The URL can be used to link to this page

Home My WebLink About49187-Z a°f SO�ryo�o Town of Southold * P.O. Box 1179 {0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46776 Date: 01/13/2026 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 1400 Silvermere Rd Greenvort, NY 11944 Sec/Block/Lot: 47.-2-15.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/01/2022 Pursuant to which Building Permit No. 49187 and dated: 05/01/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "As built" additions and alterations including reconstruction of a deck to existing single- family dwelling as applied for. The certificate is issued to: Silver Sands Hldgs I LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49187 1/3/2024 PLUMBERS CERTIFICATION: Pie Dreams Plumbin 6/5/2023 tho ed ign ture TOWN OF SOUTHOLD ��OgpfFQdK � BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY ra;4;ir=`tY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49187 Date: 5/1/2023 Permission is hereby granted to: Silver Sands Hldgs I LLC c/o Alexander Perros 19215 Soundview Ave. Southold, NY 11971 To: legalize "as built" alterations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: ►j bb 4390 Silvermere Rd, Greenport SCTM #473889 Sec/Block/Lot#47.-2-12 `i-7 PAN 4,p (o�7-4,5 Pursuant to application dated 12/1/2022 and approved by the Building Inspector. To expire on 10130/2024. Fees: CO-ALTERATION TO DWELLING $50.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $632.00 Total: $682.00 Building Inspector SOUjyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviina-town.southold.ny.us Southold,NY 11971-0959 �Q�y coy BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Silver Sands Holdings I LLC Address: 1300 Silvermere Rd city:Greenport st: NY zip: 11944 Building Permit#: 49187 Section: 47 Block: 2 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Wilcenski Electrical License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Crawl X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 49 Ceiling Fixtures 10 Bath Exhaust Fan 4 Service 3 ph Hot Water 30A GFCI Recpt 10 Wall Fixtures 10 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 20 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 50A Ceiling Fan Combo Smoke/CO 6 Transfer Switch Step Lights 2 Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 34 Z LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Hood, 200A Panel 40 Circuit/ 30Used Notes: Double Cottage w/ Breezeway Inspector Signature: c Date: January 3, 2024 S.Devlin-Cert Electrical Compliance Form q�1�,oF souTyol Town Hall Annex �` Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Fax(631)765-9502 Q Southold,NY 11971-0959 • �b BUILDING DEPA:RTM W TOWN OF SOUMOM DEC 2 0 2023 81_11ldhig Deis-n tmant CERTIFICATION Town ofa Southold Date: Building Permit No. Y-cs �Ar,, 5 q.1,I ' LL L Owner._ �.,�, (Please print) Plumber: tpe Dge?4A5 Tuov,,*i t j TQS- t twl (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. (Plumbers Signature) Sworn to before me this �M day of l�Y'Q __ , 20 2� PAUL C CAPERNA NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 CA6151160 Qualified in Suffolk County Co4{n,�}( Commission ExpiresAugust t�1,20 �W Notary Public,��i�J�'��,�_._��rsunty Of SO(/T�°� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 91t� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f l DATE l INSPECTOR OF SOGTyO� - l--" --- # TOW O SOUTHOLD BUILDING DEPT. courm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING [STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6v J 'N DATE INSPECTOR N. J. MAZZAFERRO.) P.E. JUN2 9 2023 PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 11J : Consulting Engineer June 28, 2023 Design, Construction, Inspection Page I of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-12 Building Permit Number—49187—Bldg. 23-24,25 Inspection—Framing On 6/21/2023, 1 inspected the construction at the noted location. The inspection covered the framing for the alteration to the existing structures. The areas inspected included the first floor and roof of the existing buildings. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. V" 0 IVC 1 50 0 Nicholas J. Mazzaferro,P.E. 0 0 '4"'0 051 PESS1010' r vtif-,1 N. J. MAZZAFERRO, P. PO Box 57, Greenport,N.Y. 11944 JUN 2 9 2023 Phone - 516-457-5596 Consulting Eng�n June 28, 2023 Design,-Construction, Inspection Page 1 of I Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-12 Building Permit Number—49187—Bldg. 23-24,25 Inspection—Rough Plumbing On June 21, 2023, 1 inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System (WS). The inspection results are: I —DWV—System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2—WS—System was fully exposed,pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. Note—The rough plumbing was connected to the existing water and septic systems which are part of the Village of Greenport master system Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and F applicable codes of the IRC,NYS and Southold Town Building Codes. eN. NEW Y 5 M Cy Nicholas J. Mazzaferro, P.E. 0 0 051 ROFEssl 1 I , 1 N. J. MAZZAFERRO P.E. JUN 2 9 ` 2023 PO Box 57, Greenport,N.Y. 11944 �7T Phone- 516-457-5596 Consulting Engineer` June 28, 2023 Dew, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-12 Building Permit Number—49187—Bldg. 23-24, 25 On 6/27/2023, I inspected the insulation and caulking installed at the noted location. The inspection covered the exterior walls, floor and the ceiling/roof for the alteration. The inspection results are: 1 —Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-15. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building - Alterations. 2—Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R- 45. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building -Alterations. 3 —First Floor—Insulation provided and installed by general contractor. Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building-Alterations. The insulation and caulking installation as verified by inspection is compliant with all applicable codes and conforms with the design specifications. The insulation provided was done in compliance with Section C503, Alterations of the 2018 IECC. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable Codes of NYS and Southold Town Building Codes. �P, OF New S .Mq F Nicholas J.Mazzaferro,P.E. 'Q 0 CFO ° 0570°�� A��PESSIO�Py� \ December'28th, 2022 F 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 GEORGE W. HUBBARD,JR ".SILVERMERE ROAD'GREENPORT, NY 11944 . EXT. 215 ! TAX MAP ID# 1000047i_013?006 3000,1000047000200014000, 1000047000200013000, 1000041000200012000,nobo47000200009000 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 uLIA ROBINS to be satisfactory. VILLAGE If I can be of any further assistance,please contact me at(631)477-0248 ADMINISTRATOR PAULJ. PALLAS, P.E. ' EXT.219 Regards, CLERK SYLVIXPIRILLO; RMC EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT, EXT. 217' Waste Water Treatment Plant i Stiff olk�Coun w ty " e artment:of Health Services:,' B.ui'eau of Public:Health Protection: To.Op, a Temporary'Resdence I `This;>s to.ce._ than.; Silver Sands;.Inc. the o erator"of, SIIVER_SANDS RESORT at: - SILVERMERE.ROAD: GREENPORT, TTY 11944'. . Located m the vILLAGEof GREENPORT m;SZJFFOLS County. zs granted permission to operate said:establihfii t compliance.with,he,prov�slom of Subpart r71 df&6,State Salutary?Code and= under`the'.'following conditions;- (1) This:penrnut>s granted'sub�ect"to any;and:all°applicable State;Local and 1Vlunicipal Lauvs,.. Ordinances,Codes,Rules and Regulations y , O P mrt�s ranted sub ecf fo an and all;apphcable Pederal Laws'includmg USBPA regulations`: pursuant to the Safe Drinking Water Acts_ U`ft r%round1, jection Cont of(UIC).p"rogram (3)' Capacity 40 units: (4):Required supe v�sion'at swimming pool is Leyel IV (5) Waterfront�s not a permitted"bathing beacfi.. (6);As part ofNew•york State's novel coro)Pv�aus (COV1D 19)response,permitted facility owners/operators .must follow all applicable COVID 19 guidance at h"tps J/coronavirus health ny gov/home.and' httpsJ/esd ny govj m addition fo complying with allNYSpermit conditions and requirements.'Please continue to`monrt`or these websrtes to ensure that your facility>s"operating m comphaica wifh.these important, social d>stancing.drectrves,which are designedao pre$entthe pread o ps Effective Date Januar"y 81;2A21, Permit i NON _RW_ SFERABLE 4 Gregson IIPigotttiNID,N8H p _ ermi0ssumg O�cial Tlvs permit�xpr<esnD:ec�emberI,_2021 an,1ma `be revoked or susperidedfoLcanse: --=- 'THIS P _fy EKIVTT'i'-SHOi,D_BE PBSEH CWNSPtCUOiJaSLY` acitit Code 51=3679°' erimlumber-513679 F =— Operatioii,ID�370366 - - SILVER SANDS 1400 SILVERMERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION Unit 23-25 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—See Attached Letter from Stanley Skrezec dated November 29, 2022. DESCRIPTION OF THE PROPOSED CONSTRCUTION: For this premises,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 porche, as needed. •Repair foundation cracks, as needed. •Replace windows and doors in kind. •Repair or Replace existing siding. CERTIFIED COST OF THE PROJECT: $272,090.00 (39.91% OF THE STRUCTURE VALUATION WHICH TOTALS $681,699.00) AS DETERMINED BY CERTIFIED VALUATION OF NEWMARK VALUATON AND ADVISORY CO. F Hi Amanda, D r I hope you had a good weekend. Please see comments below and rel ' t tt no"023 regarding Lot 12. 8U1LU1fVUOffr T'OWNOFSOUYWOL® 1. Please find attached communication between Mike Kimack and DEC regarding the deck for this building and note that it does not require DEC approval. Please also note that Trustees approved this deck at our public hearing on March 15. We are only waiting on them to write up the permit. We understand that you have received all the appropriate confirmations from Trustees, so this should not be an issue. 2. We have updated the plans and I can drop off stamped copies today 3. We never showed a 3-bedroom, so it think what was just something that was missed/ overlooked at BD. Please refer to plans mentioned in#2, which will be dropped off. 4. Nick M. will provide 5. Same as #2 and#3 6. Nick M. will update letters, but first should deal with all of the above and#7 below so we do not needlessly waste time and money re-drafting letters. 7. This is not correct and nothing on this property requires a variance. Please refer to Mike Kimack's letter (0) dated February 20, 2023, which addresses this issue. Additional summary and commentary is below: o The entire structure on Lot 12 is pre-existing and pre-dated even zoning; as such, this pre-existing non-conforming use is grandfathered in. o The detached 1-bedroom is not an accessory structure to a single family home - it is part of the single family home_ and connected by the covered porch. Even under the current code, the pre-existing breezeway complies with section 280-4 and is less than 80 square feet. However, the code regarding the 80 square feet has only been in existence since the late 1980s or early 1990s. Prior to that, one could have an unlimited size covered porch connecting 2 structures. There is no question that the construction of the roof system in that area in question has not been modified and was built at the same time as the original structure. o You note that there are no records to "clearly illustrate" this is part of any permits / COs; however, this structure was build before COs came into existence. Again, I would refer you to Mike Kimack's letter dated February 20, 2023. Please also note that there is no documentation or evidence to suggest that these two parts of the - building were connected after they were originally built, because they were not. Please help us understand why the Building Department thinks we (or previous owners) connected these two buildings or if there is a plan or pictures that prove otherwise. o The structure is clearly part of the Property Card, which dates back to 1962. And note that the property card does not show any roof lines. o Most of these structures were built prior to the Town Building Department and we are just trying to comply with what was there. Please confirm that you are good on all of the above and then we can supply you with the updated letters from Nick (#s 4 and 6) so we can get these permits under way. If a face-to-face meeting is required to go through these issues, please advise and we will schedule ASAP. Very best, Alex From: rrJd --,k—nvaizan.mI LV Subject RV.use giidcliaos.use 26 Data: Aped 14,2023 al2AU Rd To: Alaxan&r Perms alexandcrpormsRsur1mmixom Hi Alex: This should do it From:Scott, Elyssa E (DEC)<Elyssa.Scott@dcc.ny.gov> Sent: Friday,April 14, 2023 8:50 AM To:a nkimack20vorizon.net Subject: RE:use guidelines- use 26 Mike, To elaborate,the use guidelines outlined in 6 NYGRR Part€61.4 state"Substantial restoration,reconstruction, modification or expansion of existing functional residential structures which are and will continue to be located 75 feet or more (or 30 feet or more in Now York City)from the most landward edge of any tidal wetland"is an activity not requiring a permit in the adjacent area. Generally, DEC would consider a residential deck reconstruction that has no increase in footprint to be NPN(no permit necessary) as long as the lot coverages and setback requirements of 661.5 are met. Elyssa From: Scott, Elyssa E (DEC) Sent: Friday,April 14, 2023 8:42 AM To;mkima .k 0yeri on.net Subject: use guidelines-use 26 N.Y. Comp. Codes R. & Regs.Tit. 6 661.5 4 Use guidelines I State Regulations I US Law t LII!I_egWJofoimatDnJnatdutQ-(mt:aclLoAuj Elyssa Scoff shclhorlhers Environmental Analyst, Division of Environmental Permits New York State Department of Environmental Conservation 50 Circle Road,Stony Brook, NY 11780 P:(631) 444-03641 o�lyssa.scott9dec.ny_gov itA4vAec.oy gsv 1 1 QSYTI)AU Department csf Environrnan,al Adk Conservation 44 a \VI 1� APR I t 5UJL D7Wb Ode L -TOW14OFSOU W ---------- Forwarded message --------- From: Nunemaker, Amanda <Amanda.Nunemaker(@town.southold.ny.us> Date: Tue, Apr 4, 2023 at 9:25 AM Subject: Silver Sands Lot 12 To: Richard Vandenburgh <rich@greenportbrew.com> Hi Rich, I have reviewed all new plans and documentation submitted for 1300 Silvermere Rd.: 1. New deck reconstruction in rear requires DEC & Trustees approvals (removal of the as=built deck surrounding the house is okay) 2. Plans must reflect that of a single-family dwelling-use, remove unit #'s throughout plans 3. Existing floor plans show 3 bedrooms and proposed show 4 bedrooms within the actual dwelling (not inclusive of detached structure)---is this an error or will there be an increase in bedroom count? 4. Will need a ResCheck based on 2018 IECC for this project 5. Show smoke/CO in bedroom #3 6. Both letters written by Nick M. must reflect single-family dwelling (2020 NYS Residential Code) references, not Building Code and alteration levels of the Existing Building Code (must remove all unit # references as well since this is not for motel use). Both letters must specifically identify this structure as a single-family dwelling (letters currently reference cottages and boathouse) 7. As mentioned in previous email, the covered porch that connects dwelling to accessory structure (and accessory structure itself) is not legal. There are no records to clearly illustrate this is part of any permits/COs. Permit #2955 clearly shows what had been added and the tax card does not represent what is legal—the assessors tax what is physically existing whether it is legally existing or not. In addition, this covered porch and accessory structure would have required a variance at that time for being too close to the lot line. Either these structures have to be completely removed or legalized with Trustees and ZBA for setback issues. Also, an accessory structure is not permitted to have a bedroom, which would be an additional variance. I wrote the 6 cottage permits yesterday for lot 14. You will be receiving a call within a day or two from Sue. Additionally, the large plans that were submitted for the diner storage amendment to the motel can't be approved at this time, and I believe there will be more changes with that plan, do you want me to discard those plans or would you like to pick them up when you pick up the cottage permits? Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 Thanks for Thinking and Drinking Locally Made and Well Crafted New York Beer! Rich Vandenburgh * Founder Greenport Harbor Brewing Company,LLC 42155-Main Road,Peconic,NY 11958 631-477-1100(Brewery) 63.1-513-9019(Cell) 631-614-4.0.12(Fax) Rich GreenportBrew.com President&Board Member ofNew York State Brewer's Association Novcmb'er 29,2022 Silver Sands Holdings I LLC 1400 Silvermere Road Grccnport,NY 11944 To Whom It May Concern: I have performed sewer and water work in the Village of Grccnport and Town of Southold for the last fifty years.The owners of the Silver Sands Motel hired me to perform maintenance and repair work on the existing sewer system and to supply new domestic water lines to.the motel and various cottages across the property. I can confirm that we are performing work on the existing sewer system and that it does not require any Suffolk County Department of Health(SCDOH)permissions or notifications.The property's existing sewer system, including a private main along Silvermere Road and a pump station located next to the railroad tracks,are all on private property and fall under the purview of the Village of Grccnport.We have been working closely with the Village and the head of the sewer department,Adam Hubbard,visited the property as recently as November 29,2022;he once again confirmed that all work being done is(1) on a prc-existing system,and(2)that no new sewage or wastewater capacity is being added to the system. The maintenance and repair work I have performed on the property's existing sewer system is critical to ensure it continues to function properly and does not have a negative effect on the buildings or contaminate the surrounding environment. In August 2022,Suffolk County Water Authority(SCWA)replaced the failing water main on Silvermere Road.I have worked closely with both SCWA and the property owners to upgrade the domestic water lines and to connect new service taps to the water main.The motel and surrounding cottages are located on multiple lots and SCWA required that we install individual taps for each lot The owners have diligently filed all necessary applications with SCWA,and SCWA has performed all required inspections and sign offs.We continue to work in lock step with SCWA to complete this important infrastructure work. It should be noted that when installing the new water main on Silvermere Road,the SCWA contractors accidentally broke the sewer line that crossed Silvermere Road and connected the cottages at 1100 Silvermere to the private sewer main the nuns along the east side of Silvermere.This was documented by both the property owners and the SCWA contractors,who replaced the section of pipe that they broke. Sincerely, Stanley F. Skrezec ��pf SO�jryD` o Town Hall Annex Telephone(631)765-1802 54375 Main Road . P.O.Box 1 179 G At-'Southold,NY 1197 1-0959 yO BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Silver Sands Hldgs I LLC C/O Alexander Perros 19215 Soundview Avenue Southold, New York 11971 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 130.0 Silvermere Road, Greenport, New York TAX MAP NUMBER: 1000-47-2-12 Pursuant to Section §144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has'been rescinded. BASIS OF STOP WORK ORDER: Construction without first obtaining a building permit CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When a building permit has been issued. FAILURE.TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: September 12, 2022 Jo J. rs Seri or .wild g I. spector IT SHALL BE UNLAWFUL TO REMOVE T IS N l OUT WRITTEN CONSENT OF THE ISSUING AGENCY. Bunch, Connie From: Glew, Claire Sent: Tuesday,June 17, 2025 2:39 PM To: Bunch, Connie; Fuentes, Kim; Kreshon, Catherine; Lanza, Heather, McCullough, Lillian; Michaelis, Jessica; Nunemaker, Amanda; Sakarellos, Elizabeth;Westermann, Donna Cc: Webster, Kevin Subject: Merger Municity Good morning, I am sending all new number changes to all departments even if your department didn't have any information that needed to be moved. The parcels below have been merged: 47.-2-11, 12, 13, 14, 15 — Deleted �. 47.-2-15.1 New Parcel I have bulk moved everything to the new parcel ( except ZBA) I have also made a note in the comment section. Please review to make sure all is correct. Thank you. CLa ire, G Lemr Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 (0) (631)765-1356 (F) www.southoldtownny.gov claireg@southoldtownny.gov i FIELD INSPECTION REPORT DATE COMMENTS --coo FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) � z 0 ROUGH FRAMING& V) tt PLUMBING N . � 1 r INSULATION PER N.Y. y STATE ENERGY CODE t 0.sW Cade 2 ` C4 C ;1 Jw� So to �" C r FINAL J /1 rr ^^ J ADDITIONAL COMNIENTS �J . jz) -ap-a-b t - 925 -S 3 f b c) 1 r\ e� c Tc* lb:649 X C `o ------------------ x . x b y o�2501 TOWN OF SOUTHOLD—BUILDING DEPARTMENT 4. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �� • a� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® C Building Inspector: q PERMIT N0. g pe DEC O 12022 Applications and forms must be filled out in their entirety Incomplete 13111LDING DEFT applications will not be accepted. Where the Applicant is'not the.owner,an TOWNOFSOUTHO!_D Owner's Authorization form.(Page 2)shall be completed Date:December 1, 2022 OWNERS)OF PROPERTY: _ Name:SILVER SANDS_HOLDINGS I,_LLC SCTM#1000-4772-1_, Project Address: I00 Silvermere Road, Unit 23-25 ,Green _ort, 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 EmaiI: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 s:Mailing Address: UNDVIEW AVENUE,_ -. _,... . .. 19215 SO E, SOUTHOLD NY 11971-. .... Phone# 917-31870027 Email:ALEX@SILVERSANDS-MOTEL COM DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration RRepair ❑Demolition Estimated Cost of Project: 20ther See Attached. $272,090 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo 1 t PROPERTY INFORMATION Existing use of property:R_3 Intended use of property: R_3 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_3 this property? ❑Yes BNo IF YES, PROVIDE A COPY. 8-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 Oidinance',of the Town of Southold,Suffolk,-County New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations.orfor removal or demolition as herein described.The applicant agrees to comply With all.applicable laws,ordinances;building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted B (p i t name): `6 V '�" G BAuthorized Agent ❑Owner Signature of Applicant: Date: �2 CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No. OIBU6185050 SS: Qualified in Suffolk County COUNTY OF SUFFOLK ) Commission Expires April 14, 2 . . �( RI CHARD 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)heisthe AGENT (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of DECEMBER 2022 "n�`''O � 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 behalf to the Town of Southold Building Department for approval as described herein. LL24 I °L I t I zz Owner's Wynature Date ALEX PE ROS Print Owner's Name 2 OKI of ti ,'�;. •'r � '. .�.-�' ,.f �� .. :��,.. �:•�_;� `r �'. �+ i';'�c..° l_ �' �: t� •:,t• ��':�i(<!t'?L.:$T4�t¢?t"E,nYR�IT. II'. 9Zn�.+X''ESS''iuFTJYFY;tx!no.'7�'+�!^.2'�•':!'4T�".;.'iyTUY2ik'�T27(iT7I.'p.'9.�k.'b'�:1:`4a'47'pJfi�¢+mNSaR%+T.dCY:&CA...M.1`2�'•«��??'/6r2trt!�*�.''�.'T2'.:'P.`b... °&WO➢'.�.'1R."W9T1J/»n '5S3.P'P:.'� .� 7 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ' 'f PERMIT NO. 10334 7 DATE: MARCH 15,2023 ISSUED TO: SILVER SANDS HOLDINGS I,LLC PROPERTY ADDRESS: 1300 SILVERMERE ROAD,GREENPORT ,' 4 4, SCTM# 1000-47-2-12 ' AUTHORIZATION $ Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 15,2023,and in � r consideration of application fee in the sum of$250.00 paid by Silver Sands Holdings I.LLC and subject to the J: Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits ♦�, : . the following: 1 `° k� Wetland Permit for the as-built 1425sq.ft. cottage with 180sq.ft.wood deck; r jurisdictional area/ground disturbance: total area: t7,800sq.ft.; for the stormwater management system,install four(4) 101x4' drywells for westerly roof of the motel; one ` }` (1) 101x4' drywell and approximately 80 linear feet of drain line; with the condition that all vegetation is to be native salt tolerant; that there is to be no sod used on the ° entirety of this parcel; and preserving all existing trees; establish and perpetually maintain the entirety of the property located within Trustee jurisdiction as a non-turf ♦ ' buffer;,and as depicted on the revised site plan prepared by Edmund D.Hollander, Landscape Architect Design,P.C., received on April 28,2023; and stamped approved N on May 2,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and . se these presents to be subscribed by a majority of the said Board as of the day and year first above written. ✓may •,rl f5 � l� Ll �_ o�0$UF1:Oj,�co fY 'ly 1 @:.Z.''yiC.�'.:u",:YE:mS�'k'7i6:uG" Q@.G�:✓Si:•""a„ohtw""��3s[�iKwSla�S. ..c3f' �i:•;>�t^uw�e^vT4i,:.c8,.�'w:itSr�Svc5a�3Tisu^17r9`��.SA`.eta`'�''K.'Agti�SrrowS�du�S�C.'u'�.ti'Sm�iS�?io"fo)a �. _ Jt'.F'V '$� k1Y � � ,:J a ♦t �J.1'Y A .4 y. •Rd ` Glenn Goldsmith, President OF soUjy Town Hall Annex O� 54375 Route 25 A.Nicholas Krupski,Vice President O P.O.Box 1179 Eric Sepenoski *i Southold,New York 11971 Liz Gillooly G, Telephone(631) 765-1892 Elizabeth Peeples,.. ;� • yo Fax(631) 765-6641 Coupon JAN 1 2 2026 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD - CERTIFICATE OF COMPLIANCE #2317 C Date: October 16 2025 THIS CERTIFIES that the as built 1 425sy ft cottage with 180sq_ft wood deck; Jurisdictional area/ground disturbance:total area:f7 800sq ft•for the stormwater management system install four(4) 10'x4'dry3vells for westerly roof of the motel,• install one(1) 10'x4'drvwell and approximately 80 linear feet of drain line,• with the conditions that all vegetation is to be native salt tolerant;that there is to be no sod used on the entirety of this arcel• preserving all existing trees,• and to establish and perpetually maintain the entirety of the property located within Trustee jurisdiction as a non-turf buffer. At 1300 Siivermere Road,Greoport Suffolk County Tax Map#1000-47-2-12 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 23,2023 pursuant to which Trustees Wetland Permit#10334 Dated March 15,2023,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the as-built 1425sq-ft cottage with 180sg.ft. wood deck•jurisdictional area/ground disturbance:total area:f7 800sg.ft.• for the stormwater management system install four(4) 10'x4'drywells for westerly roof of the motel;.install one(1) 10'x4' d ywell and approximately 80 linear feet of drain line,•with the conditions that all vegetation is to be native salt tolerant that there is to be no sod used on the entirety of this parcel;preserving all existing trees and to establish and perpetually maintain the entirety of the property located within Trustee jurisdiction as a non-turf buffer. The certificate is issued to SILVER SANDS HOLDINGS 1,LLC owners of the aforesaid property. Authorized Signature From: mkimack2@verizon.net 6 r' Subject: FW:use guidelines-use 26 i Date: April 14,2023 at 2:40 PM To: Alexander Perros alexanderperros@startmail.com Hi Alex: This should do it From: Scott, Elyssa E (DEC) <Elyssa.Scott@ dec.ny.gov> Sent: Friday, April 14, 2023 8:50 AM To: mkimack2@verizon.net Subject: RE: use guidelines - use 26 Mike, To elaborate, the use guidelines outlined in 6 NYCRR Part 661.4 state "Substantial restoration, reconstruction, modification or expansion of existing functional residential structures which are and will continue to be located 75 feet or more (or 30 feet or more in New York City) from the most landward edge of any tidal wetland" is an activity not requiring a permit in the adjacent area. Generally, DEC would consider a residential deck reconstruction that has no increase in footprint to be NPN (no permit necessary) as long as the lot coverage and setback requirements of 661.5 are met. Elyssa From: Scott, Elyssa E (DEC) Sent: Friday, April 14, 2023 8:42 AM To: mkimack2@verizon.net Subject: use guidelines - use 26 N.Y. Comp. Codes R. & Regs. Tit. 6 - 661.5 - Use guidelines I State Regulations I US Law 1 LII / Legal Information Institute (cornell.edu) Elyssa Scott she/her/hers Environmental Analyst, Division of Environmental Permits New York State Department of Environmental Conservation 50 Circle Road, Stony Brook, NY 11790 P: (631) 444-03641 el ssa.scott@dec.ny_gov www.dec.ny_gov I I t6JI m 110 YORK Department ofAm STATE Environmental `r Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY.n Stony Brook.50 Circle Road,Stony Brook,NY 11790 P;(631)444-.03651 F;(631)444-0360 vdetw.drr,.i3y ciov July 29, 2022 Silver Sands Holdings I LLC 19215 Soundview Avenue Southold, NY 11971 Re: Permit 1-4738-04895/00 01 Silver Sa ds Holdings I L 1400 Silve ere Road Greenport SCTM # 1000 47-2-11 Expiration Dat * 7/28l 27 Dear Permittee: In conformance with the quirements of the State Uniform Procedures Act (Article 70, ECL) and its implementi regulations (6 NYCRR, Part 621) we are .enclosing your permit. Please carefully r ad all permit conditions contained in the permit to ensure compliance during the ter f the permit. If you are unable to comply with any conditions, please contact us at the bo address. .Also enclosed is a perm t sign hick is to be conspicuously posted at the project site and protected from the weat er, and Notice of Commencement/Completion of Construction form. Please be advised tha this permit d es not relieve you of the responsibility of obtaining any necessary permits or approvals fr m local municipalities or other agencies. Sincerely, MatthewR. Penskii Environmental Analyst Distribution List: Michael A. Kimack BMHP File ,I NflWYORK Department of su,Eor ovrnnna+nr• EnVifOTlnlOntdi Conservation e� NEW YORK STATE. I)'L:PAw MrNT Of ENVIRONMENTAL CONS ERVA`l'ION Facility DEC 1D 1-4738-0489i PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: SILVLaR SANDS HOLDINGS I LLC SILVER SANDS HOLDINGS I LIX 19215 SOUNDVII W AVE 1400 SILVI RMERE RDI 1 000-47-2=1 1 S0IJTI IOLD,NY 11971 GR> ENPORT, NY 11944 (917) 318-0027 Facility Application Contact! MICHAEL A KIMACK PO 13OX 1047 SOUITHOLD, NY 1 1971-1047 (516) 658-6807 Facility Location: in SOUI HOLD in SUP-1 OLK COUNTY Facility Principal Reference Point: NY`I'M-E: 720.383 NY'i'M-N: 4552.598 Latitude: 41°05'41.2" Longitude: 72°22'33.3" Project Location: Tidal Wetlands Authorized Activity: Renovate the pre-cxisling motel within the.sarne footprint_ Reconstruct the existing wood deck boardwalk in-place. Install a new access ramp. Install drywells/swales. All work shall be clone in .accordance with the survey by Howard W. Young last revised May 11, 2022, and stamped NYSDCC Approved on 7/29/2022. ARNO-DEP Permit Authorizations Tidal Wetlands- Under Article 25 Permit ID 1-47 38-04895/00001 New Permit 1=::Ffective Date: 7/29/2022 Expiration Date: 7/28/2027 Page 1 of 0 Aft NEW YORK STATE: DCPAItTMI?N'I'O1' ENVIRONMI,NTAI,CONSERVATION 'mr' Facility DEC ID 1-4738-04895 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Regional Permit Administrator Address: NYSDEC Region I Headquarters SUNY a S ony BrookJ50 Circle Rd Stony Broc Y 1 1 790 -3409 Authorized Sibnature: Date Distribution List MICHAEL A ICIMACK Marine Habitat Protection Environmental .Perinits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMIT'S NOTIFICATION OF OTHER PERMITT'EE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/structures identified under the section "Authorized Activitiy". DEC does not issue after-the- fact or as-built permits. This pe,nnit does not authorize activities. or legitimize the existence of structures, which would have required a permit but for which no permit oi•other authorization has been granted DFC. I Conformance With Plans All activities authorized by this permit must be iil strict conlornlance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Howard W. Young last revised May I I. 2022, and stamped NYSDEC Approved on 7/29/2022. Page 2 of 6 Am NEW YORK STATE DEPARTMENT OF FNViRONIViEWYAL CONSERVATION ION ImbMe Facility DEC. ID 1-1738-114$95 c. noncompliance with previously Issued permit Conditions. orders of the commissioner, any provisions of the Environmental Conservation Law or regulations ofthe Department related to the permitted activity. G. Permit Transfer Permits are transferrablC unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS item A: Permittee Accepts Legal Responsibility and.Agrees to Indemnification "rile Permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents("DEC") for all claims,suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittce's undertaking of activities in connection with, or operation and maintenance of, the facility or I'acil.ities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. 'This indemnification does not extend to any claims, suits, actions, or damages to the extent-attributable to DEC's oNvn negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item 13: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such,persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Reqnired Permits The permittee is responsible for obtaining any other permits, approvals, lands,.easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform [lie permitted work nor does it authorize the Impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of G µ a. 1A, , 2 �l�!v ' 13Q ' µ BUILDING DEPARTMENT-Electrical Inspector 4 , TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 4. Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roaerr0southoldtownny.aov - seand&southoldtownny aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Z L Company Name: CnA Electrician's Name: 4V, I ceh )le, License No.: �7 ��. /�,� ,� Elec. email: Elec. Phone No: 291 request an email copy of Certificate of'Corripliance Elec. Address.: P, b , (,f�� f e ,�� S yu, JOB SITE INFORMATION (All information Required) Name: S, rim 49 s' =-L L Address: tIR U _ S /v 2 c,✓ Cross Street: Phone No.: 9P 3 /d' Bldg.Permit#: `N V 7 email: Tax Map District: 1000 Section: Block: '21 Lot: -7:2-- l BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): S uare Footage:=7 Circle All That Apply: Is job ready for inspection?:. YES 0 NO ❑Rough In Final Do you need a Temp Certificate?: ® YES r-1 NO Issued On Temp Information: (All information required) Service Size�1 Ph❑3 Ph Size: 2-0A # Meters Old Meter# ❑New Service Fire Reconnect[]Flood Reconnect Elservice Reconnect Underground DOverhead #Underground Laterals 0 1 2 D H Frame Pole Work done on Service? F1 Y ON Additional Information: PAYMENT DUE WITH APPLICATION Ll stoma i t ��h, I I I S -e4je��c�/M � 122 a f 1 qua BUILDING DEPARTMENT-Electrical Inspector ti r TOWN OF SOUTHOLD ® Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 410 � 4'ry Telephone (631) 765-1802 Temporary Certificate # 1 3q� Date a 3 2023 Customer Name `jt 1 U S S Hddlh1l Electrician Name Address I�ao 5jjVCVgA sad C�►'eev� . ?h' Phone 3/ e-mail 67 e-mail GUI/C�!?�/Lr'e��cfYjGaQ 0 Rbcq Phone — �j g o `� License# �f 7a 5 - /1 f 6- Size a UO A Phase I Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/ Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days m the date above. Authorized by a BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD • ®�� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # IJ Date 1 - 3 2023 Customer Name jll _� 14vidlu Electrician 777TfLo Address/d,20 j; VgVjMpe 41, ��p nT" Phone 3 07� e-mail dq I p qe-mail A)jlalfLtk 2 ee lC-0 Phone p/' 2 9- 6 0 License# 7 Size _MA Phase �_ Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 -New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/ Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 9D—days2from the date abo Authorized by . BUILDING DEPARTMENT-Electrical Inspector Co a > TOWN OF SOUTHOLD ® 1�, Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 ��1 ��®;> Telephone (631)765-1802 Temporary Certificate #_L6_91 Date C9 ~ 2023 Customer Name�j $ /11_dS W6[�Inl Electrician Name Address 61� r ✓e 4 Phone 31 e-mail old e-mail OJIJCeI4.!gbel iGW u hoc), eek", Phone 8 00 License# 7�3 M L Size 2(]v A Phase / Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/ Flood Reconnect `Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid fo ays fro the date above. Authorized by Michael Al., imack ATTORNEY AT LA W P.O. Box 1047 Southold, N.Y.] 1971 ------- Cell No. 516-658-6807 E-mail: mkimack;2,cDverizotl.net. November 10, 2022 Michael Verity, Chief Building Inspector Southold 'Town building Department 54375 Main Road, Southold, N.Y. 11971 Re: Silver Sands Holdings :I „ LLC 1400 Silvermere Road Greenport, N.Y. 11944 Dear Mr. Verity; The intent of this letter is to apprise you of the effort made by Silver Sands Holdings 1 LLC (L.LC) to conform to all applicable codes as they may pertain to the rehabilitation of the motel and cottages. 1 was engaged to address the rehabilitation plan and evaluate the components of the plan as to what jurisdictions apply, both "Down and State, and w iich permits may be required to be in compliance. In that context. .[ prepared my Analysis ol'the Southold Codes along with discussions with 'Town individuals for input into their interpretation as to what permit(s) may bi needed. In addition. I also contacted DEC to gain insight as to whether permit(s) are required. The culmination of my inquiry was compiled in a sunrmary analysis submitted to the LLC January of this year. A copy of my Analysis is attached for your review. I simply wanted to emphasize that the LLC has. from the beginning, been diligent in understanding their responsibility to abide by the Cods of the Town and State in the application ofthe rehabilitation plan. Sincerely yours, �9 Michael A. Kimack DR Michael A. Kimack FEB 2 8 2023 ATTORNEY AT LAW y P.O. Box 1047 Southold,N.Y.11971 T'OWNOFS011-NOLD Cell No. 516-658-6807 E-mail: mkimack2gverizon.net February 20. 2023 Re: Silver Sands Holdings I LLC Building Dept. Email of Feb. 17, 2023 to Richard Vandenburgh Amanda: Richard asked me to respond to your e-mail to him as I have information relative to your comments made and can clarify the issues raised. Your e-mail was regarding your review of various applications before you as follow: Tax Map 47-2-12 (1300 Silvermere Road, aka Cottage 23-25) 1. Must provide documentation from the Town Trustees regarding the as-built/proposed work for any structure within 100'of wetland boundary AND requires DEC approval The Town.Trustees visited the site on February-7, 2023, and determined-that a wetland permit application was needed only to legalize: (1) ground disturbance within their 100- foot jurisdiction, (2) an as-built concrete slab adjacent to an existing retaining wall on Lot 10, (3) a proposed refuse collection area next to the public road on SCT 045-06-08, and (4) the placement of an existing shed that is potentially on the border of Town property and SCT 045-06-08. The Trustees have a long-standing policy not to require a wetland permit for renovations to an existing structure .(commercial or residential) if there are no additions. This has been confirmed on multiple occasions and site visits with various members of the Board; it was once again confirmed during the February 7 on-site meeting. As such, the renovation work to all the cottages and the motel across the properties are not a part of the application and do not require their permission. I submitted eight (8) applications to the Trustees on February 13, 2023, one (1) for each lot, and we have a scheduled hearing on March 15, 2023. 1 I have been in touch with the DEC about the proposed renovations to the motel and cottages since April 2022. Their stated policy regarding the cottages throughout the Silver Sands property is that a permit would not be required if there was to be no additions. As no additions have been made, we do not require DEC approval for our proposed scope of work to the cottage on Lot 12. DEC did require a permit for the work on the motel building (Lot 11), which was applied for and received on July 29, 2022 (Appendix A). I also applied for a non jurisdiction letter from DEC for Lots 13, 14 and 15 based upon there being a bulkhead in place since April 1977. The DEC issued a non jurisdiction letter for those lots on July 21, 2022 (Appendix B). 2. Records indicate this was a single-family dwelling--conversion to motel use is as- built—must apply for site plan approval with Planning & Special Exception to ZBA (along with additional variances) to legalize use (and requires Health Dept. approval) OR revert use back to a single-family dwelling but you will be required to obtain a Town rental permit every 2 years, and must rent the house for more than 2 weeks at a time to comply with the Town Rental Law- Chapter 207 The cottage on this property (Lot 12) has operated as a motel complex along with the motel building for decades. The Suffolk County Department of Health Services has granted a Temporary Residence (TR) permit to the Silver Sands Resort for 40 units (Appendix Q. The Temporary Residence Unit regulates "temporary residences" such as hotels and motels, and cottage colonies. "Temporary Residences" are facilities maintained primarily for overnight occupancy by 10 or more people but are not intended -to be occupied by the same persons in excess of 180 consecutive days. The TR permit for the Silver Sands covers all lots.that comprise the "Resort", which includes but is not limited to.the buildings on Lots 9 and 11-15. The motel building (Lot 11) has 21 units and the buildings on Lots 9 and 12-15 account for an additional 17 units (3 8 total), However, both the Certificate of Occupancy and the Property Tax-Bill label this building as a "1 Family Res" (Appendices D & E). Please note that our application does not propose changing use of the structure on Lot 12 to a Motel. Our intention is to keep it as a single-family residence, and we will apply for the required rental permit for this building. As such,no change of use is being contemplated or proposed at this time. 3. Must provide documentation or correspondence from the Suffolk County Health Dept. and Greenport Village Sewer District regarding the renovations We have previously submitted correspondence from the Village of Greenport Sewer District (Appendix F) confirming that they have inspected the pump station, sewer manholes, and sanitary sewers lines on Lots 9, 11, 12, 13, 14, and 15, and found them to be in satisfactory condition. Per the Village of Greenport, the S-9 letter is the only letter that.the Village produces for these instances, and it covers any hookup to the sewer line for the entire parcel mentioned in the letter. The existing sewer system has served the motel and all the cottages for some decades. There has been no activity regarding the system that has or will require any permit from the Suffolk County Health Department. The County only responds to an application and in this case, none is needed or forthcoming. 4. Plans do not specifically show what was existing and what is proposedlas-built, must provide revisions to plans for clear interpretation Plans will be revised to specify "existing". S. Must provide a certification letter from NYS architect or engineer with stamp and seal indicating whether or not each structure on this lot meets the town code definition of demolition. The plans show the proposed renovations to the existing structure. Please note that the cottage is not "as built". Its construction predated zoning as evidenced by the Property Card (Appendix G). Building Department policy allows a building to be renovated if there are no additions (which there are none) and the proposed renovations do not meet the definition of"demolition". A cost analysis is being provided from an engineer that indicates each cottage's renovation costs does not exceed the 50% of assessed valuation. Therefore, no zoning variance will be required. 6. Provide alteration level as specified in NYS Existing Building Code for each structure, if legalizing to commercial motel use (may possibly require sprinkler systems in structure) An engineer's letter will also be provided to confirm the alternation level per the NYS Existing Building Code for each structure. 7. The covered porch from the main dwelling to the detached bedroom area appear to as- built—will require ZBA for variances (setbacks, lot size) The footprint of the building with the covered porch has existed for decades and is not "as-built". Certificate of Occupancy #Z2510 issued on 8/30/1966 under permit #2955Z covers an addition to the original building and a new deck(Appendix D), but it is unclear what that "addition" refers to. It should be noted that permit #2955Z is also referenced in the Property Card (Appendix G), which also identifies the breezeway and covered porch areas in question as existing (see page 2 &f the Property Card)..,Permit application#2955Z also states that the building is comprised of 5 dwelling units, which would include the detached bedroom area since there are four bedrooms in the primary building and one bedroom in the detached area. Given that the Property Card records date back to 1962 and the permit in question is from 1965,the breezeway and covered porch areas have been in existence for nearly 60 years. Even if the existing covered porch were "as-built" (which it is not), the breezeway section. of the covered porch that connects the detached 1-bedroom to the main house complies with the current definition of a`Breezeway"under section 280-4. No alterations have been made to any section of the existing covered porch or breezeway, nor have we proposed them in our application. As such,no ZBA is required for variances since there are none. Please contact me immediately if you disagree with any of the above responses so that we can promptly reply and resolve our unaligned positions. Sincerely. Michael A. Kimack i F � April 21, 2023 Darline Duffy #3 Watersedge Way Port Jefferson NY 11777 Amanda Nunemaker,Building Department Southold Town Building Department 54375 Main Road Southold NY 11971 RE:Silver Sands Motel properties,SCTM 1000-047-02-12—status of detached 1-bedroom/1- bathroom unit Dear Ms. Nunemaker: I write this letter to help clarify facts around the historical use of the dwelling unit on SCfM 1000- 047-02-12,which has been colloquially referred to as unit numbers 23,24,and 25(aka#23-25). 1 have relevant first-hand knowledge since my husband,Edward Jurzenia,spent his entire life at the motel and was an owner and operator up until his passing in December 2019. Edward's parents built the original motel in 1957, and he and I had been together since 1975. 1 inherited my husband's ownership in the motel and surrounding properties, which I sold to the current owners in 2022.1 also served as a Southold Town Assessor from 1991-2014,through which I had intimate knowledge of real property and its taxable status within the Town of Southold,including the Silver Sands properties. Units 23,24,and 25 comprise a single-family,5-bedroom home. More specifically,#23 and#24 make up the primary dwelling structure and include 4 bedrooms, while #25 is a detached 1 bedroom/1 bath unit that is connected to the primary structure through a breezeway.Unit#25 has always been used as a dwelling unit and was not conceived nor ever been used as a garage. To the best of my knowledge,#25 was constructed in the 1960s as part of Permit#2955. Very respectfully yours, Darline Duffy (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF'THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTFYLINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOTBEARIN6 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL,NOT BE CONSIDERED TO BE A VALID TRUECOPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF'THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO AWDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue;.Riverhead, New York IIQOI tel. 651.E 7.2505 fax. 651.727.0144 Na min@YOVngengineering.com Hovia I I r or Thomas G. Vol ert Professional slonal Engineer Land r e 1 I Lot 1 ' I / / Douglas E. Ad ms, Professional Enineer Stromski, Architect Robert G. Tost, Architect i - - ` -_ CMF- _ � 1 - _ RC 1-- _ RZCF / e r CMF SITE DATA _ CMF _ Lot 2 RCF S j SCTM NO. 1000-47-2-8 = 9,055 SQ. FT. - I o v Z 40- W I * SCTM NO. 10 - - / I 00-47-2 9 _ 10,351 SQ. FT. L °� -1 now or formerly Vi I o * SCTM NO. 1000-47-2-10 = 2,944 SQ. FT. I ,� � t Douglas Dwyer&Eileen Dwyer ° � � rI 3 o I now or formerly � * O Q o 'z `�- I z ,a Thomas R. Shearin& / SCTM NO. 1000-47-2-11 = 37,912 SQ. FT. ' o ti Lot 3 I a r m Wanda Sue Shearin / I FRAME I h i FRAME / / / SCTM NO. 1000-47-2-12 = 22,339 SQ. FT. I SHED I / * SCTM NO. 1000-47-2-13 = 24,196 SQ. FT. fiF t SHED FRAME / ----�_-_�` RCF N sHED N89053'40T o / * SCTM NO. 1000-47-2-14 = 70,070 SQ. FT. 586015'00 r CMF 182.00' MPF zPF * SCTM NO. 1000-47-2-15 = 88,340 S FT. rrE 123,77 O MPF / 1 w epG DD I Q :>,- 1 a EorWppOS / I � � � Lot 4 I Q' r N O / q0 o, 1 i o -- - _ _ I W o O D S LU Edward Ju'low or forrnerl I � � (� � / rze &Jea y en s�oD 7-7 SCTM N0.1000-47-2-15 ( l nra n`r• Bard � i SCTM NO.1000-47-2-14 Lot 5 .SBO°55r00 L V) L - �„I I L 1 p 110, N 174.98, kO Q I CONC, to H' I L h I F COVER 6.0• - I K- O STRgME 4.3" io "' �� SCTM NO.1000-47-2-8 ! r -c Lot 6 °R4GE z21 e'1 ' 7 3 ID DI o§i MARSH 1 i � ti I Q~gkAGf S O A r01V :.► LLJ i I EDar N N80° 11� co COVER 'AY ti o, O 55,O0uw In F7 'p oN (Lj >" 24.6' ^I` - - - �87 21 r O L I I CP StpNE DRIVEWAY h .�, C a I1.0' w COVER - _ N I J L L C1 N I8.0' `196 e 4 O Lot o, I �, 6.1 - -X 3.0' •O Z N7• O 166.91 io L M CONIC. I o 3 14 W 1 0fti ti o� CSW PLANTER a4 16 m COVER SCTM NO.1000-47-2-9 0 CONC. r`m CONC. CCp�. I O C1 FRAME I O COVER !g1" COVER- O O 4.0' CONIC WA h - - - -SHED ?.8 I CONC. CONC. Sr�OQO `Li N80°55,00"w CEDAR TREES ;0 In eJ ro �� O i COVER COVER l� CMF S �i1D�St, 20.17, -146.77, O :-, 3 I w -F_ xn %0 GQ a 6' r j6�// ��o O�'� WDF - N O 1U I - ----> Lot 8 I 0 � e, / -- V) IPF 1 �P`�s' /' /l O SCTM N0.1000-47-2-10 ��S- Oo rn N80° 147.59' STOP WDF WOODS �� a 55 OOrrw 3.6,E ♦ / / �:•1 O - t` _- I o, r N 167•76' 1 I L U ,U bb �'' p<,O - IPF I 40- i`u LLl 14.5 ��Poy CMF �4 / P�� a+ I IPF r, l L- •1- N ld 0J�'Lb1 6 /' - 1 ..., IPF I I o o Lot 9 �. ,�� o. '� /f\'� P 16.5.1.6' wM8 3:5'. 00"E 189 49, I fI �`rtL /� Off /// 1.9. 12.3� N Q I 3 WALL STONE 149.66' . F - - wEF (r I //' r� // I o OCONC. 2.2'�-',n �i 1T7MBER q I POOL ' 11.3' COVER aN Qy WALL 1�_1 Eq ME I / ✓6 /'/ I f RO I CSW WDF NT o. / I N� O 20.4' _ ' 0.8'W 1 CLOSURt G 0p°y I //'� / / 1 10.3' 'n m 14.3' 1 ai I O 7n 99.8' 19.6 W P / Q N Jr N j Lot 10 E° OF I '�OP�� / UdI3.2- .5 ;, 17.9'/ � 1 I `r' 43.3' v P I N i L '/ CONC. N I CP 6.0' COVER M _ r- -- - // WOOD o I F a 20.1' r / PRf o CSW DECK �15.8' 22.6' I C(OIIC. o0 P f N a N 1 C(o�ER �1 1) °° Q I SURVEYOR'S CERTIF CATION Lot 11 4 Ic G' 0 30.6_ IB.O 4� FRAME �^, 6.2' �j[.1 N ,� N c WMR o - -32 BILDI CL o0 1. 1 �2 o �3 x I i *WE HEREBY CERTIFY TO SILVER Sa,NDS f'', OLDINGS 1, LLC THAT WooDECK a N N � y I S '� THRS SURVEY WAS PREPARED IN ACCORDANCE TH THE CODE OF PRACTICE Ro' " 19.9' I 3°',. .3 2� ej @s �, PROFE 5IONAL LAND S LAND SURVEYS URVEYORS.PTED 13Y E NEW YOR STATE O 5f9EI w ON OF o w I y I 4- Q o N 1 12 8'-, 4.0' I SCTM NO.1000-47-2-11 �� I O O CLF ", CLF Q�F O --- c 29.7' in 12, ( P 2 , Z 18.4' 1 ^' \ I k? l'^��. %, N I 3 o Lot 12 3.1'E 01ME b FRAME 11.9' 1 r Z ST RAGE ,a CSW 1 a BUILDING N ( o e[o o - 36.7' m 18.4' 1 O / L N N 5.6' 0�,. - I aD N 18.2 prop lL7 I I2.7~ N n' 1 N ��` ��/ g5g93 r w T� 0 12.5' d 1 oy I is `J2 o I ---�,- bb M WOOD DECK - O I HOWARD W.YOUNG,N. L.S.N0. 893 �v cP 1.8' In v) LAND / CONIC. i . i J L` W 5CTM NO.1000-47-2-15 w SCTM NO.1000-47-2-14 COVER / I 204 I C. I I o� Lot 13 � o ° I V) 20.3' 4.0 ' f O Q03 O CONC. I r I o ° v I r COVER SCTM NO.1000-47-2-13 SCTM NO.1000-47-2-12 / o N Pn p I - _ .------ SURVEY FO I p V) CSW o FRA.1' 3.6' 1 ! I N 72.8' 26.0' o T _ - - BILDING N. 1 / I WOOD DECK c. I O Ci 3 24.0' 5 0 , u �/ 76.T 3.0'12.3' 15.8 15.6' _ _ SILVER SANDS HOL�, INC�S I C C --. 30.4 E to 1 569 08 29 W I I Ir � J IIPF LY V 28.1' ro m 8.8" 10.9' ca 29.15' r o FRAME n - 24.1' CSW \ I o , „`A' I I S81 21 16 I at Greenport, Town o Southold gt)ILDIN62.9' c" BUILDING^? `\FRAMEI I 24.93' i 1 CONC.WALL 51.31 _ Suffolk County, N'w York - Lot 14 w ' 3.0 24.0' I u o ty, b :o w o 11.0' I j I 5.93' i ' , 584011'16 W z A 1 n��•�� 24.3 l CERTIFIED 1F IED S 1 RV 7 csw \ \� Wes°BULKHEAD r 281 1 ,Z ��10g•1 N,>0° 34 p>„ 572 56 TIE LINE ALONG APPROXIMATE HIGH ` I - 28 2' \ I \ \ / 16 SC,r WATER MARK AS LOCATED ON 10/29/2021 1000 7 2 8 4- WDF \\ 1 coNc W rw COSH W AU 1 \\ 1� >u 1000 I' 7 2 9 Lot 15 i.b'w WOOD \� I \\ 7�, LEGEND 1000 17 2 10 o / i I o r ,r 9 1000 1000 17 2 12 N o, 27.9' \ S7 N88 13 37 W z CIC =CAST IRON COVER 1000 7 2 13 _ lT Z I r o3 �\ \\\\ 7 23' 72 57 14 29.30' CE =CELLAR ENTRANCE ;~ 0 3 p v.1 5 S64°38'07"VI/ CH -CHIMNEY 1000 7 2 14 o v WDF � \\ I 3b•�'pb , CLF =CHAIN LINK FENCE County Tax Map District 1000 Section 7 Block 2 Lot 15 L OL \ a, °�(� 26.48 CMF =CONCRETE MONUMENT FOUND FIELD SURVEY COMPLETED \s h3 6o MAP PREPARED NOV. 17,2021 o y I\T 5 CMS =CONCRETE MONUMENT SET tt� CP =CONCRETE PAVEMENT SIDEWALK 510°55 Al DI =CON DRAINAGE INLET Record of Revisions cr wrF oO°EPO\� o�'Z FJ�t�N C� EOP =EDGI~OF PAVEMENT REVISION DATE IPF IRON PIPE FOUND 0.6'E �� 5i y5 2 5 M F =METAL OST FOUND OL =ON PROPERTY LINE 1/ 3g�1�t� �� PRF = oO'pro �o ; �FjQ�°2� RCF = NCE EBAR&CAPPOST dt LFOEUND WDF =WOOD FENCE `t� ��t RO =ROOF OVER 0Q� WMR a WATER METER c WSF =W004 STAKE FOUND 25.99'r cj�9 '17"W WSS =WOOD STAKE SET 40 0 20 40 80 120 5.99 `a, =UTILITY POLE = FIRE HYDRANT Scale: V = 4 ' =END OF DIRECTIOWDISTANCE - _ JOB N0. 2021 c- DWG.2021_012676Z cs 1 OF 1 it CGenerates! by REScheck-Web Software �J( Compliance Certificate Project Silver Sands 23 �, 24 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 1,423 ft2 Glazing Area 19% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1400 Silvermere Road Alex Perros Brett Kehl Greenport, NY 11944 Silver Sands Holding 1 LLC. Kehl Design Assoc.LLC. 19215 Soundview Ave. 265 jasmine Lane Southold, NY 11971 Southold, NY 11971 917-318-0027 631-433-9084 alexanderperros@startmail.com ssbn654@optonline.net Compliance: 3.2%Better Than Code Maximum UA: 283 Your UA: 274 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Assembly or Cavity Cont. Req. Prop. Ceiling: Flat Ceiling or Scissor Truss 56 45.0 0.0 0.027 0.026 2 1 Ceiling 1: Flat Ceiling or Scissor Truss 940 49.0 0.0 0.026 0.026 24 24 Ceiling 2:Cathedral Ceiling 710 49.0 0.0 0.022 0.026 16 18 Wall: Wood Frame, 16"o.c. 437 21.0 0.0 0.057 0.060 22 23 Orientation: Front Door: Solid Door(under 50%glazing) 18 0.320 0.320 6 6 Orientation: Front Window:Wood Frame SHGC:0.32 31 0.300 0.320 9 10 Orientation: Front Wall 1:Wood Frame, 16"o.c. 339 21.0 0.0 0.057 0.060 18 18 Orientation: Left side Window 1:Wood Frame SHGC:0.31 12 0.290 0.320 3 4 Orientation: Left side Window 2:Wood Frame SHGC: 0.32 20 0.300 0.320 6 6 Orientation: Left side Project Title: Silver Sands 23 & 24 Report date: 10/28/22 Data filename: Pagel of 2 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Wall 2:Wood Frame, 16" o.c. 342 21.0 0.0 0.057 0.060 9 9 Orientation: Back Door 1:Glass Door(over 50%glazing) SHGC:0.26 105 0.300 0.320 32 34 Orientation: Back Window 3:Wood Frame SHGC: 0.32 79 0.300 0.320 24 25 Orientation: Back Wall 3:Wood Frame, 16"o.c. 444 21.0 0.0 0.057 0.060 23 24 Orientation: Right side Window 4: Wood Frame SHGC:0.32 39 0.300 0.320 12 13 Orientation: Right side Window 5:Wood Frame SHGC:0.31 4 0.290 0.320 1 1 Orientation: Right side Floor:All-Wood Joist/Truss 1,423 19.0 0.0 0.047 0.047 67 67 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Ver ion : Scheck-Web and to comply with the mandatoIrr=emrents listed in the REScheck Inspection Checklist. Lz zz Name-Titl Sigr3 y e Date Project Title: Silver Sands 23 & 24 Report date: 10/28/22 Data filename: Page 2 of 2 e � PLUMBER CER°T/F/ APPROVED AS NOTED 0N.LEAD:- CATION CQIV7'EjU7- FpRf PP CERT/F/CA TE OF.00CUPAM I DATE: B.P.# D �J ' FEE: • BY: -.SOLDER USED IN WA TER lJ - SUPPL NOTIFY BUILDING DEPARTMENT AT EEO y,S ySTE tit CANNOT EkC 765-1802 8 AM TO 4 PM FOR THE �Ia OF'>,o LEAF FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION ,_ < 4. FINAL - CON ,'Fi!'(`I(-)N MUST ::, BE COMPLETE i C,P -0. :&L PLUMBING WANE &WATER LINES NEED ALL CONSTRUCT.,!O�; SHALL MEET THE T�S'fING BEFORE COVERING REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. EL�CTMCAL COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF �_�'T p NG BOARD Must provide Manuals SOUTHOLD TOWN TRUSTEES IVYS and S as per Energy Code )CCUPANCY OR Blower door JSE IS UNLAWFUL and ductwork vNITI-IOUT CERTIFICAT testing required. ')F OCCUPANCY All exterior lighting Additional RETAIN STORM WATER RUNOFF installed, shaPlcoed or Certification repaired nfor n May PURSUANT TO CHAPTER 236 to Chapter 172 Y Be required. OF THE TOWN CODE, of the Town Code Ar EVDE T .�.-- GENERAL NOTES: T SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 01 R A T 0 E SGeneral Notes: . 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK 2020 RESIDENTIA L CODE OF ,/'�: ID' �1 _- Ej1t t_I _.r=tt k � .;� - � Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. ` •`- =" �`� � �"`,==�`,;� , 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. . ' '11r. GENERAL NOTES; �:F, + 2• FIRE SAFETY: z � rk' 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 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA, residential & commercial design o consulting PRACTICES. 2 4. Pre-manufactured trusses, C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. 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 registerecd manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Boxl615 'phone: (6311 433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southolld,New York 11971 E-Mail; ssbn654@optonline.nef r 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. Kehl Design Associates,LLC0formerlyDAK Associates,LLC 1-. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. �.. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. 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 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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 CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL -TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of thereof DESIGN !ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used,in connection � ' 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. th with any for which work or been prepared other than d 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 they have PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B• CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7' C. HEAVY DROP CLOTHS. PLUMBING WORK SHALL_ BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI 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 1 11 -25-19 8 a, Laminated Veneer Lumber LVL ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRAN��E FOR AND OBTAIN ( ) ACCUMULATION. -23 OG-05-23 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 9 Fv = 285 PSI THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI 4. NOISE AFTER HOURS: DRAWINGS, AND ALL 01-HER 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. 1 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 CIONSTRUCTION OF THIS BUILDING. 1 1 • THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OIR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROW 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. r 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 1 CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAIFETY 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. HAIRMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKI'MAN. 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 1 ,1 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 STRUCTUIRE. 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, LUC. 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_ OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL -CODE OF NEW YORK STATE. S GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE R301.2.1.2 PROTECTION OF OPENINGS. LOAD _SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: ALL ROOMS MEET OR EXCEED THE 2020 RESIDENTIAL CODE OF NEW YORK STATE �Pt OF NEIV 25 Ibs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT To MODERATE 11 degrees YES 1984/1998 C OPENING E1 PROTECTION 86 AS FOR WN DBOR SECTION 301RIS 2 1ALL MEETRAGE HE REGQUIREDENTSOPENING TH[E LARGE MISSILE FOR WI EST OFEASTM S1 96 ANLL D MEET FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PROPERTY ZONE THE REQUIREMENTS of AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED THE 2020 RESIDENTIAL CODE "OF NEW YORK STATE ` F� TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, T� RESORT / RESIDENTIAL (IN POUNDS PER SQUARE FOOT) EXCEPTION: FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. f'yn _ 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/6 INCH (11mm) AND :A SPAN OF NOT MORE THAN 8 FEET (2438mm) DESIGN CRITERIA SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTAACHED TO THE FRAMING SURROUNDING THE NAILING NOTES: OCCUPA:",'( OR USE LIVES OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PF2EDPILLED AS REQUIRED FOR THE ANCHORAGE ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND TWO FAMILY DWELLINGS LOADS J METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE o UNINHABITABLE ATTICS WITHO'J' STORAGEb 10 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT �FtSSfrT^L'' USES(s) AND OCCUPANCY CLASSIFICATION(s) CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTL.Y INSTALLED ON THE BUILDING. ATTACHMENT g IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD RiOOF HEIGHT OF 45 FEET (13,728mm) OR LESS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE f USE OCCUPANCW UNINHABITABLE ATTICS WITH U,4ITED STORAGE b 20 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V it IS 180 MPH (290kps) OR LESS. R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS HABITABLE ATTICS AND ATTICS SERVED 11SITH FIXED STAIRS 30 STRUCTURL PANELS a,b,c,d PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS RESORT / RESIDENTIAL R-3 OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TRANSFER of LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS 1-0 THE FOUNDATION. BUILDINGS FASTENER SPACING (INCHES) AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS Acceptance of these drawings does not oulhorize ,.,: li;'Ii to TYPE GROUP FIRE ESCAPES 40 FASTENER TYPE SECTION. PANEL SPAN 4 FEET r. PANEL 6 FEET < PANEL build without the authorization of local govrrnirna Igri ties, such S 4 FEET SPAN , 6 FEET SPANS 8 FEET as Suffolk Count De n f d n R301.1.1 ALTERNATE PROVISIONS y pt. of Health Services, fos rl;f l v B GUARDS AND HANDRAILS 20o AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE Departments, DEC, FEMA, etc. Verify all con:i' .. cnd�s, and No. 8 WOOD SCREW- LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH re uirements with such a encies rior to cohslru,.'.rr1. f BASED ANCHOR WITH 2 16 10 8 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, q g p . HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS h 50 INCH EMBEDMENT LENGTH PASSENGER VEHICLE GARAGES a NO. 10 WOOD SCREW- 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PROJECT: HEIGI;T FIRE AREA 50 INCH BASED f EMBEDMENT LITH 2 ENGTH 16 12� 9 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD ROOMS OTHER THAN SLEEPING ROOMS 40 FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) HEIGHT, BUILDING. ROOMS INCH DIAMETER LAGSCREW- 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ? " THE VERIICAL DISTANCE FROM GRADE BASED ANCHOR WITH 2 16 163 16 S I E PLANE TO THE AVERAGE HEIGHT OF F.", UNLIMITED AREA SLEEPING ROOMS 30 INCH EMBEDMENT LENGTH THE HIGHEST ROOF SURFACE 7000 SF. = 1 1'-7" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 2020 PE5DENTIAL CODE OF NEW YORK STAIRS 40c FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s MUTE STATE. a. This table is based on 180 mpi ultimate design wind speeds Vlt and (a 45-foot mean roof height. PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES FOR SI: b. Fasteners shall be installed at )pposing ends of the wood structural panel. OF NEW YORK STATE. 1300 SILVERMER':.. :',;,DO TOTAL HEIGHT FROM RIDGE TO GRADE Max 13'-6" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? m 1 POUND = 4.45 N, Fasteners shall be located a nimum of 1 inch from the edge of thEe panel. GREENPORT, N 6r a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE of SUPPORTING A 2,000-POUND LOAD c. Anchors shall penetrate throughthe exterior wall covering with an emtbedment length of 2 inches minimum into 2018 International Energy Conservation Code (IECC� APPLIED OVER A 20-SQUARE--INCH AREA. the building frame. Fasteners shll be located a minimum of 2Y inchess from the edge of concrete block or concrete. b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT d. Where panel are attached to mconry or masonry stucco, they shall bee attached using vibration resistent anchors SECTION R503 ALTERATIONS PLATO'S HOU',S,, LUMBER SPECIES AND GRADE BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE having a minimum ultimate with'rowal capacity of 1,500 pounds. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE of R503,1 General ALL HOUSE FRAMING MATERIA_ DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, SCTM # 1000-47, 0,r "'.-: r OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED PROJECT TO COMPLY WITH CHAPTER 5 OF THE REQUIREMENTS OF THE Alterations t0 any building Or Structure Shall Comply with the requirements of this Code for new Construction. Altera(ionS shall be such <=•.-.w .. TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2020 ENERGY CONSERVATI(N CODE OF NEW YORK that the existing building Or structure IS not less Conforming t0 the provisions Of this Code than the DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD existing building Or Structure was prior t0 the alteration. OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, SECTION R402, BUILDING THERMAL EWELOPE OF THE ENERGY CONSERVATIQN CODE OF NEW YORK GENERAL IN O i s WHICHEVER PRODUCES THE GREATEST STRESSES. Alterations to an existing building, building system or portion thereof shall conform to the provisions of this code as they relate to Projects shall comply with one of the flowing: d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. 1. Section R401 through R404 new Construction without requiring the unaltered portions of the existing building or building System to comply with'tllis code. 2. Section R405 and the provisions of fictions R401 through R404 indicated ass "Mandatory" AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. 3. The energy rating index (ERI) approai in Section R406 Alterations shall not create an unsafe or hazardous condition or overload existing building systems. Alterations shall be such that the existing building or structure does not use more energy than the existing building or structure prior to alteration. Alterations to NOTES: _....•,� NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS BALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL NY)TABLE R402.1.2 a NEW FINISHED BASEMENT NA FILLERS SHALL BE DESIGNS-D TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF existing buildings Shall Comply with section R305.1.1 through R503.2 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ;'I,. LIF '':'PFRTir OF THE 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED INSULATION AND FJESTRATION REQUIREMENTS BY COMPONENT DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. I'!;,I' `'' •L P;1Ll. BE EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. CLIMATE FENESTRATION SKYLIGHTb GLAZEI. CEILING WOOD MASS FLOOR BASEMENT:: SLAB d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW, C01.' '.. ,J'.:' '1 4.RIFY ALL EX. FIRST FLOOR 1761 sq.ft. ZONE U-FACTORb U-FACTOR FENESTRAy R-VALUE FRAME WALL WALL RNALUE WALL R-VALUE SPACE UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN sHGCk R-VALUE RNALUE R-VALUE &DEPTH R-VALUE R503.1.1 Building Envelope, FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESF'tr•'; .J,lr l D FIT. THE NEW FIRST FLOOR NA 9 THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR DESIGN P'ROFFESSIONAL ASSUMES NO LIABILITY FOR 001`11ia,- r,ii'- OK"I'AN On EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 4EXCEPT 0.55 0.40 Building envelope assemblies that ore part of the alteration shall Comply With Section R402.1.2 Or R402.1.4, Sections R402.2.1 through UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED " ; L!'° S NOT ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN MARINE 0.32 49 20OR13+5h 8/13 19 10/13 10,2ft FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS NEW sEco��D FLOOR NA RA402.2.13, R402.3.1, R402.3.2, R402.4.3 and R402.4.5. NEW BALCONY NA THE PLANE OF THE TRUSS ' For SI: = 1 foot = 304.8 mm SEAL: DATE: LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS a. R-values are minimums. U-factors and1GC are maximums. When insulation firs installed in a court which is less i ATTIC HOUSE i a, BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: y EXCEPTIONS: The following a terationS need not Comply With the requirements for new DECE`,' `L_ ', 2021 NA than the label or design thickness of thnsulation, the installed R-value of tine insulation shall not be less than the --�`-' R-value specified in the table. PROJECT !.. . ATTIC HOUSE b NA Construction, provided that the energy use Of the building IS not Increased: 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH P gY g b. The fenestration U-factor column exclud«skylights. The SHGC column applies to all glazed fenestration. NEW GARAGE ADDITION NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS 22_ ATTIC GARAGE a NA NOT LESS THAN 30 INCHES /13 means R-10 continuous y 1. Storm windows Installed Over existing fenestration. C. 10 msu n on the interior or exterior of the home or R-13 court insulation of the DRAWN E' interior of the basement wall. EX. UTILITY ROOM NA 2.THE SLOPES of THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN EX. SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. "15/19' means R-15 continuous insulati0on the interior or exterior of the home or R-19 cavity insulation at the 2, Surfaced applied WIndOW film InSto ed On eXlSting Single pone fenestration CHECKED is interior of the basement wall. "15/19" sh be permitted to be met with R-135 cavity insulation on the interior of the EX, OUTDOOR SHOWER NA 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD basement wall plus R-5 continuous insular on the interior or exterior of the home. "10/13" means R-10 continuous assemblies reducing solar heat gain, provided that the code does notes EXISTING DECK NA MEMBER DEPTH. insulation on the interior or exterior of thtome or R-13 cavity insulation at the interior of the basement wall. SHEET lJ' NEW DECK NA require the glazing or fenestration to be replaced. COPYRIGHT 2022 KEHL DESIGN ASSOCIATES LLC. THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE d. R-5 shall be provided under the full slab ea of a heated slab in addition to, the required slab edge insulation EX. COVERED DECK NA R-value for slabs, as indicated in the tablThe slab edge insulation for heated slobs shall not be required to 3. Existing ceiling, wall or floor cavities exposed during construction, provided ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED EX. COVERED FRONT PORCH 236 sq.ft. DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS extend below the slab THAN 10 POUNDS PER SQUARE Fool. that these cavities are filled with insulation. UNDER FEDERAL COPYRIGHT LAW. COVERED ENTRANCE NA e. Reserved PLANS MAY NOT BE REPRODUCED WITHOUT POOL HOUSE CABANA NA h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A f. Reserved 4. Construction where the existing roof, Wall or floor cavity IS not exposed. WRITTEN AUTHORIZATION. SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE 5. Roof recovered. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOH Nur.ACCESSORY STRUCTURE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE g. Alternatively, insulation sufficient to fill the ming cavity and providing not lests than an R-value of R-19. _ IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE KEHL DESIGN ASSOCIATES, LLC. ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. h. The first value is cavity insulation, the sect value is continuous insulation, sa "13+5" means R-13 cavity insulation jy ..+ 6,Ai(,barriers shall not be required and roof replacement plus R-5 continuous insulation. , r < THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE (a) WITHOUT STORAGE where the alterations or renovations to the building do not include (b) WITH STORAGE i. Mass walls shall be in accordance with SectIR402.2.5. The second R-value a)ppiies when more than half th�j 0 0' PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN -DESIGN-ASSOCIATES, t.lr insulation is on the interior of the mass wa alterations, renovations or repairs to the remainder of the building envelope. PROOF OF PURCHASE. SIMPSON STRONG— TIIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF r „ J PROVIDE (1) HGAIOKT ON DOUG—FIR LARCH SO, PINE UPLIFT TSIDE WO 8d NAILS THIS M TS 2 0 _ WITH TOTAOFOURSS ° ° // — �;.. .;;:`;• ALLOWABLE LOADS LOAD / ��m ii �. FASTENERS / 1� C LATERAL , /. U SIDE OF CEILING JOIST MODEL GA UPLIFT UIPLIFT (133 160) 8dx12" CODE 8d NAILS /F r - - - __ - { N0. TO AVG REF, INTO TRUSS. AND ON SIDE OF RAFTER - �� ./ s_l o° j�h� " RAFTERS/ TO TO ULT. F F2 (133& s STU ° l III �l 6 TRUSS PLATES STUDS (133) (160) m = NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = TAKE-SIMPSON TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND - KEHL DESIGN ASSOCIATES, LLC PROPER INSTALLATION PROCEDURES residential & commercial design e consulting j H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ALLO)WABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) DIMENSIONS FASTENERS Two °� ° ART "x12 ° ° P0.Box,1675 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS ° ° phone: (631)433-9084 MODEL GA AVG p INTO ' • • •° ° Southold,New York 11971 E-Mai!: ssbn654?opfonline.nef NO. MAX. CLEAR ULT. LFTA LFTA REF. PLATES °mo o' ' WIDTHSPAN L OTY DIA 1 2" 2J" 3, 3J" 1 2' 2�' 3' 3�' EIGHT •° ' NAILS INTO SP4 _ Kehl Design Associates,LLC o formerly D A•K Associates.LLC IN 12os laoo s, a4, 65 OWNERSHIP & USE OF DOCUMENiS: LFTA ill 2,1" 17" 381"16-10d — 4200 STUD z DOUG—FIR LARCH / SO, PINE °o These drawings and specifications including the FASTENERS ALLOoWABLE UPLIFT LOADS MODEL L AVG lOd lOd x 1�" CODE I ULT. REF. LFTA o° idleas, design and arrangements represented N0. 10d lad x 1�" (133 / 160) (133) (160) LSTA21 ° therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Simpson Strong—Tie MTS16 16 14-10d 14-10d x 1�° 3116 11000 840 10oo 3, 41, 128 ° HGA10 copied, disclosed to others or used in connection °° °° with any work or project other than for which MTS20 0 2p 14-lOd 14-lOd x 1�" 3116 '1000 840 1000 3, 41, 128 ° V° DETAIL "11" they have been prepared without written consent. ART "x12 ° 0 REV. LST20 20 12-10d 12-10d x 1j" 2383 775 720 720 3, 41 C DETAIL "Eli ° STU 5"— 11 —25-19 COUP LER NUT ° 8 DUUG-FIR-LARCH/ Equal number of °° -SIMPSON 03-06-23 TYIE OF DIRECTION SO. PINE CODE specified nails in TAKE—UP WASHER 04-05-23 MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. TION (100)R (1�) 160) I:: each end P Strong —Tie son Stron —Tie 8 G 515 645 670 CS1 6 AR T "x12 ' LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENISIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOLDOWN ARTJ"x12 STUDEFLECTION DEFLECTION CODE MODEL MACDHINEAVG LENGTH OF BOLT z•� AT HIGHEST . AT HIGHEST REF. ULT NO. AS BODY ANCHOR BOLTS SB W IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE BE o AS GA HB H B So CIE s DESIGN LOAD DESIGN ° CITY DIA 1 2" 21" 3" 3}° 5}" LOAD WHEN RAISED OFF �0° T P A 0 — HD2A 16 12 4 2�" 2J" 8" 2 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 ° 0 MODEL DIMENSIONS FASTENERS ALLCOWABLE UPLIFT LOADS AVG OF / SP CODE NO. W L STUD PLATE ULT ((133) (16 0)' REF. SP4 3 b° 71" 6-10d x 1}" — 2917 7735 885 7, 40, 127 t m DIMENSIONS FASTENERS (TOTAL) ALLCOWABLE TENSION LOADS CODE o kk L^ODEL GA FLCOOR REF. o NO. WL NAILS 1 CD (133) (160) o WORK NOTES: LSTA21 20 i " 1 21 1 -10d 90)5 1205 1295 7, 40, 90 0 f"ODFI A DIMENSIONS FASTENERS (TOTAL) ALLI.OWABLE TENSION LOADS CODE NO. W L NAILS �a,�R (133) (160) REF. Simpson Strong—Tie STU 5 8 MST424 18 1 24 1 10125 1 1370 1 1640 1 7, 40, 90 LUS46 SIMPSON MODEL TJLAL END FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE—UP WASHER ISEN,,,,N SPACING REF. HD2A (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)z oc. y�Q' OF ROLL N A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT HIrmpson Strong-Tie �Q,SCS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTESDIMENSIONS FASTENERS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATIONTJ• MODEL DN. -FIR AR H PIN ALLOWABLE A DETAIL "1" 0 HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES �•,No. cAr w W " B 10d 16d JOISTS ULT. (133)(16 0) 10d 16d tOd 16d 10d 16d REF• ALL LIABILITIES ON THE CONTRACTOR. CN W— � LUS46 18 3�" 41" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "P' COUPLER NUT p HU5210-2 4 38' g� 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ARTJ"xt2 rj„ DOUG-FIR LARCH SO. PINE ALLOWABLE LOADS STU 8 — O'FE.S31otRP`�. FASTENERS UPLIFT LATERAL CODE MODEL AVG UPLIFT (133/160) REF. No. GA ULT. TAKE—UP TAKE—UP WASHER TO RAFTERS TO PLATES To STUDS (133) (160) F FZ 160 Acceptance of these drawings does not authorize the right to HGAIOKT 14 4-SDS#"x1�" 4--SDSJ"x3' 1523 435 435 1165 940 build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and USE A MINIMUM OF SP4 • requirements with such agencies prior to construction. TWO 8,1 NAILS TH'S CNW SIDE OF TRUSS COUPLER NUT SP4 TOTAL FOUR \\) Sd NAILS /e m )LSE A MINIMUM OF TWO 8d NAILS THIS PROJECT: MTS16 ° STD '- LSTA21 SIMPSON ANCHOR BOLTS INTO TRUSS. SIDE OF TRUSS. MTS16 SIMPSON TOTAL FOUR /. c4 o HD2A TAKE-UP WASHER Strong—Tie LSTA21 8d NAILS INTO TRUSS. HUS21 O-2 �jEIR ': 0 ,jl Tl�'0 ° F, 8 JAILS PLATES 0°P° 11300 SILVERMER ` ,D, EIGHTTWO o i i ! 8d NAILS 8d NAILS o t INTO INTO ° DETAIL "A" STUD Simpson Strong-Tie PLATES °®° GREENPORT, N�® ` ' H7 EIGHT Bd "AILS ® DETAIL "D" DETAIL "G" DETAIL "J" INTO STUD Simpson Strong-Tie m P LATO S H O W S, H7 Simpson Strong—Tie LFTA Roo SYSTEM DETAIL L SCTM # 1000-47-0a:"- 12 LFTA .._, . LFTA Ridge Strapping DRAWING -MILE: °° LSTA30 NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE BP SIMPSON WINDLC. D ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 CHARTS & CALC U(.—A" O N S 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. st FLOOR I st FLOOR II II 1sR000OR 1'-0" DEEP POOL x 6' DIA. = 22,3 cu.ft. per vertical ft. STRONG—TIE DES,{ 'LS 3" THHROUGH ROOF V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. ROOF 1'—O" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / ROOF DRAINAG l., 2" 3.• 2" 3•. 2" 3' 2" 3 ' ROOF AREA = 2306 sq/ft CALCULATIONS Ar J MASTER PLUMBING RISER [:�fi.- -ARA1/I BATHROOM BATHROOM V = A x R x C L TP 4 2.. 3., BATHROOM 2..2 . 21. 3' 2.. 2" 2.. 3., BATHROOM ••z.. 3 FLOOR st FLOOR A = 2306 sq/ft LTP4 3.. 3.. 2 2. 2' 3- 2,. • R = 2" RAINFALL = .17 ft LTP4 C = COEFF. = 1.0 NOTES: DETAIL licit V = 2306 x 1 x .166667 = 384 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AIlD AFL PROP R`Y OF THE 4" F.A. VENT 6•• DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. R;FR'';� I"NTS WIfL BE ABOVE GRADE CUTED TO THE FULLEST EXTENT OF E LAW. f Simpson Strong—Tie — FIELDECOINDI IONS AND DIMENSIONS AND BE HSOLEY RES LTP4 DETAIL B g Strapping a C.0, 4 O TO SEWER S ORT VILLAGE 384 / 42.25 VERTICAL FT. / FT 9 V.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OM iRAC;(I SH"LL `;i: IFY ALL 4' C. C. k' • 4•• F.A. VENT 6' 'DNC�' � !R FIELD I T. TIIE f� �{ �� Floor—to—Floor Connections Ridge Stra Ill C.O, ABOVE GRADE SEWER SYSTEM AISIGj'S'S �,, TO Uti MOWN OR FFpFFFF" c.o. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BA, ,D I), . . 4MENT'�I NOT LTP4 O.O. TO GREEN PO RT VILLAGE � � �� C� ni 'I t Detail 3" 3.. 3•. SEWER SYSTEM USE (4) 8 DIA. POOL 4-0 DEEP = 12.0 V.F. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLAS. Simpson Strong—Tie OR Floor—to—Floor Connections PLUMBING RISER DIAGRAM (NTS) 384 / 22.3 VERTICAL FT. / FT = 17 V.F. SEAL: DATE: OCIOBF ALL. SIMPSON HANGERS HAVE BEEN CERTIFIED (5) BY AN ENGINEER TO HAVE A CAPACITY 6' DIA. POOL 104 2U22 EQUAL TO OR GREATER THAN THE REQUIIRED AMOUNT CALCULATED FOR EACH CASE, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE USE 4-0' DEEP = 20 V.F. PROJECT N;::. 11:' '-_202.7 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPOT ALL POOLS TO BE PLACED ON OPPOSITE SIDE OF DRAWN BY NO SUBSTITUTIONS LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LODS AS GD!" All framing hardware shown on these plans, PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROSIONS HOUSE AND/OR LEADERS TO BE PIPED TO ---- unless otherwise indicated, is Simpson Strong—Tie. OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENT`.FOR THE CHECKED BI TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BILDINGS No substitutions are approved POOLS (1/2 OF THE ROOF TO DRAIN TO EACH PP or auathorized. AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OFTHIS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC SHEET IIUM; Due to the relationships of framing hardware to SECTION. the other components of the structure, any framing SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). hardware substitutions will render thtese plans R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECTFO THE M null and void, and will result in the installer contractor LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WH ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA assuming responsibility for the design and THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WHERE TRAFFIC IS TO BE PRESENT, performance of the entire system. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NL'•.TEtL OF IF A MULTIPLE POOL SYSTEM IS USED AROUND THE 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI-S230) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) BE DIVERTED TO EACH POOL. © KEIIL•DESIGN•ASSOCIATES, LI /fIM17 Zi Mfg % s nn i I 12'-04 ' 12'-0"' 18'-7"' 12'-1" 6'-2" 5'-104" 3'-24" 5'-51" 3'-44" 5'-10" 8'-62" -3" 3'-44" 5'-42" 3'-44" KEHL DESIGN ASSOCIATES, LLC TI mF idential & commercial design e consulting E DECK TO DECK TO DECK TO DECK TO P0.13ox1675 phone: �6311 433-9084 BE REMIOVED BE REMOVED I BE REMOVED I ;BE REMOVED Southold,New York 11971 E-Mail: ssbn654@optonline.net I I I I I Kehl Design Associates,LLC o formerly D A K Asaoclat?s,LLC I I I I i I I I OWNERSHIP & USE OF DOCUMENTS: I I I I DECK TO WLrgty CK TO These drawings and specifications including the V ' ideas, p eas, design and arranements represented BE RE OVED I I I I I I I of KEHL DESIGN ASSOCIATES, LLC. No art thereof shall be I I I I I I I I I copied, disclosed to others or used in connection DECK DECK K y p � with an work or ro ect other than for:which they have been prepared without written'consent. � � 5040 5040 5040 5040 1 ,_ ,,, - - - — REV. t �4- - - - - 12 -1' 11'-4" 11 -25-19 5 03-06-23 12'-3" 04--05-23 DINING -4" o4-20-23 -11"— 4 " pia --- - - - - o AREA o BLDG #23 DECK j DEC{ . TO R - B REMOVED BEDROOM N DECK TO N ro 7'-6" 3 _9 A, REMAIN BLDG #24 N #24 - I N DECK TO o BEDROOM BE REMOVED 5' M� 3'-31 -01 I DECK DECK TO KITCHEN 8 I zz , ' �� 404o BE REMOVED N N 42 6068 To. i COVERED PORCH i 22'-91., - DECK 2 rim LOCKOUT _ _ _ WORK NOTES: OI DOOR N - - - - — DECK ^ � 44,.E_7,_12 CL. ^� �, 1 2' 1 2„ REF, KI O — 2868 2668 cv 5 ' �� j N 4,_9„ LIVING I 2„ � I KN x� „ ROOM �� 3,� Q N OT �Ew LL w 5'-6 BLDO #23 I 4 v IT .00 Q O� �� 11'-4" U DECK TO I o , 2668 2668 BE REMOVED : 6,,, 4„ it,� - - - - - - o ^o BATH O 2 44" 7 � 02 2'-2" a 3'-14„�-3'-24. °' <n2 � o I' so4o ' 15'-8" � BATH i '� = — - - - - - '-9, DECK TO 22ss a 410310 Pic. 11'-7 " : 3'_1„ BE REMOVED , 4 0 n_ 4 2,-1,,,'� �r 2 4-51 41 Co 4 2 .I IC? Del 2668 N N DEC K � � � BEDROOM 11'-4" 4 ° o O ENTRANCE i' i' a i' 10 BLDG #23 : - - - - - N N "ram �° co 5 ' a N BLDG #23 N � i Acceptance of these drawings does not authorize the right,to I I �„ w N build without the authorization of local governing agencies, such BEDROOM �2 3 5� 7'-6" EH BLDG #24 > "' as Swffolk County Dept. of Health Services, Town Building 10'-83" = BEDROOM I O Departments, DEC, FEMA, etc. Verify all condilions, codes, and BLDG #23 4 N o BEDROOM 2ss — — — — — — — — �K 2 requirements with such agencies prior to consiructicn. 4640 4640 �� 3030 N �N = I COj 7 rn PROJECT: 3 a C L. N N 42" �,-4 ZSIL"E " , 5030 I I DECK TO 4040 ' COVERED PORCH 1) U � E I REMAIN TO REMAIN N DECK TO O BE REMOVED n LL N DECK o o 2'-114' 5 -54., 3,_1„ 42" 1�300 SILVERIiIIiER1. F )!J) ' 2068 2068 G R E E N P O RT, ` ,; '�4 4 EXISTING FLOOR PLAN � = I BEDG #25 5 ' ,� PLATO S HOUS" I z oU CL. 41 CL. SCALE: 1/4"= 1 -0° o - N SCTM # 1000-47- 02--12 I Q I I I `Kv "¢ 4040 `u DRAWINIG TITLE: ~� � w• WALL TO REMAIN COVERED o ' �+ w � I I I WALL TO BE FILLED-IN PORCH H i I > o I PLANS FOR WALL TO BE REMOVE REMAIN I ' I PLATO S HOUSE AS NOTED I I I I I ' i I NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE All-) ARE Tii PdOPE 1 OF THE 12'-3" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRIN(C:''i:NTS Wiu`BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CON?PACTU` SHALL 4?:F1FY ALL - t" c FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RES"(`J IREE fCR FIELD FIT. THE 2" -24" 4'-3 " 4 " 81 --'-6 " 5'-5 " 2'-44" -84" DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OM ';IOIIS `''!E TO UPJY.�OWN OR EXISTING FLOOR PLAINIIIIII UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BAS UP01; rdVNTL !qT 1 2'-44" 30'-3�" 12'-1" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLM1-, SEAL: DATE: 54'-94" SCALE: 1/4"= V-0" 0CTO[ k, 04 2D22 r�301 DESIGN CRITERIA AS PER THE 2020 RESIDEI`NTIAL CODES OF NEW YORK STATE PROJECT N5: 113L; -2022_ R301.1 APPLICATION BUILDINGS AND STRUCTURE`_S, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL DRAWN BY: LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS BDk; OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE CHECKEf? BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SHEET SECTION. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. P301.1.1 ALTERNATE PROVISIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �" AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE UNDER FEDERAL COPYRIGHT LAW. Aii LII.4ITATIONS OF THE THIS CODE_ AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS MAY NOT BE REPRODUCED WITHOUT THESE STANDARDS, THE DESIGN SHALL COMPLY VVITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WRITTEN AUTHORIZATION. •__.. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (VNFCM) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOES Nutt 2) AISI STANDARD FOR COLD-'7ORMED STEEL FRAMING - PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. x FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S23C'J) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE .,• _-�° —. 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHLDESIGN-ASSOCIATES, LLC PROOF OF PURCHASE. Ridge Vent , Ex. , 54 -84 Ex. 2x6 Ridge j /\/ '• , -- �r,,. _ ' 1» 1" /�7i1 1II II 1L f�J 8 .L r 14 12' 18 -82 12 -02 " CDX Gusset Plate ;/ °,mow,- - r ff 4 �; y� �r1 1 I Pit' �'-- Y�iJ Ex. 3" zLtl��1Y= tom' P' I, 4 9 12 Ice and Water Sheild o o KEHL DESIGN ASSOCIATES, t Le r i i Ex. GAF Architectural Roof Shingles 7 3" CDX Gusset Plate I 4 residential & commercial design o comulting I ® Simpson Hurricane Tydowns xb altar i I I Ex.2x6 Rafters - 16"oc. ies 16 oc. m Azek Fascia X R-49 Insulation phone: �631�433-9084 Ex. 0 Insulation el In OIS S R-30 Insulation R-3 P0.Box 1675 Ex.vented Soffit Southold,New York 11971 E-Mail: ssbn650dopfonl'ne.net 10" Conc. Filled Sono Tubes on C _ _ _ _ _ _ Ex.(2)2x8 Header Ex.(2)2z4 Top Plate e" Type "X" Fire-rated Sheetrock 103 28" Big Footing Conc. Footings B - - - - - - Min. 3'-C" Below Final Grade 03 Ex. 4" Exterior Sheathing Kehl Design Associates,LLC o formerly D A K Assoc rates,LLC 1x Azek Post Wra Blue Skin House Wrap or Equal I P Cedar Siding OWNERSHIP & USE OF DOCUMENTS: 2x10 AC- Girder 2x10 AC_ Girder 4x4 ACQ Post 2x4 Stud's 16"oc These drawings and specifications Including the c 9 ° 0 Simpson Hurricane Tydowns R-15 Insulation 0 ideas, design and arrangements represented C E (2)2x4 ACQ Sleepers therein, are the property of KEHL DESIGN ° (3)2x6 ACQ Girder I lU3 � Wood Decking R-21 Closed Cell �� ASSOCIATES, LLC. No part thereof shall be 4x4 ACQ Post (2)2x6 ACQ Girder Packing Ex.4 Subflaor Sheathing ° 6 U Insulation copied, disclosed to others or used ill connection ° on Simpson -° 1x6 Azek Skirt Board 2x6 AC F.J. @1 oc. with any work or project other than for which oPost Anchors " they have been prepared without written consent. @ @ Existing 2x8 @ 16"oc. to remain 2x6 ACQ Plate Simpson Hangers @ � I NEW DECK � Anchor Bolts � 2x8 ACQ House Bon 0 co n� 0„ REV. N I 00 TO REMAIN 00 11 -25-19 N N 03-06-23 c 28" Big Footing Conc, Footing 04--05-23 n Min. 3'-0" Below Final Grade l ; 103 0 2 -8 2 102 (3)2x8 Flush Bm .l (3)2x8 Girder _ _ _ 2x8 ACQ House Beam CROSS SECTION A I 16 xl6"Conc. I Pier with 2' 1 J-2'--) I SCALE: 1/4" = V-0" co (2)#4 Rebar E.W. 52 ! oa E 3 3 N 0 1 I Ex.Ridge Vent ° l I I � Existing 2x8 @ 16"oc. to remain Ex.2x6 Ridge I a = � - �� _ I o A c Shower c Existing c n o E Above Block Piers o w ° I I " T o 0 00 o E 1 I Above 1» r7 E on ° -92 Existin 10'-82 Ex. 2x4 Rafters - 24"oc. 30"x30%8" @ I g Ex.4" COX Roof Sheathing O - O Conc. Footing O I 8 Conc. "1 Wall on Ice and Water Sheildp Ex.GAF Architectural Roof Shingles c 2'-6" 2'-6" D 16"x8" P r r WORK NOTES: �( i 1 I a CDX Gusset Plate I Conc. Simpson Hurricane Tydowns Pier Pibove�J Ex.2x6 Rafters - 16"oc. (3)2x8 I I m 1x6 Azek Fascia x eilin Joists P-a9 Insulation ix6 Azek Fascia m offl Ex. 4)2x8 Girder _J Ex (4)2x8 Girder L__J Ex.(4)2x8 Girder Flush Girder I Ex. Vented Soffit N Q ° IShower o Ex.(2)2x8 Header Ex.(2)2z4 Top Plate F NE v 'c N Existing io v io N E ° Tubalo Above w u a 8"x16" Clvu. mIQ c Ab vet I Ex. 4" Exterior Sheathing Q O Block Piers N C N e p I 5 J.Mq prr on co o Blue Skin House Wrap or Equal © Q �q 30"x30"x8" 1 E � I R t j Conc. Footing w _ N I Cedar Sidings e< 00 ° I z^ „1 A x i_ o ° 1 I Ex.2x4 Stud's 16"oc. B" Type "X" Fir afed Sheetr 'k �' , ai O 7'-4" %'-11' 7'-4" o c 92 I ✓� . � Exis ting 2x8 @ 16"oc. to remain �� N o '� G � I I iI Existing 2x8 @ 16"oc. to remain Simpson Hurricane Tydowns R-15 Insulation C) w ° I� I 1 (3)2x6 ACQ Girder 2)2x4 ACQ Sleepers Ex 4" Subflaor S'ecrthin �h IL I Wood Decking R-21 Closed Cell ;;�, 00 0 @ I I (2)2x6 ACQ Girder Packing Insulation bov I ix6 Azek Skirt Board 2x6 AC FJ @12 oc � EwW10P m 2x6 AGO Plate Simpson Hangers Anchor Bolls 2x8 ACQ House Bm. 0„ 3„ CO 1» CO 1„ 28" Big Footing Conc. Foaling 12'-74 30'-02 12'-02 (2)2xx6 ACQ Min, 3'-0" Below Final Grade ------- -- - � Flush) Girder CROSS Acceptance of these drawings does notg verni a te rigs, to build without the authorization of local overn!ng age ncies, such 5'_g4" _g " 11' i as Suffolk County Dept. of Health Services, Town Building lA ,, N Deparrtments, DEC, FEMA, etc. Verify all conditior:s, codes, and 4' Si r-, a _ _ _ _ _ _ SCALE: 1/4"= 1'-0" w Q PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH I O requirrennents with such agencies prior to cons.tructiori. /Existing 2x8 nip 16 oc to remain THE 2020 RESIDENTIAL CODE OF NEW YORK STATE C) x t Ex.(4)2x8 Girder Existing C Q N 102 Ex.Ridge Vent PROJECT: 9 1 Ex. 2x6 FJ Ex.2x6 Ridge 8"x16" CMU. co A Block Piers Ix @ 16"oc. to "� o ALL HEADERS ARC TO BE g lU4 onT )-5'-931P remain 30"x30%8" I (2)1/'X 7; LVL UNLESSr1Z g Conc. Footing a N 3 Ex.2x4 Rafters - 16"ac. SNF Existing g OTHERWISE NOTED L. .�„ 3" PC, Slab I Ex.4" CDX Roof Sheathing 011 Existing Ice and Water Sheild ® F r 16"x20"x8" 2" Poured Conc. NOTE: PROVIDE FIRE BREAKS Ex,GAF Architectural Roof Shingles Conc. Footing Slab in Crawl - - - - AS PER �� f 2x6 ACQ v Space. THE 2020 ®Simpson Hurricane Tydowns R-49 Insulot n I @ 12"oc. &Ix6 Azek Fascia Insulation Bafflesm RESIDENTIAL CODE OF iz6 Azek Fascia p °?GV'DECr?FICANE STRAPPI`JG IN ACCORDANCE WITH 1' Ex.Vented Soffit Simpson Hurricane T dow s® n 5'-11" '-4'" � NEW YORK STATE Ex(2)2x8 Header SimpTydownsicane p y Ex.Vented Soffit "'" " f� ri�) TL 21)20 RESIDENTIAL CODE OF NEW YORK STATE 1300 S I LVE R IV E R�.. �, w 7,� p (2)i4"x74' LVL Header Ex. (2)2x4 Top Plate 4x4 Simpson Post Anchor Ex.4' Exterior Sheathing BATH _ G R E E N P O RT, NY 44 EXISTING FOUNDATION PLAN ALL HEADERS ARE TO BE �"Goly. Bolts Do f #_ (2)1,."X 74" LVI. UNLESS 1 Blue Skin House �/ l ,:� ° B iz Azek Post Wrap Wrap or Equal ® l P LATO S H O OTHERWISE NOTED co 4x4 ACo Post Bolted 4x4 AGO Post Ex. 2x4 Stud's 16"oc. Cedar Siding SCALE: 1/4"= V-0" to 8" Conc. Filled Son I I TM # 1000-47—C1` --12 _ i=_ Tube on 22" Big Foot Simpson Hurricane Tydowns R-15 Insulation 0 R-15 Insulation 0 NOTE. PROVIF FIRE BREAKS 0 WALL TO R L M A�N �N Footing (3)2x6 ACQ Girder 8" Type "X" Fire-roted S leetrock DRAWING TITLE: .TM � Ex.Wood Decking �, AS PI_R E Existing 4" (2)2z6 AGO Girder Packing Ex. Subflaor Sheathing WAIL TO BE FILLED—IN I IU Poured Conc. I Ex.2x8 Box Beam PLANS FOR T!!E 2020 n Q m Slab ^n NOTES: lx6 Azek Skirt Board x.2x6 AGO .J @12 oc. x.2x6 16"oc. Floor Joist Ex,2x6 Sill P,ESIDCNTIAL 'ODE OF r7 � C = _ _ � m Provide Insulation Baffles as required at Soffit R-30 Insulation Ez.Anchor Bolls � �" NEW YORK STAFF WALL TO BE REMOVE Q U p p PLATO S HOU ;� . N D Locations to Provide for proper attic ventilation 2x6 AGO Plate —Ex. PC. Slob Anchor Bolts AS NOTED x 2 Provide CC I Insulation in all Flat Ceilings as per N I 2018 IECC International Energy Conservation Code D" �EX.8" CMU. V) Foundation � 0 Ice and Water Shield to be used Beneath any damaged roof Ex,16"x8" Conc Ftg. 2x6 ACQ u- shingles or areas of repair on the roof Min. 3'--0" Below NOTES: @ 12"oc. ® Provide Simpson Tydown or Hurricane Strapping to the rafters 28" Big Fooling Conc. Foaling Final Grade. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND AR'I "It- PROPERTY OF THE at all locations of the Interior that are Exposed during the Min. 3'-0" Below Final Grade DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. "'Tu" `PITS WN_ BE �N ; removal of mold or deteriorated interior surfaces. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CO';";rCl' SIPIl 1,1ERIFY All- I o I m Provide 1z6 Azek or Equal to all locations of the fascias chat FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONf:'' : R FIELD FIT. THE t ° N are repaired due to Mold or Deterioration. DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR WMISIONln :;I'' TO UN':�')WIN OR t cl°' CROSS UNFORESIEEN FIELD CONDITIONS AND OR ADDITIONS BASED Ur'C% 'fPAFt!TS !10T ® Blue Skin House Wrap or Equal to be Used Under Siding for All SECTION CFORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 4x4 Simpson Post � Locations Repaired Anchor CO o w•^ *�TM�.-» N = m Remove and Replace any Insulation that shows signs of mold SEAL: DATE: c or deterioration with R-15 Insulation SCALE: 1/4" = 1'-O" r.E, �"Galy. Bolts 102) OCTC [_I;, 04 2022 t� ® Remove and Replace any Siding that shows signs of deterioration PROJECT NO: �'_301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE -° with New Cedar Wooden Shingles 02 4x4 ACQ Post Bolted _ 1`:_--2022 R301.1 APPLICATION BUILDINGS AND STRUCTURE'S, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL to 8" Conc. Fined Sona I ® Remove and Replace an Sheetrock that shows signs of mold -- A s Tube on 22" BigFoot A p y g DRAWN LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOIF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS = 10 co Footin 102 or deterioration with New B" Type "X" Fire-rated Sheetrock L100 g BCI. �'FESCRIPED BY THIS CODE. THE CONSTRUCTION (OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS Existing 4" Poured Conc. CHECKED EBY: vF THIS CODE SHALL RESULT IN A SYSTEM THATF PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE !� slab TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS Q„ 2x6 ACQ ND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SHEET NJi"1/1L.,_i : SECTION. IN @ 12"oc. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. R3o1.1.1 ALTERNATE PRovlsloNs ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED AS AN ALTERNATIVE TO THE REQUIREMENTS IN SIECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE UNDER FEDERAL COPYRIGHT LAW. ,� LIMITATIONS OF THE THIS CODE AND THE LIMITATFIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH -I PLANS MAY NOT BE REPRODUCED WITHOUT THESE STANDARDS, THE DESIGN SHALL COMPLY \WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WRITTEN AUTHORIZATION. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL ('WFCM) a 5'-94" 12'-3" ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUIVE'it_ of 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD 18'-9" KEHL DESIGN ASSOCIATES, LLC. FOR ONE-AND Tvvo FAMILY DWELLINGS (AISI-S23i0) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE .�•-•,. .. 3) ICC STANDARDS ON THE DI=SIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHLDESIGN•ASSOCIATES, uc PROOF OF PURCHASE. 1„ - 1 Ex.Ridge Vent 9 /, /, 9 ,/ 12'-04' 12' 18 -82 12 02 Ex.2z6 Ridge zx6 Rid e Ti / : _ Ali, Simpson Strong-Tie Screw j / Tie-Down I-- 1„ 1" 3" 1 1„ Simpson Strong-Tie Screw Jril. i— �— fi -2 5 -104 3 -2a 5 -5� 3 -44 4 -10a -5� 4 -52 4 -104 3 -34 5 -4� 3 -44 _ 2x4 Rafters - 16"oc. O� -W - 1i x4 Su art II ..: t t ��xx PP I`I IT4- 4" CEP'Roof Sheathing J 12 zxa Support t,] . 4f. - t I� 103 I 244GW5040 I 244GW5040 m and Water Sheild F_ 2x4pSupport 244GW5040 244GW5040 y" CDX Gusset Plates R-19 Insulation 4" CDX Gusset Plates KEHL DESIGN ASSOCIATES L>.e 3 11'-5' 3 B 11'-52" 4" CDX GAF Architectural Roof Shingles R-19 InSulo n CDX Plywood Air Baffles Plywood Gusset Plate ' I 1" 1'� � residential 8 commercial design o con,arRung et 2 103 2x6 Joists o O Air Baffles- E o x8 Ceiling Joists 16"oc. Simpson Tydown U o DINING 1„ ® Simpson Tydown 2x6 Ledger Plate PO.Box 1675 phone: (63]433 9084 3 AREA 32 2z6 Sub Rafters - 16"oc. p - - - - - - c� 3 1 m1x6AeVentedSoffit ---------1 x6' Deckin B R-30 Insulation R-30 Insulation Southold,New York 11971 E Mal: Sshnb54' o tonGne.nef NCD 2x6 Sub Rafters - 16'oc. R-30 Insulailon r, BEDROOM #2 0 8" Type "X" Fire-rated Sheetrock I I I Kehl Design Associates,LLC o formerly D A K Associates,LLC = HIV �� Ex.(2)2x4 Top Plate • - u� "x6" Decking .� Ex. ;° Exterior Sheathing g Type "X" Fire-rated Sheetrock 9� -1 1 I I OWNERSHIP & USE OF DOCUMENTS: N N E) Blue Skin House Wrap or Equal I I Z "x6" Decking I I These drawings and specifications including the Fill-in ® Cedar Siding Eat-in Existing g I I I .� ideas, design and arrangements represented Bedroom LivingRoom Existing � Window Ex. 20 Stud's 16"oc. I -- I therein, are the property of KEHL DESIGN a Daar N PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 1 I R-15 Insulation 0 ASSOCIATES, LLC. No part thereof shall be THE 2020 RESIDENTIAL CODE OF NEW YORK STATE R-15 Insulation O 3" I 1 1 copied, disclosed to others or used in connection n Ex.4 Subfloor Sheathing w 1 "x6" Deckin 1„ Ex.2x4 Shoe I I I with any work or project other- than for which DW 3'-1" -42 N I I I they have been prepared without written consent. El . - Ex.2z8 Box Beam (2)14"x 74" (2)14 43% 71" ALL HEADERS ARE TO BE Ez.2x6 Sill 2x8 Blocking— Existing 2x8 (9 16"oc. to remain LVL Flush Hdr. LVL Hdr. r Provide - 30fi8 0. (2)1 q'X Jq" LVL UNLESS Ex.Anchor BOYS Ex,(4)2x8 Girder R-30 Insulation REV. New 3 Ex. CMU. window0 r` OTHERWISE NOTED R-30 Insulation KITCHEN S ra Foam Box Beam �+ -I _ co o�� 1�� r'�It - 1 1-25-19 N _ oo 3 O Spray Foam Box Beam Block Piers P Y on � 03-06-23 • REF< I w /C I 2 I Foundation Ex. CMU. P Y N DE OR 30"'x30"x 12" Con. Ex. 2" PC. Slab 04-OS-23 I 7 2III C) 1 N 30' 3 -'�`- -6'-10'�� (2)13"x 9�" LVL Hdr � NOTE: PROAIDEpEIRE BREAKS Ex.t6"x8" Conc. Fig. g 1, Footing 2 1- a z28s THE 2020 Min.i al GGradelow I 31 = N I - Lp -I N -IN RESIDENTIAL CODE OF u' 91„ 03 co n NEW YORK STATE 8'-104" 11 -114" A I 5'_6" LIVING — 2 I 1 `I� 1041 t, co �� co Bow v u, ❑ 20'-101„ _62� 1 ROOM - //GO ;' Co� I 2 I DET�C�TOR N c `o SD BATH 00 52" 1„ 1„ ao Fill-in CROSS SECTION rnp -52 5'-72 Existing CD I � "� Provide SCALE: 1/4" = 1'-0" �iaE �N L2'-4"-1 � � 10 rk� a I I � I � New BATH N Y, 1'_6"� 1 �, a Window �2 O E� 244GW5040 r� 3 - 61" 3' 3D" 19'-74" - 2 I— a a 3' 1" NOTES: Ex.Ridge Vent 7 LVL F u _ rXI -IN 5'-4" Ex.2x6 Ridge 11 -84' 3'- 1" o 1„ 1„ CO 0 r) -N m Provide Insulation Baffles as required at Soffit 3,. —N 1„ 5 2'-0 -- CO CDX Gusset Plates CDX Gusset Plates m 3 N 2 rj' /' o r) Locations to Provide for proper attic ventilation d 31„ O 5 DE OR (o I 1„ 2 N 1 cat 52 -IN m Provide R-49 Insulation in all Flat Ceilings as per a^ CDX Gusset Plates a„ WORK NOTES: 2668 N b 32 r 2018 IECC International Energy Conservation Code Ex. 2z4 Rafters - 16"oc. 3 4 CDX Gusset Plates C00B Lower ceamg 1„ b 2° 7_1" �1 �� m Ice and Water Shield to be used Beneath any damaged roof Ex. 4" CDX Roof SheathingipooHeight of Closets�N 32 1" 3 - a 11shingles or areas of repair on the roof m Ice and Water SheildCo Bo 2 1 1 -52 32 0 0 Provide Sim son T down or Hurricane Stra in to the rafters J Air Baffles m DER � to 86" AFF. I co Bo a- P Y Strapping Ex.GAF Architectural Roof Shingles N /-c /C I BATH , 0 at all locations of the Interior that are Exposed during the „ _ 6"x8"x Plywood Gusset Plate -INDE oR DE oR O removal of mold or deteriorated interior surfaces. Ex. a CDX Gusset Plates N 7'-6" (o 1n BEDROOM 31„ BEDROOM 3 `n m Provide lx6 Azek or Equal to all locations of the fascios that ® Simpson Tydown 2x6 Ridge I - 2 1„ 1 ( ' are repaired due to Mold or Deterioration. 3" cox Gusset Plot es ��O NEW o w/D 4'-34 32 ( 1" 2x6 Sub Rafters - 16"oc. y0 Stackoble 52 _5„ E F © Blue Skin House Wrap or Equal to be Used Under Siding for All m lx6 Azek Fascia �, N 3z" FIRE I I BEDROOM #4 Co o 0 Type "X" Fire-rated Sheetrock Exr N N I o Locations Repaired Ex. Vented Soffit 8 YP 9,e• O2 2x8 Flwsh Beam Sistered with �-2 4 -5 0 3 R-30 Insulation ) — —- e _ —_ 2868 c� - m Remove and Replace any Insulation that shows signs of mold Ex. (2)2x4 Top Plate Qr,, CDX Gusset Plates b• 7 13"x9'�" LVL on each side and Screwed 244GW4040 C14L v or deterioration with R-15 Insulation il O 4 Fill-in C N Ex. 4" Exterior Sheathing r ' Q: Together as per Manufactures Specs. Existing 8" Type "X" Fire-rated Sheetrock 0 0 W Window I ® Remove and Replace any Siding that shows signs of deterioration G,r-a ® Blue Skin House Wrap or Equal c^ N o with New Cedar Wooden Shingles Bedroom #2 2� /V co I CD _ _ _ _ _ —� ® Cedar Siding F o, 0 E I 0 Remove and Replace any Sheetrock that shows signs of mold OA 1 F� N I d Ex.2z4 Siud's 16"oc. R V or deterioration with New 8" Type "X" Fire-rated Sheetrock 0FEsSIONP 1 1'-02„ N R-15 Insulailon m Ex.3" Subfloor SheothirT 244cw4040 Ex.R-2x4 Shoe R-30 Insulation COVERED PORCH Ex.2x8 Box Beam A Ex,2x6 Sill Existing 2x8 0 16"oc. to remain I 10 N I I ~ Ex. Anchor Bolts Spray Foam Box Beam Ex.2" PC. Slab — 51 Ex. 8" CMU. Spray Foam Box Peam C 1 AC Foundation 12 01' A I I I I 1 I 32 10 Ex.16"x8" Conc. Ftg. 2 Acceptance of these drawings does not authorize the right to I A I I I -2 = -2 Min. 3'-0° Below build without the authorization of local governing agencies, such 1 -2 O I Final Grade. as Suffolk County Dept. of Health Services, Town Puilding O Departments, DEC, FEMA, etc, Verify all conditions, codes, and N � 5' � I ' O � N --� Ct -INROSS SECTION B requlirements with such agencies prior to consirlJction: -2" -24 -64„ 8'-9" 5 -1 14' -1' 0 I[ - - - - - - �.�.•�._ , " 30'-4" LLJ N= t-F I SCALE: 1/4"= V-0" PROJECT: 12 -44 � O Q o I o 5 1 � -4" � 101 42'-g4„ >O m .I _2' 3'-2"O-3'-2 Ex.Ridge Vent U '"1 1 L V SIN �- I - - Ex. 2x6 Ride E � 244FX4940 g 4" CDX Gusset PlatesIA 1„ 1„ Ex. Rafters - 16"ac. ;" cox Gusset Plates F) F' B 2 3' 2 4" ,-9' 32 B 3" 12 Fr VIDE HURT,CA!JE STRAPPING IN ACCORDANCE WITH -I 102 1 ' 102 Ex. 4 CDX Roof Sheathing 2 ® Ice and Wafer Sheild t `HE 21DE0 P[SCFNTIAL CODE OF iJEPJ YORIT STATE = 3 J 2x6 Ridge Tie-Down °�' O -2 8 - o - - Ex.GAF Architectural Roof Shingles Air 12"xg"xffles�4" Plywood Gusset Plate FLOOR PLAN N rn 4" CDX Gusset Plates '1300 SILVERiEa ..Y { a '+ ! O x� I I " CDX Gusset Plates O - - R-30 Insulation FADERS APE TO BE _ _ _ _ O N ® Sim son T down "� ` cc /G P Y GREENPORT, � 3 � I I;'°X 71" LVL UNLESS � to t 4 SCALE: 1/4" = V-0" a OTHERI'JISE NOTED W m 1x6 Azek Fascia r s , PLATOS HOS.i .. � Ex.Vented Soffit R-19 Insulation O COVERED w _ P:;fE F O'IIDE FIRE BREAKS WALL TO REMAIN = PORCH O �w Ex.(2)2x4 Top Plate 08" Type "X" Fire-rated Sheetrock SCTM # 1000-4 T- W)�. 12 HE 20'01� TO 2) Layers of 2x4 ACID AS PER WALL T 0 B E FILLED— N � `tea 2 ' ® Blue Skin House Wrapior oraE Sheathing 8„ Tie „X„ Fire-rated Sheetrock 0 ..�...... .. .........",.,-.._,. DRAWIfNG TITLE: REMAIN N Sleepers, set at 16"oc. P q = RESIDEf,TIAt CODE 0 I Filled in with Closed Cell ® Cedar Siding t NEW YOR'r1 STATE — — — my S ra Foam R7 er inch g PLANS F O R [ ] WALL TO BE REMOVE � 1� Spray P =tom Ex. 2x4slad's16"aa. Kitchen t -1-It 0 Covered with J" CDX Subfloor, (Provide Moisture Barrier I R-15 Insulation 0 I P LATO S HOUSE 00 Beneath all Sleepers.) N N N n - - - - - Ex 2x4 Shoe Ex 4" Subfloor Sheathing A NOTED R-30 Insulation r I B E D R 0 0 5 x.2X8 16"oc. Floor Joists N Ex,2x8 Box Beam14 o N -� Ex. 2x6 Sill NOTES: O Ex.Anchor Bolts THESE PLANS ARE AN INSTRUMENT OF THE SERVICE A0 ARC ^ROPERTY OF THE j = ----Spray Foom Box Beam DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERE10. ih;fYIN(T`'-NTS Pill. BE A U Spray Foam Box Beam PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CON 1RAC, SHALL Vt:RIFY ALL 02 Ex. 8" cMu. 12' FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPOINSIBI t i A FIELD [IT, THE O Foundation Ex.2"PC. Slab DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMI';!^rl;, CII! TO UNK^iOWN OR 1„ A UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BA Eu Ur' MM":NTS r"IT 3 Ex.16"x8" Conc. Ftg. -too 2 102 Min. 3'-0" Below FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLP,:^dS, v� W Final Grade. S EAL: DALE: _- - L�J > 2' OCTOB_1 04 2C;22 O CROSS SECTION ��c PROJECT R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE C� � R301,1 .APPLICA110N BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL I;', 2022 SCALE: 1/4" = 1'-0" DRAWN E'�': ADS, SNOW ND LOADS AND ISMIC PRESCRIBEDFBYNG DEAD THS CODE..ADS, LIVE T E CONSTRUCTION O)OFLOTHES, FLOOD BUILDIINGSOAND STRUCTURES SIN ACCORDANCE DA CE WITHETHE PROVIDSONS 103 OF THIS CODE SHALL RESULT IN A SYSTEM THA1T PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE CHECKED H'I b TRANSFER OF LOADS FROM THEIR POINT OF ORICGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS 44„ �5" -94„ AND STRUCTURE CONSTRUCTED AS PRESCRIBED) BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS -2" 12'-3" SHLEI Nt_Ir,* SECTION. O COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED =r ` R301,1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE UNDER FEDERAL COPYRIGHT LAW. `. LIMITATIONS OF THE THIS CODE AND THE LIMITATfIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS MAY NOT BE REPRODUCED WITHOUT THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WRITTEN AUTHORIZATION. t 1) AWC WOO FRAMED CONSTRUCTION MANUAL (;WFCM) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Doi N�.Tti�3 t,f- r COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. �) AISI STANDARD FOR COLD FOR ED S E FOR ONE—AND TWO FAMILY DJVELLINGS (AISI—S230) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE -- -_ 3) ICC STANDAR.��S ON THE DESIGN AND CONSTRZUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEH[L•DESIGN"ASSOCIATES, u.a PROOF OF PURCHASE. 12 -04' 12 - 12 -02 v'-2" -104„ 3 -24 5'_5 ' 3'_44' 4'-103„ 4'-51 _51 4'-104„ 3'-34„ 5 -42 3 -44„ %u1t T1 244GW5040 244GW5040 �3 —6 I 244GW5040 244GW5040 — — KEHL DESIGN ASSOCIATES'� LLC ---- — -- — — — — � — — No Rail Required I ( I 1 u� if Deck is Less Thon residential & commercial d ,�esign a consutin 30" Above Grade 2x6 Rafters 2x6 Rafters o Ex. 20 Rafters 16"oc. with I Ex. 20 Rafters 16"oc. with 2x4 Rafters Beneath (Gusset 2x4 Rafters Beneath (Gusset @ 16"oc. @ 16"oc. 03 o Plated together) DINING Plated together) I P0.Box 1675 phone: (6311 433-9084 b AREA `r' "x6" Deckin B Southold,New York 11971 E-Mail: ssbn654(noptonline.net 103 Ex. Ridge Vent Calhed al Ceiling a g 2x4 Ridge Tie—Down N oc BEDROOM 2 Ex.2x4 Ridge I I I Ex.2x4 Rafters - 16 OC� Kehl DPSI n Associates,LLC o former) D A K Asso x6' Deckin Cathedr I Ceiling Simpson Strong—Tie Screw g Y rtes,lLC Ex. 2x4 Rafters 16"oc. with „Ex. 2x4 Rafters 16"oc. with Ex. 4" CDX Roof Sheathing OWNERSHIP & USE OF DOCUMEN 1 S: 2x4 Rafters Beneath (Gusset 2x4 Rafters Beneath (Gusset m Ice and Water Sheild 12 Air Baffles m "x6" Decking �2 (2)1j"x 9z" LVL Flush Beam Sistered Plated together) I Plated together) Ex.GAF Architectural Roof Shingles These drawings and specifications including the g ) g ) R-30 Insulation to existing (2)2x8 Flush Beam ideas, design and arran ements represented ioa I m Air ydownBaffles Ex. 2x4 Cei in Joists 16"oc. R-30 Insulation g propertyp I 2x6 Rafters 2x6 Rafters ® Simpson Tydown 12 \ Sistered with 2x6 @16"oc• Air Baffles m ASSOCIATES LLC. Noare the pat the eof shall beC-) @ 16"cc. @ 16"oc. m ix6 Azek Fascia 7� Ez.2x4 Ceiling Rafters 16"ac, copied, disclosed to others or used in connection A R-19 Insulation ® with any work or project other than for which I 103 x6' Deckingo Ex. Vented Soffit 5, they have been prepared without, written consent. I D W. N ' ®g Type "X" Fire-rated Sheetrock e" Type "X" Fire-rated _ o Ex, (2)2X4 Top Plate 32 Sheetrock ® 32" o (2)2x8 LVL Flush Ern. _ _ _ _ Ex. 4" Exterior Sheathing REV. " - - - 3068 T0. g Type "X" Fire-rated Sheetrock j -- - -I - - - - - - 3 KITCH N �� 11 -25-19 o � ® Blue Skin House Wrap or Equal N o OR ® Bedroom #1 I 03-06-23 Cedar Siding (2)1 "x74" LVL Flush Bm. o 00 D Ex.2x4 Stud's 16"oc. 0�4-05-23 - 13'-5" REF` v 6 (3 2868 POC. R-15 Insulation ® Ex.4" Subfloor Sheathing is -o o Ex.2x4 Shoe R-30 Insulation � d a� @ L 3 ° Ex. Box Beam 14 AQ LIVING �' Li aF1CID L� ro ° o Ex.2x6 Sill Ex.2X8 16"oc. Floor Joists o �� — ROOM DS /iT/COR O co L�" o SD BATH EX.AnChOr BOYS Spray Foam Box Beam Ex. 2 PG. Slab rn j I O r-) o o ❑ Spray Foam Box Beom I I '� o •� � s= .-- °i o EX.8" CMU. U x E o Z p Foundation p co W U C) � g x Ex, Conc. Ft CD N Iv 00 cc Min. S-0" Below a x x e0 '- ATH @� N N Ro Exist Ce li J ists @ 16"o 11 Q Final Grade. 244GW5040 Q R et 8' 1 g'AFF. o -� 2)14„x74„ a D I — ry — o LVL Header co Bo CO Bo a ° U o /G o 14' /CDEOR N WORK NOTES: Q DE OR .o o ^� N o N ro 2668 �r off : N Co BO LL I w 00 Lower Cei ing /C m Q c0 BO U o 0 0 N Height of CI set�E OR O�10c o /C BATH N 03 to 86" A F. ' DE OR °c „ Existing Ceiling Joists @ 16"oc. R a w N Set at 8'-1 1"AFF. c° C 1 \O S S SECTION A c ° x os a BEDROOM #3 s BEDROOM N w/DCn m `� SCALE: 1/4"= 1'-0" 1 0 4 # N N tackoble FIR x o t Ex m 0 P�� F NEki 21771 Eil )1�"x 9;" LLVL Flush Beam Sistered _ 2868 ) BEDROOM #4 to exlstimg (2)2x8 Flush Beom `r �Fo 3 0 244GW4040 7:_ C " 9 1 ° o=� CD T O � 2S 1 „ Existing Ceiling Joists @ 16'cc. co 5109'5 v I 1'-02 Set at 9'-1g"AFF. 244CW4040 — — — — I �FE$sllotA . <A3 COVERED PORCH I — I I I 102 Acceptance of these drawings does not authorize the right to -2 �, build without the authorization of local governing agencies, such PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH N I U THE 2020 RESIDENTIAL CODE OF NEW YORK STATE as Suffolk County Dept. of Health Services, Tov.'n Building Departments, DEC, FEMA, etc. Verify all conditions, codl�s, and O OE SIN requirements with such agencies prior to cr,nstrurtien. -12" -14 9'-73" -9" 5'-1 14 -1" Q ALL HEADERS ARE TO BE ILL] (2)13/"X 7'" LVL UNLESS PROJECT: •_.,,� 12'-34 30'-5" OTHERWISE NOTED W Q o -4 4 m 42'-8- O 3,-2„ 3 -2,,, R ._, — NOTE: PROVIDE FIRE BREAKS I LV r; U I AS PERe� E * 244FX4940 — — s THE 2020 RESIDENTIAL CODE OF RT, k NEW YORK STATE E REFLECTIVE CEILING PLAN j 1U2 1 Bench � 021 U 2268 2068 Draws Below SCALE: 1/4" = V-0" o N O 1300 SILVERMEF•:, : .. A , — — -� I — — — — 10 DE0/COR GREENPORT, N ` 144 0 WALL TO REMAIN � o N �� WALL TO BE FILLED-INLLJ PLATO'S HC�L )' =_ 0 SCTM # 1000-4 - -i 2 ] WALL TO BE REMOVE �� 1 �.NOTES: DRAWING TITLE: —2�� ® Provide Insulation Baffles as required at Soffit Locations to Provide for proper attic ventilation m Provide R-49 Insulation in all Flat ceilings as per PLANS FO! 00 �� I 2018 IECC International Energy Conservation Code f f NN I 0 Ice and Water Shield to be used Beneath any damaged roof P LATO S H O V BEDROOM #5 N shingles or areas of repair on the roof AS NOTED ® Provide Simpson Tydown or Hurricane Strapping to the rafters N at all locations of the Interior that are Expased during the __. _•.,•R ,- -�.., removal of mold or deteriorated interior surfaces. NOTES: _0 1 m Provide 1x6 Azek or Equal to oil locations of the fascias that I � ore repaired to Mold or Deterioration. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE A'JD "! i l:� PROPERTY OF THE Z DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, Ril ' NITS W1L BE U ® Blue Skin House Wrap or Equal to be Used Under Siding for All PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CON SHALL V'.PIFY ALL o I c , r 02 I O - Locations Repaired FIELD CONDITIONS AND DI.4ENSIONS AND BE SOLEY REP,i, I_ .R FIELD r,T. THE _ _ - - I- m Remove and Replace any Insulation that shows signs of mold DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OI�MP�!''i,,. ICE TO UNKPiUWN OR A or deterioration with R-15 Insulation UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BAf MMENT N N G2 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS W ® Remove and Replace any Siding that shows signs of deterioration ,.. . ,.. with New Cedar Wooden Shingles SEAL: DATE: rj W I > ® Remove and Replace any Sheetrock that shows signs of mold OCTC)-1,F:', 04 2022 `n 0 or deterioration with New e' Type "X" Fire-rated Sheetrock PROJE;T f IC;: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE U 1 ; 2022 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL - - - - DRAWN P,: LOADS, INCLUDING DEAD LOADS, LIVE LOADS,R00)F LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS ----- Of THIS CODE SHALL RESULT IN A SYSTEM THATT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE 41„ 5,-9 CHECKE_L I TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS 4 4 AND STRUCTURES CONSTRUCTED AS PRESCRIBEDI BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS -2" 12'-3" 57LL1 Ni1T. SECTION. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. F� 501.1.1 ALTERNATE PROVISIovS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 11 , A.S AN ALTERNATIVE To THE REQUIREMENTS IN SSECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE UNDER FEDERAL COPYRIGHT LAW. r_IMITATIONS OF THE THIS COCE AND THE LIMITATFIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS MAY NOT BE REPRODUCED WITHOUT THESE STANDARDS, THE DESIGN SHALL COMPLY 'WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WRITTEN AUTHORIZATION. ... AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D0� N JH,"' ' 2) AISI `;TNNDARD FOR COLD FORMED STEEL FRAMING - PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. FOR ONE-AND Two FAMILY DWELLINGS (AISI-S23�0) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE -v •��---,----� 3) ICC '�,TANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHL DESIGN-ASSOCIATES, uc PROOF OF PURCHASE. glo 0. r ``kj_ �• P M 77 1 11 i�1�111111 �I_I I I � `E� - ! L — JAL ! !LI WTI llU AM III IIII KEHL DESIGN ASSOCIATES, LLC l III! ! U III I residential x commercial design a consulting, ! ! 1LLL11-LLB r'" II I I I_Ii Ili I I�i J1 I -L1ILI I I I1I�ILJ111_1L_LL IUII I I I I I I I I I I I I I I I I I -.J I I I I L LI- 1_� LJJ-LII�-LI IJ 1 -III-1;1'�_Ili I --a111�1L\I�SILT' J111L11_Ii l l II L I I :� �'.,, lit 1111,:-1 l tT i 1 11 PO.B©z 1675 phone: (631)433-9084 Southold,New York 11971 u 11' E-Mail: _sbn650opfionllne.nef Kehl Desig L n Associates,LLC o tormerly D A K Associates,LLC I U_J Il� l .1.J11L LL_ LJllLU_ '-. :. a . LIl_L .:_I L 11 1U1LWllLl JLf11J111 ll �LI III IL1L L1 1 I!LL L1! L1LLI ICJ�1 LL LI OWNERSHIP & USE OF DOCUMEN fS:. _L'�111'I.'I.11_•LU i II�LILU I II L1J1I These drawings and specifications including the LL1 1 1llJ11111 J11L1 i.. I !_Il_ I �-hL-LLIa_ J I II J ideas, design and arrangements represented therein, are the property a' KEHL DESIGN L=J _LLLL 0 I I � -1J ASSOCIATES, LLC. No part thereof shall be _.. .__L ill-ILL11� I� LIL copied, disclosed to others or used in connection _ILI I II I1 t_LI,JLLLU LI l _U Jll 1JILEJJ� 11_ - ll �l 1JJ 11_LtL['�J111."1!�J LI- ! 1 L I 1 LLLL with any work or project other than for which they have been prepared without, written .consent. 1 . ' �1I L11!11I11L11LLL11_LL1L I ! I ! 1 I LI_I I I�I 1 1I 1_Ii1_IL1L111J ]111 1 11LJ1 _U_1U 1 IJLL_ L _LL1_I 11.1iLLtI 1 11L I Ll� llll1_llll! U 11 ll1 I I REV. " n 11 _ L 11-25-19 03-06-23 04-05-23 NORTH ELEVATION- I I J_11_L_Il_I SCALE: 1/4"= 1'4' j q .. \ LL1 JJ a II I II I . 6 1 WORK N01 ES: 4 I I L I II LI_LI I tW 1 1LW11ULLL-LIT LLU L1-1_U I . F NFh, SOUTH ELEVATION 90� SCALE: 1/4"= 1'-0" yGa 4,j 2 yt: 4 A �O 057 ��cr LJL1 --L�J-1 1 I L 1 �'i I ll. j _ �--_— 'Ji_�1�1�I! -! ' Jl _1111 ,��LLLJ 1L11 1_L1 J_._.1.1�1LLL ! LLl 1 L I Acceptance of these drawings does not aut`lorize the right to l 1 ILL] 1 build without the authorization of local ver in c. __l ! ;� go n q ag.,ncles, such 11J1_I' ! L! 1 L J as 'Suffolk Count Dept, of Health Services loam E''iildin ' Y P 9 1 L1.,11_ItAIA-1LJL N u 11 H 1WL1L1 L L 11 Departments, DEC, FEMA, etc. Verify all con,+i'ions, codes, and req[uirements with such agencies prior to construction. I I I _ 1 1 I,L_!LLLJll1_ ll L11 1 L1 J11 ! I J1WJ 1 ILL J11 11 l_l l__.1.111 L-1� I 111WI11L11 L !i 1 i LIL1 � I I 1�L-� ��-]I PROJECT: _I11_ILII J.. 1LL j-JLLLILILL-L� I 1 1 ILL L LLJ L 1 ! 1 -.., _I L W1, 1J L LL ll_11 111L.L llL11J L.L LL J1J111 r�* nay '1.11J 1J ! _�:L1-!I__Jlll 'I LL LJ 1LLLL L 111 I�I I l 1_lLJ1J1 l l fll_llNl ll 1 11ULIJ LLU LI�_LL L �1LJ11(1L �-"��' J !1�W1I J l Wl 1_l_�!-I L a_JJ_ 1L 1111!I._1 llU L U_LJ L-LL E1 ` v [ ' 1-1, 1Ll!lL 1-11-1U1111IJL1L''LLIL 1U J�1WLLHL I.LL.LL1I_W LJJJJ L LL1llL1L1 ll 1l i!!__IA 1_,L_!!iLU111ILlLl_l.1 L1ALE1_11- 1 1LLL11JJ1L1L 1111 1LLL1 I LlL ! 11L11 tl'_L1L llL1Wl1 UJ L-!I__!L-L L1 J" Ill L1L�11 ! J�IL!I LJ I J1L I1 � WLLW I� i i ILLLLJ f �LLL1 iiUL _II. LI'!-.LL.1L_L:: 1LL ._1L11 U l'-!I L 1_It-[] I.11 IL WLLI I-1 _ILL ILI I I: ill, I II II 1300 SILVERMER . s GREENPORT, NY 111144 PLATO'S H0U'_'3!'_ SCTM # 1000-47—I::,'r--'12 WEST ELEVATION �- � - DRAWIING TI1 LE: SCALE: 1/4" = 1'-0" '"% IJ \> PLANS FOF, \\... P LATO'S H O D S,E_ . � A S NOTED ! = Jill 1 L J L1L1JL11L_I J1!�I i_LLLI 1Wlllllu'llLL L NOTES: _ NO, 1 I 1 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE ANT) ''iNTH, PROPER SWY OF THE I DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, ' !� r ' I_ HE LLLL! �I -- �= PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CON' i:,1+, i1` SHALL V'„IFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESP(,N';".F F:'R FIELD FIT. THE 1 Ll L JJ DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR 0[dMP.';,,d ill TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASFO U'r" (;'M!dENTS ^T J FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, ll n —.�.,...v� SEAL: DATE:� L-iLLLLLIJ I Lill- Ll 11LLLL 1 o LLl I LL l 1 LI O C;T,,) i '' 0 4 2 c 1�2 - - PROJECT N R301 DESIGN CRITERIA AS PER THE 2020 RESIDIENTIAL CODES OF NEW YORK STATE IL LJLLL11 11 1I 11 35-2022 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL ! L JJ 1� 1 LLL-1L_ DRAWN IL Y: LOADS, INCLUDING DEAD LOADS, LIVE LOADS,RO(OF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS 1L _ ,MI ! ill Lli,U_ L L l II Ei- PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS I CHECKED OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE -- ---- TRANSFER OF LOADS FROM THEIR POINT OF ORIIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SHEET SECTION. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. F'S01.1.1 ALTERIIATE PROVISIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED '+ , 'iS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE VATION UNDER FEDERAL COPYRIGHT LAW. 000 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH EAST ELE THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PLANS MAY NOT BE REPRODUCED WITHOUT SCALE: 114"= 1'-0" WRITTEN AUTHORIZATION. DOI3 Nljtii,r' ` i_F AWC \NOOD i\AMED CONSTRUCTION MANUAL (WFCM) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD • KEHL DESIGN ASSOCIATES, LLC. FOR OfdE—AND TWO FAMILY DWELLINGS (AISI—S230) ' D) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) THE RIGHT BUILD ONLY ONE STRUCTURE FROM THESE © KEfl4LDESIGN�ASSOCIATES, LLC PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN I GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTIONC T y %� %:; %'= E 0 RNI T R A T RGeneral Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTES: 2. FIRE SAFETY: jj� - 2. All structural wood shall be in accordance with the national design specificcntions for wood construction - latest edition. KEHL DESIGN ASSOCIATES L[C 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A 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 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. 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.BOX1675 phone; l631)433-9084 AND PAY ALL FEES REQUIRED IBY 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: ssbn654@opfonline.net 3. MINOR 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC o formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4 a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER, b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. NYSHIP USE OF DOCUMENTS: OW & 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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 CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR �• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS, THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: co 3. DUST CONTROL: pied, disclosed to others or used in connection 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. with any work or project other than for which they 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 PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUIL�INC 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 11-25-19 8• a. Laminated Veneer Lumber (LVL): ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 1 ,900,000 PSI 04-05-23 03-0 THROUGH THE BUREAU OF ELE-CTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = -23 Fv = 285 PSI 9. Fb = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO AILL CUTTING, PATCHING, REPARING 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 CONSTRUCTION OF THIS BUILDING. 11 THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO, BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC, NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FORANY 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 DEFENSIE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. GROUND WIND SEISMIC: SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 202C RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW DESIGN FROST LINE I DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. LOAD SPEED (mph CATEGORtY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 Ibs/sqft 130 (mph) C SEVERE 3'-p" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALLBE PROTECTED FROM WINDBORNE DEBRIS, GLAZED NOTE: ALL ROOMS MEET OR EXCEED THE 2020 RESIDENTIAL CODE OF NLW YORK STATE PROPERTY ZONE OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMEENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENIN( PROTECTION FOR WINDBORNE DEBRIS SHALL MEET I' RESORT / RESIDENTIAL (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR APNSI/DASIIA 115. NOTE: ALL ROOMS MEET OR EXCEED THE 2020 RESIDENTIAL CODE OF' ^:L-W YORK STATE DESIGN CRITERIA OCCUPANCY OR USE LIVE EXCEPTION: FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. APR 1 7 .2023 � G PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH (1.1mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) FtrICOH C�f71`('7 �- SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE it UNINHABITABLE ATTICS WITHOUT STORAGE b NAILING NOTES: 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE 2020 RESIDEN ' ,+._ CODE OF NEW YORK STATE. , _11,OWNOF sot 1`i`i-.va) USES(s) AND OCCUPANCY CLASSIIFICATION(s) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH DIAITED STORAGEb'g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITrHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANCY 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANEPJTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITHI A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE RESORT / RESIDENTIAL IR-3 HABITABLE ATTICS AND ATTICS SERVED 11SITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,i, IS 180 MPH (290kps,) OR LESS. R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE 'CONSTP,JCTED TO SAFELY SUPPORT ALL TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) TRANSFER AND STRUCTURES OF U EOAD R POINT O ORIGIN THROUGH U H LOAD-RESISTING D I ELEMENTS TO H FOUNDATION. BUILDINGS GS CONSTRUCTED ASPRESCRIBED BYTHIISCO EAREDEEMED TO COMPLY WITH THEREQUI REQUIREMENTS OF THIS Acceptance of these drawings does not authorize the right to V B GUARDS AND HANDRAILSd 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL SECTION. build without the authorization of local governing agencies, such < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1.1 ALTERNATE PROVISIONS as Suffolk County Dept. of Health Services, Town Building GUARD IN-FILL COMPONENTS f 50 n AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE Departments, DEC, FEMA, etc. Verify all conditions, codes, and HEIGHT AND FIRE AREA No. 8 WOOD SCREW- LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH requirements with such agencies prior to construction. HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES° 500 INCH EMBEDMENT LENGTH BASED ANCHOR WITH 2 16 10 8 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. g g s NO. 10 WOOD SCREW- 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PROJECT: HEIGHT, BUILDING. BASED ANCHOR WITH 2 16 12 9 ROOMS OTHER THAN SLEEPING ROOMS 40 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) )"*0 J% UNLIMITED AREA SLEEPING ROOMS 30 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) SILVER01" S A KI N:THE HIGHEST ROOF SURFACE Ya INCH DIAMETER LAGSCREW- =11'-7" AS PER CHAPTER 5 OF THE 7000 SF. -1 V RESIDENTIAL CODE OF NEW PORK: AS PER TABLE 506.2 STAIRS 40 BASED ANCHOR WITH 2 16 16 16 c INCH EMBEDMENT LENGTH STATE. TEL FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 U, 1 mile per hour = 0.447 m/s MO FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,,It and a 45-foot mean roof height. PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PAR 2020 RESIDENTIAL CODES TOTAL HEIGHT FROM RIDGE TO GRADE Max 13'-6" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm, POUND = 4.45 N, a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structurcl panel. OF NEW YORK STATE. 1300 SILVERNIERE ROAD APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. /� GREENPORT, ICY 11944 c. Anchors shall penetrate through the exterior wall covering with on embedment length of 2 inches minimum into 2018 International Ener y Conservation Code IECC LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT the building frame. Fasteners shall be located ❑ minimum iof 2)/2inures from the edge of concrete block or concrete. BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE SECTION R503 ALTERATIONS ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors PLATO'S HOUSE ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 piounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED R503.1 General TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. SCTM # 1000-47-02-12 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER PROJECT TO COMPLY WITH CHAPTER 5 OF THE REQUREMENTS OF THE Alterations to any building or Structure Shall Comply with the requirements Of this Code for new corlstructior Alterations shall be such DRAWING TITLE: c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD that the existing bUldln Or structure IS n0} IeSS conforming t0 the provisions Of this Code than the OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, 2020 ENERGY CONSERVATION CODE OF NEW YORK g g 9 P WHICHEVER PRODUCES THE GREATEST STRESSES. existing building or structure was prior to the alteration. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERV/TION CODE OFNEWYORK Alterations to an existing building, building system or portion thereof shall conform to the provisions of 1IN', code as they relate to GENERAL NOTES Projects shall comply with one of the following: AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. 1. Section R401 through R404 new Construction without requiring the unaltered portions of the existing building or building System t0 comply with this Code. 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL- THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 3. The energy rating index (ERI) approach in Section R406 Alterations Shall not create an unsafe or hazardous condition Or overload existing building Systems. Altetaims Shall be such that the NEW FINISHED BASEMENT NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF exlStln building or structure does not use more energy than the existing building or Structure rior to cl'eration. Alterations to NOTES: 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED 9 9 9Y 9 P EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. (NY)TABLE R402.1.2 a existing buildings Shall Comply with Section R305.1.1 through R503,2 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR 1761 sq.fft. INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN b a DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO.CONTRACTORS SHALL VERIFY IF NEW FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTtiAT10N SKYLIGHT GLAZm CEAJNO WOOD MASS FLOOR BASEMENT sued CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ZONE UFACTORb U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL PWALUE SPACE R503.1.1 Building Envelope. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN SMCb,e R•VALUE R-VALUE' FINALUE &DEPTH R•VALUE g P NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW BALCONY NA THE PLANE OF THE TRUSS 4EXCEPT Building envelope assemblies that are part of the alteration shall comply with Section R402.1.2 or R402.1.4, Sections R402.2.1 through UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20OR13+51' 8/13 19 10/13 10,2ft RA402.2.13, R402.3,1, R402.3.2, R402.4.3 and R402.4.5. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: SEAL: DATE: For SI: = 1 foot = 304,8 mm ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulatim is installed in a cavity which is less EXCEPTIONS: The following alterations need not comply with the requirements for new DECEM NEW GARAGE ADDITION NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the ion, provided O:- 2021 ATTIC (GARAGE)(a)_ NA NOT LESS THAN 30 INCHES R-value specified in the table. construction, that the energy use of the building is not Increased: PROJECT N b. The fenestration U-factor column excludes skylights. The SHGC column appli-s to all glazed fenestration. 1� 1 135-2022 EX. UTILITY ROOM NA 2.THE SLOPES�OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN C. ° 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the S � J. Co, DRAWN BY: EX. SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. interior of the basement wall. v` i;,,G�c+ 1. Storm windows installed over existing fenestration. � �..,, g '� c. BDK EX. OUTDOOR SHOWER NA 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD 15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the 2. Surfaced applied window film Installed on existing single arse fenestration r- r �;_� L CHECKED BY: EXISTING DECK NA MEMBER DEPTH, interior of the basement wall. "15/19" shall be permitted to be nnet with R-13 cavity insulation on the interior of the pp g g p - �'t' 4,j NEW DECK NA basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous assemblies reducing Solar heat gain, provided that the Code does not I ' ah EX. COVERED DECK NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. - w:•_: SHEET NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS ' require the glazing Or fenestration to be replaced. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ''�� `•� EX. COVERED FRONT PORCH 236 sq.ft:. THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation f \� COVERED ENTRANCE NA R-value for stabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to 3. Existing Ceiling, wall or floor cavities exposed during Construction, provided ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab UNDER FEDERAL COPYRIGHT LAW, POOL HOUSE CABANA NA SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE that these cavities are filled with Insulation. N ACCESSORY STRUCTURE NA CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved PLANS MAY NOT BE REPRODUCED WITHOUT IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved 4. Construction where the existing roof, wall or floor cavity is not exposed. WRITTEN AUTHORIZATION, of (a) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. 5. Roof recovered. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBEK: OF (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation 6. Air barriers shall not be required and roof replacement KEHL DESIGN ASSOCIATES, LLC. plus R-5 continuous insulation. where the alterations or renovations to the building do not include THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHbDESIGN•ASSOCIATES,Uc insulation is on the interior of the mass wall. alterations, renovations or repairs to the remainder of the building envelope. PROOF OF PURCHASE. i I 0 0 :W/ SIMPSON STRONG— TIE CONNECTORS SPECIFIED FOR CONSTRUCTION A USE A MINIMUM OF � TWO 8d NAILS THIS MTS20 LTS20 DOUG—IIK LARCH SO. PiNL LIFT SIDE OF TRUSS. PROVIDE (1) HGA10KT ON ALLOWABLE LOADS UP i. Nil .2 LOAD SIDE OF CEILING JOIST FASTENERS LATERAL WITH TOTAL FOUR AND ON SIDE OF RAFTER CA UPLIFT UPLIFT v, CODE 8d NAILS Do MODEL (133 160) 8ClX12 TO Av/G REF. INTO TRUSS. Iff- 14�711 101114 1 NO. TO TO UL.T. NAILS o. RAFTERS/ PLATES STUDS (133) (160) _�,TTF (133& TRUSS I 16ol-- 11111 SON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE—UP WASHER H7 is 4-8d 2-8d 8-8d 2991 930 985 400 5. 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL D vu INSTALLATION PROCEDURES ESIGN ASSOCIATESroc PROPER residential & commercial design . consulting 915 5, 44 His 16 8-8d 396-3 ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ARTJ-.12 DIMENSIONS FASTENERS PO,Box 1675 phone; (631)433-9084 (TOTAL) AkVC LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS MODEL CA — T. LFTA 2 LFTA REF, INTO •0. Southold,New York 11971 E-Mail: ssbn654@optori re.net NO. MAX.X REAR PLATES 'ID]THSPAN L OTY DIA 1 2" 2�" 3" 31" 11" 2 2J" 3" 31. EIGHT-" 8d NAILS INTO SP4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 4200 7�7 17" 388" 1205 1400 5. 44, 85 STUD 2j- 16-10d 0 I OWNERSHIP & USE OF DOCUMENTS: DOUG—FIR LARCH SO. PINE FASTENERS ALLOWABLE UPLIFT LOADS 3 00 These drawings and specifications including the AWC 10d 1 Od x 1 12" CODE MODEL L ULT. REF. LFTA Do ideas, design and arrangements represented NO. 101 10d x 14" (133 / 160) (133) (160) LSTA21 therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be o Simpson Strong—Tie copied, disclosed to others or used in connection MT516 16 14-10d 14-10d x 1 3116 1000 840 l000 3, 41, 128 Do HGA1 0 with any work or project other than for which 'q Do they have been prepared without written consent. MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 o DETAIL "Kill REV. CNW— 5,, LST20 20 12-10d 12-10d x 121" 2:383 775 720 720 3, 41 STU 11-25-19 COUPLER NUT DETAIL T 8 I I I J Equal number of �SIMPSON 03-06-23 DOUG—FIR—I LARCH/ SO. PINEE CODE specified nails in TAKE—UP WASHER 04-05-23 TYPE OF DIRECTION ALLOWABLE LOADS REF. MODEL CONNEC— OF LOAD each end NO. TION FLOOR ROOF (1331 Simpson Strong—Tie (100) (1225) 160) CS16 ART5"x1 2 G 515 6,45 670 LTP4 5 J 515 6,45 670 6, 39, 97 DETAIL "H11 H 1 515 6,45 1 670 1 ALLOWABLE TENSION LOAD S1.7,1(DF/SP) (133) HOEDOWN ARTJ-x12 MATERIAL DIMENSIONS FASTENERS HOLDOWN DEFLECTION CODE STUD AVG .1 DEFLECTION AT HIGHEST REF. MODEL MACHINE LENGTH OF BOLT I AT HIGHEST NO. ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ABLE ALLOWABLE 0 BODY 4 AL LOAD DESIGN BASE CA HB SB WTH B so CL D1A5- DESIGN WHEN RAISED OFF 0 CA OTY DIA 11" 1 2- 1 2,1- 1 3" 1 3,"' 51' LOAD THE SILL PLATE 0 HD2A 16 12 4A" 2J" 2�" 8" 2�" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0,077 2, 43, 82 0 0 MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS NO. W L STUD PLATE ULT. DF SP CODE (133)' (16 0)' REF. SP4 3a" 7J" 1 6-10d x 1j" — 2917 735 885 7, 40, 127 MODEL DIMENSIONS FASTENERS ('DOTAL) ALLOWABLE TENSION LOADS CODE 01 NO. GA L NAILS FLOOR (133) (160)NO. (100) WORK NOTES: LSTA21 20 1I" 1 21 16-10d 905 1205 1295 7, 40, 90 0C DIMENSIONS FASTENERS (TFOTAQ ALLOWABLE TENSION LOADS CODE MODEL CA — FLOOR REF. 5,, NO. W L NAILS 1 (100) 1 (133) (160) Simpson Strong—Tie '-STU 8 MSTA24 18 1 1,1" 24 18-10d 1 1025 1 1370 1640 7, 40, 90LUS46 SIMPSON I TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL TAKE-UP WASHER L END FASTENERS SPACING REF. HD2A LENGTH L CA CUT LEt\IGTH (133 / 160)2 NO. OF ROLL (TOTAL) oc' (100 (IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT HSimpson 6 Strong—Tie CS16 15 14" 16 CLEAR SPAN +31" 28-8d 1 1235 1 1650 2 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS LARCH/SO. PINE ALLOWABLE LOADS NOTED. vAILURE TO COMPLY WITH ALL NOTES MODEL — ON. DOUG—FIR ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. CA W H 8 HEADERS JOISTS AVG FLOOR (100)1 SNOW (115) ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "Fit _ 10d I 16d ULT. Od 116d 10d 16d tad F1 6d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW- LUS46 18 2 4-16d 4-16d 607611140 1 1160 1—�1000 1— 1150 —1 1250 7 40, 127 DETAIL COUPLER NUT HUS210-2 14 3d 9T 2 I 8-16dI1 8-16d 607611755 1 2105 1-11650 1— 1900 —1 2065 1, 36, 84, 122 ARTJ-02 STU 5" DOUG—FIR LARCH/SO PIN ALLOWABLE LOADS 8 FASTENERS UPLIFT LATERAL CODE SIMPSON MODEL AVG UPLIFT (133/160) REF. NO. CA ULT. TAKE-UP WASHER TO RAFTERS TO PLATES TCO STUDS 133) (160) F1 F 2 160 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such HGA10KT 14 4—S( SDSJ"x3" 1523 435 435 1165 940 as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and SP4 requirements with such agencies prior to construction. USE A MINIMUM 01 TWO 8d NAILS THIS CNW— SIDE OF TRUSS. COUPLER NUT SP4 TITALFSOIR SE A MINIMUM OF R 0 J E C T: 8d NAIL TWO Bd NAILS THIS MTS16 STU INTO TRUSS. SIDE OF TRUSS. MTS16 SIMPSON LSTA21 SIMPSON ANCHOR BOLTS TAKE—UP WASHER TOTAL 1011 HD2A Do Strong-Tie 8d NAILS INTO TRUSS. HUS21 0- %j I 8 Ar E d NAILS 2 4 uti A MOTPEL TWO 0 F8 AILS , TD TWO 8EIGHT °d AILS 8d NAILS 1300 SILVERMERE ROAD INTO STUD Strong—Tie INTO Simpson PLATES DETAIL "All GREENPORT, NY 11944 H7 IN HTA-ILSL� Eld N _ INTO DETAIL "D11 DETAIL 11111311 DETAIL PLATO'S HOUSE STUD Simpson Strong—Tie LFTAH7 Simpson Strong-Tie DETAIL "L" SCTM # 1000-47-02-12 LFTA ROD SYSTEM TLE: - LFTA Ridge Strapping NOTE: DRAWING 11 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS BP LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 "1 i 1'-0" DEEP POOL x 4' DIA ==12,58 cu.ft. per vertical ft. CHARTS & CALCULATIONS Z" THROUGH ROOF I 1.t FLOOR 11 I.t FLOOR II II —1.t FLOOR l'—C" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. STRONG-TIE DETAILS ROOF ROOF 1'-0" DEEP POOL x 8' DIA. = 42.25 cu,ft, per vertical ft. 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF DRAINAGE 2 2" '31, ROOF AREA = 2306 sq/ft CALCULATIONS AND kWTER 2 3 BATIMM 22" 2.. 3.' IMTHROOM " 3 BATI-IROOM 2 22 2 PLUMBING RISER DIAGRAM LTP4 V = A x R x c 7-7- 1 st FLOOR A = 2306 sq/ft LTP4aJF 3" 2" 2 2" 2 3" 2 2 2 2 R = 2" RAINFALL = .17 ft LTP4 licit C = COEFF. = 1.0 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL .4" F A. VENT 6" V = 2306 x 1 x .166667 = 384 C.F. AE30\;E GRADE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE C.0, PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie TO GREENFORT VILLAGE tFIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE F.A. VENT 6" SEWER SYSTEM LTP4 DETAIL "B" Floor-to-Floor Connections Ridge Strapping C 0 0, C.0, C.0, 4*t.0 ABOVE GRADE TO CREENRORT VILLAGE 384 / 42.25 VERTICAL FT. / FT = 9 V.F. DESIGN PROFFIESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong—Tie t',JA( Detail .0 .3 SEWER SYSTEM USE (4) 8' DIA, POOL 4'-D" DEEP = 12.0 V.F. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. OR Floor—to—Floor Connections PLUMBING RISER DIAGRAM -(NTS) 384 / 22.3 VERTICAL FT. / FT = 17 V.F. SEAL: DATE:OCTOBER, 04 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE USE (5) 6' DIA. POOL 4'-0" DEEP = 20 V.F. PROJECT NO: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 1135-2022 F DRAWN BY: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL POOLS TO BE PLACED ON OPPOSITE SIDE OF NO SUBSTITUTIONS LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS 3. C 6�,,, BDK PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS HOUSE AND/OR LEADERS TO BE PIPED TO All framing hardware shown on these plans, JECKED BY: OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE q, unless otherwise indicated, is Simpson Strong-Tie. POOLS (1/2 OF THE ROOF TO DRAIN TO EACH are approved or authorized. TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS 7EET NUMBER: No substitutions AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC Due to the relationships of framing hardware to SECTION. SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). the other components of the structure, any framing hardware substitutions will render these plans R301.1.1 ALTERNATE PROVISIONS 84 �J G 2 null and void, and will result in the instcller/contrcctor AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH assuming responsibility for th(e design and THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WHERE TRAFFIC IS TO BE PRESENT. performance of the entire system. DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) IF A MULTIPLE POOL SYSTEM IS USED AROUND THE 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL T) M-DESIGN-OOMTES, uc 3) 1CC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) BE DIVERTED TO EACH POOL. / i�i 1 2'-04° —12'-02„ 18'-72„ 12'-1„ -2" 5'-10'4„ 3,_�4„ 5,_52„ 3 _44„ 5'-10" _62„ _3>, 3'-44 —F--5„ -42„ 3,- 44„ KEHL DESIGN ASS OCIATES �c residential & commercial design • consulting PO.Box 1675 phone: (631)433 9084 DECK I TO DECK TO DECK TO DECK TO ° BE REMIOVED BE REMOVED BE REMOVED BE REMOVED Southold,New York 11911 E-Mai': ssbn654;�opfonline.nef I I ; I I I I I Kehl Design Associates,LLC a formerly D A K Associates,LLC 1'—3 I I I ��/7"74,',71 I OWNERSHIP & USE OF DOCUMENTS: I I I I DECK TO DECK TO These drawings and specifications including the BE REMOVED BE REMOVED 9 9 P ideas, design and arran ements represented ASSOCIATES, LLC. No part thereof shall be I I I I I I I I therein, are the property of KEHL DESIGN I I I I copied, disclosed to others or used in connection with any work or project other than for which DECK DECK I DECK I i i they have been prepared without wr itten consent, 1 5040 —' 5040 5040 1 5040 1„ REV. 12 -1 11'-4" 11-25-19 1 11'-32" o 5 03-06-23 04-05-23 DINING -4„ 04-20-23 1 4 " 0 - - - - BLDGE#23 DECK DECK TO = BE REMOVED I - ILn I I DECK TO BEDROOM N N REMAIN BLDG #24 - - - - - - - — BLDG I #24 - - - � - DECK TO o BEDROOM BE REMOVED I 5' _4 3'-32„— —$'-02" I DECK DECK TO = BE REMOVED t I I KITCHEN a I E �� 4040 N N 42„ 1� 6068 To. ��- DECK o COVERED PORCH 22'-92„ _ � �� ,WORK NOTES: r�� LOCKOUT eo d- lat 1 O DOOR N I O — — — — — — — — — q 4412 C L. �i 1 1 , DECK �� " REF, N co" I ; O 2868 2668 4' S' 0 Ilp I ae =N LIVING w w — — — — — — — — :� N 2" o I ROOM -� 4,� Q w �,� CL = U o0 Q I O103 -6" BLDG #23 W U Q 11 '-4" m DECK TO ,� Z O 1 2668 2668 I W — — — — — BE REMOVED o 2 " en -1 0 -4" -- - - - - I BATH 4' �� - - - - - - - - f-2 -2 I 3 -14„�-3 -24 I o 01 soao M 15'-8" BATH i I'rI` i -- - - - - -g DECK TO 41031I Pic. BE REMOVED 2268 — 11 '-74 T('0 2,-12"-1 1 _ 2 -. I ' 6" 41 ,_54„ 410042 2668 �_ NNDECK BEDROOM ^ID ENTRANCE BLDG #23 '� a '� � — - - - - - oa � oo cn 5BLDG #23T N N B Acceptance of these drawings does not authorize the right to I , w N build without the authorization of local governing agencies, such ' S2 BLDG 24 ,1 >O as Suffolk County Dept. of Health Services, Town Building BEDROOM 2' 3" 42" 7,_6„ # BLDG #23 10'-84 �„ BEDROOM o U BEDROOM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. 266 0 - - — — — — — N 2 ' = -N 4540 4640 �� 3030 a v N I co I I I I Mac N °' 4PROJLCT: I CL. N I I _ o N I 0 I N 42„ -,-44„ 2 I� 1 1'-4" N E 3 —IN 5030 — — — — — L I I I DECK TO 4o4oCOVERED PORCH , U " REMAIN I DECK TO I I I TO REMAIN BE REMOVED o I I I I DECK � " I I I I I I o ) 2'-114" 5'-54" 3'-1" 42" 1300 SILVERMERE ROAD LLJ� 2„ 2068 2068 GREENPORT, ICY 11944 EXISTIN" ' G FLOOR PLAN ; = BLDG #2 a 5' LLJ o' PLAT 'U 1OS HOUSE SCALE: 1/4"= 1'-0" I o z GL, 42„ N 42" CL. SCTM # 1000-47-02-12 Q t , zDRAWING TITLE: WALL TO REMAIN I) LEI " 4040 " I COVERED w � I � � � PLANS FOR ® WALL TO BE FILLED-IN PORCH B o 1 I TO I > �- PLATO'S HOUSE WALL TO BE REMOVE REMAIN 0 ' U AS NOTED I I I I I 1 '_0 3„ ,_21„ IN01 ES: 4 4 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1 2'-3" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE -2" '-23" 4'-38" '-4g3" 8'-8g" �' 6'-61 '-5�" 2'-44" -84" DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMI,IISIOIJS DUE TO UNKNOWN OR EXISTING FLOOR PLA1\J UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 12'-44" � 30 -32 12'-1" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. :SEAL: DATE: 54'-94" SCALE: 1/4"= 1'-0" OCTOBER, 04 2022 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE PROJECT N0: e R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL ��.�� !-� �}, DRAWN BY135-2022 LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS BDK OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE ,I � cy NECKED BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS `'_`.' r AND STRUCTURES CONSTRUCTED AS PRES(CRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS t �- LEI NUMBER: SECTION. COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC t w: R301.1.1 ALTERNATE PROVISIONS ' ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED < �� 1 A101 AS AN ALTERNATIVE TC THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE � ' ;- APR 2 4 2023 - � UNDER FEDERAL COPYRIGHT LAW. ' _ �a��" LIMITATIONS OF THE TH S CODE AND THE ILIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS MAY NOT BE REPRODUCED WITHOUT ! THESE STANDARDS, THE: DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. F:,. ''_ ''`. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: OF � 1) AWC WOOD FRAMED CONSTRUCTION MA��UAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. FOR ONE-AND TWO FAMILY DWELLINGS (AI:SI—S230) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © MDESIGN•ASSOCIATES,❑c PROOF OF PURCHASE. 77 Ex. Ridge Vent 4 -83' 4 Ex. 2x6 Ridge 12' 18'-82'— 12'-0 ' tJ1 !' _ [ _ FIfJ_C� 4 4" CDX Gusset Plate Ex,2x4 Rafters - 24"oc. Ex. 4" CDX Roof Sheathing 12 ®Ice and Water Sheild 7 KEHL,DESIGN ASSOCIATES aI Ex, GAF Architectural Roof Shingles OO • q" CDX Gusset Plate residential & commercial design . consulting ' I ® Simpson Hurricane Tydowns 2x6 Collar jes 1 oc. I I I Ex. 2x6 Rafters - 16"oc. m lx6 Azek Foscia Ceiling Joists P0.Box 1675 phone: (631�433-9084 R-30 Insulation R-30 Insulation I I R-49 Insulation Ex.Vented Soffit Southold,New York 11971 E-Mail: ssbn654@optonline,net 1 10" Conc. Filled Sara Tubes on C Ex.(2)2x8 Header Ex.(2)2x4 Top Plate g' Type "X" Fire-rated Sheetrock 03 28 Big Footing Conc. Footings B Ex. 3" Exterior Sheathing- Min. 3'-0" Below final Grade /�. %';%� /•iz• >�r-.- - - - — - - 10 4 g Kehl Design Associates,LLC o formerly D A K Associates,LLC Blue Skin House Wrap or Equal I UWNERSHIP & USE OF DUCUMLNTS: I Ix Azek Post Wrap Cedar Siding 2x10 AC_ Girder 2x1O ACQ Girder 4x4 ACQ Post 2x4 Stud's 16"oc. These drawings and specifications including the 8 B R-15 Insulation ® ideas, design and arrangements represented ' 1 Simpson Hurricane Tydowns 9 9 P C (2)2x4 ACQ Sleepers therein, are the property of KEHL DESIGN (3)2x6 ACQ Girder ' ASSOCIATES, LLC. No 103 L Wood Decking R-21 Closed Cell 3„ part thereof shall be 4x4 ACQ Post (2)2x6 ACQ Girder Packing Ex.4 Subfloor Sheathing ° 6 Insulation copied, disclosed to others or used in connection ° on Simpson ° lx6 Azek Skirt Board x6 AC F. . @12 oc. 1 with any work or project other than for which N Post Anchors N _,,Existing 2x8 @ 16°oc. to remain Simpson Hangers they have been prepared without written consent. © @ 2x6 ACQ Plate Anchor Bolts 2x8 ACQ House Bm. © o NEW DECK Q '� o„ REV. 00 N °° aX TO REMAIN oX 11-25-19 X 03-06-23 28" Big Footing Conc. Footing 04-05-23 Min. S-0" Below Final Grade x 103 2, LJ ,-8„ 2, A �o I 1 (3)2x8 Flush Bm (3)2x8 Girder _ 2x8 ACQ Ho amuse Be N -- - - - - CROSS SECTION A 1 16"x16"Conc. ' 1 o I 1 h SCALE: 1/4" 2 (2)#4 Rebar E.W. 2 I -51 10 22�00 E I 3" 3" N ° o l Ex.Ridge Vent Existing 2x8 @ 16"oc. to remain Ex.2x6 Ridge ov I Shower Existing N ° I I D AbOVe c pI 8"x16" CMU. a w I " T o 0 00 E E p Block Piers E i„ Above a) on a, g 10 -82 Ex. 2x4 Rafters - 24"oc. E Existing 3„ L 3o"x30%8" @ I 1 8"Conc. Ex.4 CDX Roof Sheathing o O Conc. Footing o „I Wall on Ice and Water Sheildm U u 2'-6' C 16"x8" ( 3„ a 2'-6" ° ° I � x.GAF Architectural Roof Shingles Conc. i WC`x1 i 4 CDX Gusset Plate Simpson Hurricane Tydowns ® WORK NOTES: _ — Pier ,Above Ex.2x6 Rafters - 16"oc. J (3)2x8 I ® lx6 Azek Fascia x Ceilin Jolsfs -49 Insulation 1x6 Azek Fascia (D Ex. (4)2x8 Girder _J ( ) L—J Ex.(4)2x8 Girder Flush Girder I Ex. Vented Soffit Ex Girder Shower Co C 0 0 cfl E o Tu I Above®° Ex.(2)2x8 Header Ex (2)2x4 Top Plate ° C N Existing c0 N N m o o d o Q 00 8"x16" CMU I I Q Ab vel I Ex. 4" Exterior Sheathing Q o C Block Piers N C N c - o I I Blue Skin House Wrap E ual on a E P or q 30"x30"x8" N L� �x w Conc. Footing r j t j _ N ` I Cedar $idln�� 7'-4" 7'-1 1" 7'_4„ ° o -92 - I Simpson Hurricane Tydowns Ex.2x4 Stud's 16"oc. g' Type "X" oted Sheetr k Existing 2x8 @ 16"oc. to remain = it Existing 2x8 @ 16"oc. to remain R-15 Insulation m "xco N a- o Ln I P Y I i 3 2x6 ACQ Girder 2)2x4 ACQ Sleepers y, w o O Wood Deckin Ex.4 $uo9oor Sheathin ID I_ g R-21 Closed Cell 1 (2)2x6 ACQ Girder Packing I Insulation o bov I 1x6 Azek Skirt Board 2x6 AC F.J 01 oc. D_ m I 2x6 ACQ Plate Simpson Hangers Anchor Bolts 2x8 ACQ House Bm. 0" CD 12'-74" ^� 30'-0 " 12'-0 " 28" Big Footing Conc. Footing (2)2x6 ACQ Min. 3'-0" Below Final Grade — - - — � Flush Girder — 1. Acceptance of these drawings does not authorize the right to 0 CROSS SECTION build without the authorization of local governing agencies, such _g4" _g2" 12" I �f as Suffolk County Dept. of Health Services, Town Building A Departments, DEC, FEMA, etc. Verify all conditions, codes, and 1 /a" Subfloor U) o _ — — — — N SCALE: 1/4"= 1'-0" 0 requirements with such agencies prior to construction. _ PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH /Existing 2x8 �� l 16"cc. to remain Q0 THE 2020 RESIDENTIAL CODE OF NEW YORK STATE [� x -1 Ex.(4)2x8 Girder G Q N C Ex.Rid e Vent PROJLCT: Existing Ex. 2x6 FJ g 8"x16" CMU. c° A Block Piers x @ 16"oc. to o_ ALL HEADERS ARE TO BE Ex.2x6 Ridge 10a 30%3o"x8„ 5 _g4„ remain I I (2)I%"X 74" LVL UNLESS Existing Conc. Footing N OTHERWISE NOTED Ex.2x4 Rafters - 16"oc LE 3" PC. Slab I Ex.4" CDX Roof Sheathing El Existing I NOTE: PROVIDE FIRE BREAKS Ex.GAF Architectural Roof Shingles Ice and Water Sheild m 2" Poured Conc. _ _ g 16"x20"x8" Slab in CrawlI M101aL Conc. Footing —kNI ^ 2x6 ACQ space. THE 2020 ®Simpson Hurricane Tydowns - R-49 Insalati n I I @ 12"oc' RESIDENTIAL CODE OF 01x6 Azek Fascia Insulation Baffles© lx6 Azek Fascia m PROVIDE HURRICANE STRAPPING IIJ ACCORDANCE 'WITH 1' °' Ex.Vented Soffit—� Simpson Hurricane Tydow s@ 5'-1 1" 4" NEW YORK STATE Simpson Hurricane Ex.Vented Soffit THE 2020 RESID=NTIAL CODE OF NEW YORK STAATE 1 Ex. 2)2x8 Header Tydowns 1300 SILVERMERE ROAD 4x4 Simpson Post (2)14"x74" LVL Header Ex (2)2x4 Top P to Anchor Ex. Exterior Sheathing BATH __ GREEt�PORT, NY 11944 F(2)1C3,'�"X EADERS ARE TO BE E ISTING FOUNDATION PLAN "Galt'. Bolts 74° LVL UNLESS B 02 Blue Skin Hqouse° 1x Azek Post Wrop Wrap ar E ual ® PLATO'S HOUSE 00 1 4x4 ACQ Post Bolted 4x4 ACO Post Ex. 2x4 Siud's 16"oc. Cedar SidingTHERWISE NOTED SCALE: 1/4"= 1'-0" 1 ICD to 8" Conc. Filled Son SCTM # 1000-47-02-12 � Tube on 22" Big Foot Simpson Hurricane Tydowns R-15 Insulation® R-15 Insulation m NOTE: PROVIDE FIRE BREAKS 0 WALL TO REMAIN �a N Footing (3)2x6 ACQ Girder Ex. Wood Decking Type "X" Fire-rated S eefrock DRAWING TITLE: AS PER C Existing 4" (2)2x6 ACQ Girder Packing Ex.4 Subfloor Sheathing Ex.2x8 Box Beamld Poured Conc. ITHE 2020 WALL TO BE FILLED—IN LnQ slob NOTES: lx6 Azek Skirt Board x.2x6 ACQ F.J. @12 ac. x2x6 16"oc Floor waists Ex.2x6 Sill PLANS FOR RESIDENTIAL CODE OF �D v D R-30 Insulation Ex.Anchor Bolls 1 NEW YORK STATE Q m Provide Insulation Baffles cisproper required at Soffit PLATO S HOUSE C _ _ WALL TO BE REMOVE x71 Locations to Provide for proper attic ventilation 2x6 ACQ Plate —Ex,2 PC. Slob ° Anchor Bolls AS NOTED x = � Provide R-49 Insulation in all Flat Ceilings as per � N -C 2018 IECC International Energy Conservation Code —EX.8" CMU. Foundation _� 0 Ice and Water Shield to be used Beneath any damaged roof Ex.16"x8" Conc. Ftg. 2x6 ACQ I shingles or areas of repair on the roof Min. 3'-0" Below NOTES: @ 12"oc. ® Provide Simpson Tydown or Hurricane Strapping to the rafters 28" Big Footing Conc. Footing Final Grade, THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE at all locations of the Interior that are Exposed during the Min. S-0" Below Final Grade DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE N I removal 01 mold or deteriorated interior surfaces. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL I I o m Provide 1x6 Azek or Equal to all locations of the fascias that FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE N are repaired due to Mold or Deterioration. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR o°7 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 4x4 Simpson Past I Q 1 Locations Repaired(D Blue Skin House Wrap or Equal to be Used Under Siding for All CROSS SECTION C FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. � I Anchor 0 0 N m Remove and Replace any Insulation that shows signs of mold SEAL: DATE: or deterioration with R-15 Insulation SCALE: 1/4"= 1'-0" 4"Gaiv. Bolts Co o OCTOBER, 04 2022 0 Remove and Replace any Siding that shows signs of deterioration PROJECT NO: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE -D with New Cedar Wooden Shingles �.- 02 4x4 ACID Post Bolted (gf. Ali-�\ 1135-2022 to 8" Conc. Filled son. e Remove and Re Ali--' R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL pace any Sheetrock that shows signs of mold ^�� " DRAWN BY: A V) Tube on 22" Big Foot A 5" �5 J.C� LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS � p Footing 102 or deterioration with New Type "X" Fire-rated Sheetrock p�"'. Qi;, BDK PRESCRIBED BY THIS CODE, THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS N 9 ,� \`~ �v. Poured Conc. -�,. y ECKED BY: OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE Io Slab TRANSFER OF LOADS FROM THEIR POINT O)F ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS 2x6 ACQ '3 r— l AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS Q^ c7 ry & ' IEEI NUMBER: SECTION. X @ 12"oc. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. cN R301.1.1 ALTERNATE PROVISIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED q 6 Al 02 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE UNDER FEDERAL COPYRIGHT LAW, ��r LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH -k PLANS MAY NOT BE REPRODUCED WITHOUT THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WRITTEN AUTHORIZATION. • 4'�5'-94" � 12'-3° DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MAI`JUAL (WFCM) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD 18'_9" KEHL DESIGN ASSOCIATES, LLC. FOR ONE-AND TWO FAMILY DWELLINGS (AI51—S230) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © �I�rDESIGN•ASSOCIATES,ux PROOF OF PURCHASE. A F4' 911, 4, 4 X/, I/All Ex.Ridge Vent J., 2XI5 Ridge Tie-Down /21/11/�,;/ y/.11z 2'-0' •12 JT� 12' Ex.26 Ridge Simpson Strong-Tie Screw 03,, Simpson Strong-Tie Screw 4 -52 44 4 -52 42 3 -4- - 2 4 —3 -34 4 2x4 Rafters - 16"oc, x4 Support 31, c 12 -2" 101" 1 4 4 R Roof Sheathing 7 — x4 Support _J 244GW5040 -IN 244GW5040 and Water Sheild 2x4 Support -N 244GW5040 R-19 Insulation 244CW5040 COX Gusset Plates 4�" CDX Gusset Plates R-19 Insulclik Ex OAF Architectural Roof Shingles COX Plywood KEHL DESIGN ASSOCIATES, 31 1".L 1 5" Air Baffles CD residential & commercial design consulting -2 2x6 Joists CDX Gusset Plates 12".8% 3" Plywood Gusset Plate -IN SIMPS4 _0 C (D Air Baffles Joists 16"m I., on Tydown (1) �T I E _x8 Ceiling _t#ob - 0 DINING C) Simpson Tydown2 -32 0 - u Rafters - oc. L11) — 1 -32 R-30 In ilatIon AREA _Fx6" Deal R-30 Insulation ...... Southold,New York 11971 E-Mail: sslon654@0ptionline,net 0 lx6 Azek Fascia F F T 2x6 Sub Rafters - 16"oc. Ex,Vented Soff it 0 8 Type X Fire-rated R-30 Insulation BEDROOM #2 2 7 51' T Sheetrock Kehl Design Associates,LLC formerly D A K Associates,LLC I x (2)2x4 Top Plate 1 2"x6" Deckinq T Ex. 43" Exterior Sheathing Type "X Fire-rated Sheetrock 0 J OWNERSHIP & USE OF DOCUMENTS: I �"x6" Decking ® Blue Skin House Wrap or Equal These drawings and specifications including the 4 Fill-in 6 Cedar Siding Existing 1 Living Room ideas, design and arrangements represented Fill-in 00 Window Ex, 2x4 Stud's 16"oc. Bedroom therein, are the property of KEHL DESIGN Existing C* Door N PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH I I R-15 Insulation m ASSOCIATES, L.L.C. No part thereof shall be C) THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 15 Insulation 0 4 1 1 1 copied, disclosed to others or used in connection Ex.3" Subfloor Sheathing Ex.20 Shoe with any work or project other than for which 45"x6" Decking D W. 8 -42 1) they have been prepared without written consent. El (2)131,x 71" (2)1 3"x 7"' - Ex 2x8 Box Beam_\ 4 4 4 4 !IN [x.2x6 Sill 2x8 Blocking F W[3dobdH LVL Flush Hdr. LVL Her. ALL ARE TO BE (H) 11 Existing 2x8 @ 16"cc. to remain Ex.Anchor Bolts Ex (4)2x8 Gird (2)lY4"X 71 REV. Provide V) Ex.S'xlFD' CMU. New 3: CD Vvindowu -i KITCHEN OTHER ISE NOTED R-30 Insulation Block Piers Spray Foam Box Beam 11-25-19 CO/CO on 03-06-23 00, 2 EX.8" CMU. Spray Foam Box Beam 0 Ln co 0 — IN ID /C 30x30% 12" Con. REF, 1 00 D EUC Founclotio:n: 04-05-23 31" 10 P, NOTE: PROVIDE FIRE BREAKS Footing Ex. 2" PC. Slab V AS PER Ex.16"xB" Conc. Ft T Min. 3'-0" Belo 0 7' 21 'C,41"3,7�_, -IN 2)134"X L Hd 1 2 ----F 2 -r,� rr) 286 31 THE 2020 Final Grade. -:N RESIDENTIAL CODE OF LF Ln 00 CO NEW YORK STATE 10- --4'-9' 4 1 1 -1 14 1 6 - LIVING ❑co CO E30 `n:,* 00 (0 0'-101" 6' 2 ROOM Co .1 N 00 U-) DE OR BATH 5 co Fill-in --5' Existing H,-:,,�o 00 CROSS SECTION A SCALE: 1/4" l'-O" 1 0 Provide 3 �-2'-4 00 New B CO (o Window 00 0) 0 244GW5040 61 __3 37 19 -7 2i 4 NOTES: Ex.Ex. ge Vdge ent 2 71' LVL F u x CO 0 r) IN (D Provide Insulation Baffles as required at Soffit 00 4 3 5 -N 311, 5p -2'-0 (o ^N 4" COX Cuss- Plates 3" COX Gusset Plates 0 ff) I Locations to Provide for proper attic ventilation 4 .31 )E OR 0 c N 31 (0 _:N -49 31 (D Provide R Insulation in all Flat Ceilings as per J" COX Gusset Plates �2668 2018 IECC International Energy Conservation Code f-i" CDX Gusset Plates V/VCRK NOTES: 1668 _i0o 3,,Ex.2x4 Rafters - 16"oc.. Lower Ceiling L L, 0 Ice end Water Shield to be used Beneath any damaged roof Ex 4 CDX Roof Sheathing 12 Bo 6'_33 2' shingles or areas of repair on the roof Height of Closets"'ZI. '-2 2 4 31" 0 Ice and Water Sheild (0 C\4 CO DO co BO 2 2 1 1 53 0 7 Air Boffles(D coUR @ Provide Simpson Tydown or Hurricane Strapping to the rafters DE C W to 86" AFF. BATH Ex.GAF Architectural Roof Shingles ao 6"x8"x 3" Plywood Gusset Plate 00 Co at all locations of the Interior that ore Exposed during the 4 MIN DE OR D CD 00 Q- 4 ID IS/CO R removal of mold or deteriorated interior surfaces, Ex.3' CDX Gusset Plates 7 1-k 7'-6' 11 .- (D Provide lx6 Azek or Equal to all locations of the fascias that Simpson Tyclown Ln BEDROOM #1 '31 BEDROOM ,#3 Ln, 26 Ridge 11 T are repaired due to Mold or Deterioration. COX russet Plates 00 31 51" 1 11 W/D 4 2x6 Sub Rafters - 16"oc, Stockable to N 31 FIRE 2 BEDROOM #4 0 Blue Skin House Wrap or Equal to be Used Under Siding for All e lx6 Azek Fascia 2 1 Locations Repaired 0 85" Type "X" Fire—rated Sheetrock �-2 -4'-5 EXT El Ex.Vented Soffit L x8 Flush Beam Sistered with r- [ 1:1 0 0 Remove and Replace any Insulation that shows signs of mold Ex. (2)2x4 Top Plate 30 Insulation -------------- V7177777 CT_ .4, CDX Gusset Pates 13"x9l" LVL on each side and Screwed Fill-in 244GW4040 C14 I- or deterioration with R-15 Insulation 4 2 -td CA Ex. 34" Exterior Sheathing 8. To ether as per Manufactures Specs. Existing rn Remove and Replace any Siding that shows signs of deterioration - 5 Type "X" Fire-rated Sheetrock S Window - 1 ® Blue Skin House Wrap or Equal Mkt with New Cedar Wooden Shingles _J Bedroom �2 0 Cedar Siding — (a Remove and Replace any Sheetrock that shows signs of mold Ex.20 Stud's 16"oc.— -N n or deterioration with New Type "X" Fire—rated Sheetrock IN Insulation (D -N Ex.43" Subfloor Sheathing _\ L 2440W4040 Ex,2x4 Shoe 6" 1'1 Ex.2x8 Box Beam -_4//��R-30 Insulation COVERED PORCH Ex.26 Sill Existing 2x8 @ 115"co, to remain Ex, Anchor Bolts SprayFoom Box Bearn-Ex.2' PC, Slob Ex. 8" cmu.----,, Spray Foam Box Beam--/ Foundation 12'-0 10 10 Ex.16"xi Conc. Ftg. Acceptance of these drawings does not authorize the right to _2' -2 Min. S-0" Below-= build without the authorization of local governing agencies, such 1z V Final Grade. -C-4 U 1' 2" as Suffolk County Dept, of Health Services, Town Building t5c . � .1 Departments, DEC, FEMA, etc. Verify all conditions, codes, and 00 N ------AZ' 0 1 "N requirements with such agencies prior to construction, 0 C14 CROSS SECTION 4 1 4 6- -1 _6 -24 9'-63 2' 31, 0'-4 Lij SCALE: 1/4" l'-O" PIROJECT: 12 -4, Q�� I-- IN1035 < 0 1 4 4 2'-8' > M 4 0 I Lau"' Z' %0'4348-k KI D%Offil;11 Ex,Ridge Vent 244FX4940 Ex.26 Ridge COX Gusset Plates -r-co -:N Ex.20 Rafters - 16"oc. 3" COX Gusset Plates A 31 3' -2 --4" 2 12 -IN 2 Ex. 43" CDX Roof Sheathing PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 31 7F— 2x6 Ridge Tie-Down THE 2020 RESIDENTIAL CODE OF NEW YORK, STATE T_ 0 Ice and Water Sheila- Air Baffles 0 U 2 E8 Ex.GAF Architectural Roof Shingles cz- 4° 12"x9"x Plywood Gusset Plate 0 G) 4' CDX Gusset Plates 31, 1300 SILVERMERE ROAD I COX Gusset Plates F LOOR pLAN 0 IR-30 Insulation 4 GREENPORT, NY 11944 --- - - -- �6/c) Simpson Tydown E ""S TO ': "X 7,"' 1 VL UNLESS SCALE: 114" V-13" E(2 OTHER W�SE NOTED: LLJ (D I x6 Azek Fascia D� - PLATO'S HOUSE LLJ Ex,Vented Soffit R-19 Insulation NOTE: PROVIDE FIRE BREAKS COVERED > 1)-LrX X" Fire—rated Sheetrock SCTM # 1000-47-02-12 AS PFR WALL TO REMAIN P 0 R C H 9 Ex,(2)2x4 Top Plate U 4 Type "X" Fire-toted Sheetrock IS THE .2020 TO 100 Layers of 2x4 ACQExterior Sheathing — 8 DRAWING TITLE: WALL TO BE FILLED—IN -----6 -2 ------ Sleepers, set at 16"oc. (D Blue Skin House Wrap or Eruct- RESIDENTIAL_ CODE OF REMAIN -IN NEW YORK STATE -1 Filled in with Closed Cell 6 Cedar Siding — ;I- PLANS FOR 9 Spray Foam R7 per inch Kitchen I E __ 1 WALL TO BE REMOVE 00 Covered with CDX Subfloor. -ff") Ex. 20 Stud's 113"oc.— PLATO'S HOUSE I C (Provide Moisture Barrier :s—R-15 Insulation 0 C 00 Beneath all Sleepers.) cli Ex.2x4 Shoe Ex. 3" Subfloor ShEithing AS NOTED 4 _00 P-30 Insulation 71 X,2X8 16"oc. Floor BEDRQO .J #5- Ex.2x8 Box Beam--\ Joists NOTES: Ex.2x6 Sill-,,' THESE PLANS ARE AN INSTRUNENT OF THE SERVICE AND ARE THE PROPERTY OF THE Ex,Anchor Bolts ---Spray Foom Box Beam --E] DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE A Spray Foam Box Beam PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 102 L 0 Ex 8" cmu 12' FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Foundation Ex.2" PC. Slob DESIGN PIRDIFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Ex.16%8" Conc. Ftg. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 32 1Min. 3'-0" Below FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Final Grace. SEAL: DAI E: LLJ > 2 OCTOBER, 04 2022 0 PROJECT NO: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE Ul Pq CROSS SECTION C 7�7-_ 1135-2022 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL _0 DRAWN BY: 71 SCALE: 1/4" l'-O" LOADS, INCLUDING DEAD LOADS, LIVE LOAD)S,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS > C04-\ -:N BDK ,�I_ PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS 10 OF THIS CODE SHALL RESULT IN A SYSTEMI THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE 41 _9311 <, , CHECKED BY: TRANSFER OF LOADS FROM THEIR POINT OFF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS 4 4 1 AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS -2' —12'-3 SHEET NUMBER: SECTION. COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. - R301.1.1 ALTERNATE PROVISIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 051 4 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE UNDER FEDERAL COPYRIGHT LAW. Al 03 LIMITATIONS OF THE THIS CODE AND THE L.IMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS MAY NOT BE REPRODUCED WITHOUT S S I 01\A THESE STANDARDS, THE DESIGN SHALL CONvIPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WRITTEN AUTHORIZATION. 1) AWC WOOD FRAMED CONSTRUCTION MANlUAL (WFCM) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: OF 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. FOR ONE-AND TWO FAMILY DWELLINGS (AIS-,I-S230) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN M KEMDESIGN-ASSOMTZ,tic rR- I Insulation Girder an 9 L PROOF OF PURCHASE. / i w 1' 12' 4 18'-81' 12'-02' /.,.....,�f; 12 0 — _ - -2' 5 -104„ 3 -24' _5� 3'-44„ 4'-104" 4'-5� 4'-S� 4'-104' 3 -34 -4� 3'-44' Il - �_ -_'E11J — rn -li _ l� III Icy �� I � I I I I 103 I I � 3 244GW5040 244GW5040 �3 -6 I I 244GW5040 244GW5040 I No Rail Required I KEHL DESIGN ASSOCIATES LLB KN if Deck is Less Than residential & commercial design . consulting 30" Above Grade o Ex. 24 Rafters 16"oc. with I „Ex. 2x4 Rafters 16"oc. with I 2x6 Rafters 2x6 Rafters I 20 Rafters Beneath (Gusset 2x4 Rafters Beneath (Gusset @ 16"oc. @ 16"oc. .7 C o Plated together) D I N N G Plated together) BOX 1615 phone, (631)433 9084 A R IE A n "x6" Deckin B Southold,New York 11911 E Mail: ssbn654@opfonline,nef 103 Ex. Ridge Vent Cathed al Ceilin 9 N g 2x4 Ridge Tie-Down BEDROOM 2 Ex.2x4 Ridge g Simpson Strong-Tie Tie Screw Kehl Design Associates,LLC®formerly D A K Associates,LLC Cathedr I CeilingEx.2x4 Rafters - 16"oc. p g a, _'"�'�n%%'�%/" /�? "";� ' '" .�'�yrr�i��7- "x6" Decking Ex. 2x4 Rafters 16"oc. with Ex. 2A Rafters 16"oc. with �_ Ex. ;" CDX Roof Sheathing JWNERSHIF' & USE OF DOCUMEMS: 2x4 Rafters Beneath (Gusset 2x4 Rafters Beneath (Gusset ® Ice and Water Sheild 12 Air Baffles p "x6" Deckin Ex.GAF Architectural Roof Shingles �2 (2)1$"x is" LVL Flush Beam Sistered These drawings and specifications including the Plated together) I Plated together) to existing (2)2x8 Flush Beam R-30 Insulation - I m Air Baffles ideas, design and arrangements represented ® Simpson T down Ex. 2x4 CeilingJoists i6"oc. R-30 Insulationtherein, are the j I I 2x6 Rafters ^ 2x6 Rafters p y 12 Sistered with 2x6 @16"oc. Air Baffles a) ASSOCIATES, LLC.pNo pat thereof shall be@ 16"oc. @ 16"oc• 7� Ex.2x4 Ceiling Rafters 16"oc, copied, disclosed to others or used in connection m 1z6 Azek fascia g A R-19 Insulation ® with any work or project other than for which 103 x6' Deckingr� Ex. Vented Soffit 5" they have been prepared without written consent. I I D W. N ®8 Type "X" Fire-rated Sheetrock " Type "X" Fire-rated ^CD Ex. (2)2x4 Top Plate 32„ Sheetrock ® 3 „ o (2)2x8 LVL Flush Bm. - _ _ N M - - _ _ _ Ex. 4" Exterior Sheathing " Type "X' Fire-rated Sheetrock® REV. 3068 To, 0 Blue Skin House Wrap or Equal :-Ioo 1 1-25-19 KITCH N _S p g N o co Bo ® Cedar Siding Bedroom #� j 03-06-23 (2)1 "x74" LVL Flush Bm. ILI °N° DE /GOR Ex 2x4 Stud's 16"oc. 04-05-23 U 13'-5" O REF ° N U d 2868 POC. R-15 Insulation ® Ex.4" Subfloor Sheathing Q0 o o Ex.2x4 Shoe R-30 I0nsulation 3 Ex.2x8 Box Beam Co A Q LIVING ° L� �' ❑ - =ice 104 m=-iro - n M rn L- - co Ex.2x6 Sill Ex.2X8 16"oc. Floor JoistsM) , .1, O .I ROOM o DR o c o BATH Ez.AnchOr BOYS Spray Foam Box Beam Ex. 2" PC. Slab r` � - o o Spray Foam Box Beam �o Ex.8" cMu. C� x - a Foundation Li al O oX L U U - Ex.16"x8" Gone Ftg. cV p N N 00 n as n > Min. 3'-0" Below a x x Co ATH @> n N Existin Ce lin J fists @ 16"0 . - Final Grade. a rel8' 1 g"AFF. 244GW5040 U Q o �, 2)14„x74„ 0 o LVL Header co BO J CY a, O 1 4' 4 �i GTT o 0U DE /C OR /c - ° x WOFRK NOTES: E' Q DE OR C� a N 'c 2668 CC i o G Ln 3 -1p' 00 Lower Cei ing n Q cc 80 O C " BATH o p = N Height of Closet�ET�€r✓70R O o �C a o ' o 0 86" A F. °a DEOR w (a „ Existing Ceiling Joists @ 16"oc. CROSS SECTION V n o o C ° N N Set at 8'-1A"AFF. CO N x o BEDROOM #3 N Q> U v � w�D GO �, w SCALE: 1/4"=1'-0" 4P41 BEDROOM #1 N tackable FIRK 0 F EXT o0 2) "x 9j" LVL Flush Beam Sistered _ BEDROOM #4 3 2868 - o to existing (2)2x8 Flush Beam 3 a o 244GW4040 C v y N j r�Ka a MI7 �x0 N _ O QC KN U C N x � I „ Existing Ceiling Joists @ 16"oc. 1'-02" Set at 9'-14 4 �=� T L - - _. g"AFF. 1 244GW4040 KN I = I COVERED PORCH ' 1 N Alcce tance of these drawings does not authorize the right 102 I I 102 p g t0 -2 bluild without the authorization of local governing agencies, such I 104 `> � I PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH N U THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ais Suffolk County Dept. of Health Services, Town Building Dlepartments, DEC, FEMA, etc. Verify all conditions, codes, and O OE N � � rtequirements with such agencies prior to construction. -14" -74" 8'-9" -1 14" -1" ALL HEADERS ARE TO BE - - - - 12'-34" 30'-5" (2)10THERWISEVNOTED UNLESS PRC)JECT: 1„ LLJ Q n-17- -4 �2 -84 m 2' -3'-2" NOTE: PROVIDE FIRE BREAKS O 244FX4940 AS PER ILRVIE -,� - - THE 2020 dp% -K r X i RESIDENTIAL CODE OF cO "o NEW YORK STATE M 0 Em L �� 1B i Bench I iB REFLECTIVE CEILIINJIG PLAN I N :x" 2268 2a68 Draws Below 1300 SILVERIERE ROAD SCALE: 1/'4"= 1'-0" o N i O G GREEIVPORT, NY 11944 WALL TO REMAIN - - - - - o - - N DE OR ^la WALL TO BE FILLED—IN Lij I N PLATO'S HOUSE WALL TO BE REMOVE = o SCTM # 1000-47-02-12 [ - - - ] �� U NOTES: 'DRA,WING TITLE: -2" © Provide Insulation Baffles as required at Soffit Locations to Provide for proper attic ventilation PLANS FOR i ® Provide R-49 Insulation in all Flat Ceilings as per � N I �� 2018 IECC International Energy Conservation Code PLATO'S HOUSE iv I I - © Ice and Water Shield to be used Beneath any damaged roof N—� — — — — BEDROOM #5 N shingles or areas of repair on the roof @ Provide Simpson Tydown or Hurricane Strapping to the rafters AS NOTED N at all locations of the Interior that are Exposed during the removal of mold or deteriorated interior surfaces. '3NOT ES: 1 ® Provide 1x6 Azek or Equal to all locations of the fascias that THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE I LJ = ore repaired due to Mold or Deterioration, DESIIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE �) O G Blue Skin House Wrap or Equal to be Used Under Siding for All PR0ISECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL 102 O o Locations Repaired s FEUD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMIdISIONS DUE TO UNKNOWN OR m Remove and Replace any Insulation that shows signs of mold UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT or deterioration with R-15 Insulation `bo N FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. cj I W 0 Remove and Replace any Siding that shows signs of deterioration Cr with New Cedar Wooden Shingles SEAIL: DATE: LLJ I i > G Remove and Replace any Sheetrock that shows signs of mold OCTOBER, 04 2022 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE or deterioration with New 8" Type "X" Fire-rated Sheetrock PROJECT N0: 1135-2022 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL �' LOADS, INCLUDING DEAD LOADS, LIVE LOADS,'ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS — — - - - - /r�� S C�1' DRAWN BY: PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS BDK OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE 41., 9 r NECKED BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS 4 - 4 AND STRUCTURES CONSTRUCTED AS PRESCRIIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS -2" 12'-3" `°�,; At NUMBER: SECTION. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. R301.1.1 ALTERNATE PROVISIONS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �' AS AN ALTERNATIVE TO THE REQUIREMENTS IIN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE UNDER FEDERAL COPYRIGHT LAW. 0�� 10 4 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PLANS MAY NOT BE REPRODUCED WITHOUT THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WRITTEN AUTHORIZATION. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DUB NUMBER: OF 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. FOR ONE-AND TWO FAMILY DWELLINGS (AISI--S230) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 3) ICC STANDARDS ON THE DESIGN AND CONISTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN '© KEIfrDESIGN•ASSOMTES,uc PROOF OF PURCHASE. 1 � 1 t_II 11 II h IIIL'J IIIIII IIIIII IIIIII II III IILLJLLL,tILII JI LI III U\\I IIUIII L1LLL1- LJ lJ I\ llL II IIIIII LLLL ! I h �J I1 J LJ L11 III IIIIII V� �T LIUIL IL L LU u L 1L W Lll L11 III IIIIII IJ LI LU J L I1 \ 11I I I J L_LL U 1 11 LLI L11 IL\LJ IIII VU DESIGN ASSOCIATES, LLC 11 1 1 _L-LI I I I �I I� residential & commercial design . consulting lL JLIIIW�uJ ILJLII (IIII\ NIUJ UI_IIII l III LII II�IIIILII llU_ LU �f I_ J11L I \ \\ L I I M\ LLI 1_ILL \ III IIIIII �I \�I LL LJ \ L L L1IL1� III IIII.11 _!I.1\\1Li I I I IIII ;I I'I I�I I I \LLu I U I I I I\I I llT, I,L-�I 11.1a�J, 1J � I �� II LI 1 P0.Boz'1675 phone: (631)433 9084 J (_I LI \ \ LEI 1 I IIII 1 LU- I LI 1L J Southold,New York 11971 E-Mail: ssbn654@optonune,net III I I U I I I \ LLI ILL- IILLLWiLuLiu j� Kehl Design Associates,LLC a formerly D A K Associates,LLC ILLLLLLI_I L\' 1 L UN IL LI 2 SHIP FDOCUMENTS:_ 'OWNERSH & USE 0 1L 1L11\Lu1 IIII LI l_l III �\J_I L I L1I I I L\_111:�JJ L.l\Lll -L LLUL �LLL I r _ 1� f � L II III J I I\l�IL L L I LLL ICI11 f 1 These drawings and specifications including the I a ��-u-f —�-}L- I H I I I LEI I I LI I I I Ll idaeas, design and arrangements represented LLJL1llllLJJ_ LiIJ LLILL -J � ttherein, are the property of KEHL DESIGN \\1L1u ul1 1\\1L � Jl III LL �I I\11L.11 0 Lu\\� \_: LILWL�I L i LLLII H Ll 111 LL \� LJ ASSOCIATES, LLC. No part thereof shall be _fl IL�IJ\LLu\L\_J_L copied, disclosed to others or used in connection witHn an work or project other than for which ll_ l,\L�LLI LI 11 J Ll I\ I�� I�I_l LL\\1 JAL\ L 11 L II f L u u \I they have been prepared without written consent. LIL I L� �I I L tL- LL 1 ILL -1 I_JLLLLll111111_LI L L LL JlillI_ I N \_ \ LI \ IJ U11LIll-lL-! J1Ul \\ \\_lJ !J_ l L i11 L L LLLL }L11JLLLLLLLhLJ IU 1-1111111 Ll111111 ll , i t � � � i � � � �� „ REV. 11 —25-19 03i-06-23 04--05-23 NORTH ELEVATION �1L Lu I I II I L� I I III LL I ', I LILLLli I I I III I I_I I I I I I I I_l 11 1LLULIJ_ SCALE: 1/4"= 1'-0" J1L1L II NLJII � LJI!I LJ�1\u1 �I I I II IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII I I_I II � I II � I II IIIIII IIIIII IIIIII IIIIII II LI�I_ I a �\ v I I--f-L-LL ' I \1LL11LI h i l l III I I I I I I_I I I L I I I I I_I I I L I I I I I I I I IIIIII IIIIII IIIIII �I I I �I I I �I I I �I I I I � � .�I I (LLW_l L_I LJ t11 LI I I\I I L ILI I U11L III IIIIII IIIIII IIIIII IIIII I U I IIIIII IIII L I L lI_ I LUJ I 1 11 f L LI\ IIIII III \I_J� I L L\1 IUIIIL_LL11L 1 t1 I D I LLLJ LJ LLJ LJ 1 lJ I I L\� � \L1L1 lJ\LfL 111\LLl uJ l \ ! U I LLII f u 1 J) I �I I \N I L I L111 11 111111 1111111111111 hil I1 11 1111 H 11 it 11 Hill \\ h\\ I h I IIIII IIIIII �L L Ll\1u1�i J� - - - J J 1J IllIL Itl IUII ILILWL 1 r11AI I 1 WORK NOTES: I I I III L I 1 IL I I I ��I_I I � I I I I � \ I L�1 I I I LI I I 1 ' I 1 ` IIII IIIIII IIII 1 I L I I I � I I I LulJ11-LIL l I I L11 \ IIIII I I I I u, Llll11LJ\\ll �l H I�1 LI_ II L\I1 L II \I1 II I1 IIII II III ll_ LllULL1JJ!1 �j II Ili iLllu �J 1J 1LLLL1 ll-J\ I 1 II (III- I1 III II I�LI IUI 11 Iu LI Ii iI I II II II H II �H IuI Ll LLL�I II I,ILI\\ IIII 11\� l l U LJJ �I III III IIIIII \I �I I_ L III I I I I I LI III III 1LJLi I \\\ III _LL1 SOUTH ELEVATION_ t t. SCALE: 1/4"= 1'1 L" I I II I LI LI \LI ��I j�� I \\ �I III ' L' I Accefptance of these drawings does not authorize the right to II LPL L� II �I III IIIIII II I L� LLL1L\lL1\1LLL1J�1�11 IL II IIII_I IUI f build without the authorization of local governing agencies, such 1 I il-d HI Ill I Ill__1LlUlll ILlll_lid 11 1_1 11\11_LIlJ11 11_ 11 I -I IIII I as Stuffolk County Dept. of Health Services, Town Building 11 Deparrtments, DEC, FEMA, etc. Verify all conditions, codes, and \L\ III\ II I_I L II III\ I�LI IULLLI requirrements with such agencies prior to construction. _lll\1LL 1 LIJ I LI I U \LI 11 I U LI I I I LLLLiiLLLLLL11 l LL ' I �PROJE(CT: -LLLLLi1itLLL1JLtLl_ � L lJ Ld_I JI 1 LLLL1 LLLL1-LL1 LLLLLLLLLjLU 1 1 11 ULLLL1IJAJLL111-JiLLE-UL 1\.\uL LLl: I I I ULL�1\\L 1L1111L h 1 II 1> J 1 L S1LVER %"AH, 'Dz) iLLLL-L 11 IUI I I IUI I I I\I I\I IL11 ILILJL � I L A A"Cm ft)T r g 2 L III I I �I L�DJ 1 �L ul W L11 U �I U I J I_LJ_L1J�L1 L11 I I I I U I I I\I I ll LI I I\ III I I I I L 1 U 111 E lU L1 Ll1 LLB I L uJ L 1300 SILVERMERE ROAD GREENPORT, NY 11944 PLATO';� HOUSE SCTM # 1000-47-02-12 WEST ELEVATION DRAWIMG TITLE: SCALE: 1/4"= 1'-0" PLANS FOR�\ P LATO1'S HOUSE LI Ill 11 1\ IU1 LI_,I LI_1 1\ Ill l IL I AS NOTED -1� h DWI L1 II U LJ LJJ L\ III %\\�\ Il_\ll_LI-H I d_ It \-I\11 I\\11J_\-1 a 11 LI_\L ll IILLI_Il LI L IJ LI LI \a LLI IL1I THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE a u l'! 4 u a DESIGN (PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. NFRINCEMENTS WILL DE PROSECUJTED TO THE FULLEST EXTENT OF THE LAW. COIJTRAOTORS SHALL VERIFY ALL FIELD C07NDITIONS AND DIMENSIONS ANC BE SOLEY RESPONSIBLE FOR FELD FIT. THE LLJ_ DESIGN [PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT I D 1111LIL\L FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. L 11 SEAL: DATE: I I LI lJ II J ILT1I I III I I II II I LID LL o OCTOBER, 04 2022 301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE PROJECT N0: A III i A; \: \ IIIII II �`r f ' ;' 1135-2022 U h L I L LIU ll LJ LLl I I I I I I lU I IIIIII IIIIII III lllUl I I I I I\ J J IJ III\ IIIIII ,`� -�. 1 1. t\ DRAWN BY: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL � ll I I � II11 � I I �I I JI u1 I ( JI1II lll�ll I II � I I IJI I 1 I I �J II �J �� LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS I I II II II h II I I ll II I I LLJI I L11�1_L_LLJI I I II *, � `.� BDK PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS JLL LI LLJ IL IJJ III II lJ Imo; Ll — " ¢�3 *� CHECKED BY: OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE Llll_ U11_ IIII 1111_ �L_ I_ Ill I �f F ?;;°. P s, t TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS %� AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS — r - SECTION. SHEET NUMBER: © R30 COPYRIGHT 2022 KEHL DESIGN ASSOCIATES LLC. ' 4 ��' �fSSiO�� AN ALTERNATE PROVISIONS O � AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE EAST ELEVATION ALL FLOOR PLANS AND ELEVATIONS ARE PROTE UNDER FEDERAL COPYRIGHT LAW. LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PLANS MAY NOT BE REPRODUCED WITHOUT AWC WOOD FRAMED CONSTRUCTION MANUAL (Vv/FCM) SCALE: 1/4"= 1'-0" WRITTEN AUTHORIZATION. DOB NUMBER: OF ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF I �) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD KEHL DESIGN ASSOCIATES, LLC. �R ONE—AND TWO FAMILY DWELLINGS (AISI—S23C) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE © rDESIGN•ASSOCIATES, uc L CC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PIIPCHASF