5 -94 -9 " 1 i as Suffolk County Dept. of Health Services, loon Luidn9 71 03 ,• L N Departments, DEC, FEMA, etc. Verify all conditions, ce, es, and 4 Subfloor ov o _ _ _ _ _ _ SCALE: 1/4" = 1'-0" 102� + / = Q PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH requirements with such agencies pr;or to con,"luct on. Existing2x8 @ �� L� �6 cc. remain I C THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 11 ir X -C Ex.(4)2x8 Girder I C Q C PROJECT: � •- _ � .�, Existing �' Ex. 2x6 FJ 1 Ex.Ridge Vent 8"xts" CMU. cfl Ex.2x6 Ridge 104 Block Piers I x @ 16"oc. to p ALL HEADERS ARE TO BE g an 5,-g4>, remain I 3o"x3o"x8" 4 I (2)13/"X 74" LVL UNLESS , , F Existing Conc. Footing N OTHERWISE NOTED 'I L " . I 3" PC. Slab I Ex.3"Ex,2CDX RRoiofsSheahing Existing ( — — — — w 16"x20" " 2" Poured Conc. NOTE: PROVIDE FIRE BREAKS Ex.GAF Architectural Roof Shingles Ice and Water Sheild ® Slab in Crawl AS PER Conc, Footing I 2x6 ACQ Space THE 20 0 ®Simpson Hurricane Tydowns - R-49 Insulati n 12"oc. _ m 1x6 Azek Fascia Insulotion Bafnesm 1x6 Azek Fascia m a, RESIDENTIAL CODE OF � PRC\f: 'L'EI ANE STRAPPING IN ACCORDANCE WITH 1' 1 Ex.Vented Soffit Simpson Hurricane Tydow s® 5'-1 1" 4" NEW YORK STATE Simpson Hurricane Ex.Vented Soffit Th, 20%^ RESIDENTIAL CO E OF NEW YORK STATE I Ex.(2)2x8 Header r p �� " - it'. Simpson Post I (2)13"x74' LVL Header Tydowns Ex. (2)2x4 Top Plate 1300 S F LVE h1,11Ft'�f-a te.. i'','J:A,,. . AEI HEADERS ARE TO BE EXISTING Anchor Ex.3" Exterior Sheathing BlueBkinAHouse GREENPORTS ���� : �� .FOUNDATION PLAN 3"Go v. Bolts IV �+ L ` 1z Azek Past Wrap Wrap or Equal ® I PLATO'S I s O C.' I-. ,.B N ,.B r (2j13,"X 7a' LUL UNLESS � 10 4x4 ACQ Post Ex. 2x4 Stud's 16"oc. Cedar Siding 0?HER IEE NOTED 4x4 ACQ Post Bolted SCALE: 1/4" = 1"-0" I to 8" Cana. Filled son SCTM # 1000-4T-­"'2-12 - I Tube on 22" Big Foot Simpson Hurricane Tydowns R-15 Insulation m R-15 Insulation m i0 ,., PROVIDE FIRE EREA'S 0 `� Footing s" �•.�. ....A» m .., a WALL TO REMAIN N ° 9 (3)226 ACQ Girder a Type "X" fire-rated S eelrock DRAWING TITLE: AS PER 71- 1 CE Existing 4" ^� (2)2x6 ACO Girder Packing Ex. Wood Decking Ex.3" Subfloor SheathingWALE TO BE FILLED—IN I r I� Poured Conc. IEz.2x8 Boz BeamRTHE 2020 PLANS FOt ,Q slab n NOTES: 1x6 Azek Skirt Board x.2x6 ACQ F.J. @12 oc. z.2x6 1 Insul Floor Joist Ex.2x6 SillP,ESIDENiIAL CODE OF "� � R-30 Insulation ,—Ex.Anchor Bolts r` ."" f v — U a) m Provide Insulation Baffles as required at Soffit PLATO'S Hf�U NEIN YORK STATE E _ _ _ x Q f WALE TO BE REMOVE D Locations to Provide for proper attic ventilation 2x6 ACQ Plate Ez.2" PC. Slab Co ° Anchor Bolts AS NOTi D r7 x = Provide R-49 Insulation in all Flat Ceilings as per 2018 IECC International Energy Conservation Code 0" ,—Ex,8" CMU. 4 Foundation m Ice and Water Shield to be used Beneath any damaged roof Ex.16"x8" Conc. Ftg. pw I 2x6 ACQ shingles or areas of repair on the roof Min. 3'-0" Below NOTES: ~ " t (D Provide Simpson T dawn or Hurricane Strapping to the rafters 28" Bi FootingConc. FootingFinal Grade. @ 12"oc, p Tydown g g THESE PLANS ARE AN INSTRUMENT OF THE SER'UICE AND '�":- 1'i�= PRO°ERiY OF TIE at all locations of the Interior that are Exposed during the Min. 3'-0" Below Final Grade DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. I.dI `'CSE':fJTS WILL BF ,� I I ;,;� removal of mold or deteriorated interior surfaces. - PROSECUTED TO THE FULLEST EXTENT OF THE 1.4'N. 09W'A``TC:;(, SHAT-I. VERIF> 'CLL �I CMES Provide 1x6 Azek or Equal to all locations of the fascias that FIELD CONDITIONS AND DIMENSIONS AND BE SONY RESPC`c,1 ;_ `OR fIELD Fir. f E are repaired due to Mold or Deterioration. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY[OR OMEN: II' 10 U1IOI"J �R UNFORESEEN FIELD CONDITIONS AND OR ADDITICTS, BASiJ ;PCN : I!iJENTS NOT ° I ® Blue Skin House Wrop or Equal to be Used Under Siding for All CROSS SECTION C FORMALLY ACKNOWLEDGED AS REVISION TO THE.,E f't�NS. t ax4 Simpson Post< � Locations Repaired Anchor co = SEAL: DAI't-.."..a N m Remove and Replace any Insulation that shows signs of mold -C or deterioration with R-15 Insulation SCALE: 1/4" = V-0" - -- "colt'. Barts � I 02� _ OCT(- EF,, 04_2021. — r-' C1 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE ® Remove and Replace any Siding that shows signs of deterioration PR,)J CT .'40. --- with New Cedar Wooden Shingles 02 4x4 ACQ Post Bolted 1.i.`> 202! R''01.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL to 8" Conc. Filled Sona I ® Remove and Replace any Sheetrock that shows signs of mold DRAWN L r: A s Tube on 22" Bi Foot A LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS �� 10 Footing g 102 or deterioration with New 8" Type "X' Fire-rated Sheetrock _,;iK PRESCPIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS N _ Existing 4' � Poured Conc. GH EI,t�EiJ L.Y: 01- THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE r 0 slob TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS 2x6 ACQ AIJD STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SHI•_7I SECTION. N @ 12"oc. I © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. F,301.1.1 ALTERrIATE PROVISIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED t f AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT To THE UNDER FEDERAL COPYRIGHT LAW. LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH `.N PLANS MAY NOT BE REPRODUCED WITHOUT THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WRITTEN AUTHORIZATION. 4'�5'-94" 12'-3" ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Do i ZUNI` ": 0F" AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) KEHL DESIGN ASSOCIATES, LLC. ;'1 AISI STF.NDAR•D FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD 18'-g„ THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �.,. . FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) .....,....»�.�., '�..•,� ^�� 7) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHL-DESIGN-ASSOCIATES, LLC PROOF OF PURCHASE. +-^-- 54'-94 Ex.Ridge Vent 2x6 Ridge Tie-Down IV.... %;' 12 0i' 12' 18'-82 12'-O?' Ex.2x6 Ridge i ,'/. ./'''' :;, J' 1" 1> 1>' 1" 1" 1'> �' _ 3> _ 1" 1" Simpson Strong-Tie Screw Simpson Strong-Tie Screw % jl� "� j - ------- 1 ^-- °+^� }rk_k = s 0'-2' 5'-104 3'-24 5 -52 3'-44 4'-104' -52 -52 4'-104 3' 34 5' 42 3'-44 p g ':!ill Imo_ f 1_ jR „ 2z4 Rafters - 16"oc• 12 L' ,, 2x4 SupportI C I I _ I t + Cl Sheathing zxa support I � I I 1 I I �" C9�e and Water Sheild 7� 2x4 Support 244GW5040 244GW5040 a Pp CDX Gusset Plates KEHL DESIGN ASSOCIA FES I.Le 244GW5040 p,j 244GW5040 I I I �” CDX Gusset Plates R-19 Insulation 4° - • R-19 Insula I n cox P1 wood '-52" Ex.GAF ArChi{eCtUral ROOF Shingles Y Air Baffles O esidential & commercial design a consulting 32 11'-5" CDX Gusset Plates 12"x8"x 2x6 Joists 32 103 �' J" Plywood Gusset Plate p mar Baffles E° z8 Ceiling Joists 16"oc. • Simpson Tydown C' 2x6 Ledger Plate : P0.Boz 1675 hone: 631 433-9084 I ® Simpson T down 9 P I DINING - 31" p Tydown 2x6 Sub Rafters - 16'oc. - o o AREA 1 1 R-30 Insulation ____ r 3 32 R-3o Insulation _ _-_ Southold,New York 11911 E Ma . ssbn654 op on6na.nef 'xs' Decking m 1x6 Azek Fascia IF F- " BEDROOM #2 Ex,Vented Soffit 5„ 2x6 Sub Rafters - 16"oc. ( IR-30 Insulation) - - ®g Type "X" fire-ruled Sheetrock I I I Kent Design Associates,uc o form,:dy o.A Y.Assac:iate z.'i I c: .. M� � Ex. 2 2x4 Ta Plate u7 %6" Decking �� 1 Ex. 4" Exterior Sheathing ' Type X" Fire-raced Sheetrock®= -,� I I OWNERSHIP & USE OF DOCUMENTS: N N 0 Blue Skin House Wrap or Equal I "x6" Deckin Fill-in I I These drawings and specifications including the Existing 0 Cedar Siding I I C' ideas, design and arrangements represented Fill-in m Window Ex.2x4 Stud's 16"oc. Bedroom I LIVInC� ROOM �� therein, are the property of KEHL DESIGN N!i I I Existing oo - 000r jPROVDE HURRICANE STRAPPING N ACCORDANCE WITH I I R-15 Insulation m ASSOCIATES, LLC. No port thereof shall be R-15Insulation m I 1 1 copied, disclosed to others or used in connection CD THE 2020 RESIDENTIAL CODE OF NEW YORK STATE Ex.4" Subfloor Sheathing A Ex.20 Shoe I I I with any work or project other than for which E:1t 1 "xs" Decking 3,-1„_ -42>, I I I they have been prepared without written consent. I D W. N Ex.2z8 Boz Beam (2)13 X 7�” (2)13"x 7�" = Ex.2x6 Sill 2x8 Blocking— Existing 2x8 @ 16"oc. to remain 4 a a 4 ALL HEADERS ARE TO BE q REV. o LVL Flush Hdr. LVL Her. P Ne dei - 7 0IS8 (2)1 q"X 7q LVt UNLESS R E30 Insulation R-30 Insulation r Ex.Anchor Balls a 2x8 Girder - - -I - - - - - - Windowo I KITCHEN OTHERWISE NOTED Spray Foam Box Beam I I � - r�1 Mia CO/C iia 1„ ,;�i� Ex.8"x16o'nCMU. 11-25-19 " I = oo Spray Foam Box Beam Block Piers P Y 03-06-23 �" o0 32 o Ex.8" CMU. y 30"'x30"x12" Con. 04-05-23 REED I �- cc I Foundation32 ( —� -10"— —�f DER� Ex.16"x8" conc. Ftg. Footing Ex 2" PC. Slab 1>' NOTE: PROVIDE FIRE BREAKS r 1„ N 1 _ "x 9Z" LVL Hdr AS PER Min. Y-0" Below 1 31" 7 22 N 32 � - 28b8 THE 2020 Final Grade. �� iv IN RESIDENTIAL CODE OF g1„ a 032' `n NEW YORK STATE -104" 11'-114" IJ1 5'-6„ LIVING S cot 0 Axa oo w a 20'-101 –62'� I ROOM /G ;' N`` c I DE GR a D B ATH 00 I� Fill-in CROSS SECTION A -52" 5'-71 co Existing " Door ' o I "' "' Provide SCALE: 1/4"= 1'-0" 1 O `ice 2'-4' I oo I New BATH N ;,, 1'-6"� L CA a Window —t _ 3 244GW5040 -62 3' 34 -19'-74 3' 1" �)1�3 x �qF u _ -" NOTES: Ez.Ridge Vent 5'-4" Ex.2z6 Ridge 8T" 1r 1„ CO 0 r7 =I m Provide Insulation Baffles as required at Soffit CDX Gusset Plates CDX Gusset Plates a 3'-52 _jt-i „ 52„ 2'-0- / 00 „ °a 31 iN �" DE OR o Locations to Provide for proper attic ventilation 1„ O io 1 32 D I 5 " N 521" 2 N m Provide R-49 Insulation in all Flat Ceilings as per 4" CDX Gusset Plates �'°�`""•`�" N N 1 2018 IECC International Energy Conservation Code 3" �" CDX Gusset Plates WORK NOTES: 2668 32 Ex.2x4 Rafters - 16"oc. Ice and Water Shield to be used Beneath any damaged roof Ex. 4' CDX Roof Sheathing l2 4 Co^ Bo Lower ceiling 1„ „ 2' -7T” I I shingles or areas of repair on the roof m Ice and Water Sheild /C Height of Closets�C- 32 1 1 2 32" a v 1 1 5 31" O 7� Air Baffles m DE oR (a to 86" AEE. I COMBO c3OR BATH - 2 ® Provide Simpson Tydown or Hurricane Strapping to the rafters Ex.GAF Architectural Roof Shingles of all locutions of the Inferior that are Exposed during the �„ 6"X8"x ;" Plywood Gusset Plate Ex. CDX Gusset Plates DE oR L DE?/COC o0 7,_6„ `t removal of mold or deteriorated interior surfaces. 4 ° 1" uo " BEDROOM 3 n 1 m Provide 1x6 Azek or Equal to all locations of the fascias that ® Simpson Tydown 2x6 Ridge j B E D R 00 M #1 32 n are repaired due to Mold or Deterioration. " CDX russet Plates OF N o w/D 4'-34" 32 1„ 2x6 Sub Rafters - 16"oc. NEW N i 31„ Stackable O 2 B E D R 00 M q 0 Blue Skin House Wrap or Equal to be Used Under Siding for All m 1x6 Azek Fascia ,, P Y FIRE I I 5 D ❑ # `1 1- Locations Repaired ED Type "X" Fire-rated Sheetrock ,`D� 1,Iyq O� z _5^ EXT N N o P Ex. Vented Soffit `! �— o R-301nsulation 2 2x8 Flush Beam Sistered with - m Remove and Replace any Insulation that shows signs of mold Ex. 2 2x4 Ta Plate -�--_—_—_------ —_ 2868 O p CDX Gusset Plates 3" 1' v or deterioration with R-15 Insulation 14 x92 LVL on each side and Screwed Fill-in 244GW4040 � c14L " 4„ Together as per Manufactures Specs. Existing �� Ex. a Exterior 5„ l'sr, Window I ^� ® Remove and Replace any Siding that shows signs of deterioration 0 Blue Skin House Wrap or Equal e Type "X" Fire-rated Sheetrock with New Cedar Wooden Shingles t i'r� g Bedroom #2 w N ® Cedar Siding 4 I I I a ® Remove and Replace any Sheetrock that shows signs of mold p • 051�°u 5„ Ex.2x4 Stud's 16"oc. 1 or deterioration with New e Type "X" Fire-rated Sheetrock �OFESSIO�P� R-15 Insulation m 3^ —\ k Ex.2x4 Shoe Ex.4 Subfloor Sheathing { 244GW4040 I _1 1' R-30 Insulation = Ex.2z8 Box Beom COVERED PORCH Ex.2x6 Sill Existing 2x8 ® 16"oc. to remain A - " HIS N - Ex. Anchor Bolts spray Foom Box Beam x.2" PC. Slab i Spray Foam Box Beam ------- -------- --- c 52" Ex. 8" cMu. 1 G Foundation 12 _02" A I ' 32 to Ex.16"x8" conc. Ftg. Acceptance of these drawings does ,lot cuthrrrze I.!e right to -2 -2 ,, Min. 3'-0" Below build without the authorization of loyal governing agencies, sari Final Grade. as Suffolk Count Det of Health Service To? I 1,_2.. � Y Dept. s, ,n Build;ng N U 5'^ Departments, DEC, FEMA, etc. Verify all conditb�r.c, codes, and 0 CO � " -�IN CROSS SECTION � requirements with such agencies prior to construction. C'-2., -�4„ -64„ 8'-g„ -114„ - t-F SCALE: 1/4"= 1'-0" PROJECI 12' 44 30' 4" 10 3 `n W Q o 1 0 5 1 -4,> 42'-g4„ > m I '�' -2' 3'-2" 3'-2" �i" Ex.Ridge Vent ....VE U 244Fx4940 - - Ex. 2x6 Ridge S114" CDX Gusset Plates B 3' 2 4" -9' 32" B 3"Ex.2x4 Rafters - 16"oc. 12 g" CDX Gusset Plates r'PC:'ID1 Is''I! r:^"lE STRAPPING IN ACCORDANCE WITH �� 102 1 ' 1 Ex. CDX Roof Sheathing 7 — 2x6 Ridge Tie-Down T'i!F 2"C'i` f'=:;lia'I'L1t CODE OF NEN' YCCK STATE I = 32 m Ice and Water Sheild Air Baffles m Ex.GAF Architectural Roof Shin les R -- FLOOR � ria ci o 2 8 ° � q 4''2CDX xGussety PlotesGusset Plate CDX Gusset Plates 1300 S 1 LV E R M � 1', •`��."a -I ''„ — — — — °,B P Y GREENPORT, DERS ARE TO BE R-30 Insulation ac ® Simpson T down 2) , Y 7a LVL UNLESS SCALE: 1/4" = 1'-0" u � t W 516 Azek Fascia r " PIFRIMCE NOTED W ,No Ex.Vented Soffit R-19 Insulation PLATO'S E a O�`: �.�� COVERED wr - e " Type "X" Fire-rated Sheetrock S C T M # 1000- l• ': ,�-1 2 PNOV'��DE FIRE BREAKS 0 > x Ex,(2)2x4 Tap Plate WALL TO REMAIN PORCH o �W AS PER �� C� Ex.4" Exterior Sheathing 5" Type "X" Fire-rated Sheetrock® TIIE 2020 T� = 2) Layers of 2x4 ACID g 8 DRAWING TITLE: WALL TO B E FILLED—IN �N 2 ' Sleepers, set at 16"oc. 0 Blue Skin House Wrap or Equal F_ ILLNTIAL CODE OF REMAIN I Filled in with Closed Cell ® Cedar Siding PLANS F_10F�,, L _v YORE' STATE — O civ Spray Foam @ R7 per inch Kitchen _ _ WALL TO BE REMOVE 00 Covered with CDX Subfloor, 77 Ex. 2x4 Stud's 16°aa. -'. --- I (Provide Misture Barrier R-15 Insulation ® PLATO'S H f; L�`.} M. cc N Beneath all Sleepers.) N Ex.20 Shoe Ex. 4" Subfloor Sh othing AS NOTED R-30 Insulotion cl BEDR00 5 r _ ..w .,_ �.,�.....� X.2X8 16"oc. Floor Joists Ex.2x8 Box Beam {NOTES: N Ex. 2x6 Sill---,, o THESE PLANS ARE AN INSTRUMENT OF THC SER',"E ANI) '''.,- 111;- PROPERTY OF 1fE O O Ex,Anchor Bolts Spray Foam Box Beam „f. r , _ DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED ''[RETO. C_' -NTS WILL BE `q U Spray Foam Box Beam PROSECUTED TO THE FULLEST EXTENT OF THE l%"J. CUI ",;.I;''i':, SHALL 14_RIFY 1LL 02 Ex. 8" cMu. 12' } FIELD CONDITIONS AND DIMENSIONS AND BE SOt Y RESPC;'h,''?i r :? FLLD FIT. '''E o Foundation Ex.2" PC. Slab DESIGN PROFESSIONAL ASSUMES NO LIABILITY " 06!h'I It''! D':' TO UNKNOWI iR 1" A. Ex 16"x8',,conc. Ftg. UNFORESEEN FIELD CONDITIONS AND OR ADDITIC'1S BAari l.'.f'Cl Mf,'ENTS "i')T' = 32 102FORMALLY ACKNOWLEDGED AS REVISION TO THE-"[ PLANS. f N Min. -0" Below Final Grade. SEAL:" CROSS SECTION C _ OGT F , 042°2: 0 2 _ PR iJECT 'i1'. X301 DESICfJ Cf?IT=RIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE C.� 2022_ _ 8301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL _ _ _ SCALE: 1/4"= V-0" DR, ,'JN C r LOADS, If'CLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS ASIN = = = 1 O - ------ PRESCRIBED BY THIS CODE. THE CONSTRUCTION CF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS CH',=-CLEC CF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE 4a 5,_94„ TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS ,v AIr D STRUCTURES CONSTRUCTED AS PRESCRIBED 3Y THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS -2" 12'-3" 7=i +.,,+._N _,ECTION. COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. s ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 8301.1.1 ALTER"JATE PROVISIONS S Aft ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE UNDER FEDERAL COPYRIGHT LAW. '"J4,. t`' 1_!I.gITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS MAY NOT BE REPRODUCED WITHOUT 'HESE STAf'1DAF'f)`T, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WRITTEN AUTHORIZATION._ ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOd lvun',li_ r1WC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) j AISI STANDARD FOR COLD-FORMED STEEL FRAYING - PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. ���.p "�* " � �-. R r,• THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FFR ONE-ANf) TWO FAMILY DWELLINGS (AISI-S230) ICC STA.NCAF'DS ON THE DESIGN AND CONSTRICTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHL-DESIGN-ASSOCIATES, �r PROOF OF PURCHASE. 54'-94' //j` -41,f:' T 12'-Oq' 12' 18'-81 12'-0 . ilY { 4 4 4 4 4 4 4 �- �— -s 6 2 5 10� 3 24 5 -51' 3'-4�' 4' 103 4 51 51 4 10 3 3 5 41 3 4� F;�-.; -_ � w l.T C B t Vr-I amyl � Ie_S �_ei 244GW5040 244GW5040 - - KEHL DESIGN ASSOCIATES 1_LC - � - 244GW5040 244GW5040 '�3 -6 I I I —• - - - - - - - I I No Rail Required 1 N if Deck is Less Than residential & commercial design a consulting 30" Above Grade 2x6 Rafters 2x6 Rafters o Ex. 2x4 Rafters 16"oc. with „Ex. 2x4 Rafters 16"oc. with j 2x4 Rafters Beneath (Gusset 2x4 Rafters Beneath (Gusset @ 16"oc. @ 16"oc. C o Plated together) D I N N G Ploted together) I I l P0.Box 1675 prone: (631)433 9084 AREA Southold,New York 11971 E-h tail: ssbn6.5X@optor!ine.nef 1 --- - -I -- - - - - - - "x6" Deckin v Cathed it Ceiling 1u3 Ridge Vent 2x4 Ridge Tie-Down Ex. BEDROOM 2 Ex.2x4 Ridge Kehl Design Associates,LLC o formerly D A K Associates',LLC Ex. 2x4 Rafters 16"oc. with Ex. 2z4 Rafters 16'ac. with Ex. Ex,2A of ers -in6"oc• Simpson strop Te screw OWNERSHIP & USE OF DOCUI r I i I xs" Deckin Cathedr I Ceiling3„ p 9 `• a 9 v1EN 1. 2x4 Rafters Beneath (Gusset 2x4 Rafters Beneath (Gusset 0 Ice and Water Sheild 12 Air Baffles m x6" Decking (2)1 "x 9," LVL Flash Beam Sistered These drawin s and specifications incl6din the Plated together) I Plated togelher) Ex.GAF Architectural Roof Shingles -�2 to existing 2 2x8 Flash Beam g p g R-30 Insulation g O ideas, design and arrangements represented ���� I (� Air Baffles � g g � p h' ® Simpson T down Ex. 2x4 Ceiling Joists 16"oc. R-30 Insulation therein, are the property of KEHL DESIGN „ 2x6 Rafters 2x6 Rafters p Tydown Sistered with 2x6 @16"oc. Air Baffles (D ASSOCIATES, LLC. No part thereof shall be @ 16"oc. @ 16"oc. 01x6 Azek Fascia 7� [x,20 Ceiling Rafters 16"ac. � copied, disclosed to others or used in connection q with any work or project other ,than ,for which "x6" Decking R-19 Insulation 103 Ex. Vented Soffit s " they have been prepared without written consent. D W• N 1 ®g Type X Fire-rated Sheetrock 8" Type "X" Firerated ¢¢ o Ex. (2)2x4 Tap Plate 32 Sheetrock 0 (2)2x8 LVL Flush Bm. Ex. 34" Exterior Sheathing REV. E� o - - - - - - a g e Type "X' Fire-rated Sheetrock 3 3068 T0. =-,a 11-25-19 K I TC H N ° 0 Blue Skin House Wrap or Equal i N o co Bo ® Cedar Siding Bedroom #1 I 03-06-23 (2)1 "x74" LVL Flush Bm. CA DOOR Ex. 2x4 Stud's 16"oc, ao 04-05-23 I ° REF ° 2868 POC. R-15 Insulation m Ex.4" Subfloor Sheathing _o o Ex.2z4 Shoe � � ,3 � � � R-30 Insulation on' y @ @j o ❑ Ex.2x8 Boz Beam 104 I Q LIVING N � co o _� E � � ROOM ro'- Ex.2x6 Sill E..2X8 16"oc. Floor Joists o u� I � •5 /C co L��' = BATH Ex.Anchor Balis Spray Foam Box Beam Ex. 2" PC. Slab O DE OR p- o SD ° M Cn I j �, C Spray Foam Box Beom o U) c C- rn o Ex. 8" CMU. U - x o p Foundation — -- - - - - - - N c° a` 00 vn 00 Ucc) ' Ex. Minx83'Co"aBelow a ATH N N ° Final Grade. @ (n Existin Ce li J ists @ 16"0 a —r — L et 8 18„AFF. 244GW5040 < LL 2)14„x74„ o 11E LVL Header Co Bo 00 o CO Bo ° c � /C o 14' N /c = ° x DE OR WORK NOTES: v ¢o 2668 - 03 � Q x co GO BO 00 Lower Cei ing /C m Q Co BO O o 0 0 1 N Height of CI set�E OR O �0 0 /C B A T �N � to 86”" � CROSS SECTIOhI A N w 10 DE oR n Existing Ceiling Joists @ 16"oc. U oir N Set at 8'-11"AFF. co U BEDROOM #3 $ cr) 00 W/D v ax X SCALE: 1/4"= 1'-0" NE F NEW BEDROOM N tackable R00 Cn O EE I M_ o 104 �P EXT � �P AZl9� 2) "x 9;" LVL Flush Beam Sistered _ 2868 BEDROOM #4 to existing (2)2x8 Flush Beam 244GW4040 C N + 7 Z P, Q o Hoa 0 2 a C o N N I „ Existing Ceiling Joists @ 16"oc. 4— COVERED 1'-0 Set at 9'-1$"AFF. SIO244GW4040 PORCH L_Q k,. l 102 1Acceptance of these drawings does not authorize the rigl!t to, I build without the authorization of local co��, ninq age, cies, wh 4 I I I -2 u agencies, c I PROVIDE RESIDENTIAL CODEIN OF NEW STATEN as Suffolk County Dept. of Health Seivices, Toy B.,Ildng I I U Departments, DEC, FEMA, etc. Verify all condit!nn>, codes, and N O O requirements with such agencies prior to cr,'lstructicn. fZ -14" -74" -9” 5'-1 14 -1" ALL HEADERS ARE TO BE W (2)1 a"X 74" LVL UNLESS PROJECT 12'-34 30'-5" OTHERWISE NOTED W 1„ Q o '-4" � 42'-84 m 3'-2 -3'-2" I NOTE: PROVIDE FIRE BREAKS A~ # 'T ' 4 OS I L's U I AS PER . E � r ,. s';,. 244FX4940 - - THE ZOZO W = �,N RESIDENTIAL CODE OF e C° r' � NEW YORK STATE REFLECTIVEPLAN CEILING �� ;�2 Bench N 1�, � i U 2268 2068 ',ro Draws Below r~ SCALE: 1/4" = V-D" O GO D 300 SILVER� i`. -' 00 /C n r�z >I 0 WALL TO REMAIN - - - - - o - - DE OR GREENPORT, VIAL_L TO BE FILLED-IN PLATO'S _ b SCTM # 1000-�1•T- ..'1%_. � 2 ] WALL TO BE REMOVE ��� NOTES: DRAWING TITLE: � -2„ m Provide Insulation Baffles as required at Soffit Locations to Provide for proper ottic ventilation PLANS i O 3' - 0 Provide R-49 Insulation in all Flat Ceilings as per 00 =ice I o r7 2018 FCC International Energy Conservation Code PLATO'S f 1�J U11 _N N N I m Ice and Water Shield to be used Beneath any damaged roof € N BEDROOM rJ N shingles or areas of repair on the roof AS NO-FED ® Provide Simpson Tydown or Hurricane Strapping to the rafters N of all locations of the Interior that are Exposed during the removal of mold or deteriorated interior surfaces. NOTES: m Provide 1x6 Azek or Equal to all locations of the fascias that THESE PLANS ARE AN INSTRUMENT of THE SEF r,CE AND r'f PROPER',t Oi -1 = are repaired due to Mold or Deterioration. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HLRETO. 1 ''NT, "' � U 5 Ir�L L„ 0 Blue Skin House Wrap or Equal to be Used Under Siding for All PROSECUTED TO THE FULLEST EXTENT OF THE _.111. `T!'''''11, '11',I-L \,iR'F1' l!1 F 1A o Locations Repaired FIELD CONDITIONS AND DIMENSIONS AND BE SOLI RCSPt'i ,'.IFI 'R FIELD FII. C DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR O'aa!`_'C:i.; fIL TO U1;1'11G-W% OR C) Remove and Replace any Insulation that shows signs of mold A UNFORESEEN FIELD CONDITIONS AND OR ADDITI(iN'_, BASfT! li''(Ii ' HIIIEWS NOT or deterioration with R-15 Insulation N N 102 FORMALLY ACKNOWLEDGED AS REVISION TO THE ,F PLANA W ® Remove and Replace any Siding that shows signs of deterioration x W with New Cedar Wooden Shingles SEAL: DA t W > ® Remove and Replace any Sheetrock that shows signs of mold v�I--1;r=i 0.1 2t7?_:_ O or deterioration with New e" Type "X" Fire-rated Sheetrock PR ?JCCT fdCl: 8301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE U 2.022_ _ 8-701.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL _ _ DR,�lVVN Es' LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS -PRESCRIBED BY BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS ------ -.-.- OF THIS CODE :HALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE CHECh;ED - 'i: 41., 5,-93„ TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS 4 4 A1;D STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS -2" 12'-3" SH'_E I Id',;f..l ,�...... ,.., SECTION. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. 301.1.1 ALTERr1ATE PROVISIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED � S A I ALTERNF JIVE TO THE REQUIREMENTS IN SECTION 8301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE UNDER FEDERAL COPYRIGHT LAW. "":` LitAITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS MAY NOT BE REPRODUCED WITHOUT T'ILESE STAND/%,F-,,'i'), THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WRITTEN AUTHORIZATION. 1) AWC WOOD FRAr,4ED CONSTRUCTION MANUAL (WFCM) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AIS-1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. FOR ONE-AND Two FAMILY DWELLINGS (AISI-S230) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ') ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHL DESIGN-ASSOCIATES, LLC PROOF OF PURCHASE. - --- ,,: /L1J,111 411 IIS -L`• `p I �`: 1° IIiI II uI LJ-�1l- JJ-�I -L❑ ! KEHL DESIGN ASSOCIATES, I,Lc residential & commercial design o corisullr)g - 1 -Li Ili - - � � �I 11.11❑ ❑�1llJ11 Eli 11J❑1 I I I I I LL-LI I 11-JL 1-U-L 11L11�!1L�ll� 11_Ld II I 1,14 1 P0.Boz 1675 phone: (631)433-9084 I:c_ ';. � 1,[�. ❑❑ u I - Southold,New Y rk s,�Ibn/,50,optohiine.net �\ e o 11911 E-MaB: s�bn�5..,a.tahfne.nef ij�`' 1 I j r,; S i,i lotPSL AI p �- ALL] I Kehl Design Associates,LLC o formerly D A K Associates,LI C ! I : 1._r1.l_ 1�1❑ l : ' , , - U! 1 ❑ OWNERSHIP' & USE OF DOCUI, iS: 11. I These drawings and specifications including the i_ .l_ I11} LJ f1 11 I I 9 P 9 . 1 " L II, IJ fLJ�. ideas, design and arrangements represented. LL11!1❑ ❑ LL11JllJ_ LLLL11�1 J 11 111 therein, are the property of KEHL DESIGN copied,ASSOCIATES,sc osed Lto others part or used n Sconlnlection ! �� 1L� �J1 1 with an work or project other than :for which 1 _ fliI i f,.1L�_-I l.'_❑1I_ILI UJJ1L11�11 _ y l:l ❑!llll❑11 y 1:_.__I._I 'L1llt-Li, 1 they have been prepared without written consent. 1 .11 11-,1i[I!-_::11.11�1 LUL L t J 1 _11 i1.._ !L1:-LI_L!11,Ll!I-LI L1 - _JJ_ III REV. 1..11,1 I I I �Jl�JJ ll Ll ! ❑LLLLl 1LILLLJ II •III 11-25-19 03-06-23 04-05-23 NORTH ELEVATION 1 SCALE: 1/4"= 1'-0" Ll j L I � ) WORK NOTES: LL 111 ❑ l❑L11ll III IL1L 1 1 __LL L I II IIIIII IL �P� e NEN✓y M,q SOUTH ELEVATION0 ti : ad Q SCALE: 1/4"= 1'-0" 0� A�OFEE S 10�PL 111_L❑1Ll_l ❑❑LIEU' ----_- - --- — !L I LL 1.11 I L1 rlU❑L1L1 ! ! 11._ I_i'.-ILI!_1LI1 I ❑I L_I i_1l�LL'_1!_I! DELLE, I 111! II__JL 11_ Acceptance of these drawings does not aut`lorize the right to 1 LLII_LLLIL 1LLIEl_A ❑L❑LI 1 JI II II hJ_L1LJWLII ILJI III build without the authorization of local governing a,encies, su0 �� llll111111 L❑111�W ! 111 ❑!L❑L11JJ 111Lll- 1 I1 as Suffolk County Det of Health Services, To',i,n Pudding L_; It I-!J L LL L1J L� 1 J , ,�� 'i_lll1_llIlll_1lil1LIL11�LJ1- ll JJL_LU- ! Y P ' 9 Departments, DEC, FEMA, etc. Verify- o!I condition,, codes, and requirements with such agencies prier to construciion. 'I liL 4 LI LLJI!l I LI!�_❑L ! ❑JJ I 11J_1L1L_1 I ''Ll LI1!LI_I-I'�lI E FE] I L1L ❑ I ,� _�. . !LI iL':._111111 i_IL1 LI.!1Ll L ULI X111 J l .�,...�,�. 1I _111.1 11❑.U1_LL.1! _L'J' L�! 1 j�L LL I PROJECT: i11�ll1-ULLllI-ILIi_;J1LI!_1 ! - J '1�: I I__.�l-l..!11llLI Lu___,_C❑i I JL ' I 11 J !❑❑� I _l❑1_l l I I I L L!1 l�1LLll 111! �J1_LLILIll J_1L1i11.1ll II 11 J_ if li_I. Ill J1' 1J 1 1 L _�i 7'1Ulll 'LILiI-LL 1.1L:il_JJ❑LLL 1) Er u 11.111-I_il_L_LL_LLL.1�,1LAI' ll. 111�._11 f LI U_L1L1! L.J ILi 1 L_LLJ L1_I-J J11LU Ell :,- !❑ 111_L_iLJ 1:_11 I L1_1 L11 LLQ�111L1�IL ! I �❑I� 1:11.1 ❑11 ; I_.._LI 1 1.11-11_❑111.1 LL_.1_,�IIJ,:111 I�LLLI1 1300 SILVERM"- GREENPORT, ;', `, PLATO'S SCTM # 1000--�;-7, ':: %- 1 2 WEST ELEVATION j 'DRAWING TITLE: PLANS �=0 :: SCALE: 1/4"= V-0" \ % = ❑ PLATO'S HOU-. t : AS N OT'l C JLLL1 111 11111 11111 11111 Hill III �/ \� THESE PLANS ARE AN INSTRUMENT OF THE SEC'ACF AND ,Ii'1 1''_ PRnnEPi OF THE JIJ1lLll ❑ ��� DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HPUTO, b:?' 'iC! 'IIITS Y+iIL GE PROSECUTED TO THE FULLEST EXTENT OF THE !_C' CO"F SI?AI_L '�R'FY ALL t 1 FIELD CONDITIONS AND DIMENSIONS AND BE SOLE`' RESP` l'31' `,'A FIE P FIT. ' !F ❑ 11 ❑ 1L�LLL I DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OIl';I TG U!:?,iG'14"' OR I UNFORESEEN FIELD CONDITIONS AND OR ADDITI!','. RASP', '' OfJ ;'ti?'1ENTS t+OT FORMALLY ACKNOWLEDGED AS REVISION TO TH[ : PUN; 11 SEAL: DA I I_ � � VIII I o _ OCTA i P', 04 202: R301_DESICN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE L1llL11 - - PROJEC_ ii:): - III LI III II I I� _ 1 1 ;i- 2022 8301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL I .1LH_lL_I I ] 111L DRA'A!N E,r': COAGS, INCLUDING DEPD LOADS LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS11 Ll —_-- PRESCR!BFD BY THIS CODE. THE: CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS 111 I-LL J1 EEC _ 11 L1 ff LILI :LLL J— u ll CHr_c,r.E� f TK OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE 1L _ 1RANSFEP OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS 'D ST8UCT1_'RES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SHti77I',',`,7-t­': © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. 8301.1.1 ALTERiJATE PROVISIONS EAST ELEVATION ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED AN ALI1_r�,JF,TI`JE TO THE REQUIREMENTS IN SECTION 8301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE UNDER FEDERAL COPYRIGHT LAW. LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARE,' THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. " ''"''° ° SCALE: 1/4" = 1'-0" DC!l N'�riTM,�,�;,M u[ 1) AWC V!OOD FRAMED CONSTRUCTION MANUAL (WFCM) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 2) A.ISI S,ANDA�G FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. FOR ONE–AND TWO FAMILY DWELLINGS (AISI-S230) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE `"" ° ` ° - __ 3) ICC STANDAPID , ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 0 KEHL^DESIGN°ASSOCIATES, uc PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN 3. PROOF OF PURCHASIF