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HomeMy WebLinkAbout1000-35.-1-25 NOTES I C LA lwk\41 ou"011k I 1\4 kz 6 N K AUU UI\J H1z1\100VAT101PN' "will E C U00"'4 P' ' G W """"`i""" LLNES '0""""" CEk OTE ITI DRAWING ISSUE PECONIC LANDING : 1500 BRECKNOCK PROPOSED SCOPE OF WORK FINISH SCHEDULE SHEET# SHEET NAME NO. DATE ISSUED FOR ISSUE DATE PROPOSED RENOVATION OF GROUND FLOOR WELLNESS CENTER WITH 1100SQFT ADDITION TO EXISTING LOCATION CEILING/ WALLS BASE FLOORS COMMENTS 1 02/27/2020 SOUTHOLD DOB REVIEW - WELLNESSRD. , G NY 11944 WELLNESS CENTER'S FOOTPRINT. WELLNESS CENTER TO BE USED FOR EXISTING PECONIC LANDING SOFFTN E S W N E S W2 > COMMUNITY. STAGING AREA C-2 W-2 W-2 W-2 W-2 BB-1 BB-1 BB-1 BB-1 F-2 T-001.00 TITLE SHEET 02/27/2020 3 SCTM#: 1000035000100025000 W WINERY AND STORAGE C-2 W•2 W-2 W-2 W-2 BB-1 BB-1 BB-1 BB-1 F-2 T-002.00 GENERAL NOTES 02/27/2020 4 FEMA NOTE HALL c-2 w-2 w-2 w-2 w-2 BB-, BB-1 BB-, BB-, F-z A102 Demolition Plan 5 THE PROPERTY IS NOT IN THE SPECIAL FLOOD HAZARD AREA. NO CHANGES ARE BEING MADE TO THE ADA BATHROOM C-2 W-3 W-3 W-3 W-3 F-2 09/27/19 A103 Proposed Plan pg/27/1 g s ZONING INFORMATION FLOOD ELEVATIONS. MECHANICAL ROOM C-2 W-2 W-2 W-2 W-2 BB-1 BB-1 BB-1 BB-1 F-2 p COUNTY SUFFOLK ENERGY CODE STATEMENT OF COMPLIANCE CELLAR STAIR VESTIBULE C-2 W-2 W-2 W-2 w-2 BB-1 BEA BB-1 BB-1 F-2 A104 Proposed Roof Plan 01/22/20 TO THE BEST OF MY KNOWLEDGE, BELIEVE AND PROFESSIONAL JUDGMENT THE PROPOSED BUILDING IS w BARN STORAGE C-3 W-1 W-1 W-1 W-1 BB-1 BB-1 BB-1 BB-1 F-, A105 Reflected Ceiling Plan 02/27/2020 BLOCK 1 w GROUND FLOOR STAIR VESTIBULE C-1 W-2 W-2 W-2 W-2 BB-1 BB-1 BB-1 BB-1 F•1 IN COMPLIANCE WITH THE 2016 ENERGY CODE COMCHECK ENERGY ANALYSIS IS ALSO PROVIDED IN THIS A201 Exterior Elevations 02/27/2020 SUBMISSION SEE MEP DRAWINGS FOR ADDITIONAL DETAILS z CLOSET C-1 W-1 W-1 W-1 W-1 BB-1 BB-1 BB-1 BB-1 F-1 LOT 35 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION LOWER LOFT C-3 W-, W-, W-, W-1 F•1 A301 Building Sections 02/27/2020 WORK ON NUMBER OF FLOORS 1 " UPPER LOFT c-3 w-1 w-1 w-, w-, -- -- -- -- F-1 A401 Interior Elevations 02/27/2020 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE AND FINISH NOTES A402 Interior Elevations 02/27/2020 ZONING HD/R-80 WILL COMPLY WITH 2017 SUPPLIMENTAL REQUIREMENTS, AND THE BEST TRADE PRACTICES. 2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE WALL TYPES ZONING MAP GREENPORT SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS W-1 5/8"GYPSUM BOARD.FINISH W/,COAT BENHAMIN MOORE REGAL FIRST COAT LATEX PRIMER(216)&2 COATS BENJAMIN MOORE AURA MATTE FINISH LATEX PAINT ci WORK.THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS (522).COLOR:TBD J W-2 5/8"MOISTURE RESISTANT GYPSUM BOARD.FINISH W/1 COAT ZINSSER BULLS EYE ZERO WATER BASED PRIMER&2 COATS ZINSSER PERMA-W HITE MOLD& w EXECUTION. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR LANDMARK USE INSTITUTIONAL MILDEW-PROOF INTERIOR PAINT,COLOR:TBD, a DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE.THE W-3 112"DUHUCKGEMINI BUAHUHEADY 10AUCEPTTIL E TOWN TRUSTEES JURISDICTION NONE CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE.VERIFY ALL w-4 6"STONE VENEER CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE w-5 ,o"CAST IN PLACE CONCRETE WALL ARCHITECT. U. BUILDING HEIGHT 38 FT 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE w-6 2"POWDER COATED HIGH PRESSURE LAMINATE RESTROOM PARTITION o CONSTRUCTION CLASSIFICATION VB-CONBUSTIBLE PROJECT SITE WITH THE OWNER AND ARCHITECT.THE BASE TYPES PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS BB-1 6"WOOD BASE FINISH W/1 COAT BENJAMIN MOORE REGAL FIRST COAT LATEX PRIMER(216)&2 COATS BENJAMIN MOORE AURA MATTE FINISH LATEX PAINT(522) 2 DONE IN ACCORDANCE WITH THE APPROVED PLANS. CEILING TYPES OCCUPANCY USE GROUP 1"2 4. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF a C-1 5/8"GYPSUM BOARD.FINISH W/1 COAT BENHAMIN MOORE REGAL FIRST COAT LATEX PRIMER (216)&2 COATS BENJAMIN MOORE AURA MATTE FINISH LATEX PAINT INSURANCE WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES (5221.COLOR:WHITE DOVE#OC-17. z ACCESSORY OCCUPANCY USE GROUP - REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. c-2 5/8"MOISTURE RESISTANT GYPSUM BOARD.FINISH W/1 COAT ZINSSER BULLS EYE ZERO WATER BASED PRIMER&2 COATS ZINSSER PERMA-WHITE MOLD& 5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE MILDEW-PROOF INTERIOR PAINT,COLOR:WHITE DOVE#OC-17. 3 SPRINKERS SYSTEM FULLY SPRINKLERED CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED C-3 CANDBETTERCLEAR WESTERN RED CEDAR BOARDS THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. FLOOR TYPES THIS APPLICATION A APPROVED ONLY FOR WORK 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, OBTAIN PERMITS AND ERECT TEMPORARY F-1 3/4"X 10"T&G RIFT SAWN WHITE OAK W/WHITE OIL FINISH.STAGGERED JOINTS W/RANDOM LENGTHS MIN.LENGTH TO BE 5 FT. INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL n. OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR W CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY,TOOLS, F-2 DUROCK READY TO ACCEPT TILE W SERVICE LINES AND CONDUITS SHALL BE GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY TO BE CONSIDERED AS EITHER BEING APPROVED OR IN AND TO PREVENT CONTACT WITH PUBLIC. STAIR ACCORDANCE WITH APPLICABLE CODES. a O 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS, GROUNDS AND S-, MATTE BLACK W/BLACK OXIDE FINISH _ ' O00\\ PROPERTY AND PROTECT THE SAME FROM INJURY FINISH SCHEDULE t= O O 8.CONTRACTOR SHALL DETERMINE LOCATION, PROTECT AND SAFEGUARD ALL UTILITIES ON AND 3 C� ADJACENT TO SITE. 1 1/2" = 1'-0" ❑ �� O 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED Consultants: Cr. 0❑ 1:7 AS A RESULT OF CONSTRUCTION FOR THIS WORK. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT CIVIL ENGINEER W o 2009 ICC Al7.1 ACCESSIBILITY DIAGRAMS Other fixtures not allowed Jo G;� �� ❑ ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL within this area Young & Young O ❑ ❑ I COMPLETION. 400 Ostrander Avenue O O ❑ 11. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION I I I ;7,- -- Pz O ❑ I CONIC LANDING MAIN ------- 1 1 ; I )Q OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. . _.� Riverhead, New York 11901 1. ❑ ❑ IBUILDING ENTRANCE 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL `"-- Tel. 631.727.2303 ❑ ❑ I � 18 min �5 I I �' _I ❑ - ❑ ° � ❑ AUTHORITIES. El - I II E LOCATION OF 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND U-- ` O ( ❑ ❑ PROPOSED WORK MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA.THE CONTRACTOR SHALL DESIGN AND STRUCTURAL ENGINEER 0 �� O p ❑ 0 I INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.THE ----- JOHN CONDON ��0� �❑ ❑ I CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR I---------__ 1755 Sigsbee Rd Mattituck NY 11952 O ❑ 1 DURING THE EXECUTION OF THE WORK. Htathcceerandiatcharopravidad I 1 r �� Q Q ❑ 0 (a)Frond Approach,Pull Side (b)Frord Approach.Push Side b 60 min Phone: (631) 298-1986 \O 0000 �� 14.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED 1525 FOR OTHER TRADES (SPRINKLER MECHANICAL PLUMBING, ELECTRICAL ETC.). ------------ ----------, \ G Q 15. SPRINKLER, MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS I l ! MEP ENGINEER C> LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- OFFS. IGN I 4z min Q 12 0 oFFs. 38n ' S - JOHN CONDON " 5 g'S 1755 Sigsbee Rd, Mattituck, NY 11952 I~- o 16.THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF 1 ' z �� \ THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE ----- I ' ---'" Phone: (631) 298-1986 uW, y THE JOB. o o, 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY Q d (e)Hinge Approach,Pull Side � m CAPPED OR PLUGGED. ldrttingeApproaen•PnRs'ae I E Co \ 00 18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE 12 min, z ;Y-, 305 p,0 OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN L-4 _ - -------- I Architect of Record: MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE I i i ' I 2610 g N N CONTRACTOR TO THE OWNER. al i �'I Z5�" i 51a 0 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF ; _--- , ISAAC - RAE 0 SKILL,QUALITY AND COMPLETENESS. ------ - j N LOCATION MAP NOT TO SCALE 20.THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR DEPARTMENT OF 1 `�� 11575 Main Bayview Road F BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. •54min(1370)ifdoserisprovided -_- Southold, NY 11 971 cs 21. NO WORK SHALL BE DONE, EXCEPT BETWEEN THE HOURS OF 9:00 A.M.AND 5:00 P.M. MONDAY def ASSOCIATED FILINGS THROUGH FRIDAYS. EXCEPT AS OTHERWISE AGREED TO, NO WORK SHALL BE DONE ON SATURDAYS, •Ifhc%" closer and to"ampmvk}od surrfl�acetL '"48min(1220)ifptlbcioserandLatchprodded Contact; Isaac Clay Coffey SUNDAYS AND HOLIDAYS, AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE0 SUFFOLK COUNTY DEPT OF HEALTH SERVICES APPROVAL U DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 A.M. NYS LIC#039767 Q (e)Hinge Approach,Push Side (f1 Latch Approach,Pug Side zSOUTHOLD TOWN PLANNING BOARD APPROVAL 22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS -- OOUTLINED IN THE ALTERATION AGREEMENT r----- ---II d IO T. 347-276-6093 E. cla Isaac-rae.com 23.THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED 14> 1 Y@NEW YORK STATE DOT CASE NUMBER ' 24 m"' ' E24. PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING, HEATING AND INTERCOMLINES. 2 SITE PROTECTION PLAN: '48mk+(,224, Y 1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE a er�p ded Project: Q OCCPANCY SIGNAGE EGRESS AS REQUIRED BY NEW YORK STATE, SOUTHOLD TOWN AND SUFFOLK COUNTY 40 min 3 (g)Latch Approach,Push Bide 1415 PECONIC LA N D I N G 0 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECT TO OCCUPIED _ _ __ _ _ _ _ _ _ AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL 36 min 33 min 33 min DWELLINGS, 1 _ SECTION NUMBER _ DOOR NUMBER _ gds _ 640 840 WELLNESS CENTER - ! w - _ _ _ _ _ _ _ ^ - , r w s OCCUPANCY BY MORE THAN T i BE STRICTLY OBSERVED. s1 SHEET NUMBER O (SEE DOOR SCHEDULE) ; i T IL I 1 1 3.HEALTH REQUIREMENTS.SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF I I I I I 1500 BRECK NOCK RD a 1 OCCUPANCY BY MORE THAN 1 I (NUf146ERy PERSONS AS I DUST,DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OF SANITARY ; � i � � -GREENPORT, NY 11944 I I I (TYPE OF OCCUPAI`�CY} OR BY I FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. 3.1.THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW I - DETAIL INDICATOR Q _ WINDOW NUMBER I I I ) I Project NO.: W I XXX PERSONS IS DANGEROUS AND I ( 1 (SEE WINDOW SCHEDULE) W I UNLAUt(FUr. (NUMBER) PERSONS AS RELATING TO LEAD AND ASBESTOS,AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT i I i i ;� - I IR-02 z I 1 (TYPE OF OCCUPANCY) OR BY MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. 4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING t------- `----_�-____� Seal/(Signature: W z I I 1 (NUMBER) PERSONS AS I MAINTENANCE CODE,AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL , _ DETAIL NUMBER 1 COLUMN NUMBER (a)Single space (b)Mu@IpleAdJacentspaees S (TYPE OF OCCUPANCY) S1 SHEET NUMBER Fig.802.3 I CERTIFICATE OF OPERATION NO.XXXX I I I BE STRICTLY OBSERVED. Width ofa Wheelchair Space In Assembly Areas I I 1 IS DANGEROUS AND UNLAWFUL 1 5.STRUCTURAL SAFETY. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR 0 I 1 1 I CONTRACTED WORKERS ' '- r-------I COWAISSIONER, 1 I I PUBLIC ASSEMBLY I 6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH ) I- DETAIL CLOUD MARKER REVISION CLOUD MARKER v, COMMISSIONER,DEPT.OF BUILDINGS. DEPT.OF j I w I CITY OF NEW YORK I I LICENSE NO. BUILDINGS CITY I CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT I i�. I I t •t�',• C� ! I I (WHERE APPLICABLE) I MFEDERAL HOLIDAYS I I I t 5 G G�py YOC /�► N OF NEW RK 7. AINTAINING ESSENTIAL SERVICES.WHERE HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR +o.o I I I I E N 1 L. ... J UNE INDICATING o - I- - - - - - - - - - , - J L - - - - - - - - - I - - -- OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED LEVEL INDICATION -------- - OBJECTS ABOVE I I `1 ` v v - 12"MIN!, L 'SIGNAGE FOR MULTIPLE PURPOSE ROOM THEREIN, THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS Note:[0'-0"]=+ WITH DIFFERENT OCCUPANT LOADS TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE +0=-® _ LINE INDICATING -___- w REQUIREMENTS OF SOUTHOLD TOWN 8,SUFFOLK COUNTY. IF A DISRUPTION OF ANY SUCH SERVICE IS OBJECTS BELOW L-_-__- o ANTICIPATED DURING THE WORK, THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF BATHROOM GENDER SIGNAGE SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, , - WALL TYPE A - CABINET MARKER (a)Front or Rear Access (b)Side Access �3976� z INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH � Fig.802.4 '9�: •1, Depth of a Wheelchair Space in Assembly Areas / z DISRUPTION. SYMBOL LEGEND OF NES o ABREVIATIONS J Q BATHROOMS MUST BE PROVIDED AFF ABOVE FINISHED FLOOR CL. CLOSET EL. ELEVATION B.O. BY OTHERS/OWNER LAM. LAMINATE N.I.C. NOT IN CONTRACT R.A. RETURN AIR TEL. TELEPHONE WITH SIGNS ENDER IDENTIFICATION A.P. ACCESS PANEL COL. COLUMN EMER. EMERGENCY GL. GLASS L.V. LOW VOLTAGE NO. NUMBER REV. REVISE/REVISION T.B.D. TO BE DETERMINED ACOUS. ACOUSTICAL CONC. CONCRETE EQ, EQUAL GIRL. GRILLE MATL MATERIAL O.C. ON CENTER R.O. ROUGH OPENING TYP. TYPICAL Date: Scale: ADJ. ADJACENT CONST. CONSTRUCTION EQPT. EQUIPMENT GFI, GROUND FAULT INTER. MAX. MAXIMUM OPNG OPENING SCHED. SCHEDULE U.O.N. UNLESS AS NOTED A/C AIR CONDITIONING CONT. CONTINUOUS EXIST. EXISTING GWB GYPSUM WALLBOARD MECH. MECHANICAL OPP./OPH OPPOSITE/OPPOSITE HAND SECT. SECTION OTHERWISE n AL. ALUMINUM DTL. DETAIL EXT. EXTERIOR HNDRL. HANDRAIL MTL. METAL PTD. PAINTED SHT. SHEET NOTED Drawing Title:r APPROX. APPROXIMATE DIM. DIMENSION FIN FINISH HDWD. HARDWOOD MIN. MINIMUM PARTN. PARTITION SIM. SIMILAR V.I.F. VERIFY IN FIELD TITLE SHEET r ARCH. ARCHITECTURAL DR. DOOR FIN.FL. FINISH FLOOR HVAC HEATING,VENT.&A/C MISC. MISCELLANEOUS PL PLASTER SC SOLID CORE VTNCT t:�YBLKG BLOCKING DBL. DOUBLE FPRF. FIREPROOF H.M. HOLLOW METAL MLDG. MOLDING PLYWD.,PLY PLYWOOD SQ.FT. SQUARE FOOT VINYL &i CLG. CEILING DN. DOWN S.C. SELF-CLOSING HORIZ. HORIZONTAL MTD. MOUNTED POS. POINT OF SERVICE S.STL. STAINLESS STEEL COMPOSITION TILE C.H. CEILING HEIGHT FL. FLOOR IN. INCHES QTY. QUANTITY STD. STANDARD W/ WITH Drawing No.: N DWG. DRAWING MUL. MULLION W/0 WITHOUT o CL. CENTER LINE EA. EACH FLUOR. FLUORESCENT NOM. NOMINAL REC. RECESSED STL. STEEL N ELEC. ELECTRIC/ELECTRICAL INSUL. INSULATION N.A. NOT APPLICABLE REQ'D REQUIRED WD. WOOD n C.T. CERAMIC TILE FT. FOOT/FEET J.B. JUNCTION BOX STOR. STORAGE N N 7 777 NOTES DRAWING ISSUE GENERAL NOTES �-N0. DATE ISSUED FOR 02/27/2020 SOUTHOLD DOB REVIEW NAILING SCHEDULE PLAN CONTENTS: NEW YORK STATE 2015 INTERNATIONAL BUILDING CODE /2017 Supplement 2 DESIGN CRITERIA 2015 INTERNATIONAL BUILDING CODE/2017 SUPPLEMENT g OCCUPANCY CLASSIFICATION Institutional Grou I-1 SEE OCCUPANT LOAD CALCULATIONS ON Al1.00 CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF FRAMING: 4 1). RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL BUILDING USE ELDER CARE FACILITY 5 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION QTY. SPACING NOTES BUILDING HEIGHT 381 -011 6 WORK AND CONSTRUCTIO MEET THE REQUIREMENTS OF THE 2015 When a collar tie is used in leu of a ridge strap, the number of 1 Od common nails required RAFTER TO 8'WALL:3-8d COMMON EACH INTERNATIONAL RESIDENTIAL BUILDING CODE AND NEW YORK in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION 7,237 SQ. FT DEPARTMENT OF STATE, 2017 UNIFORM CODE SUPPLEMENT. 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL 2. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS (DO Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST DESIGN CRITERIA 2015 INTERNATIONAL BUILDING CODE /2017 SUPPLEMENT NOT SCALE DRAWINGS)„ accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 3. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR or trusses shall be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER WFCM -SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OPENINGS. the to the wall stud with uplift connections. Roofs overhanging the rake side of the building CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE 4. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING PLANS shall be connected with uplift connections in accordance with table 3.3c. OVER PARTITION WFCM -SBC LAP NAIL 5. REFER ARCHITECTURAL. DRAWINGS FOR BUILDING ELEVATIONS INCLUDING SLAB AND FINISH FLOOR ELEVATIONS 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE SLAB ABOVE STAGING 100 Wall studs above and studs below a floor level shall be attached with uplift connections in 6. 130 MPH WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT TO RAFTER WFCM -SBC END NAIL DESIGN LOAD CALCULATIONS W p th (LIVE LOADS PSF) BARN FLOOR 125 accordance with table 3.3b. When wall studs above do not fall in line with studs below, e BLOCKING EACH TOE DURING CONSTRUCTION. 2-8d COMMON 2015 INTERNATIONALROOF GROUND SNOW ASCE FIG. 7-1 20 6 studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER END NAIL ( LOAD) accordance with table 3.3. BUILDING CODE /2017 ROOF LIVE LOAD FOUNDATION NOTES: RIM BOARD 2- 16d COMMON EACH END ( ) ASCE FIG. 7-1 20 U. SUPPLEMENT Z 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL STAIRS 40 1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift GAURDRAILS (ANY DIRECTION) 200 ELEVATIONS, DETAILS AND NOTES TO DETERMINE INTENDED HEIGHTS connectors. Steel straps shall have a minimum embedment of 7 inches in concrete W OF FINISHED FLOORS ABOVE GRADE. foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION QTY SPACING NAIL NAIL NOTES EXPOSURE CATAGORY (DESIGNED FOR CAT.C) a. Z 2. GENERAL CONTRACTOR TO RETAIN SURVEYOR TO SET OR VERIFY the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the DATUMS AND FINISHED FLOOR ELEVATIONS bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION spacing Is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2- 16d COMMON FOOT SEE NOTE: 1 3. DRAINAGE AS REQUIRED BY HALL MEET THE REQUIREMENTS OF THE p g pROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACETHIS APPLICATION IS APPROVED ONLY FOR WORK 2015 INTERNATIONALRE:SIDENTIAL BUILDING CODE AND NEW YORK INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL W DEPARTMENT OF STATE 2017 UNIFORM CODE SUPPLEMENT. STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR W 4. ALL FOOTINGS MUST REST ON APPROPRIATE BEARING MATERIAL SEE 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: 2- 16d COMMON Sym.: TO BE CONSIDERED AS EITHER BEING APPROVED OR IN Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C. NAIL FIRE PROTECTION ACCORDANCE WITH APPLICABLE CODES. STRUCTURAL ENGINEERS DRAWINGS FOR ADDITIONAL DETAILS Yp p SEE FLOOR PLANS 0 5. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field and HEADER TO 16"O.C. FACE SMOKE & CO2 DETECTORS ' 16d COMMON STRUCTURE TO BE INSTALLED WITH #5 RE-BAR , MIN 18" LONG AT 12"O.C. 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7 o.c. at panel HEADER ALONG EDGES NAIL TRUSS DESIGN N/A - MIN EMBEDD TO BE 9" USE APPROVED EPDXY FOR ANCHORING edges and 10" o.c. in the field shall be in accordance with the length requirements specified TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END ENERGY CALCULATIONS COMCHECK < 6. UNLESS OTHER WISE NOTED, ALL SLABS ON GRADE TO BE 4000P.S.I. in table 3.15a-b. PLATE To STUD 3 - 16d COMMON PER 2x6 STUD NAIL Consultants: a o CONCRETE TO BE POURED AT MIN 4" THICK SAND OR GRAVEL FILL WITH 6 . TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER FACE NAIL IM�3TtG-$� PHIC��SL_SRI i W 6X6 WIRE MESH REINFORCING. SLAB THICKNESS TO BE MIN 5" THICK. ) FLOOR JOIST BAND JOIST 2- 16d COMMON CIVIL ENGINEER Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate ' FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROSTWINTE ICESHIELD Young & Young 7. ALL FILL TO BE COMPACTED END JOIST OR BLOCKING FLOODg = TED TO 95% RELATIVE DENSITY AT 6" MAX LIFTS length adjustment factors in table 3.16. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN 400 Ostrander Avenue Z 8. CRAWL SPACES TO BE PROVIDED WITH MIN. 24"X24" ACCESS OPENING. FLOOR LOAD (MPH) CATEGORYDEPTH TEMP. REQUIRED HAZARDS 9. UNCONDITIONED CRAWL SPACES TO HAVE 8X16" CAST IRON 7). INTERIOR SHEARWALL CONNECTIONS: Riverhead, New York 11901 NAIL NAIL MODERAT SLIGHT TO Tel. 631.727.2303 FOUNDATION VENTS FOR EVERY 150 SQFT OF AREA Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when JOINT DESCRIPTION NOTES 20 LBS. 130 B SEVERE 3 FT. 11 NONE D QTY. SPACING - 10. DAMPPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS interior shearwalls are used. Sheathing and connections shall be in accordance with TO HEAVY MODERAT z 3.5. 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE STRUCTURAL ENGINEER 0 REQUIRED BY 2015 INTERNATION BUILDING CODE AND NEW YORK SILL,TOP PLATE OR GIRDER 4 -8d COMMON JOIST NAIL JOHN CONDON = DEPARTMENT OF STATE 2017 SUBPPLEMENTAL CODE. A 6 MIL 1755 Si sbee Rd, Mattituck, NY 11952 0 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: BRIDGING EACH TOE 9 POLYETHYLENE FILM SHALL BE APPLIED TO THE BELOW GRADE PORTION Header and/or girder connections shall be attached with uplift connections in accordance TO JOIST 2-8d COMMON END NAIL Phone: (631) 298-1986 o OF EXTERIOR WALLS PRIOR TO BACKFILLING with table 3.5. Window sill plates shall be have steel connectors in accordance with table BLOCKING EACH TOE TO JOIST 2-8d COMMON END NAIL MEP ENGINEER FRAMING NOTES 9). CATHEDRAL CEILING ASSEMBLY: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: JOHN CONDON o BLOCKING TO: EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE 1755 Sigsbee Rd, Mattituck, NY 11952 Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3- 16d COMMON 0 anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES Phone: (631) 298-1986 Z 1. ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE p p g along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 2015 INTERNATIONAL BUILDING CODE AND NEW YORK DEPARTMENT attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL 4PERIMETER EDGE ZONE 8d COMMON @ 6 O.G. 8d COMMON @ 6 O.C. SEE NOTES:1,3 < OF STATE 2017 UNIFORM CODE SUPPLIEMENT. 0 2. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH N0. 2, JOIST ON LEDGER PER TOE INTERIOR ZONE 8d COMMON @ 6" O.G. 8d COMMON 12" O.C. SEE NOTES:1(BOTH FIELDS) INSULATION TO BEAM 3 -8d COMMON JOIST NAIL NOTE:2 FOR PANEL FIELD OR BETTER, UNLESS OTHERWISE NOTED ON THE PLANS GABLE ENDWALL RAKE AND RAKE TRU Sd COMMON @a 4" O. . 8d COMMON 4" O.C. SEE NOTES:t,a Architect of Record: BAND JOIST PER END < 3. INTERIOR METAL FRAMING SHALL BE 18 GAUGE OR BETTER UNLESS 1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE 2015 IBC AND 3 - 16d COMMON OTHER WISE NOTED ON THE PLANS TO JOIST JOIST NAIL ISAAC -- E 0 2017 SUPPLEMENTAL CODE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. z 4. FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16 2, INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING BAND JOIST TO: 2- 16d COMMON PER TOE NAIL INCHES O.C. UNLESS NOTED SILL OR TOP PLATE FOOT SEE NOTE: 1 1 For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 11575 Main Bayview Road = 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER ) g p 9 g Z 5. UNLESS OTHERWISE NOTED , ALL BEARING WALL HEADERS TO BE (2) 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER ROOF SHEATHING: the 4 foot perimeter edge zone attachments required shall be used. Southold, NY 11971 2X10 #2 + BTR. DOUG. FIR.BEARING WALL HEADERS TO HAVE (2) JACK 5, FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER NAIL NAIL STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. JOINT DESCRIPTION 2 Tabulated 12 inch o.c. nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Contact; Isaac Clay Coffey 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER QTY. SPACING ) p g 9 g < LVL HEADERS TO HAVE: (3) JACK STUDS AND (2) FULL LENGTH STUDS 7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. AS PER TABLE 3.8 For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. NYS LIC#039767 z ON EACH SIDE OF OPENINGS. BEARING WALL WINDOW SILLS SHALL STRUCTURAL PANEL 8d WFCM-SBC 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For T. 347-276-6093 E. clay@isaac-rae.com ALSO HAVE (2) WINDOW SILL PLATES FOR 2X4 WALL OPENINGS REQUIRED INSULATION AS FOLLOWS BETWEEN 4'1 AND 6'0 AND 2X6 WALL OPENINGS BETWEEN 5'11 AND 89. framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. PROVIDE FIRE AND BLOCKING WHERE APPLICABLE. CEILINGS : 4" SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 per Inch. JOINT DESCRIPTION NAIL NAIL QTY. SPACING WALL SHEATHING REQUIREMENTS FOR 130 MPH WIND Z 2 6. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY = WITH ROCKWOOL R23 5-1/2 for total of R49 ONE Y GALVINIZED HANGERS AND ANCHORS WHERE APPLICABLE TO ALLWALLS: 3" SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. GYPSUM 7" O.C. EDGE NAIL SPACING NAIL SPACING AT INTERMEDIATE Project: a CONNECTING JOISTS. WALLBOARD 5d COOLERS 10"O.0 . FIELD SHEATHING LOCATIO NOTES LL 7. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE WITH ROCKWOOL R15 3-1/2 FOR TOTAL OF R34.5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD P ECO N I C LANDING 0 FLOORS: 3 SPRAYED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER SEE NOTES: 1 3 FLOOR JOIST AND UNDER BATHTUBS.FLOORS TO HAVE CERAMIC TILE „ WALL SHEATHING: 4' EDGE ZONE 8d COMMON Qa 6" 0. . 8d COMMON 12" O.C. ( BOTH FIELDS) a INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS INCH. WITH ROCKWOOL R15 3-1/2 FOR TOTAL OF R34.5 NOTE: 2 FOR PANEL FIELD WELLNESS CENTER SLABS 3 EXPANED POLYSTYRENE INSULATION FOR R12 INTERIOR ZONE 8d COMMON @a 6 0.4. 8d COMMON 12 O.C. SEE NOTE: 3 NAIL 1500 BRECK NOCK RD t NOTED ON PLANS. JOINT DESCRIPTION QTY. SPACING W 8. 7). PROVIDE 2 - 1-3/4" THICK MICROLAMS ( HEIGHT TO MATCH FLOOR PLUMBING NOTES -GREENPORT, NY 11944 = STRUCTURAL AS PER TABLE 3.9 NOTES Project NO.: W JOISTS) AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGS 1, All water supply, drainage and venting to be installed as per IBC 2015/2017 PANELS 8d COMMON WFCM - SBC IR-02 < UNLESS OTHERWISE NOTED (TYPICAL). SUPPLEMENT , and shall meet Suffolk County Health Department requirements as 7/16"OSB 3"O.C. EDGE 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment W 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C.. USE SOLID stated on septic permit PLYWOOD 6d COMMON s"O.C. FIELD requirements shall be used. Seal/Signature: = BLOCKING IN FLOOR JOISTS UNDER ALL BEARING WALLS. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing = 2. Verify septic system with the Engineer for Suffolk County Health Department GYPSUM 7" O.C. EDGE 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. approval. WALLBOARD 5d COOLERS 10"O.C . FIELD members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be 0 INSTALL DRAFT BLOCKING AS NEEDED. 3. 3). If wall studs, plates or joists are cut out during installation for any plumbing related reduced to 6 inches o.c. 11. UNLESS OTHERWISE NOTED, ALL ROOFS AND WALLS TO HAVE Awork,provide adequate bracing and plates to protect and secure the structure. Verify FLOOR SHEATHING: 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for ��,��ARC MINIMUM 1/2" THICK, 4-PLY FIR CDX EXTERIOR SHEATHING GRADE with the state code and manufacture's recommendation for maximum hole size and NAIL NAIL common nails. ,t JOINT DESCRIPTION �Gj Gly = PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS. spacing permitted QTY. SPACING 4). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. G 0 12. UNLESS OTHERWISE NOTED USE 3/4" THICK T&G PTS FIR OR 8d COMMON STRUCTURAL PANELS 6"O.C. EDGE 5). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. � o ADVANTECH PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE 1"OR LESS 12"O.C. FIELD AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED HVAC SYSTEM NOTES 6). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER 2015 IBC/2017 Supplement i OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. NOTES: 01).ALL BATHROOM WALLS TO HAVE 5/8" THICK MOISTURE-RESISTANT . Mechanical subcontractor is responsible for adhearing to all applicable codes and safety THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN F-I�E� Q�K_IN �IQTES o < SHEETROCK. requirements. SCHEDULE NOTES ONLY. AS REQUIRED BY CURRENT 2015 IBC/2017 SUPPLEMENT- FIREBLOCKING REQUIRED �� .✓ 9�.� 3976 �O 14. 1 HR FIRE RATED ASSE:MBLYS TO HAVE ONE LAYER OF 5/8 TYPE X 2). HVAC subcontractor is to fully coordinate all system data and requirements with the FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL)AND TO OF NES 0 1). Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY AND THE ROOF SPACE. oSHEET ROCK AND TO MEET ANSI/UL 263 AND UL DESIGN NO. ,U419 equipment supplier. wall sheathing Is nailed 3"on-center at the panel edge to obtain higher shear capacities, nailing W g p g g p g FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS 15. 2 HR FIRE RATED ASSEMBLYS TO HAVE TWO LAYERS OF 5/8 TYPE X 3). HVAC subcontractor to provide final system layout drawing / shop drawings and submit it to requirements for structural members shall be doubled,or alternate connectors, such as shear 1). IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,AT THE CEILING AND FLOOR LEVELS. < SHEET ROCK AND TO MEET ANSI/UL 263 AND UL DESIGN NO. U419 the General Contractor and owner for final review and approval. plates, shall be used to maintain load path. CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. BATTS OR 16. ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER ELECTRICAL NOTES: 2). When wall sheathing is continuous over connected members,the tabulated number of nails BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS SHIELD, HENRY BLUE SKIN OR APPROVED EQUAL. shall be permitted to be reduced tot - 16d nail per foot OF STUDS OR STAGGERED STUDS. 1). All electrical to be installed as per IBC 2015/2017 SUPPLEMENT 2). AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP Date: Scale: 17. ALL FLAT ROOFS TO BE: APPLIED WITH AN EPDM 6MILL MATERIALS CEILINGS AND COVE CEILINGS. AS NOTED )� 18. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE 2). All electrical work shall be approved by a qualified Underwriter. 3 IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER Drawing Title: � °- PRESSURE TREATED. SILL PLATES TO BE INSTALLED WITH FOAM SILL 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE, GENERAL NOTES C:) by current 4). AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE FREE PASSAGE OF FLAME AND N GASKETS AND COP-R-T'EX TERMITE SHIELD OR APPROVED EQUAL. PRODUCTS OF COMBUSTION. o N.Y.S. Residential Construction Code. 5). RECOMMENDED FIRE BLOCKING PRODUCTS BOSS 814 OR APPROVED EQUAL TO MEET ASTM E-814 (UL 1479) c6 N Drawing No.: N n GENERAL NOTES N E 11ooznouN _117 7_1711 7 n NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1. 02/27/2020 SOUTHOLD DOB REVIEW 2 3 4 5 6 --------------------------------------------------- o \ -- --------- - - - --- ---- LU Q LL CS o ----- z -- -- - - o --i---------- — —------ w z i it SITE PLAN NOTES r — — — — — — — — / THIS APPLICATION IS APPROVED ONLY FOR WORK a I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL w I \ _— OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR W W TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 1. CONTRACTOR TO SEE CIVIL DRAWINGS FOR LIMITS OF i =------------------- ----- --- ------------- ---- ACCORDANCE WITH APPLICABLE CODES. BUILDING FOOTPRINT/ FOUNDATION 2. CONTRACTOR TO SEE: CIVIL DRAWING FOR DRAINAGE, ----- .---- -- --- --- - PARKING, & ALL SITE DETAILS --- ----- a 3. CONTRACTOR TO MAINTAIN CLEAR EGRESS PATHS TO ALL 0. _ Consultants: ACCESSIBLE ENTRANCES _.___—______ ___—_____ ._._ W 4. ALL ACCESSIBLE PATHS TO CONFORM TO 2009 ICC A117.1 ` — CIVIL ENGINEER 0 5. CONTRACTOR TO PROVIDE HAYBALES AND SILT FENCES PER ` _ _ Young & Young 400 Ostrander Avenue CIVIL DRAWINGS. ZII.Z 6. CONTRACTOR TO PROTECT ALL PUBLIC WAYS AND TO TAKE `- ---- --- - - - - -- Riverhead, New York 11901 BEST MEASURES TO PROECT PUBLIC SAFETY DURNING , CONSTRUCTION � ; ----- _--- - -_-_--__---- ------ ' i - � � Tel. 631.727.2303 o I PECONIC LANDING MAIN ENTRANCE ` � STRUCTURAL ENGINEER � A \ / JOHN CONDON W �I 1755 Sigsbee Rd, Mattituck, NY 11952 Phone: (631) 298-1986 0 _ \ i MEP ENGINEER o ' JOHN CONDON Z 2 / ;/ _,C \ 1755 Sigsbee Rd, Mattituck, NY 11952 UJ SITE PLAN LEGEND / ACCESSIBLE EGRESS DOOR Phone: (631) 298-1986 0 r - - - - - -� PROPOSED LOCATION OF WELLNESS CENTER '3 z . � p J EXPANSION / Architect of Record: Q 1 � � --- E o U PROPOSED PARKING AND LANDCAPE SEE �� ISAAC - RAE (n --- CIVIL DRAWINGS FOR DETAILS / % 1 11575 Main Bayview Road I Southold, NY 11971 z I Q1% Contact; Isaac Clay Coffey NYS LIC#039767 z I T. 347-276-6093 E. clay@isaac-rae.com Projekt: J o ❑ PECONIC LANDING PROPOSED ADDITION TO o El o a El — -- ` EXISTING WELLNESS CENTER / WELLNESS CENTER �o El 1500 BRECK NOCK RD D° [IEl ❑ -GREENPORT, NY 11944 BRECKNOCK ROAD _ El ❑ \ / \ Protect No.: WOO O ❑ I R-02 Q: 0 ❑ I PECONIC LANDING MAIN I Seal/ z l BUILDING ENTRANCE u, � ❑ Signature: s ❑ ❑ 117 El ❑ I OCA ❑ ❑ 11 El OF o ❑ ElPROPOSED WORK 0° KI Ej 7 77 NElOQ ❑ ❑ I _ \ tis ,LAY O O ❑ El a El '03 6l O OPS 0 F ` 9r• m i' Date: Scale: O 9� as NOTED Drawing Title: ` m NO��N�Eo�N i Proposed Site Plan C) \ Nyoo9 / 0 co M 0.1 Drawing No.: N LOCATION PLAN n Proposed Site Plan N N 77777 7"7.77 NOTES GENERAL NOTES DEMOLITION NOTES KEY NOTE: DRAWING ISSUE 1)CONTRACTOR TO INSTALL SILT FENCES AND HAY BALES AT ALL PROPERTY LINES THAT ARE LOWER IN ELEVATION THAN THE PROPOSED CONSTRUCTION. D-1 REMOVE PLUMBING FIXTURE NO. DATE ISSUED FOR 2. DEMOLITION DRAWINGS ARE INTENDED TO INDICATE CONDITIONS THAT ARE EXPECTED TO OCCUR. D-2 REMOVE ALL FINISHED FLOORING 1. 02/27/2020 SOUTHOLD DOB REVIEW CONTRACTOR MUST VERIFY SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES ,Z BETWEEN DRAWN/SPECIFIED AND ACTUAL CONDITIONS. D-3 REMOVE NON-STRUCTURAL PARTITION 3 3. ALL DEMOLITION WORK MUST BE EXECUTED IN COMPLIANCE WITH ANSI A10.6"SAFETY REQUIREMENTS FOR DEMOLITION'(PUBLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE) D-4 REMOVE DOOR&CASINGS 4 AND ALL OTHER APPLICABLE CODES AND REGULATIONS IN ADDITION TO CONTRACT DOCUMENT SPECIFICATIONS. D_5 REMOVE ALL WINDOWS AND CASINGS 5 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION ANDREMOVE ALL CEILING FINISHES IN PREPARATION FOR 6 D_6 SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT,GRADING,DEMOLITION AND LAWFUL DISPOSAL LOFTING OF MATERIALS AS REQUIRED BY PRIVATE,LOCAL AND STATE JURISDICTIONS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING REQUIRED SITE INSPECTIONS TO CONFIRM D-7 REMOVE INTERIOR WALL FINISHES BACK TO FRAMING EXTENT AND COMPLIANCE OF DEMOLITION WORK WITH CONTRACT DOCUMENTS. 6. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY POWER AND LIGHTS FOR EXECUTION OF D-8 REMOVE EXTERIOR WALL IN THIS LOCATION THE WORK. 7. CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL BUILDINGS,SITE FEATURES AND VEGETATION TO D-9 REMOVE ROOF AND FRAMING IN THIS LOCATION REMAIN INTACT.DAMAGE TO ANY BUILDINGS, UTILITIES,SERVICES,VEGETATION AND/OR SITE FEATURES TO REMAIN SHALL BE REPAIRED OR REPLACED IN KIND BY THE CONTRACTOR TO THE APPROVAL OF THE D-10 REMOVE FOUNDATION WALL IN THIS LOCATION CLIENT AND THE ARCHITECT. 8. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION. 9. ASBESTOS ABATEMENT AND DISPOSAL OF ALL DEMOLITION DEBRIS MUST COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. DEMOLITION LEGEND CV 10. CONTRACTOR SHALL PROVIDE AND MAINTAIN SECURITY FOR THE JOB PREMISES AS REQUIRED BY Q OWNER. \� EXISTING WALL TO REMAIN 11. CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES AND OTHER FORMS OF PROTECTION TO Q� PREVENT INJURY TO OWNER PERSONNEL AND THE GENERAL PUBLIC DURING DEMOLITION. __ ] WALL OR ITEM TO BE REMOVED Q 12. CONTRACTOR MUST MAINTAIN A CLEAN,SAFE PROJECT SITE AT ALL TIMES. U. 0 13. CONTRACTOR SHALL PROVIDE FUNCTIONAL,ACCESSIBLE AND SUFFICIENT EMERGENCY EGRESS NOT IN SCOPE O ROUTES AT ALL TIMES. O cNq 14. REMOVE PARTITIONS AS INDICATED.ERECT TEMPORARY SHORING AS NEEDED.SHORING PLAN TO g BE PROVIDED TO ARCHITECT AND ENGINEER PRIOR TO REMOVAL OF ANY STRUCTURAL WALL. x 15.CONTRACTOR TO ADEQUATELY PROTECT ALL EXISTING CONSTRUCTION TO REMAIN a ,Z 16.REPLACE ALL FIREPROOFING WHICH HAS BEEN DISTURBED OR IS OTHERWISE MISSING 17.PROPOSED WORK SHALL HAVE NO ADVERSE EFFECT ON ANY PUBLIC WAY INCLUDING COVE HOLLOW ROAD AND ITS RIGHT OF WAY. t— c3 THIS APPLICATION IS APPROVED ONLY FOR WORK x INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL W OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR F TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. 0 x 3 x a a Consultants: Ir W CIVIL ENGINEER A g C B C Young & Young Z 400 Ostrander Avenue Riverhead, New York 11901 \ Tel. 631.727.2303 Z � STRUCTURAL ENGINEER JOHN CONDON � i Ir , 0 W 1755 Sigsbee Rd, Mattituck, NY 11952 Phone: (631) 298-1986 0 W MEP ENGINEER F i� JOHN CONDON o \ D_4 1755 Sigsbee Rd, Mattituck, NY 11952 \ Phone: (631) 298-1986 Z cr a 1 - \ — - D-3 - 0 D-7 I I p_\ I I D\ -� D-8 o I , - - - i I 1 1 I 1 i Architect of Record: 2 Z ZD ISAAC RAE - - - - - - - I I j I °"5 11575 Main Bayview Road z _ _ _ _ _ - _ _ _ _ I I I D-3ZCD _s Southold, NY 11971 a _ _ _ _ _ _ _ _ _ _ _ I ZrD s I I Contact; Isaac Clay Coffey NYS LIC#039767 - - - - - - - - I - - - - - - - - - - -� I f— - - - - - - - - - T. 347-276-6093 E. clay@isaac-rae.com ZrD-2 - - - - - -- - - - - - - - - - - I ZrD-2�7 D-8 - - - - - - - - - ( I / �\ I ( Project: 3 � � / --- I ZD-6 I I D-4 � \ I - - - - - - - - - - - - - - - - I °-3 ' '� D6 D-1 I PECONIC LANDING o L��- - - - - - - - - - - - - - - - - - - - - > I I - D_3 -1� WELLNESS CENTER a _ - _ _ _ - _ ! D_3 l l I I 1500 BRECK NOCK RD �I -GREENPORT, NY 11944 - _ _ _ _ D-4 I �I Project No.. W -- Z - JL-- -�---� ._ �. - - - - = - - - - - W �` - ' _ - I - - - Fr:- _ - - --I_ - - ---_Z ��� F -- -- - - - -� j Seal/Signature: _ - - - - - - - - - - - x - - - - - - - - - I II \ II �� � �` - - - I I I � I I D-3 - - - _ I D W D 4 1 1 I I-- - 1< Z J .��FL� ��C I \ I I I I D-2 1 1 D-2 \- D-5 �Gj G'pY / a - - - - \ I I D-3 o - - - I \ I I I _ I IZD_ I 11 I IDs II s\ \ o \ D-7 I I D-7 I I D-7 N 2 - - �- - _ - - _ - - - - - -- - - -_- = 2 - - - __ _ - -- - - - - - ! D-8 �9T 0,3 \ z --- -- - OF NES W o \ J Q � 5 \\ D-7 Date: Scale: AS NOTED \0. Drawing Title:D-4 c0 x -n Demolition Plan C:) M N 3 \ Drawing No.: N 3` U v ROOF DEMOLITION PLAN 1 GOUND FLOOR DEMOLITION PLAN = 1'-0" 1/411 - 11-011 — — WALL FINISH PER �- FINISH SCHEDULE PLAN LEGEND �- WALL FINISH PER NOTES FINISH SCHEDULE FINISH SCHEDULE WALL BASEBOARD BLANKET INSULATION LOCATION RM# CEILING FLOOR D EXISTING WALL TO REMAIN /- BLANKET INSULATION /SOFFIT N E S W N E S W NEW 3 5/8"METAL STUD FRAMED WALL,SEE FINISH SCHEDULE FOR FINISH MATERIAL �- 3-5/8" METAL STUD WALL GROUND FLOOR NOT IN SCOPE BOX BEAM HEADER DRAWING ISSUE _ SHIM SPACE (TYP,) ENTRY HALL 1 Cl W1 - w1 - B1,B2 - B1,132 - F1 PROVIDE 3/4"PLYWOOD BLOCKING IN WALL FOR ACCESSIBLE GRAB BARS AND/OR a 3-5/8"METAL STUD WALL WALL MOUNTED CABINETRY / 3/4"TRIM, MATERIAL AND NO. DATE ISSUED FOR RECEPTION 2 Cl W1 W1 W1 W1 B1,B2 B1,B2 B1,B2 61,132 F1 FINISH TO MATCH B-1 z N SHIM SPACE (TYP.) 1 021,03/22/2019 SCHEMATIC DESIGN REVISION 2 N O SEE FINISH SCHEDULE, / 2 03/25/2019 SCHEMATIC DESIGN REVISION 3 NORTH HALL 3 Cl W1 W1 W1 - 131,62 61,62 B1,B2 - F1 _J /% RABBET TO ACCEPT WALL EAST HALL 4 Cl W1 Wi W1 W1 B1,132 B1,B2 B1,82 B1,B2 F1 ¢ FINISH (TYP) = 3/4"TRIM, MATERIAL AND 3 ACCESSIBLE BATHROOM SCHEDULE r N FINISH TO MATCH B-1 4 SOUTH HALL 5 Cl W1 W1 W1 - BB1,132 B1,132z 2 B1,B2 - F1 z SEE FINISH SCHEDULE, 5 FIXTURE Q... MANUFACTURER MODEL NO. MATERIAL/FINISH DESCRIPTION UAL/NOTES 1/2" 1" 2 1/2" 1/2"STOP, MATERIAL AND RABBET TO ACCEPT WALL PRACTITIONERS... 6 Cl W1 W1 W1 Wi B1 B1 Bi B1 F1 PLUMBING SCHEDULE NURSEFINISH TO MATCH 13-1 BASE ¢ FINISH (TYP) 6 SEE FINISH SCHEDULE (TYP) r HOME CARE OFFICE WALL MOUNT SINK 1 AMERICAN STANDARD 9024.000EC WHITE WALL MOUNT 2" 1/2" STOP, MATERIAL AND 2 7 Cl W1 W1 W1 W1 131 131 131 61 F1 2" 1" LAVATORY FAUCET 1 AMERICAN STANDARD T064.346.295 BRUSHED NICKEL WALL MOUNT WOOD DOOR FINISH TO MATCH B-1 BASE HOME CARE OFFICE 8 Cl W1 W1 Wi Wt B1 B1 B1 B1 Fl TOILET 1 TOTO CT708UVG#01 COTTON WALL MOUNT SEE FINISH SCHEDULE (TYP) 1 ADA BATHROOM 2 9 C2 W2/W3 W2/W3 W2/W3 W2/W3 62 B2 132 B2 F2 FLUSH VALVE 1 TOTO TET2UAR#SS STAINLESS STEEL - WOOD DOOR HOME CARE OFFICE ACCESSORY SCHEDULE 3 10 Cl W1 W1 W1 W1 61 B1 131 131 F1 GRAB BAR 36" 1 GBD GB2024-36BN BRUSHED NICKEL 36"GRAB BAR u. MEDICAL 11 Cl W1 W1 W1 W1 B1 131 61 131 F1 GRAB BAR 42" 1 GBD GB2024-42BN BRUSHED NICKEL 42"GRAB BAR LL DIRECTORS OFFICE 2 1" 2" -' TP DISPENSOR 1 BRADLEY 5127 STAINLESS STEEL RECESSED i. W ADA BATHROOM 12 C2 W2/W3 W2/W3 W2/W3 W21W3 B2 B2 B2 B2 F2 9 TRASH RECEPTICLE 1 BRADLEY 2027 STAINLESS STEEL RECESSED LINE OF DOOR JAMB BEYOND PHYSICIANS OFFICE 13 Cl W1 W1 Wi W1 B1 B1 B1 Bi F1 EXAM ROOM 1 14 Cl W1 W1 W1 W1 B1 131 61 131 F1 STONE/TILE/CABINETRY Tt (TYP) o WALL TILE TBD TBD TBD INCLDE$15/SF MATERIAL ALLOWANCE n EXAM ROOM 2 15 C1 W1 W1 W1 Wi Bi B1 B1 B1 F1 o NOTE:CONTRACTOR MUST VERIFY THAT ALL PLUMBING COMPONENTS FROM DIFFERENT MANUFACTURERS WILL WORK TOGETHER z SCHEDULED FLOORING EXAM ROOM 3 16 Cl Wt W1 W1 W1 B1 131 1 1 C'3 SEE FINISH SCHEDULE (TYP) EXAM ROOM 4 17 Cl W1 W1 W1 W1 131 131 131 131 F1 NOTE:ANY OTHER COMPONENTS NOT SPECIFIED ON THESE DRAWINGS THAT ARE NEEDED FOR FIXTURES TO BE IN WORKING ORDER MUST BE BROUGHT W TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID PRICE z EXAM ROOM 5 18 Cl W1 W1 Wi W1 B1 B1 B1 B1 F1 w x FINISH NOTES 3 CEILING TYPES THIS APPLICATION IS APPROVED ONLY FOR WORK U INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL J w Cl 5/8"GYPSUM BOARD. SKIM COATED. PAINT BY OWNER OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR W Typical Door Jamb Detail 2 Typical Door Head Detail TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 3 3" = 1'-0" 3" = 1'-0" ACCORDANCE WITH APPLICABLE CODES. o C2 5/8"MOISTURE RESISTANT GYPSUM BOARD. SKIM COATED. PAINT BY OWNER x 3 _ WALL TYPES ^ B C D E Consultants: a !-1 W1 5/8"GYPSUM BOARD. SKIM COATED. PAINT BY OWNER 19' -4" 20'-0 3/4" 25'-8" 11'- 11 1/4" CIVIL ENGINEER -- - -- Young & Young o - _ W2 5/8"MOISTURE RESISTANT GYPSUM BOARD. SKIM COATED. PAINT BY OWNER \ \ I I 400 Ostrander Avenue Z i- -_A201 2 Riverhead, New York 11901 ►- W3 1/2" DUROCK CEMENT BOARD WATERPROOFED WITH 2 COATS OF CUSTOMS REDGARD WATER/VAPOR 3 A301 _. Tel. 631.727.2303 � PROOFING MEMBRANE READY TO ACCEPT TILE. SEE INTERIOR ELEVATIONS FOR TILE SPECS : -Cl:"OSET •- ___ . a FLOOR TYPES 01 JOHN CONDON ENGINEER STRUCTURAL EN 3/4"T&G PLYWOOD SUBFLOOR. FINISH FLOORING BY OWNER. COORDINATE FINISH FLOOR THICKNESS O o F1 WITH 1755 Sigsbee Rd, Mattituck, NY 11952 1/2" DUROCK BOARD WATERPROOFED WITH 2 COATS OF CUSTOMS REDGUARD WATERNAPOR PROOFING Phone: (631) 298-1986 M F2 MEMBRANE.TILE BY OWNER ; nx BASE&WAINSCOTING TYPES I MEP ENGINEER = \ 10- 131 5/8"X 10"HARDWOOD BASE BOARD. PAINT BY OWNER 1 TTT - - - JOHN CONDON NURSE. ,"j ; 1755 Sigsbee Rd, Mattituck, NY 11952 o 'LOSET - ; z B2 CHAIR RAIL BY OTHERS PROVIDE BLOCKING AT HEIGHT SHOWN IN INTERIOR ELEVATIONS PRACT�QNER�S 05 = y, ; , 3' r , Phone: (631) 298-1986 w , \, ORTH HALL .., � 1.ALL MECHANICAL GRILLS LOCATED IN WOOD FLOORS,WALLS, &CEILINGS TO BE OF SAME MATERIAL& FINISH AS ADJACEN... OFFICE "ANq ;• f \ ) A401 Q oMEDICAL-- 2. J , EXAM'ROOIhI' in - M ICAL 2.ALL MECHANICAL GRILLS LOCATED IN CABINETRY TO BE OF SAME MATERIAL& FINISH AS ADJACENT CABINET MATERIAL. ED ;I- . t ' , 1 . MILLWORK.SUPPLIED' &• I' CO g DIRECTbR ; ; `. ' /. , ' ;�'` rNSTALL9D:�Y"OY�I�Rs- r',- : g INTERIOR DOOR SCHEDULE r 122'SF; , }• ; , ' \ OM ' \J: Airchitect of Record: DOOR DETAILS r- _ - -- ,-- - "- '09 ��- -EXAM:RO 3� � °' -AD Bim- :6; ISAAC RAE LOCATION TYPE FUNCT. HARDWARE KEYED SIZE w x h HEAD/SILL JAMB ELEVATION -, z NO. C ( ) 11575 Main Bayview Road cn NURSE PRACTITIONERS 56"x84" ) . I y � 01 C P3 H1, H2, H3 YES „ 2/A103 3/A103 - - ' : - - - . , '_ � _ Southold, NY 11971 OFFICE (2X 28 X84 ) \ f NURSE PRACTITION RS 02 U SE OFFICE E A P1 H2, H3, H4 YES 36"x84" 2/A103 3/A103 SIM.5/A401 I -� ,,• _ }.I �'_ W f 15 f ! I Contact; Isaac Clay Coffey 02 =06 Q 03 HOME CARE OFFICE 2 A P1 H2, H3, H4 YES 36"x84" 2/A103 3/A103 5/A401 ;' / I/ i' ' -, 39767 �- NYS LIC#0 04 HOME CARE OFFICE 1 A P1 H2, H3, H4 YES 36"x84" 2/A103 3/A103 T. 347-276-6093 E. clay@isaac-rae.com 05 MEDICAL DIRECTOR OFFICE D P1 H1, H2, H3 NO 26"x84" 2/A103 3/A103 - ; MILLWORK SUPPL ED : J I: RECEPTION > - &"INSTAL E� / EAST AHALL I EXAM R 4 , ' I A20, - „ „ - - OM i, a 06 MEDICAL DIRECTOR OFFICE A P1 H2, H3, H4 YES 36"x84" 2/A103 3/A103 SIM.5/A401 n4 , a � J O ` o ,ENTRY HALL-HALL , , ' • - - �. 2 s A401F Ado 3 t- BY OTH RS. - 4 r� r = 07 HOME CARE OFFICE 3 A P1 H2, H3 H4 YES 36 x84 2/A103 3/A103 5/A 01 ; UJ co 08 HOME CARE OFFICE 3 D P1 H1, H2, H3 NO 26"x84" 2/A103 3/A103 ¢00 Cq MILLWORK SUPP IED& _ - _ _ _ n 6 A401 5. 2 I U' O - L, r. Aao 2- I;INSTALLED �Y OTHERS ' � 09 ACCESSORY BATHROOM B P2 H1, H2, H3, H5 NO 36 x84" 2/A103 3/A103 1/A401 I HYSICIANS �: o H2 H N 36" Ai 3 3/Al IM. 1/A401 OFFICE-', , PECONIC LANDING 10 PHYSICIANS OFFICE B P2 H1, 3 O x84" 2/ 0 3 03 S _ ,=-- _ �; - ,\, W 11 EXAM ROOM 2 B P2 H1, H2, H3 NO 36"x84 2/A103 3/A103 1/A402 -'--- 03 " o� :�.; 1.3 - '�' % = WELLNESS CENTER °- / ' '', 1500 BRECK NOCK RD 12 EXAM ROOM 1 B P2 H1, H2, H3 NO 36"x84" 2/A103 3/A103 1/A402 I 1 ' I 1"4.- 1 ` �- I I I='.I I -GREENPORT, NY 11944 "' 13 EXAM ROOM 3 P2 H1 H2 H3 NO 36"x84" 2/A103 3/A103 2/A402 - I I' 2'-0" " " �, I Project NO.: A \ I J:/ ' a 14 EXAM ROOM 4 A P2 H1, H2, H3 NO 36"x84" 2/A103 3/A103 2/A402 \, %• MILLU110RK'SUP�LIf=D;&'' 'INSTALLED'B.Y THERS; Seal/Signature: 15 EXAM ROOM 5 A P2 H1, H2, H3 NO 36 x84" 2/A103 3/A103 2/A4o2 HOME=CARE WOiVIE.CARE 9 - , OFFICE 3 . EX�AM.F�OOM'S.' =Cr 16 ENTRY E P4 - YES 96"x120" - - - OFFICE 2 I �� I f'� I INTERIOR DOOR TYPE 7 1-0 �. Sim 1'$ A- 1 3/4"WOOD STAVE CORE SWING DOOR FINISHED TO MATCH B-1 BASE. PANEL STYLE PER ELEVATION /I' \ SOUTH"HAkL \- ' 9-3 SF' - • 93;SF ' D Ap B- 1 3/4"WOOD STAVE CORE SWING DOOR FINISHED TO MATCH B-1 BASE. PANELED W/FROSTED LITE PER ELEVATION C A4011 '9 -4 1/4" = 9'-4 1/4 \ _/''- C C-(2)- 1 3/4"WOOD STAVE CORE SWING DOOR FINISHED TO MATCH B-1 BASE. FLAT PANEL 8' LOSET I �,/ o -' D- 1 3/4"WOOD STAVE CORE SWING DOOR FINISHED TO MATCH B-1 BASE. FLAT PANEL w E-STANLEY DURA-GLIDE 5200 BI-PART TELESCOPING DOOR, POCKETING TO BOTH SIDES OF ENTRY x INTERIOR DOOR HARDWARE ��C z H1-SCHLAGE LEVER MODEL#Fi0BRW619PLY IN SATIN NICKEL \ I -yT a3976� _O N H2-BALDWIN ESTATE HINGE MODEL#BE1041 -056 IN SATIN NICKEL \ HOME CARS I I F OF HE.IJ OFFICE 1 H \ I I NEW ADDITION 1200 SQFT w H3-BALDWIN ESTATE FLOOR BUMPER MODEL#UFB500015 IN SATIN NICKEL \ \ I H4- SCHLAGE LEVER MODEL#F51 BRW619PLY IN SATIN NICKEL W/KEYED ENTRANCE (COORDINATE KEYING& MASTER KEY... $ \ I / LOCATION OF PROPOSED BILCO DOOR TO n CRAWL SPACE 2 H5- BALDWIN ESTATE DEADBOLT MODEL#8041.150 IN SATIN NICKEL(COORDINATE KEYING&MASTER KEY WITH OWNER) ,, - $ SF 1 - o FUNCTION \ T A201 Date: Scale: P1 - PASSAGE \ LINE OF CONCRETE FOUNDATION WALL BELOW _ _ I AS NOTED Drawing Title: � P2-PRIVACY ' - ', - - - '- � - -• _ � � � Proposed Plan 3 o P3-DUMMY P4-SECURITY(MANUAL SECURITY DOOR TO CLOSE OFF SPACE DURING NON OPERATIONAL HOURS) M NOTE:ANY OTHER COMPONENTS NOT SPECIFIED ON THESE DRAWINGS THAT ARE NEEDED FOR FIXTURES TO BE IN WORKING N ORDER MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID PRICE Drawing No.: 0 N INTERIOR RENOVATION 1300 SQFT h NOTE: CUT SHEETS FOR ALL HARDWARE TO BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT FOR FINAL REVIEW & N APPROVAL PRIOR TO ORDERING N n Proposed Ground Floor Plan „ .77 NOTES DRAWING ISSUE i NO. DATE ISSUED FOR 02/27/2020 SOUTHOLD DOB REVIEW 2 3 i 4 5 i” 6 ci � A B C D E a ` I 1 I LL. \ O � - 38'-0" c-03 1 C 06 �— C-02 1 71 I' ,JJ,Y U uli 1 r Y l�I ' fL � If L t1 , r 1I,U ; t t 11 Ll'o it fl ll}�I LY _ ,I`'!''."rl� f`t �`Il� l� 'I� ➢7� rJ'� � 11��L�f�,i��� r 1 ,�I1�f�u,}L�li it➢uL U T �1 1',y� ERY1,4 1p IL 4I11�¢a �1 I I, { u L I ➢ U l 1 17 yl lTt, l .�f l 1 >} 1'� y}1' I 1 1 , u r (y 7i 1 ,r-Ij L11-'� ,Y I;: ;I' 1171 rI-�I D 11 �It]�ll�tl� [ln''. 1 tl I ll.'i �- "�,f�' r 71t,1''rll,l TTIN11 fl I t ' r � ,:i. 111 ,',JQJLI .,l, ll r .t' {} r,. 11 t?w THIS APPLICATION IS APPROVED ONLY FOR WORK Q 1 , f, .� a lir C, t I u1 14 J J} INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL a �> °.`� OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN W u 1, � Ilia',. J 7 �, C-05 4 f. 1fi�� [, µ4.1� 11..C,{�Lf 1.�J , -1 t1Ti�L{L�III.L]�J Y J�}�fryU� U n,� t+I r�1 , +�>➢ r�:1i1 C Ljl�;7'�IL t ��I II,,�4 I�� r`� , ,ll r kl; I f' ltT' IL7 j}� �illl' L ._ '! 'i,: U 4 �Ii G {fJl I l L ` " ACCORDANCE WITH APPLICABLE CODES. �'I C 01 t I u k'4 L,, F t- t i I�rI4, 11 i t l�„iI U i J I'• C08 f �JJ U!Mltf -�� l -U11 L h �4ttr[l1 il. L�L74 1 11. O UL1-hrl( ;I dt,`�il Ilr,'lf:, I ,U:i,U il �` ( ! il � 4 IU '1ip , ,,lit ➢' *- rl P --, .I !- 1�. f U7 II, 'll 17t1_ f.,,II I,rJ�li Irlil:., i Ll t t' 1,. r'I �{ 1 y! tI. tP 1',, 4Jrt. ill � 11 Cl) i- Cos I l'tu ti t� [t:ie,'JI",L?t < r I{ � 1. I (. t., 'jr f ;1� t4lI-, 1J ;,I. flr �f - I, u u µ ,I a 1I ., + (Consultants: V11 Ay� IL' 4 Irl "� 1 i'1llJ, C It�I J 11t f , i� I fJt, ) J�1I a I 'rUk�lrL COt Q I II r Ill i�+1 ,I , 1 1. � l)Ili 1,11 1�i 1l i ,� LU 1 t,ll u, 4S 11 r JI µ I'� CIVIL ENGINEER +�I 11t II t1� llll1, 111 T`il 11 IL1;1 �I, I""l[`IU I?Y 1J,y ,���11 I (''� ('� WO ix.,l;a ill 1 1 Irl � l r a i '1- g g I �t1` � tl]f �� I,�� �t','411111..}� ��4J1f�,rTl�t1;I"r iI �Il,yl11 �1 �i�{ I ,1i�'�Lt'�T'-tJ�' Il�1 � t �I Young & Young 4 T � T I� ll 7I Jl1, I, al i ' il d� . , I µ 1 A 1. ulJiI� Itll.u'rl� 400 Ostrander Avenue 3 �u pJ4 j'$ 14117 -'-I� p ' —1 YI"U11,i1t. ', Z 1,I >w"u,l, ➢ 14 `ur ui i � �if4� l ah 4 '1 �I I'I` 1 tP t 1,1 u4.y. L l'' 1 i I 4 ' ,<t �; Riverhead, New York 11901 I t�,l,.>�I'At.1- LVI, I�Ul'_, V r' 1f , 'I �t Sl u h U + LI t t� I t, rt r�! r ��1.4�Pt �I t fir 1 Ii ! 1z � : 1 I r i r1 I + 1 Tel. 631.727.2303 u fill 14�11J1 wYI T 7J I l l r N 1� L I ll ij- -1t11 f i ';'Ifill, ,I_ Il 41 f — — — I — — U�tl�iil" 'l: t. 11L,ill i'Cf. l �YII'YII 11' I.l' lliJ'Illttllltl Il! It' !fll ! 7I'u II ?I l', 2 — _ - STRUCTURAL ENGINEER LINE OF PROPOSE ROOF JOHN CONDON o C-02 1755 Sigsbee Rd, Mattituck, NY 11952 W _ C-03 Phone: (631) 298-1986 o 0 W MEP ENGINEER JOHN CONDON 1755 Sigsbee Rd, Mattituck, NY 11952 Z Phone: (631) 298-1986 W W FY O Q O o Architect of Record: 0 ISAAC - RAE z 11575 Main Bayview Road Southold, NY 11971 z Contact; Isaac Clay Coffey W NYS LIC#039767 z T. 347-276-6093 E. clay@isaac-rae.com J J J J U YProject: J 0 PECONIC LANDING o - WELLNESS CENTER 1500 BRECK NOCK RD a -GREENPORT, NY 11944 _ ( --------- ---------- (Project No.: r- - - - - - - - - - IR-02 W ---- — LOCATION OF PROPOSED Seal/Signature: WELLNESS CENTER = I HVAC CONDENSERS I SEE MECHANICAL I 0 L _ — _ — _ _ _ — — — – I I ?,SD ASC \. o I �L QG � s � CONSTRUCTION NOTES: F" KEY NOTE r�Ic O o --------- - --- -- - -- - - - -- - --- ------------- -- - i � -y 03 -- ------ - - -- --- - --- Q C-01 ASPHALT SHINGLE ROOFING TO MATCH EXISTING ON ADJACENT BUILDING � z C-02 PROVIDE GUTTERS TO MATCH EXISTING ADJACENT BUILDINGS -------------- w C-03 GUTTERS TO CONNECT TO LEADERS AND DRYW ELLS PER CIVIL DRAWINGS J C-05 ROOF TO BE TIED INTO EXISTING ROOFING SEE STRUCTURAL FOR DETAILS Q C-06 PROTECT EXISTING ROOFING FROM'WATER INTRUSION DURING CONSTRUCTION C-07 SEE SECTIONS AND ELEVATIONS FOR ROOF PITCH ' Date: Scale: C-OS PROVIDE PLUMBING AND HVAC VENT PER MECHANICAL DRAWINGS // AS NOTED i Drawing Title: Proposed Roof Plan o ROOF LEGEND: 0 C� i' PROPOSED ASPHALT SHINGLE ROOFING TO MATCH EXISTING C:) EXISTING ROOFING TO REMAIN Drawing No.: O ..,.r...�...-.�. N N �� STUCCO FOUDATION WALL TO MATCH EXISTING ---------•••-- Roof Le end 1'-0" T.O. ROOF U 1/811 = 1'-011 04 NOTES C 0 � DRAWING ISSUE N0. DATE ISSUED FOR - 1 02/27/2020 SOUTHOLD DOB REVIEW © © 2 3 4 B i � 6 - - - , j I I F B7 1:K1 w - CDD 0 G E G -,fl. mO -- --- - - B - --- J W Q� Q z O O O I o- - F;,� Z. � 2 Exam Area Drop Ceiling Plan F- LIGHTING FIXTURE SCHEDULE 1/4" = 1'-0" THIS APPLICATION IS APPROVED ONLY FOR WORK V FIXT... TYPE MANUFAC:TUR... MODEL NO. COLOR/... NOTES/LAMP INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL SURFACE DOUBLE UNTED CEILING LUCID LIGHTING GALLERY 4 WHITE SW 2700K LED w A MOOTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR X w TO BE CONSIDERED AS EITHER BEING APPROVED OR IN PHILIPS LED 8W 2700K LED MOUNTED CEILING LED ACCORDANCE WITH APPLICABLE CODES. A.1 SURFACE SLIM SURFACE O HOUSING: HR-3LED-H17A ~ B RECESSED WAC LIGHTING TRIM: 22.5W 2700K LED 3 R3ARDL-F827-WT WHITE � A Q RECESSED HR-3LED-H17A \\ \' `\\ \ \ \ \ \\ \ E Consultants: Q- B.1 CEILING WAC LIGHTING 22.5W 2700K LED CIVIL ENGINEER ADJUSTABLE TRIM: WHITE \ � OO R3ARDL-F827-WT \ Young & Young C PENDANT TBD 16W 2700K LED = D SCONCE TBC) 16W 2700K LED 400 Ostrander Avenue z E UNDERCAB WAC LIGHTING HR-LED90-27-WT FROSTED \ I I Riverhead, New York 11901 v F REMOTE EXHAUST PANASONIC WhisperLlne340 WHITE NONE Tel. 631.727.2303 FAN WHISPER LINE CFM .Z z G EMERGENCY LIGHT LITHONIA EUC2 WHITE \ A 1 A301 STRUCTURAL ENGINEER O WALL LGHTING JOHN CONDON H EMERGENCY LIGHT LITHONIA VEL WHITE CONCEALED O CONCEALED... LIGHTNG RECESSED... 1755 Slgsbee Rd, Mattituck, NY 11952 W w Phone: (631) 298-1986 EMERGENCY LIGHT LITHONIA RECESSED I RECESSED... LIGHTING ELR WHITE CEILING LIGHT O INCLU CL. PENDANT m© \ _ MEP ENGINEER � MOUNT ALL J EXIT SIGN EVENL.ITE RZR3-EM-R-U-BA BRUSHED SLOPED OR CEILAG 1 - --- -- JOHN ONDON LOCATIONS \\ \\\ - 1755 Sigsbee Rd, Mattituck, NY 11952 ~O SMOKE/CO KIDDE SILLOUETTE WHITE 7 A.1 9a,.-. , z DETECTOR COMBO \p \p \ � M Phone: (631) 298-1986 FLOOR OUTLET RACO ROUND DUPLEX BRASS (g NOTE:ELECTRIC RISER AND ANY OTHER CONDUIT INCLUDING THE INTERCOM&TELEPHONE Q WILL NOT BE AFFECTED BY THE PROPOSED MODIFICATION o© ©O (D© ©00 O O O O O B,1 B.1 O NOTE:ANY OTHER COMPONENTS NOT SPECIFIED ON THESE DRAWINGS THAT ARE NEEDED FOR I _ B.1 _ B.1 _ B.1 _ 6.1 _ B.1 B.1 FIXTURES TO BE IN WORKING ORDER MUST BE BROUGHT TO THE ATTENTION OF THE Q ARCHITECT PRIOR TO BID PRICE \ 0 I Architect of Record: 0 ! 6.1 6.1 \0 ISAAC - RAE Z m© ©6X:11 m® ©m OA o o o O O ! 11575 Main Bayview Road RCP & ELECTRICAL NOTES: z E B.1 B.1 B.1 Southold, NY 11971 \ F, KEY NOTE UJI O II NYS LIC#039767 Z Contact; Isaac ay Coffey E-01 PROPOSED ELECTRICAL SUB PANEL ©, \ r-- \ Q E-02 PROVIDE CABLE&CAT DATA LOCATIONS IN ALL ROOMS ADJACENT TO OUTLETS I d E-03 PROVIDE POWER IN THIS LOCATION FOR FUTURE AUTOMATED SHADESo Q o Q Q T. 347-276-6093 E. clay@isaac-rae.com B.1 (D B.1 (D B.1 O I I B.1 B.1 J E-05 PROVIDE GENERAL TASK DOWN LIGHITNG IN ALL ATTIC AND CELLAR SPACES I O FB-71 6 1 B,1 UE-06 PROVIDE SMOKE/CO2 DETECTORS PER IBC NYS 2015 CODE H \ I YE-07 PROVIDE CIRCUTS FOR EXTERIOR LANDSCAPE LIGHTING I I Project: 3 ELECTRICIAN TO VERIFY THAT ALL LED LIGHTING IS COMPAITIBLE WITH DIMMERS 6.1 O 6.1 B.1 OA I I I I B 1 B 1 EC I 0 o PECONIC LANDING B-1 6.1 8.1 \� WELLNESS CENTER w 11 A ©, \ 2 CL O I 1500 BRECK NOCK RD a RCP & ELECTRICAL LEGEND Al 05 -GREENPORT, NY 11944 W IV Project O.: I I R-02 O PROPOSED LINEAR LIGHT INTEGRATED INTO BEAM Q0 DECORATIVE WALL SCONCE (D© \o O © � O z \ B.1 6.1 13.1 F E Seal/Signature: O RECESSED DOWN LIGHT \ ® ( I B.1 B.1 w_ O O Z DECORATIVE PENDANT M O 0 \ - - - - - - - - - - - - - - - - - - - - - - - - - - ® BATHROOM EXHAUST FAN O© I- 1rt� © ( o h� 6,1 B,1 B,1 B.1 B,1 6 1 6 1 B 1 \ R.�D ARG1 L o�JJ ��JJ (D (D r v �. w J YEJD C SINGLE POL DIMMER SWITCH A 1 \ \ \ J �9a ( � I ��` / Ox,��0 I to Q ! THREE WAY SWITCH O p D ,'y;,, 039761 y0 Q THREE WAY DIMMER SWITCH �© o z E till N \ LU DUPLEX OUTLET \ I 1 J J Q CABLE/DATA LOCATION �� Date: Scale: \ I I AS NOTED Drawing Title: CL E I GROUND FAULT PROTECTED OUTLET \ Reflected Ceiling Plan 0 3 - - APPLIANCE OUTLET M N Drawing No.: N \\ RCP Legend i1/2" = 1'-0" N N - \i\ Reflected Ceiling Plan 1/4" = 1'-0" 77"77-77771 ,. - - NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1. 02/:03/22/2019 SCHEMATIC DESIGN REVISION 2 N 2 03/25/2019 SCHEMATIC DESIGN REVISION 3 3 4 5 6 CONSTRUCTION NOTES: KEY NOTE C-01 HARDIE CEMENTIOUS SHINGLE SIDING TO MATCH EXISTING ON ADJACENT BUILDING C-02 SHINGLE ROOFING TO MATCH EXISTING ON ADJACENT BUILDING C-03 PROPOSED OWNER SUPPLIED SCONCE LIGHT C-05 PROPOSED CURTAIN WALL SEE WINDOW SCHEDULE C-06 PROPOSED EXTERIOR DOOR SEE DOOR SCHEDULE. V C-07 PROPOSED EXTERIOR WINDOW SEE WINDOW SCHEDULE J J W C-08 PROPOSED ROUND ALUMINUM GUTTER WITH DOWNSPOUT AND LEADER TO DRYWELL E D t5 Q T o ELEVATION LEGEND: z O J. (n. _; J' SHINGLE ROOFING TO MATCH EXISTING 2 SHINGLE SIDING TO MATCH EXISTING tx a FACIA/TRIM BOARD 301 Z ---� STUCCO FOUDATION WALL TO MATCH EXISTING T.O. ROOF p T �CIC-i(�L '_�'.. J. _ �' �t�J _.JL '` 7-'L--.`_„_. � �I1 Pl�l.�� _,r __ L _ �-�-� �, J' � � �T`� '�`._ THIS APPLICATION IS APPROVED ONLY FOR WORK v_ EXTERIOR WINDOW &DOOR SCHEDULE iJ T ` J� L - - ` INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL J --'�- I �� T-'`1�`�i�,� '`,J' L-,J `�' `-.r -�L- ',I---r'-�-�-*-� �_ T� JC.____-.__._��L¶J.� ��.J�,-�i�J� d _ r - T W DOOR DETAILS - T, fes" �J � "�'- OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR _ [Ju, i�jr- `p-I `-r-`-r-1`,t-'I-r-' -r---�--��-~- �-- - �� TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ._,._„�L�: L.�,��, L,.-' ,-�J�'��_„J� _'T' `-'�-n,'�-"-�' �'-trJ�'-�r-" Y`,r-"-�'-`T-��^�L�^'-`-,:-:-�,-�J '-,.-� L„JL�,�,�,Y�_,-..-.---�---'_ NO. QUANTITY TYPE MANUFACTURER EGRESS HARDWARE HEAD/SILL JAMBr - r�r �---� - ---- �� - r ACCORDANCE WITH APPLICABLE CODES. 01 8 A LOEWEN EN ? H 1, H2 � J_`7r�'7�Y Tom= j� _ 7 ,_.`-Ir`� `-I'-'L� 1'-' `�'`-'r `�'`" `_Ir�` �L� `�`„_'�,L`-f`"T:`"JI..�J.„J<_'I' -_. �--- - T- `��` �J�J s�ll� t� ROOFING � _' ~ 02 2 B LOEWEN NO - T �1 , ', 1� J ILJ �_ '� �-,r���, JL p L��L r �_ J T � 3 T JA I R i`T J i"! �-1 T- -�TL T TjL 07MA'TC EXIS INGJ EXTERIOR WINDOW TYPE 1r__ 1 t: ,JI �` � J J J _j - �r -� -7�J '� I_-'t--"J -r--'�-�'--I - -, --'-->� "1,f_'`?J-r-'�-�J '-t�J fir-' `-r'- -iJ.-._--.J'' -,.J.-�` _JLr_ll._ �-,_�_r i �� _i. J:� J J _ �. . -L _11 I _� �T, _7­­LT �-� J T T [ �C JIT- �� Consultants: A-PUSH OUT CASEMENT WINDOW WITH FACTORY MULLED TRANSOM ALUMINUM CLAD EXTERIOR WITH PRIMED INTERIOR J- 1 L r JT ii J �-� �� �T JIB T:'� _' _I___ __ _' W _ J � -- J �J T �.._I r� _, � , �` ' �� - L _��� �L� ; CIVIL ENGINEER o ~r �' _ C) B CURTAIN WALL W/ ALUMINUM CLAD EXTERIOR WITH PRIMED INTERIOR J T _ J �� LL 7 � F Y,_ Young & Youn g g EXTERIOR WINDOW HARDWARE - � ' q -itui - � � � L - ;u - - - � �,r' r-;- L� -,-' - _ T _J .-� _ LTAJ �T- �� JI_ �� T 400 Ostrander Avenue Z J L SII- �a L J1� JL ` r��L�-' L� �� - .j �� Jl '_J �J � '� v H2-CONCEALEOD MULTIPOINT LOCK HANDLER, IINISH TO MATCOH OWNER SUPPLIED INTERIOR HARDWARE r'- - �4 _� r _ _,_ _ T �-l r T L__ �J� J,� - J MATCH OWNER Riverhead, New York 11901 Tel. 631.727.2303 NOTE:ANY OTHER COMPONENTS NOT SPECIFIED ON THESE DRAWINGS THAT ARE NEEDED FOR FIXTURES TO BE IN WORKING _ T.O. WALL STRUCTURAL ENGINEER ORDER MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID PRICE l J Il 1 I li li I, ;i `'j LEO 1111[: 111.1 l,1 L 1i1- - ----- - - _ El 10' - 8" JOHN CONDON Z 1_ l;Il!l'11111 11 .I o I 1,1,1!1-! <<-,� ,;_,I i_ -till_l 1, 11.1)11111-11_.1.11.1-�_l ,l_1:J 1 it 111- 1.1,i-- attituck, NY 11952 W NOTE:CUT SHEETS FOR ALL HARDWARE TO BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT FOR FINAL REVIEW & i I,!i_111 -. i :_! _ I'_'''. . [' !1--,1_! EXISTING 1755 Sigsbee Rd M ILI i 'l, `J__ i__ EXTERIOR Phone: (631) 298-1986 c APPROVAL PRIOR TO ORDERING J '11( l 1-1 11_111 i 1i 111-11 1;11 a -JI ;1 . i I_ 111-11' L LLI�II I IJ1' 11 11, I 1J WALL ,J. 1111 I 1 11-! I .111 IF II -Lill 1 I�_1� 1! 111- 'I � I 1 III-1 �-LJ L,1__11.11 l l I i 11 '. l-1 ' .1111_.'I ;111 l 111.E I f IIA I'!1,' - - a EXTERIOR WINDOW i�C DOOR NOTES: „ II ,I. 1. ,I I1 ll 11 !I EXTERIOR LOEWEN MEP ENGINEER W -1 I I 1 1- l; 11.11 11-111,111 l- IJ Jl_ 1 I 1 I 1 J i LI i 1. 11 PUSH OUT CASEMENT JOHN CONDON SHIN&EI8I'IN6'Tbll L 1 . ALL GLAZING TO BE HAVE THE FOLLOWING !'. 11 1! ll I J 1 ' ' 1 1 1 I. WITH FACTORY MULLED J 1'MATdHIEXI$ INN ll'11 1! g attituck, NY 11952 1 Jlla 1111, 11 J1 _1111 �I TRANSOM 1755 Si sbee Rd M z A. U-VALUE--= .32 i 1-1' JL11-1 11_!1'1 11_ Li' -1-1 1111__LI 1'_[! 1_Ll _'' iLli !;-J1 1.1 l I' ALUMINUM LAD Phone: (631) 298-1986 W 1 !1 l l II l j i! i11 Ji-11111 !! .I 1 li l 111 1.1_ir !111 1 1i! I C EXTERIOR WITH W B. SHGC= .35 �I PRIMED INTERIOR l ll 11 111.1 !111-1! 111-1111_ 1! i' 11 11 ;I_LJ I [ C. LOW E COATING AS APPROVED 1i .1 'i 11 ' [! 1111 !1 1 Ji 1,i ili1-I' 11 l I I !L ti J I! !!; h LLI LLIJ I 1J' .I 11�1�1J! 11 1.1 JI MIA LIU!1-11 11, 111! 111 I' 1111 1 .. 0 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS BEFORE PURCHASING ALL WINDOWS AND - I, 111111JI iL111 ,ItI1111, 1IILI1 11-111 111 lLI 11 [1 o DOORS 11' _i1-I1';11i 1-lT i1 i_I ',_,Lll 'Il_ 1-[Ii 1;l �1_I I_II; 1! ! ii i I, - Architect of Record: 11- 11 I 1 11 i ' !.I. 3. CONTRACTOR TO PROVIDE 130 MPH RATED WINDOW PROTECTION EITHER IN THE FORM OF i. iT i; KEVLAR HURRICANE CURTAINS OR 3/4" PLYWOOD AS PER NYSTATE CODE. _ ROUND FLOOR ISAAC - RAE 3 I I 11575 Main Bayview Road EAST ELEVATION 1/4"' = 1'-0" Southold, NY 11971 z Contact; Isaac Clay Coffey z C NYS LIC#039767 z 3 2 1 T. 347-276-6093 E. clay@isaac-rae.com J J J a D E YI Project: 1 I 2 PECONIC LANDING o A301 A301 W - - -- - - - - - - - - - - - - T.O. ROOF - T.O. ROOF WELLNESS CENTER 23, 8., T�. - �� �T�� � �J J -� - _ 1500 BRECK NOCK RD L„�L tt � -_ .� -�-I�__ f'' ` II�� ��--_: -II'- '-'I-'J ..1�-� 23 8 a I r p ��i �r � �� = � =I�J T �L�', LST -GREENPORT, NY 11944 - �T `�, 1 � �I 'I- ' ,_. 1-'` ' `" 'J J T_ �` - UJI ��- 1 J T� �- Project NO.: x 1_7T '� I�_ I� ._-,- ._ I._,_1- Tit- 7L-JL-1r-jL _7 T � r r�J J �J JJ� r J IR-02 UJ -it ��. .J� -J�J_TI'tT.� -�J'' _]`-u.�l �:�J�.�'.� ��.����J�' 1- 1�..�.�� J Q -JI ,i 'L,. 'r -�- - '-r-' `-�' --�--� I -r---�- I�- I �� Js -` 7 r T T �� - ,r te J Seal/Si nature: r'-,---1--� ,- r- ,r-:LU -it ,_-,J �,- -' L � _ W J „ r u I �T J J x .,I-I - J ¶ ''L-- HIN�GL�_ OFING _"� � T TTO-MATCI4'E iSTING AL_' T J JL r,-r- ,.��L-^J`-r--'-�-J`,•--,r-.--h-r-1Lr_'_^_'-r-L� -r- 4-_--",---� -�-�IJP L-,-- 1`�_t JET. ILS_L_:I�-„-^-' --,�__ _-J' .� ,_I , I t_UL � : R C- W _ '. - L J j- - - J' - -_ - L � CLEAR STORY CURTAIN `r' -�'"'-;-''�-'' I� �-'� ,;----' OpZ -��Y J tiTr � -- J WALL WINDOWS TO BE _. T' � -''- 7 J_ �J. J_�� �C r� �Jit rr '-i �_ �- MANUFACTURED BY -� C'T JL �L �� � _ �` 1 � - 1-L o LOEWEN WINDOWS -� � I-,:-L-, -,•-' -�'' _�-' I --'--r--r-.-fir- r'r'`_'�_'J�._.�_ / ��. 1 -r` : '-T- Z - - - - - - - T.O. WALL- L � _ _ T.O. WALL X-9�,� �39761 �4� a - - - - - - - ��''I ��� 10' 8" 1 111E 111 i 1�11L'II Ji11 it 11�i �1. 1'll 1111' I_ l!li'_ll_1 11;�1-1_11 10' - 8" F Z 1,, jl 1 ~ .1- _1' 1 __ it ! N L 1`1- i_.. 1J C1.1J l i ___11L�!1 1L11�111 ', ;L ! i�I ', 1_' :_: : ; 1 _11 1111_ '_1-1 :�UALIA ;1.1 - 1. :11;_ OF NE 1.II_L1LI 1.1� 1 11.111_l�1 , ; :�L . 1L1� :_I ��. -L � «;_ !_'; !Ldl 11111. 111111_,1111 : ;11- 1. ILII I[ 1.1111111,1 ! IL1`LJI__I_l 1! !111-111 L111_J1111111 ,1J1-1i]II-LILI11 :1!._ ' 1- : 1 111 !':_LL J JJ l� �! 1I ! I! � ' �' I II 11� llI [.- I �1J-11.1111 !1 .111 111111 LII II1I, ,1l -1; 11 Lil1! 111! 11111i1_ It[11_I 1111; 1111 Il .I II II 111.11 ILJ -11 �lU_1! 11111iIi1 J 11 i.IJ1� 111'11_ Il 1 l J 1[;U 11 I I L 11_ 1 ,1111 r�l_ll 11 L.l_-:1��1--. �U-_1_.J 1 D i 'I !I , II .I 1 !'1 '! iI I II ` 11111_h 1.-1 li_L_11_il 1.1111 -. ,1_.._ 1111- Ull_1L-::_ : :I 111-1.11 1' I_ l l ' ,, 1 ll,1i-1 1'1 ,: .I: I,'1 ai; , JL 1.11 1i_� Li_ 1 11> J l 11-111111-1-J. 1J Lit 1, ,I ,!_ I- _ __111 - - -- 1 I �LI 1 I, i'' 1-1 PAINTED TRIM TO - 1 - - - L111.1.11.1__l. ,-1-1.11.1, 1 111.1111.11. 1 I L! x. 11__1L 111_, 1 1 I.- Ll_1 '_ J 1 I I IL 1 1-:: 11- I� . ,l_ I 1 i1 !1 !': - JJII I I I' � 'L I LL � I'. ' I, � 1 �.�1LJ 1,1�__[ 11.11 111:LL1�,l, 11'L 1-1,1,1 I�_1! .' 11 ,;11,1,iL11_lili L BUILDING -_ - li_I -11.11 '!-l1-!1- _ 1:11_1_1- 111 11.1.1- _111-1 1' I SNINGt k1 ;SIDING�O 11._ _I 1 i1 1 !! II !; 'I_I:. -1-L:: 1._�l l! I-1L11 ANG BUILDING MATCH EXISTING ,[ 11 1 L l 1-J 1 I1 11- a I_{l 1 11 111 i 11-1!_ 1.11 _II_I I_I� I,1 II :a I- :1 1 l:_1 I1 1 .1. 1. ii-� ! !' " 1. H'._ XTING - 1 J11-AH-1-11-1 ' ;i Ii11L1' '1-;!f'' II !1 ILLI 1! 111! B 'YOND II it II ' BEYOND 111 LI1_-111;111.1 11_1:1 1Li_lI 11.11.11 ll_: _1-1 L1.1 - . ATC . E I1, 11.1E 1 .J ll.- '! �I I Il_ 1 Ii [1_ . ll1I1. L�- l�' :1 . 1 JIISIHINGL I IDIN 101!.1..'1 III EXTERIOR LOEWEN I 1._li ,Jl-. 1I: _ll 1.111_I! 1- i1_111L11_L_1 .11.1L1IJ11__:_. il_.,._lil1_llJ_�IJLI1-11- IIJI-_11.1.111.11- J1 L11-1-1 LLL a-: :_:'_. „ -. 1.1-:_111.1 ,: l T I 1_ ''_1111_!_1-Li.i _11.11_ '__11.11 1l_� _ MATOH XISTIN I'. PU H UT A ME ate: Scale: .; 1 1; _.1111 -lll:�. _1.111; ., 1 111_11. 1'1-11 1_1_111 „�_._l. l,_1.1 ,;__- 1 I;-.-1_,.,-_li_ _l: :;-11,.1,_1 1.1 Il_l 11J�LL11 . GI---1.1.1E L L ..,�1_sl l)_ S O CSE NT f� ! 1 I !! '1 i ;I 1 !' 1' II 'i EXISTING, 1i Y' 1 -I-[ : 1: .1-1 _.. .LJ1 -1 t1,.1-1 _I..-Jl--i-J.1._,!_11�-�L�1 _[]_T,-�1 l-1-111 1--11_i-I-J1- 1- ) _.J,, AS NOTED ! 1 � .�_�;_,_ _I1_Ii11,�_1-i_! 1. 1-L; I:_ILII �_; J-1_�, I -�- 1..1_ll_t1l _11111-.1 11.11i_,_;>__u1J_'1_L..1!!_l_111_L1.11�L.IJ-111.11- WITH FACTORY MULLED 1 I I! 1. ._' ' '' _ J1 J-1 L 1;1_111._11111-1. !-1.il_i:111.11-L' 11-111111 !!la I-_'.l_.: it 11 i'''_111 EXTERIOR WALL i l r; ! E 111 it-i 1 11 1-111 !1 11 LLl[1J 1: 1 1-1111.11111 ,11 ! l 1' I' l 1 TRANSOM Drawing Title: [_''I ,11.�it_11.11 Elk 1;E ll_,-,1__111,J 1 t 1111.11.1 LI 1-_I 1111 _I, I 1 1! �_1 1J-1}11_..1 J _U-1,1-.i. 1]l�i__, 1. 1-_L 1;1 I l. . .._i 1.1- -I: Il- _-1: L ..- -:.l _, L i ; I I li JI 11- II 1 1 ;1-111 ALUMINUM CLAD EXTERIOR WITH I " Ill 1 1 l_1u.-.� :J, 1_I1.1�__1,1,_.1_l. I_-1 J: 1111---1.111_ll-1._.1_ 11-J i:11__'' 1-._[L1i�1It[H_i11_!_11-LiiJ i-A! ;l i:_.I . :l .1 1 ! LII: II I 11.1' J11I 11[1 _1:1-11-'I i I I1 1 1 1 1 _I Il LL . , 1 1 1 LII 11 1.1: _11., 11 Exterior Elevations 1 PRIMED INTERIOR � 1_ 1_1 ,1�._ _I1I1_ IL11 _1111_ _:111- r , 1-1,,1 JlJ;_: .L:1i 1: .11i_J_J�11 [l_1:_111.�I Li_ll._Ll_L1J1_J_111_ll- 1 1,111._1. 1_-11__1 1 �._1tJ,�_IyU._1._11_. .1�1�1__.' ,1�.1_.11�_,_IL L I1 .;J_I,1111 ,,,11�,;_ I 1 [l I�1!-i[_I;_11-11�. : ,I i .L 1: T I 1' 1 11 1 ! ' 1 1I 1- 111__ 11-1 L_I_�-.-1 L. a1 1.111_ i_!_1-L -ii _1.1L_ 1111 ' ,'.11 1_11.1.-, 11 '1-' 11.1 I 1 i ;I ! !l - I 1 ,. ll_ :_.l ula- I 1 I I I I I -- --- ---- ! I l� 1._1 1��: 1_ I �: 11,,1 1 �.._�. Ia;l1 �I'_,il�l!L1L1 I ------ ------ - ----- -- - - - - 1' ia''I 11 I, 1111 1 1i 1,1,1.1 1JJ.�' l�-.� 1�J.ilLll� ,1-1 I. 1 1' 11 l 1 11 111 1._' __1111 ' _1.1-:: l��- I I II 1 1 1 ! ! C) 11-_. „1[1,1,.. ,1-., .I_.1 1-`1.11 1111 1,-11-J L_ 1 lititrtit111..11LIL1L11_L,-11__11-1 ll _.111,1-1L1i1, 11 it- ILLII.I,_LLl;_ 1 . -,I, 11 _ ' 1._11-11_1-1�_ll. 1..1�_1l._1Ll J_:i':: ,__:1_I;_.LJI 1.1.,1- '_ :.11_.Li1JI_,-1-. c� - __-. ----- i _ - - - 1_!.- L1.1_I1_11.1 !_1111 _ItIHI -1'11J11L1L1.1111.11_W�il_1i.1111 !':11-- 11-11. 1- J1 _.L_Ll_11� _L1�11_1111 .1i-J J1 :Ela-!I-- ._:1 '11 .1'_ J',J.1_ _lLL(_ _1111-1'-1111_-!_11.1_! 1j 1._! wj I I. ! i III ! I ! III ! ! i1i ! II l 1 11 l 11.11_ 'i 1 N _ GROUND FLOOR _ _ _ _ _ _ GROUND FLOOR Drawing No.: N 0 o� I I I N - 1 SOUTH EL VATION I I WEST ELEVATION 1/411 = 1'-0" 2 1/411 = 1'-0" Ae. 1 NOTES E Z SHINGLE ROOFING TO MATCH EXISTING T.O. ROOF 23' _ 8" 5/8" PLYWOOD APA RATED SHEATHING DRAWING ISSUE RAFTERS, SEE STRUCTURAL NO. DATE ISSUED FOR 2"FLASH COAT CLOSED CELL 1 02/27/2020 SOUTHOLD DOB REVIEW SPRAY FOAM 2 INSULATION AND R-30 BATT 3 INSULATION BELOW 4 i (TYP.TO ALL ROOFS) CEILING FINISH, SEE FINSIH 5 SCHEDULE 6 BLOCKING,TYP I 5/8" PLYWOOD APA RATED SHEATHING (P.T. PLYWOOD SHEATHING AT FIRST COURSE rh T.O. _ _ _ i _ _ _ NFAR GRADE ONLY)(TYP) SHINGLE ROOFING TO MATCH ® 10 8 EXISTING ' 5/4 WOOD TRIM BOARD (TYP) 5/8" PLYWOOD APA RATED 1 SHEATHING i A301 UJI _ - WINDOW, SEE SCHEDULE 2 1 �a RAFTERS, SEE STRUCTURAL — — — — — T.O. ROOF U. z BL TYP — — — — — — 231 - 8" BLOCKING, o g CEILING FINISH, SEE FINSIH I I UJIa l SCHEDULE TRIM BOARD, FINISHED TO KMATCH 131 BASE lo BASEBOARD SEE FINISH 2" FLASH COAT CLOSED CELL SCHEDULE I THIS APPLICATION IS APPROVED ONLY FpR WORK SPRAY FOAM INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL w INSULATION AND R-30 BATTSIMPSON MST27 1 1/2"WIDE- OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR = INSULATION BELOW I 20 GAGE METAL TO BE CONSIDERED AS EITHER ACCORDANCE WITH APPLICABLE IN APPROVED OR IN (TYP.TO ALL ROOFS) STRAP @ 48"O.C. & 12" FROM EACH CORNER. I I 5/4 WOOD TRIM BOARD (TYP) WRAP AND NAIL STRAP TO SILL PLATE AT ANCHOR r' — BOLT W/4-8d NAILS � a F1 FLOORING SEE FINISH Consultants: o I GROUND FLOOR _ _ _ _ _ I — _ SCHEDULE T _ _ _ CIVIL ENGINEER 0' _ �„ = T.O. WALL 10' 8" Young & Young 400 Ostrander Avenue Z Riverhead, New York 11901 SEE STRUCTURAL FOR LEDGER CONNECTIONS m Tel. 631.727.2303 _ = __ 2#5 CONTINUOUS REBAR I ! I 3 STRUCTURAL ENGINEER z T.O. WALL • _ _ -- -I _ - - I AROUND TOP OF I I A301 -- c�i 10' _ g" FOUNDATION WALL(TYP) JOHN CONDON o / -- ---- - Phone: (631) 298-1986 UJ --- s . ° 1755 Sigsbee Rd, Mattituck, NY 11952 WINDOW, SEE SCHEDULE - - '_ _ ---=—II_ :°d; ° : ;°_I CRAWL SPACE -- I- 0 5/8" PLYWOOD APA RATED CL SHEATHING (P.T. PLYWOOD SHEATHING _ MEP ENGINEER ►- � - ___—- --__( II_I_---I__I__I---I_I -I- ° IE`) - "b — — I I II — _ JOHN O ND ON o AT FIRST COURSE NEAR GRADE ONLY)(TYP) 4" POURED CONCRETE SLAB I GROUND FLOOR 1755 Si sbee Rd , Matt ituck, NY 11952 W/6x6 0 O' Oz W.W.M. REINF.)OVER 6" Phone: (631) 298-1986 U1 - -- CRUSHED T.O. FOOTING --- (- - - ° °) " °- GRAVEL FILL ON WELL o -6 - 0 — I ° . P- e°_ ° COMPACTED SOIL(TYP) o_ Architect of Record: 1/2 EXPANSION JOINT W/ COMPRESSION FILL — — T.O. FOOTING SEALANT(TYP) „ d — _ ISAAC - RAE _5� 0 N POURED CONCRETE FOOTING 11575 Main Bayview Road _. (SEE STRUCTURAL)W 345 Southold NY 11971 BASEBOARD SEE FINISH CONTINUOUS REBAR SET ON n North South Building Elevation ' °W- --- -- I --.°I _= ° _" _-- — _- - UNDISTURBED SOIL / SCHEDULE � _ -- _ ---- _ _ SIMPSON MST27 1 1/2"WIDE - - I IiI - - I (TYP) Contact; Isaac Clay Coffey Wall Section NYS LIC#039767 z 20 GAGE METAL 3 - STRAP @ 48"O.C. & 12"FROM 1 1/2„ 1 0„ 2 T. 347-276-6093 E. clay@isaac-rae.com Isaac-rae.com J EACH CORNER. Y GROUND FLOOR E D A301 C B WRAP AND NAIL STRAP TO v a SILL PLATE AT ANCHOR BOLT W/4-8d NAILS T.O. ROOF�— — — — — — — — — — — — — — — — - — — — — — — — w i F1 FLOORING SEE FINISH 23' - 8” Project: SCHEDULE 3I ✓' SEE STRUCTURAL FOR P E CO N I C LANDING o __.__._ ___-__ LEDGER CONNECTIONS I I ( I I a -- 2#5 CONTINUOUS REBAR ' WELLNESS CENTER a. - -- - - `° --- W -il _ ---i_-__! --___ ° ;dA °, AROUND TOP OF 1500 BRECK NOCK RD - - i = a FOUNDATION WALL(TYP) a. -- -I --- GREENPORT, NY 11944 Project NO.: IR-02 iL 0 0 0 Seal/Signature: z - I L W - -- -- - - T.O. WALL C� v CRAWL SPACE 3976 �p I _ I o Z F �,� Q — -- - 4 POURED CONCRETE SLAB - --- i--- {° °,, . : W/6x6#10/#10 -- - a : 1 LU - -I I I----I I ----; I ! - -, I' - - W.W.M. REINF.)OVER 6” -----T.O. FOOTING ° . 5 - 0 -- - - ° �I�. ; = -,\ CRUSHED a I — _-� ° V FILL ON WELL - --- -- - - - - -- ----- - � GR - _ - a e` 11.° . ° ° a COMPACTED SOIL(TYP) \ \ Date: Scale: 1/2" EXPANSION JOINT W/ � ----- "- ----- --- \ - AS NOTED COMPRESSION FILL GROUND F Drawing Title: SEALANT(TYP) 0' "0Building Sections -!I-- - - °° �. m °.or ° POURED CONCRETE FOOTING C)CY) I— (SEE STRUCTURAL)W/3-#5 -- I CONTINUOUS REBAR SET ON UNDISTURBED SOIL ° d - R N I ---_I I -, ° ° . ° ,� - . -:" - . . ,a . �� - --; I — Drawing No.. O -- -! 8 a. n `° ° " _ (TYP) °. -- - --- - -- -- - --I -- A -51NO -d T.O. FO N - -- --- --''I --- --- -- --- —_ I — � - - -- n Gable End Wall Section n East West Building Section A%J 1 1/2" = 1'-0" NOTES 13'-4" RECEPTION 3'-8" 6'-0" 3'-8" DRAWING ISSUE DESK NO. DATE ISSUED FOR O 1 03/22/2019 SCHEMATIC DESIGN REVISION 2 2 03/25/2019 SCHEMATIC DESIGN REVISION 3 3 co 4 5 M _ 6 M 7 N 8 9 10 Rece tion Desk West Elevation ��vQ/ Reception 1/2 1 1_0on Desk South Elevation 11 9 11 1/2" = 1'-0,1 12 = DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 6 7 8 9 10 11 DOOR, SEE 2 SCHEDULE ZTHI A PLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN Z21 \ ACCORDANCE-WITHAPP__IICAB Typi�alx�m Room Elevation North U 1/4" n Typical Exam Room Elevation South J 1/211 = 1'-011 Applicant of Record: - - - ISAAC - RAE LINE OF EXISTING 11575 MAIN BAYVIEW RD EXTERIOR WALL SOUTHOLD, NY 11971 Contact; Isaac Clay Coffey NYS LIC#039767 EXTERIOR WINDOWS, / /r, / �; T. 347-276-6093 E. clay@isaac-rae.com SEE EXTERIOR / �/% WINDOW SCHEDULE N LIGHTING, SEE RCP CHAIR RAIL, SEE FINISH SCHEDULE \ Project: PECONIC LANDING WOOD BASE SEE FINISH SCHEDULE WELLNESS CENTER 1500 BRECK NOCK RD GREENPORT, NY 11944 4 T icaI Exam Room Elevation West n Reception East Elevation 1/2" = 1'-0" " 1/2" = 1'-0" Project No.: I R-02 Seal/Signature: FT n7 0 ARCy�T GGLAY COP A' F/- 1 \ oa- / GWB, SEE , L SCHEIDULSH E RECEPTIK BACK OF HOUSOE FILE STORAGE GWB, SEE '" � ETC. FINISH SCHEDUL DOOR, SEE SCHEDULE RECEPTION DESK ' CHAIR RAIL,SEE SCHEDULE CHAIR RAIL, SEE SCHEDULE 0" ' G , Date: Scale: i ()7 03 AS NOTED Drawing Title: Interior Elevations ;- \ M \ \ 0 \ \ N M Drawing No.: fV \ \ N \ \ N N n Entry Hall Elevation South Reception West Elevation A401 U 1/2" = 1'-0" 1/2" = 1'-0" NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 4 5 6 7 8 9 10 MILLWORK WALL CAP 11 MATERIAL& FINISH TO 12 MATCH BASEBOARD, SEE FINISH SCHEDULE DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 6 7 8 9 10 11 12 16'-8" THIS APPLICATION IS APPROVED ONLY FOR WORK RECEPTION DESK BACK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OF HOUSE FILE STORAGE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR EQ EO EO EQ EQ41 EQ EQ EO EQ EQ DRAWERS TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACC ORDANCE WffHAP_P_UCABLE CO DES- i� ,-SHELVING FILE FILE FILE FILE FILE FILE FILE FILE SHELVIN RAWERS `DRAWERS 'DRAWERS RAWERS "DRAWERS 'DRAWERS `DRAWERS `DRAWERS Reception South Elevation J 1/211 = 1'-011 Applicant of Record: ISAAC - RAE 11575 MAIN BAYVIEW RD SOUTHOLD, NY 11971 Contact; Isaac Clay Coffey NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com Project: PECONIC LANDING 02 WELLNESS CENTER '1500 BRECK NOCK RD GREENPORT, NY 11944 0 /� %� /� Project No.: IR-02 Seal/Signature: F-1 F-1 INTERIOR CURTAIN WALL, E2 SEE EXTERIOR WINDOW SCHEDULE ARCy/T�C DOOR, SEE INTERIOR DOOR SCHEDULE 31 OF N� \ / CHAIR RAIL, SEE FINISH \ SCHEDULE 13 \ 14 ' 15 ' C 12 �// 11 �j \\ Date: Scale: AS NOTED / Drawing Title: °- Interior Elevations CD co CC\I Drawing No.: N N ' A40e.N n East Hallway East Elevation n East Hallway West Elevation 1/2" = 1'-0" 1/2" = 1'-0" FORM NO. 3 R"E' CIWIED TOWN OF SOUTHOLD ALIG 2 6 202 BUILDING DEPARTMENT L SOUTHOLD,N.Y. Nann ng P_uoard NOTICE OF DISAPPROVAL DATE: August 20, 2020 TO: Peconic Landing 1500 Brecknock Road Greenport,NY 11944 Please take notice that your request dated March 3, 2020 For permit to make alterations to an existin) wcllness center at Location of property: 1500 Brecknock Road County Tax Map No. 1000— Section 35 Block 1 Lot 25 Is returned herewith and disapproved on the following grounds: Thrca osecl construction re %rr s site 1P as a from the Southold"Town Planning Board. LkAuthorized iga a __ .. Cc: File, planning, E � ° ...° FOR INTERNAL USE ONLY MAR 3 u I SITE PLAN USE DETERMINATION Planning Board .µ.IniNti i..Determination Date Sent:? Date: 3 —---- Project Name:.. Project Address: i 7-�- tpa ° � ..�.�Zoning District: Suffolk County Tax Map-No.:1 tt �- - � l " Request: ,..,— " i Permit Applicatio. and supporting documentation,as to (dote: +Sot " of lutld reg l�ropoed use or uses should be submitted.} Initial Determination as to whether use is perm _ .. --- -- initial Determination as to whether site plat► is required: a � ing tins actor Sign u De artment (P.D.) Referrat:�— Planning p / ent. Date of COMM �-- p.D.. Date Received: '�'?/ Comments: Signature of Plann g Dept.-Staff Reviewer is o Date: /= __.. .. ;nnaft tCP_ of RI1i ,... ctor ° TOWN OF SOUTHOLD BUILDING PERMF---PPLICATION CHECKLIST BUILDING DEPARTMENT Do you have c. _ed the following,before applying? TOWN HALL Board of Health_ SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1302 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Septic Form _................ ._..__ Trustees C.O.Application --­­- Flood Permit .�....._.._..___.._._.�.. Examined . Single&Separate­­­­­­---- Truss fieparatk:^'. ­., ..�__ ._,. . Truss Identification Form t, a t 1 AR ��� Storm-water Assessment Form_. _w M Contact: Approved_ 20 Disapproved a/c Expiration.._._­-.., ..,,20,__wm­. Building Inspector�� APPLICATION FOR BUILDING PERMIT Date Feb 28 ,20 20 INSTRUCTIONS a.This application MUST be 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 witt issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughoNrt the work. e.No building shall be occupied or used in whole or in part for any purpose what 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 not 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 writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLIICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,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. (Signature ofatpplican n�– a rporation) 11575 Main Bayview Road Southold NY 11971 (Mailing address of applicant) .. _W . State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Registered Architect......._.. Name of owner of premises Peconic Landingmm _ - (As on the tax roll or latest deed) If applicant is a corporttt.ion,signature of duly authorized officer Patricia Liatzky (Name and title of corporate officer) Builders License No.­— Plumbers License No. .�_...w..wwwww__.. ..._.._____..�,� _.. Electricians License No. _..._,�..,,..__,__.m,.__..___�...._.........,.w........_...._ Other Trade's License No. Architect Ra,u 039767 __w.._.ww_.....ww....w. ww 1. Location of land on which proposed work will be done: _ Brecknock Road Greenport 1500 ._..��.....,__. . ._.w�......�...__.�..._.�__..�._ �.._ .. _H..�...,.......�._.,._...._.....www_.__wwwwwwwww�,�.. House Number _ Street Hamlet County Tax Map No. 1000 Section, __., B1ock 5 Subdivision-,,-.—,.-- _. ...µ_._ __ _ Filed Map No,._...,...-- Lot,_.......—__... . 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Wellne4s Center for Peconic Land in C'ommun'ity,Occu ary,nc 6.2 Proposed renovation of 800 sq 11 ground floor wellness center.1100 sq ft addition to existing wellness b. Intended use and oCccu anc c urs footprint.Wellness center to be used for existing peconic landing coinnrunity.Occupancy 1-2 3. Nature of work(check which applicable):New Building--- Addition "w q w Alteration X_w w Repair Removal _ _Demolition _ ther Work _� w ;Descriptiotio n) 4. Estimated CDSt $$80,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units n/a Nu ober of dwelling units on each floor rd If garage, number of cars rds Institutional use for Peconic 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. Lnrtqi 6,t1r t epJne center, 7. Dimensions of existing structures,if any:Front 29' Rear 29' Depth.__. 3v Height 23T . Numbetr of Stories 1 Dimensions of same structure with alterations or additions: Front 59' Rear 59' Depth 75'' Height 23'8" Number of Stories $. Dimensions of entire new construction:Front 30' Rear 30' Depth_ 36' Height_-___23'8• Number of Stories 1 9. Size of lot:Front rt"a .hear n4 Depth Ns 10.Date of Purchase nra Name of Former Owner„ „ n/a 11.Zone or use district in which premises are situated HD I R-80 12.Does proposed construction violate any zoning law,ordinance or regulation?YES—NO x- 13.Will lot be m-graded?YES NO x Will excess fill be removed from premises?YES x_NO 14.Names of Owner of premises ddresst 500 Brecknock Road,Gtoonp Phone No. $31477-3600 ext 228 Name of Architect Isaac clay D'offeey Addresk x$75 ala tw stty i leas,snn tllhone No 347-276-m-9 Name of Coaatractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO- x IF YES,SOUTIJOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES 140� *IF YES,D.E.C.PERMITS MAYBE R$QUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data or. survey. 18.Are there any covenants and restriction;with respect to this property?*YES NO x *IF YES,PROVIDE A COPY. STATE OF NEW YORK) r� SS. COUNTY Oe... �� being duly sworn,deposes and says that(s)he is the applicant (Name of individual igning contract)a'll 'e named, (S)He is the (Contractor, ¢It,Corporate rate Officer,etc.). .. ._..._.... . _._... .__.._.. .M._.........._..._._.............. .._.M. of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belie'and that the work will be performed in the manner set forth in the application filed therewith. Swo 1 More:ra�ae this �._._.....,,.. day of � ��. _.._,�0...� O � � ...�... ,or1 M BORN .,. _.. ............�., Z-041�- ...�.._ _......�akttztryn,PalttJlt - leto of New'M"otrtt„mH_._. .._ ,Si c^taturnt.W . IN otary Publir No.01806 17o3tt g tca4t Oualifled In Suffolk noun Commiasion Expires DM 22,