The URL can be used to link to this page

Home My WebLink About47517-Z - NOTE�U� _ 1700 INLET WAY 4-151 DRAWING ISSUE 1700 INLET WAY SOUTHOLD NY 11971 PROPOSED SCOPE OF WORK FINISH SHEET# SHEET NAME ISSNO. DATE ISSUED FOR UE DATE 7 INTERIOR ALTERATIONS TO INCLUDE CHANGES TO-KITCHEN, DECK AND SPA, SIDING AND WINDOWS, LOCATION CEILING/ WALLS BASE FLOORS COMMENTS 1 07/16/2021 SOUTHOLD DOB REVIEW ELECTRICAL FIXTURES AND LOCATION. SOFFIT TAX MAP N O : 1000-92-01 -07 N E S W N E S W T-001.00 TITLE SHEET 2 01/04/2022 SOUTHOLD BUILDING PERMITT RESUBMITTAL SCOPE OF WORK NOT PROPOSED IN THIS FILING: ENTRY FOYER C-2 W-2 W-2 W-2 W-2 BB-, BB-, BB-1 BB-1 F-2 11/02/21 g NO CHANGE TO BEDROOM COUNT, HVAC AND INSULATION. W KITCHEN C-2 W-2 W-2 W-2 W-2 BB-1 BB-1 BB-1 BB-1 F-2 A-100.00 SITE PLAN 11/02/21 4 FEMA NOTE DINING AREA c-z w-2 w-z w-z w-z BB-1 BB-1 BB-1 BB-1 F-z A-101.00 GROUND FLOOR DEMO PLAN 11/02/21 5 THE PROPERTY IS NOT IN THE SPECIAL FLOOD HAZARD AREA. NO CHANGES ARE BEING MADE TO THE j SPA - W-3 W-3 W-3 W-3 - - - F-2 6 ZONING INFORMATION FLOOD ELEVATIONS. _ _ _ _ A-102.00 GROUND FLOOR PROPOSED PLAN 11/02/21 OUTDOOR SkOWER C-2 W-2 W-2 W-2 W-2 F-2 COUNTY SOUTHOLD ENERGY CODE STATEMENT OF COMPLIANCE DECK C-2 W-2 W-2 W-2 W-2 - - - F-2 A-103.00 GROUND FLOOR RCP PLAN 11/02/21 TO THE BEST OF MY KNOWLEDGE, BELIEVE AND PROFESSIONAL JUDGMENT THE PROPOSED BUILDING IS A-104.00 SPA DETAILS 11/02/21 BLOCK 1700 IN COMPLIANCE WITH THE 2018 IECC NYS RESCHECK IS ALSO PROVIDED IN THIS SUBMISSION FINISH NOTES A-105.00 STRUCTURAL FRAMING PLAN 11/02/21 NUMBER OF FLOORS 2 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION WALL TYPES A -106.00 KITCHEN DETAILED PLAN 11/02/21 FW-4 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 A -107.00 INTERIOR ELEVATIONS - KITCHEN 11/01/21 ZONING R-40 (5221.COLOR:TB 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 INTERNATIONAL BUILDING CODE AND 5/8"MOISTURE RESISTANT GYPSUM BOARD.FINISH W/1 COAT ZINSSER BULLS EYE ZERO WATER BASED PRIMER&2 COATS ZINSSER PERMA-WHITE MOLD& -MILDEW-PROOF INTERIOR PAINT,COLOR:TB A -108.00 KITCHEN SECTIONS 11/02/21 ZONING MAP SOUTHOLD WILL COMPLY WITH 2020 NYS RBC&2018 IBC REQUIREMENTS, AND THE BEST TRADE PRACTICES. 1/2"DUROCK CEMENT BOARD READY TO ACCEPT TILE 2. CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE 6"STONE VENEER A- 201.00 EXTERIOR ELEVATIONS 11/10/21 LANDMARK DESIGNATION NONE SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS W-5 10"CAST IN PLACE CONCRETE WALL WORK. THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS A- 500.00 DOOR AND WINDOW SCHEDULE 11/02/21 TOWN TRUSTEES JURISDICTION SOUTHOLD TRUSTESS EXECUTION. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR W-6 2"POWDER COATED HIGH PRESSURE LAMINATE RESTROOM PARTITION DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE. THE BASE TYPES LOT AREA 16,445.16 sqft CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE.VERIFY ALL 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) W CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE CEILING TYPES ALLOWABLE BUILDING COVERAGE 3289 sqft ARCHITECT. 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 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE (522).COLOR:WHITE DOVE#OC-17. I EXISTING BUILDING COVERAGE 2,915 sgft PROJECT SITE WITH THE OWNER AND ARCHITECT. THE 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& cn MILDEW-PROOF INTERIOR PAINT,COLOR:WHITE DOVE#OC-17. o PROPOSED BUILDING COVERAGE 3,264 sqft PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH THE APPROVED PLANS. C-3 C AND BETTER CLEAR WESTERN RED CEDAR BOARDS zFRONT YARD SETBACK 35' 4. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF FLOOR TYPES o INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES F-1 3/2r"X 10"T&G RIFT SAWN WHITE OAK W/WHITE OIL FINISH.STAGGERED JOINTS W/RANDOM LENGTHS MIN.LENGTH TO BE 5 FT. REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. W SIDE SETBACK 15' F-2 DUROCK READY TO ACCEPT TILE 5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE W BACK YARD SETBACK 50' CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED sraR THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. S-1 MATTE BLACK w/BLACK OXIDE FINISH THIS APPLICATION IS APPROVED ONLY FOR WORK EXISTING BUILDING HEIGHT 28 FT APPROXIMATELY 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, OBTAIN PERMITS AND ERECT TEMPORARY INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY TOOLS, E3 CONSTRUCTION CLASSIFICATION VB-CONBUSTIBLE 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. ACCORDANCE WITH APPLICABLE CODES. w OCCUPANCY USE CROUP R 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS, GROUNDS AND W PROPERTY AND PROTECT THE SAME FROM INJURY FINISH SCHEDULE 8.CONTRACTOR SHALL DETERMINE LOCATION, PROTECT AND SAFEGUARD ALL UTILITIES ON AND ' = ADJACENT TO SITE. 2 1 1/2" = V-0" VHW = 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED Consultants: AS A RESULT OF CONSTRUCTION FOR THIS WORK. 1"cw I I KITCHEN OUTDOOR SHOWER ~ 10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT I SURVEYOR a ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL r----- -----------------------------------------T- - Nathan Taft Corwin o COMPLETION. --- I F ----- - -- --J+-- - - 1586 Main Rd, Jamesport, J 11. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION w. GireC�erated b RESchec -Web So't's' are I I I I � I NY 11947 _ ;. OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. I I 3/a" 3/a" , , '`,,_° 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL �y nce �'` I i 3/4" I i 3/4" I I Tel. 631.727.2090 mapZ `"` AUTHORITIES. ? 1In.Cadx Poim Car E , RELOC. PROPOSED , 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND I I �- �� I DISHWASHER ( DISHWASHER MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND I I r'r r 13/a° N _ INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE ; PROPOSED LAV RELOC.LAV � CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR ' i RELOC.SHOWER W Project 1'700 Inlet way '4= 1rW� `'r DURING THE EXECUTION OF THE WORK. ' cr 14.THE.CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED GROUND' FnTrgy Ce; M1I IE+ C o FOR OTHER TRADES (SPRINKLER, MECHANICAL, PLUMBING, ELECTRICAL, ETC.). 15.SPRINKLER, MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS 1OL�1t o.; Now Yank'New w York. o .c4' ' LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- 0 IGN- c�nstti1y ( Sltr 11ttinll orOt T Aitrw�€ � , (r OFFS. , ,, �� ;•; 16.THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF (",lunate Zone-- 4 (5.362 H. 0t)) saz,€raaWINTHE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE it Date; 2'�l21�";��,�'rt3+�:ii11�'00, 0Z ' ' �` Pmt Dr E THE JOB. Permit Number, o - "�"'"">°'" 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY n PLUMBING RISER DIAGRAM W t N CAPPED OR PLUGGED. cmstrtitll Sim. t ��fe('�Stet; sicnela'Cc�nrctr 1/4" - 1'-0€€ 18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE 1700 Inlet woy 151, Cc"Tey a �"t 1dY t� luta Isaakc-lkae OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN 11575 Maim I;iyview Road, Architect of Record: 77) MATERIAL AND/OR WORKMANSHIP. THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE 'Ahnhi, dry 1 a,t CONTRACTOR TO THE OWNER. 134 27'EC,0�3 0 J700 INLET WAY ISAAC - RAE 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF cIayftisaa+r-r•ae-com '= SKILL, QUALITY AND COMPLETENESS. 20.THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR DEPARTMENT OF 11575 Main Bayview Road o BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. €� Southold NY 11 ��.._�� :.,�:��:e,• ;::,\ �. . \ 971 z LOCATION MAP NOT TO SCALE ��u � � �::.:, � �� m�.:� a �..�......�� .�. �,��aw�� .� ..,.� .�, �su�sw.�.�_: ,.,.�� I _ 21. NO WORK SHALL BE DONE, EXCEPT BETWEEN THE HOURS OF 9:00 A.M. AND 5:00 P.M. MONDAY � � � � �� I THROUGH FRIDAYS. EXCEPT AS OTHERWISE AGREED TO, NO WORK SHALL BE DONE ON SATURDAYS, I=- SUNDAYS AND HOLIDAYS,AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE EXG SANITARY 1 KITCHEN OUTDOOR SHOWER (Contact; Isaac Clay Coffey STACK TO REMAIN NYS LIC#039767 DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 A.M. a� tire�t-e 1�r�cp.Rr CL'�€tS�.`�€�1'��t,}��r'i�•*1`��s�.�s^r�r r�r;•rs�;R nrr �,-�._- &..' - - - - - - - -- - - - - - - - - - - - - - - 22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS i _ 1 1/2" 1 1/2" I °- SCOPE OF WORK: a"�aE?Y1?�'#�+ �t�)"IC'�;�L�I&ic�t"�C@ [�":3?;°�.`.>v�il�:�?L:a'(3l�'e'�i tY'�r(1it'€;�i13!1"€�:°€".�r�1, E"�'.�t I(PS€§�<°�it„irt s'�-}d3.?.'�illt�C3?0�!�fL�:^tL#3i"e?e�°fe:E�i;a. I I OUTLINED IN THE ALTERATION AGREEMENT 1 SINK 'T. 347-276-6093 E. clay@isaac-rae.com a EXTERIOR ALTERATIONS TO INCLUDE THE FOLLOWING: 23. THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED (RELOC.) ((PROPOSED) I ? 24. PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING, HEATING AND INTERCOM EXG VENT STACK ?" 1 DISH WASHER DISH WASHER I J 1. REPLACE ALL EXTERIOR CEDAR SIDING IN KIND THROUGHOUT BUILDING LINES. l` E� TO REMAIN 1 1 (RELOC.) 1 (PROPOSED) 1 J 2. PROPOSED NEW WINDOWS3. ,,.,, ter" � :° .s^`,• .:I,.,; ..:.. ...i: .«. ,. ,< =._; `; I I i PROPOSED GROUND FLOOR DECK OF 380 SQ.FT SITE PROTECTION PLAN: - ,:;.. .. � . I Project: 4. PROPOSED SPA 7 x 7 FEET 41 ''i (PROPOSED) 1 1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE 5. PROPOSED OUTDOOR SHOWER OF 37 SQ.FT t C EGRESS AS REQUIRED BY NEW YORK STATE, SOUTHOLD TOWN AND SUFFOLK COUNTY cFilem kion C rami or cavity r Truss I 1 vz" 11/2" I 700 INLET R D I_ 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECT TO OCCUPIED Exmpti Fr' 's c�uiyfill3d w�2hstal�tle�rt GROUND FLOOR o DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL t 1 Far •1 '"O C INTERIOR ALTERATIONS TO INCLUDETHE FOLLOWING: Fxcmption.,Framingcavity lira exposed 2 BE STRICTLY OBSERVED. - `- _ I a 1700 Inlet WaySouthold, NY 11971 W raw 1:Grass Dor3f(over 50%qw� ing) (L 3.HEALTH REQUIREMENTS.SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF 23 0.270 0 320 6 7 0 1. REMOVAL OF EXISTING NON LOAD BEARING INTERIOR WALLS SPr3C.0,20 2. REMOVAL OF EXISTING PLUMBING FIXTURES DUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OF SANITARY a SriC}i door-Glass Off'$+bsrc f 5Q g! inp9 i FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. L�.27€y Fr.37s1 11 Y3 I W 3. REMOVAL OF INTERIOR DOORS 5PG0:L�,20 Project No.: = 3.1. THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW 1 .� 4. NEW PROPOSED INTERIOR NON LOAD BEARING WALLS soda`, boor 2:Gla Diaor tp'er'Ste= glazinq) NOTE: WASTE LINE TO BE CONNECTED TO EXISTING 4" IR-02 W_ 5. NEW PROPOSED PLUMBING FIXTURES AND IN EXISTING AND NEW LOCATIONS RELATING TO LEAD AND ASBESTOS,AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT SHC0 0 20 42 • 7 t•32€ 11 13 WASTE LINE AND EXISTING SEPCTIC MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE.. z 6. NEW PROPOSED ELECTRICAL FIXTURES AND LOCATIONS t%( taw:Vir,yr Frame23 0.270 O 3�� 7 Seal/Signature: W 7. NEW PROPOSED SLIDING DOORS IN GROUND AND SECOND FLOOR LOCATIONS. 4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING SRGO:0,20 r� "U n w 8. ADDITION OF NEW DECK AND SPA ON GROUND FLOOR MAINTENANCE CODE, AND, WHERE APPLICABLE, THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL i�erts,m1_-.Vinyl Frage ® E. = 9. ADDITION OF NEW WINDOWS THROUGHOUT BUILDING BE STRICTLY OBSERVED. S 4 O;0,20 23 .270 0.320 6 7 &STRUCTURAL SAFETY. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR n SANITARY RISER DIAGRAM MAR 0 2 2022 o CONTRACTED WORKERS 1 ` �O Vinyl F€ 1 23 4.27 .32ty 7 " - " SCOPE OF WORK NOT PROPOSED IN THIS FILING: �i�L:,0:0,2 1/4 - 1 -0 6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH t rzd +4; ;ety'r Frame23274 120 6 7 �:.D� � BUILDING DEPT. 01. NO CHANGE TO HABITABLE FLOOR SQ FOOTAGE WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT `sl cC 0,2 �� ci�,f Towle of SOUTHOLD w FEDERAL HOLIDAYS Lvindow5:Vinyl rex theC,1.AY � 29 0,270 0.32 0 a 9 N 7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR 'SVGC;0,20 o OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED VvRr t:Vinyl Frame THEREIN, THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS SILO;0,2 .27G .3. ''� (n 1 SECTION NUMBER DOOR NUMBER TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE 0 - UJ ASSOCIATED FILINGS Pr l ct Title. Inlet ;, ,� $, - SHEET NUMBER (SEE DOOR SCHEDULE) ; REQUIREMENTS OF SOUTHOLD TOWN &SUFFOLK COUNTY. IF A DISRUPTION OF ANY SUCH SERVICE IS Data filename,- ,age I of 3 = SOUTHOLD TOWN OF TRUSTEES ANTICIPATED DURING THE WORK, THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF s--� -� o SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, I yA �( 4 In _ WINDOW NUMBER 3 77�' _'1� r �'j' j_, r_ z INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH I - DETAIL INDICATOR "i Z(n I (SEE WINDOW SCHEDULE) p't DISRUPTION. �i OF N� I JAN 7 200W ABREVIATIONS O 1 DETAIL NUMBER -t 1 J - COLUMN NUMBER `` LO QSt SHEET NUMBER 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 TC'l I''''-D A.P. ACCESS PANEL COL. COLUMN EMER. EMERGENCY GL. GLASS L.V. LOW VOLTAGE i NO. NUMBER REV. REVISE/REVISION T.B.D. TO BE DETERMINED ----- ACOUS. ACOUSTICAL CONC. CONCRETE EQ. EQUAL GRL. GRILLE MATL MATERIAL O.C. ON CENTER R.O. ROUGH OPENING TYP. TYPICAL I- DETAIL CLOUD MARKER - REVISION CLOUD MARKER Date: Scale: ADJ. ADJACENT CONST. CONSTRUCTION EQPT. EQUIPMENT GFI, GROUND FAULT INTER, MAX. MAXIMUM OPNG OPENING SCHED. SCHEDULE U.O.N. UNLESS t - - AS NOTED A/C AIR CONDITIONING CONT. CONTINUOUS GWB GYPSUM WALLBOARD MECH. MECHANICAL OPP./OPH OPPOSITE/OPPOSITE HAND OTHERWISE d - EXIST. EXISTING SECT. SECTION Drawing Title: AL. ALUMINUM DTL. DETAIL EXT. EXTERIOR HNDRL. HANDRAIL MTL. METAL PTD. PAINTED SHT. SHEET NOTED +o.o 00 APPROX. APPROXIMATE DIM. DIMENSION MIN. MINIMUM PARTN. PARTITION V.I.F. VERIFY IN FIELD -------- - LINE INDICATING TITLE SHEET 77 FIN FINISH HDWD. HARDWOOD SIM. SIMILAR LEVEL INDICATION OBJECTS ABOVE C) ARCH. ARCHITECTURAL DR. DOOR FIN.FL FINISH FLOOR HVAC HEATING,VENT.&A/C MlSC, MISCELLANEOUS PL PLASTER SC SOLID CORE VT/VCT +0.0 - Note:[0'-0"]=+ C) DBL DOUBLE VINYL - LINE INDICATING N BLKG BLOCKING FPRF. FIREPROOF H.M. HOLLOW METAL MLDG. MOLDING PLYWD.,PLY PLYWOOD SQ.FT. SQUARE FOOT � OBJECTS BELOW CLG. CEILING DN. DOWN S.C. SELF-CLOSING HORIZ. HORIZONTAL MTD. MOUNTED POS. POINT OF SERVICE S.STL. STAINLESS STEEL COMPOSITION TILE N C.H. CEILING HEIGHT DWG. DRAWING FL. FLOOR IN. INCHES MIL. MULLION QTY. QUANTITY STD. STANDARD / WITH Drawing No.: N• EA. EACH NOM. NOMINAL REC, RECESSED W/O WITHOUT - WALL TYPE A - CABINET MARKER C:) CL. CENTER LINE FLUOR. FLUORESCENT INSUL. INSULATION STL. STEEL WD. WOOD N C.T. CERAMIC TILE ELEC. ELECTRIC/ELECTRICAL FT. FOOT/FEET J.B. JUNCTION BOX N.A. NOT APPLICABLE REQ'D REQUIRED STOR. STORAGE SYMBOL LEGEND 00.. e NOTES DRAWING ISSUE NO. DATE ISSUED FOR GENERAL NOTES • 1 0/16/2021 SOUTHOLD DOB REVIEW NAILING SCHEDULE 2020 NYS RBC&2018 IBC PLAN CONTENTS: 2020 NYS RBC & 2018 IBC 2 01/04/2022 SOUTHOLDBUILDING PERMITTRESUBMITTAL DESIGN CRITERIA 2020 NYS RBC&2018 IBC g CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF OCCUPANCY CLASSIFICATION R SEE OCCUPANT LOAD CALCULATIONS ON A101.00 AND A102.00 4 1). RIDGE-TO-RAFTER NAIL NAIL BUILDING USE SINGLE FAMILY RESIDENTIAL DWELLING 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 JOINT DESCRIPTION QT, SPACING NOTES BUILDING HEIGHT 28' -0" 6 When a collar tie is used in leu of a ridge strap, the number of 1 Od common nails WORK AND CONSTRUCTION MEET THE REQUIREMENTS OF THE 2020 in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO s'WALL: 3-8d EACH TOE-NAIL SEE PLANS NEW YORK RESIDENTIAL BUILDING CODE AND 2018 INTERNATIONAL p• TOP PLATE 10'WALL: 4-8d RAFTER TOTAL SQ. FT. OF CONSTRUCTION BUILDING CODE. 2). RAFTER-TO-WALL CEILING JOIST 8'WALL: 3-8d 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 TO TOP PLATE 10'WALL: 4-8d JOIST DESIGN CRITERIA 2020 NYS RBC + 2019 INTERNATIONAL BUILDING CODE NOT SCALE DRAWINGS). accordance to table 3.3. When a rafter or truss do not fall in line with studs below, 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 PARALLEL RAFTER WFCM - 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 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 OVER PARTITION WFCM - LAP NAIL 5. REFER ARCHITECTURAL DRAWINGS FOR BUILDING ELEVATIONS • INCLUDING SLAB AND FINISH FLOOR ELEVATIONS 3). WALL-TO-WALL COLLAR TIE AS PER TABLE 3.4 EACH FACE Wall studs above and studs below a floor level shall be attached with uplift connections TO RAFTER WFCM - END NAIL DESIGN LOAD CALCULATIONS DECK 20 6. 130 MPH WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT (LIVE LOADS PSF) DURING CONSTRUCTION. accordance with table 3.3b. When wall studs above do not fall in line with studs below, BLOCKING 2-8d EACH TOE 2020 INTERNATIONAL ROOF GROUND SNOW LOAD ASCE FIG. 7-1 20 studs shall be attached to a common member in the floor assembly with uplift connectors TO RAFTER END NAIL ( ) a accordance with table 3.3. RIM EACH END BUILDING CODE/ ROOF (LIVE LOAD) ASCE FIG. 7-1 20 FOUNDATION NOTES: 2- 16d 4). WALL ASSEMBLY TO TO RAFTER END NAIL STAIRS GAURDRAILS (ANY DIRECTION) 20 N 1. THE GENERAL C014TRACTOR AND MASON TO REVIEW PLANS, First wall studs shall be connected to the foundation, sill plate, or bottom plate with U_ ELEVATIONS, DETAILS AND NOTES TO DETERMINE INTENDED HEIGHTS connectors. Steel straps shall have a minimum embedment of 7 inches in Z OF FINISHED FLOORS ABOVE GRADE. foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION NAIL QT, SPNAIING NOTES EXPOSURE CATAGORY (DESIGNED FOR CAT.C) 2 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 2 c� bottom late, 3 inch square washes shall be used with the anchor bolts. Anchor TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION W_ DATUMS AND FINISHED FLOOR ELEVATIONS p. q TOP PLATE 2- 16d Foo SEE NOTE: 1 W 3. DRAINAGE AS REQUIRED BY HALL MEET THE REQUIREMENTS OF THE spacing is to be spaced and sized in accordance to table 3.2a. In addition to ROOF - DETAIL PAGE & GENERAL NOTE PAGE 2020 INTERNATIO�IALRESIDENTIAL BUILDING CODE AND NEW YORK anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE THIS APPLICATION IS APPROVED ONLY FOR WORK DEPARTMENT OF STATE 2020 NEW YORK RESIDENTIAL BUILDING CODE 4- 16d INTERSECTIONS EA. SIDE NAIL INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL � EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR AND 2018 INTERNATIONAL BUILDING CODE STUD TO 24" FACE TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 4. ALL FOOTINGS MUST REST ON APPROPRIATE BEARING MATERIAL SEE 5). TYPE I EXTERIOR SHEARWALL STUD 2- 16d O.C. NAIL FIRE PROTECTION Sym" ACCORDANCE WITH APPLICABLE CODES. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the SEE FLOOR PLANS W STRUCTURAL ENGINEERS DRAWINGS FOR ADDITIONAL DETAILS attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, HEADER 16"O.C. FACE SMOKE & CO2 DETECTORS 5. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at HEADER 16a ALONG NAIL TRUSS DESIGN N/A - D STRUCTURE TO BE INSTALLED WITH #5 RE-BAR , MIN 18" LONG AT 12"O.C. edges and 10" o.c. in the field shall be in accordance with the length requirements TOP OR 2- 16d PER 2x4 END = MIN EMBEDD TO BE 9" USE APPROVED EPDXY FOR ANCHORING in table 3.15a-b. PLATE To STUD 3- 16d PER 2x6 NAIL ENERGY CALCULATIONS RESCHECK Consultants: 6. UNLESS OTHER WISE NOTED, ALL SLABS ON GRADE TO BE 4000P.S.1. BOTTOM PLATE a CONCRETE TO BE POURED AT MIN 4" THICK SAND OR GRAVEL FILL WITH 6). TYPE II EXTERIOR SHEARWALL PER FACE NAIL SURVEYOR FLOOR JOIST, BAND 2- 16d Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the Foo SEE NOTE: 1,2 GROUND WIND SEISMI FROSTWINTERICESHIEL Nathan Taft Corwin a 6X6 WIRE MESH REINFORCING. SLAB THICKNESS TO BE MIN 5" THICK. END JOIST OR FLOOD 0 0 length adjustment factors in table SNOW SPEE DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNDERLAYMEN 1586 Main Rd, Jamesport, 7. ALL FILL TO BE COMPACTED TO 95/o RELATIVE DENSITY AT 6 MAX LIFTS LOAD (MPH) CATEGOR DEPTH TEMP. REQUIRED HAZARD NY 11947 0 8. CRAWL SPACES TO BE PROVIDED WITH MIN. 24"X24" ACCESS OPENING. 7 . INTERIOR SHEARWALL 9. UNCONDITIONED CRAWL SPACES TO HAVE 8X16 CAST IRON ) Tel. 631.727.2090 NAIL NAIL MODERAT SLIGHT TO Z Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased JOINT DESCRIPTION QT, SPACING NOTES 20 LBS. 130 B SEVER 3 FT. TO MODERAT 11 NONE - FOUNDATION VENTS FOR EVERY 150 SQFT OF AREA interior shearwalls are used. Sheathing and connections shall be in accordance 10. DAMPPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS 3.5. 2.4.4.2 and 2.2.4 JOIST TO: 4 $d PER TOE REQUIRED BY 2020 NEW YORK RESIDENTIAL BUILDING CODE AND 2018 SILL, TOP PLATE OR GIRDER JOIST NAIL Z INTERNATIONAL BUILDING CODE A 6 MIL POLYETHYLENE FILM SHALL BE 8). CONNECTIONS AROUND EXTERIOR WALL BRIDGING EACH TOE 0 APPLIED TO THE BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO Header and/or girder connections shall be attached with uplift connections in TO JOIST 2-8d END NAIL BACKFILLING with table 3.5. Window sill plates shall be have steel connectors in accordance with BLOCKING EACH TOE TO JOIST 2-8d END NAIL o FRAMING NOTES 9). CATHEDRAL CEILING BLOCKING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND Where a ridge is to be used as a structural beam, the rafters shall either be notched 3- 16d NAIL NAIL SPACING AT w SILL OR TOP PLATE BLOCK NAIL SHEATHING AT PANEL SUPPORTS IN THE PANEL 1. ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge _. NOTES o along the open ceiling part of the building. Connections to the ridge and wall shall be LEDGER STRIP EACH FACE - - „ z 2020 NEW YORK RESIDENTIAL BUILDING CODE AND 2018 attached with the above requirements. To 3-16d JOIST NAIL 4 PERIMETER EDGE 8d COMMON @ 6 O.G. 8d COMMON @ 6 O.C. SEE NOTES:1,3 INTERNATIONAL BUILDING CODE. ,� •� SEE NOTES:1(BOTH FIELDS) W 2. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH N0. 2, JOIST ON 3-8d PER TOE INTERIOR 8d COMMON @ 6 0. . 8d COMMON @ 12 O.C. NOTE:2 FOR PANEL FIELD JOIST NAIL Architect of Record: a OR BETTER, UNLESS OTHERWISE NOTED ON THE PLANS INSULATION TO GABLE ENDWALL RAKE AND RAKE 8d COMMON 4" 0. . 8d COMMON 4" O.C. SEE NOTES:1,3 BAND JOIST PER END @ @ 0 3. INTERIOR METAL (FRAMING SHALL BE 18 GAUGE OR BETTER UNLESS 1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE 2020 IBC AND TO JOIST 3-16cf JOIST NAIL Z OTHER WISE NOTED ON THE PLANS AL CODE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ISAAC - RAE BAND JOIST TO: PER TOE NAIL a 4. FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING 2-16d � SILL OR TOP PLATE F00 SEE NOTE: 1 11575 Main Bayview Road INCHES O.C. UNLESS NOTED 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Y 0 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER 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 the 4 foot perimeter edge g 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 QT( SPACING 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Contact; Isaac Clay Coffey Z 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. NIYS LIC#039767 a 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 W ON EACH SIDE OF OPENINGS. BEARING WALL WINDOW SILLS SHALL STRUCTURAL 8d WFCM - ALSO HAVE (2) WINDOW SILL PLATES FOR 2X4 WALL OPENINGS 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 Z BETWEEN 4'1 AND 60 AND 2X6 WALL OPENINGS BETWEEN 511 AND 8'9. REQUIRED INSULATION AS FOLLOWS framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. CS PROVIDE FIRE AND BLOCKING WHERE APPLICABLE. CEILINGS : 4" SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 per inch. JOINT DESCRIPTION QrY NAIL SPACING WALL SHEATHING REQUIREMENTS FOR 130 MPH WIND ZONE W 6. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY • GALVINIZED HANGERS AND ANCHORS WHERE APPLICABLE TO ALL WITH ROCKWOOL R23 5-1/2 for total of R49 Project: WALLS: 3 SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. GYPSU i O.C. NAIL SPACING NAIL SPACING AT INTERMEDIA E CONNECTING JOISTS. 5d SHEATHING LOCATIO NOTES 1700 INLET RD In WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 WALLBOAR 10"O.C . FIELD AT PANEL EDGES SUPPORTS IN THE PANEL FIE D LL 7. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE o FLOORS: 3 SPRAYED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER SEE NOTES: 1 3 ( BOTH FIELDS) it: FLOOR JOIST AND UNDER BATHTUBS.FLOORS TO HAVE CERAMIC TILE INCH. WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 WALL SHEATHING: 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 1 700 Inlet WaySouthold, NY 11971 a INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R12 JOINT DESCRIPTION NAIL NAIL INTERIOR ZONE 8d COMMON @6 0. 8d COMMON @ 12" O.C. SEE NOTE: 3 0NOTED ON PLANS. QTY. SPACING W 8. 7). PROVIDE 2 - 1-13/4" THICK MICROLAMS ( HEIGHT TO MATCH FLOOR PLUMBING NOTES STRUCTURAL 8d 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 2020 NYS RBC & 2018 PANELS WFCM- IR-02 < UNLESS OTHERWISE NOTED (TYPICAL). IBC/ and shall meet Suffolk Count Health Department requirements as stated on 7/16"OSB 3"O.C. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment Y p q Seal/Signature: UJ 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C.. USE SOLID septic permit PLYWOO 6d 6"O.C. FIELD requirements shall be used. W BLOCKING IN FLOOR JOISTS UNDER ALL BEARING WALLS. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing = 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. 2. Verify septic system with the Engineer for Suffolk County Health Department GYPsu 5d 7„O.C. members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be I- approval. WALLBOAR 10 O.0 . FIELD reduced to 6 inches o.c. o INSTALL DRAFT BLOCKING AS NEEDED. 3. 3). If wall studs, plates or joists are cut out during installation for any plumbing related 3 For exterior panel siding, alvinized box nails shall be permitted to be substituted for 11. UNLESS OTHERWISE NOTED, ALL ROOFS AND WALLS TO HAVE A FLOOR SHEATHING: )' p g� g p '�D q work,provide adequate bracing and plates to protect and secure the structure. Verify �'FZ• R�+ N 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. W PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS. JOINT DESCRIPTION QT, SPACING 4). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. �C� 4G GtiAY O,� spacing permitted (n 12. UNLESS OTHERWISE NOTED USE 3/4" THICK T&G PTS FIR OR STRUCTURAL 6"O.C. 5). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. N ADVANTECH PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE 1"OR LESS 8d 12"O.C. IVA W AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED HVAC SYSTEM NOTES NOTES: 6). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER 2020 IBC/ OVER SUBFLOOR AS PER MANUFACTURES INSTRUCTIONS. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety FIRFBLC�CKINC>, NC�TFS 0 13. ALL BATHROOM WALLS TO HAVE 5/8" THICK MOISTURE-RESISTANT THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN a requirements �397"0� � Z SHEETROCK. q SCHEDULE NOTES ONLY. AS REQUIRED BY CURRENT 2020 IBC-FIREBLOCKING REQUIRED ��`QF 14. 1 HR FIRE RATED ASSEMBLYS 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 equipment supplier. 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. W SHEET ROCK AND, TO MEET ANSI/UL 263 AND UL DESIGN NO. U419 wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities, nailing 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 R MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. SHIELD, HENRY BLUE SKIN OR APPROVED EQUAL. shall be permitted to be reduced tot - 16d nail per foot 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 1). All electrical to be installed as per 2020 NYS RBC & 2018 IBC/ CEILINGS AND COVE CEILINGS. AS NOTED 18. ALL SILL PLATESAND 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: °- 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. ch PRESSURE TREATED. SILL PLATES TO BE INSTALLED WITH FOAM SILL ) g q GENERAL NOTES 4).AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, TO RESIST THE FREE PASSAGE OF FLAME AND N GASKETS AND CC1P-R-TEX TERMITE SHIELD OR APPROVED EQUAL. by current 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) N N Drawing No.: C\1 N n GENERAL NOTES ' 1/411 = 1'-0" . 002 ■ ..,, a.-.ta;:,+,;ay.r. . -- . '.,.,.. -:+s• ,.,:-•= ,.. ,.,, _r 'c,.�'•, •-:,. .�._:.1,r..:ms""u..,.Stavw� - - - < SITE PLAN INFORMATION NOTES COUNTY SOUTHOLD BLOCK 1700 NUMBER OF FLOORS 2 DRAWING ISSUE ZONING R-40 NO. DATE ISSUED FOR 07/16/2021 SOUTHOLD DOB REVIEW ZONING MAP SOUTHOLD 2 01/04/2022 SOUTHOLD BUILDING PERMITT RESUBMITTAL LANDMARK DESIGNATION NONE 3 02117/2022 SOUTHOLD BUILDING PERMITT RESUBMITTAL 4 TOWN TRUSTEES JURISDICTION SOUTHOLD TRUSTESS 5 LOT AREA 16,445.16 sqft 6 ALLOWABLE BUILDING COVERAGE 3289 sqft EXISTING BUILDING COVERAGE 2,915 sqft /V� PROPOSED BUILDING COVERAGE 3,264 sqft rs°24, �� E FRONT YARD SETBACK 35' \\'\,174 18' SIDE SETBACK 15' \ ` \ BACK YARD SETBACK 50' N I �\ t– \\\ EXISTING BUILDING HEIGHT 28 FT APPROXIMATELY CD \1 �, CONSTRUCTION CLASSIFICATION VB-CONBUSTIBLE CO N J \00 OCCUPANCY USE GROUP R co , 0 1 N z in 45.6 - - u1 1 r,. OUTDOOR W '`'t; SHOWER `\` \ THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL -;;f,.'.;r;j` i;•;` o - \` OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 6' . %•'- 'A611NIT o C) TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ` m ACCORDANCE WITH APPLICABLE CODES. /yam 11 1 4U _ H J c \ =O o 610„ N i '; ` : - •• - :-• � - - _ -' �- •- • � ` ,�� \1\�\ Consultants: 7 _\ SURVEYOR Nathan Taft Corwin 35' FRONT YAR ET BACK /\ o N 20 02' 51" E / ► _ '• .'T 1586 Main Rd m Ja esport, ;.: 11.24' WINDOW NY 11947 \ I WELL Te1. 631 .727.2 Z 090 / 0.A / a 44/ o 2 STORY SINGLE FAMILY v 9 35. o N\ 1 RESIDENCE / < o wo \ �O� ' SLOPING ROOFIt / ; ; = a. �\ ► Oh who / Q N. LLI 0 a Architect of Record: -z 49.3 I — EXISITNG NON CONFIRMING Y' rr`� '- ' a •- _, _ WOOD ENTRY DECK 5'2" fir, \ / d ° d: ISAAC — RAE FROM 35' FRONT YARD SET ° BACK TO BE REMOVED / ° ° Z I I 45'-(),, , :, ; \, ,`{ / _ °° 1157 Main \ 4a 5 a n Bayview Road sErsACK ; �, = a Southold, NY 11971 Z " �; ,,a\, �� a - _ Contact; Isaac Clay Coffey I , r ' \; Y \' NYS LIC#039767 co V I O 1 -\ - �, ^NZ �r Y - •. 'ae ^ ,-° O T. 347-276-6093 E. clay@isaac-rae.com CO L6 CS W 00 I EXIST;NG GARAGE BELOW \ \ �q" \j\ \>`\ `~ \~~ ° °' `- -a cv z \'A '� Project: LL / = 1700 INLET RD I W , 1700 Inlet WaySouthold, NY 11971 1 EXISTING o L moi' EXISTING STAIRS WOODEN DECK TO BE EMOVE a PROPOSED ENTRY DECK EXTENSION IS / LL1 3'6"AWAY FROM 35' FRONT YARD SET BACK '�� G�� `•, 49;a_ .`. �,::° e A; Project No.: Z / PROPOSED ENTRY ' GOA I R-O2 DECK DOES NOT INCREASE THE DEGREE OF 4Seal/Signature: 0 / NONCONFORMANCE WITH REGARD TO THE REGULATIONS q 4 ' ill _ PERTAINING TO NON CONFORMING BUILDING WITH °_ `< " / CONFORMING USES TOWN ZONING CODE 280-1122 d e ' e•.. 0 C91 EXISTING ENTRY DECK TO REMAIN 5'2"AWAY FROM FRONT C> Ca C o C C v p� YARD SET BACK AND PROPOSED ENTRY DECK TO BE 3'6" ° e ' N ry CV/ FROM FRONT YARD SET BACK.MORE CONFORMING THAN EXISTING OEXISTING DE SED ENTRY DECK IS ;ae °: � ��C3 AL,/(� U) cy�j/ C r C ° r# Z 10, - Q` UJ O \ \ M mQ• CQ ..0 L C C C C C d a, °a _ l °d , h Z \ Al C C ° � - 'a- +/�► O�c �:'� mac. a ° ' 97 ,DC7 \: /'•� a J \ t .fit t - • „ _•• °d d e r ° aA 4 24' ; • ' °'° e d oOl-S�` \ -d; 84. S a a /k Date: Scale: r � ° C � d• - ,,° ' d B,- AS NOTED C ° Drawing Title: SITE PLAN N ��/l� / °° N Drawing No.: a °°b '° a NOTE:SITE PLAN BASED ON SURVEY PROVIDED BY L.S. O d" NATHAN CORWAN DATED NOVEMBER 15,2006 d All a° T 1 MT OPOSED SITE PLAN , d d N ' _ 1'_011 ° Q ° ' e'ed ° Q ee A b, : Z•• NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 07/16/2021 SOUTHOLD DOB REVIEW 2 01/04/2022 SOUTHOLD BUILDING PERMITT RESUBMITTAL 3 02/17/2022 SOUTHOLD BUILDING PERMITT RESUBMITTAL 4 5 6 2 - \ 2 \\\� D2 \ D6 LL D3 \ \ \ \\\ \ \ \ \ \\ \ \ \ Cr w \ \ D 1a. \ w \ THIS APPLICATION IS APPROVED ONLY FOR WORK D6 t..;, \ / ro o� `\\ �p3 \• \\ \\ \ \\ \\ INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL of D3 \ /j i� / o / \ \ \ \ \\ \\ \\ \\\ \\ \,\ \ �\\\\ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR \ \ \ \ \ \\\ \ \\\ \ \ \\ TO BE CONSIDERED AS EITHER BEING APPROVED OR IN i \\ J \ \\ \ \ `\\ \` ACCORDANCE WITH APPLICABLE CODES. ,� o ` \ \ \ D5 D1 \. \\ \ \ \ Consultants: �\\\ \\\.\ \\ \ \\\` \ \\ \ \ \ \ \ !\ \\� D6 SURVEYOR \ \ �� \ \ D3 \\:'` \ \ \,\\ \ \ \\ Nathan Taft Corwin o D7 � `�\<< D1 \ \ \\\\ ` ` �\ \\� \\`\ \ �\ 1586 Main Rd, Jamesport, L4 \ \ \ \ J \ \\ �\ .. •`\ \ \\\�'`\ \ \ \� \ \ . •� '\\\.\ '\ ��\ NY 11947 \ Tel. 631.727.2090 ? D 1 \ \ _ s v , \ \ cn \ \ z o \\\ \ \\\\N \ \ \ Ir D6 \ \ \ \ \ \ \ \ \ ` D2 Ix D6 o \0 Ir \ \ \\ LLJ Architect of Record: o \ \ \ \ \ .. ISAAC RAE \\ 11575 Main Bayview Road Z \\\ \ \ \t \, ` \\\ ,\,\, \ \\ \\ \\\ \ \ .> Southold, NY 11971 \\ \ \ \ \ \ \ \ \ Coffey Z REMOVAL LEGEND \ \ \ Contact; Isaac Clay \ y D2 \\ \ \\ \ \\ ` ` '.\• \\\\\ \ \ \\ \ NYS LIC#039767 D6 w D1 EXISTING NON LOAD BEARING WALL,WALL FINISHES AND FRAMING TO BE REMOVED \ \\\\\ \ a \ \ \ V D2 EXISTING WINDOWS TO BE REPLACED T. 347-276-6093 E. clay@isaac-rae.com \ \ \ \ (f D3 EXISTING DOOR AND HARDWARE TO BE REMOVED w D4 EXISTING KITCHEN CASEWORK AND ALL EXISTING KITCHEN APPLIANCES TO BE DEMOLISHED \ \ V D5 EXISTING PLUMBING FIXTURES TO BE REMOVED.SUPPLY LINES Project: BACK TO SHUT OFF VALVE AT RISER TO REMAIN. 1700 INLET RD N D6 EXISTING SIDING TO BE REMOV D AND REPLACED D7 REMOVE EXISTING D CK AND DECK STRUCTURE LEVEL GRADE TO EXISTING STAIRS. 1700 Inlet Wa Southold, NY 11971 IL a L Project No.: LLII R-02 EXISTING WALL TO REMAIN \ Seal/Signature: s L _ _ J WALL/ITEM TO BE DEMOLISHED o NOT IN SCOPE D6 (n YCp�� o REMOVAL LEGEND n GROUND FLOOR DEMOLITION PLAN y�c- �',� .�► 1/4" - 1'-011 ,max. 09 j. 0�v ,t' a OF tN4 . U) z 0 w 0 J J Q Date: Scale: AS NOTED 75 Drawing Title: °- GROUND FLOOR DEMO PLAN N O L N N Drawing No.: N CD N N 71 NOTES —� DRAWING ISSUE A-201.00 NO. DATE ISSUED FOR 1 1. 07/16/2021 SOUTHOLD DOB REVIEW 2 01/04/2022 SOUTHOLD BUILDING PERMITT RESUBMITTAL 3 02/17/2022 SOUTHOLD BUILDING PERMITT RESUBMITTAL 4 5 6 A-201.00 1 C,06 �5 6 A O / FASTENED TO EXISTING STRUCTURE / DINI ROOM Q / \A ` '' A-201 OO — 302 6 2x6 CONTINUOUS WALL PLATE131 S F-�11$ B W 6 U_ Z ROCKWOOL MINERAL WOOD INTERIOR Q \ WINSULATION 1005.00 \ \ \ \ \ \\ \ ~ � I A-107.00 � \. ,\ \ \ '`, ` ,•• `� ` "!` w 1 LAYER 5/8"TYPE X GYPSUM z BOARD EACH SIDE C-03 \ j // \ �6` w I i 5 THIS APPLICATION IS APPROVED ONLY FOR WORK 10 / ` �6 \ -107.00 \ \ \ \ \\ \ \. \ \ -'gyp \ <0 Sp INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 3 3 / 6��\ \ \ \ \ \ \ \\ \• S+ '9 OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 46 F 1v1 \ \ \\\ \ \ Q 1 . ' \ \\ \ \ \ ROOM\ \, \\ \ \ A)' ti.`` TO BE CONSIDERED AS EITHER BEING APPROVED OR IN C-08 `\ �\ ACCORDANCE WITH APPLICABLE CODES. ILL]_III -105.0 \ C-03 / 1 \\,\ \;; n' \, \ \ N.1.S _ 6 C \\ KITCHEN Consultants: H IF I _ � \ / -1 07.0 _ ••\— _ . - — I\ `` , \ \ `\ \ `\ \' . \ \: `'�. ,;,;;' ``; ` `•`; `ti` SURVEYOR a 106.0z 3 �,,,, \ ";\ a NO. 2 DOUGLAS FIR 2X6 STUDS 2 �. \ \\ \\ \ \ Nathan Taft Corwin 0 16"O.C. MAX 185 SF \ " ! \ t \ \ \ '`` 1586 Main Rd Jamesport, �� C-o .,\ \ \ \ \\ \ \\ �. \ \ !! \ \ `., NY 11947 y,.` 3 SCHEDULED FINISH,TYP. Tel. 631.727.2090 I \ \ , ;r I N `\ p � 2x6 CONTINOUS WALL PLATE S� /\ �� Q ..,.\\ \ \\., — — — — — — �:.. :.: : . \ r tq \\ CONTINUOUS ACOUSTICAL SEALANT o �, I. AT EACH SIDE TO RECEIVE S.A.B.LLJ .z \ \ \ n EDROOM � \ \ \ \ 0UJI PLAN ELEVATION 1 \ \\\ \ O \ c Z A 200.0 \\ \ \ N \ HROOM 4 w \TYP. INTERIC)R WALL DETAILN,\ \ \ \ \\ \ \ Q 1 1/2 - 1 -0 \ \ \ \ - \ \ \ \\ Architect\'\ \ 1 0 \ \ \\ \: \ \` o ect of Record. 0 3 \ \`\ \\ ` �rr \ \\ \ \ \ i \ \ `\\ \\ \ ; .\... \ \ ` \\ ISAAC - RAE \\ \ \ \\ 11575 Main Bayview Road 0'-6' Z CONSTRUCTION NOTES \\ \ \` \ S th Id, NY 11971 N .\: .�\ # •.,0�\ >:tx\� 4:....<; .a MAST `\ \ F' KEY NOTE \ \ `\ \ \ '\ \\ \ \ \ \\\\BA \\\\ \ 2 Contact; Isaac Clay Coffey \ \ \ \\\\ NYS LIC#039767 C-01 PROPOSED INTERIOR WALLS A-2o1.0o\- \ . \\\ \ \\ \ \ \ \ w C-02 PROPOSED EXTERIOR WALLS \ \ \ \ \ \ c-os PROPOSED INTERIOR DOORS \`\ ` , \ :. \ \ \ \ \ \ \ T. 347-276-6093 E. clay@isaac-rae.com Z C-04 PROPOSED NEW WINDOWS 6 C-OS PROPOSED WOODEN SLATS C-05 \ `\ \\ \\\\\\\ \\ \;\\\\\. \ \ \\`\ J \ \\ : J C-06 PROPOSED NEW DECK C-03 w C-07 EXISTING DECK TO BE REBUILT \\ \ \\\ \ \ \\\ \\ \31-0" `` \ Pr C-08 PROPOSED DECK DOES NOT EXTENED INTO THE FRONT YARD FURTHER THAN EXISTING DECK - ` \N LS \ \ \ e@ \' \ ` \. LL \r \BE\ \\ \\ ;\ \ \ 1700 INLET RD o \ DR \ \ ° \ \ \ OOM 3 \ \ \ \ \ \ W PLAN LEGEND \BATHROOM s\ y \ \ \ \ 1700 Inlet Wa Southold, NY 11971 o a Project No.: W EXISTING CONSTRUCTION \ \ \ \\\ \`` ` \\,-0„ IR-02 \15 \ \ Z NEW CONSTRUCTION \ \ \\' ` \ \ \ \1\ \ \` \\` Seal/Signature: _ — - — EXTENTS OF WORK - x o NOT IN SCOPE r ky U) n CONSTRUCTION NOTES A-200.00 o 0-397 0 a n GROUND FLOOR PROPOSED PLAN Z ' 1/411 = 1'-011 CAIw 0 J J Q Date: Scale: AS NOTED 75 Drawing Title: 0- GROUND FLOOR PROPOSED PLAN 00 N 6 N N Drawing No.: N 0 N AN InTAU IR N 0004000, NOTES DRAWING ISSUE -I.- TECH LIGHTING NO. DATE ISSUED FOR �. 1 07!16/2021 SOUTHOLD DOB REVIEW 2 0110412022 SOUTHOLD BUILDING PERMITT RESUBMITTAL 3 rD si` .!€1{€e.I€t:?tFr,r, 1 .r#.aS , ° .s. "Inrr€rti ,e ta#e�,rroi rt3.i: =a ti>€t .3 4 :3 �t 'L:'El€l"3:r;? I 5 .;"%.t(r?1'•)r2r","�r#Pi t.3€,>t�^s`l.;«'rsrYi°':�. €"eryz@::' a>` ife='°:-:'T't r'CIC?�":a;3^r{br° ':"I�a�;l '2`?ri;?rCP'-F ,d%`7e' 5 xa l:�€hii:ty4�"I.F'afF"'�1'T'€1tr;�l�r°�ta:�t��r:c��'9i{�a€:•�°•$�<;tii ��€�,C`1�'.t i€�E=??Ire'?�r1r m.•ri ,,lir�r�tlt=�it4�lti'�� r�-;�:°<st or I>QkV 0;;:.sl Avi'.'t 4 C.E<I•°:.• 6 i4 r1lT r 1tItr ,t r°rlri inr° R)"90"m~4d 6n,1rir•r-F'!v''f;—h,ie,t ,.lk""wh*lint a r^1:rt (1—r<it € "trem€Fm�, FI•Im�nd pr IIIm€ggfr•-v(irk•-lt:?€.< 1 rRi `let r€ ; €-,rr« 'v c"~ llv' e=!r°:ri r,r; Ere lar r jsnc!rt A P#� # e• Fy. `,a,, xe"xe y as ,1ir1{ra?�Ir;4,� °i•�°�fin=°cf°.r,�rr,~°-4"l tnSt�ii,� �r�� ... ,: I�r�°:''�� i. : ;:�~st,,,t; rl;?rfr.�r..,.R.�m€d • Flanged or Ftangetest.Celling Apoearafkc6 20',40'and 6,V Ir€l,r!chAngeable optics(all Ir.ciu-ded) �, ,_....._. * Acceptq 2 optictsl comfnis; Warm Color D,raming 31031?ASOOK 3-step color binning O0 , AM IS m DO , LU --i'momm �r��.l��F��A�I0�°•�� \ ''I.Jal •� 0 cm Oi'In• ,.° TI 1 EKI 0-" W Crr7 PF'TR N� a� T§:."�FmoK,;€".�ak,Iii°.d24,A&°,0%ssx:rx�` as° .a�av:gt�dYr�.;B� R s�Yp r% i Z C'C}#eift <°i'`JP.i€}.'fuf Y' T•<.,mgs �� ! ,i / /� THIS APPLICATION IS APPROVED ONLY FOR WORK �tt€=.�mtlal.z*x„fiat<I. :v<#s4u°s°;zf �� q ; < I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL �` ;'' / Ic \ I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR U P0kvE��a.4 t7F.Y {{#�tf' rat t.Ps FsY..a• rq R€, a $€ ax.g•.t<..<t,,<'fml, i i\as:.r / I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN J i / / I ACCORDANCE WITH APPLICABLE CODES. a DATtC5 "•40'. 5.tat{tre(�_vi,,t / } C W < tI€c7�x tFT 0< {Z"F2= '.., � tsg: r ' / / / A r - -•D T F=-• Cr•tON5#RFE ^Ola :"`I r'1,a`s7 r-x o'Vt-m f"g EQnth.nrr�'ez{ rr€,a^ t<°."aes c ra*';#t�r°:,•i=e>`zl , /� �, •/ N I f __ 16SC1}IFlr'a €C,; {sa1e4< t'3sen#{m b«xs{tt.xh •.p in Int«# r°w {{exams lntazt"^wr• A \\ I 3 r:, a .fr �ft,• �{ � �4�R,g�:r>,t,€ C` q ` , Consultants: EI SURVEYOR CL FItd1S.r t "Aa <' s >3.4„a.€ir r,°r.» A Nathan Taft Corwin Trak StA."{.°AIA ax t"Antah".t , A ::'" ✓' \� .�' . W _ .r><<.: =< t=:lra ;.t to€�� < e n =: n : fa3<:, :%{� . < a cy • ;'t:: NY 11947 1586 Main Rd, Jamesport, 13<�=Y1est9 w"sl�,<„-„a4r,fet,..�€jb)mcaff t,:u,f 1#•:cx{x;,�ley QC"t9 v; Tel 3 ��L��I€=.Ma€�:°z1<€_�°� ”` , , . `,a . 6 1.727. 90 , , z «t,4f,n1§1"l1Y,x,•gII;{.'r 6t`""^"€�'3°Y<r3Yf: T4s ,• y '0 (n A '.,"t <:a ora;. 'ta'°#€Ax 8.a .b:t•. �� .3:;#«°.•:x '`�., O O r \ / 41 r� \ LU p° 4i \ W a : $ Architect of Record: o ISAAC - RAE \ \ 11575 Main Bayview Road o ' Southold, NY 11971 Contact; Isaac Clay Coffey NYS LIC#039767 REFLECTED CEILING PLAN LEGEND s' T. 347-276-6093 E. clay@isaac-rae.com Z 0 RECESSED DOWNLIGHT LIGHT SWITCH ' f� WALL SCONCE a O PENDANT LIGHTING € I O ( Project: 1 N.I.S I o _ OUTLET1ED30AMPGFI I 1700 INLET RD n f 1700 Inlet ySout o dWa h I , NY 11971 0 a � l • o l j REFLECTED CEILING PLAN NOTES iIt � I �/ / Project No.: � IR-02 a 1. ALL LIGHT FIXTURES TO BE LED z � Seal/Signature: W LU x `t ru LL � ti W 0 1 GROUND FLOOR RCP PLAN 11411 = 1'-0"Cr LLI 970 9rF()F7 % Z a Z U W 0 J J a Date: Scale: AS NOTED QDrawing Title: o GROUND FLOOR RCP PLAN Cl) 6 LO Drawing No.: N N O N AIN —77 77- ■ NOTES DRAWING ISSUE NO. DATE ISSUED FOR I 07/16/2021 SOUTHOLD DOB REVIEW 2 01/04/2022 SOUTHOLD BUILDING PERMITT RESUBMITTAL 3 4 5 6 r--------------------------------------------- I W I z a- 'SAVI NOTE' L.E.D. LIGHT C0 EXISTING OUTDOOR SHOWER TO BE REBUILT i PROPOSED SPA SET INTO RECESSED U) EQUIPMENT TILED NICHE � 11 IrMn LOCATION 0 z II � II , _ „- PLUMBING LINE TO SPA EQUIPMENT T-0 _ — — — — _ _ _ _ _ _ X I ---,�— - - - - - - - - - - - - - - - - W 0 11 ........._., • • _ =• .- , •• - .; •; ' _ . _, . ' _ • _;_ _ , _ , . �I r 11 LU cS PROPOSED 7 x 7 SPA POOL aI{ ; : . 'w' ',- - - ' • : - • " • ' •-, - - •• •- ', - "•- 11 U II � q - ' - - • .- - - ;, _ •, - _ , II Imo— II U. PROPOSED SPA DECK o SAVI NOTE L.E.D. — —— _ — Ii - - — — — — — — — — — — — — — — — — -i� — W_ J o . - : _, . _ SPA LIGHT SET — II Fr _ _ _ _ _ _ _ _ - — II INTO RECESSED TILED NICHE ,Ia. I z -, W • ,- _ _ - ".•" - _ ,_, , _ - , _ • _ _ — — — — — — — — — -- — — — THIS APPLICATION IS APPROVED ONLY FOR WORK CHANNEL DRAIN SET I i INDICATED ON THE APPLICATION SPECIFICATION SHEET AL I C A L INTO RECESSED TILED , +-(3'-10") -(3'-10")+ I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR NICHE-AQUASTAR i I I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN NYS a I I , x I r ; POOL CODE) I I I R EQUAL ACCORDANCE WITH APPLICABLE CODES = i s UJ HYDROTHERAPY I I II JETS Consultants: 1/8" PITCH 11 y 1 PER FT I 11 SURVEYOR QII = , _ Nathan Taft Corwin o PROPOSED SPA STEPS 1586 Main Rd, Jamesport, Cr �� : - - - - - - - - - - - - - - ' sPA 1j NY 11947 3 , - J STEP , 1j Tel. 631.727.2090 Z 11 -(2'-00")+ 1 j �� _ : J' • - I,•• . , •- -, � �• • - • '-• _ - :• „•- _, - - - - _ -, ,• , , , a._ _._.—. 'i ,— .E--....._-__ .....r.—,..---.___...,i 1.-._.- I 1 \ co Z ` 5 % L = _ _ _ _ _ _ _ _ _ \ " \ Cr \ ; w EXISTING DECK a `\ • • - - 1'-11 3/8" 1'-6" 7'-0" 1'-6" 1'-1-7(8" W LO ao \ „ O \ 1 z Cr Architect of Record: o ' • _ n SPA PLAN DETAIL ISAAC - RAE 1/2 - 1'-Of' 11575 Main Bayview Road o „ ' _ _ `.' ; ' - Southold, NY 11971 Z Contact; Isaac Clay Coffey NYS LIC#039767 3"THICK BLUESTONE DRY COPING ` W/SANDBLASTED FINISH T. 347-276-6093 E. clay@isaac-rae.com Z V 10:-0:, Lo J FINISH GRADE W \` 1" LAYER SETTING BED Project: W 6" LAYER OF TOP SOIL _ _ ° -PER CONTAINERin 1700 INLET RD CLEAN COMPACTED SAND BACKFILL © ® © © SPA FINISH TO MATCH POOL FINISH o ; REBAR LAYOUT PER CONTRACTOR r' Q 1700 Inlet WaySouthold, NY 11971 w © ® ;�� SETBACKS ANGLED @ a JANDY HYDROCOOL LED SPA APPROX. 1'TILT PER FT a. ° LIGHT SET INTO �,, °_ . AIR&WATER SUPPLY LINES Project No.: W y RECESSED TILED NICHE •° ® ® ® °" W/HYDRO THERAPY JETS IR-02 ta. W _ < " a CHANNEL DRAIN SET INTO TILED ° h NICHE-AQUASTAR OR EQUAL ° �,, PITCH :PITCH' Seal/Signature: W - r (TO NYS POOL CODE) a:- LLJ = 12"(MIN) LAYER OF COMPACTED TRAP ROCK N.... t�j r' ? �./7 � ._ ...`'�.% ,•' J' !' .t\,�•�'.. /,,i j.. ,1:_ i'' ... :` �;.� 1' :i � Cy \� PGGA � LAY o SPA REFERENCE PLAN ��SPA DETAIL CROSS SECTIONir - - Z "9� 039763 O� a SOF NE�� z V) W 0 J J Q Date: Scale: AS NOTED QDrawing Title: �„� SPA DETAILS M O LO e- CV Drawing No.: N O N ■ lop I - / P NOTES Properly l �stalled Ledgers.end HurricaneTies c i r Base�8lrar,M4KCplxcnx-vswav, � >�nvTn"' °�'"` � "� 'Ft•T.M3 ia�' � arFaster. , STRUCTURAL CONNECTIONS SCHEDULE CFTtailaggr-g' 139xtlucRn $73 Yi 1Lk'fr 'h cxvseerntamvxrinx^,ratt��09Ne�w�=Rt�Rnrrir+ m+�IsRmxsaru¢3treauxkv COIN-33it4A7*s' 1P I•rrR�•aAas ic:e�shw ct'47 •en`t�k-rgR. +hp,FtrY.:#teLlaa dna l73t�yg,w gvdi]D$r.'V!'9�. . : �' =•^ .a F'a'ttslt ts4.o. a�.t�:ftw .� .�C 'sio-ttus•:�^t�a6; 3re+e�;se FtJcse , ,:iae:vpr'>:zp,p:n�cr zn (en ir' iaer>' +�fl j�•:T:.:t ::� Nigh Strength and Easy \' „ _. :> •, q• , ";� •, Mark QTY. SIZE MANUFACTURER MODEL COMMENTS s7 x�iar LW-Skr�.tsm�at�:H qi�y(7�M ar tCA^a."iat'e 4 �,}' � s f�tixh;.G3.aMsvvA'aii.Ht�;t?,?£i:a-tct kt fa.u i P.0.4xa°oaating• tn.�ts �um:a Igaax,�.+�ItAx ta�.x Fd<'re i�+xah+-;tAssi . ptezkxm&Mkk3a it f�A,k' eta 0 tdsC{c"ckq taa € .: *a h'+csds eatsitakAa Fag rrcav s7a or ZVAK' tt,�a can kxx�sthstrkw r!a*0 0 09iro tna?w.�n^3 o:-tsxo+,w a �\\ `�� P e � Installation for Ledger :£Y,, , I G ISSUE @'te 'y7 7'�7 '• Caxr:+^. (m`.a�*+tata+ivt F_tKtxvi+641xxa .ru,9c fnass t>ce'rurra'a t _ � Fastening Applications ��:. ig� ; ;� `.��,��, •r. frintaarc s'•. s Mttli caaGut�rxarr>iga;3'aae�ae+ssfai�r t�.:fcryy.t�,x®a�tr"x:'� �\��:`.`�•.�c 't •�i• o w sTav s.r w*irwsy,rw. � vO:t)of 12, SiipwnS`"rgllehame,4axiedcr�5ia�-[hva� ��:: �-' e a �� U" tat �tF�7i 3° °l �xo - F'a C1 4 6 x 6 TBD TIMBER COLUMNS N0. DATE ISSUED FOR "' ! :;:r;•.• ._ rak sb 9a.�".iEiJ'kaad3 t„t rrk-4 3v#:.rofkate 9fiiGb.�H(t7.VA.�e«^t W.'R7C uG9�n9 N#fi faLt.KnFd'& stgtxd 8 ,. .. .Fix Mb0%Mhs+mxn0*mk'e+r�r,i'triMTf 0% \ � t�rcaw6,y t.AWildINdWV', a aWi 3 Codas: p.Tifa ci R�V� rRea't�eaE tu,Prov aneasy-tc-0"Vakhtgn-8ruigShstter1Whetn ,�. ., � 4�°,5;. '.^"�• :„�»�A ,;`- 1 07/16/2021 SOUTHOLDDOB REVIEW at ew aird F txma.71ts St t rrr Tie .axsalsf�tda x rxtw o+t ala�tae hat cx cue : 'Strom S M rarldSM%T =%,,sB1 7 2 (2 x12) TBD TIMBER BEAMS ..:;^a *i°°at h8nA4 d.s rtsl ptar}v 1t�Ra'GF,ar'teF=^w^i'1'x .�• .....,�...................... ......_......_........._-”m""___->-. M....-.. �.....,........>...__-.. ..»....»..............._......�:�_.w_......-,......._.._ `3;'.5�:� .•a � ,-.' 4Y�Y; -� r. .. sFLr[d�li��aaa�vFretta�.^Tdngiedpestflsffucltr++xvH Y 2 01/04/2022 SOUTHOLDBUILDINGPERMITTRESUBMITTAL ° I v° mntre � ttat ,M f`` /11x111b1R`1;r.�'1".i._ L1 3 2 2 x12 TBD TIMBER LEDGER BOARDS3 oti,7/2o22 SOUTHOLDBUILDINGPERMITTRESUBMITTAL ,,; ' ( )ars+ �nra'ny Ea.c"lar,wesawmva-9realcd wood arrsff k 6iu,. engl�k?a;'+Hi*oad apjAiC:$'ttar� .Code k:fed t�.r�v't�VES .da�r�;s�•`a�'"a? , ;.;,;: ,� Aa conoutw"'M FA « • s €�-{e wyfC;(g[�q{ pr �y3p}Tg. - f: : : ,. S1 V.I.F -- SIMPSON SDWH LEDGER BOARD TO BE SCREWED TO THE HOUSE FRAMING USING SIMPSON `1 4 C rds m !h a xw.1}tl F ^ Q;AdgL calks, atlhar CS sizes f•WI,.MWrckrt�rkms,Gx'�ait;4,vgn,C,eaxra.T�e .�� fxvvl:�sh-lywr-0 • '' • r' , ,,,�"�,�tyt _.•;•e,• •\,••_•>•:• �,°.- STRONG TIE CO. TIMBER SCREWS; SDWH screw SDWS2240ODB 5 Alt 5laias a6aeuaALtY"kap. C^t3i�rrt Fcna4x9 '� t 'Y`s d �c a,a • •s>•,- : est •v�u ' y `\,� Y\' 12UGttllc r1r'Wa ''''4, INC 6 Cades: #*-t a&.t r4da W&'xy:n KLv t z 6" ♦ y r�' a ?:aa , a*: 1 f'S' �:'Y ".. 8$ r •int c dlr"fY'artt, 'r'<s ced amul4d,and krkmol�9rtk -......._...._ _ ...r... _......... .. ___._.._.......^.............__.._.__._........._.___._ ^....,,.m._....___._.._. _..__..___.._.__.__. I F SDWH HOUSE FRAMING USING SIMPSON V. . -- SIMPSON S LEDGER BOARD TO BE SCREWED TO THE HOU attg , r �f.n STRONG TIE CO. TIMBER SCREWS SDWH screw SDWS22400DB s9rTkt4, H$Sr 4�':r ta�..i 1RtQt-GCPfkh A?�,mfa ea r&eir > • ' invv Sattaix 4nd tF:finvSin'€i- dtiiccn9 .;`•: 7 494 � a8inr� :? ;.., ttrf.a7z INC 7.�, *ta�tarls t 1tAls d Irrrrapeesn!44"t?#madcar aaltFea 9 ,, ri>r'�i f T4L hkt 1Vo#�'has tYva(a�NFQ(githcLa4etf in ;,- ! } ( • * SMS TIER Sccm w �`� k (� i • #•:>: Lt. CA ft**fill sides, ":`3 Tis. cLnea Y s C ♦ p '• N4at� «aow-gymwhetxiTxsvdranauprxbarra�uetarKieclnll�h, 'aa� +'�'�a�`.' , � rm � N9 i`"�' �f3tmt�esrra��€ +�C:k^ftf-nf-#fbtet�et�c*r+3dL�ascStmt*:A.rr�t�t9diat�aasEse r> R 448 H7Z 'x't H14S SDWH'nM8ER-HEXSa tw J 2°if�L CIS'{t pl �'� s L� �• Rn!ateea�ta�c�! ed�rwlas r ] .G9:°*rata" s , • '� Lerrgta+ 8' III O lW Cofustta r S • a r . tir raw) . lAi<k9' sa rr�.�W11v Stamp U r,! 4414 iia^ hwath7f R �n3asr:C.rtC4L � .._ s _ a,^ • ..: x4= .;;�r ? � premia . ' r . ,� • .o\ 4iaY c�h�, C>fwall-fNfh3�e't�;de,e' Utg LL z .', ;��g '0T31a.�tl:ia�4Wjt1f''��(1 P'ts:G dpiE CC .l!-UC/LUlU/HUIHUC �r�r/ �i'i�'i iliU a Standard Face-Mount Moist Hangers Column Caps z LlC t�rc �{nava ` wfa 2.us i .r%� 7 +a ux.a THIS APPLICATION IS APPROVED ONLY FOR WORK w R'•R[t2.7R areFt¢c lc�itbr arts rt e'A � a rn^P�Rn•#e-�nr.;*^,fn 5a�rn '� s� r t INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL ahmn iarasrY7#:sns atrJr as rr+*sixeAt drska. 1 _ _ _ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR (L' " �,COW EL^.GSS4 ELY,»a.a.EUGAfi,K,+^ LU—Vasa ewig4rwacai far t:liia`i7Fh-11+x.+:s>rrny. a ♦ + fCC4.fi.E•LFifa,ECC£f6,f'Lc>~:'rs.E�'X;a775—7 p5w$9; ?3A" m' �[ dt _ — _ _ _i— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— —\ — — — — — r— — — — — — — r ' "�*" " """�' • M -� ( " } : a "' -I I ? \ j 1i I I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN V WORtf4tisk:SttTz cTM"r9TM gay+r"+M.Sn+na,xMts I,�i'f�t's7 \ i 1 I ! LP TFe vximritttrx ,T bx f-k4mv A mia�ahHD--1sm,,W*fto0 rkPW4-01,*. (3) 2X12 P.T. RIM JOIST I I � , ACCORDANCE WITH APPLICABLE CODES. -•P etMnrk�tvsw-n.waN�ttssirn . cx'a,CrXX:-.rn w^ g, f i �,raf,�ag,:ih. GROUND FLOOR_ ia:t�xat W te-tafL tty.-aasctHt, ��°7xiaxa9d i 9 .p :tr ., c ? W fx Tn II mai xa a kia+iv,it k.alhrc rd 3 'Y n •uas .�sts a ;aa t�Rrdnk„ t I 0 = ondtrirn_tsIhAl winc� —s'recces.Tt,�as ti ♦£:�;It a C+eaaV rarnat4§e"EaOrY i^wtt:ai}:,a �< ff , r arckv�xaa �tkxarr Lf SIMPSON COLUMN BASE F- 5tnrnah,E'rK�aR xsii xatarp:tr;9rx->;. (irat,r ,t C'✓rrk��weid U^�'10 "UNA .CxFrl im ri x�acs,manAa.,f:rvstr,><cm.srca>1tt+aG „ �r i ! —I — I— o aa,a.7* tx"mro K-14 114 xa:,M„•,xit,E t rare xx .x< t wasnfrsae ;i.. "CBS066" STAINLESS -r STEEL i Consultants: Pb,iah:C�enlzud. .r-r°tkrctx aatil��x i 4- St7t,1�t°txxs rcry'�-ilssac•.ms.ecrt:<.. ,�trtrta+s'�a�atrlSv'wta-ysvwr:�wrtaas�.+atrr�rt `k +' 64 ! I SIMPSON LSSR SLOPEABLE/SKEWABLE .ikx8'�l,:Fxeis�wi fas!€tre*a;la C mxN.l t k»e3, t by iqx U,c�.sU m w,$] W Uwb& .r fttk- a Q •lsly*tUc•-c'anneinstxA�tlntrgxaav9€case — _ - •, IHbK RFt92 I GARAGE FLOOR ® SURVEYOR R&V � 3 �, wl, na� 9 ,sa� � �® O HANGER STAINLESS STEEL d tr�vknirrsvxHca. m7t'cteArm tFir4et+ ttxa 4V,4,vx'rsa,l �: '' ,v• O a -8-O Ehwtnn.S.:+,ra HU • •c 'Tco")-cA*_w,a*�om � r .i {t , .}•t t a,�.y, 5 1/4" 5 1/2". <5 1/4° ° Nathan Taft Corwin Cr ..kd up io N12&:NI'A*. kaxis, snadro`;+rty rx•t fiefs? �Na'd-�+';€ifrt3 tcnipa to �'rn-se.tx'�S.�F»''0 �" � %txiaT.z�tua.^�j - � O O 7 7 •{xha�fskxxtanaxxt:6rmrt ate. amraaaxmear. ^'t i Aaairydkxrar. 1586 Main Rd Jamesport w TEAK RISERS AND TREADS J Sae PA,243-us, a! .CCS-Nti,a»r•GLk�rnsY bF `eNRv^!ftr•Daei,-Di-taack L I o .falrfalGl4'yYS£aHtiaxlk71de30. __— Uiccc,raaasesE+�nCW,v Yc>;Lfeheb" ,�n� r,��- _ ,Y• i I NY 11947 = tr�9V9 Akxs:irn`�LIN are lfelas5�t c'S lYer a=�: a sro t�ts3 Hina Q 'r trst itaatae :va<ir#`kri�x 3 td intI[l ts[,Rie°i,M iO4-114m CWw� V F,a,� , K�. 18"THK f1� SONOTUBE I 1 — — SIMPSON COLUMN CAP CC66 STAINLESS Z t� ,nw.,ay-few tvtas`Fr L.keIki �� M to � Tel. 631 .727.2090 _ i FOOTINGS 4 DEEP B i A FILL WITH CRUSHED 1Fea �ataie BLUESTCOMPAOT E GRAVEL (3) 2X12 P.T. STAIR STRINGER RJIDwfEfa Lae.'k[C Fal inH rHft�- a ' ;; "Fi <t.. § e d ! .seac]EdaMSK,tea-tUTcrLlads, asr�u�h.+es .�.,.,. (p,S � � `� 9N{ •iD d N ppm: ftrma'.na>le3W- �� •0 • .i:.\��:.• ;a V - s 'd t z isw \ \\�\ •a iii z \`O N ..a r s U aww ft WCIS"Oad,irc,tkAVl ge t :•:.::,.. . "\::. ,. ..::i va% am MIC `' 8 <4 #3 REBAR TO RETURN cYmsewazsNxnk�re> tarMecrc�hs ;\rat I \, 3' MIN INTO SONO O ;;\ \'' coo Ecco ¢ntaw gy w .Tta*U w$,w"ha a 1"x et8n'3BRw°, :< a [",. d f (� m e:.aznt>Eawtn I",r„ea, eke§tri of M988 �\'f}�car uiC2 steasnavcrx � arr++�m � � TUBE I I taf � ink a 6X6 P.T. TIMBER COLUMN . Baa t m vpfianal C��h 3 p- .�at+aat��stataYhs^gara,ala E£"SJ,�„c!' �.� •� a�' gnt°wi EGC wsA $arapt Rotated 40° � _ - de I W anti L55ft a+t pP.x17-9t2. is\•. - a - , a *\. d o-p-" _a 10"X 24" SPREAD 1 ( -105.0 - iam 7atkv1s7aA4 oaCma :^ d >�— FOOTING WITH O am aa�acaateri b`0 GaT aeras asru Dai - - •d a - i 6X6 WWM CENTERED. I w .f�taaaN ,a7ertnax.vat.atu, �: . n ...... da: _ d- a (3)11 1/2 LVL -LI.FLIA^:r Rmt rm rte: '. a� "- e�. e ` o 1.1 Tfri"M fy «atvaat�ae FRAMING SECTION - Callout 2 FRAMING SECTION - Callout 1 t 5 4 1'-0" 1" = 1'-0" __ Architect of Record: Z �J� C2 \ o ISAAC RAE �,�'� c3 � _'-- 11575 Main Bayview Road T..10 Southold, NY 11971 Z T Contact; Isaac Clay Coffey NYS LIC#039767 ; T. 347-276-6093 E. clay@isaac-rae.com a- H-O I rl N (n c i ! I I i / I ! 4f ; / I , I I O T I : e N E ! lJ I : \\ ( PARAPET WOOD WALL V-0 3/4" V-1 1/4" V-1 1/4" V-2 1/2" --LU Project: iL I Ll LI Ll I ' -71 ! i 1700 INLET RD li LL A 105.0 2 1700 Inlet WaySouthold, NY 11971 W I ! I GROUND FLOOR i i 'GROUND FLOOR a — I ( n77 o77 2x12 _ -.. TYP. w I HANDRAIL; SEE SCHEDULE _ _ Project o.. P ct N FOR DETIALS J — R-02 > — — z Seal/Signature: W WOOD PARAPET WALL#2 r - ° I i I 4 ! I 1 O MATCH HOUSE ' 05.Q f CEDAR T ! I SIDING v N ! WOOD FRAMED STAIRS I o ! ! , \ ! / \ EXISTING STAIR TO REMAIN LL I i t I L_U /i \ ! I, i i j 1 O \; \ i M - i ✓ I \ N f I � \ ', i ° I \' '•@fie`= _• 2 J2 62 O \ TYP TYP � \ C3 Z — f.7 --- fn ! ! 50 — I -11111 STAIR STRINGERS Q I =GARAGE FLOOR —GARAGE FLOOR Date: Scale: -- c — _ 6X6 ;- • AS NOTED 18"THK 0 SONOTUBE FOOTINGS 4' — .; Drawing Title: <� a DEEP BACK FILL WITH CRUSHED — — — — — _ — — — — — — STRUCTURAL FRAMING PLAN BLUESTONE GRAVEL COMPACT.DO I— N %a' —_5'2 1/2 _� �_ ,: d �� .. _ -_ � -� =1 I I—=I I = I I1 I 1 I I — — = — III II I �., —_ _ _ c2 N _ — I I — I a p a I I I I I I I I II I I I I II Drawing No.: N = _ a _ - �� n = #3 REBAR TO RETURN 3' MIN INTO = I- 18"THK 0 SONOTUB C3 N _ ,o, ; „ `' _ SONO TUBE FOOTINGS 4' DEEP I- - I — I —II — I - -I I II I II I II I II I I I I II I II I II I I I I I I I I I I I I I I I II I I I I I T = 'd a". , _' 11 p a a 10"X 24"SPREAD FOOTING WITH N — __L4 <: :; a a 6X6 WWM CENTERED. FRAMING SEG-1 I = a DECK ELEVATION n DECK STRUCTURAL FRAMING PLAN ■ 3 1/211 = 1'-011 2 1/211 = 1'-0" U 3/4" = 1'-0" NOTES CONSTRUCTION NOTES: KEY NOTE C-01 PROPOSED VERTICLE SIDING LIVING C-02 PROPOSED WINDOW SEE WINDOW SCHEDULE DRAWING ISSUE C-03 PROPOSED EXTERIOR DOOR SEE DOOR SCHEDULE. ROOM/SECOND C-04 PROPOSED WOOD SLATS INO. DATE ISSUED FOR - FLOOR CEILING� 1 07/16/2021 SOUTHOLD DOB REVIEW 19'-9" 2 01/04/2022 SOUTHOLD BUILDING PERMITr RESUBMITTAL . 3 . EL EVAT ION LE GEND: : 4 . [� NEW PROPOSED O OSED VERTICAL SIDING CO-2 = CO-2 CO-2 5 .; z I . . /� SCOPE OF WORK:REPLACING ALL EXTERIOR WINDOWS 6 CO-1 \ma \u C0'1 WITH NEW MARVIN WIDNOWS,REPLACING EXISTING SIDING i \ s WITH NEW VERTICLE SIDING. i ! ', i \ . I. ___E] �::�CO-2 � . : . , �► � i . . D I <:`\\.: \x \\.\ . \, \.> ` > \< . 1119 \.. . \\ \ax \. \ \ \ \: �' \\ \ > . \ C \ \\ �. \\, > \ \ :� \ �\ \ \ _. .`. . \ \\. to � �>..... \ a,\ c.�\ \` \ _ \ \ \. \ \.` \. \\�. \. \ \ \\ `°CO\ CO 3 \ �. \, _: i 2 \ p i \ CO \, \,x _.\\ \. ?.' . 1 t ...I................ �. 1 : : . a \. \ h\ �� \\ \. s \ \ \. \. 1 J \ \: �\ \ \ \>�oa a. \ \: \ W \:o\ \, 11 \a `aaa, .i��' \`. \° E \\ \. \\ \\ [�� \` \\ \ \ \` \ \ �:I \ \ r. \ \a a \ a a \ o a<>\ \ \. a\ \\ a. CS . i' �► \. Q I o. \.. N C . 1 �. \ D O � LL - :1v ' i ; O a.� . z . ix .. . . \\\£' . v \, . . \\ \ . \ .\ aNR \ >3I i 5 4 WOOD DECK 11 :` ;' LU E\M: GROUNLANDING a \ , \ — — — — .�` - - - - — - 11 _ \ W �`.'°� _ �a O THIS APPLICATION IS APPROVED ONLY FOR WORK a \>- I I — : \,� \ y, . , ;;\; \\\\\p INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL — :,., 0 �, _,�\ ff`M"MA .. ,"' \\ ;: \� OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR v \\ ..; I I I III O\ s a ,;`x;.-£ TO BE CONSIDERED AS EITHER BEING APPROVED OR IN \\ \ -J -- _ " '\ _:;.. ":. ='\�> `> ACCORDANCE WITH APPLICABLE CODES. I!Lx *\ s , ,\,, ,,,_ I I — I I III—III—I I I — i \�� \ :. \ .,,:,a ...,MPO . — -- — — _ III . V, , \ ; \\ I - - - I ~ -- e\\\\\u\\\\\\\\O\\\off\ <V� .. \\�\' :. \.: :jc ' £o o:\ >\ . .,.. . . \, Consultants: \\ �, , < III ,> II \ \\ \ .. -- „ I I I I I I I - - GARAGE FLOOR SURVEYOR a w — — — — — — — — — -8'-0" Nathan Taft Corwin ir I=I _ I I I I -- — W -- I _ _ _ I _ I I _ I I _ I _I I I I 1586 Main Rd, Jamesport, o - NY 11947 Tel. 631.727.2090 Z n EXTERIOR ELEVATION 1 U 1/4" = 1'-0" z 0 U Ir O W 0 0 O m a w It O P H O z W W C7 D Architect of Record: 0 r Z ISAAC — RAE 0 H Q I. Southold, NY 11971 Road N LIVING Contact; Isaac Clay Coffey Z ROOM/SECOND Y Y W \\ \> \\ 4 - FLOOR CEILING NYS LIC#039767 \:\ \ .., a\... \ \: . ._ \\.. Ixx \ > \ \ a\' ` ��\a \\ \\\. \\.. - clay@isaac-rae.com o \ \ m `4`: ,\ T. 347-276 6093 E. cla isaac rae.com \ \ \ \:.. \ \ Y@ e\ , , \ \ ..\` \. \ \. \ \ �\\I \ \ \ \.\> \ \ Q a\. \ \...... z a`.\.. \\\`a \.\.. \ \. \ t O \ \ \ \. \, .\ \ <�• \ �. \., t: .. \\ \ .. \ \ \. \ \\ \ `\ \ \ \. I. v `\. \ \\ \ \` \" , .: \. \ \\ \ \ max. � .\\�� \� \. \\a \\ oo= \\: \ F \. \.. < t , p. CO-2 CO-1 \ \\.... \\ p:' r ..\ :: \....: \ \<\ :>\\\ \ 5 \ . . \ \ \ \ Q \ \. \ \ \... \> as. \\v. \._ :\ \. u� \\. . \.�\ \\. .> Project: : `: \ \cr > \ \. . .: \... \\ \,. \ 1 \;. \> \a . \m`x• \. \. \.. : \\. \ . c5 \_ .\, \ \x * 11f:: \ • I, \. \> \. \' \ \ \ \ \ H I aa.\. .\" \\\ \. \ \ \a \ a �?\ cam. �� \\ \\.. \.. \\ \ \ \ \\ .\ O 17 \,. \= OO INLET D O \\\\\\ % \\ \. >i. Y it: �.x \. \\. \ \.. \. \\ 1 < \x. 31 �' . . '.� 700 Inlet Wa Southold NY 11971 \\\`x Y \`\.. '. UJ \\ \ \ \. \ \. m\. mim Q < "\\ \\ \ \ \\\ \. \ " \ \ \: \ \ \ \ , .. \, \\ \. \ , \ . \ \ \ \ \. It — \ �\\.... \=a \. \ ..\.a �. \\. \., :.r`\>\ \.. \.. \ \. � \. �\. \ \ \\ \ _ ,..\\\. \\ \ \. x\ \\. \\ ,.a\.\. "e.\. \_� \�. "1.0 \_ \ x x, 4 \\ \\. � `:"" \. x`: 1:10100 UJI a. fix.= __ ` \ _ :£ \\ \\ Project X: \ \.. \. \ .;: \ .x rr- .;_ UJI \ \ \\\ r \ \. a\ . \ \\\..\ u.\ \ . ii FIRST FLOOR \.\ \ \. .\ a .\, \� .\\.�. \.\\\\a \a� IR-02\.. \. \..�, \ \ \ \.\ .a \. \ \. \. \ \. \, \\ \ \ \ \. \\ \. \=e \. .\ \\ \\x \ \. x = \\ \ ;a \ \� \\ \ c.� a CEILING \. �. \` \ \ - - - \ \. \ \ \ \\ \\ \ \ a`• \\ \\\ \ > \ \ \I\'11, \x \ \. ;. z \. \.. ._�_ Seal/Signature: \�.. � \ \. \\\ _ ..., a...\ <...,, as ..>: . .:.�• \\a��.. <.�\ \\. \ 91 \, \�\a. \ w \. \` \ a \ t. �r m \ \.. \ a\. \ \ o .c \ c o \ \.. \ \� \ \ ..a \ \ \. \COw \\ \. ,a \> \.� \ \ \:sa . .\. \, _ �> \ \\ - ,. \. \ \.. \ co- \• \\\�� \ \ \\ \ >,a\. i \> ,\ .\ \ \.�. \\ \ \ \a \\ \ 3 x < a: a \ \\\I 1- _ \. .. .... �`\. .. \ >\a \ .\ i 1 \ \. c. \. \. \ ` \\.\ ..\\� 't \.. _ .a\ \\ \ _\ �\a.\. \ v 1 a \. \ \ .\ \\ o \ \. a\\\a. a `.. 3. \ \\ \ �_ \.. ox: x \ ..\. LL \ \ \.. \ \: 1 >. \\•: \ \ \... \ :\ \ \... \. \ \•.< \ \ a. \ a\ \. \\> \ \. \ \ ..\ \ \ \ v: \\ \ \ \.... \\ \ \ \ \ \ \ \. \ \ \ .\ \ \\ >, eti \> \.. \. \ \ \ �G 1 \\\\ \\ \ \.. \. \ \. \ \ .`` \ \. \\. \`< \\x \ to <0\. \ GJ A �. \ \. \ \. . \ \\ \ \, a\. Gt < \ \. \ \ �.✓ z A.\ o '. \ \ \. \ <\ i \ \ \. \ \ I :\ \.• \. \ \ \ • \ h \ \ .\_ \\ \ \_ .\ \... \ " \ \ \ \\ ` D \ \ \ \\. > `:�\.\a>.• ;e.= c .: �. ��\ \ x. '` .... .<�F. .�` too \ \ \ O `\ \. \. \ \ \s\\a \ >£ \.` \a. ;a \. \\.. \ \ �' to \:�� \\ \ \�>. c\\ \fix �\ \\. 0 \ \ \. \. �k \.. ». \ \ M \\\\.. \. \ \ \, y� `\ \\ \\a \ \\ ^Kw?:.. a cam`*' _``c\ ��a. \. .\. \ \.: \.. \.. V) \. \ =\o-• o\ \.: \ \. \ .\ o \ \\ \. \\. \ \\ \ y;;. \. \ \ \`, \ \ \ \` \ \ \ \\ " \ \ \ \ \ \ \\\ \. m \. \ \ ..: `�. a,. \ I 00 DECK w \ .\ \ \\. \. .\.. \\ .o. \. \ \. \ \ \ \ \ \\. \_` \ . \ .`.:\ \\\ \ : ,. LANDING\\. \\ \\\ \ \.> a.\\. G \ . "W \ �. max.:.. \\•. \. o \ \ _ \ \ \\ O \. s`\.. . \ \\. \.a .I \\: t` `\\\\ a \ . V'. a \.. .. \ \ \\ \ \\ \ \ _ 0 . _. _ \ \ \ \ — — - \\ \\:\.x \... £:\\ \\ €I£ o -- = = — 1 = 1 1 1 = — I — — = 11 1=1 1 11 — I — - - ——-- =1 = - Q F�=IILI FEI 'Ll I I—II 1 1 1 I I I 11 I II I 1I II 1-111-I 11- II I II II I I I I I1 I 1-1 1 11 II I 11 I1 I 11 I1 1 1 I I I 1-1 I II I1 11 I I I 1 1 1 I I II I II I 11 1 1I I I1 I 1-1 1 1 —1 I 11 I II 1 1 I 1 1 1— 1 Date: Scale: AS NOTED Q Drawing Title: LO " - 11 EXTERIOR ELEVATIONS EXTERIOR ELEVATION 2 LO 2 1/4 = 1 -0 N Drawing No.: 0 N Nt r IT— - NOTES CONSTRUCTION NOTES: KEY NOTE C-01 PROPOSED VERTICLE SIDING C-02 PROPOSED WINDOW SEE WINDOW SCHEDULE DRAWING ISSUE C-03 PROPOSED EXTERIOR DOOR SEE DOOR SCHEDULE, C-04 PROPOSED WOOD SLATS NO. DATE ISSUED FOR 1 07/16/2021 SOUTHOLD DOB REVIEW 2 01/04/2022 SOUTHOLD BUILDING PERMITT RESUBMITTAL LIVING I ELEVATION LEGEND: 3 ROOM/SECOND LELMNEW PROPOSED VERTICAL SIDING 4 FLOOR CEILING � 5 191-911 SCOPE OF WORK:REPLACING ALL EXTERIOR WINDOWS 6 WITH NEW MARVIN WIDNOWS,REPLACING EXISTING SIDING ;11� i WITH NEW VERTICLE SIDING. Y•a : a\ \ a. : \ \._ CO 1 \ \ \\ i \ \ \. \ \ \. „ a \, \.,. . \ \a \, .. \ a=`, \ \ \ \ \ \\ \. \ \ SHE \ > \ v \ \ o" \ \ \ \\ \< c,\ \ \, a `\ v\ \ \, \ \, \ \. , _\ \x\ \Zi:i �_ \ .\\. \ `\,.:; \, \_ \ \, \ \t. _ \. \ \ \ \\ \. \, \ \. \` \ \. \. e 1' \. \ \ \••. \ \_ Baa. \ \ \, \ \ \ �\ \ \. \ =2.\ `\.. \ \\ \, \ \ \,. \ „\a \\ \ :, \. \ \ \. \.\,\ \ \� \ k \\,\ \. \. \ \ \ \ \ \ �\� \,.\\ >i\. \.,.. ,�,. ,\ , \ \\, .,,: <, ;, \#::: .\\ �\ :•moi• \ \ �- „ „ \. \ \\ a \ \ \ \ \\ \<: �\ \ \ \\ \. Off` \. :\.`.:. \ .. \\ .\ \ ..a. \. \ \ \.. �. El_ i (7-ID I I I ": a, \ \ \� \\\x _....:.,. \`\Y .:_... _..a \\Y .2 mmµ.\\.. ....e TMs^`--»».»— »<t>r tt�~v .�, Y \ M. \. \\ :, ;; „ \ \\ \ \\ \ \ „ \, \. \7.,_,� , e \ \, \ \ \ \ \ \ „ \ ,, i Y ::z \ \ \o= \ \\\ -11 \ \\: , 11 Iz-. i : i : \ , a% =:,: :`a,<.. \_ ._: :� tea`: \\.. , . 1-1�7 , I I I \, \ \ \. . a 11 El \. \ \ \ \, \ \\,. i -1 \ \, \` \1"" a._ I 1\11, \> \„ \ \ \ \ \ s: \ \ :` . I \: ,\ r \: \. �I�I �� 11 \ \, i\\. : \: u:: \ \. I \' , ,, \., ., t : a \, i i \ \ \ \ \ ,I,, � . . \. \ \ \\\ ,�,%\ \ 3 \: \\„ \ � r : , ", \, \\M` \ co z \ \ :. \ \„ \\ \. \ \\ \\\ l \\ \'N a , Il. _ \,, \\ 11 11 \ ua \\ \ i` \\ \>\ \ \\\` \t. \\. a\ \\` \ \, \\. \ \ '\ \. \, \, \\ \ \. \a \,,,< \, :. \ \.a. \_ :: \ \\ \ \ \ , \\, \ \\,,,., -", i>�\\i= \. .�� 3\ a\: \ \, \ \\::, :: \,\ ;: \, \„v,\, \, \ \, :\ \\. \\ \\ " 11 J \. r; K �, \,_ \ \. • \\ , .�11 m \ \�,,, �' ;, \\ FIRST FLOOR \I \ \� \ : :` \ \, mm <, J ,,,<,.. \ . \ . \ J \.�\ : .\ _ _ CEILING LU \` . 1 II \. . :\ :,, \ � .:; : , \, \ t= \\ �\ \.. \ i \\ \, l V \ \'• ,\ e i\.t. \\° \ \,„.moi' \\\ \ \ > _ i \\> \: \. \. \ \\ \ \ \ mm , \ ^o\ \` .\ .\\ �C o\ \ o k \. . \i \ \>: \ \. �.vwr,r. .\ \ .\ 'e �\ \\ \, \ \\, \ \,. \\ \ „ i� \.> �< ,\._ \` \\ \, �,. \ \ o \ \ V \` \ \\ \. \, \: \ \ \. \\\ \, \: \, \ a \ \ \\ \\.. , \ \ \ a\ :\ �\ \. \ \\, \ \ aa. \ o \ \ \ \\ \. \,,, :\ \`: \. \ ,,_ \ \\ „ :, o \,\ \:< \\\ \, \ \ \ \. \ \•`: _,,, ..._, ,., \ ,x, :ate\ \ `.\` \\. \,\ \ \tea... \a, .\ \:. \ \ F:,\\ .\, .. \Y \, \ \ \._ \a` \\. o a, \, \\ \. \, \a \ \..:. \\,a\ „, „ \, \ \ I \... \ \. \\ ,\ \ \ , , „ \ .,, \ \„\\v\\„ a\ \ \ \ \ \ „ \ \\ \ . \ \ \> \ \ \, \. \ `\ . \ \ :: \ \. r \, \ \, :\`.a \.\ \. \`.` \ \ \ co 2 \\. \. \.a\ Y ,a\t 3:, \\ \ \\, \ � \ \ a.a \\ .\. o� :\ \ \ N \ \.. \, \ \.. x;, \\ \ \ \. \ \. \.. ..\.. a\ \ a: .a \ \ \_ \ \ \. v.: \, \ \ \� \, \\ \ \. �w' \ .\ \ \, \ \ \, \ \`:,, a \,\ I \ \\. \ \ \ „ , ,\ , \\\ \,,, \ \` \ \\ \ > ;i \ \ \ \. PW \ .\, \ \\. \ \ \\ \ i \., \ '<< \., \:< \. \.\\ \. \a\ \ \. =k ,\.. ��d .a. �.. \.\. .\ \ \•c\. \. \\ \ ,�.::i,\ I'llI'll \.\.,. \ „\ ,� .\, �� \_ .�,, ..\\ tic\ \ e.=, .,s.a. .\`.cam:=..�, .,, ,E.>:\ a ,. „, .. \. >o\. \ .\�_ \ \ \ \ a \ \ \ \, \ \`\ WE—A � � \\ „ \ \ \ 3: ..\ ..,a\. \ \. a % :tA \. \ \ aIII% \ \ \ \ c \\.. \ \ \ \ \ \. �` \� \ \\ \\ \ c 3 ` IR \ .V. \ \ \ o ,., \ \ \` \ „>, \ \: \\ \a \ THIS APPLICATION IS APP ONLY R WORK W o .. .. \ \. " \ a,u \ ROVED O FOR\ u \ \ ��a „,\a\i \. o .\, ...\. ,.V. \_`' \ ,ate ,; \ \.. \ . .. .. .. \,.,a ,\. \ \. .. ,. \ .. \ ... . \ �,i�. �c°° :.. \\\,- is � .::\ ,. \ �\ • \ \\ \ ., \ „\ ., . \ �, ,.,. ., \ Baa,.. :,x \ \\ \ a \.. a O\ INDICATED.\\. \a ,, \ \ C TED ON THE APPLESPECIFICATION HEE L \ \ >a.. .\\\ , „,\.\ \ \\ \. _ \ \\\ \ CATION SHEET. ALL \\\\\\\ „\ \\ \\\\< \, \ \, ,m \.\\,,, \ r \\ \ \ v\ \ \\ \ \ \\ :\ \, \ \. a,.\\ \\. \. .\` a \ .. \ \ \ \ ; i\ \\ �y \ k. B B a \\\. \.\ \\ / `� / / \ \ \ \\,: \, :\ '�' OTHER MATTERS \ �\ � TT RS SHOWN ARE TO BE RELIED UPON OR \ \ \�.. �� NOT ` a \ ,.,... ml': \\„ \\,. \ LN TO BE CONSIDERED AS EITHER BEING APPROVED OR IN \`, \\., \ \., \ \' tea,,, \\ \ . _ GROUND FLOOR ACCORDANCE CO CE WITH APPLICABLE DES. J � I I 1 1 C LE CO a -- . 0 X — w -- . -- I II I— \ s, \ „ 1,77 11 \\,\ II — I a . a \, \ > , \ �„. \ . \:\\ ~ - -- i € i ..;a J::11X•.<, ' «,. ,. D .\`\`,,\:,`.:,\.\.:. <«:mom: 11 3: -1 d — — — — — I — — 3 — =I — I — =I — I I Consultants: .,t _ _ _ __ _ I _ _ _ _ _ _ ( = I I— --- — - — ---------_ _ SURVEYOR - I I — — — Nathan Taft Corwin I _ _ _ _ _ _ _ _ \ — - - - —I =I ( = I 1586 Main Rd James ort W ---- I = I I I I - I _ _ _ _ _ - _ _ _ -- I = NY 11947 p J 0 - — 3 I _ _ _ _ = I I I =I — _ = I I I = I II I — GARAGE FLOOR Tel. 631.727.2090 Z — — 1 I 1 I 1 I I I 1 I _ — — -8'-011 I I I I 1 I 1 I 1 I I I - : 0 ZD Cr I— N Z o EXTERIOR ELEVATION 3 0 1 W 1/411 = /I 1-011 0 0 It a. W = O F I— O Z W W Q , Architect of Record: 0 9 ISAAC — RAE 2 111575 Main Bayview Road o Southold, NY 11971 0 Z U) Contact; Isaac Clay Coffey z LIVING NYS LIC#039767 1_ W ROOM/SECOND 0 U Q FLOOR CEILING � Z �:, �a\` i�•\ �:�:,,: �., : . ::\ ` , <.,\: �® T. - - E. c ay Isaac-rae.com 19'-911 °&k:�,: a'.,"' \\`fit..l j' it .y\c•00' \�\��\O :\c :cel\' t\\V p' \\ ^e°`iiT \\\_ „\�\a1,, :\�i �It , 11 11, 'Al W \I \ :: \ \\ \a .` !( \,N11111 \ \,3, \\, \\. Pr \ ` �, \\� .a Project: a ,\ J \. �\ \ \ X: \. ,\ = � \„ \ \ \` \ \.' \ \ a \. \\ \ d z=' \=,8 \ \, ,\,. \ \\� \ \, o \: \ \ \ :�. \ \ \. _ Q \\\ „\ \ \\ \ \\ \ \Y< . \ \ \ „ :: \. \. \. \. \• \ , , ____[��] \ •\\ _�� '�\C\\ate. \. ,.� \ \_ \, °,a? \11 \ \. \ \ \ _ 3: .\q\ 'I .\ \`. \. �; % 17 y OOINLE D \. . T R LL \\ a\ a\, \. i \ ::,, >, , \\ \� \, \ \\\\ O \\ e.c` \ " \. \. c \. \., \ .:\ \. ,a, ` '' \. \ a \ �\.` \ ,\. \ . \` \\` :\` a`: \\ \: \ \_ \,. „ \: \ \\ \ \ \\\ :e, \. \, \\ \ ,1,, .t \ \. \\` k \ \. \. \, a \,, .aa \ \_ \_.\. \ 1 \ _� ;.Y.. 7001n1 W 1 71 a �,. •\ et a Southold NY 1 9 \ \Y` t` �, > \„ a..>` .u, W �.. \ \ \. \\ d10�.Y \„ \. \, \, :,. \ \ .:r.. ',j \.. \ a \ - \ \\,,, I'll O \ \ \ \ \ .\ \ \_ \` c \\a i\ \\.,� ,\\\.tea. .\.oma\. a\ \ \ix\, \ a '3��x e ,\:, _ \,a >\,\\ \\ ,�\ \ \ \ w \. .\ o.. :.:_ \ ,\ :o aaa,.., Project N is a . H wi . I R-02 m z FIRST FLOOR Seal/Signature: \. \,: \\ \.F, as., \.\. \\ \. \\\\ \. \..I , :.\ \ a \a. _ \\ ,\ \\\ \. \\, \, \ \ CEILM_� \. \\ ,\ . . ...,x, ..:., \\\ W \ \\\\ \, \.\.\\, _ c\ \\ \>`\� '\np\ �\ \`.\ \aa�, \ Va\\=°\` \ \ \c\ \\ \ \.. ` r: a• \: \\. \. . �\. �' as \ �\ a` co-4 \\ \ i . . \_ \ I: \\, \\ . \,\`: "k O \ \\ \ \ \ \ . �'" ('� D ��. A ti` L \\ \. \. I. \ r \\ \\, �Y \\\ \, 3, ~ ", ,i• �.. \ \\ \: \, \\ \ < \ \ \\ \ c j \, \. Y _ G I z 11h �, �. \ , ` .., t.:a.mac\„ ,. ,. ,\o:..\ _ < \\\\, : \a\\ ,a,,,,,r�\,YY.a, �/ s� w \. \\ \ ` .\\,, \ , \.\. e�\ \ '\\ \. \. \ \ \ a.a :\\ � .� tea..\a.a.. \ �„�, \ \\ i ..\\\ \\ \ \\ \ Vic:• \. \ \\ \``\\ \ 1 \\\ \ ..\, \\ \ \a. \ \ \\\\\ \ \\\a\\ \\.,. \ \ \: \.. \ \. I\ \ \ ,a\\ \. <�. \\ a \,. \. \. aVi \S• \\. \:�. \\ \ \ ` \ kg \\ I=. .\ \. \ . \, .\.,, I \\\\ ,,, „ \\. \eta \,,, \, O \ \ \.a\ �\ \. :,\. \. \\ \\\ \\ \a .\\> \ \: \ \.\\.a \o \ \ a\. \ J \,�\\ \. �\\ •.\. \.: \• \ \ .\ \. \, \ , ,,, \ \ : .\::,: \ \\\ `\ \\ \ \ \_ \` \. \ \ \ \. \o \. \. \ tO .\,i \• \\ �_ .\\ \. \ \_ \' i \ �. `\.. \\\`>. ..a \\ \. \ \ \\ \ \.: 0 \ \ \\ \ \\ \ \ \. \, \ .\, 0 Z. \\ \` \ ` \ai \\ \_ \ \. \ \ \ „\, \ \, \. \ \ \\\ a., .2 „\ \ \ \` .\a`a \ a\\ \\ \\ c: \. \\, \ , \ O w a\\ \,:. \' \\:,,, ti, \\. \�. 397 a= �``\\\\.. .\ Y \. "\ \ \, \; \' :\ \ \\ F \\ \ \. \, OFN V \ \ \..i \ \' \\�. \ \\ . \ \\ \ill I \::Via; �\Z11 �. .\\ :,� -a IIIIIIIIIIIIIIN i' \\\\\\\`. �„ \, \ . Z Z = —_ _\ _ _ _ _ _ _ _ — — _ = I= = �= GROUND FLOOR N UJ - _-- __ _ _ — = 1 - - III = °® _I — —I I I I I I I I — Date: Scale: _ I --I I I I I— I _ I I I —_—_ I I—III- -— AS NOTED m __ I I I I I( I I—_ Drawing Title: - — — — — — — — — — — 0 _�..-�_-\_..I ..__......_I 1 I I- — — I -I I -- I— I- =1 1 = -I = 1=1 I-I I EXTERIOR ELEVATIONS 0 0 N T_ N 2 EXTERIOR ELEVATION 4 Drawing No.: 0 1/411 = r1'-0” N r Ir— a 17 SIM NOTES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A101 3'-8 1/2" � 3'-8 1/2" DRAWING ISSUE T-0" 9'-6 1/2" 4'-10 1/2" 8'-4 1/2" 6-2 1/2" NO. DATE ISSUED FOR 1 07/16/2021 SOUTHOLD DOB REVIEW 2 01/04/2022 SOUTHOLD BUILDING PERMITT RESUBMITTAL 3 4 SIM 5 A101 / - Cl) / �' IIIIIIIIIIIIIIIIIIII110. r / \ 00 OO 00 \ 00 i ♦ L,- F- 00 CO i i \ - 9 1- r- Ir'- 00 00 00 U J - J 00 w - � I TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F TYPE G LL O Z O_ 2 - - 1 <- W H3 IT, w THIS APPLICATION 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 WINDOW LEGEND ACCORDANCE WITH APPLICABLE CODES. 1/2" = 1'-0" w TYPE COUNT 3'-51/2" 6,-6„ W x H DOOR A 2 t- = EXTERIOR SIDING DOOR B 3 Consultants: MARVIN WINDOW EXTERIOR TRIM TOTAL 21 SURVEYOR CL - SELF ADHESIVE GRACE VYOR FLASHING - Nathan Taft Corwin o1586 Main Rd, Jamesport, � NEW HEAVY BLUE SKIN BUILDING WRAP � `- J SHEATHING N o o INY 11947 WINDOW SCHEDULE Tel. 631.727.2090 Z COUNT FAMILY AND TYPE MARK WIDTH HEIGHT MANUFACTURE DESCRIPTON OPERATION U-FACTOR EXISTING INSULATION C- 6 Window-Casement-Marvin Elevate ELA3747 A 3'-8 1/2" 6-6 3/4" Marvin CASEMENT 1 WIDE FIXED .27 MARVIN WINDOW INTERIOR TRIM 5 Window-Casement-Marvin Elevate ELA3747 B 3-8 1/2" T9 3/4" Marvin CASEMENT 1 WIDE FIXED .27 Z 1 Window-Casement-Marvin Elevate ICA3759E C T-0" 4'-0" Marvin CASEMENT WIDE FIXED .27 O DOOR A DOOR B 2 Window-Casement-Marvin Elevate D U 9'-2 1/2" 3' 3 3!8" Marvin CASEMENT 8 WIDE WINDOW 4 RIGHT... .27 (� x O 1 Window-Casement-Marvin Elevate E 4'-6" T -3 3/8" Marvin CASEMENT 4 WIDE WINDOW 2 RIGHT... .27 l-J W U 1 Window-Casement-Marvin Elevate F 8'-0" 3'-3 318" Marvin CASEMENT 6 WIDE WINDOW 3 RIGHT... .27 p 1 Window-Casement-Marvin Elevate G 5'-1 W7 3' 3 318" Marvin CASEMENT 6 WIDE WINDOW 3 RIGHT... .27 O W_ d W o EXISTING WALL FRAMING 0 o EXISTING INTERIOR WALL FINISH Z W DOOR/WINDOW SCHEDULE NOTES WINDOW TRIM PLAN DOOR SCHEDULE 1. ALL EXTERIOR FENESTRATIONS TO HAVE THE FOLLOWING(ZONE 4A) a 2 3" = 1'-0" 1/4" = 1'-0" Architect of Record: A. U-VALUE=.32 O B. SHGC=.40 C' LOW E COATING AS APPROVED ISAAC RAE 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS BEFORE PURCHASING ALL WINDOWS AND DOORS 3. CONTRACTOR TO PROVIDE 130 MPH RATED WINDOW PROTECTION EITHER IN THE FORM OF KEVLAR HURRICANE CURTAINS OR 3/4"PLYWOOD AS PER NYSTATE CODE. 4. ANY OTHER COMPONENTS NOT SPECIFIED ON THESE DRAWINGS ARE NEEDED FOR FIXTURES TO BE IN WORKING ORDER 11575 Main Bayview Road x MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE BID PRICE. 1. law,11.20/&�1 'Toohnic*S i1ficns IMarvin' 5. CUT SHEETS FOR ALL HARDWARE TO BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT FOR FINAL REVIEW& Southold, NY 11971 Z APPROVAL PRIOR TO ORDERING. N Why 6. ALL NEW DOORS AND WINDOWS ARE TO MATCH EXISTING DETAILS AND EXISTING HARDWARE. MARVIN" Solutions Ins ;raflon Contact; Isaac Clay Coffey Z Marvin NYS LIC#039767 CL F= 2020 NYS RBC & 2018 IBC NOTES FOR HORIZONTAL SLIDING DOORS T. 347-276-6093 E. clay@isaac-rae.com TECHNICAL SPECIFICATIONS z 1010.1.4.3 Special Purpose Horizontal Sliding, Accordion or Folding Doors C3 Elevate Casement i In other than Group H occupancies, special purpose horizontal sliding, accordion or folding door assemblies W __._._.. . . . _. _.. _ -..._ _., _.. . permitted to be a component of a means of egress in accordance with Exception 6 to Section 1010.1.2 shall comply W with all of the following criteria: Project: c5 CHOOSE RESOURCE: Er��r9 Information _ , 1. The doors shall be power operated and shall be capable of being operated manually in the event of power failure. 1700 INLET RD � E. � 2. The doors shall be openable by a simple method from both sides without special knowledge or effort. 1700 Inlet WaySouthold, NY 11971 a I� 3. The force required to operate the door shall not exceed 30 pounds (133 N)to set the door in motion and 15 � 41 EI 4,at Casoment pounds(67 N)to close the door or open it to the minimum required width. w SEALANT JOINT I Project No.: SELF ADHESIVE GRACE VYDR I u• 4. The door shall be openable with a force not to exceed 15 pounds(67 N)when a force of 250 pounds(1100 N) is EMERGY DATA SHGC VT ENERGY STAR IR-02 W FLASHING I FACTOR applied perpendicular to the door adjacent to the operating device. Z _' .....,-.,... . . . .. _ _ .. - .. . ..,Pw,_. .w .,._N.. Seal/Signature: W NEW HEAVY BLUE SKIN - Insulated Glass-Low E3.Argon-SOLS<1" 0,27 0.18 0.42 N,NC,SC,S 5. The door assembly shall comply with the applicable fire protection rating and,where rated, shall be self-closing or W BUILDING WRAP - automatic closing by smoke detection in accordance with Section 716.5.9.3, shall be installed in accordance with X SHEATHING InsulMed Glass.-Low E3-Argon-SOLN<1" 0.27 0.18 0.42 N.NC,5C,S NFPA 80 and shall comply with Section 716. 6. The door assembly shall have an integrated standby power supply. _.. ........_._......., ......._._..... __...__._.._ ......___.__._.___..____. - _..___ _______... ____._... .._..__._........ _.___.___._. ._....... ....._. 7. The door assembly power supply shall be electrically supervised. 8. The door shall open to the minimum required 0 lnsuli#eat Gass-Lora E3 Aroot� 0.27._w• V0.20 0..45„--N,NC,sC,S width within 10 seconds after activation of the operating device. <<. D APC N ln5ulate,I G^ass-Low E3-Argon-GBG 0.27 0.13 O.A2 N,NC,SC,S llnsvlatt��d Glass-Loa+!E3-AIr 0.30 0,20 OAA NC,SC,S o Irgsuleged Gass.-Low E3-Air-G8G 0.30 0.19 0.42 NC,SC,S. Door Schedule N WINDOW TRIM SECTION Insulated Gass-Loan E3-AIr-SOLS<1" 0.30 0.19 0.42 NC,5C,'S � 1 --- ----------•--------------- -- -----•.• - Count Family and Type Mark Width I Height I MANUFACTURER U-FACTORT Function 3" = 1'-0" Insulated t3tass-Law E3-,aar-SDLN<1' Ik - 30 _.•.-0.19 0.42 NC,SC,S 03976� O4 9 p Insulated G n -Low E2-Ar an-SDLN<1` 0,27 0.27 O.AC N,NC1 Door-Interior-Single-Full 1 T-0" T-0" Marvin .27 Exterior OF NE�� N Insulated Glass-Low E2-Air-SDLN-t1' 031 0.28 0AG Glass-Wood: 36" x 84" NIr°sulatedGlass-Low E2-Argon 017 � 0,30 0.51 N.NC 1 Door-Double-Sliding: 72" x 80" 2 6'-0" 6'-8" Marvin .27 Exterior Insulated G`as-Lnw E2- 4rgsn-GBG 0. 7 0.27 AG N,N 1 Door-Double-Sliding: 72" x 80" 3 6'-0" 6'-8" Marvin .27 Exterior a Insulated{Lass-Low E2-Argon-5C3LS 1" 0 27 � 6 N NC 1 Door-Double-Sliding: 72" x 80" 4 6'-0" 6'-8" Marvin .27 Exterior 1 Door-Double-Sliding: 72" x 80" 5 6'-0" 6'-8" Marvin .27 Exterior Insulated Grass-None-Air 0,43 O,56 0,59 Date: Scale: --- - 1 Door-Double-Sliding: 72" x 80" EXG 6'-0" 6'-8" Marvin .27 Exterior AS NOTED Insulated Glass-None.Air-GBG OA3 0.55 0.53 7 Drawing Title: C:) Insulated Glass-None-Air-SOLS<T'___ _ 0.43 °S1__. _0�53_. 1 Door-Interior-Single-Full EXG T-0" 7'-0" Marvin .27 Exterior DOOR AND WINDOW SCHEDULE 77 C:) Insulated G%ass.-None-Air-SDLN<5" 0.43 0.51 0.53 Glass-Wood: 36" X 84" 8 ni Insulated Gtass-Low E2-Air 0.31 0,30 0 51 Drawing No.: N � htl�s;ts��.�wrrohrt.eaarYrst�Cr� {-s,�etitiC�e+szts2-Tsa�t ?it�EA& ".t�a'rt[�1t�1&sfrflwittg*Q 1t& N AIIIIIIIIIIIIIIIIIIIIIIII boomoO