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HomeMy WebLinkAbout49175-Z �o�OS�FFa�1�G Town of Southold 6/17/2023 a y� P.O.Box 1179 0 ca 53095 Main Rd Woy�ol ��o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44198 Date: 6/8/2023 THIS CERTIFIES that the building ALTERATION Location of Property: 1135 Shore Dr,Greenport SCTM#: 473889 Sec/Block/Lot: 47.-2-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/10/2023 pursuant to which Building Permit No. 49175 dated 4/28/2023 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: windows and doors to existing accessory boathouse/storage as applied for. 6/17/2023 Corrected for Certificate of Occupancy number only. The certificate is issued to Silver Sands Hldgs I LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 0 v 0utiz d Signature �o�gufFO Town of Southold 6/8/2023 P.O.Box 1179 W 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44147 Date: 6/8/2023 THIS CERTIFIES that the building ALTERATION Location of Property: 1135 Shore Dr,Greenport SCTM#: 473889 Sec/Block/Lot: 47.-2-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/10/2023 pursuant to which Building Permit No. 49175 dated 4/28/2023 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: windows and doors to existing accessory boathouse/storage 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 NO. PLUMBERS CERTIFICATION DATED uth rize gnature �o�sufF TOWN OF SOUTHOLD oy� BUILDING DEPARTMENT TOWN CLERK'S OFFICE F SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49175 Date: 4/28/2023 Permission is hereby granted to: Silver Sands Hldgs I LLC c/o Alexander Perros 19215 Soundview Ave Southold, NY 11971 To: install new windows and doors ONLY to existing accessory boathouse/storage as applied for per DEC NJ letter. At premises located at: 1135 Shore Dr, Greenport SCTM #473889 Sec/Block/Lot# 47.-2-15 Pursuant to application dated 1/10/2023 and approved by the Building Inspector. To expire on 10/27/2024. Fees: ACCESSORY $100.00 CO-ACCESSORY BUILDING $50.00 Total: $150.00 Building Inspector S0l/lh°6 � * TOWN OF SO BUILDING DEPT. ao u THOLD u couun��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] 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: I VA/p, JA4& RA VA Wtvxpmb 4, Div (5 !t--L oW `P�-- DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) J►. H ------------------------------------ NJ#- C FOUNDATION (2ND) t� z 0 H ROUGH FRAMING& y4.1 PLUMBING V ! r INSULATION PER N.Y. y STATE ENERGY CODE owb FINAL ADDITIONAL COMMENTS 23 aL at P fi G C7 Yt e.# /d 3 Z rn r;u O x x e r� b H ��bl1FFCt��O TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only LHJAN 1 0 2023 LD , PERMIT NO. q5— Building Inspector: BUILAIiNC DEpT J°OWNOFSOUTHO4 D Applications,'nd forms must be filled out in their entirety. Incomplete applications,will-noti be.accepted. Where the Applicant is not the owner;'an, Owner's Authorization form(Page 2)shall.be completed: Date:December 1, 2022 OWNERS)-OF PROPERTY: Name:SILVER SANDS HOLDINGS 1, LLC SCTM#1000-47-2-15 Project Address: 1135 Silvermere Road, #35 - Boat House, Greenport,NY ,11944 Phone#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM Mail ingAdd res s:1400 SILVERMERE ROAD, GREEN PORT, NY 11944 CONTACT PERSON: Name:RICHARD VANDENBURGH, ESQ. Mailing Address:42155 MAIN ROAD, PECONIC, NY 11958 Phone#:631-613-9019 Email:RICH GREENPORTBREW.COM DESIGN PROFESSIONAL-INFORMATION: Name:JOHN,CbNDON PE. - CON DON ENGINEERING ------ Mailing Address: UCK NY 11952 - .g _ 1755 SIGSBEE ROAD, MATTIT ,_ - Phone#:631-298-1896 Email:Condoneng@optonline..net CONTRACTOR INFORMATION: " Name:HIGHLAND PEAK GROUP, LLC Mailing Address: 19215 SOUNDVIEW AVENUE SOUTHOLD NY 11971 Phone#:917-31870027 Email:ALEX@SILVERSANDS-MOTEL.COM DESCRIPTION OF PROPOSED CONSTRUCTION [:]NewStructure ❑Addition BAlteration BRepair ❑Demolition Estimated Costof&oject: DOther See Attached. $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION; Existing use of property:RR Intended use of property: RR, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? ❑Yes @No IF YES, PROVIDE A COPY. @ Check Box'After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter'236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,- additions,alterations or for removal or demolition as herein described.The,applicant agrees to'comply.with all applicable laws,ordinances,building code,. housing code and regulations and to admit authorized inspectors on premises andin buildings)for necessary inspections.False statements made herein are. punishable as a Class'A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): t" � 2 @Authorized Agent ❑Owner Signature of Applicant: Date: ONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 SUFFOLK Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2CQ4 RICHARD W. VAN DEN BU RG H being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the AGENT (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this n —^ day of _,20 CA_AA,�L aaa-,b 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 the Town of Southold Building Department for approval as described herein. IZ ( -Z ( ZZ wner's Signa re Date ALEX PERROS Print Owner's Name 2 i NEW YORKSTATE DEPARTMENT OF ENVIRONMEN'1"AI.. CONSERVATION Nvh*m of tillvllotlnlontnl halnrlta,RNC11nn 1 SUNY,Q Stony Brook,50 Gicle Road.Stony[ifook,NY 11790 11:(G:31)444-0365 1 F:(639)4/1/1-03(io wv./vi d", iry.n�• LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Alexander Perros July 27, 2021 Silver Sands Holdings I LLC 19215 Soundview Ave. Southold, NY 11971 Re: Application #1-4738-04898/00001 Silver Sands Holdings I LLC Property: 1100, 1220 & 1135 Silvermere Road SCTM# 1000-47-2-13, 14 & 15 Dear Alexander Perros: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the above properties landward of the functional bulkheads greater than 100 feet in length, as shown on the survey prepared by Young and Young, last revised 5/17/2022, which was constructed prior to August 20, 1977 as evidenced on Tidal Wetland Map#720-552, are beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, 7' Kevin Kispert Permit Administrator cc: BMHP File t` r$W YORIA hepar tnlont ni � _. ?I�$n'iluur I tillvinlnrtlrinUll - Cirn9(nvullon SILVER SANDS 1400 SILVERIVIERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION 1135 Silvermere Road Unit 35 — BOAT HOUSE 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. Additional Administrative Permit being issued. SCWA HOOK-UPS—See Attached Permit issued by SCWA for connection. SEWER HOOK-UPS—Be advised that we did not perform any new work or hook ups and the only work that was done by Skrezec was to inspect and repair a broken line. See Skrezec letter dated November 29, 2022 along with Sewer Approval Letter and notice to SCDOH from Village of Greenport dated December 28, 2022. DESCRIPTION OF THE PROPOSED CONSTRCUTION: The work to be done includes as typical: •Roof replacement. •Replace/upgrade existing electrical service and rough-in. •Replace windows and doors in kind. •Repair or Replace existing siding. CERTIFIED COST OF THE PROJECT: $23,750.00 (3% OF THE COMBINED STRUCTURES VALUATION WHICH TOTALS $726,940.00) AS DETERMINED BY CERTIFIED VALUATION OF NEWMARK VALUATON AND ADVISORY CO. SILVER SANDS 1400 SILVERMERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION 1135 Silvermere Road Unit 35 — BOAT HOUSE 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. Additional Administrative Permit being issued. SCWA HOOK-UPS—See Attached Permit issued by SCWA for connection. SEWER HOOK-UPS— Be advised that we did not perform any new work or hook ups and the only work that was done by Skrezec was to inspect and repair a broken line. See Skrezec letter dated November 29, 2022 along with Sewer Approval Letter and notice to SCDOH from Village of Greenport dated December 28, 2022. DESCRIPTION OF THE PROPOSED CONSTRCUTION: The work to be done includes as typical: Roof replacement. •Replace/upgrade existing electrical service and rough-in. •Replace windows and doors in kind. Repair or Replace existing siding. CERTIFIED COST OF THE PROJECT: $23,750.00 (3% OF THE COMBINED STRUCTURES VALUATION WHICH TOTALS $726,940.00) AS DETERMINED BY CERTIFIED VALUATION OF NEWMARK VALUATON AND ADVISORY CO. 1000-047-02-15 / 1135 Si Ivermere Road / AKA #s 33 & 35 � - ;I � x sm 1000-47.-2-15 f �h t ACREAGE 2.16 S_ BTCAMP Low Density Residential to , PROTECTED CF ' ■! �/ USE One Family Year-Round ' `�•'. Residence _ AD f` ZONING RR ZSPLIT 0.00 SPLITCAT ZACRES 0.00 ,e FWET 0.73 MWET 0.00 c ogn t4 Sllvcr Sands Moldings I LI-C Novbnib'er 20. 2022 1400 Silve mere, Road Greenport:, NY 1 1 o44 To XVI)om It May Concern: i have pertiynned sc\wi;r and\\atcr\work in tlrc villa�;c (.>fCirecnport and `i'own of Southold for file last fifty years. `111c o\vncr-s of the Silver Sands Motel hired file to perform maintenance and repair work on the cxfsf"T sewer system and to supple new donicstic\water Tin file propert,}' es to the motel and various cottages across I can conlirfn that\ve are performing work on the cxistini,=sc\vcr system and that it docs not.require any Suflolk C'ountr Department of Health (SCDOH) permissions or notifications. Ilie property's existing sewer systeni_ including a private main along Silvoniicr'e Road and a pump station.located nest to file railroad tracks,ars all orf private property a.ncl tall under the purview of the Village ofCirccnport. We have been working cloSCl.\wif11 L1rG villaltc and file head of tile sewer department- Adam Hubbard, visited the property as recently as November 29. 2022: he once again confimled that all work being done is (l) Oil a pre-existing system. and (2) that ilo rlc\\'se\\'age or wastewater capacity is being added to the system. Ilse maintenance and repair work I have performed on the property"s existing sewer system is critical to ensure it coiltinucs to Function properly and docs not have a nc�alive effect ori the buildings or CUntaliilRatC file SIX lTOmn(Ilrlg environment. In August 2022, Sufholk Count(-Water Authority(SCWA)replaced the failing water main on Silvernicre Road. I have worked closely\with both SCWA and the property owners to upgrade die domestic\eater lines grid to connect ne\\'SCR,' ee taps to the water main. Tlie motel and surrounding cottages are located Oil multiple lots and SCWA required that we install individual taps for each lot. The owners have ry diligently filed all necessaapplications with SCWA, and SCWA has perForiucd all required inspections and sign oils. We continue to work in lock step with SCWA to complete this imporl:urt infristnfcttrrc \worlc. It should be noted drat when installing the new water main on Silvemiere Road, die SCWA contractors accidentally broke the sewer line that crossed Silvenncrc Road and connected the cottages at 1100 Silvemicre to the private sewer main the nuns along the cast side ofSilver icre. This was doCrnnenled by both the property owners and the SC\VA contractors, \vlio replaced the section of Iaipe that they broke, Sincerely, Stanley F. Skrczec i i • ff. �\ 1 December 2811\ 2022 f:iii 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# ?Oil 0 ;4,7000210 0 n;500t)' ?Ot�OG�?7000?r,0, ?��000 ?i�i�'s:;t��_7�1,'%i�rC`300 ?0` 034'7'300?O00—.,,:,inn, 1 gnr :et7fO''00'0C;10, 00 TRUSTEES JACK MARTILOTTA DEPUTY MAYOR To whom it may concern: PETER CLARKE MARY BESS PHILLIPS All the sanitary sewers, appurtenances, and sewage disposal facilities for the above- mentioned parcels have been inspected by the Greenport Sewer District and found JULIA ROBINS to be satisfactory. VILLAGE If I can be of an further assistance lease contact me at (631)477-0248 ADMINISTRATOR y IJ PAUL J. PALLAS, P.E. EXT. 219 Regards, 1 / CLERK '"` / %i i .�•.('�z i SYLVIA PIRILLO, RMC , EXT. 206 Adam Hubbard TREASURER e o Villa f Greenport ROBERT BRANDT g p EXT. 217 Waste Water Treatment Plant SUFFOLK COUNTY WATER AUTHORITY NEW SERVICE DEPARTMENT PO BOX 38, OAKDALE NY 11769 PHONE 563-5669, FAX 589-5273 August 30, 2022 PREMISE: 1 135 Shore Dr, Greenport BP: TBD DEAR CUSTOMER: Please be advised: Effective June 1, 2023, our fees may be increasing. To "lock in" the current pricing your job must be released by May 31,2023. For your Job to be released you must complete the checklist below. IMPORTANT INSTALLATION INFORMATION As of December 1, 2019,all services are required to meet the attached specifications. Please review these 1 carefully, as all criteria must be met for the field inspection to pass. Before your application for new service can be released to our construction department, it will be necessary for you to complete/submit the following: 1. Please complete the enclosed application card and return so the account may be established. 2. Tap& Vault fee (2"tap) $9,820.00 3. Inspection request — Residential inspections must be scheduled two (2) weeks in advance, and are subject to the time constraints of our workload. Please plan accordingly. 4. Customer Service Line Measurement Form (Form #215) — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable) once your service line is installed. 5. Service Line Certification — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable)once your service line is installed. Please mail all information to the above address. If you have any questions, please contact the New Service Department at(631) 218-1148 or via email newconstructionclerksascwa.com OLK CQVAr?,1' New Service e Q / Q �`9TER AUTHORt�� Date 9/6/2022 Name or Business Name Silver Sands Holdings I LLC Property Address 1135 Silvermere Road, Greenport, NY 11944 Mailing Address 1400 Silvermere Road, Greenport, NY 11944 Phone Number 917-318-0027 Email.Address: alexanderperros[cD-startmail.com SCTM# 1000 047 02 15 District Section Block Lot CheC'-k All . . . x Residential Property _ Commercial Property Temporary Service for Construction _ Adding Fire Protection: Dedicated Fireline _Combined Domestic/Fire Seasonal Service: _Dock _ Irrigation _ Beach — Beautification Demo/Rebuild (describe) New water main and new taps as part of renovation Other Geothermal Unit: —Yes x No If yes, type: _Open Loop _Closed Loop I understand that water pressure varies throughout the County and that it is the applicant's responsibility to determine the maximum system pressure to ensure the plumbing s stem follows all code requirements. Print Name Alexander Perros Signature If you have any questions, please call (631) 2 8-1148 For Office - Only BP#: Service Size: Easement Required? Please retIUm completed-form'with'-ppyment to: SMA'NewService PO'Box.38 Oakdale, NY 11760 April 24, 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 1000-047-02-15—Status of Boathouse(#35) Dear Ms.Nunemaker: I write this fetter to help clarify facts around the historical use of the building structures on SCTM 1000-047-02-15, which include a cottage and boathouse that are colloquially referred to as unit #33 and #35, respectively. I have relevant first-hand knowledge since my husband, Edward Jurzenia (b. 1944), 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 1 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. To the best of my knowledge, the Boathouse was built sometime before or around the mid- 1940s,as it was present for Edward's entire life.The original property owner stored his boat and marine equipment on the first floor of the building while maintaining a dwelling loft upstairs, 1 G which included a full bathroom and small kitchen. In fact, the black-and-white photo on the ' Property Card clearly shows the second-floor loft windows that are still present today. Both structures on the property (Cottage #33 and the Boathouse #35) have always been used as independent dwelling units, which would have been allowed at the time since they pre-dated any zoning regulations or the existence of the Building Department. Edward personally owned this property when I met him in 1975; he was living in the Boathouse loft at the time, and he rented cottage#33 as part of the motel so he could cover the mortgage.When Edward and I got married in 1985,we moved out of the loft, which Silver Sands then rented as transient housing along with#33.Silver Sands also used the first floor of the Boathouse as a meeting facility with a bar and kitchen area for the last 50 years,as it was Edward's dream to open a bar and cafe.Silver Sands continued to rent both dwelling units as part of the motel,as well as the first-floor meeting facility,until the property was sold to the current owners in April 2022. Very respectfully yours, Darline Duffy a P'� �-77 ------------ Ne ere Rd • Silver Sands co - .r INC , _ (\¢' 1 0 ' I I 1135 Shore Rd GooEarth ,- �"' � 200 ft • 1�I. i:5 ' , •f ��4y� "3' .'1::d4�`� �{�{ggY��+ }��,'4Yff�'�.'_ _t�;�:t�%;� -41 ItA 'i';, 1 .,iii'',,?v�'•p' .4 '� }-�w I�t, .t3+++ �;'jt) A-4,;jr,— '._ i. (� Al. 4'^ "Is .; 11i�n,tr '•• 1{}; L Y:u: ,.�I';; 1''•'i ' '•''"iY I:.•� •it°�=ri7':+`�9 q'�sy�i� `i�f..:till•.'.,. y?, ,�.: ,'• li ,( g ell n le ,'li lZ�.pl+.•;•�•y:('`•�i+'r':1:�,q ."r'r' , •t!' i�'f; ... nt,5't a 4,�"i l're I!'t?i. " t ,%f„�'`"t J:il •'7 r�' /J •`j�'4��e.1,� �o ,t +' ,�r%r:�Y��! ' • ',1 , ', ii � .+ .t8r,4 ''k,Cs,3yr'••5�'••.'a,fin') ,4 I v s � j ( ,i�!117° ,7�,n�'/�pc;�,,pdw , .���'h i'���GaY'P.EI�1'(q';'l�i."�'• ' S illi� � � ��;�e�Akr-� �`V ! •,`.p.,a ':,�•;-.c i his ' Q •. •;•; .Asa•;,;; •, i I'''ly,I-:.I='ti'�•' .:t".;(,(i,,; MAI rot, . •I• !• .I,,�`.l.::If.r DVC t " PIA CO Ir 11i I. N D _ rY''j�rlif'i;f tNei omJN C O " PROPERTY W S U RA N f E DATE(M M/DDIYYYY) 04/14/2022 HIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW. THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE ADDITIONAL INTEREST. AGENCY PHONE ------------ _l�fC,_No, COMPANY ------------- -- US ASSURE_INSURANCE SERVICES OF FLORIDA,INC. American Zurich Insurance Company P.O.BOX 10197 JACKSONVILLE,FL 32247-0197 FAX ------------- E-MAIL -------..__.....------_..--_...—..._,___ _(A/C�Not:_____.___•--_— _--_ADDRCSS:.1gaUdet@CIausenagency.COm CODE:A0013668 - SUB CODE: AGENCY '------'-'------- INSURED -----------------------------'- I NSUR ED -------.._..._.._._.--------------'------'-------------------- LOAN NUMBER POLICY NUMBER Silver Sands Moldings I LI-C 19215 Soundview Ave -------------- __ _ F_R73995001 Southold,NY 11971 EFFECTIVE DATEEXPIRATION DATE 04/13/2-022 04/13/202_3 CONTINUED UNTIL TERMINATED IF CHECKED TRIS REPLACES PRIOR EVIDENCE DATED: �--- PROPERTY INFORMATION LO CATIO NIDESCRIPTION 73550 Main Rd Greenport,NY 11944 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS EVIDENCE_ OF PROPERTY INSURANCE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THEPOLICIF_S DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. COVERAGE INFORMATION COVERAGE/_PF__RII_S I FORMS Builders Risk Coverage Form --------------_ AMOUNT OF INSURANCE DEDUCTIBLE_ Renovations and Improvements $5,000 Existing buildings or structures $2,657,900 All Covered Property at all Locations $2,638,500 $5,296,400 REMARKS Includhi Special Conditions) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE (DELIVERED IN ACCORDANCE INITI I THE POLICY PROVISIONS. ADDITIONAL INTEREST NAME AND ADDRESS — MORTGAGEE7T ADDITIONAL INSURED LOSS PAYEE -LOAN dP --- --_-_. _---_.----- '- _... ..... AUThI0Rl7_ED REPRESENTATIVE ACORD 27(2009/'12) ©1993-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DES�GNATED "MREGT HRED CONTRACTOR13) WARRANTY T his er'l(N) ie, s al - C'.C'K.,Ii''j'iERCIAL.,':-"ENEr\AL LIABILITY CCXVEF,AGE , 1, TED OPERP, -IONS COVE�-:AGE 17OF"M PRO'DUCTS WPLE SCHEDULE Designated "Dire-et HiTerd Contr-,jr easignited _tor,l(if-.4pplicable): None Approved SECTION, W COMMSRCIAL GENERAL LIABILITY C,0j4DjTI0NS()[thF,-COM44ERCAL GEMERAL LIABILI.1-Y COVERAGE FORM zvnd SECTION 1V- PRoDUCTS/C.OMPLETED OPERATIONS LIABILITY C014DITIONS cif the PROD LICT=0 NIPLETED OPERATIONS LIABILITY COVERAGE FORM, Ife to tc-111( I.-."andition Designated Cop-,tr-,Act0F GO'-It",Ictual Responsibilities (SCHEDULE ctbove For eirly -(-fire-fl hIc'E'd W"Itlactor" nut six,3C.Ifleo In low SCHEDULE alouve- yo.1.1 With [[-I, conditions; listed It.)e1ow' Is"ed In tl)E� SCHEDULE-abav--, 1Y to iDf'lv wori(pevrorn-led On youfbehali 1)y il)at cantractor{s), General Liol-,,Ility 1-I011CYIP41id-, a, the`cw,ecthi red carl j�Ire a rnt.d hos limits of in'suallce W1 IlGh'aIR-` 10 CA -1gr gate Lli-rill c Ild 000,oloo : b. t;��rn{_tllI,hb- ',MaILWG Of the aPPI1 )1e Stat c. tyle!rsur,tnc rs rrjc-2I-fsi hc.)1dinc kkll r3e�l r,�jtjng oil A,:V11 or !cl 1 .1 al�-I d. the in fi-lil folm--,oiithca.k 11-1 LrI(a L-fate ot vhich the c011rad for vrr,,rl,1--eii-Icl p c , (,F tEL 11 1,,,completed e rfc)f me-d i�,exer 1,11 Rd i 1"ItIt it-le .11 2. ref any,,vorkperton t)f I YCILIf i:yy af iy"dirr-,ld '-�Ot tt8tect -�o IL 9-1 the SCHEDDLE-above. you itiust awain a wtittel I- d agreernent ttlrat Ifed conlrEv" a. is slo'nend arld (.,Ixcc, tOr b,. IncleaLille s you, as -L-111 `artier :1! ar& rcqI,jIj--eci to indemnify a�- an addt,bn-W -ar-lo 1hrj v.,ork pcfkin-necl for you by the-diret; I'll 1'(-'-!4'1 C.(II-ItNAGZ(-5F' al-ld G L CI D 0,3( J02;22'I Page '1 cit Kcm-C, r',••;1,30 Inc uAll)Els pealw.,istcl. COMMERCIAL GENERAL LIABILITY POLICY NUMBER: CG 21 63 01 96 THIS ENDORSEMENT CHANGES 'THE POLICY. PLEASE READ IT CAREFULLY. - EXCLUMN - DESIGNATED ONGUNG OPE RAMN This endOl-SellIel-It nlodifies insurance provided under the f0ilOwilig: COMMERCIAL GENERAL LIABILIT'! COVERAGE PART SCHEDULE Description of Designated Ongoing operation(s): r it's intended use at the scheduled Any area of the scheduled location which ha,,-�become occupied al- utlized fo location. Specified Location(if Applicable): -)lete lient will be shown in the Declarations (If no entry al)pe ars above, information required to col-111 , rsei as applicable to this endorserne lit.) Unless is specified in theSchedule, this The following exclusion is added to paragr',aph 2., )plies regardless of where such Exclusions of COVERAGE A-- BODILY INJURY AND eXCILISi011 al-- Oerations are conducted by You (11' (in your behalf. If PROPERTY DAMAGE LIABILITY (Secti0r, al sI_ ,location" la, -iedule of .)eCifi(, Ition" is designated ted in the Scl Coverages): this endorsement, this exclusion applies only to the This insurance does root apply to "bodily injUrY 01 described ol-1961-19 Operations conducted at that "property damage" arising Out Of the ongoing--its I 9 "location". operations described it-' tl-,(- � Schedule uf tlFor the purpose of this (!lidorsernent, "location" endorsement, regardless of whether such operations means .premises involving the same or connecting are conducted by you Or Oil your be'nalf or whether jo s whose connection is interrupted only the operations are conducted for yourselt or for -ts, or ernise by a street, roadway, waterway or right-of-way Of a others. railroad. CG 21 53 01 96 Copyright,lit, InSUrarlCe Services office, Inc., 1994 Page I of 1 0 FORMS SCHEDULE The following are a list of endorsements and excir.rsions which will be part of the standard OL policy .1 FORM ENDORSEMENT NUMBER NAME KCN-GL 0000100 07 21. Common General Liability Declarations(Owners) CG 00 01.04 1.3 Commercial General Liability Coverage Form IL 001.7 1.1.98 Common Policy Condition,.; CG 0163 04 17 New York Changes-Commercial General Liability Coverage Form CG 20 1.8 12 1.9 Additional Insured - Mortgagee,Assignee, or Receiver Owners CG 2106 05 14 Exclusion-Access or Disclosure of Confidential or Personal Information and CG 2109 06 15 Exclusion- Unmanned Aircraft CG 2144 07 98 Limitation of Covet-age to Designated Premises or Project: Owners CG 2147 1.2 07 Employment Related Practices Exclusion CG 2149 09 99 Total Pollution Exclusion Endorsement CG 2153 0196 Exclusion- Designated Ongoing Operations Owners CG 2167 12 04 Fui7 i or Bacteria Exclusion CG 2196 03 05 Silica or Silica-Related Dust Exclusion CG 24 26 04 13 Amendment of Insured Contract Definition I<CN-GL 00005 00 07 2.1. Economic or Trade Sanctions KCN-GL 00006 00 07 21 Service of Suit KCN-GL 00008 00 07 21. Exclusion- Operations Covered bV a Consolidated Insurance Program Wra - KCN-GL 00010 00 07 21. Split Dedr.rct:ible Liability InsuranceAOwners) KCN-GL 00013 00 07 21. Exclusion-Asbestos KCN-GL 00016 00 07 21. Exclusion- Communicable.Disease and Infectious Agent I<CN-GL 00017 00 07 21. Exclusion- Continuor.rs or Pr2�2ressive In'ur or Dama e I(CN-GL 0001.9 00 07 21. Exclusion- EI FS I<CN-GL 00021. 00 07 21. Exclusion- Lead I(CN-GL 00022 00 07 21. Exclusion- Professionals Services Liability With Exception) KCN-GL 00023 00 07 21 Exclusion- Wildfire I<CN-GL 00024 00 07 21. Limits of Insr.rr•ance Amendatory No Reinstatement of the Pr•odUcts-Com leted I(CN-GL 00027 00 07 21. Exclusion of Certified Acts of Terrorism and Other Acts of Terrorism I(CN-GL 00033 00 07 2.1. Exclusion- Benzene _ KCN-GI-00034 00 07 2.1 Exclusion- Breach of Contract: I(CN-GL 00035 00 07 2.1. Exclusion- Cyber Injury With Limited Bodily Injury Exception I(CN-GL 00040 00 07 21. Exclusion- Residential Conversions I<CN-GL 0004100 07 21. Exclusion-Subsidence I(CN-GL 00042 00 07 21 Exclusion - Lon shore and Other Mar•itirne Laws KCN-GL 00044 00 07 21. Cancellation KCN-GL 00047 00 09 21. Exclusion- Designated Operations- Owners KCN-GL 00059 00 07 21 Polic Premium and Audit: Provisions KCN-GL 00055 00 07 21. Schedule of Forms KCN-IL 00003 00 1.0 21. Notice: What to do if a loss Occurs General Information KCN-GL 00018 00 .10 21. Exclusion--Cross Suits KCN-GL 00030 00 02 22 C)esi.nated Direct:Hired Contractor Warrant Owners GENERAL LIABILITY BINDER FOR: Silver errands Holdings I U-C DEDUCTIBLE )eduatibles) Deductible ZIPPHeS W: ( -Iju- -nent st4 Pxoen-k_S oefense�Costscwcurrenac- 000 COVERAGE TYPE AND DWRECT HIRED CQN_FFR/\(y-&R FZE:CO4Jl5ZE:1.4A-E:.110.T.i.;.!-.,...."_-."....",-.-.., ov evpa�_e: No \Na rLa nV C Direct Hired Contractors Min Limit Requirements S37 npc� Skalregate PCID Aggregak ated Contractor Markin Requirements to Designate �r: ee 1.J!I ed corltrac;l Cnaitaining hold �papncdi "Urt.,J Ell irnswa I anguage 11-1 favor()f 0',If In IIr�C1 contractor i_OI COMM% _!Lj Exhoorrient UsIlLi L- ILI,- BINDING SUBJECTIViTIES: ed iteIT11S ,11re re(vjjrpd.]. blnoc--�r 1b.Vold it any rif the izeni's alenoL il-lay To b4d cavemplf,� the kill0wW-19 Iisl tr_1 me mimpnion Wn me time vvith information pending M such an osVince, )vtdp agree to mind coverage m speahed vdi njem A-cTvetage to CW)Cellati 100 Need BY 50jectivities N OT I C E We reserve he nght W mthdraw, spsckia a w revise M ,,Wd .rrt-, 7nct cdJnditinrisfor' inswance phoy, induding, ID1jt not 11111ited zu: itIL, of triol CjUUtC'C' ()f tt,, prentiums or e axisMiniad as p Tf,i,e )ojif�y ��ee j__ -ject anci non-rekindame ano W1 Il it t b ,,fi.illy ezil, statcy r-equire-Ment I,i�i re-,-,ponsii)le& handling all SlArPIUS tiling, taxe5 and fee's. This i5 a NoriPArnitted bander for%ehich th e I Broke vNiarrarits that oia odor rnation provided isacoUrOte,, This bander was oWemd A ng uJoi rnation submated to u& vie awlicant _;j.jZ)�e 3. 1 ca .-)d ,ct trie ,pID 1 ant F1 comptele, and ii"uthfuii, With no rnitrepresentation i%riy identified covemple to CanCE911100n and or pow msdssoi,m. tl,tiiiW or Aher rVism" nksIl c9 II tl Anv pemon %-V11,0 lu zwry 1�*.11_A1[.'.1rt(,C! mawaims or calmsn! of il:on I n wrq iarr." rn'c"Le�rIal'-V tam inverml Men%. COMWA 0 RaWderF te. anii stvaii% al;,to be ..,o Claim le_l! adlJ{ctlU'I De revte%f.ed z�JJJCI CHSCLissed 4tvrth youi broke, copies of our AN endomemenBq ewusions and ionns shodd 31� in urame polows, enc.iorserrients ann forms are available, I Caveoge pmvicjed b,,e u9 Will I-equire your coopefati(:)n with Inspection" ancf1br requests far Information, Including but limited toan,on-site vi,-,it and a ixemrurt-1 aurlit, prem niuniaurj;t v,-iii I:,ye (ianc) at aie expiratton oftlii- IX)IICY period to determine amum poli y emmsms as canpr_-d tc) CrGtlil'18te Util!2C(l for this Lirtder Any CjveraijC' 0011 itrfied CILIHI-Ig the.audit Of expo8ure will result in rrionies, ati<°ed. ade m I lie K2 oinang si�ieei and Your acceptarice w iglecton of Me Tumnsm WWW"COMW Rina Iia will L'ma used lo record your decision Page 2 of 5 QCanst--0721 c. is enforceable and, to the extent the work is completed in New York or the written agreement is interpreted under New York law, complies with the New York General Obligations Law. 3. Prior to commencement of any worl< performed on your behalf by any "direct hired contractor" not listed in the SCHEDULE above, you, as well as all parties that you are required to indemnify or name as an additional insured, must be added as an additional insured to the "direct hired contractor's" Commercial General Liability policy required in paragraph 1.a. above and you must obtain and maintain for our inspection in the event of an "Occurrence" a copy of the endorsement(s) demonstrating: a. your status, as well as the status of all parties that you are required to indemnify or name as an additional insured, as an additional insured for both ongoing operations and operations inclt.tded within the"products-completed operations hazard"; and b. that such insurance is primary and non-contributory to other insurance that may provide coverage for the sabre "occurrence". 4. You must confirm the following applies to the general liability coverage meld any"direct hired contractor" not listed in the SCHEDULE above: a. Coverage includes "bodily injury", "property damage" and "personal and advertising injury" arising out of work being contracted for by you; b. Coverage does not exclude any claim, "suit", loss, cost, or expense arising out of any"bodily injury" to any person hired by that"direct hired contractor"; and c. Coverage does not contain any conditions or provisions that preclude coverage based on requirements for hiring or contracting with a "direct hired contractor". If at the time of an 'Occurrence", any of the above conditions are-not met with respect to any"direct hired contractor" not listed in the SCHEDULE above, this insurance will riot apply to any "bodily injury", "property damage"or"personal and advertising injury"arising out of or relating to the work of such"direct hired contractor". Solely for purposes of this endorsement, "direct hired contractor" means any subcontractor or independent contractor: i. to which you directly remit payment; and/or 60. with which you have directly entered into a contract. All other terms and conditions remain unchanged. KCN-GL 00030 00 (02/22) Includes matPage 2 of 2 erial copyrighted by ISO Properties, Inc.,with its perrnission Kmd GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION UCTION A D C T General Notes:E 0 RACTun ,N" , 0 S •� �"�///„/ , �'/ 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN :•�fJLt - l�I.- � . Com] -; 0 N 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: 1.�Vp���DESIGN ASSOCIATES T��+� - 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA 11 CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B• LOCKED AREA. 1' ' 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. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH F0.Box 1675 phone: (631)433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@opfonline.net 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. � MINOR DETAILS NOT USUALLY SHOWN CR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK Kehl Design Associates,LLC formerlyDAKAssociates,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. 7-�N. c/-�� /ii/ - - ,:> ;° r-➢/,;%� 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. OwNLRSHIP & USE OF DOCUMENTS: 5, corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE } These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED j ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF pro therein, are the retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. pe REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part of KEHL DESIGN rt thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. 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, ELECTRICAL, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• Fb - 825 PSI C. HEAVY DROP CLOTHS. ; REV. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 11-25-19 9. Design values: 03-05-23 8 a. Laminated Veneer Lumber (LVL): ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED 1N THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN E = 1 ,900,000 PSI 04-20-23 APPRO ED ,AS NOTED THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 285 PSI 9 4. NOISE AFTER HOURS: DATE: _�Ld_ Fib = 2600 PSI EB.P. #THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE FEE: A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, D DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE Joe. KEHL DESIGN ASSOCIATES, LLC. NOTE NOTIFY BUILDhJ � Di=PARTMENT AT 10. B. EXCEPT LEGAL HOLIDAYS. 765-1802 8 At�1 TO 4 �,M 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. FOR THE 1 1 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. FOLLOWING INS'PECTI,01NS: 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. 1. FOUNDATION - JV,'O ,REQUIRED 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. FOR POURED CONCRETE 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 2. ROUGH - FRAMING & PLUMBING 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. 3. INSULATION 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 4. FINAL - CONSTRU",T!ON MUST 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 L.L.C. L C. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT BE COMPLETE r�1!=i C.0 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 PROJEC? SHALL AT ALL TIMES PRIOR AND DURING THE COURSE L CONSTRUCTION :SHALL MEET THE 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 REQUIREMENTS OF THE CODES OF NEW DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE YORK STATE. NOT RESPONSIBLE FOR 14. DESIGN OR CONSTRUCTION ERRORS. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANYtS M TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, C OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ALTERATION LEVEL #L AS PER THE 2020 IS 1N UIL i�G DE-OF'NEW YORK COMPLYALLCODESOF 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 NEW YORK STATE & TOWN CODE 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. AS REQUIRED AND CON'DIT10NS O GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE R301.2.1.2 PROTECTION OF OPENINGS. NOTE: ALL ROOMS MEET OR EXCEED THE 2020 RESIDENTIAL CODE OF NEW YORK STATE Liu SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DE'TH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OLD J'V;v � - 25 lbs/sgft 130 (mph) C SEVERE J'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 4A 4A OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND 7unl r r 1a et rn n ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET r 6'Ct 1^�AM`ING BOAR 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 SOi!T ' , ; i TRUSTEF_S PROPERTY ZONE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. EXCEPTION: - NY- - RESORT / RESIDENTIAL 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) NAILING NOTES: TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE 2020 RESIDENTIAL- CODE OF NEW YORK STATE. DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE OCCUPANCY OR 1 PRESCRIPTIVE DESIGN - COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT 8301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE OCCUPANCY OR USE LIVE CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ��cE IS UNLAWFUL USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS 0 bWHERE WHERE THE ULTIMATE DESIGN WIND SPEED V,,,t IS 180 MPH (290kps) OR LESS. 8301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL ITI�OUT CERTIF(Ct UNINHABITABLE ATTICS WITHOUT STORAGE 10 LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS y USE OCCUPANCY b'g PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS UNINHABITABLE ATTICS WITH LIMITED STORAGE Zp STRUCTUAL PANELS a,b,c,d TABLE 8301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PAT'i THAT MEETS THE REQUIREMENTS FOR THE OF OCCUPANCY , RESORT / RESIDENTIAL R-3 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 i TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND ATTICS SERVED v ITH FIXED STAIRS 30 FASTENER SPACING (INCHES) SECTION. Acceptance of these drawings does not authorize the right to FASTENER TYPE build without the authorization of local governing agencies, such ) 40 TYPE GROUP BALCONIES EXTERIOR AND DECKS (e) PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL 8301.1.1 ALTERNATE PROVISIONS ( < 4 FEET SPAN < 6 FEET SPAN < 8 FEET AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE os Suffolk County Dept. of Health Services, Town Building LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH Departments, DEC, FEMA, etc, Verify all conditions, codes, and BASED ANCHOR WITH 2 16 10 8 V g FIRE ESCAPES 4o N0. 8 WOOD SCREW- THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. requirements with such agencies prior to construction. HEIGHT AND FIRE AREA GUARDS AND HANDRAILS 200h INCH EMBEDMENT LENGTH 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 'PROJECT: NO. 10 WOOD SCREW- 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD HEIGHT FIRE AREA GUARD IN-FILL COMPONENTS 50h BASED INCH EMBEDMEONT LITH 2 ENGTH 16 12 9 ( ) FOR ONE-AND TWO FAMILY DWELLINGS AISI-S230 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) L 19 HEIGHT BUILDING. PASSENGER VEHICLE GARAGESa 50a Y4 INCH DIAMETER LAGSCREW- THE VERTICAL DISTANCE FROM GRADE BASED ANCHOR WITH 2 16 16 16 %013411 L V E R %03ph A Ho, I)` S PLANE TO THE AVERAGE HEIGHT OF INCH EMBEDMENT LENGTH THE HIGHEST ROOF SURFACE UNLIMITED AREA ROOMS OTHER THAN SLEEPING ROOMS 40 =19'-9" AS PER CHAPTER 5 OF THE 7000 SF. PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES A0111111i WPM P= P AS PER TABLE 506.2 2020 RESIDENTIAL CODE OF NEW YORK STATE. SLEEPING ROOMS 30 FOR SI: 1 inch = 25,4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, i mile per hour = 0.447 rn/s OF NEW YORK STATE. a. This table is based on 180 mph ultimate design wind speeds V„It and a 45-foot mean roof height. STAIRS 40aQ 1135 SILVERMERE ROAD b. Fasteners shall be installed at opposing ends of the wood structural panel. 2018 International Ener Conservation Code IECC A Fasteners shall be located a minimum of 1 inch from the edge of the panel. GREEt�PORT, NY 1 944 TOTAL HEIGHT FROM RIDGE TO GRADE Max 22'-11" SECTION 8503 ALTERATIONS FOR SI: c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. 8503.1 GeneralBUILDING 35 LUMBER SPECIES AND GRADE a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors APPLIED OVER A 20-SQUARE-INCH AREA. having a minimum ultimate withdrawal capacity of 1,500 pounds. Alterations t0 any building or structure Shall Comply with the requirements of this Code for new ConstruclJon. Alterations Shall be such SCTM # 1000-47-02-15 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT that the existing building or structure Is not less conforming to the provisions Of this code than the BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE PROJECT TO COMPLY WITH CHAPTER 5 OF THE REQUIREMENTS OF THE existingbuilding or structure was prior to the alteration. bRAWLNG TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF 9 ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, 2020 ENERGY CONSERVATION CODE OF NEW YORK Alterations to an existing building, building System or portion thereof shall conform to the provisions of tills Code as they relate to OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. new construction without requiring the unaltered portions Of the existing building or building System to ccrnply With this code. GENERAL NOTES SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD Projects shall comply with one of the following: Alterations shall not Create an unsafe or hazardous Condition Or Overload existing building Systems. AlterctlonS Shall be such that the AREAS OF STRUCTURE OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, 1. Section R401 through R404 J WHICHEVER PRODUCES THE GREATEST STRESSES, 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" existing building Or structure does not use more energy than the existing building or structure prior to altercticn. Alterations t0 3 NEW CRAWL SPACE NA 3. The energy rating index (ERI) approach in Section R406 existing buildings Shall comply with section R305.1.1 through 8503.2 NEW FINISHED BASEMENT NA WORK TO BE PERFORMED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. g 9 P Y 9 , NOTES: EX. BASEMENT NA e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. (NY)TABLE R402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR 1443 SF REMOVAL OF WINDOWS INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT R503.1.1 Building Envelope. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL b c NEW FIRST FLOOR NA CLIMATE FENESTRATION SKYLIGHT GUILD CEMJ(3 WOOD MASS FLOOR BASEMENT sus d CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL AS NOTED FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF ZONE -FA=Tb U-FACTOR FENESTRATION PWALUE FRAME WALL WALL . RNALUE WAIL R-VALUE SPACE BUllding envelope aSSemblleS that art part Of the Olteratl0n Shall comply with Section 8402.1.2 or 8402.14, Sections 8402.2.1 through FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. SECOND FLOOR 436 SF 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED SHGCb,e R•VAILUE FINALUE' RNALUE ADEPTH R-VALUE NEW SECOND FLOOR NA 2) FILLING IN OF WINDOWS TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. RA4O2.2.13, 8402.3.1, 8402.3.2, 8402.4.3 and 8402.4.5. DESIGN PROFFIELD AL ASSUMES NO LIABILITY FOR OMMD UP DUE TO UNKNOWN OR NEW BALCONY NA 4EXCEPT - UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT AS NOTED g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN 0.32 0.55 MARINE 0.40 49 20 OR 13+!P 8/13 19 10/13 10,2ft FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, LOFT NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR EXCEPTIONS: The following alterations need not Comply With the requirements for new ATTIC (HOUSE)(o) NA 3) INSTALLATION OF DOORS MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN SEAL: DATE: ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN For SI: = 1 foot = 304.8 mm construction, provided that the energy use Of the building is not Increased: ATTIC (HOUSE)(b) NA AS NOTED THE PLANE of THE TRUSS a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less '` DECEMBER,14 2021 NEW GARAGE ADDITION NA than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the _ PROJECT NO: 4) REMOVAL OF DOOR THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS R-value specified in the table. � 1. Storm windows installed over existing fenestration. ATTIC GARAGEa NA f I *, EX. UTILITY ROOM NA AS NOTED BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. g '`�,�- ,/;6y. 1135-2022 EX. SCREENED PORCHES NA 5 INSTALLATION OF NEW C. 10/13 ° means R-10 continuous insulation on the interior or exterior o` the home or R-13 cavity insulation at the 2. Surfaced applied Window film installed on existing single pone fenestration �'�Q' t� 3. COQ yC}� DRAWN BY: 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH interior of the basement wall. �0�' �n �p '� BDK EX. OUTDOOR SHOWER NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS assemblies reducing solar heat gain, provided that the code does not WINDOWS AS NOTED NOT LESS THAN 30 INCHES "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the ;-.` ECKED BY: EXISTING DECK NA interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the require the glazing Or fenestration to be replaced. NEW DECK NA 6) INSTALLATION OF NEW 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous r� T NUMBER: SIDING 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. 3. EXIS11ng ceiling, W011 Or floor COVIt12S exposed during construction, provided EE U BER: EX. COVERED DECK NA that these cavities are filled with insulation. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. EX. COVERED FRONT PORCH NA 7 REMOVAL OF INTERIOR 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED Q 1684 COVERED ENTRANCE NA MEMBER DEPTH. R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to ^ 04 extend below the slab 4. Construction where the existing roof, wall or floor cavity is not exposed. UNDER FEDERAL COPYRIGHT LAW. S►ONiii POOL HOUSE CABANA NA WALLS AS NOTED THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 5. Roof recovered. PLANS MAY NOT BE REPRODUCED WITHOUT ACCESSORY STRUCTURE NA e. Reserved DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS WRITTEN AUTHORIZATION. THAN 10 POUNDS PER SQUARE FOOT. f. Reserved 6. Air barriers shall not be required and roof replacement (a) WITHOUT STORAGE h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than on R-value of R-19. Where the alterations or renovations to the building do not Include ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBEK: OF KEHL DESIGN ASSOCIATES, LLC. (b) WITH STORAGE SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE h. The first value is cavity insulation, the second value is continuous insulatioi, so "13+5" means R-13 cavity insulation CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE plus R-5 continuous insulation. alterations, renovations or repairs to the remainder Of the building envelope. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE 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 T) KEHbDESIGN-ASSOCIATES,ILC ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. insulation is on the interior of the mass wall. PROOF OF PURCHASE. I SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF d TWO 8d NAILS THIS MTS 2 0 T S 2 0 r LARCH - 2 L SIDE OF TRUSS. PROVIDE (1) HCA10KT ON ALLOWABLE LOADS LOAD m ° SIDE OF CEILING JOIST FASTENERS LATERAL WITH MODEL GA TO UA LI LPLIFT (133/160) 8dxl4" RODE TOTAL FOUR /. o No. NAILS 8d NAILS AND ON SIDE OF RAFTER TO TO i- f AFTERS ULT. 5-- R0 4111 INTO TRUSS. / PLATES STUDS (133; (160) F, Fp (133& STU �- TRUSS SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = TAKE—UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES PROPER INSTALLATION PROCEDURES residential & commercial design . consulting •i — H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° e o P0.Boz 1615 phone; (631 433 9084 DIMENSIONS FASTENERS TWOo ART 'x12 e (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS o Southold,New York 11911 E NtQl; $$bn654 OpfOnllne,nef MODEL GA AVG 2 CODE INTO °• ° NO. MAX. CLEAR ULT. LFTA LFTA REF. PLATES WIDTHSPAN L QTY DIA 1 2 24 3 31 1} 2' 21" 3 31EIGHT SP4 8d NAILS 1205 1400 5, 44, 85 INTO Kehl Design Associates,LLC®formedy D A K Associates,LLC LFTA 16 2 17" 3g "16-10d — 4200 STUD rZi ii/ r 'OWNERSHIP & USE OF D0CUMLNIS: DOUG—FIR LARCH / SO. PINE These drawings and specifications including the FASTENERS ALLOWABLE UPLIFT LOADS" MODEL L AVG 10d 10d x 1�' CODE ULT. REF. o N0. 1od 10d x 1�" LFTA L S TA 21 therein, are the property of KEHL DESIGN ideas, design and arrangements represented (133 / 160) (133) (160) ASSOCIATES, LLC. No part thereof shall be MTS16 16 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 0 o Simpson Strong—Tie copied, disclosed to others or used in connection ° oo HGA10 with any work or project other than for which MTS20 0 ° 20 14-10d 14-1od x 1�" 3116 1000 840 loco 3, 41, 12a DETAIL "I�" i they have been prepared without written consent. AR T�'x 12 R EV. LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 0 COUPLER DETAIL LER NUT "�E" °° STU 8 1 1—25-19 DOUG-FIR-LARCH Equal number of �SIMPSON 03-05-23 TYPE OF DIRECTION SO. PINE CODE specified nails In o0 ALLOWABLE LOADS REF. MODEL CONNEC— OF LOAD N0. TION FLOOR ROOF (133/ p each end TAKE—UP WASHER o4-20-23 (100) (125) 160 I' Simpson Strong—Tie G 515 645 670 CS16 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOWN HOLDOWN ART 'x12 DEFLECTION DEFLECTION CODE STUD LENGTH OF BOLT 2,3 AT HIGHEST MODEL MACHINE AVG AT HIGHEST REF. N0. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY ° BOLTS ALLOWABLE 0 B s0 CL DIA"'e DESIGN LOAD DESIGN 0 GA GA HB SB W H OTY DIA 1}" 2" 2}" 3" 3° 52" LOAD WHEN RAISED OFF ° o THE SILL PLATE 0 0 HD2A 16 12 4" 2J" 2J" 8" 2J' i" 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 o 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG NO. W L STUD PLATE ULT. DF / SP CODE (133)2 (16 0)' REF. SP4 3A 71" —10d x 1j" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA yy L NAILS FLOOR (133) (160) REF. 00 1co WORK NOTES: LSTA21 20 11" 21 16-10d 905 1 1205 1 1295 7, 40. 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o N0. GA W L NAILS FLOOR (133) (160) REF. Simpson Strong—Tie STU 5 — MSTA24 18 1'" 24 18-10d 1G25 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L SPACING REF. HD2A NO. (LENGTH END GA CUT LENGTH (TOTAL) (1 00) (133 / 160)2 oc• TAKE—UP WASHER OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong—Tie C516 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS ON. U — IR A H IN A WA L A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION No. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3�" 4J" 2 4-16d 4-16d 6076 1140 1160 — 1000 — 1150 1250 7, 40, 127 DETAIL "I" ON W— HUS210-2 14 3A 9j 2 8-15d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUT DOUG—FIR AR H PINE ALLOWABLEA ART 'x12 STU 5 - 8 FASTENERS UPLIFT LATERAL CODE MODEL UAVGLT. UPLIFT (133/160) REF. SIMPSON WASHER N0. GA TO RAFTERS TO PLATES TO STUDS (133) (160) F E, 160 Acceptance of these drawings does not authorize the right to HGA10KT 14 4—SDSa"x12" 4—SDSJ"x3" 1523 435 435 1165 940 p 9 9 build without the authorization of local governing agencies, such 1 as Suffolk County Dept. of Health Services, Town Building Depar lmen is, DEC, FEMA, etc. Verify all conditions, codes, and USE A MINIMUM OF SP4 TWO 8d NAILS THIS requirements with such agencies prior to construction.SIDE OF TRUSS. CNW— P ,q COUPLER NUT S Jr `t PROJECT: TOTAL FOUR ® SE A MINIMUM OF 8„ INTO TRUSS.NAILS TWO 8d NAILS THIS MTS16 STU J SIDE OF TRUSS. - LSTA21 ANCHOR BOLTS SIMPSON INMTS16 SIMPSON TOTAL FOUR /• TAKE—UP WASHER 8d NAILS HD2A Strong—Tie NTO TRUSS. LSTA21 HUS210-2 I L V E S A IN" %`3)' MOTEL F1 TWO ° o 8 AILS ° TO 1135 SILVERIVIERE ROAD BdANAILS TES EIGHT ® Y GREENPORT, NY 11944 TWO gd NAILS INTO INTO "All STUD Simpson Strong—Tie PLATES °°�° DETAIL A H7 EIGHT N NAILS ® DETAIL 1 11 DETAIL "G" ISTUD Simpson Strong—Tie ° DETAIL "J" BUILDING 35 H7 Simpson Strong—Tie "Ll' � �� LFTA ROD SYSTEM DETAIL L SCTM # 1000-47-02-15 DRAWING TITLE: LFTA LFTA Ridge Strapping NOTE: °°°° ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 BP ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 ' 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. SIMPSON WINDLOAD 1'-0" DEEP POOL x 8cu.ft. ' DIA. = 22.3 cper vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. 3" THROUGH ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. STRONG-TIE DETAILS 1�t FLOOR ROOF ROOF AREA = 1604 sq/ft AND I 3 LTP4 Z„ 3' EXISTING v = A x R x c PLUMBING RISER DIAGRAM GUM IIATI M A = 1604 sq/ft EXISTIG LTP4 IQTCHEN 2.. 2 3" z" R = 2" RAINFALL = .17 ft ' /`� ' 3' LTP4 DETAIL "V" AA BOVE GRADE F.A. VENT MIN. C = COEFF. = 1.0 NOTES: p1N _P I Simpson Strong—Tie Ridge Strapping st FLOOR =LAB 2' st FLOOR V = 1604 x 1 X .166667 = 267 O.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Floor—to—Floor Connections Detail 2 ' 3" 2•. 1 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE 3" 267 / 42.25 VERTICAL FT, / FT = 6.3 V.F. FIELD CONDITIONS AND DI EST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 3• 3. 3' 4' 4• PROSECUTED TO THE FULL LTP4 DETAIL nBn DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE USE (2) 8' DIA. POOL 3'-6' DEEP = 7,0 V.F. UNSFORESEENGN FIELD CONDITIONSESSIONAL EAND ORS NO AADD�IONSRBASED IUPON ONS DCOMMUE ENTS NOT OR 3•• 3" 3" TO SCDHS APPROVED FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong—Tie R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL SEWER SYSTEM OR Floor—to—Floor Connections LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PLUMBING RISER DIAGRAM (NTS) 267 / 68.4 VERTICAL FT. / FT - 3.9 U.F. SEAL: DATE: 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 USE (1) 10' DIA. POOL 4'-0" DEEP = 4.0 U.F. DECEMBER,14 2021 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS PROJECT No: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS -- 1135-2022 SECTION. POOLS TO BE PLACED ON OPPOSITE SIDE OF Qi f I�'�-�f' DRAWN BY: No SUBSTITUTIONS WORK TO BE PERFORMED HOUSE AND/OR LEADERS TO BE PIPED TO ��@� �. r�,�}�.�� BDK R301.1.1 ALTERNATE PROVISIONS All framing hardware shown on these plans, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE �o " ECKED BY: POOLS (1/2 OF THE ROOF TO DRAIN TO EACH unless otherwise indicated, is Simpson Strong—Tie. LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITHr,r� �'; � No substitutions are approved or authorized. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 1) REMOVAL OF WINDOWS AS NOTED POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC —T T NUMBER: Due to the relationships of framing hardware to SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). �_ 1 AWC WOOD FRAMED CONSTRUCTION MANUAL WFCM the other components of the structure, any framing ) ( > 2) FILLING IN OF WINDOWS AS NOTED 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD t`'' 0516 _ hardware substitutions will render these plans FOR ONE—AND TWO FAMILY DWELLINGS (AISI-5230) 3) INSTALLATION OF DOORS AS NOTED ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA D ' FESSIO����� G2 null and void, and will result in the instoller/contractor 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) WHERE TRAFFIC IS TO BE PRESENT, assuming responsibility for the design and 4) REMOVAL OF DOOR AS NOTED performance of the entire system. I DOB NUMBER: OF 5 INSTALLATION OF REPLACEMENT WINDOWS AS NOTED IF A MULTIPLE POOL SYSTEM IS USED AROUND THE ) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 6) INSTALLATION OF NEW SIDING BE DIVERTED TO EACH POOL =© MDESIGN•ASSOCIATES, uc 101 ) 1 1 /% / 1 -84., EXISTING EXTERIOR CONSTRUCTION TO REMAIIJ _ -6„ 118„ 11'-04,. ,-28" 16'-5" - r-� 4 KEHL DESIGN ASSOCIATES roc Provide New Provide New 3080 Door Fill-in Existing Fill-in Existing 20805L/6080 Door Replace Existing Windows with Window ",N Window ^N residential & commercial design . consulting 26310 1" 26310 96"x 96" Picture Unit r7 LVL Header / (2)1,41,' 21, LVL :I : I J 2 1 'x9 LVL Header 1 / Outside Wall Height Above the Floor is 183.5" 2x12 Rafters - 24"oc. r1 °>'1 0�;/ PO.Box 1615 phone; (631433-9084 " CDX Roof Sheathing /, , LC) Southold,New York 11911 E-Mail; ssbn654@optonline•net 15� Felt or Equal n GAF Architectural Roof Shingles <1 / I I Q ab 3 u7 R-38 Insul TianL / o o Z) Kehl Design Associates,LLes,C®formerly D A K Associates,LLC Exposed 2x6 Spruce Deckln E X. 2 x 6 s @ 4 8„O C. a DI 3 j .”.'��'%JIB%%//...,.77- l%T ?'�r??� r _O1 o / � OWNERSHIP & USE OF DOCUMENTS: °� a I ��/ �b✓ �x These drawings and specifications including the Ex. 2x6 Exposed Sub Rafters - 24"oc. x 'o o x w Exposed 2x6 Spruce Deckin wao v� STORAGE I �I / -N zx ideas, design and arrangements represented Soffit p p g o�� i� OI // COS N a ^ therein, are the property of KEHL DESIGN E AREA vI / / ASSOCIATES, LLC. No part thereof shall be Ice and Water Shield 0 ° (V�' 1x6 Atek Fascia® Or copied, disclosed to others or used in connection (2)2x4 Top Plot e5'-1" �� with any work or project other than for which 3" Ezterlor Shea in Provide Simpson Hurricane Tydown® 32" 15'-44" 35'-9" �� the have been prepared without written consent. Ing 1x Woll Planking STORAGE Iyv R-13 Ins tion Blue Skin House Wrap or Equal ® AREA °o `� O �D y p p I � � � Cedar Siding® v g" �I REV. 2x4 Stud's 16"cc. I JI 6� " (D I + �/ 'o 0 1 1-25-19 """►►► � a 03-05-23 2x4 Sill 4' COX Sheathing = o STORAGE o -0 04-20-23 �� E 0 04-27-23 2x8 Floor Joists 2x8 Floor Joists 2x8 Floor Joists AREA W 2X8 Box Peom R-3 nsulation Insulation NLn N X N AC/HT v a (2)2x4 Top Plate ',N UNIT v 4'. Exterior Sheathing 1x Wall Planking R-13 Insulation STORAGE r STORAGE H 2x4 stag's 16"aa. AREA AREA Tank Lo 2x4 shoe STORAGE 00 a 3 2x4 Sir AREA Anchor Bolts 4" PC. Slab �� 1 1'-1" 3 0 Co Utility Shed Ca K 8" CMU. Foundation � Ceiling Height Above the Floor is 91.75" V w 0 �+m x 16"x8" Conc. Ftg. 8 N o Min. 3'-0" Below urao V v hro Final Grade, Q Ln ;WORK NOTES: 200 200 200 UP I n Amp Amp Amp 15 Ris rs 8" CROSS S A Pnn21 Pin P rRR�n21 14 Trecds Outside Wall Height Above the Floor is 183.5" SCALE' 1/4"= 1'-U" � 00 �-IN � Fill-in Existing Fill-in Existing 1 O Win' ow Win ow r7 31'-4sg" 11'-02.. 9'-38" 1'-81 4 EXISTING EXTERIOR CONSTRUCTION TO REMAIN c FIRST F PLAN U 35 _13 11 SCALE: 1/4"= 1'-0" 011 3 2x12 Rafters - 24°oc. a CDX Roof Sheathing n Ice and Water Sheild —� GAF Architectural Roof Shingles R-38 Insulation EX. 2x6 @ 48"oc. !15' 7- 4"— 12'-84" 2'-11" 36'-0 „ x Ex. 26 Exposed Sub Rafters - 24"oc. Rept Windowtingf Soffit Exposed 2x6 Spruce Decking AR31v Outside wall Height Above Acceptance of these drawings does not authorize the right to Ice and Water Shield m the Floor is 77' II I II II II I I p g 9 ( ) x4 To 2 2 1x6 Azek Fasciae 1 build without the authorization of local governing agencies, such P Plate 3�� 4� II 11 II II II II 11 II Provide Simpson Hurricane Tydown® a, as Suffolk County Dept. of Health Services, Town Building II II II II II I) II II Departments, DEC, FEMA, etc, Verify all conditions, codes, and , Exterior Sheathing 1z Wall Planking _ 1 11 II I II 11 1 Blue Skin House Wrap or Equal U requirements with such agencies prior to construction. I � Cedar Siding 2x4 Siud' 16"0c. I I II II 11 11 a 1 II I I I II I 1 R-1 elation Ceiling Height Above the Floor is 102" 1 1 1 1 II 11 it 1 PROJECT: STORAGE II II II II II II it II AREA .S-C STORAGE II II II II II II it II SILVER' w 3N x AREA 611 611 oil 6II ()11 611 ()II U11 Ute" �_ =°II -°II °II =°II -°II _°II =°II =°II 3 N� 4" Exterior Sheathing 1z Wali PlankingI X11 X11 `Oil 00 Oil 00 00 I UTEL 11 1 1 11 I I 11 @II •t SII SII X11 SII X11 SII X11 1011 1135 SILVERf�iERE ROAD 2x4 Stud's 16"oc. i� Q) Q) Q) Q) Q) Q) Q) Q)cn11 Mil cnII CnII U11 Mil U)11 U)11 R-13 Insulation O cn M to co U) 0 co V) SD X11 SII X11 X11 X11 X11 SII X11 GREENPORT, NY 11944 2x4 Sill s s N 2x4 ACO Sill p N �L2o H-II SII I—II FII FII t—II SII FII i Anchor Bolts 4" PC. Slab r N a Q X11 X11 SII (-oil (-OilSII X11 SII BOAT HOUSE 35 N o a NII NII x11 NII NII NII NII NII N 8" CMU. Foundation II II 11 11 11 it 11 11 SCTM # 1000-47-02-15 16"x8" Conc. Ftg. I 1 1 11 II 1 1 1 �' 'DRAWING TITLE: Min. 3'-0" Below STORAGE _ 11 1 1 11 11 1 11 Final Grade, J AREA 1 II II 11 11 I 1 I PRE—EXISTING C 3 N._. ` 1 II I II 11 it 1 1 � FIRST FLOOR PLANS CROSS SECTION B wC: ^� 9 3�O ex ° 4' 4' 4' 4' 4' 4' 3'-9" a oN� II 11 11 11 II II II 11 4 AS NOTED 3 11 11 II 11 11 11 II 11 SCALE: 1/4"= 1'-0" O -------- Ceiling g Height tote ________-- 11 11'-1" I I II 1 I 1 11 �Xt U NOTES: a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1 I N I 1 11 I 1 1 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 1 1 II I 1 I PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL w 1 1 II I I I FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE wDN DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR a °oj I 1 11 I I II UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 14'-1 14" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Outside Wall Height Above the Floor is 77" 1 II 11 11 11 11 11 'SEAL: DATE: 3 Fill-in Existing Fill-in Existing DECEMBER,14 2021 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE in owA Window PROJECT N0: � B PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 101 101 1135-2022 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PZE OF NFA, DRAWN BY: LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROCF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS 5I J. y BDK PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS ' -11" -2" 5'-6 " OWN ���1' p-y� OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE 4 � � �"� Qp � CHECKED BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION, BUILDINGS ALL HEADERS ARE TO BE 15'-74" 36'-O2" y RB AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS (2)13/,"X 74' LVL UNLESS 1'-8a" SECTION. OTHERWISE NOTED S EET NUMBER:�� °�, n�R. � R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE NOTE: PROVIDE FIRE BREAKS SECONID FLOOR P UNIT 354 �t� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. Al 01 WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH AS PER Si THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. THE 2020 RESIDENTIAL CODE OF SCALE: 1/4"= 1'-0" DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) NEW YORK STATE 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD h FOR ONE-AND TWO FAMILY DWELLINGS (AISI-5230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) © KEMDESIGN-ASSOCIATES,uc / /;moi`. /" /%r .�i�• .., .�.,, ,":. '��`/';�; EIL1 Eii! / 111L 11U1LL11 J LL Ll 11 IJ1 LI SLI IUuLLL�LL 11 KEHL DESIGN ASSOCIATES �c LLLlllu���LLLL I LL , � U ul1 1 u L1J L 11 u� I l l l l n l 11 1 1 1 1 u u 1 I� I I I L n 1��i �� i ILLuu-LLUJ � ttt I I I I i1Jl I I I 11111 1 ILII IIII 111 I�I LI ILLLU I residential & commercial design . consulting ' 1-i1J-��_ u��llA-� J�w!-f LT J J IIII 1 I ll_J�-L!1_111-�fLU ' ll 11 I IIII 11 SJI ii LH-11�LI II II II IJ II II JI IIIIII lI III III A Lll_JJ lI I� L II LI II LLLJ L I L IIIIII J 1 I' III P0,Box 1675 phone: (631�433-9084 I U L L L1U L 11 L L 11 L LL U L 11 1 1Ll ILI_I1 J11 »LII 1 I u 1 11 1 LL 111 11 11 L l 11 tILL1 ll �J III L ! �l I I I I I IIIIII IIII H 11 11 11 11 1111 11111111 11 1111 Ill Ili 1111 1 11 1 Ill Ili 11 Hill 11 111111 111111 111111 11 11 1 I I 11 1 1 ii I r Southold,New York 11971 E-Mail: ssbn654soptcn,re,net _u11J1 L!LI�W_�! ! uLW�I J_L W l_J_U111_lu-L11 LIM jl J l 111 J1�1_ll,Lull _I1.J 11_u lJ 1J1u�l�llu JLu ! III I ILLu11L ] L Kehl Design Associates,LLC e formerly D A K Associates, LLC ! LLI IL ••rr-a�^-rr>i%%/i'v-r•. /ii{ii•,/.r/,-•.. LLu�I II III III �I II II LI t l ILII II ISI I Ll LE OWNERSHIP & USE �F L U DUCUMLNiS: 'ill �i L I JLLL 1W_ L1L_LLU I I IIII 1 1 1 1 1 1 1 ILL1�.1 -- I ��-1� l l l l l l l l l l These drawings and specifications including the 1 J1I ideas, design and arrangements represented propertytherein, are the G ASSOCIATES, LLC. No pat thereof shallbe copied, disclosed to others or used in connection with any work or project other than for which I � they have been prepared without written consent. R EV. 11 -25-19 I i 03-05-23 I I I I 04-20-23 I I I I I I 1 I I NORTH ELEVATION- WEST ELEVATION_ SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" WORK NOTES: I_LL11__1uu u�l tl�1 11 fl 1 111L_I1 1111 L1 1111 Lu�1 Tui ILLI LLI Iu l Ll iu Ii Intl II II 11 11 LJ-LJ III II II I1 II J IJ II L uuui 1u �I IIIIII IIII 11 II Lu II L i1 i-iU i u ul 1 �i Iii L u ul I u ul u u1 L�uJ I u III III ul�u iLdILL J I I I �1 ll E l u l Lu 1 11�1�IL LU LILL LJ1J!I Ll L L 1 11 IIII 11 11i1 1 1 11 11 11 11 11 ��� L 1 �j ��1 11 11 h l l 11 L I u 1 u 1 L-L LJ IIIIII IIIIII IIIIII I I I I I t l 11 11 11 11 11 11 11 11 11 t1 l t l t l l l l l l l l l l I I I I I L11 LLl LJJ W L 11 L L W LIJ I U LJ I I t�I lu uL u I I I u �l I I I I I I I I Ll t� LII I I I I I I I I I I I I IJ IJ I I I I I I h I u LTJ _J i' '! III I IIIIII 11 11 11 11 11 11 !III IIIIII I t IIIIII �1 1 1 11 1 1 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1IE I I iJ IIII �I L LJJ u u1J L I L u I III ; IIII 1!1 I I IIII I I I I I I I I I I I I I I I I I I L I_ III IIIIII ( I I I I lj JJ LJ I LJ I I I I f U �I u LJJ uL I I u l�J (I I I I Lh I IJ I LLJ1 (I I I LILLuL I JJ L�� I �J LJJJ a uJJ L LL L 1LL1-]]__I L I I11J LLl 1111u11_LL�1 J 1J1 _ u I I I (J LI (I I I I I I I I jj� I I I LJJ L u f f IL LL IJ I 111 11 11 11 L I_I IIIIII LI u I u uLl I I .1,1i ILI_i- Lh- 1J_J J_Luh I I t l I I I J_J I I 111 IIII 1LI I I 1111( 1 I I I IIIIII I I -LIL I I D I_L_ IIII III IJ I I (J I I L I � f I I I � I I I I � I u u jJ Lu LTJ I I I I �j I I I LL I 111 I I I I I I I J IJ I I IIII IIIIII I I L I I I LI 1 I I IIII I I I I I I I L I I I IIII (I L I I�J( I I I I IIII I I IJ IJ I I Illi u_I— 111 LJ( IIII II VII IIIIII 11– J111 J11� I L l l lLU I I I IJ I I ll I I u1LJ_ I I LJ I I I IBJ I ILLI I W M I LI I i11111i 11111 111111 11111 11 ill 111111 111111 [1 1111 1 [IJI I II I I ILI I I IL II I I ILII I I IU LLLL.11 L 1 1 LLLL111- L I llLiL11 a IIIIII IU11L1llllLJ11 J L1JI_I IMII_ILII-i 1 .L � ' I Iu i Lu II 111 III I jJ 111 ISIII 1 II _ _ - t uu 1 LII u LLLLLI L ILL 1 I 11 I I uL III l 1 Il`l 1 uL I U L uTILT L I I L uLL Wu M LI uLl uII)1U1I�u1� LW I�IIIII I � Acceptance of these drawings does not authorize the rightht to � II1_ L I IL ILIIJL ILuJULI I I 1_ IIIIII 1111 11 1111 J build without the authorization of local governing agencies, such chII as unty f Health T Suffolk s,DepartmentDEC,DFEMA�etc, Verify eall cBuilding tionscodes, and requirements with such agencies prior to construction. PROJECT: S I L'VE . fi,k 1 Vi 0 T E I L i 1135 SILVERMERE ROAD GREENPORT, NY 11944 BOAT HOUSE 35 SCTM # 1000-47-02-15 SOUTH ELEVATION- EAST ELEVATION DRAWING TITLE: SCALE: 114"= 1'-0" SCALE: 1/4"=1'-0" ELEVATIONS AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AIID OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: DECEMBER,14 2021 R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH _ PROJECT NO: THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1135-2022 R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL ��' �;^. DRAWN BY: LOADS, INCLUDING DEAD LOADS, LIVE LOADS,ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS G)'`� PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS ,p `� °�,1, * BDK OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE ALL HEADERS ARE TO BE NECKED BY: TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS 3 �`; AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS (2)1/,X 74 LVL UNLESS I � ; RB OTHERWISE NOTED "'-.r-�%� �=' SHEET NUMBER: SECTION. } R301.1.1 ALTERNATE PROVISIONS NOTE: PROVIDE FIRE BREAKS O 0516 , A201 AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE AS PER 1��'° LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THE 2020 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. RESIDENTIAL CODE OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (VJFCM) NEW YORK STATE DOB NUMBER: OF 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI-5230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) © 1EI[r]DESIGN•ASSOCIAM,uc