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HomeMy WebLinkAbout50287-Z TOWN OF SOUTHOLD r � BUILDING DEPARTMENT TOWN CLERK'S OFFICE w f 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 #: 50287 Date: 2/2/2024 Permission is hereby granted to: Silver Sands Hld s I LLC c/o Alexander Perros 19215 Soundview Ave Southold, NY 11971 To: construct (2) landings to existing motel building as applied for. At premises located at: 1400 Silvermere Rd, Greenport SCTM # 473889 Sec/Block/Lot# 47.-2-11 Pursuant to application dated 12/19/2023 and approved by the Building Inspector. To expire on 8/3/2025. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $262.80 CO-COMMERCIAL $100.00 Total: $362.80 Building Inspector t �9tt "= TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 littps://WWNY.S outholdto tolvQOV Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector. -. r ,,, y) �1 .9 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:December 18, 2023 OWNER(S)OF PROPERTY: Name:SILVER SANDS HOLDINGS I, LLC SCTM#1000-47-2-11 Project Address:1400 SILVERMERE ROAD, GREENPORT, NY 11944 Phone#:917-318-0027 ]HII'-:ALEX@SILVERSANDSMOTEL.COM Mailing Address: 1400 SILVERMERE ROAD, GREENPORT, NY 11944 CONTACT PERSON: Name:ALEXANDER PERROS Mailing Address:19215 SOUNDVIEW AVENUE Phone#:917-318-0027 Email:ALEX@SILVERSANDSMOTEL.COM DESIGN PROFESSIONAL INFORMATION: Name:N.J. MAZZAFERRO, P.E. Mailing Address:PO Box 57, GREENPORT, NY 11944 Phone#:(516) 457-5596 Email:nickmazzaferro@verizon.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 ®Alteration ❑Repair ❑Demolition Estimated Cost of Project DOther Convert window to door in diner $$2,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: RR Intended use of property:Transient Housing Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? ❑Yes BNo IF YES, PROVIDE A COPY. ig Check Box A'l'ter Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Alexander Perros ❑Authorized Agent Rowner Signature of Applicant: CONNIE D.BUNCH Date: Notary Public,State of New York STATE OF NEW YORK No. 01BU6185050 Qualified in Suffolk County SS: Commission Expires April 14,2p-a?) COUNTY OF SUFFOLK being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contra )above named, (S)he is the OWNER (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 X18 Notary Public PROPERTY OWNER AUTHORIZATION .(Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date ALEXANDER PERROS Print Owner's Name 2 Seo GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION N T R A C T 0 R N T E SGeneral Notes: ;_�..�.", .ri'.: �,...;,:,;;,.._.: :.... Vo a., p 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF _ Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION, 1. All studs to be SPF 2 or better, and all other structural wood to be Douglas Fir Larch 2 or better. - / r GENERAL NOTE::: 2. FIRE SAFETY: / 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 BUILDING A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES LIC 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. g residential & commercial design o consulting 2 PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 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 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. PO.Box 1675 phone: (631 433-9084 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-Mail: ssbn654@optonl!ne.net 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. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kehl Design Associates,LLC oformerly DAKAssociates,LLC 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5, corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED These drawings and specifications including the 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. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: copied, disclosed to others or used in connection 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. Y project THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: with an work or ro ect other than for which E = 1 ,600,000 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI 7. Fb 825 PSI C. HEAVY DROP CLOTHS.- PLUMBING WORK SHALL BE PERFORMEE BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH 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 8. Laminated Veneer Lumber (LVL): ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. = 0,000 PSI THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E Fv = 1 ,90 90 PSI 9 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI «n i DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TOA POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. �A�� 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL 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. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE RESOLUTION. 6 SPECIAL SAFETY NOTES 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND 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. 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 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 THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE WORK NOTES: 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, OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph)_ CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 4A 4A DESIGN CRITERIA 2018 InternationalEnergy Conservation Code ( ECC PRESCRIPTIVE DESIGN N O SUBSTITUTIONS J �E of �W SECTION C503 AETERAT ONS n 5P �'��r°�I- USES(s) AND OCCUPANCY CLASSIFICATION(s) � -gam All framing hardware shown on these plans, USE OCCUPANCY (503.1 Genera MOTEL / RESIDENTIAL R-1 unless otherwise indicated , IS Simpson Strong - Tie. �.�! Alterations to an building or structure shall comply With the requirements of this section 2 No substitutions are approved or authorized . y g s�o tip o��o9y TYPE OF CONSTRUCTION (CHAPTER 6) C503 and the code of the new construction. Alterations shall be such that the existing AROFESS1oVIP�� TYPE GROUP Due to the relationships of framing hardware to building or structure is not less conforming to the provisions of this code than the B the other components of the structure, any framing HEIGHT AND FIRE AREA hardware substitutions will render these tans existing building or structure was prior to the alteration. Alterations to an existing 'ROJEGT: plans bui din stportion thereof shall to the provisions of this code HEIGHT FIRE AREA null and void , and will result in the installer/contractorg system or p ereoa conform H IGVERBUILD'DSTANCE FROM GRADE assuming responsibility for the design and as those provisions relate to new construction without requiring the unaltered portions ofSILVER"' PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA performance of the entire system . THE HIGHEST ROOF SURFACE 7000 SF. the existing building or building system to campy with th*s code. Alterations shall not I =1 i'-6" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 EL STATEBUILDING CODE OF NEW YORK create an unsafe or hazardous condition or overload existing building systems. COMMERDAL C D ETA LS- 1400 SILVERMERE ROAD TOTAL HEIGHT FROM RIDGE TO GRADE Max 15'-3" EXCEPT ONS. The following alterations need not comply with the requirements far new ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD g p y q GREENPORT, NY 11944 LUMBER SPECIES AND GRADE (SEI/ASCE 7 - 22) construction, provided that the energy use of the building is not increased: SCTM # 1000-47-2-11 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER )RAWING l l I LE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER 1 . Storm windows installed over existing fenestration. 2. Surfaced applied window film installed on existing singe pane fenestration GENERAL NOTES ACCESSIBUTY CONSTRUCTCN D ECAILS- . AREAS OF STRUCTURE assemb ies reducing soar heat gain , provided that the code does not ALL SPACES , AREAS , DETAILS , DIMENSIONS AND CONSTRUCTION require the glazing or fenestration to be replaced. NEW CRAWL SPACE NA q g g p NEW FINISHED BASEMENT NA TO CONFORM TO ICC/ANSI 2009 A 1 17 . 1 EX. BASEMENT NA 3. Existing ceiling, wallor floor cavities exposed during construction provided NES: WEST WING FIRST FLOOR NA y TH THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NORTH / EAST WING FIRST FLOOR NA DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EX. SECOND FLOOR NA that these cavities are fed with Insuation. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA Nate• 4. Construction where the existing roof w a o r f o o r cavity i s not e x p u s e d, DESIGN EEN FESSIONAL ASSUMES NO LIABILITY FOR OPdMD UP DUE COMMENTS NOT LOFT NA UNKNOWN OR NEW BALCONY NA UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMM? FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(a) NA 13R Fire Sprinkler System is to be Installed throughout the entire Motel in Accordance with the 5. Roof recovered. SEAL: DATE: ATTIC (HOUSE)(b) NA NEW GARAGE ADDITION NA 2020 Fire Code of New York. Engineered Pans of the System are to be Submitted to the Town 6. Air barriers shallPROJECT N0:not be required and roof replacement NCT NO: 2023 ATTIC GARAGEa NA EX. UTILITY ROOM NA EX. SCREENED PORCHES NA of Southold Building Department and The Town of Southold Fire Marsha Prior to Installation. where the alterations or renovations to the building do not include DRAWN BY161-2023 EX. OUTDOOR SHOWER NA EXISTING DECK NA BDK NEW DECK N SgFt alterations renovations or repairs to the remainder of the building envelope, CHECKED BY: EX. COVERED DECK NA SHELI NUM EX. COVERED FRONT PORCH NA COVERED ENTRANCE NA © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. POOL HOUSE CABANA NA Fire Alarm System will be provided as per the 2020 New York State Building Code ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED G 1 ACCESSORY STRUCTURE NA UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT (a) WITHOUT STORAGE Acceptance of these drawings does not authorize the right to build without WRITTEN AUTHORIZATION. DUB NUMBLR: ul- (b) WITH STORAGE the authorization of local governing agencies, such as Suffolk County Dept. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF of Health Services, Town Building Departments, DEC, FEMA, etc. KEHL DESIGN ASSOCIATES, LLC. Verify all conditions, codes, and requirements with such agencies prior to THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE construction, PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHL-DESIGN-ASSOCIATES, u.c PROOF OF PURCHASE. j" LOCATION OF EXISTING LOCATION OF NEWT. r 3068 DOOR TO KITCHEN 3068 DOGHOo COFFEE KEHL DESIGN ASSOCIATES I.Lc 2x6 ACO House Beam 2x8 ACI House Beam residential & commercial design o consulting CO Pipe Lender Hose Bibb :� PC.Box 1675 phone: X631 433-9084 —17'—7 Southold,New York 11971 E-Mail: ssbn654@optonGne.net Line of Deck Above 8 Kehl Design Associates,LLC o formerly D A K Associates,LLC Line of Deck Above 12" Sona Tube filled with Line of OWNERSHIP & USE OF DOCUMENTS: 12" Sona Tube filled with Line of Deck Above Concrete, Min. 3'-D" Below Deck Above Concrete, Min. 3'-0" Below These drawings and specifications including the Final Grade 3'-3" 12' Sona Tube filled with ideas, design and arrangements represented Final Grade 1 „3'-3"13» 14» 14" Concrete, Min. 3'-0" Below g g p i» therein, are the property of KEHL DESIGN 3'-62" 10'-1 18 3'-6� Final Grade ASSOCIATES, LLC. No port thereof shall be 18'—O8" 2x6 ACO Tap Rail copied, disclosed to others or used in connection with any work or project other than for which r 4z4 ACQ Post they have been prepared without written consent. FOUNDATION PLAN 2x4 ACQ Upper Sabrail SCALE: 1/4"= 1'-0" 40 A "' CQ Post 8" Carnage Bolts REV, LOCATION OF EXISTING LOCATION OF NEW 2x2 Baisters 5, 2x4 ACQ Lower Subrail a x 6" ACO Decking 3068 DOOR TO KITCHEN 3068 DOOR TO COFFEE 2 2X6 ACO Flush Girder SHOP { � 4x4 ACQ Post 2X6 L 11 oc. 2x6 111 1.... Beam 26 ACQHause Beam Simpson 44 Anchor Base Hurricane Strapping 1'x12" Anchor Bolf 12" Sona Tube fi"ed with Concrete. Min. 3'-0" Below 4X4 AC Q os"P t Attached t Final Crude 4X4 ACQ Post Attached to 4X4 ACQ Post Attached to Con rete Pier with Simpson 4X4 ACO Post Attached to SNACK BAR I Concrete Pier with Simpson Concrete Pier with Simpson ;� 4z4 Post An nor Concrete Pier with Simpson 4x4 Post Anchor 4x4 Post Anchor Post Anchor E:12 2X6 ACO 22MACI SCALE: 1/4"= 1'-0" Flush Girder Flush Girder 4z4 ITypical Deck Section 3'-61 d 10'-118" 1 3' -61 COFFEE 18'—O8" SCALE: 1/4"= 1'-0" S ACK BAR GIRDER PLAN SHOP SCALE: 1/4"= 1'-0" O WORK NOTES: K I TC I EN SCALE: 1/4"= 1'-0" SCALE: 1/4"_ '-0" LOCATION OF EXISTING LOCATION OF NEW 3068 DOOR TO KITCHEN 3068 DOOR TO COFFEE SHOP LOCATION OF NEW 2x6 Simpson Joist Hanger 2x6 ACQ House Beam 26 Simpson Joist Hanger LOCATION OF EXISTING 3068 DOOR TO COFFEE 3068 DOOR TO KITCHEN SHOP 42" GUARDS ARE TO BE � co SIN 1)1"t PROVIDE WHERE LANDING IS DN B DN 2x6 Simpson Joist Hanger 1 I 26 Simpson Joist Hanger GREATER THAN 30 INCHES STAIRS TO HAVE A MAXIMUM ABOVE GRADE WITHIN 36" RISER HEIGHT OF 7" AND A J, — P�� OF d�W k X6 ACQ Flush = 2X6 ACQ Flush CO .p PROJECTION BEYOND THE MINIMUM TREAD DEPTH OF 11" 5 J LANDING AS PER THE 2020 AS PER THE 2020 BUILDING NEV YORK STATE CODE CODE OF NEW YORK STATE -- 1" — -6'-8Z" 1 '-11"---4' 3'-61 1p� 18'-6� 8 —O8 �; w 2�Fp �O 05109 SILVERSANIDS MOTEL EXTERIOR WALKWAY FLOOR JOIST LAYOUT A�OFESstONP�� SCALE: 1/4"= 1'-0" ET EEN 42" GUARDS ARE TO BE SMAC DAR A D COFFEE S IOP PROVIDE WHERE LANDING IS GREATER THAN 30 INCHES STAIRS TO HAVE A MAXIMUM 'ROJIECI: SCALE: 1/4"= V-0" LOCATION OF EXISTING ABOVE GRADE WITHIN 36" RISER HEIGHT OF 7" AND A LOCATION OF NEW 3068 DOOR TO KITCHEN PROJECTION BEYOND THE MINIMUM TREAD DEPTH OF 11" 3068 DOOR TO COFFEE LANDING AS PER THE 2020 AS PER THE 2020 BUILDING SF10P S I �* NEW YORK STATE CODE. CODE OF NEW YORK STATE �f hri 0"' T E L -x6 AG De in ;° 6 ADO Decking 1400 SILVERMERE ROAD GREENPORT, NY 11944 3'-62" 10'-118 l 3'-6 ' SCTM # 1000-47-2-11 18'-08" DRAWING TITLE: DECKING LAYOUT EXTERIOR WALKWAY SCALE: 1/4"= 1'-0" FROM DINER KITCHEN TO 42" GUARDS ARE TO BE COFFEE SHOP AREA PROVIDE WHERE LANDING IS GREATER THAN 30 INCHES STAIRS TO HAVE A MAXIVUM LOCATION OF EXISTIMG ABOVE GRADE WITHIN 36" RISER HEIGHT OF 7" AND A LOCATION OF NEW NOTES: 3068 DOOR TO KTCFEN PROJECTION BEYOND THE MINIMUM TREAD DEPTH OF 11" 3068 DOOR TO COFFEE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE LANDING AS PER THE 2020 AS PER THE 2020 BUILDING SHOP DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW YORK STATE CODE, CODE OF NEW YORK STATE 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 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DAT E: DN N NOVEMBER,25 2023 C PROJECT NO: t 4X4 ACO Handrail Post I I 4X4 ADO Handrail Post � COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. � ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1161-2023 Z UNDER FEDERAL COPYRIGHT LAW. DRAWN BY: PLANS MAY NOT BE REPRODUCED WITHOUT BDK 3'-6 WRITTEN AUTHORIZATION. CHECKED BY: 52' " 10'-105" 3'- 61" 5 " ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 18'-1 05,, KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE SHEET NUMBER: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN RAILING LAYOUT PROOF OF PURCHASE. A 1 O SCALE: 1/4"= 1'-0" 01, Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF of Health Services, Town Building Departments, DEC, FEMA, etc. r Verify all conditions, codes, and requirements with such agencies prior to construction. © KEHL•DESIGN-ASSOCIATES, u.c C