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HomeMy WebLinkAbout49081-Z , TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ,/ SOUTHOLD, NY ,%-0NM6 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#: 49081 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. #107 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: CO-COMMERCIAL $50.00 AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $944.00 Total: $994.00 LZL-- Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htl :�lwwu. c:�a'IINrlt+ : n . 'ca Once Received 71 APPLICATION FOR BUILDING PERMIT ^ For Office Use Only PERMIT NO. 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, LLC SCTM# 1000- Project Address: 13t& Silvermere Road, Units 10 7 ` Greenport, NY 11944 Phone#:917-318-0027 Email:"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: „i 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 SOU NDVIEW AVENUE, SOUTHOLD, NY 11971 Phone#:917-318-0027 Email:ALEX SILVERSANDS-MOTEL.COM 917-318-0027 @ DESCRIPTION OF PROPOSED CONSTRUCTION LJ New Structure 0-Addition RAlteration RRepair [J-Demolition Estimated cost of Project: $, DOther See Attached. 404,490.00 Will the lot be re-graded? []Yes ®No Will excess fill be removed from premises? ❑Yes ®No 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 ®.: No IF YES, PROVIDE A COPY. `heck 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): ( kuthorized Agent ❑Owner Signature of Applicant: � W Date: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) RICHARD W. VAN DEN BU RG H being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the 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 20 22 Notary Public PROPERTY OWNER AUTHORIZATION - (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 behaif to the Town of Southold Building Department for approval as described herein, Owners Signatur Date ALEX PERROS Print Owner's Name 2 SILVER SANDS 1400 SILVERMERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION Units 101, ,102,,,103L 104 1052 106 07 & 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. C TI IED COST OF THE PROJE+" 404, 1 0.00 (28.7 OFT COMB ED STR T ES VA ATIO WHI TO LS $1 9,000.00) AS ETERM BY CERTI VALUATIO EWMAR L.UATON A ADVISORY CO. NEW YORK STA'I'V DEPARTMENT F ENVIRONMENTAL CONSERVATION (Avihtwt ot PoiQ QLI'Rk'"Itm'I SLJNYao SkOny ffiook,50 Oicle[3osvj,Stc)11y[.j I t)j:A<,Nly 11190 P:(631)444-0365 IF:(631�444-0360 %VVA'Jd 'v flYkJ10" LETTER OF NO 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 on Tidal Wetland Map #720-552, are beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, 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 precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and Your project (i.e. a 15' wide construction 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 Alfich-ael-A. Aimack ATTORNEYATLAW P.O. Box 1047 Southold. N.'Y.11971 Cell No. 516,658-6807 November 10, 2022 Michael Verily, Chief Building Inspectol- SoMhWd 'Town building Mpmt-nmit 54375 Main Road, SOLIthOld. N.Y. 11971 Re: Silver Sands Holdings I 1400 Silvel-1-nel,e IZOZICI Gmenport, N.Y, 11944 Dertr NO% Verity; pe intern ormis letter is to ar)imue you orve embo We by Ever Sands 11okings I LJX' (11C) to Conform to Al am%awe CMOs an they' may pertain to the rehotAlhadon of the motel and cottages, l was cngagcd W addnNs the j-,,qjWyHw6on pWn OVKI CValUatC jile o)j'aJje taS to "haat J"isdictioONVA NAh lOwn and St,w4 am! w 1111 pamhs nmy he rnpdwd ui Im in emn0hatco In that[ cun&KL I pmpmvd jny /%, ,:' is Ol'the Southold Cca des alojtg, with discussio'lls \vilfi: 01val individuals Rn. h1pul into dvh intcl-pretation as to What perjllit(sn1a), riecded. In ilddithl I also comted INK to gain insiphi its to wholun- perniiQs) zuv requiaxi, 'The culmination of iny inquky was cmnpiRd in a sw"maU alla0sis sulzmhWd U; the LK(' )UZILlat-r` ()fthis' ycill% !\ Copy W'n)) /\nalysis is atli.tchcd I'm.your review. I silnplw d�,Iffled to enipha'sizQ that the LIA, hils from the beginniijl,�,, been diligent in their N.SPO"Isibihly to ahWe by le Cods of the yo ,n State in tlje ,,.jppljc,1jj(:,11 Sal [law. 1°clt�alradit,ata4ata p�l,att, Shemu) yours, Michael A. Kiniack 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 WATER AUTHORITY NEW SERVICE DEPARTMENT PO BOX 38, OAKDALE NY 11769 PHONE 563-5669, FAX 589-5273 August 30, 2022 PREMISE: 1100 Silvermere Rd, Greenport 1313: 2000689-137 AKA 1123 Silvermere Wl- CA300087091 I D1=.AR CUSTOMER: Please be advised: Effective ,lune 1, 2023, our fees may be increasing. To "loci: in" the current pricing your ,job must be releasee! by May 31, 2023. For yotn•.job to be released you must complete 111C checklist below. IMPORTANT INSTALLATION INFORMATION As of December 1. 2019. all services arc requited to meet the attached 81)CCifiCat1011S. Please review these carefully. as all criteria 1111.1st be islet IOr the field inspection to pass. Before,your application for new service can be released to our construction department, it will be necessary for you to complete/submit the following: 1. I�ees: Two 2'' Domestic Tap& Vaults(c 9,820ea `f;19,6440.00 One 6" Hydrant Linc $16.200.00 Deposit $1300.00 TOTAL DUE, 536,140.00 ?. Inspection request — Residential inspections must be scheduled two (2) weeks in Advance. and are subject to the time constraints of our workload, Please plan accordingly. 3. Please complete the enclosed Private Hych•ant Application (s;olcl paper) so your hydrant application may be considered. 4. Customer Servicc Linc Measurement Dorm (form #215) — Must be completed by whoever Installs the service (either the ownCr 01-11 licensed plumber is acceptable)once your service line is installed. 5. Service Line Certilirltion — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable) once your service linC is installed. 6. Aciclress verilication -- I'lease provide (10CU111CI latlOn assigning the premise address and the coordinating tax map number. 7. Private 1 lydrant Niaintenancc Agreement and I cc: This will be sent urldC1- separate cover alter you have had your hydrant inspected. Please contact Lisa Celia al (63 1) 563-5672 to schedule your hydrant inspeetion. The fee 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) 563-56.41 or via email latctsla:t.talaascplcwyct Itscwa.com SCWA Fwm 0275p RPii� �I III CUSTOMERS SERVICE IANMEASU Ea EWS TH6 PORTION TO BE C'OMPLETED BY APPIICANT OR INSTAU ER NAME__Silver Sands . .�. _....._ �ww derPerros �_. I�N :IVI �E s! EPI7_ ..1. PREMISES ADD 9 E� ..._._....__ Silvermere Road . ..� ci ins LLC/Alexander 1100 Greenport, NY 11944 IvmereY 11944aal Greenpprt� N �iAiLlCIll� E��a 1400 er Si _ ..._wGINLr ... ACTT INRv()111�ZMAl'I N ...,....�.. �i " . ���w ��Q.. 0 E UNPOUST 8E MANHOLE SOFT COPPER rTDIOR 200 PSI LY%Sfl HOUSE . COPPER SMEDIPROPERTY LHgI' � EabF3 G� k. d GARAGE � 6TIGH7 WE GARAGF , i OMPRESwPON FVrgVNG OM.X UNDERGROUND- PORCH AS v14OWN L...A FTTI,,Ptl'T ON CURB 5 RgSPP C.NOt,.)N BY BEFORE BAC',Ile&:k.ILING, HYDRANT DUSTMG SERVICE I �O�N SMEN;N � 6 BACKFILL WM-h("1NAN LV NO R11JBBWTREES,ETC. OTHER l d.A„fEPµPNa-. ( F1'VALV INSTALLED M PONT OF ENTRY OAS�N G tNN4EBY �. . M4a,�ll.nl;: � YFdENrYHW'op"III,NN ..... f F/x I i �i T40{S PC)i7Ti(Jhl TO BE CClit6iPlE7ED CY—S CNVLeYe � M K _...._ ..u_. Lq STREW NAME 1W5 Rfl C&"If4FNi,D _ STREET 14AME, _,m_...__... _>_.. ....»... ;; d r.,.I kJ&1 ;lu f,)EP T,c0kl°'!y N. J. MAZZAFERR.O P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Desi n. Construction 1n. . ectior 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-1 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. Etem-ioLnv sloe 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 . .......�. .... Walls - Exterior Batts.—(R-11) Batts—(R-15) New' ...' ............... _ ..... Walls - Interior None Batts— R-11 New _................m.� ......_ ....._. ( _�.........�......_.�.._ FloorsNone Batts-(R-30) New Overall — . 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 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 1. tng�- 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 w, F a CL y 05,'SSYo14 " 3 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 1 �.J\G 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 SILVER ERE ROAD GRNORT, NY 11944 GEORGE W. HUBBARD, JR. EXT. 215 TAS MAP ID#k 100004700020001,5000, 100 04700020001400°x, 130004.-7000-2-00013000, 1000047000200012000), 1000047000200009000 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 SYLVIA PIRILLO, RMC EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT EXT. 217 Waste Water Treatment Plant ( I r I I I p 1 r C I _ Cmr CMF r Q _ � I >` 1� d � r fI a d � a I I now I V N or former)y r I Douglas Dwyer& Eileen Dwyer I r I now or formerly ! � � I now R. Shearin& ' co Wanda Sue Shearin FRAME r FRAME 5HED I SHED f s FRAME RCF b, SHED N89053'40"Ir N CMF182.00 Mr's TPF' 58601500" 123.77 pp O MPF I' wEF V O WOO ,I f WOODS 4 SCTM NO.1000-47-2-15 II I SCTM NO.1000-47-2-14 I CONC. a COVER ` 0" O I O STpNp ti CONC. COVERVgy oN C �o oN WA Y CONC. 4 0 COVER 0 CONC. COVE' .a COVER COVER CMF r WOODS I , > Gvgyx,­,ENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes:C) N T R A C T 0 R N 0 T E S 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. GENERAL NOTE>: 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; 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES LLC 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA 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. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.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 York 11971 E-Mail: ssbn654@optonline.nel 3. 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK Kehl Design Associates,LLC aformerly DAKAssociates,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. % %%% i 4. a. All plywood shall be in accordance with the American Plywood Association (APA) 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 GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 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 DWN 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 PERFORMEC 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 03-01-23 8. Laminated Veneer Lumber (LVL): ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. = 1 ,900,000 PSI 03-05-23 E THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 90 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. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. KEHL DESIGN ASSOCIATES, LLC. NOTE 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 CONSTRUCTION OF THIS BUILDING. 1 1 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN DR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ! tlk '11 n9.1 f 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 T�li6'i G1=;,111`ll,�a_CO 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 1 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 D ETAI LS 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 O F IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE NEW YORK STATE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL 25 Ibs/sgft 13D (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 4A 4A 2018 International Energy Conservation Code IECC TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Lo, AND MINIMUM COMMERCIAL_ CONSTRUCTION / DETAILS- DESIGN CRITERIA CONCENTRATED LIVE LOADS9 SECTION C503 ALTERATIONS PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD 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 ACCESSIBILITY C E S S I B I L_I TY CONSTRUCTION D ETA �S 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 to new construction without requiring the unaltered portions of i the existing building or building system to comply with this code, Alterations shall not TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE 10 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY CONSERVATION CONSTRUCTION create an unsafe or hazardous condition or overload existingbuilding stems. I.J,K , BASED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY g s y Acceptance of these drawings does not authorize the right to CODE OF NEW YORK STATE ECCCNYS V B UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 ( � build withoutthe authorization of local governing agencies, SUCK 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 k 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 PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK requirements with such agencies prior to construction. HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES (NY)TABLE C402.1.3 0J 1. Storm windows installed over existing fenestration. OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIREMENTS,R-VALUE METHOD ;PROJECT: HEIGHT, BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 2. Surfaced applied window film Installed on existing Slagle pane fenestration WALLS ABOV WALLS BELOW SLAR044DRAN OPAQUE VERTICAL THE VERTICAL DISTANCE FROM GRADE CLIMATE ROODGRADE GRADE n0°RSFLOORS TWTEaSSemb112S reducing solar heat provided that the code does not PLANE TO THE AVERAGE HEIGHT OF m ZONE ATTICS AND WOOD FRAMED WALLS BELOW JOIST/ UNHEATED SLABS OPAQUE FIXED OPERABLE ENTRANCE 9 gain, P THE HIGHEST ROOF SURFACE UNLIMITED ISTORYREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 OTHER AND OTHER GRADE FRAMING DOORS FENESTRATION FENESTRATION DOOR require the glazing or fenestration to be replaced. S I L V E S 1p L KI ED =11'-7" AS PER CHAPTER !i OF THE 4EXCEPT AS PER TABLE 506.2 U-FACTOR U-FACTOR U-FACTOR 3. Existing ceiling, wall or floor cavities exposed during construction, provided 2020 BUILDING CODE OF NEW YORK MARINE R13 R-10FOR24' g g P 9 STATE. R-38 R-3.8d R-7.5 R30 BELOW R-4'75 0.38 0.45 0.77 that these cavities are filled with insulation. GROUP R OR R•20 SHGC SHGC SHGC 4. Construction where the existing roof, wall or floor cavity is not exposed. Muo""TEL i. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN PF<02 PF<0.2 PF<0.2 5. Roof recovered. THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE (NY)TABLE 0402.4 TOTAL HEIGHT FROM RIDGE r0 GRADE 13'-6 1/2" ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED 0.36 0.38 0.38 6. Air barriers shall not be required and roof replacement BUILDING ENVELOPE FENESTRATION MAXIMUM RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE SHGC SHGC SHGC where the alterations or renovations to the building 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 do not include 1100 SILVERMERE ROAD LOAD REQUIREMENTS, CLIMATE ZONE 4 10.43 1 0.43 0.43 alterations, renovations or repairs to the remainder of the building envelope. GREENPORT, NY 11944 LUMBER SPECIES AND GRADE VERTICAL FENESTRATE j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN SHGC SHGC SHGC THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE U-FACTOR PFZ0.5 PFz0.5 PF;_4.5 CABIN 107 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FRED 0.58 0.58 0.58 RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF FENESTRATION 0.38 SCTM # 1000-47-02-14 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER THE TRUSSES. OPERABLE ION 0.45 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM ALL COMBINATION SMOKE DETECTORS DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: ENTRAINDOS 0.77 AND CARBON MONOXIDE DETECTORS SH L THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY E 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<02 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 MONITORED CONSTANTLY AS PER THE VERTICAL IN 12 UNITS HORIZONTAL, 0.2<PF<0.5 0.43 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 0.43 TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR 474 sq.ft. PF = PROJECTION FACTOR DESIGN PROFESSIONAL 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 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. SECOND FLOOR NA DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW SECOND FLOOR NA m. LIVE LOAD REDUCTION IS NOT PERMITTED. ? UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LOFT NA ATTIC (HOUSE)(o) NA SEAL: DATE: ATTIC (HOUSE)(b) NA SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA PROJECT NO: ATTIC (GARAGE)(a) NA ( ' :A-` 1 135-2022 EX. UTILITY ROOM 14 sq.ft. EX. SCREENED PORCHES 76 sq.ft. BDKEX. OUTDOOR SHOWER NA Ut' G / DRAWN BY: r `t"`.ifECKED BY: EXISTING DECK NA NEW DECK NA COVERED NEW DECK NA VET NUMBER: EX. COVERED FRONT PORCH NA ��' �• - COVERED ENTRANCE NA POOL HOUSE CABANA NA G 1 ACCESSORY STRUCTURE NA (a) WITHOUT STORAGE DOB NUMBER: OF (b) WITH STORAGE © KEMDESIGN•ASSOMTES,u c / 71 USE SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USEAMINIMUMOF TWO Sd NAILS THISDOUG– IK LARCH SO. FINE MTS 2 0 L TS 2 0 ALLOWABLE LOADS 1.2 LOAD SIDE OF TRUSS. �% • UPLIFT PROVIDE (1) HGAIOKT ON / FASTEIJERS ° SIDE OF CEILING JOIST �� � _ BILI MODEL GA UPLIFT UPLIFT CODE LATERAL WITH TOTAL FOUR > o (133/160) 8dx12" 8d NAILS N0. TO AVG REF. AND ON SIDE OF RAFTER % RAFTERS/ r0 TO ULT. NAILS INTO TRUSS. R PLATES STUDS (133) (160) F FZ (133& g� / r(j au__ TRU USS SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER VE DESIGN ASSOCIATES LIC H7 16 4-8d 2--8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUALAL FOR ALL FOOT NOTES AND l PROPER INSTALLATION PROCEDURES .� � residential & commercial design . consulting � — H6 16 8--8d 8-8d 3983 915 950 650 5, 44 FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) P0.Box 1675 phone: (631)433-9084 DIMENSIONS TYJO ° ART 'x12 ° e MODEL GA AVG (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS 2 INTO o e • N0. MAX. CLEAR ULT. LFTA LFTA REF. PLATES • ° Southold,New York 11971 E-Moil: ssbn654@optonline.net WIDTHSPAN L. QTY DIA 12" 2" 21" 3" 3}„ 12" 2" 22" 3" 31 o EIGHT 8d NAILSSP /i LFTA 16 2J" 17" 3E;J"16-10d 4200 1205 1400 5, 44, 85— INTO `t Kehl Design Associates,LLC o forrnedy D A K Associates,LLC STUD �����r%/,%/",�%////%r//i{ir.T^p^�2r%l>'/rr'/yis-r; n ir�;9/r,^y-.•:., , ° OWNERSHIP & USE Of- DOCUMENTS: DOUG–FIR LARCH / S0. PINE These drawings and specifications including the FASTENERS ALLOWABLE UPLIFT LOADS3 MODEL L AVG 1od 1O x 12' CODE ULT. REF. °o ideas, design and arrangements represented N0. 10d 10d x 12" (133 / 160) (133) (160) LFTA L S T A 21 °° therein, are the property of KEHL DESIGN o. 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 12 3116 1000 840 1000 3, 41, 128 HGTTATTIO with any work or project other than for which MTS20 20 14-10d 14-10d x 12 3116 1000 840 1000 3, 41, 128 ° ° DETAIL "K11 3116 have been prepared without written consent. AR T�'x 12 ° LST20 20 12-10d 1'2-10d x 12 2383 775 720 720 3, 41 ° REV. COUPLER NUT DETAIL "E_ ° sTu 5"— DOUG–FIR–LARCH Equal number of °° �SIMPSON 03-01-23 TYPE OF DIRECTION SO. PINE CODE o MODEL CONNEC– OF LOAD ALLOWABLE LOADS REF. 03-05-23 specified nails in TAKE—UP WASHER TION FLOOR ROOF (1331 each end 03-13-23 N0' (100) (125) 160 I'� Simpson Strong—Tie G 515 645 670 CS165 LTP4 5 J 515 645 670 6, 39, 97 A R T8 x 12 H 515 645 670 DETAIL "H" MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD S1.7.1(DF/SP) (133) HOLDOWN HOLDOWN CODE ART 'x12 DEFLECTION DEFLECTION STUD LENGTH OF BOLT 2,3 AT HIGHEST MODEL MACHINE AVG IN VERTICAL WOOD MEMBER AT HIGHEST ALLOWABLE REF. N0. BASE BODY a ANCHOR BOLTS ULT. ALLOWABLE HB SB W H B SO CL DIA5-e DESIGN LOAD DESIGN o GA GA OTY DIA 12" 2" 22" 3" 34" 52" LOAD WHEN RAISED OFF ��° THE SILL PLAT 0 ° HD2A 16 12 4{" 22" 2j" 8" 2�" i" o 1 F' 2 J' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° 0 MODEL DIMENSIONS I FASTENERS ALLOWABLE UPLIFT LOADS NO. W L STUD PLATE ULT.AVG DF / SP CODE (133)' (160) REF. SP4 3{�" 71" –10d x 12" — 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. CA y� L NAILS FLOOR (133) (160) REF. ° 100 WORK NOTES: LSTA21 20 1;" 21 16-10d 905 1 1205 1 1295 7, 40. 90 0 0° MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS FLOOR (133) (160) REF. 5 100Simpson Strong—Tie STU 8 — MSTA24 18 1 I" 24 18-10d 1025 1370 1640 7, 40, 90 TOTAL ALLOWABLE TENSION LOADS CODE LU S46 SIM PSON NAIL MODEL FASTENERS NO. L ENDSPACING REF. HD2A (LENGTH L CA CUT LENGTH (TOTAL) (100) (133 / 160)2 °c• TAKE—UP WASHER OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 1 16 CLEAR SPAN +31" 28-8d 1235 1 1650 2PS" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS ON. DOUG–FIR LARCH/50. PIN ALLOW A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GAAH B HEADERS JOISTS AVG UPLIFT FLOOR 100 Show 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 10d t6d ULT. (133) (160) 10d 16d 10d 16d 1od 16d REF. ALL LIABILITIES ON THE CONTRACTOR. DETAIL "I„ C N U P LUS46 18 3A" 4�" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 COUPLER NUT HUS210-2 14 399{" 2 8-16d 8-16d 6076 1755 1 2105 1650 1900 — 2065 1, 36, 84, 122 1 ARTJ'x12STU 5 — –FI AR H ALLOWABLELOADS MODEL FASTENERS AVG LATERAL CODE UPLIFT (133/160) REF. SI M P SON N0' GA ULT. TAKE—UP WASHER TO RAFTERS 1-0 PLATES TO STUDS (133) (16o) r F, Acceptance of these drawings does not authorize the right to ' HGAIOKT 14 4–SDS4"x12" 4–SDS "x3" 1523 435 435 1165 940 Iso 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. USE A MINIMUM OF TWO Sd NAILS THIS � q 9 SIDE OF TRUSS. CNW– TOTAL FOUR /• ® SE A MINIMUM OF COUPLER NUT Bd NAILS TWO 8d NAILS THIS g ��� PROJECT: INTO TRUSS. SIDE of TRUSS. MTS16 MTS16 SI TU LSTA21 SIMPSON ANCHOR BOLTS TOTAL FOUR /. TAKE–UP WASHER 8d NAILS HD2A Stron —Tie INTO TRUSS. LSTA21 SL HUS210-2 'JAN 'S Zi ® M LOP 40'T E TWO ° F 8 AILS 1 ' TO u PLATES °p° TWO 1100 SILVERMERE ROAD 81d NAILS Bd NAILS `' IN TO NTo DETAIL "A" STUD Simpson Strong–Tie PLATES °o° GREENPORT, NY 11944 H7 EIGHT / 8d NAILS ' INTO ® DETAIL "D" DETAIL "G" STUD Simpson Strong–Tie DETAIL "J" CABIN 107 LFTA H7 0. Simp son Strong—Tie LFTA RODSYSTEM DETAIL "L" SCTM # 1000-47-02-14 LFTA Ridge Strapping a�RAwING -111LE: BP LSTA30 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS SIMPSON WINDLOAD NOTE: LTVENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN "ODEEP POOL x 4' DAASPHALT OFF FACTORS = 2.58' cu.ft. Fper vertical ALft. CHARTS & CALCULATIONS ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. STRONG-TIE DETAILS 3" THROUGH ROOF 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. 1st FLOOR II 1st FLOOR 1st FLOOR 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF DRAINAGE ROOF ROOF 3 ROOF AREA = 615 sq/ft CALCULATIONS AND LTP4 I 23BATHROOM V = A x R x c PLUMBING RISER DIAGRAM" ' A = 615 sq/ft LTP4 1 1st FLOOR FLOOR z3.. 2,. R = 2" RAINFALL = .17 ft LTP4 •• 3 4" F.A. VENT 6" C = COEFF. = 1.0 JNOTEs: DETAIL "C" c.o c O 3" 4 ABOVE GRADE V = 615 x 1 X .166667 = 103 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE C.O. TO GREENPORT VILLAGE SEWER SYSTEM DESIGN PROFESSIOIIAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE 3" 3" 3 SE scAG APPROVED PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL Simpson Strong—Tie � SEWERAGE SYSTEM LTP4 DETAIL "B" Floor—to—Floor Connections FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Ridge Strapping 103 / 42.25 VERTICAL FT. / FT = 2.4 V.F. DESIGN PROFFESSIONAL ASSUMES NO UABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail PLUMBING RISER DIAGRAM (NTS) USE (1) 8' DIA. POOL 3'-0" DEEP - 3.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strcng—Tie FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor—to—Floor Connections OR SEAL: DATE: 103 / 22.3 VERTICAL FT. / FT = 4,6 V.F. SEPTEMBER, 09 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN USE (1) 6 DIA. POOL 5-0" DEEP = 5 V.F. PROJECT No: ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. C`F ;, �;� 1135-2022 POOLS TO BE PLACED ON OPPOSITE SIDE OF DRAWN BY: G' B D K HOUSE AND/OR LEADERS TO BE PIPED TO JECKED BY: POOLS (1/2 OF THE ROOF TO DRAIN TO EACH NO SUBSTITUTIONS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC StEET NUMBER: All framing hardware shown on these plans, SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION . unless otherwise indicated, is Simpson Strong—Tie. ) G �684 ' No substitutions are approved or authorized. ACOVERS G2 ALL TO BE TRAFFIC BEARING IF LOCATED IN AREA Due to the relationshlcs of framing hardware to WHERE TRAFFIC IS TO BE PRESENT the other components of the structure, any framing . [JOB NUMBER: of hardware substitutions will render these plans 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 HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL performance of the entire system. BE DIVERTED TO EACH POOL, ° KEHLDESIGN•ASsOMTS, /A-ye 26'-6" -9� V-10, 10 3' -�- _ - III --- _I NN 1 02 KEHL DESIGN ASSOCIATES �c 8'-g1 _81 14 3 481 14 12'-01" residential & commercial design • consulting ' � 4 � 4 0 Provide Handrail (2)2x6 ACID + N I as per the 4x4 ACO Post �x� Girder r — o M 2020 Building Code Attached to 8" T I 1 -1 PO,Box 1675 phone: 1631;433 9084 of New York State Conc. Filled Sona Southold,New York 11971 E-Mail: ssbn654@optonine.nel 33"x 54" Tube Min. 3'-0" Belo N I �Existing� I 16"x8" Conc. Ftg. Q� a I _ c0 Existing 1 3 Final Grade �� I Utility I ��—Min. 3'-0" Below —17'-12 5'-04 3 -14 I x I I Room I I Final Grade. x� N 2x6 ACON �+ Kehl Design Associates,LLC o formerly D A K Associates.LLC o CL. I ------------- — — mouse my L---� L— N OWNERSHIP & USE OF DOCUMENTS: r) � I 0 I Existing ri I I r----- ----- ---- ----- ------------- ----� I 8" CMU. 1„ 3� These drawings and specifications including the 1 _ = Foundation 32 Crawl 4" Existing __ N ideas, design and arrangements represented I Space 8' Existing 16'x8" Conc. Ftg. I L g 9 P I� _� Existing 2" P.C. Slob 2" P.C. slab Min. 3'-0" Below 1 therein, are the property of KEHL DESIGN M ASSOCIATES, LLC. No part thereof shall be BEDROOM ACCESS 16"x8" can`. low EXISTING Final Grade. I copied, disclosed to others or used in connection N x Min.Final 3'-0" radelow I I �� \E awi r with any work or project other than for which --8'-6CRAWL SPACE \c I I space i I they have been prepared without written consent. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH Existing I I 1„ Access 8" cndu. I -9g 1 c -1 -1 L__J THE 2020 BUILDING CODE OF NEW YORK STATE Foundat onl I � FI V. Of Of O I I I r J — —— ~ 6 8 Existing I� I 16"x8" Conc. Ftg ALL HEADERS ARE TO BE N I I _ -1 .' I- - N; -„� I 03-01-23 Min. 3'-0” Below 2 1 a"X 7'' LVL UNLESS I I 3 2x8 ExistGirder 4{ �32 Existing ° 4'T Existing - g Final Grade. ( ) d _�� _ Ix8Girder 1 )2x8 Girder _ 4� Existing x� 03-05-23 oc OTHERWISE NOTED ^ I I I N ° I 1 °I i 3)2x8 Girder rn _ o o � I 03-13-23 �,N c I - I I 3 -6" 8'-6" 32" l I l I Existing /---D -� L -- L_-J N I N h 8"x16" CMU. Existing c I I N NOTE: PROVIDE FIRE BREAKS I I Block Piers —2'—� =°�2'� 8"x16" CMU. - 2'� 4" AS PER I I on O Block Piers O t ———— —1 IN co Co KITCHEN I I 2'x2'x1' con. 00 on cc I 1 I THE 2020 1 I Footing cxv 2'x2'x1' Con. N SITTING N BUILDING CODE of Footing 0 I 7——--T I � N c c I Existing N AREA NEW YORK STATE 1 I I AREA Existing w w Existing 4" PC. Slab Utility I �t I Room 54" 2" P.C. Slab Existin J——J 31" 2" P.C. Slab I I 9 "x 3 -7 66 , Existing8" CMU. Foundation I I 8" CMU. J 2868 I Foundation Existing I I 16"x8" Conc. Ftg. =i( 1 N 33"x 54" I L----- ------------ ----- ---- --------------J Min. 3'-0" Below _I 6 -88" 8,-7$„ -6„ 4 -72„ I i Final Grade. N NN o L------------------------1 r-------------------- I J_ 26'-6" �' I I I EXISTING I I SCREENED PORCH � � o i I CRAWL SPACE 4" 4" I I I18 WORK NOTES: N N I I I Existing 2668 n 4 12" P.C. Slab I I Ln SCREEN 8I I I DOOR I � I L -------—————— _ Existing 16"x8" Conc. Ftg Min. 3'-0" Below -7 " -lOg" 4'-5g" Final Grade. B A 13'-62 12'-1 1 2 26'-6" 13'-62" 12'-112" WATER VIEW 26'_6" 3'_10" 30'-4" EXISTING FLOUR PLAN UNIT 107 26'-6" SCALE: 1/4"= 1'-0" 12'-54" -74„ -T--4'-5'. EXISTING FOUNDATION P 8'-74, 1„ 1„ 44 --6'-105„ 4 1 '(� � a � SCALE: 1/4"= 1'-0" I B I A Provide Handrail Acceptance of these drawings does not authorize the right to as per the build withoutthe authorization of local governing agencies, such 2020 Building Code of New York State as Suffolk County Dept.of Health Services, Town Building CID oN Departments, DEC, FEMA, etc. Verify all conditions, codes, and Rem xisting -� 0 NEW requirements with such agencies prior to construction. Window an to 244DH2840 2868 Door (2)13/"X 7d" LVL Hdr. PROJECT: ""o 32„ 25'-11" S A NOw w ALL COMBINATION SMOKE DETECTORS SILVE S AND CARBON MONOXIDE DETECTORS owe = �+ aZo RyeI -K4ARE TO BE CONNECTED WITH A CENTRALU�04"TEL U U o I N v MONITORING STATION AND TO BE co o BEDROOM N N iG MONITORED CONSTANTLY AS PER THE Z?o N DE OR m i 2020 BUILDING CODE OF NEW YORK STATE o ^aC) w3 SITTING C 0 1100 SILVERMERE ROAD AREAILL GREENPORT, NY 11944 r J -92„ x 3, \ Ln "' ol , ALL INTERIOR FINISHES ARE TO COMPLY CABIN 107 Q .Q U U N 00 WITH THE SCTM # 1000-47-02-14 2020 BUILDING CODE OF NEW YORK STATE El Z p X1 I+�� N3 „ N DRAWING TITLE: o 32 "tea o 4' PLANS x� 2 31 ^" FIRE EXTINGUISHER CABIN 107 FIRE BATH I 3 „ CLASS ABC, 5LB, 2A: 10B: C AS NOTED 17'-11" ROOM N AS PER TABLE 906.3(1 ) FIRE 286 v 244n28 EXTINGUISHERS FOR CLASS A NOTEs: 244FX5040 DOOR 3s}" N �� FIRE HAZARDS BASED O N, DESTHESGN PLANS PROFES ARE WHOSE SEAL INSTRUMENT OF AFFIXEDSERVICE HERETO.AND PARE FRINGEM INFRIERTY NGEMENTS BE THE N I - N N PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL 7 -2 L 7 6 1 LIGHT, (LOW), HAZARD OCCUPANCY FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE ° DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR n - SCREENED PORC u, UNFORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPON COMMENTS NOT o FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. I � vx y I M x N A M SEAL: DATE: 2868 OCTOBER, 04 2022 SCREEN DOOR PROJECT NO: r 1135-2022 102 102 �� DRAWN BY: CO � 4" B D K 1'�'- - 14 -11�„ 3,-6 , y¢ �� fi ��� * CHECKED BY: 104 13'-621" 12'-11 SHEET NUMBER: 26'-6„ WATER VIEW ` Al 01 FLOOR P DOB NUMBER: OF SCALE: 1/4"=1'-0" © KEWESIGN•ASSOCIATES,ac W A R A lz 1A EXISTING EXTERIOR CONSTRUCTION TO REIN:] KEHL DESIGN ASSOCIATES, Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold residential & commercial design * consulting Ex. 2x4 Trusses — 24"oc. 31 CDX Roof Sheathing Existing Roof System P0.Box 1675 phone: (6311433-9084 4 CAF Architectural Roof Shingles Southold,New York 11971 E-Mall: ssbn654@opton line,net 12 LLLLi-LLdALLfl-LL I Kehl Design Associates,LLC®formerly D A K Associates,LLC F— 717'­7 Insulation offles D liuLiull I-LLALU-LL OWNERSHIP & USE OF DOCUMENTS: b%% I R-49 InsulotionO I LiULL-La-U-1 Ice and Water Shield 0 1 iU-LLLLL11i Vented Soffit Provide Simpson Hurricane Tydown 9 1 1 F`-­� These drawings and specifications including the Soffit 1x6 Azek Fascia® LI 1 11 L J I LILL ideas, design and arrangements represented (2)2x4 Top plate --Blue Skin House Wrap or Equal G therein, are the property of KEHL DESIGN 31' Exterior Sheathing ASSOCIATES, LLC. No part thereof sholl be 4 Screen Panel _U Ll copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. R-15 Insulation(2) ' BATH E-7 20 Stud's 16"oc. Cedar Siding(a 5" Type "X" Fire-rated Sheetrock IS I I REV. 2A Shoe 3" Su floor Sheathing WEST E LEVATION 03-01-23 2x8 Box Beam 4 �"x4 Fir Flooring x� 03-05-23 ,6 S."Ill Existing 2X8 16"oc. Floor Joists to Remain Ex.2x6 Floor Joists 0 ALE: 1 1"1 03-13-23 R-30 Insulation 3') xI3 Girder Existing THE 2020 BUILDING CODE OF NEW YORK STATE - Sproy Foam Box Beam 8"x16" CMU. C. Slob Block Piers To Remain 8" CMU. on Foundation Existing 'x2'xl' Con. 2" P.C. Slob Footinq 16"x8" Conic. Ftg. 1 16%8" Conc. Ft9 ALL HEADERS ARE TO BE Min. 3'-0" Below Et] Min. 3'-10" Below (2)IY4"X " Final Grade. Final Grade. 71LVL UNLESS4 OTHERWISE NOTED 17'-102" 51'-10" NOTE: PROVIDE FIRE BREAKS AS PER J1 2 THE 2020 Lulu LLLLL]I iLLI BUILDING CODE OF NEW YORK STATE V I - L CROSS SECTION A Lill LLLLL[1LLLtA1 I LLUI 11 11 ULLULLDIA-L WORK NOTES: SCALE: 1/4"= 1'-0* 102 iul-aiul-ILL I NOTES: EAST ELEVATION_ SCALE: 1/4"= 1'-0" C) Provide Insulation Baffles as required at Soffit Locations to Provide for proper attic ventilation Provide R-49 Insulation in all Flat Ceilings as per 2018 IECC International Energy Conservation Code 0 Ice and Water Shield to be used Beneath any damaged roof shingles or areas of repair on the roof 9 Provide Simpson Tydown or Hurricane Stropping to the rafters at all locations of the Interior that are Exposed during the removal of mold or deteriorated interior surfaces. 11 Ll 11 11 u 11 H 11 11 11 J 11 U I 1 11 1 11 IIIJ 11h 11111 11111 Hill III (D Provide 1x6 Azek or Equal to all locations of the fascias that are repaired due to Mold or Deterioration. I I I LLLL1LLLL1J­AI �I I I J �I I ILLLE i I I I 0 Blue Skin House Wrap or Equal to be Used Under Siding for All 11JJ J11LI Acceptance of these drawings does not authorize the right to EXISTING EXTERIOR CONSTRUCTION TO REMAIN Locations Repaired IIII build withoutithe authorization of local governing agencies, such 0 Remove and Replace any Insulation that shows signs of mold ILI 1 L11Lfl­­LI2LLi as Suffolk County Dept.of Health Services, Town Building Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold or deterioration with R-15 Insulation 11 1 1 --LLLLLL­­J]­" Departments, DEC, FEMA, etc. Verify all conditions, codes, and I J LLLLiLLLLiL11 I iLLI­U-LI­[Ji­1]- L Ex. 2x4 Trusses - 24"oc. ® Remove and Replace any Siding that shows signs of deterioratiol -L iLL I LL11-1 LULLLU-1 requirements with such agencies prior to construction. 31, 4 CDX Roof Sheathing Existing Roof System with New Cedar Wooden Shingles 0 I LLLU L PROJECT: CAF Architectural Roof Shingles (9 Remove and Replace any Sheetrock that shows signs of mold 11 L 5 11 12 or deterioration with New 8 Type x Fire-rated Sheetrock rob. 1p% 517 llaLfies 4-0 oc- I I_J11T. .1LLLI L I ULL1111L] I L I 1 -1 ILL]LILL] Q%­7A1-%VZN u Insulation Soffles(D LVE S R-45 Insulation Ice and Water Shield 0 Vented Soffit 21s Beneath Existing 2A Rafters M OTE L Provide Simpson Hurricane Tydown(I r-loo F- NORTH ELEVATION (2)2x4 Top Plate 1x6 Azek Foscic(a --Blue Skin House Wrap or Equal 3 (D "4 Exterior Sheathing Screen Panel SCALE: 1/4" l'-O" n ALL COMBINATION SMOKE DETECTORS 1100 SILVERMERE ROAD R-15 Insulation 0 ' BATH AND CARBON MONOXIDE DETECTOR')' 2x4 Stud's 16"oc. Cedar Siding® 1 — GREENPORT, NY 11944 ARE TO BE CONNECTED WITH A CENTRAL 2x4 Shoe Type `X" lire-rated Sheetrock a I MONITORING STATION AND TO BE J1ULI JICABIN 107 MONITORED CONSTANTLY AS PER THE Ll Suloflod Sheathing SCTIVI # 1000-47-02-14 4 �"x4 Fir Floorin 2x8 Box Beam I —�\ J -1.1 oring 2020 BUILDING CODE OF NEW YORK S-ATE 2x6 Sill Existing 2X8 16"oc. Floor Joists temq�� ffl�b IIN�x.2x6 Floor Joss 16"oQA1 DRAWING TITLE: �5 V f, Anchor Bolts 2x8 Girder Existing II IIII IIII�I LII Z R-30 Insulation2P.C. Slob Spray Foam Box Beam 8"x16" CMU. PLANS Block Piers To Remain B" CMUExisting n . Con. Foundation 2'. P.C. Slob 2'x2'x1 I IL Ll M Footin 16"x8" Conc. Ftg Min. 3'-0'* Belo Min. 3'-0" Below ILL AS NOTED . -t� i:" A IN 107 WI TH THE X 16"x8" Cana. Ftg. w, ALL INTERIOR FINISHES ARE TO COMPLY Final Grade Final Grade. 2020 BUILDING CODE OF NEW YORK STATE NOTES: -e L THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 17 -102 10" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ., X:� JPROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 3 -82 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LLLLL] I I 1 11 1 UIJFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT I if 111 11 111111 111111 [1 111 1 11 H I 1 1111 1 1 1 11 1 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. CROSS SECTION �13SEAL: DATE: � OCTOBER, 04 2022 SCALE: 1/4" l'-O" SOUTH ELEVATION PROJECT NO: 1 02 1135-2022 C11\ RAWN BY: SCALE: 1/4" 1'-0" BDK , -CKED BY: LVE -j LLI NUMBER: 34- A 101 DOB NUMBER: OF T) KMDESIGN-ASSOMTES,uc