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HomeMy WebLinkAbout49083-Z TOWN OF SOUTHOLD ' BUILDING DEPARTMENT TOWN CLERK'S OFFICE " SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49083 Date: 4/3/2023 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 and repairs to existing motel cottage as applied for per DEC Non-Jurisdiction letter. #101 At premises located at: 1100 Silvermere Rd, Greenport SCTM #473889 Sec/Block/Lot#47.-2-14 Pursuant to application dated 11/17/2022 and approved by the Building Inspector.. To expire on 10/2/2024. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $845.60 CO-COMMERCIAL $50.00 Total: $895.60 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT l Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 lop �i Telephone (631) 765-1802 Fax (631) 765-9502 httsM�'Awww.southoldtownnov a Date Received APPLICATION FOR BUILDING PERMIT I i For Office Use Only �� PERMIT N0. Building Inspector: 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:October 5, 2022 OWNER(S)OF PROPERTY: Name:SILVER SANDS HOLDINGS I, LLCscrM#1000-itev = Project Address:li*N Silvermere Road, Units 101, Greenport, NY 11944 Phone#:917-318-0027 Email:ALEX@SI LVERSANDS-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 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@SlLVERSANDS-MOTEL.COM DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration RRepair ❑Demolition Estimated Cost of Project: (]Other See Attached. $404,490.00 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes 10No 1 PROPERTY INFORMATION Existing use of property:R-1 Motel Intended use of property: R-1 MOTEL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? ❑Yes i@ No IF YES, PROVIDE A COPY. I@ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pri ame): Uthoriz/ed Agent ❑Owner Signature of Applicant: _ cvk�' Date: L6/ ' C�2� STATE OF NEW YORK) v SS: COUNTY OF SUFFOLK ) 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 JUNE 2022 Notary Public F) EIRTY ,; 114 IE;;;R AU„T1,,,1 III „ „I ION (Where the applicant is not the owner) I, ALEX PERROS residing at AVENUE 19215 SOUNDVIEW , SOUTHOLD, NY RICHARD W. VANDENBURGH do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. tot cfl -Li_- Owner's Signatur Date ALEX PERROS Print Owner's Name 2 N. J. MAZZAFERRO P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Desi n, Construction Inspection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport,NY 11944 Re: - Certification Statement - Construction Costs for Refurbishment of Cottages 1 to 8 Tax Lot— 1000-047-02-14 (1100 Silvermere Road, GPT,NY 11944; AKA 101-108) Property Occupancy Code—R-I Motel Transient—NYS Building Code Section 310.2 Project Category—Alteration 2 - NYS Existing Building Code Section 603 Tax Info — Commercial - 8 Cabins on 1.625 acres—Pre-Existing 1957 No CofO's for main structure; CofO 10112 issued 8/26/80 for Tree House On 2/26/23 I reviewed the project plans for the Silver Sands Cottages renovation. My review included discussions with the Project Manager (Alex Perros). The purpose of this effort was to determine if the proposed construction complies with the 2020 NYS Building Code (Energy Conservation), in particular the 2018 IECC. The proposed work has been determined to be an "Alteration-2" as defined by the NYS Code. The elements reviewed for energy conservation include the exterior envelope, fenestration and HVAC System. Exterior..Envelope: The exterior envelope includes the roof, ceiling walls and floor. The insulation provided in the design is as follows: ElementExisting Proposed Roof Structure Batts— (R-11) Batts—(R-49 New Ceilings Batts-(R-11) Batts—(R-49) New . mm—ITm Walls - Exterior Batts- (wR11) Batts— (R-15) New Walls - Interior NoneBatts— R-11 New ..— --_m. ....... _ �._. ........ ................. Floors None Batts—(R-30) New Overall Substandard Exceeds Requirements 1 I find this proposed design for the exterior building envelope to be compliant with the Code. This finding is based upon Code Section C503- Alterations, Item C503.1 General. The design building envelope meets the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for routine operational needs. - The Alterations do not create any hazardous conditions or overload any building systems - All exposed cavities in the roof, ceiling, walls and floors will be 100% filled with insulation. Fenestration: The fenestration includes the doors and windows throughout all the Cottages. As part of this alteration all the doors and windows are being upgraded. The doors will be Thermatrue or Anderson 400 Series. The windows will be Anderson 200 Energy Star Series. The new replacement doors and windows in the design all have a "u" factor in the range of 0.30 to 0.32. The Prescriptive Section of the Code requires: Windows - to meet Section C402.4 Table C402.4 the "u" factor is 0.45 Doors -to meet Section C402.4.5 Table C402.1.4 the "u" factor is 0.61 The Thermatrue Doors have a"u" factor of— 0.30 (or less) The Anderson 400 Series Doors have a"u" factor of- .032 The Anderson 200 Series Windows have a "u" factor of- .032 I find this proposed design for the fenestration to be compliant with the Prescriptive Code. This finding is based upon Code Section C402.4 and C402.4.5. The design for the window and door replacement meets the prescriptive requirements of the Code. HVAC: The HVAC Systems includes the new "split units" proposed for the cottages. The use of split units will provide a more efficient, highly controllable system for each cottage. The systems provided in the design are as follows: Cottage Conditioned Space Proposed Unit Unit 1 to 8 1- Individual Room ComfortStar Unit— 1.5 Ton Rating 2 e I find this proposed design for the HVAC System to be compliant with the 2018 IECC, in particular Section C403.3.2 HVAC Equipment Performance Requirements. This finding is based upon the efficiency ratings and vast operational improvement of the newer systems. The building mechanical system meet the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for daily operational needs. - The Alterations do not create any hazardous conditions or overload any building systems �.�i 1tin The Interior and Exterior Lighting Systems include all new LED luminaires. The interior lighting proposed for the cottages will be 100% LED, decreasing the amount of energy used, reducing the interior heat load and providing a longer unit life cycle. The exterior lighting proposed for the cottage area meets the code requirement for visibility while conforming to the Dark Sky requirements of Southold Town. The exterior fixtures will be 100% LED, decreasing the amount of energy used and providing a longer unit life cycle. The systems provided in the design are as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use much less energy for daily operational needs. - The Alterations do not create any hazardous conditions. Nicholas Mazzaferro, PE O P` a 051 � PI . 3 SILVER SANDS 1400 SILVERMERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION Units 101 102, 103, 104, 105, 1061, 107,& 108 WITH RESPECT TO DEC TRUSTEES WATER&SEWER: DEC JURISDICTION —See Attached No Jurisdiction Letter dated 7/27/21 TRUSTEES JURISDICTION —See Attached Letter from Kimack dated November 10, 2022. SCWA HOOK-UPS—See Attached Permit issued by SCWA for connection. SEWER HOOK-UPS— Be advised that we did not perform any new work or hook ups and the only work that was done by Skrezec was to inspect and repair a broken line. DESCRIPTION OF THE PROPOSED CONSTRCUTION; For Each of the cottages, the work to be done includes as typical: •Roof replacement. •Repair or Replace damaged/rotted framing where needed. •Upgrade insulation. •Replace/upgrade existing plumbing risers and fixtures. •Replace/upgrade existing electrical service and rough-in. •Replace/upgrade existing HVAC. •Replace interior wood flooring. •Replace sheet rock and trim. •Repair or Replace screened-in porches, as needed. •Repair foundation cracks, as needed. •Replace windows and doors in kind. •Repair or Replace existing siding. CERTIFIED COST OF THE PROJECT. SID 400.00 28,. % OF TH MBINED T CTURES V TIONWH H OTALS $1 4 9,000.00) ETE IN BY CE IFIE VAL 10i OF NE MART{' ALUA NA ,ADV ORY NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Dlvwtoks of Envh onnwn4lt Pol 1111W,Roulool I SUNY+o Stony Biook,50 Cilde Road,Stony emoik,NY 11790 P:(631)444-0365 1 F:(631¢444-03(io mvwdok 1ryw'v LETTER OF Nr JURISDICTION TIDAL WETLANDS ACT Alexander Perros July 27, 2021 Silver Sands Holdings I LLC 19215 Soundview Ave. Southold, NY 11971 Re: Application #1-4738-04898/00001 Silver Sands Holdings I LLC Property: 1100, 1220 & 1135 Silvermere Road SCTM# 1000-47-2-13, 14 & 15 Dear Alexander Perros: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the above properties landward of the functional bulkheads greater than 100 feet in length, as shown on the survey prepared by Young and Young, last revised 5/17/2022, which Was constructed prior to August 20, 1977 as evidenced oil Tidal Wetland Map 1720-552, are beyond the:jurisdiction of the Article 25 Tidal Wetlands Act, I'lierefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all preCaUtI0119 are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may MSUIt from YOUr project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide constrLICti011 area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve You of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: BMHP File ("on 4 0 1,va I Io I I Michael AL A-1mack ATTORNEY AT LA W P.O. Box 1047 Southold. N.Y.I 1971 Cel_,... ell No. 516-658-6807 F-mail: mkimack2((D,_yerizon,net November 10, 2022 Michael Verity, Chief Building Inspector Southold Tomin building Department 54375 Main Road, Southold. N.Y. 11971 Re: Silver Sands Holdings I ., LLC 1400 Silvermere Road Greenport, N.Y. 1 1944 Dear Mr. Verity; The intent of this letter is to apprise you of the effort rade by Silver Sands Holdings 1 LLC (LLC) to conform to all applicable: codes as they may pertain to the rehabilitation, of the motel and cottages. I was engaged to address the rehabilitation plan and evaluate the comporn.nts of the plan as to what jurisdictions apply, both Town and State, and w nich permits may be required to be in compliance. In that context. l prepared my Analysis ol'the Southold Codes along with discussions with 'Town individuals [or input into their interpretation as to what p(:rmit(s) may bi needed. In addition, I alsocontacted DJ`,C to gain irnsight as to whether permit(s) are required. The culmination of my inquiry. was compiled in a sutnrmary analysis submitted tc. the LLC .Ianuary° Of't.his year. A copy oi'my Analysis is atttrch(d for your review. 1 simpfy wanted to empinasizc that the LI-C has. It°om the beginning, been diligent in understanding, their responsibility to abide by the Codas of the Town and Stale in the application of the rchllbilitadon plan. Sincerely yours, Michael :k. Kirnack SILVER SANDS HOLDINGS I LLC at VILLAGE of GREENPORT, TOWN OF SOUTHOLD Analysis of Southold Codes for ZBA and Trustees, as May Be Applicable. For your reference as we move forward, I have attached the relevant Chapter 280 Zoning Bulk Schedule and Density and Minimum Lot Size Attachments 1 -4 and the first two pages of the Zoning chapter for a resort Residential RR District. Scope: Phase 1 of the project is to restore the existing 21-unit motel in an RR zone with no additions and the existing fifteen (15) cottages on five (5) separate lots in RR zones with no additions. Although some, or all, of the existing structures may fall within the jurisdictions of Trustees and/or New York State DEC, it is the nature of the proposed improvements that may, or may not, trigger a permit application. JURISDICTIONS AND PERMIT REQUIREMENTS FOR PHASE ONE I. TOWN TRUSTEES a. Tidal Wetlands: within 100 feet landward of tidal wetland boundary or mean high water (MHW)to closest point of either existing or proposed structure. b. Fresh Water Wetlands: 100 feet from closest point to existing or proposed structure. FINDING: Trustee permit(s) not required where renovation or repair of existing structure (including roof area), where there is no increase to existing footprint. This would apply to both residential and/ or commercial structures. II. NEW YORK STATE DEC a. Tidal Wetlands / HWM: 300 feet landward of either tidal wetland line or HWM, whichever is prevalent and most landward. b. Fresh Water Wetlands: 100 feet from closest point to existing or proposed structure. assumption, once Young and Young has updated their survey to include the tidal lines and the flood zone lines. The only permit that appears to be a certainty is a DEC permit for the motel, as a commercial building within DEC's 300-foot jurisdiction zone. Just need the site plan for the motel lot with all the relevant information and distances to file for a DEC permit. Once closure has occurred, I can file within a few days. SUFFOLK COUNTY NATER AUTHORITY NEW SERVICE DEPARTMENT PO BOX 38, OAKDALE NY 11769 PHONE 563-5669, FAX 589-5273 AuAust 30, 2022 PREMISE: 1100 Silvermere Rd, Greenport 1311: 2000689137 AKA 123 Silvermere Rd-CA300087091 1 DEAR CUSTON/lElR: SicAl La r �( �� l 4 ['lease be advised: Effective June 1, 2023, our fees may be increasing. To "loci: in" the current pricing your job must be released by May 31, 2023. For your job to be released you must complete the checklist below. IMPORTANT INSTALLATION INFORMATION As of'December 1, 2019. all services are required to meet the attached specifications. Please review these carefully, as all criteria must be met liar the field inspection to pass. Before your application fin• new set-vice can be released to our construction department, it will be necessary for you to complete/submit the following: 1. Dees: Two 2" Domestic Tap k Vaults(a0,820ea $19,640.00 One 6" Hydrant Line $16.200.00 Deposit $ ,010.t0t? TOTAL DLII: S36,140.00 2. Inspection request — Residential inspections must be schcdulcd two (2) weeks in advance, and are subieet to the time constraints of our workload. Please plan ueordingly. 3. Please complete the enclosed Private Hydrant Application (gold paper) so your hydrant application may be considered. 4. Customer Service Linc Measurement form (l'ornt #215) — Must be completed by whoever Installs the service (either the owner Ora licensed plumber is acceptable)once your service line is installed. 5. Service Line Certification — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable) once}-our service line is installed. 6. Address verification — Please provide documentation assigning the prarnise address and the coordinating lax map n umber. 7. Private Hydrant Maintenance A;lgrccment and I-ce: This will be sent under separate cover 81101-you have had your hydrant. inspected. Please contact Lisa Cetta at (631) 563-5672 to sehedulc your hydrant inspection. The 1ee will be $7250.00 per hydrant. Please mail all information to the above address. If you have any questions, please contact the New Service Department at (631) 218-1148 or via email OR Latosha at (631) 563-5641 or via email latosha.moseley-ortirnselva.com SC1WA i %N215 0' N�tv:l0 t � CUSTOMERS S�ERACI LiNIE MEASUREMENT'S TI"6IS PORTION TO BE COMPLETED P TED BY APPLK',AN 0R II STM LER NAMESilver—Sands Holdings ILLC/Alexander Perros TELEPHONE I.PI 8a SNE PREMISES ADDRESS„ 1100wSilvermere Road, Greenport, NY 11944 ............ MAILING ADDRI S 3 ilrere 1400 Sy mRoad, re r"�poro NY 11944 _ A .._.._.., u. . _... ..,.e.. u.. .__ ._.. �............. MANHOLEWAS I I .w �. I- HOUSE1 PW ERCU COPPER pAND/OR Q U &B»�d�4k �C FROMb«�&4a���wr '�,:b'W�A HOUSELEFT S48'zIG.^. 100 C C.WP'Ap6 V�04�9�x"QlLE�W TO PK.)P�:RTY 1AN �....I W�UH ua�4d�sub�gruUM&.6 COVER, r � �.:�»���s 4Iv�7rAau x r i GARAGE �..� &�6'$rV4'I[SRICbl4: (�, + "l+r W CCIUWdVaR4_azSO4D5d 2@FWGINC C7GeVaW 4lN'UEdw�-�IR&„k4➢NII). POPCH .. a Ii`i���� . , 5 SP GBON BY a C,VI.6 IN.'ORE YDFAWT }&A � � :C i )4+ 14 P as ➢6 K RI WITH r5AN HU.,NO CaA$A5 „SII<H�d,V TREES, RE S,ElC Y k C4WCwER aHU1 OF VALVE O`" W4A.EAT PCI1 OF VOW CThERCs ' A594 .. _ Ms%'i0. R:i4:D 4C —,— ..._...... 9..VCCNnk C4 +'wdt _ DRI.;P49RGM TO BE C UMPLETED BY''SCC.W.A,. � r ra w% n STREET NAM �M41 4": +.kltidlC:e'. STREET X7 'W 4I'.�w 4 �����,�,�� ': Nunemaker$ Amanda From: Goldsmith, Glenn Sent: Friday, March 31, 2023 11:00 AM To: Nunemaker, Amanda Subject: Silver Sands Amanda, I apologize for all of the confusion with this project. The Trustees do not have any objections to Building Department permits being issued for interior work on any of the cottages on lot 14. Hope this helps. Please let me know if you need anything else from me. Thanks! Glenn Goldsmith Board of Trustees i f December 281h, 2022 236 THIRD STREET Suffolk County Department of Health Services GREENPORT, NY 11944 360 Yaphank Avenue Yaphank, NY 11980 Tel (631) 477-0248 Fax: (631) 477-1877 Re: MAYOR SILVERMERE ROAD GREENPORT, NY 11944 GEORGE W. HUBBARD,]R. EXT. 215 TAX MAPI # 10,00047000'20001,5000, i 000047000200014'00`9, 9 J000z.70002iJOG!3000, 1000047000200 1,20001 1000CA700020 009000 TRUSTEES JACK MARTILOTTA DEPUTY MAYOR To whom it may concern: PETER CLARKE MARY BESS PHILLIPS All the sanitary sewers, appurtenances, and sewage disposal facilities for the above- mentioned parcels have been inspected by the Greenport Sewer District and found JULIA ROBINS to be satisfactory. VILLAGE If I can be of any further assistance, please contact me at (631)477-0248 ADMINISTRATOR PAUL J. PALLAS, P.E. EXT. 219 Regards, CLERK , L °' ,., ille SYLVIA PIRILLO, RMC EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT EXT. 217 Waste Water Treatment Plant %" ra 1.6' 5 Ok ✓ 1.9' 12 3' N qq Cz CONC. POOL I x 111,3" O COVER 4 W t FWLI I m W �'" �a fE0 c. W N z I � I 103, r� O I4 f, m m I v~i b5 L OF 14.3^ , 4 r g 6.0' CONC, N I 201, µ r 18.1' - COVER MI WOOD O _ m CSW... DECK .15. I 22.6' e0 Nee 36,3 16.3' p n WMR __30.6 _r 18.0' FRAME I: I o m 3 2, it BUILDING 2.1N I 12 5" 6,2' S 'n 20.0' Luv +u Lrr C? WOOD II L DECK ch p 0 19.1' 199" P0' F3 Dt') v) PO I 3 �. m 32.1' .. 12. o CLF 0 G 18.4' I 0 29.7" NO o CSW j, b FRAME 36 7 I °c B OILd Y'1 m ZP, 18. °� 'p I 4` 18.Z O '12.7 N N o 12.5' CONC. ( 1,8'�---.m WOOD DECK - SCTM NO.1000-47-2-15 v SCTM NO.1000-47-2-14 COVER W o o ° cz p O CONC. v? COVER 101 V SCTM NO.1000-47-2-1324T I SCTM NO.1000-47-2-1, FRAME o, 3.6' I E 24BUILDG^ I wi0.4 .0'IN ^. .5 ° 88, 10.9, I 569°08'29"W i FRaI 24.r c,W 29.15' r B11G4C?t CH _ o FRAME a 0 I ((, 30' 2'9 ^ BUILDING i- W I 5810 21i 16n1V' m 24.0' 1 I 24.3' u.o' 24.93' ti l d II ooh � 11 16, N88013'37"W \ 60 �\ 7.23" 57 29.30' 564038'07"W . - M 5b, ° q 26.48' "\ Ali" ova »"ui AssasaS\ 4V ff,3 GENERAL NOTES: i �% ,i i�'/`:. imoi/ SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION ` �i. C C) RNN T R A C T 0 RGeneral Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF /,� LIE Wood: NEW YORK AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. #Larch All studs to be SPF 1. 2 or better, and all other structural wood to be Douglas Fir 2 or better. GENERAL NOTES: # g / _ 2, FIRE SAFETY; VV- �DESIGN ASSOCIATES t.I.0 1 • ALL WORK SHALL CONFORM TO THE REDUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING 2. All structural wood shall be in accordance with the national design specifications fo- wood construction latest edition. 1:rA. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA 11�� CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B• LOCKED AREA. residential & commercial design . 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. 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. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.BOz1675 phone; (631)433 9084 AND PAY ALL FEES RE-QUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11911 E-Mail: ssbn654Qoptonline,ne1 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 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. � 777, 7��/,7/7'1s���///, /��ror�e�DAKAssociates, V y Y 9 / //O%1,�/i. r///�i rr 4. a. All plywood shall be in accordance with the American Plywood Association (PPA) specifications. OWNERSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. 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 CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 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 7 All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better, therein, are the property of KEDESIGN ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WCRK. 8. Design values: with any work or project other than for which 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. the have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI y p p PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. 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 02-27-23 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 03-05-23 Fv = 285 PSI 03-13-23 9 Flo 2600 PSI 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 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 LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE -,ONSTRUCTION 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, ALTERATION LEVEL_ #2 AS PER THE 2020 EXISTING BUILDING CODE OF NEW YORK COMMERCIAL CONSTRUCTION DETAILS- OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM I WINTER I ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD I WIND EXPOSURE NEW YORK STATE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED I 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 2018 International Energy Conservation Code (IECCI TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS La, AND MINIMUM C O M M E R C A � CONSTRUCTION � DETAILS- DESIGN CRITERIA CONCENTRATED LIVE LOADSg SECTION C503 ALTERATIONS LIVE CONCENTRATED ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD PRESCRIPTIVE DESIGN OCCUPANCY OR USE LOADS (psf) (Pounds) (SEI/ASCE 7-22) C503.1 General USES(s) AND OCCUPANCY CLASSIFICATION(s) 9. Dining Rooms and Restaurants 100m Alterations to any building or structure shall comply with the requirements of this section A C C E S S I B I L I TY CONSTRUCTION DETAILS C503 and the code of the new construction. Alterations shall be such that the existing USE OCCUPANCY 10. Dwellings (see Residential) building or structure is not less conforming to the provisions of this code than the MOTEL / RESIDENTIAL R-1 (MOTEL) 25. Residential ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION existing building or structure was prior to the alteration. Alterations to an existing TO CONFORM TO 2009 Al 17. 1 building, building system or portion thereof shall conform to the provisions of this code TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS as those provisions relate t0 new construction without requiring the unaltered portlons Of TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE 10 the existing building or building system to comply with this code. Alterations shall not PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY CONSERVATION CONSTRUCTION create an unsafe or hazardous condition or overload existing building systems. Acceptance of these drawings does not authorize the right to V B UNINHABITABLE ATTICS WITH LIMITED STORAGE I'J,K CODE OF NEW YORK STATE 2020 ECCCNYS , BASED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY 20 ( � build withoutthe authorization of local governing agencies, such k CONSERVATION CODE AND ASHRAE 90.1-2016 EXCEPTIONS: The following alterations need not comply with the requirements for new as Suffolk County Dept.of Health Services, Town Building HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS 30 PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,AS PER THE construction, provided that the energy use of the building is not increased: Departments, DEC, FEMA, etc. Verify all conditions, codes, and HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK requirements with such agencies prior to construction. (NY)TABLE C402.1.3 aj 1. Storm windows installed over existing fenestration. PROJECT: HEIGHT, BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIREMENTS,R-VALUE METHOD THE VERTICAL DISTANCE FROM GRADEGRADE GRADE 2. Surfaced applied window film installed on existing single pane fenestration PLANE TO THE AVERAGE HEIGHT OF m AND CORRIDORS SERVING THEM 100 ONE UNLIMITED AREA PUBLIC ROOMS ATTIUNHEATED SLABS D WOOD FRAMED WALLS BELOW JOIST/ OPAQUE FD(ED OPERABLE ENTRANCE assemblies reducing solar heat gain, provided that the code does not SILVEPO"' THE HIGHEST ROOF SURFACE 3 STORY OTHER ANDGTHER ORI1DEa FRAMING DOORS FENESTRATION FENESTRATION DOOR require the glazing or fenestration to be replaced. =11'-4;" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 4EXCEPT 2020 BUILDING CODE OF NEW YORK MARINE R13 R-10 FOR 24' U-FACTOR U-FACTOR U-FACTOR 3. Existing ceiling, wall or floor cavities exposed during construction, provided STATE. R38 R-3.8a R-7.5 Rao BELOW R-4.75 038 0.45 0.77 that these Cavities are filled with insulation, MOTEL GROUP R OR R-20 SHGC SHGC SHGC 4. Construction where the existing roof, wall or floor cavity is not exposed. i. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ( TABLE 0402.4 PF<02 PF<0.2 PF<0.2 5. Roof recovered. TOTAL HEIGHT FROM RIDGE TO GRADE 13'-1/2" ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED 0.36 0.36 0.36 6. Air barriers shall not be required and roof replacement RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE BUILDING ENVELOPE FENESTRATION MAXIMUM SHGC SHGC SHGC; where the alterations or renovations to the buildingdo not include 1100 SILVERMERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE U-FACTOR AND SHGC REQUIREMENTS 02<PF<0.5 .2<PF<0.5 2<PF<0.5 LOAD REQUIREMENTS, CLIMATE ZONE 4 0.43 0.43 0.43 alterations, renovations or repairs to the remainder of the building envelope. GREENPORT, NY 11944 LUMBER SPECIES AND GRADE j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN VERTICAL FENESTRATE THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE SHGC SHGc SHGC CABIN 101 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED PF;-0.5 PFZ0.5 PFz0.5 `A RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF FRED 0,38 0.58 0.58 0.58 TM 1000-47-0 THE TRUSSES. FENESTRATION SCSC 2-14 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER OPERABLE 0.45THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM FENESTRATION ALL COMBINATION SMOKE DETECTORS DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: ENTRANCE DOOR 0,77 AND CARBON MONOXIDE DETECTORS i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY SHGC ARE TO BE CONNECTED WITH A CENTRAL 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS SHGC GENERAL NOTES THAN 30 INCHES. PF<0.2 0.36 MONITORING STATION AND TO BE AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS SHGC VERTICAL IN 12 UNITS HORIZONTAL. 0.2<PF<0.5 0.43MONITORED CONSTANTLY AS PER THE NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A - 2020 BUILDING CODE OF NEW YORK STATE NEW FINISHED BASEMENT NA UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. SHGC NOTES: EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PF20.5 1 0.43 1THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR 373 sq.ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. PF = PROJECTION FACTOR DESIGN PRDFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA i ---------------- PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR nELD FIT. THE NEW SECOND FLOOR NA m. LIVE LOAD REDUCTION IS NOT PERMITTED. DESIGN PRDFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW BALCONY NA UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA a NA MALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTICHOUSE SEAL: DATE: ATTIC (HOUSE)(b) NA r h MAR 11 2023 I�! SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA r� PROJECT NO: ATTIC (GARAGE)(a) NA 1135-2022 EX. UTILITY ROOM 14 sq.ft. �1�it¢t�I O,';,®Ui i�F y,'0�.0 DRAWN BY: EX. SCREENED PORCHES 63 sq.ft. /C7� a C6, , 6 Q'�C' t i' °'`y��`y p!!� ,,� C... % :! y EX. OUTDOOR SHOWER NA BDK CHECKED BY:i- �r�., -, EXISTING DECK NA " NEW DECK NA J- a� COVERED NEW DECK NA " r, r ! SHEET NUMBER: 04f I C: c : EX. COVERED FRONT PORCH NA COVERED ENTRANCE NA POOL HOUSE CABANA NA G G 1 ACCESSORY STRUCTURE NA (a) WITHOUT STORAGE DOB NUMBER: OF (b) WITH STORAGE © KEHbDESIGN-ASSOCIATES,uc P N STRONG TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF SIMPSON TWO 8d NAILS THIS MTS 2 0 L T S 2 0DOUG—HK LARCH / SO. PINE UPLIFT '/ r ALLOWABLE LOADS LOAD SIDE OF CEILING JOIST �+ SIDE OF TRUSS. PROVIDE 1 HGAIOKT ON c FASTENERS O ° WITH TOTAL FOUR o AND ON SIDE OF RAFTER 111 0] Sd NAILS •o r LATERAL MODEL GA UPLIFT UPLIFT CODE NO. TO AVG (133/160) NAILS REF RAFTERS/ TO TO ULT. NAILS INTO TRUSS. PLATES STUDS (133) (160) F F2 (133& TRUSS ___, TU TRUSS o NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KBHL DESIGN ASSOCIATES PROPER INSTALLATION PROCEDURES residential & commercial design . consulting H6 16 8-8d 8—Sd 3983 915 950 650 5, 44 ° DIMENSIONS IASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ARTR"02 ° ° PO,Box 1675 phone: (631(433-9084 Two o (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS Southold,New York 11971 E N1C11; ssbn654@optonline.net MODEL GA AVG 2 RODE INTO °o • , 1 ULT. i N0. MAX. CLEAR LFTA LFTA PLATES WIDTH PAN L QTY DIA 14" 2" 24" 3" 31" 1}" 2" 2�" 3" 31" EIGHT ° •' ° IN NAILS SP4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 21" 17" 38J" 16-10d — 4200 1205 1400 5, 44, 85 INTO SND OWNERSHIP & USE OF DOCUMENTS: DOUG—FIR LARCH / SO. PINE °° These drawings and specifications including the FASTENERS 2 ALLOWABLE UPLIFT_LOADS 3 MODEL L AVG 10d 10d x 11' CODE NO. ULT. REF. LFTALSTA21 •° ideas, design and arrangements represented 10d 10(d x 1}" (133 / 160) (133) (160) 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 MTS16 16 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 0 ° ° HGA10 with any work or project other than for which o ° DETAIL "I�" they have been prepared without written consent. MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ART 'x12 , LST20 ° REV. 2p 12—tOd 12-10d x 1�" 2383 '75 720 720 3, 41 CNW— COUPLER NUT DETAIL "E11 o STU 8'— DOUG—FIR—LARCH/ Equal number of °° �SIMPSON 02-27-23 TYPE OF DIRECTION ALLOWABLE PINE ELOADS RODE specified nails In ° TAKE—UP WASHER 03-05-23 MODEL CONNEC— OF LOAD ° 03-13-23 NO. TION FLOOR ROOF (133/ each end Simpson Strong—Tie (100) (125) 160 G 515 645 670 I • CS16 ART8"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOEDOWN HOEDOWN ARTR'x12 STUDDEFLECTION DEFLECTION CODE MODEL AVG LENGTH OF BOLT 2,3 AT HIGHEST AT HIGHEST REF. MACHINE IN VERTICAL WOOD MEMBER ALLOWABLE NO. BASE BODY a ANCHOR BOLTS ULT. ALLOWABLE o GA GA HB SB W H B SO CL DIA5'e DESIGN LOAD DESIGN oa QTY DIA 1�" 2" 22" 3" 3}" 5}" LOAD WHEN RAISED OFF o THE SI L PLAT 0 0 HD2A 16 12 4A" 2�" 21ll 8" 1 2 1 2 12150 1555 2055 2565 2775 2775 2760 1 0.058 1 0.077 2, 43, 82 0 0 D MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. L STUD PLATE ULT. OF SP CODE / W (133)2 (160) REF. SP4 3A" 71" —10d x 1j" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o GA N0. yy L NAILS FLOOR (133 ) (160) REF. o0 WORK NOTES: LSTA21 20 16-10d 905 1205 1295 1 7, 40, 90 00 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE UJ„ NO. GA W L NAILS (100R (133) (160) REF. Simpson Strong—Tie STU 8 — MSTA24 18 1 24 18-10d 1025 1370 1640 7740, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. L END SPACING REF. HD2A TAKE—UP WASHER (LENGTH L GA CUT LENGTH (TOTAL) t z oc. (133 / 160) OF ROLL 100 IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 pson Strong-Tie C516 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS —FIR AR H PIN A WA A NOTED. FAILURE TO COMPLY WITH ALL NOTES ��++ MODEL ON. ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL " NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES 10d 16d ULT (133) (160) 10d I 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. DETAIL I CN W— LUS46 18 3{�" 4J" 2 4_16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 11 " COUPLER NUT HUS210-2 14 3� 9{�" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ'x12 STU Jr — DOUG—FIR AR H PIN ALLOWABLE A Fj FASTENERS UPLIFT LATERAL CODE UPLIFT (133/160) REF.F N0. GA ULT. SIMPSON MODEL AVG TO RAFTERS TO PLATES TO STUDS (133) (160) F2 160 TAKE—UP WASHER Acceptance of these drawings does not authorize the right to HGAIOKT 14 4—SDS "x12" 4—SDS;"x3" 1523 435 435 1165 940 build withoutthe authorization of local governing agencies, such GIs Suffolk County Dept.a 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. GNW— COUPLER NUT \ TOTAL FOUR o /• �SE A MINIMUM OF SP4 PROJECT: 8d NILS TW9d THIS NTOATRUSS. SIDE OF TRUSS.. MTS16 STU g•- LSTA21 SIMPSON ANCHOR BOLTS MTS16 SIMPSON TOTAL FOUR /. 0 TAKE—UP WASHER 8d NAILS HD2A ° Strong—Tie INTO TRUSS.INTO HUS210-2 77 SILVER S KIDS MOTEL TWO o F1 8 AILS TO PLATES 1100 SILVERMERE ROAD ^®° TWO of o EIGHT ° 8d NAILS � 8d NAILS � INTO INTO DETAIL "A" ® GREENPORT, NY 11944 STUD Simpson Strong—Tie PLATES ^0° H7 EIGHT / IN NAILS ® DETAIL "D" DETAIL "G" INTO '°' DETAIL STUD Simpson Strong—Tie CABIN 101 H7 Simpson Strong—Tie �� �� LFTA ROD SYSTEM DETAIL L SCTM # 1000-47-02-14 LFTA DRAWING TITLE: EFTA Ridge Strapping LSTA30 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS SIMPSON WINDLOAD BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 NOTE: 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. STRONG-TIE DETAILS ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. I 3" THROUGH ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF DRAINAGE' 1 s FLOOR II 1st FLOORSROOF ROOF ROOF AREA = 500 sq/ft CALCULATIONS AND , 2•• LTP4 3' v = A x R x c PLUMBING RISER DIAGRAM 2.' 2 A = 500 sq/ft LTP4 st 1 s, FLOOR R = 2" RAINFALL = .17 ft LTP4 FLOOR 2" 3" z" C = COEFF. = 1.0 NOTES: DETAIL "c" 3" "" F.A. "ENT V - 500 X 1 X .166667 - 83 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE c.o 3" Aeo�E GRADE - - DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE c.o 4x.0. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL C.O. Simpson Strong—Tie " TO GREENPORT VILLAGE SEWER SYSTEM 3" 3' TO SCWA APPROVED FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 LiAr DETAEL nBn Floor—to—Floor Connections Ridge Strapping y SEWERAGE SYSTEM 83 / 42.25 VERTICAL FT. / FT = 2.0 V.F. DESIGN PROFFES90NAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail PLUMBING RISER DIAGRAM (NTS) USE (1) 8' DIA. POOL 2'-0' DEEP = 3.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong-Tied� OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor—to—Floor Connections 83 / 22.3 VERTICAL FT. / FT = 3.72 V.F. ;'SEAL: DATE: 6 DIA. POOL 3'-0' DEEP = 4.0 U.F. PROJECT NO: 09 2022 (1) ALL SI HANGERS HAVE BEEN CERTIFIED AN COMMERCIAL CONSTRUCTION D ETA L S ENGINEEERR TTO O HAVE A CAPACITY EQUAL TO OR G USE GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS TO BE PLACED ON OPPOSITE SIDE OF ( 71-1 , ;1' 1135-2022 ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF - , DRAWN BY: a J. C�,,, �' BDK HOUSE AND/OR LEADERS TO BE PIPED TO NEW YORK STATE I <"t, r;•, -✓ HECKED BY: POOLS (1/2 OF THE ROOF TO DRAIN TO EACH '. . � NO SUBSTITUTIONS COMMERCIAL CONSTRUCT ON D ETAI LS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC EEI NUMBER: All framing hardware shown on these plans, SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). �•: unless otherwise indicated, is Simpson Strong—Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD G2 No substitutions are approved or authorized. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA `' '�`"' ''`' e' Due to the relationships of framing hardware to (SEI/ASCE 7-22) the other components of the structure, any framing WHERE TRAFFIC IS TO BE PRESENT. DOB NUMBER: OF hardware substitutions will render these plans ACCESSSLITY CONSTRUCTION D ETA LS null and void, and will result in the installer/contractor IF A MULTIPLE POOL SYSTEM IS USED AROUND THE assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL © KEnDESIGN'ASSOCIATES, uc performance of the entire system. TO CONFORM TO 2009 Al 17. 1 BE DIVERTED TO EACH POOL, Tr, 0- ITI i ref4 23'-94 17'-31 2'—6 4 13'-110"F---4 10'-74" rN KEM DESIGN ASSOCIATES, 1 4Existing residential & commercial design . consulting Existing 4" Slob —4%&102 CMU. CM . PC. —ICN <D-1 N Foundation - 1 e Existing 31 Existing 16"x8" Conc. Ft9. PO,Box 1675 phone: (631]433-9084 F- Conc. Ftg. Min. 3'-C)" Below utilit 7 Crawl CO Min. 3'-0" Below (0 Existing Lo Southold,New York 11971 E-Mail: ssbn654@opfonline.net Room Final G Existing I Final Grade. 00 1 00 rode. Space FExisting 8" 1 utility Crawl Foundation r7 I Room I r7 Access -J Kehl Design Associates,LLC e formerly D A K Associates,LLC 33% 54" ---—————/- 16'-83" 2'-84„3OWNERSHIP & USE 01' DOCUMENTS: 4 4 ——————————— ———————---———————-- --—————— 0 0 m These drawings and specifications including the a CL. Existing 4 4 115"xB" cont. Ftg. "E3 1 ideas, design and arrangements represented Min 3'-0" Below Existing I Existing Existing therein, are the property of KEHL DESIGN 3 a Final Grade. 16"x8" Conc. Ftg. 322" P.C. Slab 2" P.C. Slob Min. 3'-0" Below ASSOCIATES, LLC. No part thereof shall be 2 31" 31 2 Ili I Final Grade. copied, disclosed to others or used in connection I with any work or project other than for which 'o BEDROOM BATH I I Existing they have been prepared without written consent. 7'-54„ 4 4 4 Cmu. 2 Foundation 0 Existing Existing I REV. Lp -KN 8 x 16" CMU. 8 F� —4� l 8 .16­ CMU. o -KN 00 00 - 00 0 X. (3)2x8 Girder ILL Block Piers_ L Block Piers Existing '1 13 — -K4 on 13 (XT2x8 Girder 02-27-23 In .0 0 L 2'x2' 1 Con. -" 2'x2'xl' Con.-o 03-05-23 '(a L -J Footing IrD Footing �-D 31 Co cc co 03-13-23 X X X 00 C-4 6' 0 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 4" EXISTING I Ln 00 I ITHE 2020 BUILDING CODE OF NEW YORK STATE I CRAWL SPACE Existing 2" P.C. Slob 0) KITCHEN "T Existing I C) 8" CMU. Existing SITTING I I Foundation 2" P.C. Slob ALL HEADERS ARE TO BE Existing AREA (2)1 4"X 74"' LVL UNLESS 8" CMU. Foundation OTHERWISE NOTED 66"x 54" 2868 33"x 54" NOTE: PROVIDE FIRE BREAKS I——————— --—————————-- F--------- AS PER Existing 'J" THE 2020 16"xB" Conic. Ftg.7 8'-2" -1 7� 11 1 " EXISTING 4 Min. Below 4 4 91 BUILDING CODE OF ff CRAWL SPACE 4 03 00 Final Grade. 8 , 1 NEW YORK STATE Existing 00 SCREENED PORCH Ln 2" P.C. Slob 4 T I L----- -- WORK NO-IES: 2668 QO SCREEN Existing L-——————— - - _-- -_----J COR 16"x8" Conc. Ftg. Min. S-13" Below Final Grade. 4 6� 12 —82 1, 4 2 4 23'-94 23'-g4„ WATER VIEW EXISTING FLOOR PLAN UNIT 101 EXITINSG FOUNDATION PLAN_ SCALE: 1/4" 1'-13" SCALE: 1/4"= 1"-0" 23' 17'-34" 4 4 6 NO WORK REQUIRED. USE EXISTING FOUNDATION A 31 utilit 32 10 Crawl co Room Acceptance of these drawings does not authorize the right to 00 �0 F Space Access Fill-in build withoutthe authorization of local governing agencies, such as Suffolk County Dept.of Health Services, Town Building Window M Departments, DEC, FEMA, etc. Verify all conditions, codes, and 4 requirements with such agencies prior to construction. -KN 0 �51 BEDROOM P R OJ L C T 321 ti0 U U U 10 3}/ \IS zD 00 -I N -0 LVER SAN c01 I cal I to /BATH I X X E 5� C0B0 ROOM n "EL DEWOR KN M till 00 - Zx6_Eid-.ge > 2" 00 o Ln In 1100 SILVERMERE ROAD 2 T In GREENPORT, NY 11944 U U X I _X 0) 4/1" 1 "1 1 ALL COMBINATION SMOKE DETECTORS A AND CARBON MONOXIDE DETECTORS CABIN 101 SITTING\L 21' ARE TO BE CONNECTED WITH A CENTRAL 4 AREA SCTIVI # 1000-47-02-14 FIRE MONITORING STATION AND TO BE DRAWING TITLE: EXT MONITORED CONSTANTLY AS PER THE 28 244FX5646 2020 BUILDING CODE OF NEW YORK STATE PLANS 244UH2846 6 00 '4 CABIN 101 0 7'-01 -3'—111"--L4 -721 '0 4 - 04 AS NOTED 0 00 C SCREENED PORCH.� .0 ALL INTERIOR FINISHES ARE TO COMPLY NOTES: U X I WITH THE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 2668 N 2020 BUILDING CODE OF NEW YORK STATE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL SCREEN Dp0R FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE A DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FIRE EXTINGUISHER FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ­2'. 3;le 5'-23' 61 4 2 CLASS ABC, 5LB, 2A: IOB: C SEAL: DATE: 12'-81" 11'-04" AS PER TABLE 905.3(1 ) FIRE SEPTEMBER, 09 2022 3'-91" PROJECT NO: 4 EXTINGUISHERS FOR CLASS A WATER VIEW FIRE HAZARDS BASED ON, 1135-2022 LIGHT, (LOW), HAZARD OCCUPANCY C-) DRAWN BY: BDK FLOOR PLAN CHECKED BY: -.i SHEET NUMBER: SCALE: 1/4" 1"1 ..W C 7� EXISTING FILL-IN AREA A 10 0 1 DOB NUMBER: OF C MDESIGN-ASSOCUTS,uc i _T9I KEHL DESIGN ASSOCIATES c residential & commercial design . consulting P0.Box 1675 phone: (631 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline,nel Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMLN-IS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection II II IILLitLLU with any work or project other than for which L�LA- � ,9l 1 11 1 they have been prepared without written consent. -� I REV. . :fi' w lLJ 1 11 11 11 r 3t 02-27- 23 ILE LtL LULILL-LUL LU 03-05-23IU ,f 1 03 1 dam., 3 23 p 5� ,k TN i, s:°45::;x.s . :"S, "i,t:s">;•t'.' t,;z'C. fib. , ,:. III 1 u� � N�. IIIIII II II I I I I 'III IIl �ll1111111 iII1111 IIIIILL-LL] I I ILL LLLLLM 11 Al 1111[ J4il, 11 1 11 11 1111 11 111, 1111 J1 , 11 1 1111 1111 Hill U1JJ L LLLL��1 L WJ 11 I l �J III L EAST ELEVATION- WEST ELEVATION_ SOUTH ELEVATION- NORTH ELEVATION- SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" WORK NOTES: J PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE ALL HEADERS ARE TO BE (2)1 4"X 74" LVL UNLESS OTHERWISE NOTED NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 BUILDING CODE OF NEW YORK STATE Acceptance of these drawings does not authorize the right to build withoutthe authorization of local governing agencies, such as Suffolk County Dept.of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. EXISTING EXTERIOR CONSTRUCTION TO REMAIN PROJECT: EXISTING EXTEROR CONSTRUCTION TO REMAIN NOTES: m Provide Insulation Baffles as required at Soffit Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold Provide Ridge Vent to provide proper Attic VentLocations to Provide for proper attic ventilation 2x8 Ridgeilation to Prevent Mold Simpson Angle Plates SILVER SAIM Ex, 2x4 Trusses - 24"oc. ® Provide R-49 Insulation in all Flat Ceilings as per Ex. 2x4 Trusses - 24"oc. 4 2018 IECC International Energy Conservation Code a " CDX Roof Sheathing Existing Roof System " COX Roof Sheathing Existing Roof SystemMOTEL ® Ice and Water Shield to be used Beneath any damaged roof CAF Architectural Roof Shinglesshingles or areas of repair on the roof GAF Architectural Roof Shin1 ® Provide Simpson Tydown or Hurricane Strapping to the rafters Shingles 12 5 (— of all locations of the Interior that are Exposed during the 5 (22x6Cauar T s 4—G ac. nsulation Baffles 1100 SILVERMERE ROAD Existing removal of mold or deteriorated interior surfaces. Insulation Bafflesm Existing 1x6 Azek Fascia and W Insulationoc- GREENPORT, NY 11944 R-49 Insulation m Provide 1X6 Azek or Equal to all locations of the fascias that Ice and Water Shield m Ice and Water Shield m are repaired due to Mold or Deterioration. 2x8's Beneath Existing 2x4 Raft is Vented Soffit Provide Slm son Hurricane Tydown® ____ p Vented Soffit " CDX ( c�ai PlntPs F — 1x6 Azek Foscia(D — r—— CABIN 101 (2)2x4 Top Plate � � I I ® Blue Skin House Wrap or Equal to be Used Under Siding for All (2}2x4 Top Plate Provide Simpson Tydown at II® MIS Blue Skin House Wrap or Equal l® Locations Repaired u7 ' Exterior SheathingI I �" Exterior Sheathing C L. BATH I SCTM # 1000-47-02-14 Screen Panel r%x<r Screen Panel CL. ' ' BATH I I ® Remove and Replace any Insulation that shows signs of mold 1x6 Azek Fascia m �j DRAWING TITLE: I I I I I or deterioration with R-15 Insulation —R-15 Insulation m I Blue Skin House Wrap or Equal® SI TTI N G- SITTING PLANS 2x4 Stud's 16"oc. I I 2x4 Stud's 16"oc• R-15 Insulation Cedar Siding® I ® Remove and Replace any Siding that shows signs of deterioration I I AREA „ , I AREA with New Cedar Wooden Shingles Cedar Siding® CABIN 101 }— " Type 'X Fire-raced Sheetrock® I g I 1 ;" lloor Sheathing ® Remove and Replace any Sheetrock that shows signs of mold 8' Type "X" Fire-rated Sheetrock 2x4 Shoe I I I Sub[ "x4 Deckin 2x4 Shoe 4" COX Sheathing AS NOTED 2x8 Box Beam g or deterioration with New 8 Type "X" Fire-rated Sheetrock 2x8 Box Beam �%4 Fir Flooring 2x6 Sill Existing 2X8 16"cc. Floor Joists to Remain x, 2x6 Floor Joists 16"oc 2X6 Sill Existing 2X8 16"oc. Floor Joists to Remain x.2x6 Floor Joists 16"0 Provide New Ex. (3)2x8 Girder E2"PC. sting Anchor BOIfS Ex. (3)2x Girder NOTES: 2"PC.Sob R-30 Insulation Ex.2'Pc slob THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE R-30 Insulation Ex. 8"x16" CMU. Spray Foam Box Beam Ex. 8"x16" CMU. r DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Block Piers To Remain Y Block Piers To Remain g Spray Foam Box Beam an Existing on PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 8" CMU. Existing 2'x2'xi' Con. 8" CMU. 2'x2'xt' Con. g Foundation Ex.2'PC.Slab Footin Foundation Ex.2"PC.Slob Footin FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 16"x8" Conc. Ftg. 16"x8" Conc. Ftg. 16"x8" Conc. Ftg. 16"x8" Conc. Fig. DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Min. 3'-0" Below Min. 3'-0" Below Min. 3'-0" Below Min. 3'-0" Below UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Final Grade. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Final Grade. Final Grade. Final Grade. ALL COMBINATION SMOKE DETECTORS ,SEAL: DATE: -- 15'-8� 5'-84"' AND CARBON MONOXIDE DETECTORS 15'-81" - J'-8a" SEPTEMBER, 09 2022 21'_54" ARE TO BE CONNECTED WITH A CENTRAL 21 '_51 PROJECT NO: MONITORING STATION AND TO BE t, 1135-2022 vw ,.- ; MONITORED CONSTANTLY AS PER THE ,��. �- ; t'�- DRAWN BY: 2020 BUILDING CODE OF NEW YORK STATE CROSS SECTION A CROSS SECTION B­`� rr ;�r CHECKED BY: SHEET NUMBER: SCALE: 1/4"=1'-0" 19SCALE: 1/4"= 1'-0" 102 C'2 ALL INTERIOR FINISHES ARE TO COMPLY Al OZ WI TH THE '' �`' 2020 BUILDING CODE OF NEW YORK STATE DOB NUMBER: OF © KEHHESIGN•ASSOCIATES,uc