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HomeMy WebLinkAbout43296-Z �o�5U4FOlKcoGs Town of Southold 12/10/2019 P.O.Box 1179 :W 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40909 Date: 12/9/2019 THIS CERTIFIES that the building ALTERATION Location of Property: 55200 Route 25, Southold SCTM#: 473889 See/Block/Lot: 62.-2-5.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/30/2018 pursuant to which Building Permit No. 43296 dated 12/11/2018 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: ALTERATIONS AND HANDICAP RAMP TO AN EXISTING BUILDING AS APPLIED FOR The certificate is issued to Southold Historical Soc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 11-25-2019 rCutclftue East P &H .- t o d Signature ±-dr fO(,rTOWN OF SOUTHOLD �gUF1' BUILDING DEPARTMENT ca TOWN CLERK'S OFFICE Py . o� 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#: 43296 Date: 12/11/2018 Permission is hereby granted to: Southold Historical Soc 54325 Route 25 PO BOX 1 Southold, NY 11971 To: Make alterations to an existing building as applied for. At premises located at: 55200 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 62.-2-5.2 Pursuant to application dated 10/30/2018 and approved by the Building Inspector. To expire on 6/11/2020. Fees: COMMERCIAL ADDITION/ALTERATION $425.20 CO -COMMERCIAL $50.00 Total: $475.20 Building Inspect-or---- Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept_of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. f 0131?/Z(9/ cf New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. f I f , Street � Hamlet Owner or Owners of Property: .50���► ,ad 41'S ��9` �oul di� Suffolk County Tax Map No 1000, Section 2 Block 02— Lot S. 2 Subdivision '�1L Filed Map. Lot: Permit No. 45�qr Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ Applicant Signature Town Ball Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 GQ Southold,NY 11971-0959 M UM BUILDING DEPARTMENT TOWN OF SOUTHOLD NOV Z6 2019 Y CERTIFICATION Date: 1 ( S Building Permit No. �� Owner: 3mhow (Please print) r I Plumber: c __.6_c_�G(� �__ _ _ atG�L (Please print) j I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. f (Plumbers Signature) Sworn to before me this5+h day of IV 6Veb 20q Notary Public,5wpk county TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO 01 DW6306900 QUALIFIED IN SUFFOLK COUNT COMMISSION EXPIRES JUNE 30,2 SOF SOUIy # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o �ycou765-1802 - - INSPECPON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE,SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING MAR S: /*No n z tV IM l40 ' -S DATE 1v 1'10114f,8 14f INSPECTOR i l 7 marl souryo -- - # -TOWN OF SOUTHOLD BUILDING.DEPT. cou765-1802 y : '' =: INSPECTION [ ] FOUNDATION 1ST- [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND" = [ ]) . SULATION/CAULKING [ ] FRAMING /STRAPPING [" FINAL [ ]'- FIREPLACE-& CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) { ] CODE VIOLATION [ ] PRE C/O REMARKS: 5!2& ID (2�1/ Aa!!! DATE INSPECTOR } V9 w� r�S ' c s � —Irv. - X i y _�-}- >r. -v, . .� ..�:- .*_ ;� Y ' .� Y��;F.. �,,: ,1 .a�;": �,;,- `. .7 i,. ,` .� T - - .�. . . tx '• ' r �'r;� � � ,, �' yS. , ,- .. : � .. ,_ - - �. ,� .�. v �3��1� i .. "^'4 .. .Y a I � 4� _ c. -, ��ti - _.. � a.r_. - � , r �- ..- �.. _,. ,.:. ..z � � .. c �; Yy> �c ,. � -_�s��� f - i��1 .a,,, �"� - �. :4 0.J � 4 � � 4/_ i M� .. � e _ X51 i 1 1 "� L �.- me kit- IN .�'i rpt t ..1 '�y `'�' �? • � yt '+ � may,, y` 1, s�.�t;� ^S •, � _ r l � !� `�� FIELD-INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ------------------------------------ t 'FOUNDATION (2ND) G' z t l� Wi �sv� ° - okLn ROUGH FRAMING& PLUMBING H a INSULATION PER N.Y,. H STATE ENERGY CODE Sp FINAL ADDITIONAL COMMENTS r• �, RZ1 O z d r� b H TOWN OF SOUTHOLD BUILDING ERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do y u have or need the following,before applying? TOWN HALL" Board of Health SOUTHOLD,INY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 768-9502 c., Suryey Southoldtownpy.gov PERMIT NO. 3 1 Check Septic Form ( N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form l Coni act: Approved ,20 Mail to: Disapproved a/c Phone: �31 � � Expiration _,20 :7 Building I p PPLICATION FOR BUILDING PERMIT OCT 302016 ` Date30 , 20 I BUILDING DE FT- INSTRUCTIONS i aTR s p1icaVlon'MUS e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c, The work covered by this application may not be commenced before issuance of Building Permit. d. Upon,approval of this application,the Building Inspector will issue a Buildang Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose w at so ever until the Building Inspector issues a Certificate of Occupancy. ' f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has riot been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in wr'ting,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. f APPLICATION IS HEREBY MADE to the Building Department for the issui nee 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,or alterations or for removal or demolition as herein described. The applicant agrees,to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. i (Si iature of applicant or name,if a corporation) PO fox SOO MO/a/, lVq 9 • (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,"general contractor, electrician, plumber or builder Name of owner of premises aU�Gi(7�CC lh i ))n+"Soell (As on the tax roll or latestl deed) If applicant is'fa c/Qrporationn, signature of duly authorized officer (Name acid title of corporate officer) Builders License No. Plumbers License No. Electricians License No, Other Trade's L'icense No. 1. Location of land or}which proposed work will be done- 5-5-2-00 /fain alb House Number Street Hamlet County Tax Map No. 1000 Section �� Block C Lot s. Z i Subdivision —_ Filed Map No. Lot 2, State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyT��s 1 ffL i j:1 IA L b. Intended use and occupancy A+3 -- 3. ,-3 _3. Nature of work(check which applicable):New Building Addition Alteration "V Repair Removal Demolition Other Work (Description) 4. Estimated Cost 1 _ Fee (To be paid'on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars i 6. If business, commercial or mixed occuparIicy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front -70 Fl- Rear `]Co F?- Depth 3o rr Height Number of Stories Dimensions of same structure with alterations or additions: Front r1 Rear Depth 30,f Height _( y P—, Number of Stories_ j- 57bR-7 8. Dimensions of entire new construction: Front_ Rear Depth Height Numb8r of Stories 9. Size of lot: Front RebarDepth � � 3q10. Date of Purchase Name of Former Owner nn 11. Zone or use district in which premises arel situated tIQI'Y1� " .�t7 5l'MSS 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES T30 '�IWill excess fill be removed from premises? YES NO 14. Names of Owner of premises _ Address Phone No. Name of Architect i_ Address Phone No Name of Contractor Address Phone No. 15 a. Is this,property.within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES,'SOUTHOLD TOWN TRUSTEE,�o & D.E.C.PERMITS MAY BE REQUIRED. b. Is this-property within 300 feet of a tida�wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQ,UIRJED. 16. Provide survey, to scale, with accurate foLndation plan and distances to property lines. i i i J l' 3l r � I 17. If elevation,at any point off property is at 1i 0 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions mirith respect to this property? * YES NO °' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: , COUNTY OF ---being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) abb�ove(named, CONNIE D. BUNCH �)C{'CU' !9@ ,�f d*,�C 7Z)rj Notary Public, state of York (S)He is the No.o.01 01 BU6185050�0 (Contractor,Ageiit, Corporate Officer,etc.)Commission Expires April 14,'2-2a 0 of said owner or owners,and is duly authorized tolperform 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filod therewith. Sworn to before me th}}'� day of CJ 20J, Lyn _ ��/ ;Zp 1 41zl�Z� Notary Public Signature of Applicant ARCHITECTS LETTER of TRANSMITTAL bbs LANDSCAPE ARCHITECTS ENGINEERS 244 EAST MAIN STREET I PATCHOGUE NEW YORK 11772 I T 631 475 0349 F 631 475 0361 www BBSARCHITECi'URE COM 187 WOLF ROAD,SUITE 205 1 ALBANY ( NEW YORK 12205 T 518 621 7650 F 518 621 7655 TO: Town Hall Annex Building DATE: May 21, 2019 P.O. Box 1179 54375 Main Road JOB No.: 17-326 Southold, NY 11971 ATTN: Mr. Damon Rallis RE: Southold Historical Society Pettit Center ADA Renovations-ADA Ramp WE ARE SENDING YOU ®ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑ DESIGN/ ❑ RENDERING(S) ❑ PRESENTATION INFO. ❑ SED SUBMISSION(S) ❑ BID PACKAGE DEVELOPMENT ❑ BID RESULTS ❑ PROJECT AWARD ❑ CONTRACT(S) ❑ CAD DWG.(S) ® PLAN(S) ❑SPECIFICATIONS ❑ SHOP DRAWING(S) ❑ SUBMISSION(S) ❑SAMPLE(S) ❑CLOSEOUT DOCS COPIES DATE NO. DESCRIPTION STATUS 4 May A2,01 Proposed ADA Entrance Ramp Plans and Section Signed&Sealed- 2019 For Permit Submission THESE ARE BEING TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL ❑ FOR YOUR USE ❑APPROVED AS NOTED ❑SUBMIT COPIES FOR DISTRIBUTION ❑AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN_CORRECTED PRINTS ❑ FOR REVIEW AND COMMENT ❑ FOR BIDS DUE ® FOR PERMIT SUBMISSION Remarks: Hi Damon, As discussed, please find enclosed (4) signed and sealed plans of the ADA entrance ramp for submission for the permit. If you should have any questions, feel free to contact me. D) , Igned: s cc; D.Witte-Walker y 3 0 2019 Steven E. Smith BBS File Transmittal No,001 1 of 1 ,STORIC ton "caC Soder � n o southAdqfis o `~ 54325 Main Road �s • It P.O.Box 1 ' Southold,NY 11971 AOVNDED 196 Phone: (631)765-5500 Fax: (631)765-$510 August 9, 2019 Janet Larsen Dear Damon, President Sara Evans Please find enclosed photos of the process of building the ADA ramp, for which 1st Vice President we have an open permit. Paul Edelson 2nd Vice President I believe it needs to be inspected at this point. Dick Romeo has been on site but if Jay Cardwell Treasurer you need to have access to the inside,please let me know. Elizabeth Barratt Assistant Treasurer Many thanks for all of your assistance. Margaret "Lee"Cleary Secretary Sincerely, Herb Adler,Jr. f L� Constance "Tippy"Case G Elizabeth Goldsmith Caroline MacArthur Deanna Witte-Walker Rosemary McKinley Judith Phinney Marie Scalia Mickey St John Elyse "Chris" Wruck Richard Vessa Trustees Deanna Wttte;6k alker Executive Director Amy E.Folk Manager of Collections Stephanie DellaSperanzo Office Administrator Walter R.Jackson Office Assistant/Receptionist Website: General Email. Director's Email www.soutliolditistoricalsociely.org info@soutltoldltistorical.org D.Walker? REV. DATE ITEM SURVEY OF PROPERTY ARCHITECTURAL SPECIFICATIONS: LEGEND: a t SO UTHOLD 1.THE WORK CONSISTS IN GENERAL OF SITE PREPARATION AND CONSTRUCTION OF THE CONCRETE AND WOOD jEWEX TO WN OF SO UTHOLD FRAME RESIDENTIAL BUILDING AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THESE SPECIFICATIONS. SUFFOLK COUNTY, N. Yi EXIST.BDR . M 2.ROLE OF THE ARCHITECT.THE ARCHITECT WAS RETAINED BY THE OWNER: \\ NEW COLLECTIONS STOR �.. SECTION/DETAIL MARKER 1000-62-02-P/0 5.2® SCALE.' 1" 30' HA.AwG�JURspCT�ioNICIENT DRAWINGS AND SPECIFICATIONS FOR REVIEW BY GOYER�IMENTAL AGENCIES NOTICE 296 s.f. APRIL 6, 2016 B.TO PROVIDE ADDITIONAL CONSULTING SERVICES WHEN,AND IF,50 REQUESTED BY THE OWNER DURING THE THESE DRAWINGS ARE BASED ON CONSTRUCTION UTE CONSTRUCTION PHASE OF THE WORC DRAWINGS NOT PREPARED BY BBS ARCHITECTS,LANDSCAPE ( ,00 o MARCH 26, 2019 (SPOT EL.) ARCHITECTS AND ENGINEERS,PC.AND,THEREFORE,MAY - lv E R+ �j NOT REPRESENT THE CONDITIONS AS CONSTRUCTED AT THE lc= EXTERIOR RAMP GENERAL NOTES/: I � TAT GENE AL NOTES: AS SUGGESTIVE INFO MATIONASTHEEYMATIME. ALL EMSTING CONDITIONS SHOWN YRNOTHAVEB EN S BUILT AND DETAILED PER THE ORIGINAL DOCUMENTS OR PER •� yo R THE OWNER'S INFORMATION. \ DN 1. ALL RAMP FRAMING MEMBERS,JOISTS,RAMP STRINGERS,GIRDERS,STRUCTURAL Y y" I. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS,P'ERlITS,CERTIFICATES OF OCCUPANCY, \ POSTS,LEDGERS,ETC,SHALL BE PRESSURE TREATED. E ORIGINAL DOCUMENTS: \\ EXIST.LP, EXIST.D.R. EXISTING 2. ALL OTHER COMPONENTS - (I.E.4x4 RAILING POSTS,TOP RAIL,5U5RAILS t INSPECTION APPROVAL,ETC.FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. \ NEW�XPiI31T SPACE NEW EXHIBIT SPACE I KITCHEN I IXTRIMS/RISERES SHALL BE DOUGLAS FIR LARCH 55 OR BETTER FINISH AS ATCH 2� 38�) sof- Li � I SELECTED BY OWNER BASIN O 2.ALL WORK TO BE DONE IN CONFORMITY WITH THE INTERNATIONAL BUILDING CODES,ALL LOCAL CODES,AND 221 of. 165 s.f. � _ _ _ = 3. ALL Y4 X 6 DECKING SHALL BE AS SELECTED BY OWNER APRON `�J NATIONAL ELECTRIC AND PLUMBING CODE,LATEST EDITION5. EXISTING 4• ALL CONCRETE SHALL BE MIN.3000 PSI. Y I DEN 5.ALL FASTNERS AND STIMPSON PRODUCTS SHALL BE GALVANIZED. x.02 CMF 3.CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED DIMENSIONS PRIOR TO STARTING WORC Y '.� I I CONTRACTOR SHALL INSTALL ALL STIMPSON CONNECTORS,HURRICANE TYDN'S a CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY OF ANY D15CREPANCIES PRIOR TO STARTING WORK 124 e.f. CAPS,ETC.AS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDED Y SLATE I FASTENERS. 4. ALL MATERIALS TO BE USED ON THIS PROJECT SHALL BE INSTALLED IN STRICT CONFORMITY WITH THE SL- STOO -A____P AN 6. ALL FINISH MATERIAL AND FINISH SELECTIONS SHALL BE BY THE OWNER = N/O/F P MANUFACTURER'S RECOMMENDED SPECIFICATIONS FOR INSTALLATION OF THEIR PRODUCT. 3' 60 COR IES Looe 555 5.CONTRACTOR SHALL MAINTAIN COVERAGE FOR ALL INSURANCE5,BONDS,ETC.,AS REQUIRED BY LAW AND � o N/O/ROA LLC BY THE OUNER MAIN ® Z CO 555p0 6.THE CONTRACTOR SHALL PROVIDE ALL SAFEGUARDS AS REQUIRED TO PRECLUDE INJURY TO OWNERS AND AREA WORK ----- ----- WA m o CONTRACTORS PERSONNEL,AND TO ALL OTHER PERSONS AT THE CONSTRUCTION SITE. - -- - -- WALKS COMMERCIAL,RAMPED ADA NEW DOOR AS SELECTED THRESHOLD,R50-SMRAK BY 1.CONTRACTOR SHALL EXERCISE GOOD JUDGMENT TO MINIMIZE DAMAGE TO ADJACENT PROPERTIES. ALL V-31 "F'EMKO".REFER TO DOOR BY 01NER AREAS DAMAGED DUE 70 NEW CON5TRUC710N SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT NO KEY PLAN HARDWARE SPECIFICATION ADDITIONAL COST TO THE OI.UNER FOR ADD'L INFO. DOOR BOTTOM/SHOE - NO SCALE FEMKO 210APK 8.THE CONTRACTOR SHALL PROTECT ALL AREAS OF WORK FROM INCLEMENT WEATHER DURING AND AT THE SEE ENLARGED NEW DECK N 70.05 END OF DAILY OPERATIONS. ALL WORK AND MATERIAL OF TH'15 PROJECT AND ADJACENT SURFACES SHALL PLAN THIS S-EET PARCEL Np 76.46'30��E 4.e' N BE PROTECTED FROM DAMAGE. IN THE EVENT OF DAMAGE,THE CONTRACTOR SHALL BE RESPONSIBLE 70 FOR PROPOSED 2" _ + N 6.9' °' MAKE ALL REPAIRS AND REPLACEMENT NECESSARY TO RESTORE THE AREAS TO THEIR ORIGINAL CONDITION RUN FLASHING UNDER " B' D ouuM tr o NEW RAMP PLANS THRESHOLD,CONT 11/2 DROP TO NEW DECK T- 4 o cry AND TO THE APPROVAL OF THE OWNER AND AT NO ADDITIONAL C05T t0 THE OWNER FLASHNG WITH DRIP EDGE. (V.IF) �4. Z �tpeo " " " c EXIST.HOUSE BAND,V.I.F. HISTORICAL p R�TT `ROREO� R��COP- 9.ALL PROJECT WASTE MATERIAL AND RUBBISH TO BE DISPOSED IN CONTAINERS PROVIDED BY THE NEW 2 x(oJOISTS A 12 O.C. NEW 2"x6"LEDGER OLD H o uM 0/F " " SOUTM SOCIETY � 6? ROP�� off- N LANE CONTRACTOR FOR SUBSEQUENT LEGAL OFF-SITE DISPOSAL. CONTAINER LOCATION SHALL BE COORDINATED SIMPSON JOIST HANGER o RP��E� cmc. 1�p E JOHNIE LANE WITH THE OWNER OFF-SITE DISPOSAL SHALL BE ON A REGULAR BASIS. AT EACH JOIST,SECURED EXIST.HOUSE - k .o N�5•�is V, LAUR WITH(2)V2"0 LAG BOLTS. PLATE V.IPr o� t6• o. 26• U� a' a , �y 5A g wN� 10.ALL INTERIOR 5UR=ACES DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED TO EXIST.EXTERIOR ° EXIST.HOUSE 2 2+25 + 6 6 o MATCH EX15TING CONDITIONS TO THE APPROVAL BY THE OWNER,UNLESS OTHERWISE NOTED. SHEATHING,REMOVE a. FOUNDATION,VIP. �'. • SIDING AS REQUIRED. ° p 25.5 0, NEW RAMP 11.EACH TRADE SHALL FAMILIARIZE THEMSELVES WITH THE INTENT AND SCOPE OF THE WORK AND THESE EXIST.GRADE,V.if. 5. 25. PLANS AND COORDINATE THE INSTALLATION OF THEIR WORK WITH EACH OTHER AND ALL OTHER TRADES. a P 14 vl2s 4+ +25• N 6$ 12.ALL MATERIALS TO BE INSTALLED IN THIS PROJECT SHALL BE "NEW". ALL MATERIAL AND INSTALLATION OF EXTERIOR }� �I THRE5HOLD t EXIST.TREE .6 FF � WOR ,SHALL BE GUARANTEED BY THE CONTRACTOR FOR(1)YEAR AFTER THE DATE OF ACCEPTANCE BY THEI / ��,•, I TO REMAIN 25. + k '° OIUJER 1� (Y IFS a y -- �, 13.4' •� 13.DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. +25.1 SCALE: lib" = 1'-0" SCALE: 11/211 : �'-0° SEL a+ 2 N/�/F PAP, 16 3' JOAN KEN 14.DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF NO TH �Z5 25'0 0 THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO CONTRACTOR TO PATCH 5.4 0. CONTRACTOR SHALL WALL TO MATCH EXISTING +24.6 +25'1 BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT,EXCEPT BY AGREEMENT, IN WRITING X �U 25.1+ 24.8 � NEW 3'-0"x 6'-8"OUTSWING REMOVE AND DISPOSE OF ADJACENT�REQUIRED. +25.2 PARCEL so q, AND WITH APPROPRIATE COMPENSATION 70 THIS ARCHITECT. vj DOOR STYLE AS SELECTED EXISTING WINDOW. »E» N4 - 1'1.2E' Q -a Q_ Cla � BY ouNER WALL ;'SMF 15. THE CONTRACTOR 15 SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND FOR o�N THE SEQUENCES AND PROCEDURES TO BE USED FOR THE COMPLETION OF THIS PROJECT. 10 O CONTRACTOR t0 PATCH N 115 9 �$ �N�NcwP� 0/F ROUGH CAR ENTRY: < U " W � � � z WALL TO MATC44 EXISTING ADJACENT AS REQUIRED. PARD EL o x•05,5�"W R��P DONNA M MO()SERA 611 tl` �,e' S, ROBERT MOS 1. ALL WOOD IN CONTACT WITH MASONRY,SHALL BE PRESSURE TREATED GCA. O ? w 16.3 PARCEL f1 V ER• N 2. ALL FRAMING TIMBER AND DIMENSIONAL LUMBER TO BE DOUGLAS FIR,WITH A MINIMUM OF 1500 PSI IN �1 1 w GAGE � »D � -� R b' , o GP BIN EXTREME FIBER STRESS IN BENDING. {. Q 1 M 3. ALL BOLTS,CLIPS,AND NAILS TO BE HOT DIPPED GALVANIZED. NAIL PER N.Y.STATE UNIFORM BUILDING Q U Z 1 , CODE NAILING SCHEDULE. ILJ 11, 1'1 6.0 G1-R• � 4. OPENINGS MARCED RO.ON PLANS ARE ACTUAL ROUGH OPENING SIZES. � � < 1, I1 1 1 , 1', 1 11 1 O ® =MONUMENT O • '11 1'1 5'-0" 51_011 51_011 51_011 '\ ',, ✓ NEW(2)2x12 WITH 11/2" PATCH/CUT FINISHES t0 PLYWOOD FADER AND(2) n G ELEVATIONS REFEREI,'CED TO NAVD 88 TOTAL AREA-14,114 SO. FT. N.YS. LIC. NO. 49618 MATCH EXISTING ADJACENT JACK STUDS EA SIDE !1- 1 - ----- ------- -------------------------------- ---------------------- - ------------------------ --------------------- --------------------- ---- --T-- ----------------------------------T- ANY ALTERA770M OR ADDITION TO THIS SURVEY IS A V10LA77ON PECONIC SURVEYORS, P.C. __________ -----------------__---------------________________�________________ OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 NEW DOOR t 33AI' --------------------------------- EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77FICA77ONS 1 „ HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 (t 6'-S" AFF) I�0 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 15-206 NEW Ix DDDR FRAME 'I WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Yr 11971 ,p. I1', 111'11 HAND RAIL EXTENSION,TYP.OC HAND RAIL EXTENSION,TYP. .� A 1:11 SLOPE 1 1 tl_p_II p� Zxb TOP RAIL lT1P) 51TE \/ 2x4 VERTICAL RAIL(TYP) NEW V-0"x 6'-8"OUTSWNG t t[ DOOR,STYLE AS SELECTED -= BY OUNE R "- Lu -- - ------------------------------------------------- ----------------- ----------- - 1-� J 1 ---------------v__--------- ------------ -- -------- ----------- --------------------- -------------- ---------- COMMER --------------- -------- ------------ ----------- ----------------------------------------------- ------------------------------------------------ -� SCALE- P 3m'-011 -1� NEW THRESHOLD, RAMPED U LME of 4x4 Post(TYP) NORTH NEW 4x4 POST,BEYOND Wm SMMRRAK BY PEMKO". O U REFER To DOOR 0 HARDWARE SPECIFICATION I �"x 1 2"BALUSTERS _1 0- 70, D 2'-B" 5'-0" 5'-0" 5'-0" -0 511/2"O.C.(TYP) FOR ADD'L INFO. LME OF 2x4 SUBRAIL AND MIDRAIL(TYP) 2x4 MIDRAIL(TYP) - B _� THRESHOLD - SET M A Y. S�S A201 LINE OF 2x6 TOP RAIL(TYP) ARCHITECTS CERTIFICATION - RUN THRESHOLD UNDER 1x4 SUBRAIL(TYP) � BEAD OF CAULK CHK. BY: TFE UNDERSIGNED CERTEES THAT TO THE BEST OF HS KNOWLEDGE SECURE POST END BAND 1 WITH(2)1/2"#BOLT ^I� THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT EXTERIOR �M P OP� �� i ' N�FORMATION, AIS BEL�F, TI PLANS Atm SPECFICATIONS ARE �J 'a a 1`r7T FI-OOR INDICATED ISS INSTRUMENT OF SERVICE AND THE ENLARGED I�( ACCORDANCE WITH APPLICABLE REOURRENTS OF TFC NEW YORK 2"X6"END BAND F F. t 2C�8' PROPERTY EE BBS ARCHITECTS,LANDSCAPE ARCHITECTS NGEMENT OR ANY USE OF THIS &2h STATE UNIFORM FRE PREVENTION AND BUILDING CODE, THE NEW YORK IN SKIRTING AS . 4 X 6 DECKING(TYP) ANDENGINEERS, FOR ANY OTHER PROJECT IS PROHIBITED.ANY SCALE I/1" = 1'-m" STATE ENIRGY CONSERVATION CONSTRUCTION CODE, AND N SELECTED BY DINER 2X6 JOIST ALTERATION OR REPRODUCTION OF THIS DOCUMENT IS O 12"O.C.(�) LINE OF EXIST.GRADE(VIP) ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE - CONFORMANCE W H THE ICC ANSI A117.1-M STANDARDS. (2)2x6 G1RpER ARCHITECT OR ENGINEER. NO TN 111 PAD OUT GIRDER Y2"AS 2x6 JOISTS - SECURE EA 6'-a2 REQUIRED TO FIT POST BASE-�/lu :. ' JST.TTOG oRH25AZ END I I (2)2x6 GRD -SECURE t0 HURRICANE TYDN(TYP) CONC.FTG.WITH"SIMPSON" LAWRENCE SALVESEN, AJAL LIC. NO. 020623 POST BASE MODEL:A5W44Z e J " TI Lu 2x6 LEDGER- CURED TO EXIST.HOUSE SI PLATE WITH -SET a x 8 L.THREADED SIMPSON STAND- ANA(2))�" SECURE t0 POST CAP(TYP) BELOW GRADE - TOP OF AS.INTO TOP OF FTG. m FTG'S TO BE MIN 3'-0" A2�' ARCHITECTS DIA EXP.BOLTS® 12"OAC. FTG.TO BE MM.6"ABOVE LANDSCAPE ARCHITECTS GRADE(TYP) a � j� ENGINEERS "' �- EXTEIRiOIR _ 244 EAST MAINSTREET 187 WOLF ROAD,STE.205 5ECTION PATCHOGUE ALBANY N TE 631..47 5 0349 TK 11772 E 518 621 650W YORK 5 s „ , " SCALE: 1/2" o V-0" F.631.475.0361 F.518.621.7655 SECURE 4"x4"POST TO 4" POURED CONCRETE SLAB DOOR-AND FRAME 5rnE www.BBSARCHITEC-rURE.COM CONC.FEC.WITH 'SIMPSON" WITH 6x6 W40 X Wold WWF OVER POST BASE MODEL: ABW44Z 15MIL POLYETHYLENE VAPOR SELECTED BY OIINER -SETA"t x 8"L.THREADED BARRIER OR APPROVED EQUAL ' I 1x6 TOP RAIL(71'P) 11.1 BLOCK SOLID AT MIDPOINT A.B.INTO TOP OF FTG. FILL AND TAMP TO S5% 1111 , 811 Itl FOR ALL JOISTS AND SECURE TO POST CAP(TYP) " 2x4 VERTICAL RAIL(TYP) " SECURE 4"x4"POST t0 COMPACTION. 12 MN.HANDRAIL NEW I� 4 STEEL ADA HANDRAIL(TYP), t STRINGERS(TYP) 2x6 TOP RAIL(TYP) EXTENSION,TYP FINISHASSELECTED BY OWNER CONC.FTG.WITH "SII1PSON" 7\ < '001 it 2x6 JOIST j 1 1. LINE OF 4x4 POST(TYP) POST BASE MODEL:A13W44Z � ' ';•�:�. 11 `\I 1 . qpA"t V"" t 1/r'•""V dd i's 2x4 VEREIC,�L RAIL ITYP) -SET x 8"L.THREADED g*p '�°`<, c°1"�r � ' m '1 1 @ ffi,FL� & a 3 SECURE t0 POSTS ITYPJ EACH SIDE. t> k < i 1 a 12 OL.ltl'P) AB.INTO TOP OF FTG LINE OF "4 CONC. "'�"• <t•: 1 I " " e 2x4 VERTICAL MIDRAIL(TYP) " FOOTING(TYP) s 11/2 x W1/ BALUSTERS NEW 44 POST SECURE TO POST CAP(TYP) 11 MN.HANDRAIL _�3 s e 511/ OC.(TYP) ION, cp1_ I 2" EXTENSION,TYP. - --- -------- `�- __t __ �__ - -- --- 2x4 MORAL(TYP) t> s 3 TR R ---------------------- - ---- --------------------------------- --------- --- ---- _---- --�-- --; W 4x ----- ------ '. - - ---- - - - GRAD IF (TYP) NE 4 POST- -------------------- tp.'cg -------- --- - ---- ------ -------- - - - - -- - - -- 1 CONFIRM ALL EXISTING 1'1 ', l �ll'�' . . •. , . • ': .. ' .:�,• 5 2x4 VERTICAL SUBRAIL(TYP) / x 6 DECKING(TYP) 2x6 STRINGER 2x4 SUBRAIL(TYP) 2x6 STRINGER '4 ` 2 JOIST e 9 O.C.(T1'P) � �r„r 1ST FLOOR FF. t 268' _ • "OC.l17P) x1<;. III 2x6 STRINGER m f - tr 1.11 SLOPE `" A - -__y MAX 1142"LIP AT CONNECTION POINT ' 2x6 STRINGER � ^,n A2Id1 OF RAMP t0 CONC.PAD,Glt/ .4 ADJUST DECKING TO MEET = LINE OF EXISTING _ REQUIREMENT 2x6 STRINGER G D t 255' PROJECT :'• ELEVATION AT EXIST. _ f _ ... .� - >�� GRADE t 25.0' Al Cnitf a 50U11•IOLD HISTORICAL 50GIE71' 2x6 STRNGE _ - _ _ - - - - - } LINE of EXIST.GRADE IYIFJ 11 PEITIT CDM ADA WGRADES 4 OU CONC 5 POURED RETE LAB I' II __-- _-- _ PAD OUT GIRDER 2 AS WITH 6x6 W4.0 X W4.0 WWF OVER i i�EQUIRED 70 FIT POST BASE 2x4 CONT.LEDGERL SECURE 4"x4"POST TO EXIST.CONCRETE ' LA1�MUSIal`1 COMPI. ' f SECURE to 4"THK, 15MIL POLYETHYLENE VAPOR . 11)2x6 GRD -SECURE t0 " CONC.FTG.WITH "SIMPSON° WALKWAY,V.IF. SCUTHOLD,NY 11191 Is 31. 1 11 2'-63'1 NEW CONCRETE SLAB t0 CONG.FTG.WITH 11CIMOC/�I" 8" o CONC.FTG.-BA. CONCRETE PAD wlY4 o X BARRIER OR APPROVED EQUAL POST BASE MODEL:ABlU44Z (2)2x6 GIRDER LINE OF 4x4 POST 2x6 STRINGER 2x4 CONT.LEDGER- 4 2-48 5 0 4 3-1/2"EXPANSION FILL AND TAMP TO 9590 " L. 1 s 9"O.C.(TYP) SECURE TO 4"THK CONNECT FLUSH TO EXISTING POST BASE MODEL:ABW44Z FTG'S TO BE MR 3'-0° -SET} 0 x 8 O THREADED DWG TITLE ANCHORS®16"OAC. 5'-911 CONCRETE PAD w/Ya''b 10'-3r' CONCRETE WALKWAY,V.I.F. -SEt)�"o x 8"L.THREADED BELOW GRADE - tOP OF COMPACTION AB.INTO TOP OF FTG. PROPOSED ADA RAMP X 311/2"EXPANSION 8 A.B.INTO TOP OF FTG. FEC.TO(T MIN 6"ABOVE SECURE TO POST CAP(TYP) PLANS 4 SECTION 13 ANCHORS e 16"OL. SECURE 4"x4"POST TO SECURE TO POST CAP(TYP) GRADE(TYP) 5 CONC.FTG.WITH 'SIMPSON" SCALE: AS NOTED POST BASE MODEL: ABW44Z -SET X2"0 x 8"L.THREADED DATE: MAY 20M A.ENLAI'�-1:7"C'ED EXTERIOR RAMP FRAMING FLAN SE NEOoPOS TOP FTG. EXTERIOR RAMP 5ECTIOil A D,) L. !10 . SECURE t0 FOSE CAP(TYP) � �, �'" BID PILI DATE: Tgp FILE NO: h-326 SCALE: I/2" = 1'-m" tt4AY 3 0 2019 '- SCALE: lie" = 1'_/nll NO TH A2.01 OF EXISTING WINDOW G.G.TO REMOVE REMOVE EXI51'ING AT EXIST. BATHROOM - EAST WALL - E X 15T INe AND GRILLE EXISTING SOFFIT BATHTUB REMOVE EXIST.GYP.BD"AND INSULATION, REV. DATE ITEM BEDROOM TBE OW WINDOW AT il'-m" - COMPONENTS SEE PROPOSED PLAN FOR ADD'L INFO. NO. 12-m5-IS ADD °I ±g' DEMOLITION AND REMOVAL KEYED NOTES: ARCHITECTURAL 5PEGIFIGATIONS: GfRA5 l 3 G.C. SHALL REMOVE EXISTING LINOLEUM FLOORING, WALL BASE AND MASTIC THROUGHOUT ENTIRE BATHROOM AREA IN ITS 103 5F 1 O ENTIRETY DOWN TO WOOD SUBFLOOR. I. THE WORK CONSISTS IN GENERAL OF SITE PREPARATION AND CONSTRUCTION OF THE CONCRETE AND WOOD NOTE: P FRAME RESIDENTIAL BUILDING AS SHOWN ON THE DRAWINGS AND A5 DESCRIBED IN THESE SPECIFICATIONS. GRAB BARS SHALL BE INSTALLED II: ' . ' . 1 �� EXISTING VENT GRIL-E G.C. SHALL REMOVE EXISTING WOOD PLANK FLOORING AND WALL BASE THROUGHOUT AREA IN ITS ENTIRETY DOWN TO WOOD TO SUSTAIN A DEAD WE164PT OF 250 X I5T INC > 2. ROLE OF THE ARCHITECT. THE ARCHITECT WAS RETAINED BY THE OWNER: POUNDS FOR 5 MINUTES AND AS 5EDROOM1 TO REMAIN,TYP, SUBFLOOR. I % r= - �- REMOVE ALL EXISTING A. TO PREPARE SUFFICIENT DRAWINGS AND SPECIFICATIONS FOR REVIEW BY GOVERNMENTAL AGENCIES PER ALL APPLICABLE CODES. 7 _ I == CLOSET AND SHELVING 3 THROUGHOUT EXISTING BATHROOM - G.C. SHALL REMOVE AND DISPOSE OF EXISTING CERAMIC WAINSCOT/WALL TILE HAVING JURISDICTION. 3 -- ' I O THROUGHOUT TUB AREA. IN LOCATIONS WHERE THE EXISTING WALLS ARE TO REMAIN AND RECEIVE NEW FINISHES G.C. _ I INSTALL NEW �2 ' 8. TO PROVIDE ADDITIONAL CONSULTING SERVICES WHEN, AND IF, 50 REQUESTED BY THE OWNER DURING THE 142 5 6i EXISTNG WOOD 5 = GYP•BD,AT EX 15T INS SHALL REMOVE/REPLACE/PATCH EXISTING WALL BOARD SURFACES - READY TO RECEIVE NEW FINISHES. CONSTRUCTION PHASE OF THE WORK. PROVIDE SOLID 2 x 4 AREA OF WORK FLOORING TO 8E. �v� I CEILING AREAS OF G.C. SHALL CAREFULLY REMOVE EXISTING DOORS, FRAMES AND HARDWARE. TURN OVER TO OWNER - LOCATE WITHIN BLOCKING AT ALL GRAB EXISTING REMOVED= _ L - SOFFIT REMOVAL O EXISTING BUILDING OR DISPOSE OF AS DIRECTED BY OWNER. GENERAL NOTES: BAR CONNECTOR POINTS , TI-IROOM �2�>9� f>, 7 1 6 8 - 10 9 1 1 1 - - -- - 1 1 I I - �` THROUGHOUT EXISTING BATHROOM - G.C. SHALL REMOVE AND DISPOSE OF ALL EXISTING PLUMBING FIXTURES, FAUCETS, I. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, GYPSUM BOARD - O VANITY, TUB, TOILET, ETC. IN THEIR ENTIRETY. G.C. SHALL ADJUST/CUT BACK ALL PLUMBING PIPING. INSPECTION APPROVAL, ETC.FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. I- EX15TING WOOD FLOORING TO REMAIN 11�i" DIA.pTAINLESS _ _ 2. ALL WORK TO BE DONE IN CONFORMITY WITH THE INTERNATIONAL BUILDING CODES, ALL LOCAL CODES,AND STEEL GRAB BAR THROUGHOUT EXISTING BATHROOM G.C. TO REMOVE AND TURN OVER TO OWNER OR DISPOSE OF AS DIRECTED BY OWNER, �.. xxx SDE 6 ALL PAPER TOWEL DISPENSERS, TOILET PAPER DISPENSERS, SOAP DISPENSERS, MIRRORS, ETC. IN THEIR ENTIRETY. NATIONAL ELECTRIC AND PLUMBING CODE, LATEST EDITIONS. (SEE FIXTURE SCHEDULE) CLOS. 7 10 / 4 4 7 " 4�-+ � _ _ 3. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED DIMENSIONS PRIOR TO STARTING WORK. - - O EG.C. SHALL REMOVE AND NTIRETY INCLUDING ANY &I ALL MECHANICAL EXISTING WOOD MEDCAL AND GYP DEVICES SCHEDULED FINISH WALL REMOVED.CONSTRUCTION N ITS CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO STARTING WORK. ± C. SHALL 4'-0" x 6 lm" ±4'-2" x 6'-10" I > PATCH/REPAIR ADJACENT WALLS, FLOORS, AND CEILINGS TO MATCH EXISTING ADJACENT. 4. ALL MATERIALS TO BE USED ON THI5 PROJECT SHALL BE INSTALLED IN STRICT CONFORMITY WITH THE NEW R.O. XI5TING OPENING MANUFACTURER'S RECOMMENDED SPECIFICATION5 FOR INSTALLATION OF THEIR PRODUCT. EXI GING AND RELOCATE AT EEXIST. OF BATHROOM A HROREMOVE- O ASSOCIATED REMOVELL RDWARE DTHROUGHOUT SPOSE FALLLAREAS EXISTING OF WORK.G & WALL MOUNTED LIGHTING FIXTURES, MECH. GRILLES, AND ALL 5. CONTRACTOR SHALL MAINTAIN COVERAGE FOR ALL INSURANCES,BONDS, ETC., AS REQUIRED BY LAW AND CONSTRUCTION LEGEND CAP DUCTWORK A5 ALL GYP.BD. IN ORDER BY THE OWNER. NECESSARY. SEE TO INSTALL NEW SOUND O THROUGHOUT EXISTING BEDROOM #2 ALL EXISTING ELECTRICAL OUTLETS ON THE NORTH AND EAST WALLS ARE TO REMAIN. NEW PARTITION WALL - 2"x4" WOOD STUDS AT 16" O.C. WITH (1) LAYER PROPOSED PLANS. BATT INSULATION, SEE I 6. THE CONTRACTOR SHALL PROVIDE ALL SAFEGUARDS AS REQUIRED t0 PRECLUDE INJURY TO OWNERS AND Y" GYP. BOARD WITH (1) LAYER Y2" MOLD RESISTANT GYP. BOARD ON PROPOSED PLAN FOR I G.C. SHALL REMOVE AND RELOCATE EXIST. HVAC WALL GRILLES & MODIFY DUCTWORK AS REQUIRED. CONTRACTORS PERSONNEL, AND TO ALL OTHER PERSONS AT THE CONSTRUCTION SITE. TOILET ROOM SIDE. PROVIDE FIBERGLASS ACOUSTIC SOUND BATTS P ADD'L INFO. I I 10 BETWEEN STUDS (ENTIRE WALL). RUN WALL FULL HEIGHT AND SECURE E X I5T I NCS E X 1ST I NCS i E X 15T INCA I 1. CONTRACTOR SHALL EXERCISE GOOD JUDGMENT TO MINIMIZE DAMAGE TO ADJACENT PROPERTIES. ALL TO CEILING JOISTS ABOVE. TAPE/SPACKLE/PRIME/PAINT. 1 1 THROUGHOUT EXISTING BATHROOM - EXISTING GYP. BD./ WOOD FINISH SOFFITS ARE TO BE REMOVED. G.C. SHALL PATCH AREAS DAMAGED DUE TO NEW CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT NO ### DOOR NUMBER KE1' PLAN LIVING ROOM DINING ROOM KITCHEN I TO MATCH ADJACENT CEILING AREAS WHERE CEILINGS WERE REMOVED. INSTALL NEW Y2 GYP. BD. TO UNDERSIDE OF ADDITIONAL COST TO THE OWNER. r N I *I CEILING JOISTS. FINISH PER FINISH NOTES. ROOM TAG NO SCALE N.If. L I�'I'�' I� I C 8. THE CONTRACTOR SHALL PROTECT ALL AREAS OF WORK FROM INCLEMENT WEATHER DURING AND AT T4E NAME ROOM NAME 227 F 1rO5 F I END OF DAILY OPERATIONS. ALL WORK AND MATERIAL OF THI5 PROJECT AND ADJACENT SURFACES SHALL No. ROOM NUMBER BE PROTECTED FROM DAMAGE. IN THE EVENT OF DAMAGE, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ALL REPAIRS AND REPLACEMENT NECESSARY TO RESTORE THE AREAS TO THEIR ORIGINAL CONDITION SO. FT. `--SQUARE FOOTAGE AND TO THE APPROVAL OF THE OWNER AND AT NO ADDITIONAL COST TO THE OWNER. j I ® KEYED CONSTRUCTION NOTE. SEE NOTES ON THIS SHEET. 9. ALL PROJECT WASTE MATERIAL AND RUBBISH TO BE D15PO5ED IN CONTAINERS PROVIDED BY THE 1 CONTRACTOR FOR 5U55EQUENT LEGAL OFF-SITE DISPOSAL. CONTAINER LOCATION SHALL BE COORDINATED KEYED DEMOLITION NOTE. SEE NOTES ON THIS SHEET. WITH THE OWNER. OFF-SITE DISPOSAL SMALL BE ON A REGULAR BASIS. 10. ALL INTERIOR SURFACES DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED TO ® KEYED TOILET FIXTURE/ACCESSORY NOTE. SEE NOTES ON THIS SHEET. TOILET � I� � ���� DEMOLITION -��� �� I�� ���� MATCH EXISTING CONDITIONS TO THE APPROVAL BY THE OWNER,UNLESS OTHERWISE NOTED. - 11. EACH TRADE SHALL FAMILIARIZE THEMSELVES WITH THE INTENT AND SCOPE OF THE WORKAND THESE O NEW FLOOR MOUNTED TOILET • PLANS AND COORDINATE THE INSTALLATION OF THEIR WORK WITH EACH OTHER AND ALL OTHER TRADES. SCALE: 114" = P-0" NO TSH 12. ALL MATERIALS TO BE INSTALLED IN THIS PROJECT SHALL BE "NEW". ALL MATERIAL AND INSTALLATION OF o NEW WALL MOUNTED LAVATORY WORK SHALL BE GUARANTEED BY THE CONTRACTOR FOR (1)YEAR AFTER THE DATE OF ACCEPTANCE BY THE a CD AT EXTERIOR WALL, INSTALL NEW R-13 OWNER. z BATT INSULATION AND 1/2" GYP.$D. - ❑ NEW WALL MOUNTED SOAP DISPENSER •q NEW I I TAPE/SPACKLE/PAINT. 13. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMEN5ION5. A /� I I UJ M G.C. TO INSTALL NEW 31/2" AT HATCHED AREA AT OLD BATHROOM ADA ACCESSIBLE FIXTURE 5T i� OOI I N EX16TIING BSOUND BATT INSULATION ATHROOM THROUGHOUTINSTALL TO MATCH ADJACENT FLOORING AT THE ARCH TELT RAWINGS D ETHER SPECIFICATIONS PROJECT FOR WHICH THEY ARE MADEARE I5 EXECUTED OR NOT.THE THPYR ARERNO�O tu 2 WALL AND ALL NEW WALL NEW COLLECTIONS STORAGE ROOM, BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THI5 PROJECT,EXCEPT BY AGREEMENT, IN WRITING X 5I- CONSTRUCTION FINISH AS SELECTED BY OWNER, AND WITH APPROPRIATE COMPENSATION TO TH15 ARCHITECT, i 60" ADA WHEELCHAIR TURN RADIUS LU - G.C.TO INSTALL NEW t9' 0" i26'-0" CONSTRUCTION KEY NOTES: 15, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND FOR - I_- EXHAUST FAN - VENT TO THE SEQUENCES AND PROCEDURES TO BE USED FOR THE COMPLETION OF THIS PROJECT. L __ J 30" X 48" ADA WHEELCHAIR CLEAR FLOOR SPACE � � ® EXTERIOR O NEW WOOD DOOR, FRAME AND HARDWARE TO BE INSTALLED BY G.C., AS SELECTED BY OWNER. GC ROUCxN GARPENTRI': 30"xaa"CUR SHALL PREP PRIME AND PAINT ALL NEW DOORS AND FRAMES COLOR AS SELECTED BY OWNER. - N ® - INSTALL NEW WOOD WALL BASE 1. ALL WOOD IN CONTACT WITH MASONRY, SHALL BE PRESSURE TREATED GGA. NEW EXHAUST FAN - VENT TO EXTERIOR (TYP.) 1� z SD } U� TO MATCH EXISTING ADJACENT, G.C. SHALL PREP, PRIME, AND PAINT ALL EXISTING AND NEW WALLS AND CEILINGS AFFECTED BY Q TYP.FULL LENGTH OF WALL. O CONSTRUCTION AND THROUGHOUT NEW TOILET ROOM, COLOR AS SELECTED BY OWNER. -+ III I r l 2. ALL FRAMING TIMBER ANp DIMENSIONAL LUMBER TO BE DOUGLAS FIR,WITH A MINIMUM OF 1500 P51 IN NEW C®�l� C"I I®N _ FINISH AS SELECTED BY OWNER SD SMOKE DETECTOR (E) = EXISTING 2 3 4 EXTREME FIBER 5TRE65 IN BENDING. C N THROUGHOUT ENTIRE TOILET ROOM - G.C. SHALL INSTALL NEW PORCELAIN TILE FLOORING AND NEW (N) = NEW NEH LEVER HANDLE OR STORAGE 5 ✓� a O PAINTED WOOD BASE MOLDING TO MATCH EXISTING, AS SELECTED BY OWNER. 3. ALL BOLTS, CLIPS, AND NAILS TO BE NOT PIPPED GALVANIZED. NAIL PER N.Y. SLATE UNIFORM BUILD'NG [� O 3 NEW COLLECTIONS CODE NAILING SCHEDULE. -Il 5 7 STORAGE O EXISTINGOHOSUBFLOOR, READY UT NEW TOILET OTOMRECEIVE NEW TILE HFLOOR FLALL OORING. NEW Y" DUROCK CEMENT BOARD OVER - 12 5Is �' Q �j, 1 4. OPENINGS MARKED R.D. ON PLANS ARE ACTUAL ROUGH OPENING SIZES. >_, 5 G.C. TO RELOCATE EXISTING PLUMBING INTO NEW WALL - AS REQUIRED. G.C. SHALL TIE IN NEW HOT PORCELAIN TILE SCHEDULE: NEW LIGHT SWITCH AND > / � Cly - CEILING FIXTURE WIRED 5� COLD WATER SUPPLY AND SANITARY LINES IN BASEMENT AS REQUIRED. GYPSUM UJALLBOARD: ® ®-- � �-- AND INSTALLED BY G.C", ALIGN NEW WALL TO BE INSTALLED AT NEW TOILET ROOM AS SELECTED BY OWNER = i2 ' 4> CONSTRUCTION �E O NEW PARTITION WALL - 2"x4" WOOD STUDS AT 16" O.C. WITH (1) LAYER Y" GYP. BOARD WITH (1) 112" 1-I- SD 1. REGULAR WALLBOARD: PROVIDE TYPE III,GRADE R, GLASS I, THICK, EXCEPT AS MAY BE SHOWN . 1 6 FLUSH TO EXIST. ' LAYER Y" MOLD RESISTANT GYP. BOARD ON TOILET ROOM SIDE. PROVIDE FIBERGLASS ACOUSTIC SOUND PORCELAIN FLOOR TILE: PORCELAN FLOOR TILE AS SELECTED BY OWNER. CLOS INSTALL NEW 3'-6 x OTHERWISE ON THE DRAWINGS. WALL- 1 6'-8" DOOR AND FRAME BATTS BETWEEN STUDS (ENTIRE WALL) BLOCK SOLID AT MID POINT. RUN WALL FULL HEIGHT AND VIMSECURE TO CEILING JOISTS ABOVE. TAPE/SPACKLE/PRIME/PAINT. 2. FIRE-RETARDANT WALLBOARD: PROVIDE TYPE 111,GRADE X, CLASS I, 5/S" THICK. LH ±4'-m" x 6'-1m' ±3-Im" x 6'-Im" O FOR ALL TOILET ROOM WALLS: G.C. SHALL INSTALL NEW WOOD BASE, SIZE AND STYLE AS SELECTED BY INSTALL NEW ADA RELOCATED REF I > 7 OWNER. G.C. SHALL PREP/PRIME/PAINT, COLOR AS SELECTED BY OWNER. 3, WATER-RESISTANT WALLBOARD: PROVIDE TYPE VII,GRADE W OR X AS REQUIRED, CLASS 2, 1/2" THICK, MARBLE THRESHOLD NEW R.O. - NEW T-4" x iI VENT GRILLE, NEW R.O. G EXCEPT AS MAY BE SHOWN OTHERWISE ON DRAWINGS. DOOR WITH (2) MATCH ARCHITECTS CERTIFICATION NEW (2)2"x8" HEADER 2"x6" HEADER EXISTING 4. CORNER BEADS: PROVIDE ANGLE 5H4FE5 WITH WINGS NOT LESS THAN 11/4" WIDE, AND PERFORATED FOR THE UNDERSIGNED CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, NAILING AND JOINT TREATMENT. INFORMATION, AND BELIEF, THE PLANS AND SPECIFICATIONS ARE IN - PATCH FLOOR TO MATCH EXISTING I ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE NEW YORK ' . ADJACENT AT THRESHOLD TOILET ROOM EIXTURE �C ACCESSORY KEY NOTES: 5. ALL WORK TO BE FORMED LEVEL TRUE AND PLUMB. I I I I STATE UNIFORM FIRE PREVENTION AND BUILDING CODE,:THE NEW YORK E X I5T I NG NEW E XH I E31 T ; E X 15T I NG I STATE ENERGY CONSERVATION CONSTRUCTION CODE, AND IN �/ I I I CONFORMANCE WITH THE ICC ANSI A117.1-2009 STANDARDS LIVING R®®� SF�,CE I K1TC�EN I O AMERICAN STANDARDG.C. TO FURNISH D ORKVINSTALLELL NEW RGHTDHEIGHOTOR MOUNTED WATER ELONGATED MODEL CLOSET. 878T016 N•I.C. L N.I.C. N.I.C. # 3,51 5F 221 5F 1ro5 F [ O G.C. TO FURNISH AND INSTALL NEW ADA WALL MOUNTED LAVATORY W/ FAUCET. +�*------� w AMERICAN STANDARD LUCERNE MODEL #0355.012 I LAWRENCE SALVESEN, A.I.A. LIC. No. 020623 0ry 30 G.C. TO FURNISH AND INSTALL NEW 36"L. GRAB BAR. o BRADLEY CORP. GRAB BARS MODEL #8320-2 SERIES - =- DRWG. BY: S.E.S. O G.C. TO FURNISH AND INSTALL NEW 42"L. GRAB BAR. CHK. BY: K.G. INSTALL NEW ADA BRADLEY CORP. GRAB BARS MODEL #8320-2 SERIES THRESHOLD I THIS DRAWING,PREPARED FOR THE SPECIFIC PROJECT OG.C. TO FURNISH AND INSTALL NEW 18"L. GRAB BAR. INDICATED IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF BURTON,BEHRENDT, SMITH INFRINGEMENT BRADLEY CORP. GRAB BARS MODEL #8320-2 SERIES OR ANY USE OF THIS DRAWING FOR ANY OTHER PROJECT IS PROHIBITED ANY ALTERATION OR 6 G.C. TO FURNISH AND INSTALL NEW 18" x 36" FRAMED MIRROR. REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED TOILET ROCrl PR01=05 D FLAN O BRADLEY CORP. CHANNEL-FRAME MIRROR STANDARD MODEL #781-1836 WITHOUT THE WRITTEN CONSENT of THE ARCHITECT i( OR ENGINEER 70 OWNER TO FURNISH & INSTALL NEW TOILET PAPER DISPENSER. ��,I �� SCALE: 1/411 = I1-O° J NO TI-I ® OWNER TO FURNISH & INSTALL NEW SOAP DISPENSER. P�v QEU 1 v _. , . r��tt�19 07 SOiJ-a :.: WTOn o btflPtHDT SMITH POITfC[URf o LMDS(fik flRCtIITfCTURf � fnGlnffRlnG o 244 EAST MAIN STREET PATCHOGUE, N.Y. 11772 (631) 475-0349 EXISTING 4" VENT FAX 475-0361 THROUGH ROOF www.bbsorchiteofure.com 11� RooF NOTES: ATTIC: I.THE CHILD DIMENSIONS GIVEN APPLY FOR CHILDREN BETWEEN THE AGES OF 6 AND 12 YEARS. FOR KINDERGARTEN CHILDREN -THE NOTE THE EMERGENCY ALARM PULL I ____ __CEILING_ R`W �,g" .- BOTTOM END OF THE RANGES SHOULD BE USED AS A MAXIMUM, sITALL BE INSraLLEp ar ALL SINGLE X 1" OTI 4)=R APPROAG4�ES X18" MIN, i` ' ` °�� 59 PLR. MOUNTED W.C. ' 2.THE CHILD MOUNTING HEIGHT LIMITS APPLY FOR ADA AND NON-ADA OCCUPANCY MEN'S AND LADIES q LOCATIONS. TOILET ROOMS ONLY(ROOM NOS 218, 12" 42" * :'":' 12- -2 2I I l �� �� =,r,a, ✓".;' m 219,1415 AND 148). REFER TO - I l r;• t Agt•_� a t'.-<e $€` '. ELECTRICAL DWG's FOR ADD'L �Q PNFORMA11oN MAX. MIN. I EXISTING 2"0 VENT UP SOAP DISPENSER I THROUGH ROOF,TIE TO " TOWEL 39"-�1" NOTE:THE GRAB BAR SHALL$E MIX 3 -0 = EXISTING V.T.R. $fig 9 e`8&N Y M • --- , OF MIN. NOTE: WHERE SWMG UP GRAB BARS I' ); .�a _? ,* ARE DISPEN5ER 3 -(d SPECIFICSPACE LIMITATIONS.UNLESS � 12" 12" 6" ARE INSTALLED-THE HEIGHT OF THE ( T>"i,"'.'.+ .. '.r - r MAX. EMERGENCY ALARM ,,I,:,; - , m, �, R'� ,"`a"'wry.•""_ g m`,�' , u 18"GRAB BAR REAR GRAB BAR SHALL BE ALLOWED - - I 1 ='a STM.OF J „�, ,., `r-• ' O 0 PULL MIN. MM Z TO VARY IN ORDER TO La = CHILD ,E_. ;`:> .. d7t;xk• = 12 i, J ADULT � A _ TOILET PAPER MAX w _ C E SWING TE/AVOID BAR-BUT WITH - ` - MIRROR +��' � J 1 N DISPENSER s = Q z _ GRAB BAR HEIGHT BE wIrHIN / m ✓� n I s.,,: e. Rc'!j � THE SWING-UP GRAB BAR-BUT THE B � t I( a' - , = u a _ 0 e0 THE HEIGHT RANGE AS SPECIFIED. ,- b bs � `t� Q - � � 6� r - _ - - -_ SWING UP GRAB BAR-MIN.24'L.MAX ���u V - tY - Q _� ! -tit _9 u r- = 18 36"L.-TOP OF GRAB SHALL BE 1-!q I 1--" lIl - F 'T T N ADULT r ',:-! x, i.•.1. Tn�= 8° 61 E io o�dL m `^ I NEW VENT I B:A G -n d� , _ _ - _ _ MOUNTED TO COMPL7 wITH THE HEIGHT + u A°^'N _ In N N N N N d MIN. L _ X _' d') - Cn tll OR SIDE GRAB BAR - 2 -,,x F t.. - ALL 1.,L1 ..' ,�.. !, t L - J _ VV RANGES AS INDICATED FOR THE REAR - -- x �" r*I ! -I n- T I _q �n_o N I L i,Ir -t r7,'r'` PROJECT i= E ~ NOTE:SWING UP GRAB BAR TO BE -�_ I I NEW VENT t REQ U,13E ,. .:; r �.: 'a MSTALLED ar ALL SINGLEFOR I / 4CW I YOF'K STT;i Na'�'+ 1tH ' SOUTNOLD HISTORICAL SOCIETY ADULT CHILD ADULT = _ -- rro. , ^,* "Mop, . TOE CLEARANCE II„ a CHILD 3,-�„ 15 IS CHILD TOILET ROOMS ONLY(ROOM NOS 218, 32" MIN. NOTE: TIE IN HOT AND T �I�I LEG CLEARANCE- OI 1418 AND 148) COLD WATER SUPPLY CES':G`i J 0'3 CG�N�.�i E UCI d Er' `O'y"" PETTIT CENTER ADA UPGRADES MAPLE LANE MUSEUM COMPLEX MIN. y 4CW - I C(MPLY WITH ALL CODES Or SOUTHOLD,NY 11191 MAX,MAX- FIXTURE DEPTH- BASEMENT LINES TO Xv.IFNG IN � mHW �� 34 MIN. _ I NEW TA NEW YORK STATE &TOWN CODES 4" MAX. NEW 24 SANITARY LINE WC SANITARY LINE DWG TITLE -LAVATORY Front Vlt®W LAV�4TOR1' - 5101@ UI�U1 TIE NEW SANITARY INTO II AS REQUIRED .. + + Iviv.s OF EXISTING 4 m FIRST FLOOR ADA TOILET KrS. Ars. WATERCL®SET - Sld� VIc�UJ WATER CLOSET - From View TYPICAL HC >4CCE5515LE 5TALL PIMEN510N5 EXISTING SANITARY ( SANITARY LINE h DEMO AND PROPOSED PLANS LINE IN BASEMENT - __a��F�L NNINGBOARD EXISTING CLEANOUT- -I 1-----SW S SCALE: AS NOTED SID sW S I D TOWN TRUSTEES f f I �f I I f DATE: JUNE 2018 T�FIGA> TOILET ROOM FIXTURE and MOUNTING DETAILS N' DEC BID P/UDATE: TSD I/ n _ - II NEW AIDA TOILET R15ER DIAGRAM x;11"SitJ, i dFICA TION FILE NO: 11-326 SCALE- 4 - l i_r�f; COivl`ENT BEFORE PLUVIBING ,_'Fd: A1.01 OF glraG WtisT� .•--•�> > •d [GATE OF OCCUPANC al<L PTu RNECD.,r,. �r),I-DER USED IN WATER n n rn!nT TEG t G U'.�r )�CEEf? 2­/10 OF 1% LEAD.