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HomeMy WebLinkAbout46787-Z TOWN OF SOUTHOLD �V BUILDING DEPARTMENT TOWN CLERK'S OFFICE - SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46787 Date: 9/7/2021 Permission is hereby granted to: LI Chptr NYS Archeol Soc PO BOX 268 Southold, NY 11971 To: Construct repairs and alterations to entry at Indian Museum as applied for and with Planning Board approval. At premises located at: 1080 Main Bayview Rd., Southold SCTM #473889 Sec/Block/Lot# 70.-7-18 Pursuant to application dated 8/11/2021 and approved by the Building Inspector. To expire on 3/9/2023. Fees: COMMERCIAL ADDITION/ALTERATION $250.00 CO-COMMERCIAL $50.00 Total: $300.00 �3 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 7b5-9502tts: vid Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only _ _� JM = 'rte PERMIT NO. `g Building Inspector: Applications and forms must be filled out in their entirety.Incomplete � . applications will not be accepted. Where the Applicant isnot the owner,an i l i Owner's Authorization form(Page 2)shall be completed. i i Date:May 15, 2021 OWNER(S)OF PROPERTY: Name:The Inc.LI Chapter NYS Archaeologic Assoc.(Southold Indian Museum) SCTM# 1000-7 b --____T; �DEPT- 7 Vz_� - Project Address:1080 Main Bayview, Southold NY 11971 Phone#:631-765-5577 1 Email: Mailing Address:PO Box 268, Southold NY 11971 CONTACT PERSON: Name:Keith Reichl Mailing Address:PO Box 268, Southold NY 11971 Phone#:631-649_2778Email:reichlkeith a@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#:' Email: CONTRACTOR INFORMATION: Name:pldwood Inc Mailing Address:PO Box 1461, Mattituck NY 11952 Phone#:631.740.4918 ( Email:oldwoodinc@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration IRepair ❑Demolition Estimated Cost of Project: ❑Others to q 2'.©D Will the lot be re-graded? ❑Yes -14o Will excess fill be removed from premises? ❑Yes . o 1 i PROPERTY INFORMATION Existing use of property: .. Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑YesI�lo IF,YES, PROVIDE A COPY. Box After Reading: 'rhe owner/cararactor/design professional i nsible for all drainage and storm wafer issues as provided by VeCk 236 of the Town Code. APPLICATION I5 HEREBY MADE to the Building Department for the issuance of a Buildft Permit pursuant to the Building tone ('Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Lawn Ordinances or ftegulations,for the construction of bulkii.gs, additions,alterations or for removal or demolition as herein de The applicant agrees to comply with all applicable laws„ordinances,building code, housingend iaaon annd it authorized on and in building(s)For necessaryinspections.False statements me herein are punishablas aC1 ant to Section 210AS of the New York State Penal Law., Application Submitted (print name): � ' Authorized Agent ❑Owner Signature of Applicant: - - - - � � - � Date: STATLNEW-YOR.K) COU �) being'duly worn,deposes and says that(s)he is the applicant a f individ_ Igning contract) above named, (S)h is the I f AD'WIJ I (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work anis 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 .20 NotaW Pubo PROPERTY OWNERZATI� EL A ATE OF NEWYORK (Where the applicant is not the owner) t0.=41OO6205435 A;lqBlftd in Suffolk County My C mrnis i n Expires May 11,202�67 i, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O. Box 1179 f soot 54375 State Route 25 ' Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold NY Telephone:631 765-1938 www.southoldtow-my.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 13, 2021 Mr. Anthony Portillo AMP Architecture 1075 Franklin Road Laurel, NY 11948 Re: Approval - Site Plan for Southold Indian Museum (LI Chapter, NYSAA) 1080 Main Bayview Road, Southold SCTM#1000-70.-7-18 Dear Mr. Portillo: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, July 12, 2021: WHEREAS, this site plan is for the proposed construction of an ADA-compliant parking stall and the addition of an ADA compliant lift with new front entry to an existing museum on 1.12 acres in the R-80 Zoning District; and WHEREAS, on February 24, 2021, Anthony Portillo, authorized agent, submitted a site plan application for the proposed construction of fourteen (14) parking stalls and the addition of an ADA compliant lift with new front entry to an existing museum on 1.12 acres in the R-80 Zoning District; and WHEREAS, on March 22, 2021, the Planning Board found the application incomplete for review; and WHEREAS, on March 23, 2021, Anthony Portillo, authorized agent, submitted revised site plans and additional information for review; and WHEREAS, on April 5, 2021, the Planning Board accepted the application as complete for review; and Southold Indian Museum Page 2 July 13, 2021 WHEREAS, the Southold Town Planning Board, pursuant to §280-133 C of the Southold Town Code, has the discretion to waive any or all of the requirements in §280- 133 for those applications involving uses strictly related to agriculture as long as they are not necessary to further the objectives set forth in Town Code §280-129 to maintain public health, safety, and welfare. The Planning Board has found that this application is eligible for a waiver of certain elements of the Site Plan requirements because it is an existing museum building with low usage, the details of which are included in the Staff Report dated April 5, 2021; and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-931 S , has the discretion to vary or waive the parking requirements for Site Plan Applications where doing so would not have a detrimental effect on the public health, safety or general welfare, and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of parking requirements because of its low frequency use and existing grass parking areas with no proposed change; and WHEREAS, on April 5, 2021, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the following description for NYCRR 617.5(c)(7) "construction or expansion of a primary or accessory/appurtenant, non-residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls,...; and WHEREAS, the proposed action is exempt from review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on May 3, 2021, a Public Hearing was held and closed; and WHEREAS, following the public hearing and reassessment of the proposal, the applicant significantly reduced the proposed action on site to be consistent with their original intent of a single ADA compliant parking stall with new lift access an existing main entry; and WHEREAS, on May 20, 2021, Anthony Portillo, authorized agent, submitted revised site plans for review; and WHEREAS, on June 7, 2021, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore be it RESOLVED, that the Southold Town Planning Board hereby waives certain Site Plan Application requirements as noted above; and be it further Southold Indian Museum Page 3 July 13. 2021 RESOLVED, that the Southold Town Planning Board hereby waives the parking requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board grants Approval with two conditions to the Site Plan entitled "Indian Museum" dated May 15, 2021, and prepared by Anthony Portillo, R. A and authorizes the Chairman to endorse the Site Plan (page PD-3) after condition 1 is met. Conditions: 1. A use certification by the Southold Town Chief Building Inspector or an indication that such certification is not necessary in this instance. 2. No exterior lights were reviewed or approved in connection with this site plan. Any exterior lights on or around the outside of this building must be reviewed and approved by the Planning Board and must meet Town Code §172 Lighting. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 2. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 3. Any changes from the Approved Site Plan shall require Planning Board approval. 4. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. Southold Indian Museum Page 4 July 13, 2021 If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: Applicant Signature: Date: NYSIF New vork Stateinsurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE "A A^A A 208229707 ae OLDWOOD INC PO BOX 1461 MATTITUCK NY 11952 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SOUTHOLD INDIAN MUSM OLDWOOD INC TOWN OF SOUTHOLD PO BOX 1461 54375 ROUTE 25 MATTITUCK NY 11952 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD =5/2'�C/202 12387982-8 555067 04/01/2021 TO 04/01/20221 THIS IS —10 CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE.INSURANCE FUND UNDER POLICY NO. 2387 982-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY, IF YOU WISH TO DECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WESSITE AT S://WWW.NYSIF.COW ERT/CER'TVAL-ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION, PRES ARNOLD R GOLZ JR OLWOOD INC ONE PERSON CORP THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE. MOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY, NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:328294239 U-26.3 CERTIFICATE OF LIABILITY INSURANCE [_ DATE(MMIDD/YYYY) 05/24/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME; John Trimpi t Rogers Insurance Services,Inc PHONE A/I x(855)615-6815 c Nom). (8�j 618-3637 PO Box 984 E-MAILR Ms. cbet@risdirect.info INSURER S AFFORDING COVERAGE IdA/C Danville CA 94526 ICAs UNITED SPECIALTIES INS INSURED INSURER a: Oldwood, Inc. INSURER c 7280 Sound Ave,PO Box 1461 INSURER 0: INSURER E, Mattituck NY 11952 1 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE _ ( POLICY BER LIMITS POLICY EFF - Y EXP -- D7YYYY)' MAID -- �i COMMERCIAL GENERAL LIABILITY _ ?_ EACH OCCURRENCE S 1,000,1;100 AMA CLAIMS-MADE XOCCUR FAMSES IEa ;s 50,000 MED EXP IAS one pomsonf 5,000 Ar [ SISAZGL0000424 E 110/0112020 10/01/2021 PERSONAL&ADVINJUK—Y $ 1,000,000 E GEN'L AGGREGATE LIMIT APPLIES PER. ;GENERAL AGGREGATE $ 2 000.000 POLICY LOC - PRODUCTS-COMP/OP AGG -$ 2,000,000--- SER - AUTOMOBILE LIABILITY E -- I I CO BiNED SINGLE LIMIT I ANY AUTO BODILY INJURY(Per person) $ I OWNED I SCHEDULED __J AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED r�PERTYIJA GE AUTOS ONLY AUTOS ONLY _..$ . UMBRELLA LIAB =OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS MADE; ' AGGREGAT-E DED RTE i ION$ WORKERS COMPENSATION PERflT AND EMPLOYERS LIABILITYY/N I £ STATUTE € !ANY PRO RIIETO PARfi,'� 'EXEC Iv [ E OF IEtls E CLJL N/A; L.EACH ACCIDENT '': [ (Mantosry In N}Is Ela E.L.DI;sE�aSE=FA E.iPLOYe � zSCRtPTtOAOF OF ERATIONS -` E L DISE-POLICY LIMIT i ] I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space is required) CERTIFICATE HOLDER CANCELLATION Town of Southold 54375 Route 25 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Southold NY 11971 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Job:Indian Museum AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD New Ya*Stm New York State and Local Sales and Use Tax De%M of SIM-119. aqd FUMM Exempt Organization Certi cation (5195) This certification is not valid unless all entries have been completed. e of saw Mame or exempc W98nization - /ia . 019mizelion (fiom Form ST-119) f City,village or post 4 I stm ZIP code City.villageor oft � . UTA10 Substantloil civil andfor criminal penalties will result from State ZIP code NP . the mise of this form. NPP Vel'' "T:T I cert that the.organization named above holds a valid Form ST-119, Exempt Organization Certificate,and is exempt from state and focal sales and coin a n use taxes on its purchases, Pmt nam-Ofofftw of 5'_ r, Tme 8; tune of officer of orgarkation Instructions Seller Purchaser If all entries have been completed and an officer of the Complete this certification and give it to the seller.This form may organizatiort has signed the certification,you may accept it to be reproduced without prior permission from the Tax Department. exempt sales to the organization named.The exempt organization must be the direct purchaser and payer of record. Your exemption from New York State and local sales and use tax Any bill, invoice or receipt you provide must show the does not extend to officers,members or employees of the exempt organization as the purchaser. Payment must be from the funds organization.Personal purchases made by these in&Aduals are of the exempt organization. subject to sales and use tax.An organization's exemption does not extend to its subordinate or affiliated units.When making Do not accept this form to exempt sales of motor fuel or diesel purchases,subordinate units may not use the exemption number motor fuel,including No.2 heating oil(see Pumhasersection). assigned to the parent organization.Such misuse may result in the The exempt organization must give you certification at the time revocation of the parent organization's exemption. of the organization's first purchase.A separate document is not You may not use this form to make tax exempt purchases of motor necessary for each subsequent purchase,provided that the fuel or diesel motor fuel.Since No.2 heating oil falls within the exempt organization's name,address,and certificate number definition of diesel motor fuel, you may not use this form to appear on the sales slip or billing invoice_The certification is purchase it tax exempt.You must use Form FT-1020,Exemption considered part of each order and remains in force unless Certificate for Certain Taxes Imposed on Diesel Motor Fuel and revoked_ Propane or Form FT-1025,Certificate for Exemption from Certain If a certification with all entries completed is not received Taxes Imposed on Diesel Motor Fuel,to claim exemption on heating within 90 days after the delivery of the property or service, oil. you will share with the purchaser the burden of proving the Hospitals that have been granted an exemption from sales and use sale s exemptHospitals pursuant to section 1116(a)(4)of the Tax.Law may claim You must keep this Exempt Organization Cer0cation for at exemption on the purchase of motor fuel by using Form FT-937, least three years after the date of the-last exempt sale Certificate of Sales Tax and Motor Fuel Tax Exemption for Qualified substantiated by the certification. Hospitals. Need Help? Forforms or publications,call toll free(from New York State only)1 800 462-8100.From areasoutside New York State,call(518)438-1073. For Inforawtion, call the Business Tax Information Center toll free(from the confinental U.S.)1 800 972-1233.You can also call toil free(from New York State )1 800 CALL T (1800 225-5829).From areas outsideNew Fork State,call(518)438-8581 t Telephone assistance is available from 8:30 a.m,to 4:25 p.m„Monday through Friday. Persons with Disabilities-In compliance,with the Americans with Disabilities Act,we Will ensure that our lobbies,offices,meeting rooms and other fa litres are a ss bl to cans with disabilities.If you have about special accommodations for persons with disabilities,please call the i information and assistance numbers listed above. Hotline for the Hewing and Speech Impair -If you have a hearing or speech impairment and have accoss to a telecorrimunications devim for the deaf(TDD).you can tet answers to your New York State tax questions bycallint;tot)free(from the continental U.S.)1 800 2110_Hours of operation are from 8:30 am.to 4:15 pin.,Monday through Friday.If you do not own a TDD,check with independentt fang centers or community action ms to find out where machines are available for public use. Y Fr If you need to wrRe,address your letter to:NYS Tax Department;Taxpayer Assistance Bureau,W AHarriman Campus,Albany NY 12227. 8V359A 3.000 I E t _ (x la t s I� I E L= I 1,5 HRMECTIRE 0-10R;LLG_RA,.LEEGAF (U__j ZCi -"KLINVILLE FD to - i3 LRUREL N.Y 12998 t LlC D:52&Z1§-01fiC ze / SCTM 1000-70.-?-12 48b50 MAIN RD SITE LAYOUT NOTES: I. THIS I5 AN ARCHITECT'S SITE PLAN $ IS > / TOMASZEWSKI, GINGER 1„ � �' ��7/�! R-80 / M.D. RESIDENTIAL SUBJECT TO VERIFICATION BY A LICENSED SGTM 1000-70.-7-13 ,.•�. � Q ' 48400 MAIN RD 0.55 AGRE HELF JOHN S SURVEYOR. THE INFORMATION 6M �:" a. / 1 REPRESENTED ON THIS SITE PLAN IS TO THE ,� .; .,� '� W ; R-80 / L.D. RESIDENTIAL '00 ARCHITECTS�� ARCHITECT'S BEST OF KNOWLEDGE. r. x ' f`" -.. ,`- ` ': 't f 1.48 ACRES N 7i _ 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED MAY 5, Ig82 AND .. PREPARED BY: � RODERICK VAN TUYL, P.G. N.Y. STATE LAND SURVEYOR J LIG. #028526 51 TE PLAN NOTES O NEW MASONRY STAIR TO EXIST. COVERED PORCH 0 EXIST. WOODED AREA; (RAISED); EXIST. STEPS TO BE DEMOLISHED - I NSTALL NEW EXTERIOR HAND I GASP LIFT TO PROM D I NO ACCESS FROM ORADE TO 5ASEMENT I$ FIRST FLOOR LE\/ELS. _ TO REMAIN UNAFFECTED \ NEW ASPHALT SURFACE: - PRO\/I DE NEW GROUND-FLOOR EXTERIOR ENTRANCE AND PA�SSA�OE FROM HAND I CACP LIFT. z BY 5GOPE OF WORK \; 2 NY STATE DOT TYPE bF TOP COURSE ASPHALT UPON COMPACTED 4" STONE AGGREGATE - RAISE EX I ST I NO FRONT PORCH TO ASL I O N PORCH LE\/EL WITH INTERIOR FINISHED FIRST FLOOR. Q w NEW GONG. CURB: - CREATION OF NEW PAVED PARK I NO w NEW 7" WIDE x 4" HIGH CONCRETE CURB (TYPJ A5 PER 'J DETAIL ON PAGE A-301. J 00 \ 10 STORM WATER IDRYWELL: .. _._.-..--... Z Rt o W EXIST. WOODED AREA; O NE8'm, 5' EFFECTIVE DEPTH STORM WATER DRYYVELL, PROJECT / ZONING,DATA FA0 ;E <E" _ TO REMAIN UNAFFECTED ` 4 AS PER DETAIL ON PAGE A-301. =a to OFF-STREET ACCESSIBLE PARKING SPOT (TYP.): PROJECT LOCATION & SCOPE BY SCOPE OF WORK Z TAX MAP # - \ O - 0001 .00 Q >: �r O NEW q xiq PROPOSED ACCESSIBLE PARKING SPOT l < Z 11 SITE PLAN & ZONING DATA J cv ZONING DISTRICT R-80 NON-CONFORMING = s uj \ LOT AREA I� 1.1 ACRES STORMWATER & PARKING CALLS ti = T4 - - - FEMA FLOOD ZONE X O O O O- ----- - -- - --- - - - - - ---------- -- -- I J e' GENERAL NOTES ENERGY TABLE w STRUCTURAL DESIGN CHARTS \ OGGUPIABLE SPACE EXISTING PROPOSED it EXIST. I 5G 1000--10.-1-16.3 F- - II 2,Og7 S.F. ------- --- -- -- - - - -- --- -- ----- U - � - - -- - --.I 5TRITI \ PROPOSED DEMOLITION PLANS 1 w WD R. JEl°�BRLLG LN - BASEMENT AREA I 2,Og7 S.F. III, - _- _ - 'I �" I O I .00 I BUILDING 1 -- - -�, I,g66 S.F. _ -i c4 1.11 ACRES FIRST FLOOR AREA - -- _ , I qbb S.F. ' -- -- -_- - ; C-) _�' R-80 / L.D. RESIDENTIAL I J ° I \ O ` Q I - 102 .00 - -- \ � LOT G4VERACE - , PROPOSED FOUNDATION PLAN \ DESCRIPTION (FOOTPRINT) AREA I LOTH. I II COVERAGE II I I Nlg°26'40'E TOTAL LOT AREA 48,838.0 S.F. EXISTING BUILDING - - -_ - 2,01-7.0 .0 S.F. 4.5% - -- - - -- - -- - - - - � I I PROPOSED FIRST FLOOR PLAN - TOTAL AREA OF ALL STRUCTURES 2087.0 S.F. 4.330 == \ O EXIST. WOODED AREA MAXIMUM OT COVERAGE _ -_-"MAXIMUM L ALLOWED 2030 - -- -- -- --- PROPOSED-- --- - - -- - --- --- -- - - - -- - --TO REMAIN UNAFFECTED _ -�OI .001 \ BY scoPE of woRK �., ;�. EXTERIOR ELEVATIONS REG2UIRED SETBAGK5_ MAIN BUILDING I o - - - - ;I A-501 .00 BUILDING SECTION 7� III REQUIRED EXIST. PROPOSED COMPLIES FRONT-YARD - ✓O.O' Ji 45.0' III - 48.0 -- - - DESIGN DETAILS NO SIDE YARD II 20.0 4q.e) I 41.8 YES - - - - --- - If - - \ I BOTH SIDE YARDS � 40.0' --q8 6-- = -- q8.6 -.- I YES O REAR YARD '; 60.0' 213.0' 'I 213.0' YES I j SGTM 1000-70.-7-Iq 1200 MAIN BAYVIEW RD -_- -i MILFORD, WF - R-80 / L.D. RESIDENTIAL 4.84 ACRES I -...... ._- . . ._ - _. ...' .. ._. ..,.. . .�, . .... .. .. ._..__._._.. .. .... -_ . __. . . . . . . .. I I \ TER DRA�IN�4CE CALCULATIONS STORM yy,A EXIST. LAWN; I ------ Ii -- ------------ -- - ----- RUNOFF COVERAGE TYPE AREA I PEAK RUNOFF (GF5) l3) Z2) GOEFFIGIENT I w NEW OFIF-57REE7 PARKING= qq0 S.F. I'll O.�iS 0.043 o 5r-,TM 1000-70-7-17 NEW PAVED WALKS = -- JI -- q7 S.F. O.ciS 0.004 - - - - - - --- q50 MAIN BAYVIEW RD w BLUM, MILDRED E NEW BASEMENT ENTRY (OPEN) l� -115 S.F. O�i5 1-- 0.005 � R-80 / M.D. RESIDENTIAL - - - - - 1 0.40 AGRES l4) I -� TOTAL STORAGE REQUIRED (GU. FT.) 188.7 < j Lij EFFECTIVE DEPTH OF 8'41 STORM WATER DRYWELLS REQUIRED (FT.) EXIST. DENSELY VEGETATED 4S o I I : o I UNDERGROWTH/5HRU55ERY 1 .�ON SUBJECT PROPERTY NUMBER OF 8'O, 5' DEEP STORM WATER DRYWELLS PROPOSED I PROJECT: CALCULATIONS HAVE BEEN PERFORMED FOLLOWING THE RATIONAL METHOD IN WHICH G = GIA WHERE: O G = PEAK RUNOFF (GFS) 48.8 rn G = RATIONAL RUNOFF GOEFFIGIENT INDIAN MUSEUM \ A i = RA,INFALL INTENSITY (IN/HR) ; "* A = DR:AINAGE AREA (ACRES) �_e , ;-'- EXIST. DENSELY 1 rn 2 - ONLYI `` 4' z XI TIpG GIONCR TE WALKS AND OTHER GROUND COVERS ARE NOT IINCLUDED ED; EXISTING ROOF AREAS, J ' VEGETATED � s ,•,; . , - ---- -- - - - RAINFALL INTENSITY HAS BEEN ASSUMED AS 2 IN/HR _ `` UNDERGROWTH/ 4 - TOTAL STORAGE REQUIRED HAS BEEN CALCULATED ASSUMING A TOTAL RAINFALL OF 2 INCHES, AS PER 1080 MAIN BAYVIEW RD SHRUBBERY ON EXIST. 15TRY ' � NEIGHBORING LOT MASONRY BUILDING TOWN OF SOUTHOLD STORMWATER MANAGEMENT CODE SECTION 236-7(A). SOUTHOLD, NY 11971 To\ OFF-STREET PARKING REOUIREMENTS � ' � .': d.i :'i i'r �4. FEI DRAWING ITL EXIST. 6" D.B.H. 1 I ' 11 Y PROJECT LOCATION & SCOPE (MIN.) TREES ON \ I T`r Fr= OF II REOUIRED NUMBER OF I FLOOR I TOTAL PARKING NEIGHBORING LOT 1 New I uer f FARKINO 5PAGES (1) AREA 5F'AGE5 REQUIRE? SITE PLAN & ZONING DATA BASE. ENTRY - - _ _ _. _.._,.. ._ _ _ .._ . . ;... _ , � .. STORM WATER & PARKING CALLS EXIST. WINDOW EXIST. 1 1 MUSEUM / e u s : AWN. I PER 50 S.F. OF SEATING ls) �." .�: <,� �,, :. ,..� .� �.>:v,; �,� � �>���° 6 V 622 S.F. 12.4 ". WELL CNP.) l2) I �` _'�� -�; , � .�� .�,'n �' -,. I LIBRARY AREA � �� NEW, b .,, -t c .' . . ' I I ,..- .. - I -- - - -- -- - - -- - :,y I ,. EXIST. G I - - - _ _ - ''. ,:.,. _��, \��,,. F oma; 4 `•�',: - (RAISE :;, . . .. PAGE. PORCHD � „ ) ; I OFFICE I PER 100 S.F. a i %o ... I .. I I TOTAL REQUIRED (ROUNDED UP). 14 �.. �; e �:N .���- . �� `$ .>�.�� :::�; . ���..�.,.a,,. _ °' w . . to �w - `�.. y .. it - W �,��? I P) J ,'�aU-10(of e D.B.H. TREE 5� I I - - - s'. ,?� ;;, �. . fie''-� � •�. . �R:;. I EW PAVED WALK ,. .. ,.�@ ".... 4 �n iOFF o -5 REST PARKING GOM I G ,.. AGGESSIBL _ y Bum41 ARKN6I P x' E a I I , _ , i - A _: 09/01/21 - .; „ �c ,:-.. r° w DATE: ..� ,,: I , I �pL II � , � a• 5 o": ..•..,. TOTAL PARKNC SPACES 14 PACES I I AGGE551BL P RKING Sca a 50 .:�;.°. - - - - - - - - >�a I I t II b N,a: O 1' a- : 1 IOTA PAR L KING AREA F ua S. 35 - OS.F. q F. I- I I I IIL I ' - 1 - -- -P' a a° 8't :�.. •`a°..��. ..,,G"� �.. _aft.<'Wa>..->^„a 'a g P PER TO1WN OF SO250-1& EXIST. �IS UTHOLD CODE ` I m w 2 D.B.H. TREE - TYPE OF USE OF LIBRARY MUSEUMS OR ART GALLERY TO BE CONSIDERED AS AUDITORIUM F - 280-78.A ,y.,,g ;. ,:::: ' NEW PAVED O F.. s, >- _. 1 3 \ EXIST. - 253o OF FULL FLOOR AREA OF EXISTING MUSEUM DISPLAY AREAS EXISTING LIBRARY (2486 S.F. TOTAL) SU�JEGT :. a, ;x ' : „ f 11;l , OFF-5TREE - ; INFORMATIONAL rn �� �� PARKING GONSIL7ERED AS AUDITORIUM SEATING AREA (ENTIRE 10030 OF AREA SHALL NEVER BE USED FOR SEATING) ..;. 51 GN5 - PER 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN TABLE 208.2.`'' " \ v� 27.3 15.0 L u:. • ''' w��v '' as' ti _ _ _ _ _ - - - - - - - - APPLICANT REGUE575 TO WAIVE PARKING REQUIREMENTS EXCEPT FOR ONE ACCESSIBLE PARKING SPACE :.,, :'. 1p Slg°26'40"W PROPERTY LINE 150.0' DUE TO THE SITE'S PRE-EXISTING CONDITION AND LIMITED HOURS OF OPERATION. THE MUSEUM IS OPEN WITH .;.: „> . VERY LIMITED HOURS SUNDAY AFTERNOONS AND HAS BEEN EX15TINO N T IN I T '' ° ( ), FUG ION G W THOU THE NEED FOR M A I N 5 A Y � I E W � O � D A FORMAL PARKING LOT FOR MANY YEARS WITHOUT ANY PROBLEMS RELATED TO PARKING. FOR THIS SITE � �I�l REASON, THE ADDITIONAL PARKING SPACES THAT WOULD NORMALLY BE REQUIRED ARE NOT INCLUDED IN L.00ATION MAP I THIS SCOPE OF WORK. 6 - 350 S.F. OF PARKING AREA REQUIRED PER PARKING SPACE PROVIDED, A5 PER 280-78.G. SCALE: I'-O" = IS'-O" SCALE: NTS NOTES $ SPE (f,1 F 1(ATI ONS FOUNDATION, CONCRETE AND MASONRY 55R Y I AT I ONS a IT IS THE GONTRAGTOWS RE5PONVOILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDER 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE T06ETHER AT ALL TIMES. IT 15 AL50 THE GON7RAGTOR'5 RESPONSIBILITY TO READ ALL NOTES, BD BOARD K KIPS (1000 LBS) 5U5-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORKuj THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE - ---- -I'II BASE FLOOD ELEVATION i MANU. SPEC,s MANUFACTURERS SPECIFICATIONS II W 2. ALL FOOTIN55 TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E BLDG. �'I�BUILDING MAX. MAXIMUM- --- - - - ii GENERAL - - -_ 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE Q 3. 501L TO HAVE MIN. SEARING CAPACITY OF (1) TON/5Q. FT., U.O.N. APPLICABLE BUILDING DEPARTMENT. BEAM MECHANICAL 2. ALL CONSTRUCTION SHALL BE PER=FORMED IN A WORKMAN LIKE MANNER. 4. FOOTINGS TO REST A MIN. OF 4'-0' BELOW GRADE, UNLESS -BOTTOM OF MIN. - - - - - - - ALL DIMENSIONS CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING OTHERWISE NOTED B.C. - - - MINIMUM BOT BOTTOM I NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88 O V STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. HALLS TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS, U.O.N. WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES B.O.W. BOTTOM OF WALL i NYG BG - - J NEW YORK CITY BUILDING CODE 3. ALL 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. UNTIL I5T TIER OF FRAMING 15 IN PLACE. -G.J. .G. ON CENTER - - - Q. 4. ALL UNNOTED OR NON-VISIBLE EA'SEMENT5 ARE THE RESPONSIBILITY 7, FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. J. DEICING JOIST DBL. !:DOUBLE OCCUPANCY OF THE OWNER/BUILDER - -- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS Z 8. ALL OPENING5 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION O SHALL BE CLARIFIED WITH THE ARGFIITECT/ENOINEER BEFORE PROGEEDINO SOLID WITH CONCRETE. WITH THE WORK. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DIM. DIMENSION P. GONG. JLPOURED CONCRETE - _ f- 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE D.J. DECK JOISTS PL [PLATE Q UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TREN6TH AT 28 DAYS OF 4,000 P.5.1.,U.O.N. O LLj 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS EA. EACH PLYWD. PLYWOOD 11. GONG. 5LAB5 TO REST ON MIN. OF 6" FINE GR=AVEL OR SAND WITH BEFORE THE START OF FRAMING - _ 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER _ _- _-_ -_ _ ELEVATION P.T. �, PRESSURE TREATED ELEV. ' 00 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMIN . REQ'D � REQUIRED Z O GL EQUIP. - EQUIPMENT q. DO NOT SCALE DRAWINGS, WRITTE=N DIMENSIONS TAKE PRECEDENCE ANCHORED WITH CORROSION RESISTANT TIES - EXIST - EXISTING IRI =RISER _ J O 13. BRICK VENEER TO BE (1) WALL TIE PER (3) 50. FT. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, _ _ -_ - EXTERIOR �RM CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL EXT -- Z Z vq 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, J J MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. F.A.I. FRES AIR INTAKE R.R. �� ROOF RAFTER _ - _ J LL II. THESE SET OF DRAWING5 ARE THE PROPERTY OF ANTHONY PORTILLO, RA Ir _ _-- -- --- -- - _ = i' _- - - -=J EEL AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 15. APPLY (U GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. I' FAR SII FLOOR AREA RATIO I-STC i STEEL I' W - I` Ln FROM FOOTING TO 2" ABOVE FINISH GRADE. l 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS F•A V FRESH AIR VENT 5 V MART VENT O 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES -� ��FINISHED FLOOR - - RESPONSIBLE FOR DESIGN INTENT ONLY. OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENOINEER. NO TBD TO BE DETERMINED 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FF ELEV. -_-_ --= uj FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 --- j 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY F.J. -- - � FLOOR JOISTS - 11= 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ARCHITECT/ENGINEER. _ f fl THK. - THICK - -- V TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL = -- - - - - - - - - - RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.N. TOP OF WALL W BROOM GLEAN. TREADFRAME TrJ, -- - -- - - --- - - - - F- U WHERE EVER APPLICABLE. PR. - Ali - - - - - ---- ----- - .. - - - - _ _-_ I5. THE CONTRACTOR SHALL CARRY WORKMANCOMPENSATION AND GENERAL -- _ 'S J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION ARE TO HALL.BEA -- _ - - - FIREPROOF TYP. TYPICAL AND ORDINANCES. MIN. 10 DEEP PROJECTING 6 ON EACH SIDE _ _-__ _____ - _ __ ____ -- r _ DED WIRE REINFORCING. GYP. BD. GYPSUM BOARD I U.O.N. Q PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK UNLESS OTHERWISE NOTED 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF CONCRETE 5LAB5 TO HAVE 6x6 10/10 WEL _ _ -THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER - I COMPLETION OF PROJECT. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED _ I ! _ _ J- H.D I HOLD DOWN !,V i F. I;VERIFY IN FIELD AS IN SOLID S SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" g 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DEEP S 3'-0" BELOW GRADE. WITH ' HITEGT NOINEER AND THEIR AGENTS AND EMPLOYEES FROM AND ARG HDRR - iHEADER 'I w/ 1, /E HNG I HA D� R WD. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING OR RESULTING FROM THE PERFORMANCE OF MECHANICAL CONNECTIONS: ATTORNEYS FEES ARISING OUT OF - r I - - -- III- - THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, JL055 OR EXPENSE (A) INSUL. INSULATION ZR ZONING RESOLUTION 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO I. ALL MECHANICAL CONNECTIONS AN SPECIFIED O "SIMPSON" MAY BE INJURY TO OR DESTRUCTION OF TAN51BLE PROPERTY (OTHER THAN THE WORK 2 THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED Li INT. INTERIOR SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (S) 15 CAUSED IN WHOLE OR IN PART BY ANY NEOLIOENT ACT OR OMISSION OF THE BY 'SIMPSON" MANUFACTURER. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES BE LIABLE REOARDLF-55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL PARTY INDEMNIFIED HEREUNDER. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY ENERGY C/017E T=A5ULAR ANALYS 1 S LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY 'SIMPSON" - I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CON57RUCTION INCLUDING 1 BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING � I 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED 6ALVANIZEDRS�R I I 1 X !� 01 L 1- NG - FT�I I> --- -- - -- -- - - ----I %, OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN05, SPECIFICATIONS, 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER iI APPLICABLE CODES AND GOOD PRACTICE. DEVIATION5 FROM THE DRAWIN55 MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. ,I AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN (1) CODE PRESCRIPTIVE VALUE AUTHORIZATION OF THE ARCHITECT/ENGINEER. 6. ALL FA5TENINC CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER COMPONENT PROPOSED DESIGN VALUE GOIMPLIES ! 111. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWING5 SPECIFICATIONS OF THE PRODUCT BEING INSTALLED CITATION (PER 2020 NYSEGGG) NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS -7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVI=D BY r - PERTAINING ARE TO BE FIELD VERIFIED. ARCHITECT VERTICAL OPERABLE THERMATRUI STEE=L, OPAQUE DOOR I MAX. U VALUE - 0.77 20. CONTRACTOR TO REMOVE S RELOCATE A5 REQUIRED ALL EXISTING WORK 8. ALL CONNECTORS SPECIFIED AS A 'SIMPSON" TOP MOUNTED BEAM I rll - j FENESTRATION U-VALUES U-VALUE - 0.14 MAX SHOD =0.58 - - -- -- YES WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKiMAN LIKE MANNER. ZONE 4 HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. SHOD 5 GG - O.OI I PER 0503.3.2 S TABLE 0402.4 - CLIMATE I i j 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS (U - AS REQUIRED BY SECTIONS 0503.3.2 $ 0503.3.3 TO EMPLOY THE USE OF SECTION 0402.4.3 IN E5TABL15HINO ENERGY CODE SPECIFICATIONS, UNLESS NOTED OTHERWISE. COMPLIANCE OF NEW FENESTRATIONS, THE TOTAL BUILDING FENESTRATION AREA AND SKYLIGHT AREA ARE LF-55 THAN 30% OF THE 22. PROVIDE FIREBLOCKING A5 PER NEW YORK ACCESSIBILITY STANDARDS. GYPSUM WALL BOARD GROSS WALL AREA AND 390 OF THE ROOF AREA, RESPECTIVELY. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY COMPOUND METHOD. COMPLIANCE STATEMENT: UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFE55IONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE IW1TH THE COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH -IAS SEVERE PENALTIES. 2• ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE U51NO CHAPTER 4 S CHAPTER 5 [GE]. OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE CODES AND REFERENCE STANDARD_ DEEMED APPLICABLE. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS STATE BUILDING CODE, 2020 NEW PORK STATE PROPERTY MAINTENANCE (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET Z CODE, AND 2020 NEW YORK STATE: ENERGY CONSERVATION CONSTRUCTION IN EACH DIRECTION BEYOND THE UNI7(5). ALSO AT HEAT PRODUCING w GORE. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL o 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF CONCRETE PANELS OF 5/8 THICKNESS MINIMUM. WOOD FRAMING, AND CONNECTION 'r0 FOUNDATION - 200 WOOD FRAME _ 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS,AND EDGES SHALL BE =RICAN FOREST S PAPER A550CIATION w Ti CONSTRUCTION MANUAL BY THE AM TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS - - (AFSPA) AMERICAN WOOD COUNCIL (AWG). TO DRY BETWEEN GOATS. FINAL GOAT TO BE 5ANDE17) SMOOTH. { - - - 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND I PLUMBING GORE. ALL OPENINGSw . I 4. ALL MECHANICAL WORK SHALL C=ONFORM TO THE 2020 NEW YORK STATE MECHANICAL CODE AND 2020 NEW YORK STATE FUEL SAS CODE. 6. FASTEN GYPSUM BOAR=D USING 5D COOLERS PVT' EDGE/10" FIELD SPAGINO. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 20M NATIONAL ELECTRIC 5LA55 WINDOWS AND DOORS PROJECT: CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION I. ALL 5LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. CONSTRUCTION CODE. 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER INDIAN � nA MUSEUM CLEARANCES ARE PROVIDED. GENERAL WIND PROTECTION CONNECTION NOTES: 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED - ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL -- - - ---- CONSTRUCTION;55TD 10-qq AND 2018 5BG HIGH WIND EDITION WOOD FRAME UNLESS OTHE15E WITHIN 18' OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, - -- - -- -- CONSTRUCTION I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION HALLS, 4. ALL GLA55 UNITS �HALDL BE INSTALLED IN STRICT ACCORDANCE WITH TABLE 1604.5 CLIMATIC GEOGRAPHIC DESIGN CRITERIA ! -- - ----- --- =- 25 - -- -- -- FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. MANUFACTURERS -- II - - -- - NOW LOAD LBS 1080 MAIN BAYVIEW RD 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 5 ALLWINDOWS TOI PO DGTO OF STRUCTURAL MBERS BE CAULKED AND SEALED AS PER NEW YORK CITY -- - - - - INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL GROUND 5- - - !; - ------ -------- ---- BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL MEMBER ALLOWABLE DEFLECTION - -- -- - - - -,! 150 MPH SOUTHOLD, NY 11971 ENERGY CONSERVATION GORE. ( I BASIC WIND SPEED ' 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 6. PROVIDE FLA5HIN6 PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR --ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. _ F-XF05URE CATE60RY B DIRECTLY TO THE WEATHER OR 5UBJECT TO SALT CORROSION IN COASTAL I' DRAWING TITLE: AREAS SHALL BE 5TAINLE55 51-EEL OR HOT DIPPED GALVANIZED. - - -- - - -- - - - -- -- - - --- --- -------- 'I R PROPER FUNCTION OF SUCH UNITS. ROOF MEMBERS SUPPORTING PLASTER OR STUCCO CEILING SEISMIC DESIGN CATEGORY B 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL - -- -- - --- - - -- ------ --------- GENERAL NOTES SCREENS AND HARDWARE NECESSARY FO P O ROOF MEMBERS SUPPORTING NON PLASTER CEILING L/ 4 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL ! H - SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 8. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS WEATHERING ! SEVERE ENERGY TABLE PROVAND AIDTED AT THE TOP AND LEAST ONE STUD AT EAG BOTTOM OF CRIPPLE 0PENI G.STUDS, HEADER STUDS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. ROOF MEMBERS NOT SUPPORTING CEILING JFROST LINE DEPTH qSTRUCTURAL DESIGN CHARTS --- ---- - ° --- --I 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING • ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR I5 TO SUBSTITUTE WITH FLOOR MEMBERS 1-/360 -_- _ RAFTERS EXCEPT WHERE COLLAR TIES OF I"x6" OR 2"x4" LUMBER IS ANOTHER WINDOW MANUFACTURER, IT IS THE RE5PON51BILITY OF THE ii II LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF THENGH�ARAGTERIST GS CTOR TO VERIFY THAT THE OF THE ANDER ECHANAWIND0IW SPE�FIETHE D. THE ON MATCH EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH L/360 ;I TERMITE - 1I MODERATE TO HEAVY RAFTERS. CHARACTERISTICS ARE AS FOLLOW5, BUT NOT LIMITED TO: DESIGN PRESSURE, 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. GH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS ICE BARRIER REQUIRED --- - - --YES - -- - i', PAGE: ROU REQUIREMENTS. EXTERIOR HALLS W/ BRITTLE FINISHES 1-/240 7. FLOOR TO FLOOR HOLD-DOWN5 TO BE PROVIDED EVERY 48" AND EVERY EXTERIOR WALLS W/ FLEXIBLE FINISHES L/120 - _ 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE _ _ Q 2 Ib WITHIN 4 OF EXTERIOR CORNERS. TEMPERED GLASS. INTERIOR PARTITIONS W/ PLASTER OR STUCCO FINISH L/360 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER ELECTRICAL: ! ' OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM INTERIOR PARTITIONS W/ BRITTLE FINISHES L/240 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR TO 201"7 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE - - -- ------ ---- --- - _ : DATE: 09/01/21 2 OF 7 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF -1" IN CONCRETE/MA5ONRY ENERGY CONSERVATION CONSTRUCTION GORE. INTERIOR PARTITIONS W/ FLEXIBLE FINISHES L/120 li FOUNDATIONS. ANCHOR BOLTS :SHALL BE LOCATED WITHIN 12' OR CORNERS AND AT 5PAGING NOT EXGEEDI'NO 4' ON CENTER. 2, CONTRACTOR WILL FURNISH A FIRE UNDERWRITER5 CERTIFICATE UPON COMPLETION OF WORK. SITE WORK 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-72 SHALL BE VERIFIED. STRUGTURAL DESIGN LOAF,)S I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR WHEN NOT PRESENT, PROVIDE HARD WIRED DETECTORS w/ BATTERY BACK-UP IN COMPLIANCE w/ 2020 NY5 BG X115 S LOCAL CODE. 2. VERIFY ALL 61VEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, RECEIVE GLARIFIGATION FROM ARGHITECT/ENOINEER PRIOR TO PROCEEDING. USE - LIVE LOAD (DEAD LOAD"; 1 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPIN5 DRIVEWAY AND BUILDING STAIRS 100 psf 15 psf S FLOOR AREAS _ i SITE. STOCKPILE ALL EXCAVATED MATERIALS. UNINHABITABLE ATTICS W 5TORA5E 20 psf 15 psf 1!I a 4. NEW AND EXI5TIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE - --p- --- ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR BACK FILL MATERIAL SHALL 33E REMOVED FROM SITE. (LIVELINEARN/ PO NT)�iLS 50 plf / :200 Ibs 15 sf �I vz� ri 5. PROTECT TREES WITHIN EIGHT FE=ET OF THE BUILDING. L_(LIVE ROOF LOADING 25 p (LIVE = GROUND SNOW LOAD) i;�'I- - - - - - - psf IS p sf i *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 7-10 (MINIMUM DE510N LOADS FOR BUILDINGS AND OTHER 5TRUCTURE5) 0ENEF AL SYM50L <EE ' : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT '%'�. . WOOD FRAME (L.G. 5TL. � P WLLJ : WHEN APPLICABLE) EXISTING TO REMAIN J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) a NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL WOOD FRAME (L.G. 5TL. P05T FOR 4" WALLS J J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL P05T FOR b" ALL5), U.O.N. - W NEW 2-HR FIRE RATED 0 O WOOD FRAME (L.G. 5T1 WHEN APPLICABLE) Z O H Z a 0 W J J 00 Z Cfl Yri O a Z Tj u- wcfl Lo cr T-i tiLo O w F7 - F— w F— U = J \ \ EXIST. BATHROOM - -- - EX15T. .. LIBRARY EXIST. - -- __ _ STORAGE LF - - - EXIST. 5M/GO I -L EX15T. MUSEUM USEUM _ EX15T. MEX15T..AREA ----- -- DISPLAY AREA - - -- - j KITCHEN I I EX15T. EXIST. EXIST. - Ex�isT CL. GL. - 5M/GC �1 SM/GO EXIST. ! I II X BATHROOM tu --- -- EXI57. =F - -- - LLJ ------ ----------- -- N EXIST. i I REMOVE EXIST. 1 - --- -- OFFICE WINDOW U Q PORTION OF EXIST. WALL FOR NE _ - N� O -- - - - - - NEW ENTRY HALLWAY -,-------il --- LuLLJ r - - ---- I i - rt--�,� PROJECT: EXIST. DN. EXIST. INDIAN MUSEUM EX15T. ENTRY EXIST. DEMOLISH EXIST. 5M/GO WINDOW WELL -- - - 1.080 MAIN BAYVI EW RD = SOUTHOLD, NY 11971 � EXIST. i II jUP j z D u,o RAWING TITLE: PROPOSED DEMOLITION PLANS LE �i I II jl EXIST. EXIST. III COVERED DETACH 8 RESET EXIST. CL' PORCH RAILING AFTER PORCH U~i RAISED (T-(P) PAGE: 11 Xz Ifill wQ :1 in 10 1 to)"k 0 i, DEMOLISH EXIST. - COLUMNS (TVP.) DATE: 09/01/21 3 O F 7 DEMOLISH EXIST.STAIR II IIS ii a FROFOSEI7 F OUNDA71 ON DEMOL 171 ON PLAN FROFOSED FIRST FLOOR DEMOLITION PLAN � SCALE. 1/4"' = 1'-0" O NERAL 5"r1 50L <E**i : a EXISTING TO BE DEMC)LISHED NEW PARTIAL HEIGHT - 'i'. WOOD FRAME (L.G. 5TL. UJILLJ WHEN APPLICABLE) EXISTING TO REMAIN ' ` NEW WOOD FRAME (L.5. NEW FOUNDATION WALL STL. W HEN APPLICABLE) Q NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TR:UGTURAL I---I WOOD FRAME (L.G. 51'L. P05T FOR 4" WALL5 J WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUGTURAL _ Wm _J P05T FOR 6" ALL5), U.O.N. NEW 2-HR FIRE RATED ^' 0 O WOOD FRAME (L.G. 51'L. (L WHEN APPLICABLE) Z O_ FLOOR PLAID'', NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: Z TYPICAL P. GONG. FOOTINGS 4 WALL GON5TRUCTION: I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT O • P. GONG. FOUND. WALL AS PER DETAIL UPON FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND a P. GONG. FOOTING AS PER DETAIL DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS W • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR w/ T.O. EXIST. BUILDING 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION oo • ALIGN T.O. NEW FOOTING FOOTING (B.O. FOOTING wil BELOW GRADE MIND; SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR • DRILL b EPDXY PIN NEW HOR. REBAR FROM NEW ENTIRETY C)ENTIRETY OF POUR CONTACT ARCHITECT WhI HEN ATER O >' d' FOOTING INTO EXIST. FT6. USING QUIKRET'E ENCOUNTERED rll H15H-STRENGTH ANCHORING EPDXY (OR EQUAL) 8 5. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS .J I PROVIDE 6" MIN. EMBEDMENT INTO EXIST. FOOTING. Z �, d' • I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT < Z N APPLICABLE) 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT N ft Lo FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) NEED TO BE EPDXY COATED 16"x8" DEEP P. GONG. CONTINUOUS FOOTING 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS O J O AS PER NOTED DETAIL (TYP.) SHALL BE STAGGERED W 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL t HARDWARE IN w- O NEW 4" THK. UN-REINFORCED P. GONG. SLAB PLACE AT TIME OF POURING 8 MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNESS TYPICAL OL05ED FOUNDATION U O4 ® PORCHES / PATIOS: 8. GEMENT SHALL CONFORM TO ASTM G-55 FOR STANDARD WW EIGHT 1. SEE NOTED DETAILS CONCRETE 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY V FROM BUILDING 5. FOR 5LA55 ABUTTING FRAMING, INSTALL COPPER GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, a BED ALL FLASHING IN ASPHALTIC MASTIC IARATE FOURS SHALL . THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF • CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE BE DOWELED w/#5 REBAR ® 8" O.G. VERTICAL TO EA. -HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE OTHER 3 TO MAIN FOUND. ___ __ 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS FLOOR DRAIN: O5 1. NEW 5" GUARDED FLOOR DRAIN w/5" TRAP S DRAIN 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL ` PUMP, ROUTE DRAIN PIPING TO PROPOSED DRYWELL. CONFORM TO AGI 306. . 2.INSTALL DRAIN PUMP PER MANU. 5PEC.'s. 5.PIPING THROUGH OR BELOW FOUNDATION WALL5 SHALL 4. IN No CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / BE CAST IRON EXTENDIN6 2' MIN. BEYOND FOUNDATION; SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO CONNECT TO DRYWELL ABOVE DRYWELL PERFORATIONS. TEMPERATURES WITHIN 10° F OF CONCRETE. EXIST. t DOOR NOTE: 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. BATHROOM - - O I. INSTALL NEW 312X62 1.5 HR. SELF-GLOSIN6 STEEL REMOVE AS REQ'D. DOOR BY THERMATRU (OR Ea) 2.DOOR TYPE TO SELECT 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE ---- --- --- 5.INSTALL AS PER MANU 5PEG.'s PERMITTED WHEN NECESSARY. 5.EXIST. WINDOW HDR/LINTEL TO REMAIN i -7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER AGGE551BLE ENTRAGE AND SHALL BE WITHIN Io° F OF CONCRETE TEMPERATURE. O 1. ACCE551BLE DOORWAY PS PER IGC A111.I, CHAPTER 4. EXIST. 2. DOOR THRESHOLDS SHALL BE 1/2" MAX. IN HEIGHT. 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. STORAGE -- - - ----- OVERTICAL PLATFORM LIFT: q. NON-CHLORIDE, NON-GORRO51VE ACCELERANT ADMIXTURES ARE 8 I. NEW EXTERIOR, 5-5TOP VE'4TIGAL PLATFORM LIFT TO BE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 CUSTOM FABRICATED BY OTHERS (ASTM C4414/0414M, TYPES G AND E). 2.LIFT SHALL BE IN FULL COMPLIANCE w/ ICG AII'1.1 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL (ACCESSIBLE 4 USABLE BUILDINGS 8 FACILITIES) b ASME AREAS EXCEED ONE SQUARE INCH. EXIST. MUSEUM - ----- I8.1 (SAFETY STANDARD FOR PLATFORM LIFTS 8 DISPLAY AREA EX15T. STAIRWAY CHAIRLIFTS). II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED (1145 5.F.) KITCHEN ----- -- - 3.INSTALL AS PER MANU. SPE:G.'s. TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS VERTICAL PLATFORM LIFT SLAB REACHED A COMPRESSIVE STRENGTH OF 800 PSI. O EXIST. --- Oq SM/GO &" THK. P. GONG. SLAB w/ #4 REBAR ® 5" O.G. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506 OL E.W. FOR VERTICAL PLATFORM LIFT - SEE MANU. 5PEG.'5 FOR SLAB SIZE 3 ATTACHMENTLu = � I RA15ED PORCH DECK 10 I. RAISE EX15T PORCH F.F. TO MATCH EXIST. INTERIOR F.F. EL. USING NEW LIGHTWEIGHT CONCRETE (110 LBS/FT5 MAX. DENSITY), APPROX 5" THK. 2. PROVIDE 6"xb"-10/10 W.W.M. REINFORCEMENT BETWEEN I CENTER 8 UPPER d OF NEVI NEW LIGHTWEIGHT CONC. w 1 I SLAB, SECURED IN PLACE ,DURING POUR. 5. SLOPE OF GONG. SHALL BE NO GREATER THAN 1:48 (2%). Lu Z I j 8" SQUARE STRUCTURAL f'ERMAGAST COLUMN; O II INSTALL PER MANU. 5PEG,'5 01-05ED P. GONG. STAIR: 12 I. ALL NEW STAIRS SHALL HAVE MAX.-1-5/4" RI +€ MIN. 10" Tr - RISERS SHALL BE CLOSED. 2. 42 HIGH GUARDRAIL 3 _SPINDLE SPACING NOT TO EX15T. HALLWAY --------- 1 -- _---- -- ----- - - I - -- ------- ALLOW PA55AOE OF A 4" 0 SPHERE;36" HIGH f HANDRAIL 6 SPINDLE SPACING NOT TO ALLOW Q PASSAGE OF A 4" (P SPHERE. o 5. ORIPPABLE RAIL AS PER. CODE. 1'-0" �/ PROSE 4. SEE FOUND. PLAN d DETAIL. RAILING NOTE: - - - --- CT' 13 1. TYP. 42" RAIL A5 NOTED. 2. GUARDRAIL d SPINDLE SPACING NOT TO ALLOW IN®IAN M U S E U M PASSAGE OFA 4" SPHERE. 3. RAILING SHALL BE WROUGHT IRON OR 6ALV. STL. tt1 4. PROVIDE EXTERIOR GRADE PAINT AS REO'D OR 6 � POWDER COATING. EXIST. 5. FA5TENIN6 AS PER RAIL MANU. 5PEG.s. 6. HANDRAILS $ GUARDS SHALL BEG P / GL j 7 RES15TINO A LINEAR LOAD OF 50 POUNDS PER LINEAR .D / OPEN'E -� CC// ABOVE II ----------- - O FOOT 8 A CONCENTRATED LOAD OF 200 POUNDS A5 PER SECTION 4.5.1.1 OF ASCE 7. 3 / -- 1080 MAIN BAYV I E Y Y RD 7 D. SEE FOUND. PLAN 3 DETAIL. A-3ol s EXIST. SOUTHOLD, NY 11971 5M/GO Hyl` DRAWING TITLE: O� a EXIST. - -- --- - ------ -- --- 0 �II " m uP PROPOSED FOUNDATION PLAN _ I I 8' o 2 � q EXIST. PAGE: GL. MIN.- on 10- - ea0 ■ VERTICAL PLATFORM LIFT NOTE: -- - - VERTICAL PLATFORM LIFT TO BE CUSTOM FABRICATED BY OTHERS;SHOP DRAWINGS DOCUMENTING CONFORMANCE TO I PERFORMANCE SPECIFICATIONS INDICATED IN FLOOR - -- --- 2 DATE: 09/01/21 4. OF 7 PLAN/BUILDING SECTION NOTES SHALL BE PROVIDED BY OTHERS PRIOR TO INSTALLATION. COMPACT B 6G LFFTS IN I 4 6-5y2 `� ---- --- - 41-41-111 ,_5y2 FROFOSED FOUNDATION PLAN Q P 9 ` 2,Oci-7 S.F. GROSS AREA 50ALE: 1/4" = I'-O" S r Q - - - NEW PARTIAL HEIGHT EX15TINO TO BE DEMOLISHED ,,.., WOOD FRAME (L.O. 5TL. W WHEN APPLICABLE) J EXISTING TO REMA'N NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2x4 STRUCTURAL Q WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS W _J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. ix H NEW 2-HR FIRE RATED d WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) Z Q Z FLOOR FLAN NOTES Z TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: 1 P. GONG. FOUND. WALL AS PER DETAIL UPON O Q 0 P. GONG. FOOTING AS PER DETAIL W • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • ALIGN T.O. NEW FOOTING w/T.O. EXIST. BUILDING FOOTING (B.O. FOOTING 3'-0" BELOW GRADE MIN.); • DRILL 6 EPDXY PIN NEW HOR. REBAR FROM NEW R'.1 Z Q Q FOOTING INTO EXIST. FTG. USING GUIKRETE Tj HIGH-STRENGTH ANCHOR:IN6 EPDXY (OR EQUAL) 6 PROVIDE 6 MIN. EMBEDMENT INTO EXIST. FOOTING. z >: 4 • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN Z rl APPLICABLE) m N • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / LL W (D STOOPS (WHEN APPLICABLE) Lo Ix vi • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHTW OF ALL 6 SLAB (WHEN APPLICABLE) 0 _ a Q � J Q OI6"x8" DEEP P. GONG. CONTINUOUS FOOTING AS PER NOTED DETAIL (TYP.) W O3 NEW 4" THK. UN-REINFORCED P. GONG. SLAB TYPICAL CLOSED FOUNDATION V Lu O4 ® PORCHES / PATIOS: I. SEE NOTED DETAILS V 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY FROM BUILDING 5. FOR 5LA55 ABUTTING FIRAMING, INSTALL COPPER V .J FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, Q BED ALL FLASHING IN ASPHALTIC MASTIC 4. PORCH / PATIO WALL5 OF SEPARATE POURS, SHALL BE DOWELED w/#5 REBAR ® 8" O.G. VERTICAL TO EA. OTHER 6 TO MAIN FOUND. --- - ------- ------ FLOOR DRAIN: O5 I. NEW 5" GUARDED FLOOD: DRAIN w/ B" TRAP 4 DRAIN PUMP, ROUTE DRAIN PIPING TO PROPOSED DRYWELL. ._ \ 2.INSTALL DRAIN PUMP PER MANU. 5PEC.'5. Y 5.PIPING THROUGH OR BELOW FOUNDATION WALLS SHALL BE CAST IRON EXTENDIN6 2' MIN. BEYOND FOUNDATION; CONNECT TO DRYWELL ABOVE DRYWELL PERFORATIONS. O DOOR NOTE: b I. INSTALL NEW 512Xb2 1.5 HR. SELF-CLOSING STEEL i DOOR BY THERMATRU (OR EQ.) EXIST, 2.DOOR TYPE TO SELECT 5.INSTALL AS PER MANU SPEG.'s LIBRARY 5.EXIST. WINDOW HDR/LINTF_L TO REMAIN ACCESSIBLE ENTRAGE Li O I. ACCESSIBLE DOORWAY A5 PER IGC A117.1,CHAPTER 4. i 1 � 2. DOOR THRESHOLDS SHALL BE 1/2" MAX. IN HEIGHT. i VERTICAL PLATFORM LIFT: EXX115T. O 1. NEW EXTERIOR, 5-5TOP VERTICAL PLATFORM LIFT TO BE SM/GO CUSTOM FABRICATED BY OTHERS 2.LIFT SHALL BE IN FULL COMPLIANCE w/ ICG All-7.1 (ACCESSIBLE 6 USABLE BUILDINGS 6 FACILITIES) 6 ASME EXIST. MUSEUM 18.1 (SAFETY STANDARD FOR PLATFORM LIFTS # DISPLAY AREA STAIRWAY GHAIRLIFTS). (1148 S.F) EXIST. EXIST. 5.INSTALL AS PER MANU. 5PEC.'s. 0 GL. GL. VERTICAL PLATFORM LIFT SLAB EXIST. M CO J O 8" THK. P. GONG. SLAB w/ #4 REBAR ® 5" O.G. EXIST. II � E.W. FOR VERTICAL PLATFORM LIFT - SEE BATHROOM MANU. SPEC.'S FOR SLAB SIZE 6 ATTACHMENT RAISED PORCH DECK 10 EXIST.I. RAI5E EXIST PORCH F.F. TO MATCH EXIST. INTERIOR F.F. ,L. ! EL. USING NEW LIGHTWEIGHT CONCRETE (110 LBS/FTs MAX. DENSITY), APPROX 5" THK. 2. PROVIDE b"xb"-10/10 W.W.M. REINFORCEMENT BETWEEN CENTER 6 UPPER � OF NEW NEW LIGHTWEIGHT GONG. SLAB, SECURED IN PLACE DURING POUR. 5. SLOPE OF GONG. SHALL BE NO GREATER THAN 1:48 (2%). Z w II 5" SQUARE STRUCTURAL PERMAGA57 COLUMN; 0 0 INSTALL PER MANU. 5PE'G.s ci - EXIST. j -- - --i-- --- O CLOSED P. GONG. STAIR: OFFICE w � 12 I. ALL NEW STAIRS SHALL HAVE 7 E MAX. -5/4" RI 6 MIN. 10" H Tr - RISERS SHALL BE CLOSED. N (89 S.F.) - 2. 42" HIGH GUARDRAIL 6 SPINDLE 5PAGIN6 NOT TO W ALLOW PASSAGE OF A 4" 0 SPHERE;Bb" HIGH r LLi HANDRAIL 6 SPINDLE .5PAGIN6 NOT TO ALLOW Q PASSAGE OF A 4" m SPHERE. 5. 6RIPPABLE RAIL AS PER CODE. 4. SEE FOUND. PLAN 6 DETAIL. RAILING NOTE: - - - ---- -- - - --- -- 13 I. TYP. 42" RAIL AS NOTED. - -- -- - -- - -- -- PROJECT: - 2. GUARDRAIL 6 SPINDLE: 5PAGIN6 NOT TO ALLOW PASSAG4'E OF 4" SPHERE. ', INDIAN MUSEUM 5. RAILING SHALL BE WR0U6HT IRON OR GAL\/. 5TL. EXIST. 4. PROVIDE EXTERIOR 6RADE PAINT AS REO'D OR POWDER COATING. DN. 5. FA5TENIN6 AS PER RAIL MANU. 5PEC.'s. b. HANDRAILS 6 6UARD5 SHALL BE CAPABLE OF RE515TIN5 A LINEAR LOAD OF 50 POUNDS PER LINEAR _ i FOOT 6 A CONCENTRATED LOAD OF 200 POUNDS ASPER SECTION OPEW T07 7. SEE FOUND. PLAN I4 DETAIL. 7 BELOW -- - - EXIST. ENTRY 1080 MAIN BAYVIEW RD - SOUTHOLD, NY 11971 I _DRAWING_ TI-TLE: --- - - 12 N PROPOSED FIRST FLOOR PLAN X Lu Q -- � i 3¢xb1� 1 PAGE: 0 10 I �-4'-2" MIN. !I EXIST. COVERED PORCH 12 12 NMR-103mo Kz VERTICAL PLATFORM LIFT NOTE: z 4 VERTICAL PLATFORM LIFT TO BE CUSTOM FABRICATED BY '! I - - I --- - ------ N PERFORMAC:EDSPECIIFICATTIIONSNINDICATEDtIN FLOORFORMANTO ---�'m-- II DATE: 09/01/21 5 OF 7 PLAN/BUILDING SECTION NOTES SHALL BE PROVIDED BY Q _ OTHERS PRIOR TO INSTALLATION. - ++ ++ ------------------ - - - -- -- Li 12 13 m i , --- ----- -- II b' -5y2" FROFOSE1�) FIRST FLOOR PLAN 5GALE: 1/4" = P-O" ELEVATION NOTES O NEW CLOSED P. GONG. STAIR Q W W O NEW/RE5ET (WHERE APPLICABLE) RAILING J Q O NEW ENCL05ED VERTICAL PLATFORM LIFT 0 - J O4 NEW 8" 501JARE STRUCTURAL PERMACAST COLUMN O5 O EXI5T. PORCH EL. TO BE RA15E:D 5'I Z O NOTE: HATCHED AREA5 INDICATE AREA5 OF NEW WORK Z Q � W J J 00 Z � Cfl � O Z 4 � Z N ,V-In WCfl F- = Ln � � O w w t— U U - J a i I I li ill I III' I 3 ! I I tl'I I i i I j —�'' -- -- , I 'I I' III III, ,I I I 'III Iil I i I II i� I I Ili I I 2 I n I I I I� III �i I III I I III I I, I (: I I I II I i lI I I III I i II I I I ' II II I I II III, - II II I I I I I I I I I I I I III' I I I III I. III i j 1 I ! i I III I I', I I I I III I I I I I I II i, I I I I I I I I i I ill i Ili I I11 I I .i i I I I j I i� I I I II I III I I I I I I I I I I I I I I I II I I II I II I I Ii I I II III I I I I EAST ELE\/AT I ON (FRONT) NORTH F-LE\/AT 1 ON (fig I O HT SIDE) SCALE: 1/4" = P-0" SCALE: 1/411 z � I W cr Lij o I I I U i I w I I I I I I I I I Q I I i I I I o I I PROJECT: INDIAN M., USEUM 1080 MAIN BAYVIEW RD SOUTHOLD, NY 11971 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS 3 I I I I i I I I 'I I I F PAGE: E: I' A Aw4k &I% A Aml i I I I II I i I I I s r -ZV .JLNUU I I 111. IIS I II I I ; II j ;I II I; III DATE: 09/01/21 6 OF 7 I I I I I I I , Ii I I I I' I I I'• .i I I I i' III 'II I I I it I I F71 F—] i I NEST ELE\/AT 1 ON (REAR) SOUTH ELEYAT I ON (LEFT SIDE) SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" BUILDING 5EGT1 ON NOTES Q ' TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: ui (DP. GONG. FOUND. WALL AS PER DETAIL UPON Ll • P. GONG. FOOTING AS PER DETAIL J • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • ALIGN T.O. NEW FOOTING w/ T.O. EXIST. BUILDING FOOTING (B.O. FOOTING 23'-0" BELOW GRADE MIN); Q • DRILL 4 EPDXY PIN NEW HOR. REBAR FROM NEW I FOOTING INTO EXIST. FTG. U51NO OUIKRETE HIGH-STRENGTH ANCHORING EPDXY (OR EQUAL) d O J PROVIDE 6" MIN. EMBEDMENT INTO EXIST. FOOTING. • 1/2" EXPAN510N JOINT 0 PERIMETER OF SLAB (WHEN J APPLICABLE) AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / j VERTICAL PLATFORM LIFT NOTE: • STOOPS (WHEN APPLICABLE) PLATFORM LIFT TO BE CUSTOM FABRICATED BY O MASON To ACCOUNT FOR FINISH STONE ON THIN SET OTHERS;SHOP DRAWINGS DOCUMENTING CONFORMANCE TO d • FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) --,_-. - --_ - --- -------__- -_--- -_-_-_ PERFORMANCE SPECIFICATIONS INDICATED IN FLOOR -- - - - - PLAN/BUILDING SECTION NOTES SHALL BE PROVIDED BY I6"x8" DEEP P. GONG. CONTINUOUS FOOTING -- - -- - -- - - - OTHERS PRIOR TO INSTALLATION. Z - -- O O2 AS PER NOTED DETAIL (TYP) O NEW 4" THK. UN-REINFORCED P. GONG. SLAB Q � VERTICAL PLATFORM LI'IFT: OW I. NEW EXTERIOR, 5-STOP VERTICAL PLATFORM LIFT TO BE CUSTOM FABRICATED BY OTHERS g J ol 2.LIFT SHALL BE IN FULL COMPLIANCE w/ IGC A111.1 (ACCESSIBLE # USABLE 13UILDIN55 d FACILITIES) d A5ME Z O 18.1 (SAFETY STANDARD FOR PLATFORM LIFTS 8 EX15T. FIRST F.F. EL_.__ STAIRWAY CHAIRLIFTS). ' I ELEV. +3.1' 5.INSTALL AS PER MANU. SPEC.'S. I', J � O ALIGN 6 Z >: VERTICAL PLATFORM LIFT SLAB - > - !I � Z N g 8" THK. P. GONG. SLAB w/ 4 REBAR ® 5" O.G. ---- - �- -- - O ---- LL J i RM IFT - SEE E.W. FOR VERTICAL PLATFO L � W P G's FOR SLAB SIZE d ATTACHMENT ' MANU. 5 E � i� � I Ln r"I • EXIST. PORCH F.F. EL. i' III �, I RAISED PORCH DECK iJ ELEV. +3.5' -- - I' O LA O6 I. RA15E EX15T PORCH F.F. To MATCH EXIST. INTERIOR F.F. 4 F -I 1 EL. U51NO NEW LIGHTWEIGHT CONCRETE (110 LBS/FTs MAX. DENSITY),APPROX 5" THK. AVG. GRADE (BASELINE) 2. PROVIDE 6 x6W.W.M. REINFORCEMENT BETWEEN CENTER d UPPER � OF NEW NEW LIGHTWEIGHT GONG. ELEV. +O.O' I W '-10/10 SLAB, SECURED IN PLACE DURING POUR. 5. SLOPE OF GONG. SHALL BE NO GREATER THAN 1:48 it PROVIDE STUCCO FINISH TO I Q INTERIOR SURFACE OF NEW I 1 W O8" SQUARE 5TRUCTURAL PERMACAST COLUMN; FOUND. WALL e To EXIST. _ 7 R MANU. 5PEG.'s FOUND. WALL, WHERE EXPOSED INSTALL PE i0 = J U RAILING NOTE: EXIST. FOUND. Og I. TYP. 42" RAIL AS NOTED. WALL 8 FOOTING 2. GUARDRAIL b SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE. 5. RAILING SHALL BE WROUGHT IRON OR GALV. 5TL. FOUNDATION LEVEL F.F. EL. 4. PROVIDE EXTERIOR GRADE PAINT AS REQ'D OR POWDER COATING. ELEV. -6.6' ----------- ± 5. FASTENING AS PER RAIL MANU. 5PEC.'s. - b. HANDRAILS d GUARDS SHALL BE CAPABLE OF ALIGN 3 RE515TIN5 A LINEAR LOAD OF 50 POUNDS PER LINEAR A-301 „w.. .. FOOT $ A CONCENTRATED LOAD OF 200 FOUNDS AS PER SECTION 4.5.1.1 OF A5CE-1. 7. SEE FOUND. PLAN b DETAIL. SEGTI ON I -I/A-501 50ALE: 1/4" = I'-O" I I I I i I II I I ' I I I I 2-O" LAP (TYPJ ' I I i PROVIDE 5" (MIN) GONG. COVER OF ALL REBAR WITHIN P. GONG. -- {--- I j FOUND. WALL5 8 P. GONG. FTG'5. ----------fi I Z w ---- --__-_=-1-