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Home My WebLink About50928-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT r' TOWN CLERKS OFFICE SOUTHOLD, NY ' BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50928 Date: 7/11/2024 Permission is hereby granted to: Page-Green, Topaz 650 Newport Center Dr New ort Beach, CA 92660 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 2080 Town Harbor Ln SCTM #473889 Sec/Block/Lot# 65.-1-16 Pursuant to application dated 5/3/2024 and approved by the Building Inspector. To expire on 1/10/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,256.00 CO-ADDITION TO DWELLING $100.00 Total: $1,356.00 I Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 )Ott)s://www. o t ol,dtoNk,nin o Date Received APPLICATION FOR BUILDING PERMIT B ., For Office Use Only P �';Lw PERMIT NO. Building inspectors 3 2024 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant Is not the owner,an r. Owner's Authorization form(Page 2)shall be completed. Date:May 1, 2024 OWNER(S)OF PROPERTY: Name:Topaz Page-Green SCTM#Zo00-65-01-16 Project Address:2080 Town Harbor Lane Southold NY 11971 Phone#:646-275-2447 1Email:margot@isaac-rae.com Mailing Address:2080 Town Harbor Lane Southold NY 11971 CONTACT PERSON: =Name-Margot Coffey Mailing Address:430 Main Street, 2nd fl, Greenport ny 11944 Phone#:646-275-2447 Email:margot@isaac-rae.com DESIGN PROFESSIONAL INFORMATION: Name:Margot Coffey, Isaac Coffey - Isaac-Rae Studio Mailing Address:430 Main Street, 2nd FI Greenport NY 11944 Phone#:646-275-2447 Email:margot@isaac-rae.com CONTRACTOR INFORMATION: Name: Mailing Address„ Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition RAlteratiog epa"r ®Demolition Estimated Cost of Project: li]Othe $ Will the lot be re-graded? s X-No � �4 Will excess fill be removed from premises? ®''Yes ❑No 1 PROPERTY INFORMATION Existing use of property:single family residence Intended use of property:single family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. 0 [mck Box After Readii':g: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(prin tame): 1e2a,4C- ( I IgAuthorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified In Suffolk County COUNTY OF ) Commission ExpiresAprll 14,i� 1 5d� 4 being duly sworn, deposes and says that(s)he is the applicant (Name of individual igninrg cont ct)above named, (S)he is the + Ar k„ T ec�_ (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �/ `Jday of 20� 7 Notary Public 1110PEIU "IIU°"Y N EII .'�IIII i '° II' I "II "�I' .......,,`Where,.tne.,.appllcant is no..� .� �� t the owner) jopaz Page-Green residing at 2080 Town Harbor Lane Southold NY Clay and Margot Coffey, Isaac-Rae Studio do hereby authorize to apply on my beha he Town of Southold Building Department for approval as described herein. Ownerl Si ature I I Date Print bwner's Nam 2 Scott A. Russell TO>][�I�� WA\T]ER, � � 5 SUPERVISOR AWA A.G lEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 T (� ],� ]a 53095 Main Road-SOUTHOLD,NEW YORK 11971 " 1 own �f U U u�l l L LL CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ��WW ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER) _ _ _ APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) gpqpq NAME.. A �` 'idT C Date: 5 9 p tln'I PdPOPd N N;�flAwm, _1051C Contact Information: d -�I s L _Ca 1 t� A ,ALZ; Z1 ' (l tad&I dephnne Numhcr) - ea rn Property Address / Location of Construction Sitc: 2.0 m-rO vJ J q-Re,Bdz L&NF_ S.C.T.M. #: 1000 � Ali District � [ Section Block LoI i - sqi TO BE COMPLETED BYSOUTHOLD TOW N ENGINEERING D�PAI "fMEN'[�`�_�� Area of Disturbance is less than I Acre. No SRD L. . Per mil is Required! d „I ❑ - Project does Not Discharge to Waters of the State. Nn S.P U I .5 PSI nut Is I�etiulred r � � G ❑ - Area of Disturbance is Greater than I Adr.e&Storm-water Runoff Discharges Directly ul to Waters of the State of New York. THE APPI_IC AINT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. o Area of Disturbance is Greater than I Acre&Storm-water Runofl'Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit,. Reviewed By: m„ „ � Date O �1� j ri rp m =-char n--'rn z nr•rni,P,_gnin t C6 ve /� SURVEY OF PROPERTY SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-65-01 -16 SCALE 1"=30' DECEMBER 22, 2023 - + MAY 6, 2024 ADD TOPOGRAPHICAL SURVEY CERTIFIED TO: TOPAZ PAGE—GREEN ' EMMANUEL ROMAN SPANO ABSTRACT SERVICE Corp. TITLE No. SP4 TITLE FIRST AMERICAN TITLE INSURANCE COMPANY �t �s LOT AREA DATA 77,060 sq. ft. UPLAND AREA 1.769 DC. m r i UNDERWATER GRANT_ 15,000 sq. ft. 0.344 GO. TOTAL 92.060 s f t. 92.113 c. t NOTES: 1. DEED REFERENCES ARE TO DEED LIBER 8331 PAGE 105 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:XXs r EXISTING CONTOUR LINES ARE SHOWN THUS:XX—————XX '. FFL — FIRST FLOOR G/RAGE FLOORFAD TOP OF BuUtH BOTTOM OF BUWIED 1 iG �f f a TOP OF WNL 9T.5 €' BOTTGM OF WALL HOLE T--' 1 t s MST If °ate,`2 ijaj 41 71 .4 S ' is x +� ° ,� UNDERWATER GRANT 'r , �O cl 2 h� PREPARED IN ACCORDANCE WITH THE MINIMUM ` STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS.AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION: 7 N.Y.S. 6._ No. 50467 UNAUTHOftRED ALTERATION OR ADDITION Nathan Taft Corwin III THIS SURVEY IS A VIOLATION OF SE SECR LA ON 72 OF THE NEW NEW PORK STATE EOUGRON LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING R THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor To:Stanley J.Isaksen,Jr.L.S. CERMFICATIO S INDICATED HEREON SHALL RUN Joseph A Ingegno LS. S PR NLY TO o AND ON HIS BEHALF TO PERSON FOR WHOM THE TITLE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys—Subdivisions — Site Plans — Construction Layout LENDING INSDTUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING MET— PHONE(631)727-2090 Fax (631)727-1727 TUTION.COMFIGRONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O.Box 16 AND/OR EASEMENTS OF RECORD,IF Jamesport,New York 11947 Jameeport,New York 11947 ANY,NOT SHOWN ARE NOT GUARANTEED. NOTES 2080 TOWN HARBOR LANES 1 DRAWING ISSUE SOUTHOLD, NY 11971 N0. DATE ISSUED FOR 1 X/X/2024 SCTM## 1000-065.00-01 .00-016.000 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHEET LIST 3 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 INTERNATIONAL BUILDING CODE AND 4 SITE PLAN FOR: 20130 Town Harbor Lane, Southold, NY 11971 WILL COMPLY WITH 2O20 NYS RBC &2018 IBC REQUIREMENTS, AND THE BEST TRADE PRACTICES. SHEET # SHEET NAME 5 STM1000-65-1-16 , ZONED R40 2. CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE 6 ( ) SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS SOUTHOLD TOWN, SUFFOLK COUNTY, NY SITE PLAN BASED ON SURVEY BY NATHAN TAFT CORWIN III DATED 12/2212023 WORK. THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS 7 EXECUTION. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR A-305 WALL DETAILS 8 INFORMATION ALLOWED EXISTING PROPOSED DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE. THE 9 CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE.VERIFY ALL T-000 COVER SHEET 10 LOT AREA - 77,060 SF _ CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE 11 ARCHITECT. T-002 GENERAL NOTES 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE 12 LOT DEPTH (FT) - 319' - 7 1/4" - PROJECT SITE WITH THE Nis T-003 GENERAL STRUCTURAL NOTES TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS PURPOSE OF THIS MEETING DONE IN ACCORDANCE WITH THE APPROVED PLANS. A-001 PROPOSED SITE PLAN Revisions LOT WIDTH (FT) - 232 - 18„ - 4. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES D-100 DEMOLITION BASEMENT PLAN Revision LOT AREA BUILDABLE (MINUS EASEMENT) 25,251 SF REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. Number Revision Description Revision Date 5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE D-101 DEMOLITION FIRST FLOOR PLAN MIN. FRONT YARD (FT) 50' 77' 77' SED THAT HIS WK WILL BE STPPED IF AT AY POINT IT HAS BEEN D THOAT THE WORK HAS NTRACTOR IS IALTERED WI HOOUTR PRIOR WR TTOEN APPROVALv FROM THE ARCHITECT.ETERMINED D-102 DEMOLITON SECOND FLOOR PLAN 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, OBTAIN PERMITS AND ERECT TEMPORARY N MIN. SIDE YARD (FT) 15' 35' 35' - 10" 35' - 10" CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY. ALL MACHINERY, TOOLS, A-201 PROPOSED EXTERIOR ELEVATIONS, U SERVICE LINES AND CONDUITS SHALL BE GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY CONT'D m MIN. REAR YARD (FT) 100, 113' - 5" 113' - 5" AND TO PREVENT CONTACT WITH PUBLIC. 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS, GROUNDS AND A-100 BASEMENT CONSTRUCTION PLAN PROPERTY AND PROTECT THE SAME FROM INJURY N MIN. ACCESSORY SIDE YARD (FT) 20' - - 8. CONTRACTOR SHALL DETERMINE LOCATION, PROTECT AND SAFEGUARD ALL UTILITIES ON AND A-101 FIRST FLOOR CONSTRUCTION PLAN ADJACENT TO SITE. MIN. ACCESSORY REAR YARD (FT) 20' - - 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED A-102 SECOND FLOOR CONSTRUCTION PLAN AS A RESULT OF CONSTRUCTION FOR THIS WORK. THIS APPLICATION IS APPROVED ONLY FOR WORK 10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT A-200 PROPOSED EXTERIOR ELEVATIONS INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL ALLOWABLE COVERAGE (20%) 5,050 SF - - ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL COMPLETION. A-300 SECTIONS OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TOTAL EXISTING COVERAGE - 11,266 SF - 11. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION TO BE CONSIDERED AS EITHER BEING APPROVED OR IN OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. A-301 WALL SECTIONS ACCORDANCE WITH APPLICABLE CODES. TOTAL PROPOSED COVERAGE - - 13,654 SF 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES. A-302 WALL SECTIONS 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND ALLOWABLE GROSS FLOOR AREA (GFA) 6,953 SF - - MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND A-500 POOL DETAILS INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE Consultants: CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR TOTAL EXISTING GROSS FLOOR AREA - 5,290 SF - DURING THE EXECUTION of THE WORK. SCOPE OF WORK PROPOSED IN THIS FILING: Surveyor: 14.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED ADDITION TO FIRST FLOOR OF SINGLE FAMILY RESIDENCE Nathan Taft Corwin III EXISTING GFA GROUND FLOOR - 2, 717 SF - FOR OTHER TRADES (SPRINKLER, MECHANICAL, PLUMBING, ELECTRICAL, ETC.). TWO NEW BATHROOMS Land Surveyor 15.SPRINKLER, MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS or NEW EXTERIOR ENTRY TO BASEMENT y EXISTING GFA SECOND FLOOR - 1,487 SF - LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- 0 NEW 20'-0" X 50' -0" POOL P.O. Box 16 OFFS. Jamesport, New York 11947 " 16.THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF EXISTING GFA THIRD FLOOR - 1,086 SF - THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. TOTAL PROPOSED GROSS FLOOR AREA - - 5,385 SF 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE PROPOSED GFA GROUND FLOOR - - 2,812 SF OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN MATERIAL AND/OR WORKMANSHIP. THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE PROPOSED GFA SECOND FLOOR - - 1,487 SF CONTRACTOR TO THE OWNER. 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF PROPOSED GFA THIRD FLOOR - - 1,086 SF SKILL, QUALITY AND COMPLETENESS. 20.THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR DEPARTMENT OF _ BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. ALLOWABLE BUILDING HEIGHT (FT) 35' - - 21. NO WORK SHALL BE DONE, EXCEPT BETWEEN THE HOURS OF 9:00 A.M. AND 5:00 P.M. MONDAY THROUGH FRIDAYS. EXCEPT AS OTHERWISE AGREED TO, NO WORK SHALL BE DONE ON SATURDAYS, PROPOSED BUILDING HEIGHT (FT) - - EXISTING TO REMAIN SUNDAYS AND HOLIDAYS, AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 A.M. 22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS All lots up to 80.000 square feet of ILot area:5.100 square feet plus 5%of the lot area in excess of 40.000 sauare feet up to a total of 7.100 square feet minimum. OUTLINED IN THE ALTERATION AGREEMENT 23. THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED 24. PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING, HEATING AND INTERCOM LINES. Architect of Record: SITE PROTECTION PLAN: SYMBOL LEGEND I SAAC - RA E 1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE 430 Main Street EGRESS AS REQUIRED BY NEW YORK STATE, SOUTHOLD TOWN AND SUFFOLK COUNTY 2nd Floor 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECT TO OCCUPIED T SECIIONNUMBER _ 'DOOR NUMBER DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL Si - SHEETNUMBER �(SEE DOOR SCHEDULE) Greenport NY 11944 BE STRICTLY OBSERVED. Contact: Isaac Clay Coffey R.A. 3.HEALTH REQUIREMENTS. SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF NYS LIC#039767 DUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OF SANITARY WINDOW NUMBER FACILITIES, AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. i - DETAIL INDICATOR _ (SEE WINDOW SCHEDULE) T. 347-276-6093 E. clay@Isaac-rae.com 3.1. THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW .r RELATING TO LEAD AND ASBESTOS, AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. Project: 4.COMPLIANCE WITH HOUSING STANDARDS. THE REQUIREMENTS OF THE NEW YORK CITY HOUSING I _ DETAIL NUMBER -( } - COLUMN NUMBER MAINTENANCE CODE, AND, WHERE APPLICABLE, THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL S1 SHEET NUMBER `✓ Town Harbor Lane BE STRICTLY OBSERVED. 5.STRUCTURAL SAFETY. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR a ; 2080 Town Harbor Lane CONTRACTED WORKERS I DETAIL CLOUD MARKER 0- REVISION`CLOUDMARKER 6.NOISE RESTRICTIONS. WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH ----% Southold, New York 11971 CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT FEDERAL HOLIDAYS +o,a Project No.: LINE INDICATING 7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR _ I EVEL INDICATION "" -�-" _ OBJECTS ABOVE IR-02 OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED +0.0 Noce:[0%0"]-# THEREIN, THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS --��' LINE INDICATING Seal/Signature: TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE OBJECTS BELOW REQUIREMENTS OF SOUTHOLD TOWN & SUFFOLK COUNTY. IF A DISRUPTION OF ANY SUCH SERVICE IS ANTICIPATED DURING THE WORK, THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF L..:_J - WALL TYPE A - CABINET MARKER SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH DISRUPTION. DAp ABBREVIATIONS 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 �� 397g't 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 GRL, GRILLE MATL MATERIAL O.C. ON CENTER R.O. ROUGH OPENING TYP. TYPICAL OF 14 ADJ. ADJACENT CONST. CONSTRUCTION EQPT. EQUIPMENT GFI. GROUND FAULT INTER. MAX. MAXIMUM OPNG OPENING SCHED. SCHEDULE U.O.N. UNLESS A/C AIR CONDITIONING CONT. CONTINUOUS EXIST. EXISTING GWB GYPSUM WALLBOARD MECH. MECHANICAL OPP./OPH OPPOSITE/OPPOSITE HAND SECT, SECTION OTHERWISE AL. ALUMINUM DTL DETAIL EXT. EXTERIOR HNDRL HANDRAIL hTL. METAL PTD. PAINTED SHT. SHEET NOTED APPROX. APPROXIMATE DIM. DIMENSION FIN FINISH HDWD. HARDWOOD MIN, MINIMUM PARTN. PARTITION SIM. SIMILAR V.I.F. VERIFY IN FIELD ARCH. ARCHITECTURAL DR. DOOR FIN.FL FINISH FLOOR HVAC HEATING VENT',&A/C MSC. MISCELLANEOUS PL PLASTER SC. SOLID CORE VTNCT BLKG BLOCKING DBL DOUBLE MLDG. MOLDING PLYWD.,PLY PLYWOOD VINYL FPRF, FIREPROOF H.M. HOLLOW METAL SQ.FT. SQUARE FOOT CLG. CEILING DN. DOWN COMPOSITION TILE Date: Scale: C.H. CEILING WEIGHT DWG. DRAWING S.C. SELF-CLOSING HOR1Z. HORIZONTAL MTD. MOUNTED POS. :POINT OF SERVICE S.STL. STAINLESS STEEL FL, FLOOR MUL. MULLION QTY. QUANTITY STD. STANDARD W/ WITH AS NOTED IN. INCHES ylj/0 y�tH-H0� Drawing Title: � CL. CENTER LINE EA. EACH FLUOR. FLUORESCENT NOM. NOMINAL REC. RECESSED SCL. STEEL W/ WOOD ELEC. ELECTRIVELECTRICAL INSUL. INSULATION N.A. NOT.APPLICABLE REQ`D REQUIRED COVER SHEET 11 C.T. CERAMIC TILE FT. FOOT/FEET J.B. .JUNCTION BOX STOR. ,STORAGE 00 0 ao N Drawing No.: d' N 0 N M NOTES GENERAL NOTES : -NN-LTNG SCHEDULE PI ANI r.QKITFNTq• �® OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL DRAWING ISSUE CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF FRAMING: BUILDING USE SINGLE FAMILY RESIDENTIAL DWELLING NO. DATE ISSUED FOR 1). The information within this set of construction documents is related to basic design 1). RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL 1 X/X/2024 intent and framing details. They are intended as a construction aid , not a substitute 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 (SEE ELEVATIONS) 2 for generally accepted good building practice and compliance with current New York When a collar tie is used in leu of a ridge strap, the number of 10d common nails required RAFTER TO 8'WALL:3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 3 State building codes. The General Contractor is responsible for providing standard 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 construction details and procedures to ensure a professionally finished, structurally THE 2020 INTERNATIONAL RESIDENTIAL CODE w/ 2020 NEW YORK STATE 4 sound and a weatherproof completed product. 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH SUPPLEMENT DESIGN CRITERIA 5 p p P ) TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL : Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in 6 2). The General Contractor is responsible for ensuring that all work and construction 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 FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 7 meets current federal, state, county and local codes, ordinances and regulations, etc. 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 (LIVE LOADS PSF) (DEAD LOADS PSF 8 These codes are to be considered as part of the specifications for this building and 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 9 should be adhered to even if in variance with the plan. shall be connected with uplift connections in accordance with table 3.3c. - BALCONIES 50 10 10 OVER PARTITION WFCM-SBC LAP NAIL DECKS 40 10 11 3). Dimensions shall take precedent over scaled drawings. 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/o STORAGE 20 9 12 (DO NOT SCALE DRAWINGS). Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/ STORAGE 20 10 accordance with table 3.3b. When wall studs above do not fall in line with studs below, the BLOCKING EACH TOE DESIGN LOAD CALCULATIONS 2-8dCOMMON ROOF GROUND SNOW LOAD 20 15 Revisions 4). The architect has not been engaged for construction supervision and assumes no studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER END NAIL responsibility for construction coordinating with these plans, nor responsibility for accordance with table 3.3. RIM BOARD EACH END ROOMS (OTHER THAN SLEEPING) 40 10 Revision construction means, methods, techniques, sequences, or procedures, or for safety TO RAFTER 2-16d COMMON END NAIL ROOMS (SLEEPING) 30 10 Number Revision Description Revision Date precautions and programs in connection with the work. There are no warranties for a 4). WALL ASSEMBLY TO FOUNDATION: STAIRS 100 specific use expressed or implied in the use of these plans. First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 10 WALL FRAMING: connectors. Steel straps shall have a minimum embedment of 7 inches in concrete GAURDRAILS ANY DIRECTION 200 5). Refer to the Window and Door schedule for exterior openings. foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION QTYNAI . SPACIING NOTES EXPOSURE CATAGORY (DESIGNED FOR CAT.C) the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt TOP PLATE TO 2-16d COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION or exceeds manufacture's specifications and applicable codes. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE FOOT SEE NOTE: 1 ROOF - 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 4-16d COMMON JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE 7). The General Contractor is to consult with the owner for all built-in items INTERSECTIONS EA.SIDE NAIL such as bookcases, shelving, pantry, closets, trims, etc. - 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 24" FACE m attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD 2-16d COMMON O.C. NAIL FIRE PROTECTION y 8). 130 MPH Wind load requirements shall be taken into account during construction. 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel SMOKE & CO2 DETECTORS ® SEE FLOOR PLANS THIS APPLICATION IS APPROVED ONLY FOR WORK gyp HEADER TO 16"O.C. FACE edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL FOUNDATION NOTES: in table 3.15a-b. TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 1). The General Contractor and Mason to review plans, elevations, details and notes to ENERGY CALCULATIONS RESCHECK ACCORDANCE WITH APPLICABLE CODES. determine intended heights of finished floors) above typical grade. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE To STUD 3-16d COMMON PER 2x6 STUD NAIL Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 2). All footings to rest on undisturbed (virgin) soil. PER FACE NAIL length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2-16d COMMON FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD 3). Provide 1/2" expansion joint material between concrete slabs and abutting END JOIST OR BLOCKING FLOOD SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNDERLAYMEN concrete or masonry walls occuring in exterior or unheated interior areas. 7). INTERIOR SHEARWALL CONNECTIONS: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Consultants: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when FLOOR FRAMING: 4). Any new concrete walls being attached to existing concrete structure shall interior shearwalls are used. Sheathing and connections shall be in accordance with NAIL NAIL MODERATESLIGHT TO Surveyor: be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 2.4.4.2 and 2.2.4 respectively. JOINT DESCRIPTION QTY. SPACING NOTES 20 LBS. 130 B SEVERE 3 FT. TO HEAVY MODERATE11 YES NONE Nathan Taft Corwin III 5). Unless otherwise noted all slabs on grade to be 4,000 s.i.. Concrete to be 3'55 JOIST TO: PER TOE Land Surveyor g p• 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-saCOMMON P.O. Box 16 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs SILL,TOP PLATE OR GIRDER JOIST NAIL p 9 o g Header and/or girder connections shall be attached with uplift connections in accordance NOTE: Jamesport, New York 11947 • - to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with with table 3.5. Window sill plates shall be have steel connectors in accordance with table BRIDGING 2_ad ,oMMON EACH TOE CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY 6" maximum lifts (layers). TO JOIST END NAIL 6). Crawls aces to be provided with a minimum 18 x24 access opening. Install one 9 . CATHEDRAL CEILING ASSEMBLY: BLOCKING EACH TOE p p '� p 9 ) 2-8d COMMON 8x16 cast iron foundation vent for every 150 sq. ft. of area. Where a ridge is to be used as a structural beam, the rafters shall either be notched and TO JOIST END NAIL anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge BLOCKING TO: EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 3-16dCOMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE �). Dampproof exterior of foundation with bituminous coating as required by current along the open ceiling part of the building. Connections to the ridge and wall shall be be SILL OR TOP PLATE BLOCK NAIL SHEATHING LOCATION AT PANEL EDGES SUPP+OR'TS IN THE PANEL FIELD NOTES N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over attached with the above requirements. LEDGER STRIP EACH FACE the below grade portion of exterior walls prior to backfilling. INSULATION TO BEAM 3-16d COMMON JOIST NAIL 4 PERIMETER EDGE ZONE 8d COMMON @ 6 0. . 8d COMMON @ 6„ O.C. SEE NOTES:1,3 __. 8). Drainage as required by current N.Y.S. Residential Construction Code. JOIST ON LEDGER PER TOE INTERIOR ZONE 8d COMMON @ 6" 0. 8d CCMMON @ 12" O.C. SEE NOTES:1(BOTH FIELDS) 1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE TO BEAM 3-8d COMMON JOIST NAIL I NOTE:2 FOR PANEL FIELD 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING GABLE ENDWALL RAKE AND RAKE TRU 8d COMMON @ 4" 0. . 8d COMMON @ 4" O.C. SEE NOTES:1,3 FRAMING NOTES BAND JOIST 3-16d COMMON PER END 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER TO JOIST JOIST NAIL 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER BAND JOIST TO: PER TOE NAIL NOTES 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER 2-16d COMMON 1.ALL FRAMING TECHNIQUE=S SHALL MEET THE REQUIREMENTS OF THE 2015 SILL OR TOP PLATE _ FOOT SEE NOTE: 1 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. INTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK DEPARTMENT OF STATE 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER 2017 UNIFORM CODE SUPPLEMENT. 7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. ROOF SHEATHING: 2. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2, OR BETTER, NAIL NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, UNLESS OTHERWISE NOTED ON THE PLANS JOINT DESCRIPTION Qom, SPACING the 4 foot perimeter edge zone attachments required shall be used 3. FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C. UNLESS RECOMENED INSULATION AS FOLLOWS . Architect of Record: NOTED AS PER TABLE 3.8 2 . Tabulated 12 inch o.c. nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. VAULTED CEILINGS : 4 SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 STRUCTURAL PANEL 1od I SAAC - RAE 4. UNLESS OTHERWISE NOTED , ALL BEARING WALL HEADERS TO BE (2)2X10#2 + BTR. �� WFCM-SBC p g g g DOUG. FIR.BEARING WALIL HEADERS TO HAVE (2)JACK STUDS AND (2) FULL LENGTH For framing members with <0.42<G<0.49 the nail spacing shall be reduced to 6 inches o.c. STUDS ON EACH SIDE OF ALL OPENINGS. LVL HEADERS TO HAVE (3)JACK STUDS AND(2) per inch. WITH ROCKWOOL R23 5-1/2" for total of R49 430 Main Street FULL LENGTH STUDS ON EACH SIDE OF OPENINGS. BEARING WALL WINDOWSILLS SHALL • WALLS: 3" SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. CEILING sHEATHING: WINDOWSILL PLATES FOR 2X4 WALL OPENINGS BETWEEN 4'1 AND 6'0 �� NAIL NAIL 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 2nd Floor ALSO HAVE (2) AND 2X6 WALL WINDO OPENINGS BETWEEN 5'11 AND 8'9. PROVIDE FIRE AND BLOCKING WHERE WITH ROCKWOOL R15 3-1/2 FOR TOTAL OF R34.5 JOINT DESCRIPTION Qom, SPACING framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. Greenport NY 11944 APPLICABLE. FLOORS: 3 SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINIZED HANGERS WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 GYPSUM 7" O.C. EDGE Contact: Isaac Clay Coffey R.A. �� WALLBOARD 5d COOLERS 10"O.0. FIELD NYS LIC#039767 AND ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. SLABS 3 EXPANED POLYSTYRENE INSULATION FOR R12 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOIST WALL SHEATHING REQUIREMENTS FOR WIND LOADS: T. 347-276-6093 E. clay@isaac-rae.com AND UNDER BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED WALL SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE FOR PROPER LOAD CAPACITY UNLESS NOTED ON PLANS. PLUMBING NOTES NAIL NAIL SHEATHING LOCATION NOTES 1. All water supply, draina a and venting to be installed as per N.Y.S. Residential AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Project: 7. 7). PROVIDE 2 - 1-3/4"THII:,K MfCROLAMS ( HEIGHT TO MATCH FLOOR JOISTS)AROUNDJOINT DESCRIPTION 1 STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED (TYPICAL). g g p QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) 8. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C.. USE SOLID BLOCKING IN Construction Code, and shall meet Suffolk County Health Department requirements STRUCTURAL AS PER TABLE 3.9 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD Town Harbor Lane FLOOR JOISTS UNDER ALL BEARING WALLS. as Stated on septic permit 8d COMMON 9. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. INSTALL DRAFT PANELS WFCM-SBC INTERIOR ZONE 8d COMMON 6" 0. . 8d COMMON 12" O.C. SEE NOTE: 3 2. Verify septic system with the Engineer for Suffolk County Health Department @ @ 2080 Town Harbor Lane BLOCKING AS NEEDED. approval. 7/16"OSB 6d COMMON 3"O.C. EDGE 10. UNLESS OTHERWISE NOTED, ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2"THICK, 4- PLYWOOD 6"O.C. FIELD NOTES Southold, New York 11971 PLY FIR CDX EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO COVER OVER 3. 3). If wall studs, plates or joists are cut out during installation for any plumbing related PLATES AND HEADERS. work,provide adequate bracing and plates to protect and secure the structure. Verify GYPSUM 5d COOLERS 7" O.C. EDGE 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment Project No.: 11. UNLESS OTHERWISE NOTED USE 3/4"THICK T&G PTS FIR OR ADVANTECH PLYWOOD WALLBOARD 10"O.C. FIELD requirements shall be used. SUBFLOOR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED with the state code and manufacture's recommendation for maximum hole size and IR-02 FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. spacing permitted FLOOR SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing Seal/Signature: 12. ALL BATHROOM WALLS TO HAVE 5/8"THICK MOISTURE-RESISTANT SHEETROCK, HVAC SYSTEM NOTES NAIL NAIL members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be 13. ALL 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5/8"TYPE X SHEET ROCK JOINT DESCRIPTION reduced to 6 inches o.c. AND TO MEET ANSI/UL 263 AND DESIGN NO. U349 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety QTY. SPACING 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for 14.ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD, HENRY requirements. Manual J D S Guide lines to be follow. ALL DUCTS TO BE SEALED AND STRUCTURAL PANELS 8d COMMON 6"O.C. EDGE common nails. BLUE SKIN OR APPROVED EQUAL. 1"OR LESS 12"O.C. FIELD 15.ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM 6MILL MATERIALS INSULATED Blower Door Test to be performed as required 4). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 16.ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 2). HVAC subcontractor is t0 full coordinate all system data and requirements with the NOTES: SILL PLATES TO BE INSTALLED WITH FOAM SILL GASKETS AND COP-R-TEX TERMITE ) y y q 5). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACID. g�DA)� SHIELD OR APPROVED EQUAL. manufacturer. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN Chi 3). HVAC subcontractor to provide final system layout drawing and submit it to the General SCHEDULE NOTES ONLY. 6). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Contractor and owner for final review and approval. FIREBLOCKING NOTES �.. 1). Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is � ELECTRICAL NOTES: nailed 3"on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural As required by current IBC 2020 & 2020 NYS Residential Code - FIREBLOCKING REQUIRED members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain load path. tS3 --- ALL ELECTRICAL TO BE INSTALLED AS PER IBC 2015 NYD RES. CON. CODE Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective 97g'i ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 2) When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted fi-e barrier between stories, and between a top story and the roof space. F of: �E�l to be reduced tot-16d nail per foot Fireblockin shall be provided in wood-frame construction in the following locations - INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOU S 9 p 9 - REQUIRED BY IBC 2015 N.Y.S. RESIDENTIAL CONSTRUCTION CODE. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed ALL LIGHT FIXTURES TO BE LED OR COMPACK FLUORECENT UNLESS OTHER WISE horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass NOTED fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. ALL APPLIANCES TO BE ENERGY STAR QUALIFIED 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and Date: Scale: ALL PLUMBING FIXTURES TO BE WATER SENSE RATED cove ceilings. AS NOTED 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall Drawing Title: na comply with current N.Y.S. Residential Code. GENERAL NOTES 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of 0 combustion. N 5). For the fireblocking of chimneys and fireplaces, as required by current N.Y.S. Residential Code. N Drawing No.: CV CD CV M LO NOTES GENERAL NOTES 2020 NYS RESIDENTIAL CODE AND 2020 NYS ENERGY CODE J. CONSTRUCTION SAFETY F. STRUCTURAL STEEL 1. THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. DRAWING ISSUE 2. THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING & GUYING CF FRAMING AGAINST WIND, 1. ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy = 50 KSI. A. DESIGN LIVE LOADS CONSTRUCTION LOADS & OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE 2. STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GR B (Fy = 46 KSI) NO. DATE ISSUED FOR STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING FRAMING. 3. STEEL WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - 1 x/X/2024 LIVE LOADS IN ACCORDANCE WITH THE2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN", OF THE AMERICAN INSTITUTE OF STEEL 2 K. COORDINATION CONSTRUCTION, INC. LATEST EDITION, INCLUDING ALL SUPPLEMENTS AND THE "CODE OF. BUILDING CATEGORY: II STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" LATEST EDITION. 4 1 1. IMPORTANCE FACTOR.: WIND (LW) = 1.0 1. THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY 4. CONNECTION BOLTS SHALL BE 3 4" DIAMETER CONFORMING TO ASTM A325, TYPE X. INSTALL EACH 5 2. SNOW (LS) = 1.0 CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD, WHICHEVER IS TURNED FOR 7 SEISMIC (LE) = 1.0 TIGHTENING. ALL CONNECTION BOLTS ARE REQUIRED TO BE "SNUG TIGHT" ONLY UNLESS 8 3. GROUND SNOW LOAD: 20 PSF M. MISCELLANEOUS OTHERWISE NOTED. 9 5. OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS ON THIS 10 4. ROOF LIVE LOAD: 20 PSF 11 5. WIND LOAD: 130 MPH BASIC WIND SPEED 1. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. 12 WIND EXPOSURE: B 2. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTING ALL THE 6. ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING OPERATORS VELOCITY PRESSURE EXPOSURE COEFFICIENT, KZ 0.85 WORK IN ACCORDANCE WITH THE BUILDING CODE OF STATE OF NEW YORK, THE RESIDENTIAL CODE OF STATE OF WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE "STRUCTURAL WELDING DIRECTIONALITY FACTOR, KD: 0.85 NEW YORK AND ALL LOCAL REGULATIONS HAVING JURISDICTION. CODE" AWS D1.1 OF THE AMERICAN WELDING SOCIETY TO PERFORM THE TYPES OF WELDS Revisions GUST EFFECT FACTOR, G: 0.85 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTCR OR ANY SUBCONTRACTOR REQUIRED ON THIS PROJECT. Revision INTERNAL PRESSURE COEFFICIENT, GCPI: ±0.18 OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. 7. ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS THAN 3 Number Revision Description Revision Date SPECIAL WIND REGION: YES 4. THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE APPROVAL. INCHES IN LENGTH UON ON THE DRAWINGS. PROVIDE ONE NUT AND ONE WASHER WITH EACH 6. SEISMIC: SEISMIC DESIGN CATEGORY: B ANCHOR BOLT UNLESS OTHERWISE NOTED. COLUMNS TO BE ERECTED AND LEVELED WITH SDs - 0.148 GENERAL NOTES: LEVELING SHIMS, LEVELING NUTS ARE PROHIBITED. SDI = 0.085 1. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING, AND MAKE SAFE ALL FLOORS, ROOFS, 8. ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2.0 MILS B. FOUNDATIONS WALLS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL SSPC PAINT 2, 13 1. MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS =2,000 PSF. 2. DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE APPROXIMATE AND OR 14. CLEAN (WIRE BRUSH) AND SPOT PAINT ALL FIELD WELDS, FIELD CUT EDGES AND SERIOUS 2. FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL ARE BASED ON LIMITED INFORMATION. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. PRIOR TO PLACING CONCRETE. EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS AT THE SITE. ALL DISCREPANCIES BETWEEN 9. BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE NOTED. 3. BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT TO REACH FIRM, UNDISTURBED SOIL. FOR EVALUATION PRIOR TO START OF FABRICATION. G. STRUCTURAL LUMBER THIS APPLICATION INDICATED ON THE APPLICATION APPROVED S ATION SPECIFICATION WORK PECIFICATION SHEET. ALL 4. SEE ARCHITECTURAL DRAWINGS (FLOOR PLANS AND SECTIONS) FOR LOCATION OF PARTITION 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING, OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR FOOTINGS AND THICI:ENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE ETC. REQUIREMENTS, DISCREPANCIES, AND/OR SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 1. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2, OR BETTER, UNLESS TO BE CONSIDERED AS EITHER BEING APPROVED OR IN STRUCTURAL DRAWINGS. 4. THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING, FABRICATION, AND ERECTION OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: ACCORDANCE WITH APPLICABLE CODES. 5. ALL FILL INSIDE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS, TRASH, PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. a. Fb = 850 PSI WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS. PLACE FILL IN LIFTS NOT 5. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL b. Fc (PERPENDICULAR) = 625 PSI EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 98% DENSITY AT OPTIMUM MOISTURE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. c. Fv = 95 PSI CONTENT AS MEASURED BY ASTM D698 AND 95% AS MEASURE BY ASTM D-1157. d. E = 1,600,000 PSI Consultants: 6. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. GENERAL CONDITIONS: 2. ALL PRESSURE TREATED LUMBER SHALL BE No. 2 SOUTHERN YELLOW PINE, OR BETTER, WITH Surveyor: 7. FOUNDATION SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL ACQ (ALKALINE COPPER QUATERNARY) TREATMENT. Nathan Taft Corwin III ENGINEERING REPORT. 1. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS AS SPELLED 3. PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS AND WOOD. Land Surveyor 8. CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE OUT 1N THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR ITEMS WHICH MAY PERTAIN TO THEIR 4. LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT P.O. Box 16 SOIL (ONE VERTICAL TO TWO HORIZONTAL) TRADES. FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. AL; LAG BOLTS Jamesport, New York 11947 9. DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF REQUIREMENTS. QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES ENGINEER. FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE 2. ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL CONDITIONS TO BE MET BY DRIVING WITH A HAMMER. PRIOR TO BACKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL BEFORE SUBMITTING BID. LACK OF THOROUGH UNDERSTANDING OF THE PROJECT REQUIREMENTS SHALL NOT 5. THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 132 TO 116 INCH LARGER • FORCE OF THE BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA COMPENSATION. THAN THE BOLTS. 10. CONTRACTOR MUST ADEQUATELY PROTECT WALLS, PIERS, ETC. FROM DAMAGE DUE TO BACK.FILLING. 3. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON JOB AND SHALL BE 6. STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A36. 11. CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM RESPONSIBLE FOR SAME. 7. PLYWOOD SHALL BE C-C EXTERIOR, DFPA GRADE MARKED OR EQUIVALENT, OF THE THICKNESS THE EXCAVATIONS FOR UTILITIES, ETC. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF /'..,L-GOVERNING AUTHORITIES. SHOWN ON THE DRAWINGS. 12. WHERE PIPES PASS THROUGH NEW WALLS, DROP FOOTINGS SO THAT PIPES PASS OVER 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, ARCHITECTURAL. AND MECHANICAL 8. PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. THE TOP OF THE FOOTINGS. DRAWINGS. 9. ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS 13. DEWATERING PROCEDURES, IF REQUIRED, SHALL NOT DISTURB THE SOIL STRUCTURE. 6. ALL OPENINGS IN WALLS, FLOORS, ROOF, ETC. TO BE LOCATED AND SIZED AS PER MECHANICAL AND ARCHITECTURAL INCLUDING BUT NOT LIMITED TO NAILS, ANCHOR BOLTS, CONNECTION BOLTS, NUTS, WASHERS, 14. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUCTURAL AND ARCHITECTURAL_ DRAWINGS. LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM, STANDARD FOR STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN INSTALLED AND IS THAT ACCESSORY, ASTM A213, A153 OR OTHER. COMPROMISED. STRUCTURALLY SOUND. 10. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY 8. ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT CORPORATION OR APPROVED EQUAL THE SIMPSON STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. C. CONCRETE AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, INCLUDING TORQUE, EMBEDMENT, LENGTH, ETC. 11. ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: 1. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: 9. ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE PROPER a. Fb = 2,600 PSI Architect of Record: a. FLOOR SLABS, WALLS 4,000 PSI PERFORMANCE OF THEIR WORK, COORDINATION WITH OTHER TRADES METHODS, SAFETY AND SECURITY ON THE b. Fv = 285 PSI b. ALL OTHER CONCRETE WORK 3,000 PSI JOB SITE. ASES AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD c. Fc (PERPENDICULAR) = 750 PSI I SAAC - RAE 2. ALL CONCRETE WORK. SHALL CONFORM TO ACI 318 AND ACI 301. HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY AND ALL CLAIMS, LOSSES, d. E = 1,900,000 PS 430 Main Street 3. CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JR. FLOOR SLABS SUITS, AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. 2nd Floor SHALL BE CLASS 2. 10. ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALL BE AT THE SOLE Greenport NY 11944 4. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON DISCRETION OF THE CONTRACTOR. ACCEPTANCE OF A DEVIATION FROM ANY REQUIREMENT SHALL NOT BE Contact: Isaac Clay Coffey R.A. DRAWINGS, AT OFFSETS AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. CONSTRUED AS PERMITTING ANY OTHER DEVIATION. NYS LIC#039767 5. CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS T. 347-276-6093 E. clay@isaac-rae.com SPECIFIED IN CHAPTER 12 OF ACI 301. H. ABBREVIATIONS � Project: 6. SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. -- -- r----------- 7. PLACE 1/2" EXPANSION] JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON I'Ir--_-------- I'I �I �Ir---- Town Harbor Lane SURFACES UNLESS OTHERWISE NOTED. THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: III III �' III III II II II II EXT. - EXTERIOR SPECS - SPECIFICATIONS I_ I t L _ _ _ _ _ _ _ _ _ _ _ _ _ I 2080 Town Harbor Lane A.F.F. - ABOVE FINISHED FLOOR _ _ _ - t - - - - - - - - - - - - - _____-- I= = � D. REINFORCING STEEL F.D. - FLOOR DRAIN S.S. - STAINLESS STEEL I I I I I I I I Southold, New York 11971 ALUMINUM 1. BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A615, GRADE 60. ALUM. - FT. - FEET STL. - STEEL III III III III Project No.: & - AND 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A497. GA. - GAUGE T&G - TONGUE AND GROOVE E: 41= = = = = _ _ _ _ = = = = =1�I = = = = = _ _ _ = = = = = alp = == = = _ _ _ ==- - z 41= = _1 IR-02 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING @ - AT GALV. - GALVANIZED TYP. - TYPICAL ili ili Ili Ili BLDG. - BUILDING sear Signature: MANUAL", PUBLICATION SP-66. CMU - CONCRETE MASONRY UNIT CONCRETE GWB - GYPSUM WALL BOARD U.O.N. - UNLESS OTHERWISE NOTED � '�i_ _ _ _ _ _ _ _ ' '�� 4. REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO H. - HIGH VERT. - VERTICAL CONC. - PLACING CONCRETE. HORZ. - HORIZONTAL V.I.F. - VERIFY IN FIELD ili III III III DOUBLE I I I I I I I I 5. PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS DBL. - I.D. - INSIDE DIAMETER W/ - WITH � 1_ _ _ _ _ _ _ _ _ _ _ _ _ _ . _�-= -=e:+-=®-_�_�_ _ _ _ _ _ _ ___ _ = 1= = PERIMETER BLOCKING EA. - EACH = _ LONGITUDINAL BARS 1N FOOTINGS INSUL. - INSULATION W.C. -WATER CLOSET I I I I I I ELEC. - ELECTRICAL I I Ipp Ip I I INT. - INTERIOR WD. - WOOD III III II III R'�©/a� E. GROUT E.P.S. - EXPANDED POLYSTYRENE L - LENGTH, LONG W.H. - WATER HEATERI-_ -_ '�� 'Yf 1. PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING PLATES. LAV. - LAVATORY W/O - WITHOUT �j - '-' - I ] INTERMEDIATE NAILING 2. NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C W.W.F. - WELDED WIRE FABRIC III I I I I I I SEE SCHEDULE 621. GROUT SHALL BE NON-METALLIC AND NON-STAINING. c I- - - - - - - - - - - - - - - ='pE - - - - - - - - - - - - - - - Ili- - - - - - - � - - - - - - - � - - - - - - - - - - - - -Ili SHEATHING SCHEDULE ' 1 SHEATHING SCHEDULE _ _ _ _ _ _ _ _ _ _ _ _ _ _' � �',, 397 �„�O� SHEATHING SEE SCHEDULE OF VN4 LOCATION NOTES NAILS BLOCKING NAIL SPACING LOCATION NOTES BLOCKING SILL PLATE ANCHORS III �I� STAGGER LAPS AS SHOWN PERIMETER INTERMEDIATE cl�l_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _W _ _ ID: - - - - - - - - - - I= = � - - - - - - - - - - - ZIP5/8 II II I II ROOF IOD YES 4° O.C. 12"O.C. 2X6 DOULAS FIR #2 @16" O.C. AND (2) III III STRUCTURALI 1/2" ANCHORBOLTS@36" O.C. AND II- - - - - - - - - - _ _ _ _II _ - II _ _ - _ _ - _ _ _ - - - -I I_ _ Date: Scale: 2X6 EA. OPENING AND END OF WALL E � _ of = = DOE _ �_ _ - - - - - - - - - - - - - - - PERIMETER NAILING AS NOTED @ WITH IN 12" OF BOTH SIDES OF ALL END ' ADVANITECH TYP. 5/8 STURCTURAL 1 SHEATHING ON III I I I I III SEE SCHEDULE Drawing Title: FLOORING 23/32 IOD YES 4°O.C. 12"o.C. PLATES. I I I I a EXTERIOR W/ 8D NAILES @2" O.C. @ III I I I I III GENERAL STRUCTURAL NOTES o STRUCTURAL ] SWl EDGES AND @12" O.C. @FIELD YES sIMPSON HD5A @ EACH END �i1- - - - - - - - - - - - - PANEL N ZIP 5/8 YES 4° O.C. 12"O.C. INTERMEDIATES. 1/2" GWB SHEATING ON i i i I � \ _J ------------N WALLS STRUCTURAL I 8D INTERIOR W/ 8D NAILS #4 O.C. AT PANEL --t�------------J�- N EDGES AND @12" O.C. @ FIELD � Drawing No.: N INTERMEDIATES co SHEATHING ATTACHEMENT DETAIL NOTES SANITARY RISER DIAGRAM DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 EXISTING GUEST BATHROOM ROOF — — I I 6 4"VENT 1 1/2"VENT 2"VENT 9 WC I LAV TIE; 10 11 1 1/2"DRAIN 1 1/2"DRAIN 12 THIRD FLOOR 14" 1 1/2" " 1 1 PROPOSED PARLOR EXISTING GUEST BATHROOM EXISTING PRIMARY BATHROOM EXISTING GUEST BATHROOM WET BAR Revisions - — -F — T- — — - — -4"VENT -7 — — —4"VENT— —I -� — — — — — —I — — — — — T — — — — — -7- —4"VENT —I— Revision "VENT 1 1/2"VENT 1 I1/2 VENT 2"VENT 2"VENT 4"VENT 1 1/2"VENT 2"VENT 1 1/2"VENT Number Revision Description Revision Date I 4"VENT 1 tl 2"VENT p 4"VENT LINE ' 1 1/2"VENT i WC I LAV LAV I TUB I WC I LAV TUB P1112' I RELOLACVTED I I I SHOWER I I ICE EXISTING EXISTING WCTUB 1 1/2"DRAIN I!— 1 1/2"DRAIN 1 1/2"DRAIN 1 1/2"DRAIN 1 1/2"DRAIN DRAIN 1 1/2"DRAIN SECOND FLOOR I 4" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 4" 1 1/2" 1 1/2" 1 1/2" —4" NEW PLAYROOM BATHROOM RELOCATED POWDER ROOM RELOCATED KITCHEN 1/2"CONDENSTATIN DRAIN 4" 4"VENT 1 1/2"VENT 2"VENT 4"VENT 1 1/2"VENT 1 1/2"VENT 1 1/2"VENT PROVIDE SHUT OFF VALVES AND AN ACCESS PANEL AT RISER BRANCH LINE I I THIS APPLICATION IS APPROVED ONLY FOR WORK LAV I WC I LAV RIELOAV. F-1 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL EXISTING CLEAN OUT I WC I SHOWER I FLI r__� RELOCATED NEw OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR I7 I7 NEW DISH RELOCATED DISH REF.W/ICE COFFEE TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 1 1/2"DRAIN 1-*— 1 1/2"DRAIN WASHER WASHER MAKER MACHINE ACCORDANCE WITH APPLICABLE CODES. GROUND FLOOR 4" 1 1/2" 1 1/2 4"WASTE 4 1 1/2 4"WASTE 1 1/2" 1 1/2 1/2"CONDENSATION DRAIN LINES LAUNDRY ROOM EXISTING LAUNDRY ROOM SHOWER — -r -7 — —4"VENT- 4" 1 1 Consultants: 2"VENT 2"VENT 4"IVENT 2"VENT EXISTING SANITARY I I Nathan Taft Corwin III WASTE LINE TO SUFFOLK Surveyor: COUNTY APPROVED SEPTIC I WASHER SYSTEM. Land Surveyor WC LAV RELOCATED P.O. Box 16 SHOWER Jamesport, New York 11947 BASEMENT EXISTING 2" 2" SEWER "WASTE 4"WASTE EJECTOR Architect of Record: PLUMBING NOTES I SAAC - RA E NOTE:AS PER THE PLUMBING CODE,ALL SHOWERHEADS, PRIVATE 430 Main Street LAVATORY FAUCENTS AND WATER-CLOSETS SHALL MEET THE 2nd Floor SPECIFICATIONS REQUIRED FOR THE WATER SENSE PROGRAM Greenport NY 11944 LABEL AND SHALL BEAR SUCH LABEL, OR SHALL BE APPROVED IN ACCORDANCE WITH CODE. ROOF— _ _ _ _ _ Contact: Isaac Clay Coffey R.A. J1; PROVIDE SHUT OFF -T- EXISTING GUEST BATHROOf,4_ — — — — NYS LIC#039767 ALL HOT AND COLD WATER LINES TO BE INSULATED AFTER VALVES AND AN ACCESS PANEL AT RISER BRANCH I----------3/4"HW----------3/4"HW--1 T. 347-276-6093 E. clay@isaac-rae.com INSPECTION LINE -------1 1/2"CW-1-3/4"cw-r---------3/4"CW1 y``�'^ NO PLUMBING WORK SHALL TAKE PLACE BEYOND THE SCOPE OF I I 1 1 I 1 Project: WORK OUTLINED IN THE PLANS. I I 1 1/2"CW I I 1 MAXIMUM FLOW RATE OR QUANTITIY I I NEW NEW EXISTING Town Harbor Lane LAVATORY, PRIVATE- 1.5 GPM AT 60 PSI WC LAV Tub HAND-HELD SHOWER HEAD -2.0 GPM AT 80 PSI THIRD FLOOR I I 2080 Town Harbor Lane SINK FAUCET-2.2 GPM AT 60 PSI Southold, New York 11971 WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE OR I ( , EQUIVALENT DUAL FLUSH I i I I I I Project No.: EXISTING PRIMARY BATHROOM i EXISTING GUEST BATHROOM i R PROPOSED PARLOR WET BAR i EXISTING GUEST BATHROOM I I p-O2 PROVIDE SHUT OFF : I VALVES AND AN ACCESS I L---------, W-- 3/4"HW- 3/4"HW,-- 3/4"HW-- ----------------3/4'HW-- 3/4"HW-- r--3/4"HW--- ------3/4"HW-- -------3/4"HW- ,- -7 PANEL AT RISER BRANCH L------, 1/2"CW 3/4"CW 3/4"CW 3/4"CW 3/4"CW ----------1 1/2"CW- 3/4"CW 3/4"CW ---3/4"CW- -- 3/4"CW 3/4"CW Seal/Signature: LINE I 1 i. i--...-- i--------- I ;---• i--------. i-------�- i-----I-----�... ;---' ..1--------. y I I I 1 I 1 I 1 1 1 1 1 1 1 1 1 HW 1"CW NEW NEW NEW NEW NEW EXISTING RELOCATED EXISTING NEW EXISTING RELOCATED EXISTING W C LAV LAV SHOWER TUB I W C LAV J TUB I H =LMICEAKER I WC -LAV J TUB I tSD A F?o , '� SECOND FLOOR �� Cj Y PROVIDE SHUT OFF I ( NEW PLAYROOM BATHROOM I RELOCATED POWDER ROOM I RELOCATED KITCHEN VALVES AND AN ACCESS PANEL AT RISER BRANCH ------- -- -'.3/4"HW-I 3/4"HW-- -------- 3/4"HW-- 1 -•3/4"HW WT----- LINE -, 1/2"CW 3/4"CW -----.3/4"CW r -------- ---------1 1/2"CW'1—.3/4" - 37-W Z I ---1/2"CW�---- - 11/2"CW-1 Irti I I 1 i I 1 I - ' 397L'? I I I ' I i 1 ,-L--T 1 J E or to NEW NEW NEW WCLAV RELOCATED RELOCATED NEW va WC LAV SHOWER I I LAV RELOCATED DISH REF.W/ICE COFFEE GROUND FLOOR WASHER MAKER MACHINE D I I JUL 10 LAUNDRY ROOM EXISTING LAUNDRY ROOM SHOWER DE SHUT OFF VALVES OAND AN ACCESS I I I T� , .-� Date: Scale: PANEL AT RISER BRANCH --3/4"HW- `��Y j ()I'� AS NOTED LINE r- T----------------�.--------1---1 -3/4"CW -i---;-----i------ ----i----1-3/4"CW; Drawing Title: 1/2"CW 1/2"Cw I 1 I PLUMBING & SANITARY RISER DIAGRAM LO II I I 1 i 1 66 LAV WC LAV NEW N I I NEW NEW I SHOWER T WASHER WASHER N BASEMENT I I I I I I I Drawing No.: O N \ O 00 A\ 1 .,. - - NOTES DEMOLITION PLAN LEGEND: GENERAL NOTES: EXISTING PLANS BASED ON SURVEY 1. CLOSE ANY TEMPORARY OPENINGS IN BUILDING ENVELOPE TO PROTECT NEW AND EXISTING WORK FROM WEATHER, TEMPERATURE & HUMIDITY EXTREMES. PROVIDED BY CANVAS IO, DATED 01/04/2024 EXISTING WALL TO REMAIN 2. DEMOLITION DRAWINGS ARE INTENDED TO INDICATE CONDITIONS THAT ARE EXPECTED TO OCCUR. CONTRACTOR MUST VERIFY SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES DRAWING ISSUE r -- - - 7 BETWEEN DRAWN/SPECIFIED AND ACTUAL CONDITIONS. NO. DATE ISSUED FOR L_ — — _ J DEMO 1 X/X/2024 3. ALL DEMOLITION WORK MUST BE EXECUTED IN COMPLIANCE WITH ANSI A10.6"SAFETY REQUIREMENTS FOR DEMOLITION" (PUBLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE)AND ALL OTHER 2 \ NO PROPOSED SCOPE APPLICABLE CODES AND REGULATIONS IN ADDITION TO CONTRACT DOCUMENT SPECIFICATIONS.4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION AND LAWFUL 4 `— — — ' OUTLINE OF EXISTING HOUSE DISPOSAL OF MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. 5 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING REQUIRED SITE INSPECTIONS TO CONFIRM EXTENT AND COMPLIANCE OF DEMOLITION WORK WITH CONTRACT DOCUMENTS. 7 6. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY POWER AND LIGHTS FOR EXECUTION OF THE WORK. 8 9 7. CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL BUILDINGS, SITE FEATURES AND VEGETATION TO REMAIN INTACT. DAMAGE TO ANY BUILDINGS, UTILITIES, SERVICES, 'VEGETATION AND/OR SITE J-0 FEATURES TO REMAIN SHALL BE REPAIRED OR REPLACED IN KIND BY THE CONTRACTOR TO THE APPROVAL OF THE CLIENT AND THE ARCHITECT. . 11 8. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION. J-2 9. ASBESTOS ABATEMENT AND DISPOSAL OF ALL DEMOLITION DEBRIS MUST COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. Revisions 10. CONTRACTOR SHALL PROVIDE AND MAINTAIN SECURITY FOR THE JOB PREMISES AS REQUIRED BY OWNER. Revision 11. CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES AND OTHER FORMS OF PROTECTION TO PREVENT INJURY TO OWNER PERSONNEL AND THE GENERAL PUBLIC DURING DEMOLITION. Number Revision Description Revisio�Date 12. CONTRACTOR MUST MAINTAIN A CLEAN, SAFE PROJECT SITE AT ALL TIMES. 13. CONTRACTOR SHALL PROVIDE FUNCTIONAL, ACCESSIBLE AND SUFFICIENT EMERGENCY EGRESS ROUTES AT ALL TIMES. 14. REMOVE PARTITIONS AS INDICATED W/MINIMAL DAMAGE TO ADJACENT FINISHES AND CONSTRUCTION TO REMAIN 15. CONTRACTOR TO ADEQUATELY PROTECT ALL EXISTING CONSTRUCTION TO REMAIN 16. REPLACE ALL FIREPROOFING WHICH HAS BEEN DISTURBED OR IS OTHERWISE MISSING 17. PROPOSED WORK SHALL HAVE NO ADVERSE EFFECT ON ANY PUBLIC SPACE, INCLUDING THE PUBLIC CORRIDOR. 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 ACCORDANCE WITH APPLICABLE CODES. 1 A-300 2 — — 9 A- 00 RELOCATE EXISTING ELECTRICAL Consultants: I EQUIPMENT Surveyor: - - DEMO EXISTING EXISTING SEPTIC LINE, PROTECT IN Nathan Taft Corwin III BILCO DOOR PLACE Land Surveyor P.O. Box 16 — — — — — — Jamesport, New York 11947 T7 1I I 1�I1 1° , REMOVE ALL PLUMBING FIXTURES T-4" T-6" 19'-101, AND EQUIPMENT 4'-6" 5'9" _ 2'-8" 11'-8" 4'd DEMO EXISTING WINDOW Sill HL _ �I� 11 d � � � � � » . � � M �(� L NN I I L IEII'I ..., III I I .,.. -•,,.,, I 6g o L J L I I I I °s b N � a / to T-9"CLG �� T-5"CLG DEMO DOOR ——— II Architect of Record: DEMO WALL T-4" NI �- UT-9"CLG T-9"CLG I I SAAC - RA E i I - - r t N III 430 Main Street A�3oo � I II 2nd Floor I r - - - L - - J I DEMO CMU BLOCK III Greenport NY 11944 I EXISTING SUMP PUMP / i I —I WALL M N II Contact: Isaac Clay Coffey R.A. I LOCATION TO REMAIN NYS LIC#039767 ( ) III T. 347-276-6093 E. clay@Isaac-rae.com r- — — , - F � I o N Project: I ° RELOCATE WATER M - - - -I � Town Harbor Lane I iv HEATER I 2080 Town Harbor Lane I I I I I Southold, New York 11971 N I N io Prroject No.: `o 2 7'-9"CLG I IR-02 I Seal/Signature: II N I Q CV 0 io CV 4d II i II I II ILL— Sill H=5'-6" Sill 11i Sill H=5-6" .��. . T-2" 3'-6" 3'-1" T-6" T-6" T-6" 36-1" Sill H=51-6" 2'-2" T-6" [7", 12'-3" Date: Scale: AS NOTED Drawing Title: 0- DEMOLITION BASEMENT PLAN 00 77 00 N N Drawing No.: O M DEOLITION BASEMENT PLAN 1 1/4" = 1 '-011 NOTES DEMOLITION PLAN LEGEND: GENERAL NOTES: EXISTING PLANS BASED ON SURVEY 1. CLOSE ANY TEMPORARY OPENINGS IN BUILDING ENVELOPE TO PROTECT NEW AND EXISTING WORK FROM WEATHER, TEMPERATURE & HUMIDITY EXTREMES. PROVIDED BY CANVAS IO, DATED 01/04/2024 EXISTIING WALL TO REMAIN DRAWINGISSUE 2. DEMOLITION DRAWINGS ARE INTENDED TO INDICATE CONDITIONS THAT ARE EXPECTED TO OCCUR. CONTRACTOR MUST VERIFY SITE CONDITIONS AND NOTIFY ARCHITECTOF ANY DISCREPANCIES F- — — — BETWEEN DRAWN/SPECIFIED AND ACTUAL CONDITIONS. NO. DATE ISSUED FOR L — — — J DEMO 1 X/X/2024 3. ALL DEMOLITION WORK MUST BE EXECUTED IN COMPLIANCE WITH ANSI A10.6"SAFETY REQUIREMENTS FOR DEMOLITION" (PUBLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE)AND ALL OTHER 2 APPLICABLE CODES AND REGULATIONS IN ADDITION TO CONTRACT DOCUMENT SPECIFICATIONS. 2 L NO PROPOSED SCOPE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION AND LAWFUL 4 — _ OUTLINE OF EXISTING HOUSE DISPOSAL OF MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. 5S 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING REQUIRED SITE INSPECTIONS TO CONFIRM EXTENT AND COMPLIANCE OF DEMOLITION WORK WITH CONTRACT DOCUMENTS. 7 6. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY POWER AND LIGHTS FOR EXECUTION OF THE WORK. 8 9 7. CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL BUILDINGS, SITE FEATURES AND VEGETATION TO REMAIN INTACT. DAMAGE TO ANY BUILDINGS, UTILITIES, SERVICES,VEGETATION AND/OR SITE 10 FEATURES TO REMAIN SHALL BE REPAIRED OR REPLACED IN KIND BY THE CONTRACTOR TO THE APPROVAL OF THE CLIENT AND THE ARCHITECT. 11 8. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION. 12 9. ASBESTOS ABATEMENT AND DISPOSAL OF ALL DEMOLITION DEBRIS MUST COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. Revisions 10. CONTRACTOR SHALL PROVIDE AND MAINTAIN SECURITY FOR THE JOB PREMISES AS REQUIRED BY OWNER. — Revision 11. CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES AND OTHER FORMS OF PROTECTION TO PREVENT INJURY TO OWNER PERSONNEL AND THE GENERAL PUBLIC DURING DEMOLITION. Number Revision Description Revision Date 12. CONTRACTOR MUST MAINTAIN A CLEAN, SAFE PROJECT SITE AT ALL TIMES. 13. CONTRACTOR SHALL PROVIDE FUNCTIONAL, ACCESSIBLE AND SUFFICIENT EMERGENCY EGRESS ROUTES AT ALL TIMES. 14. REMOVE PARTITIONS AS INDICATED W/MINIMAL DAMAGE TO ADJACENT FINISHES AND CONSTRUCTION TO REMAIN 15. CONTRACTOR TO ADEQUATELY PROTECT ALL EXISTING CONSTRUCTION TO REMAIN 16. REPLACE ALL FIREPROOFING WHICH HAS BEEN DISTURBED OR IS OTHERWISE MISSING 17. PROPOSED WORK SHALL HAVE NO ADVERSE EFFECT ON ANY PUBLIC SPACE, INCLUDING THE PUBLIC CORRIDOR. THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR EXISTING HEDGES EXISTING HEDGES TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. 1 A-300 EXISTING 2 GENERATOR A-300 :.j." W.i. ._ _.__ ___._ ON CONC. PAD Consultants: Surveyor: Nathan Taft Corwin III F___.„_. T w""_€"" _." — DEMO EXISTING _-T.'. T' _._, BAY WINDOW FOR Land Surveyor 8'-0" y DEMO EXISTING EXTERIOR ADDITION STAIR AND ROOF 'T'" j` "T '` T ' 5'-0" DEMO EXISTING P.O. Box 16 OVERHANG FOR NEW 1 C L 3 ('_..• .... ENTRY ADDITION h BILCO DOOR Jamesport, New York 11947 • 1' ' I .:wry' ' O — —Sill H=2'-6" — p _ T." is , . ` �y``� 10'-2 1/2" 1'-2" 1'-10" 8'-6" 10'-2 1S' � - - - - 2'-10" T-8' 2'-10" T-11 3/4" S- " 3'-11 3/4" 1 -1 Sill I I Sill H=2' � zo _ _ _ _ Sill H= '6" Sill H 2'-6" EXISTING i �—V-10"_4" _ � 1 r I = zo CONNECTOR I I Sill H=4'-4"GUTDMO 1 Sill H=5'-0" J— I \ } 8'-10"CLG EXISTI\NG1 :WORK � - - - - - - - - - \ (p I I I 8'-2" I � GUT DEMO EXISTING KITCHEN,SALVAGE II s'4" LG ( // I i1 I \ $'-2" I �� APPLIANCES AND RETURN I Z \ I I \� TO OWNER �� a. o I I i Sill H=2'-6" — I — ao _ L 8'-10"CLG I I I — F� I I Architect of Record: Sill H=2'-6" r iv I WOK I I `- I p i 9'-9"CLG � JL_=J W \ ( ) I \ NOTE,AREA OF CEILING _ iy \ / % I I I I `� �� DEMO EXISTING TO BE REMOVED FOR NEW I SAAC RA E / \ ` I I `/M I FIREPLACE FOR NEW L STRUCTURAL SUPPORT DUMBWAITER SHAFT _ N 430 Main Street _ L A I I FIREPLACE -I 2nd Floor N I I \ Greenport NY 11944 N DEMO WALL 19'-9 1/2" Contact: Isaac Clay Coffey R.A. _ 3-8 NYS LIC#039767 \ GUT DEMO I 9 1 Exlsrl GANNEX I I I T. 347-276-6093 E. clay@isaac-rae.com d u Project: .7 n E-4:-CLGRTIAL DEMO OF STAIR Town Harbor Lane PA FOR NEW PROPOSED BATHROOM 2080 Town Harbor Lane Southold, New York 11971 2'6" I Project No.: \`\ Seal/Signature: -10 1'-4 3/4" ;gig .. �•3 s; 20-1 I \ \M v ih N � N \ Sill H=2'-2" \\ T-10" 9'-10" 3'-10" 9'-4" 17'-6" N Date: Scale: AS NOTED Drawing Title: n DEMOLITION FIRST FLOOR PLAN rn 77 mmmmmm 00 UP N _ CV Drawing No.: CV O M DE�AOLITION FIRST FLOOR PLAN D � l 1 1/4" = 1 '-0" NOTES DEMOLITION PLAN LEGEND: GENERAL NOTES: EXISTING PLANS BASED ON SURVEY 1. CLOSE ANY TEMPORARY OPENINGS IN BUILDING ENVELOPE TO PROTECT NEW AND EXISTING WORK FROM WEATHER, TEMPERATURE & HUMIDITY EXTREMES. PROVIDED BY CANVAS 10, DATED 01/04/2024 EXISTING WALL TO REMAIN DRAWING ISSUE 2. DEMOLITION DRAWINGS ARE INTENDED TO INDICATE CONDITIONS THAT ARE EXPECTED TO OCCUR. CONTRACTOR MUST VERIFY SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES �— - — — BETWEEN DRAWN/SPECIFIED AND ACTUAL CONDITIONS. NO. DATE ISSUED FOR L — _ _ DEMO J. X/X/2024 3. ALL DEMOLITION WORK MUST BE EXECUTED IN COMPLIANCE WITH ANSI Al0.6"SAFETY REQUIREMENTS FOR DEMOLITION" (PUBLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE)AND ALL OTHER 2 NO PROPOSED SCOPE APPLICABLE CODES AND REGULATIONS IN ADDITION TO CONTRACT DOCUMENT SPECIFICATIONS. 3 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT, GRADING, DEMOLITION AND LAWFUL 4 OUTLINE OF EXISTING HOUSE DISPOSAL OF MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE JURISDICTIONS. 5 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING REQUIRED SITE INSPECTIONS TO CONFIRM EXTENT AND COMPLIANCE OF DEMOLITION WORK WITH CONTRACT DOCUMENTS. 7 6. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY POWER AND LIGHTS FOR EXECUTION OF THE WORK. 8 9 7. CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL BUILDINGS, SITE FEATURES AND VEGETATION TO REMAIN INTACT. DAMAGE TO ANY BUILDINGS, UTILITIES, SERVICES, VEGETATION AND/OR SITE 10 FEATURES TO REMAIN SHALL BE REPAIRED OR REPLACED IN KIND BY THE CONTRACTOR TO THE APPROVAL OF THE CLIENT AND THE ARCHITECT. 11 8. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION, 12 9. ASBESTOS ABATEMENT AND DISPOSAL OF ALL DEMOLITION DEBRIS MUST COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. Revisions 10. CONTRACTOR SHALL PROVIDE AND MAINTAIN SECURITY FOR THE JOB PREMISES AS REQUIRED BY OWNER. Revision 11. CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES AND OTHER FORMS OF PROTECTION TO PREVENT INJURY TO OWNER PERSONNEL AND THE GENERAL PUBLIC DURING DEMOLITION. Number Revision Description Revision Date 12. CONTRACTOR MUST MAINTAIN A CLEAN, SAFE PROJECT SITE AT ALL TIMES. 13. CONTRACTOR SHALL PROVIDE FUNCTIONAL, ACCESSIBLE AND SUFFICIENT EMERGENCY EGRESS ROUTES AT ALL TIMES. 14. REMOVE PARTITIONS AS INDICATED W/MINIMAL DAMAGE TO ADJACENT FINISHES AND CONSTRUCTION TO REMAIN 15. CONTRACTOR TO ADEQUATELY PROTECT ALL EXISTING CONSTRUCTION TO REMAIN 16. REPLACE ALL FIREPROOFING WHICH HAS BEEN DISTURBED OR IS OTHERWISE MISSING 17. PROPOSED WORK SHALL HAVE NO ADVERSE EFFECT ON ANY PUBLIC SPACE, INCLUDING THE PUBLIC CORRIDOR. 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 ACCORDANCE WITH APPLICABLE CODES. 1 A-300 Consultants: Surveyor: Nathan Taft Corwin III Land Surveyor - - - - P.O. Box 16 I � 2 DEMO EXISTING Jamesport, New York 11947 A-300 ROOF OVERHANG — 17'-6" 3'-1" 6-9" V-91/2" 17'-10" - I.- -1" 3'-8" 5'-7" 3'-8" 2'-6" II I 4'-10" 1'-9" 2,4" 3'-8" 5'-8" 3'-8" 2'-6" II II 2" Sill H=2'-2 Sill H=2'-2" _ Ji Siil H=3'-6" Sill H=2'-2" Sill H=2'-2" —17; Eiv N 8'-4"CLG � M 8'-4"CLG PARTIAL WALL DEMO I I T o X XXXXXX I co b� DEMO DOOR w U 8'4"CLG N N N J Architect of Record: EL a0 N '-2" O W (V _ I I _ (D LL 8'-4" _ CLG I SAAC - RAE 0 7 s'a"CLG N 430 Main Street A 300 2nd Floor Greenport NY 11944 M M a'_0., o I �� Contact: Isaac Clay Coffey R.A. M NYS LIC#039767 -- T. 347-276-6093 E. clay@isaac-rae.com LO FIREPLACE 17'-4" o DEMO DOORS N Project: o / iv I I „��n b _ _ Town Harbor Lane �' __ PARTIAL WALL DEMO d �(/// 1-5 3'-2"— r 8'-0" I I 1 7 DEMO DOOR I N ( 1{ 2080 Town Harbor Lane u Southold, New York 11971 � 8'-4"CLG7- Project No.: ill H=6" i I 17'-2" \Y// IR-02 q m 3'- Seal/Signature:2" 4'-0" I 8'4"CLG GUT DEMO EXISTING J DEMO WALLS BATHROOM NEW FINISHES& ——— FIXTURES I? 8'4"CLG C\1 ao �' M N V O i I=I 9'-4" 7'-5 1/2" �nAll Sill H=1'-8" 4'-6" 12'-10" 41-01, S< — iP Sill H=2'-0" 5-2" Date: Scale: AS NOTED Drawing Title: a I I DEMOLITON SECOND FLOOR PLAN N 66 L N Drawing No.: N O DEMOLITION SECOND FLOOR PLAN 1/4" = 1'-011 J NOTES #5 REBAR DOWELS BETWEEN PROPOSED PROPOSED 10"P.C.CONCRETE P.0 CONCRETE WALL AND EXISTING WALL. FOUNDATION WALL DOWELS TO BE SPACED 12"APART WALL TO BE POURED AS A CHEEK WALL STRUCTURAL NOTES: SHEATHING SCHEDULE : 4 HORIZONTALLY AND 16"APART VERTICALY AGAINST EXISTING FOUNDATION SEE WITH 4"EMBED IN A-300 HI IT HYI)200 GROUT TO BIE NG UISED INLL \ DETAIL DRAWING ISSUE KEY NOTE MARK LOCATION THICKNESS NAILS NAIL SPACING EXISTING WALL PERIMETER INTERMEDIATE CONTRACTOR TO VERIFY'ALL DIMENSIONS IN FIELD 1/2"STRUCTURAL GRADE �" "" —'- -- -- -- -- -- -- --- --- -- --- -- -- -- --" -- -- •-- .-- .... A SH-2 WALL • . _ • •. T&G PLYWOOD 10D 4"O.C. 12"D.C. •' }; -'; s ° '_ a ; '• ': :•,: �. 6 1 7/10/2024 Southold Town DOB revisions ® DENOTES SIMPSON HD10A HOLD DOWN AT ENDS OF SHEAR WALLS '- "'"' ""' '— — �"" "' — """"' —" "— '"'" — — -- — — — ( d.. .•: ' _• _, =d; �' •. SH-3 ROOF 1/2"STRUCTURAL GRADE 10D 4"O.C. 12"O.C. DENOTES FOUNDATION ANCHOR BOLTS TO CONCRETE:1/2"0 ANCHOR BOLTS @ 48"O.C.AND WITHIN 12"ALL T&G PLYWOOD • � ., f, , ,� .•' f,:of 5" •: ♦ a •• • 'd' •4 i, L PLATE ENDS d', . � _ _ ,• .: —,., .._. .—. ..,»,. ..,�.. .�.. F..W —... —.. .... �, .... ..—. —.. ._ _ ..._ — — •_.. 4— —a_ ._ d �: ( EXTERIOR STAIR F3j 4 -P STRAPPING NOTE I = -- -- -- --~ -- -- -- -- 5 SPREAD FOOTING :SCHEDULE � � i � � C , 4"CONCRETE SLAB WITH W.W.F.6X6 4"FLOOR DRAIN TO 4"CONCRETE SLAB WITH W.W.F.6X6 6 ON ALL NEW WOOD FRAMED WALLS CONTRACTOR TO PROVIDE: _ _ E W1.4xW1.4 / 7 MARK SIZE(DxW) REINFORCING REMARKS W1.4xW1.4 DRYWELL OVER 4"OF COMPACTED A.B.C. SIMPSON LSTA36 EVERY 48"TO NEW WALL STUDS THIS IS IN ADDITION TO -,d `' < OVER 4"OF COMPACTED A.B.C.AND 2"OF _ g #5 BARS @ 8"O.C. THE SILL PLATE BOLTS AND HD10A TIE DOWNS `.:• ' I CLOSED CELL RIDGID FOAM INSULATION .,��, I ELE.-6"FROM A18"x 18" WALL FOOTING , o, EA.WAY TOP&BOTTOM , ' i •• ( p EXISTING 4 10 •'d 60 SF ADDITION SLAB i • • . ' a 11 e - I CRAWL SPACE • p _ HEADER SCHEDULE : e EXISTING . 't .p'- 12 • w • A 1 -OPENING" 1 WITH NEW 1 • — — — -- — .-- — — _- ..- J 1 PROPOSED o 0 o Revisions MARK SIZE(LxWxD) REINFORCING REMARKS - 1 �• - DOORS H-1 (2)2 X 12" DOUGLAS FIR#1 2X KING STUD 2X JACK STUD d y Number Revision Description Revision Date f - #5 REBAR DOWELS BETWEEN PROPOSED P.0 CONCRETE 1 WALL AND EXISTING WALL. DOWELS TO BE SPACED 12"APART HORIZONTALLY AND 16" APART VERTICALY WITH MIN 4"EMBED IN EXISTING WALL 1 Revision 1 Date 1 PROPOSED PLAN LEGEND: INSULATION NOTES HILIT HYI 200 GROUT TO BE USED IN EXISTING WALL INSULATION TO MEET OR EXCEED NYS ECCC 2020 ENERGY CODE AND TO FOLLOW SPECIFICATIONS AS OUTLINED PROPOSED WALL1. VAULTED CEILINGS INSULATED TO R45 OR GREATER 2. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER 3. FOUNDATION WALLS TO BE INSULATED TO R-10 OR GREATER ® 4. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER EXISTING WALL TO REMAIN 5. SLABS ON GRADE TO BE INSULATED TO R-10 UNDER SLAB. RECOMMENDED INSULATION AS FOLLOWS NO PROPOSED SCOPE VAULTED CEILINGS:4"SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 per inch.WITH ROCKWOOL R23 BASEMENT ENTRY DETAIL PLAN 5-1/2"for total of R49 WALLS: 3"SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH.WITH ROCKWOOL R15 3-1/2"FOR THIS APPLICATION IS APPROVED ONLY FOR WORK PROPOSED ADDITION ( 1 TOTAL OF R34.5 3/8 = 1 -0 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL L---- FLOORS: 3"SPRAED CL4"SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 per inchOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH.WITH ROCKWOOL R15 3-1/2"FOR TOTAL OF R34.5 OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR • SLABS 3"EXPANED POLYSTYRENE INSULATION FOR R12 TO BE CONSIDERED AS EITHER BEING APPROVED OR IN • FOUNDATION WALL:4"SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 per inch. ACCORDANCE WITH APPLICABLE CODES. Consultants: Surveyor: Nathan Taft Corwin III Land Surveyor P.O. Box 16 PROPOSED ENTRY AND Jamesport, New York 11947 EXTERIOR STAIR 2 10"P.C.CONCRETE RETAINING A-100 WALL WITH SITE POURED CONCRETE STAIRS P _ _ .= _ _ _ _ FOOTING ... __ ..... ,_ .... �. -. .-. -. .- — -.. - N€W_'t0:'p;C.,FOL)NbATI0N . r -r' '� T" " NEW CON CK 1_ -J L T,-- 7 •• - • WALL --- -J �, "" - -"" • FLQOR'DRX(N`.Td DRY L�_ NOTE SEPTIC INE OUT II� - CRAWL SPACE 4'BELOW FRAMING ` ' �,6„ ' 19' _ - 3"CONCRETE SLAB W 6X6 WWM 4'-6" + 4 ' •' - lI 6" A, 6 pp .o\. \\....\ \\.. \. \\\ \. \\o.y \. \ ..\ ......�\ .e< .:. . ..\\ \ ...... .\ .< \: \\:\ Li N. STORAGE EXISTING," E - STACKED STACKED T \\\\ E CLOSET W/D W/D SHOWER N 4- 1/4Architect I - - _ - �N - I i ( I of Record: PROPOSED 5 " I L „ - - IDE DO@R-tN- a s I \ EXISTING ., \.. I I I I SAAC RA E INFILL WALL OPENING \,. \ .-. ._.. ._.. -,,. ._._ ._ ._.. 430 Main Street - - - - - - - - - - - - - ._.` L�� 2ndFloor o "` LAUNDRY Greenport NY 11944 i I > COUNTER WITH C = „ I LINE OF EXISTING w TILE i, Contact: Isaac Clay Coffey R.A. CLOSED STORAGE �� ;\\ NYS LIC#039767 c FLOOR _ / \\ ; GIRDER ABOVE \\ cn BELOW \\\ � _ \\` 6-6093 E. clay@isaac-rae.com -- f l\ I : ` DUMBWAITER N, �42"SINK ii I \ 6'8" t� Project: EXISTING SUMP ,-" - PUMP LOCATION TO "� � BE BUILT INTO I /, MILLWORK DHELVES ABOVE \ \ •,,,. " _- �� Town Harbor Lane : \' --��\\;.:: -.. -- — -- -. ..� � � © Harbor Lane MECHANICAL 11� 2080 Town H r - -- -- T-9 1/2" ROOM I ___ � Southold, New York 11971 NEW LIGHTWELLAT - -- -- -- DECK ABOVE II j «„ �� I Project No.: \ L _.u I R-02 II \ CLOSET Seal/Signature: FINISHED ,.. I I BASEMENT -- - - -- - -- -- -- -- -- -- -_ -- -- -- - — -- - — -.� r II ! II I Al •�, O 0 Lo ami I .-. .-. .... ..- .--f 17'-1 1/2" 18'-11 1/2" Date: Scale: AS NOTED DrawingTitle: r" -- — -- -' -" — --� ! BASEMENT CONSTRUCTION PLAN N 36'-1" I 1 � 12'-3" LO C11 48'-4" T� -- -- -- — -- -- ."— —w -w.. N -- I ( Drawing No.: N o .-. — .- .- -- .-. _- ._. -- --j BASEMENT CONSTRUCTION PLAN ',�- - - - - - - - - - -- Am � _ 1 11 _ 11—O" NOTES 12" P.C. WALL CLAD IN H-1 HEADER ABOVE ALL NEW BLUESTONE WINDOW OPENINGS STRUCTURAL NOTES: SHEATHING SCHEDULE : 8X8 P.T. TIMBER COLUMN WITH DRAWING ISSUE KEY NOTE MARK LOCATION THICKNESS NAILS NAIL SPACING GRFC COLUMN CONTRACTOR TO VERIFY ALL DIMEPJSIONS IN FIELD 1/2"STRUCTURAL GRADE PERIMETER INTERMEDIATE COVER 1 SH-2 WALL T&G PLYWOOD 10D 4"O.C. 12"O.C. 7/10/2024 Southold Town DOB revisions ® DENOTES SIMPSON HD10A HOLD DOWN AT ENDS OF SHEAR WALLS mir SH-3 ROOF 1/2"STRUCTURAL GRADE tOD 4"O.C. 12"O.C. DENOTES FOUNDATION ANCHOR BOLTS TO CONCRETE:1/2"0 ANCHOR BOLTS @ 48"O.C.AND WITHIN 12"ALL T&G PLYWOOD / 3 PLATE ENDS BLUE STONE STEPS I I I 1 I I I 4 STRAPPING NOTE ON CAST IN PLACE 5 SPREAD FOOTING SCHEDULE : CONCRETE STEPS 2X6 WALL ON ALL NEW WOOD FRAMED WALLS CONTRACTOR TO PROVIDE: I I ;' I FRAMING I I 1 7 MARK SIZE(DxW) REINFORCING REMARKS 8 SIMPSON LSTA36 EVERY 48"TO NEW WALL STUDS THIS IS IN ADDITION TO EXISTING I I I I 9 18"x 18" #5 BARS @ 8"O.C. WALL FOOTING THE SILL PLATE BOLTS AND HD10A TIE DOWNS FOUNDATION I I I I I I I I 10 F3 EA.WAY TOP&BOTTOM WALL BELOW — — 11 HEADER SCHEDULE : I — --i I SIMPSON HD-12 I — I _ — N 12 HOLD DOWN — �" MARK SIZE(LxWxD) REINFORCING REMARKS 2) 2X10 RIM J IST I, Revisions —_ 2X12 F.J. 16 O.C. H-1 (2)2 X 12" DOUGLAS FIR#1 2X KING STUD 2X JACK STUD ( I I I I I I I I Revision 1'-2" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-1 1/2 I Number Revision Description Revision Date I 12X6 WALL I I I 1 Revision 1 Date 1 60 SF ADDDITIONS I PROPOSED PLAN LEGEND: INSULATION NOTES I I I I I I FRAMING I I 1 INSULATION TO MEET OR EXCEED NYS ECCC 2020 ENERGY CODE AND TO FOLLOW SPECIFICATIONS AS OUTLINED I I I I I I II I I ( I I 1 1. VAULTED CEILINGS INSULATED TO R45 OR GREATER PROPOSED WALL 2. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER w I ! --I SIMPSON HD-12 1 1 3. FOUNDATION WALLS TO BE INSULATED TO R-10 OR GREATER I I 2X10 @ 16 OC I I 1 HOLD DOWN 1 1 4. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER \" EXISTING WALL TO REMAIN 5. SLABS ON GRADE TO BE INSULATED TO R-1 0 UNDER SLAB. .` — —I—— — — ——I— —I — — E_=IE= E E -- --E== E == _== — — = === — G RECOMMENDED INSULATION AS FOLLOWS \\ � �\ ' 2X10 RIM JOIST EXISTING GIRDER NO PROPOSED SCOPE VAULTED CEILINGS:4"SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 per inch.WITH ROCKWOOL R23 5-1/2"for total of R49 PROPOSED ADDITION WALLS: 3"SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH.WITH ROCKWOOL R15 3-1/2"FOR THIS APPLICATION IS APPROVED ONLY FOR WORK 1 TOTAL OF R34.5 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL L————J FLOORS: 3"SPRAED CL4"SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 per inchOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH.WITH ROCKWOOL R15 3-1/2"FOR TOTAL OF R34.5 OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR • SLABS 3"EXPANED POLYSTYRENE INSULATION FOR R12 TO BE CONSIDERED AS EITHER BEING APPROVED OR IN • FOUNDATION WALL:4"SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 per inch. FIRST FLOOR ADDITION DETAIL FRAMING PLAN ACCORDANCE WITH APPLICABLE CODES. 2 3/811 = 11-011 Consultants: Surveyor: Nathan Taft Corwin III Land Surveyor P.O. Box 16 Jamesport, New York 11947 1 2 _ 4 A-300 A-300 P OPOSED A-300 17'-2" V-61/2" 9'-73/4" 19'-91/2" KITCHEN/E CLOSED ENTRY DDITION A 101 r———— ———— —————————————————— — 1 -81/2" 1 8'-6" 9'-51/2" I 1 NEW EGRESS 10 2 STAIR o i~m w I r'o I D W I 1 1 1 '-0 1/2" I 2 1/2" — RECYCLING(x3) . PICES \\\\L ------ ------------ --- c TRASH/ o r• COMPOST U P I tO I I I I 1 I 1 I 3'011 15" L'— — J L — — — J LJWRIDG s.; — — J L — — — J L — — — r O O � � \ o NEW MILLWORK CLOSE \ o W 3'o" 0" ' -10" I MICRO I H '7 �r 0 0 0 --- W INF ARED 1'-3" 2'-6" ( a T �W m Architect of Record: IM, o �O ILL—I SAUNA WOOD& `� PANTRY n ° W o, SAAC - IAA E v NEW DOOR oO E PANDED �i ITCHEN GLASS I �_ LIBRARY & U T 430 Main Street NE LINEN VERTICAL ' PARTITION " t RECEPTION BATHR OM CLOSET, ® — _ = et HALL �' 2nd Floor BET-IN SHEL G �, M port NY 11944 W Green N a z \\ \\ Conte+tact: Isaac Clay Coffey R.A. � NEW CEILING ABOVE AT NYS LIC#039767 NEW INTERIOR WALLS ` z 0° Z Q �\'`"':% :'� EXISTING LEVEL TO BE D.F. STRUCTURAL GRADE 1 I ¢0 " i'o' T. 347-276-6093 E. clay@isaac-rae.com TYPICAL THROUGHOUT 2X6 = PANEL 36"REF. ��\ \. 19'9 1/2" READY REF. W/ICE MILLWORKDUMBWAITER MAKER Project: NEW DOOR %\\' N Town Harbor Lane WMLLIII Town Harbor Lane M PLAYROOMIS 2' 10" Southold, New York 11971 Project No.: UP ` I R-02 z BAYSIDE Seal/Signature: ENTRY \: En RELOCATED T DINING — -W/C -1 IL T r � ' LOUNGE — ! I OA, PARLOR fi C� CV p N 2'H EXISTING LEDGE N UP 3'-10" 9'-10" 3'-10" 9'-4" 4" Date: Scale: AS NOTED � 17's" Drawing Title: 0- FIRST FLOOR CONSTRUCTION PLAN LO 13'-9" 5'-7" 3'8" N T 23'-0" N Drawing No.: 0 N FIRST FLOOR CONSTRUCTIO PLAN _ 1 141 = 1 '-0" UP NOTES CONSTRUCTION PLAN LEGEND: EXISTING WALL TO REMAIN DRAWING ISSUE DATE PROPOSED WALL 10 X/X/2024 ISSUED FOR 2 NO PROPOSED SCOPE 4 OUTLINE OF PROPOSED HOUSE I L _ _ J AREA OF NEW ADDITION 8 9 10 11 12 Revisions Revision Number Revision Description Revision Date 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 ACCORDANCE WITH APPLICABLE CODES. Consultants: Surveyor: Nathan Taft Corwin III Land Surveyor _ P.O. Box 16 Jamesport, New York 11947 1 2 A-300 A-300 AREA OF NEW EXISTING ROOF ROOF FRAMING TO REMAIN ------------- „ AREA OF NEW ;- *► I CONSTRUCTION i (DASHED) 1114 17'-6" X-1" - -9 x 0" 1 - — _. i 10O - NEW EXISTING EGRESS ro o SHOWER - - 'WINDOWS �, Architect of Record: NEW DOOR - NEW WALL I SAAC - RA E M 101-61, '-4 3/4" 5'-11" 8'-4 1/4" GUEST w - 430 Main Street --_- - ROOM #1 2nd Floor a- o -0 _ NEW TUB Greenport NY 11944 Contact: Isaac Clay Coffey R.A. _ EEEE ELOCATED NEW NYS LIC#039767 BATHROOM POCKET T. 347-276-6093 E. clay@isaac-rae.com ' � � DOOR I AN 300 SHELVES N FIXTURES MAKER BELOW I- - 1 -I "' 5 1/2" Project: 12"SINK o 2'4" 15" WINE REF. WET ,; _ � Town Harbor Lane BELOW BAR 2080 Town Harbor Lane ! FIREPLACE 5' Southold, New York 11971 CLOSET i Project No.: I? IR-02 € 2 a Seal/Signature: I NEW DOOR o MILLWORK cv CLOSET i 4'-0" NEW WALLS,TYP. PARLOR & ��RtiO ARc� ROOM #2 GUEST 2 3 4 8 tv�`5 QG� Y EXISTING • _ � BEDROOM _ 1 V OJ / OF N� '1 - EXISTING EGRESS WINDOWS Date: Scale: 12'-10" 4'-0" AS NOTED JL Drawing Title: a EXISTING EGRESS SECOND FLOOR CONSTRUCTION PLAN L0 WINDOWS m 4'-6" 8'-8" DD N _ N 13'-2" Drawing No.: CA O LID &SECOND FLOOR CONSTRUCTION PLAN A� 1 2 l/4 =: 1 1-011 - - NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 X/X/2024 2 3 4 5 6 7 8 9 10 11 12 Revisions Revision Number Revision Description Revision Date _THIRD FLOOD ----- Ulm ® ® m SECOND FLOOR g THIS APPLICATION APPROVED ONLY FOR WORK — A 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 [ILI ®® FE] � F - ACCORDANCE WITH APPLICABLE CODES. E O O _ `OI IConsultants: q r: E] Surveyor: 11117 1 Ell, N _ _ — ' ' _ FIRST FLOOR MAIN HOUSE Nathan Taft Corwin III — � �� Land 8 Surveyor ;� R {� '� • i 4 Box a James o rt1�6N w 77' York 11947 q t = -III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I—! I I=1 I I=1 I I=1 I I=1 I I—III=1 I I=1 I I=1 I I=1 I I—III=1 I I--.--III ( I 11 11=1 11=1 11=1 I I—IIII 11=1 11=1 1 11 1 1f 11=1 11=1 1 11 I I—III—I f 1=1 11=1 I I—III—I 11=1 I I—III—I 11=1 )�3116111 ROPOSED EAST ELEVATION 2 = 1 '-0" Architect of Record: ISAAC — RAE 430 Main Street 2nd Floor Greenport NY 11944 Contact: Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com Project: C Town Harbor Lane ElEJ EJ 2080 Town Harbor Lane THIRD FLOOR Southold, New York 11971 28' 2" Project No.: I R-02 Seal/Signature: SECOND FLO 55 181-811 EIEI C:� : OR o1 �.� 397 �C J _ E ", _ _ FIRST FLOOR MAIN HOUSE FIRST FLOOR ANNEX 8'-8" . .. .. . ..... . . 7 2 �` ;gyp i Date. ale: I ►_ __� - AS NOTED Drawing Title: II f 1=1 11=1 11=1 I=1 i=1 1 1 1=1 11=1 11=1 1=1 1=1 1=1 I I=1 =1 I =1 I IE9 I = I 1=1 I =1 11=1 11 11=--I 11=1 I M I MI I lEd I 1=1 I 1=1 11=1 I 1=1 I =�1=1 I =�1=1�=11 51 1= 151 11=� PROPOSED EXTERIOR ELEVATIONS 0 -I i 11 I =111=111-111-I 11-11 II 1 11 I -I 11-I f I-III-I I =1 I I-III=1 I I-I I- 1 1=1 I I-III-III=1 11=1 I I-I I ► III ► I I-I ► ►=1 I I-► ► I=1 1 1-I ► I=► I I ► I I1 1 I-III-I 1 1=1 I I-I I ►-I I ► ► I {- u, 0 CV _ N PROPOSED NORTH ELEVATION ANNEX Drawing No.: N PROPOSED NORTH ELEVATION MAIN HOUSE 0 04 L0 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 X/X/2024 2 3 4 5 6 7 8 9 10 11 12 HIJ AMEED11 ® ® MEI DAM Revisions — Revision FIPROPOSED KITCHEN/ENCLOSED ENTRY Number Revision Description Revision Date THIRD FLOOR (0 SECOND FLOOR_ THIS APPLICATION IS APPROVED ONLY FOR WORK 18�_$�� 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 [ ACCORDANCE WITH APPLICABLE CODES i `1 . I ❑ ® � � ® ® - 1 i € i{ r min Consultants: M3 f Surveyor: FIRST FLOOR MAIN HOUSE fIm 8'-8" Nathan Taft Corwin III 11111111 Land Surveyor FIRST FLOOR AN XP.O. Box 16 �' .{ a A 's� 7,_2„ Jamesport, New York 11947 = 11=III=1 I =I 11=III=III=III=III=III=III=III= I I=1 I I=11 =III=III= I I=1 = I I=W^I I =I I -III=N 1=I I- =1� F 11=N I-=1 I I-I�-I- i I I= = I I=I I M I I=I I =I I I=III=I ( I= I I= I I= I I= I I=I I=III= PROPOSED BASEMENT ENTRY STAIR PROPOSED WEST ELEVATION 4 3/16" = 1 '-0" Architect of Record: SAAC - RA E 430 Main Street 2nd Floor Greenport NY 11944 Contact: Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com Project: 0 ® Town Harbor Lane 2080 Town Harbor Lane — _ — — THIRD FLOOR Southold, New York 11971 28'-2" Project No.: Seal/Signature: I 0 1 SECOND FLOOR 18'-8" r i 0 0 0 00, 3976�� FIRST FLOOR MAIN HOUSE �F�F Ell co b (J U IFs IFIRST FLOOR AN X 1 7-2 11 Date: Scale: Ito — — ._I - _� _mm ;III;, III III;III III ,;,III III I I I I, III ,;, III;III I I ;, III I I { III;I I I� I I-1 III—III—I I—III—I I_ I—I—I—I I—III—III—I I —III—I I—I —III—III—III—I I —III—III—III—III—I I- As NOTED Drawing Title: E. I-1 I -III-I I-III-1 1- I I I ICI 11-III-1 f -III-1 i1 I -III-1 I -1 I -III-III-III- I I-1 PROPOSED EXTERIOR ELEVATIONS, CONT'D L 0 N N PROPOSED SOUTH ELEVATION BEYOND ANNEX PROPOSED SOUTH ELEVATION Drawing No.: N 0 M 3/16" = 1 '-0" 3 3/16" = 1 '-0" r, AIiiiiiiiiiiiiiiiii 2 nV oil 77 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 X/X/2024 2 3 4 3 1 2 4 rJ A-300 A-300 A-300 A-300 6 7 8 9 2 1 io THIRD FLOOR_ — — _ _ A-302 _ _ A-302 — _ THIRD_FLOOR _ _ _ _ _ _ — — — — 11 28'-2" 12 Revisions y Revision 4 Number Revision Description TRevision Date SEI$OND FLOOR — $OND FLOOR — — — — ®�� Q�SE — 00001 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR €If TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. 1, E i � � - Li t Consultants: FIRST FLOOR MAIN HOUSE Qj i'`i I FIRST FLOOR MAIN HOUSE Surveyor: ®J g�-8i11 — I '.,,'E _.____._._ �7J-8-8" Nathan Taft Corwin III rh FIRST FLOOR ANNEX FIRST FLOOR ANNEX IT T-211 3 Land Surveyor 7-2 P.O. ox I 16 Jamesport, New York 11947 Or ; I t' Y t i; ; i SECTION AT ENTRY SECTION AT PLAYROO 3 1//111 = 1 1_011 3 114" = 1'-011 3 3 Architect of Record: A-300 A-300 I S AA C - RA E 430 Main Street 2nd Floor 3 2 1 Greenport NY 11944 A-301 A-301 A-301 Contact: Isaac Clay Coffey R.A. THIRD FLOOR THIRD_FLOOR NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com Project: ' 11 Town Harbor Lane Hli 2080 Town Harbor Lane HVAC i ATTIC s ACE - — fill Southold, New York 11971 WAyq Project No.: NEW DROPED C ILINGS 11 Ir If fillI R-02 SECOND FLOOR - — — — .W�.� ,., , , ' ;';.; ,.. ..:: _ — — Seal/Signature: �J 18'-'--8 u_ 18-8 SECOND FLOOR � F ' I I NEW 2X6 DROPPED CEILING FRAMING I :, � � 1 2'-10" NEW 2X6 INTERIOR WALL I 3'-6 1/2" 6 I I BUILT IN MILLWORK �DAp*`»' I I I � �► . I FIRST FLOOR MAIN HOUSE® FIRST FLOOR MAIN HOUSE — i / / — _ I — _ �� 6 81 8,1 — ® 8�8„ — 97 y4 I / I FIRST FLOOR ANNEX -FIRST FLOOR ANNEX I OF t 71-211 LJ Date g Scale: j AS NOTED , . , / Drawing Title: a SECTIONS M N _ N SECTION AT PLAYROOM 2 SE114. 'CTIO�NA�T PLAYROOM 1 Drawing No.: co 1/4" = 1 1_�11 1 ur; NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 X/X/2024 2 3 PROPOSED CEDAR SHAKE PROPOSED CEDAR SHAKE PROPOSED CEDAR SHAKE 4 ROOF 18"CENTIGRADE ROOF 18"CENTIGRADE ROOF 18"CENTIGRADE 5 PERFECTIONS PERFECTIONS PERFECTIONS 6 7 CEDAR BREATHER CEDAR BREATHER — CEDAR BREATHER 8 9 VAPOR BARRIER VAPOR BARRIER — VAPOR BARRIER 10 3/4" PLYWOOD 3/4" PLYWOOD 3/4" PLYWOOD 11 12 - -- _ _ ID INSULATION 2" RIGID INSULATION 2" RIGID INSULATION 2X12 RAFTERS @ 16"O.C. ReVISIOnS 2X12 RAFTERS @ 16"O.C. Revision 2X12 RAFTERS @ 16"O.C. \ 12"COMFORTBATT 12"COMFORTBATT Number Revision Description Revision Date Tj� THERMAL BATT THERMALBATT INSULATION INSULATION 12"COMFORTBATT THERMAL BATT INSULATION 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 ACCORDANCE WITH APPLICABLE CODES. 2x6 WOOD WALL FRAMING Consultants: SECOND FLOOR SECOND FLOOR SECOND FLOOR 18'-8" V7 18'-8" 18'-811 Surveyor: __. EXTERIOR WOOD Nathan Taft Corwin III 4 S DTNGOR WOOD SIDING y Land Surveyor e o o P.O. Box 16 Jamesport, New York 11947 0 ,-.i t,....f L..... 2X6 CEILING 2X6 CEILING 2X6 CEILING JOIST FRAMING JOIST FRAMING JOIST FRAMING GYPSUM CEILING GYPSUM CEILING 3/4" PLYWOOD GYPSUM CEILING VAPOR BARRIER o VAPOR BARRIER o 2"X 10"WINDOW 3/4" PLYWOOD HEAD SUPPORT 2x4 WOOD WALL 2"X 10"WINDOW FRAMING HEAD SUPPORT GYPSUM WALL FINISH I � 4 11 11 HEAD SUPPORT Architect of Record: 41 SAAC — RAE I 430 Main Street oor Gre nlport NY 11944 Contact: Isaac Clay Coffey R.A. 5 ' NYS LIC#039767 INTERIOR DOOR ' T. 347-276-6093 E. clay@isaac-rae.com SEE DOOR SCHEDULE 'g Project: I Town Harbor Lane l I 2080 Town Harbor Lane a ' Southold, New York 11971 Project No.: %G (2)2X6 WINDOW IR-02 SILL SUPPORT (2)2X6 WINDOW SILL SUPPORT Seal/Signature: VAPOR BARRIER 2x6 WOOD WALL 5 1/2"THICK COMFORTBATT FRAMING VAPOR BARRIER THERMAL BATT INSULATION R23 2x6 WOOD WALL WOOD FLOORING 3/4" PLYWOOD FRAMING WOOD FLOORING 'C;SDAR 5 1/2"THICK COMFORTBATT WOOD FLOORING THERMAL BATT INSULATION R23 F I REST FLOOR ANNEX.' 7I 21ST FLOOR ANNEX FIRST FLOOR ANNEX FLOOR JOIST EXTERIOR WOODEN DECK 1 • FLOOR JOIST PRESSURE TREATED PRESSURE TREATED �•�` 3976� W/ANCHOR BOLT ri. _ W/ANCHOR BOLT �`� -1 .a• OF�LV' FLOOR JOIST FOUNDATION WALL n : FOUNDATION WALL —III—► 1 1 I _ a• I i l=1 I I-1 1 I-i I __I I — _ _ _ _ — ' , . _ I I I II I—I �'.� . � III I I—i I I—III—III I I—III—III— I I I I— I I—III— I I—III—III- —! I I—III—III— I I— � •'...�a. I—III—I I — I I_ BITUMOUS WATERPROOFING BITUMOUS WATERPROOFING Date: Scale: AS NOTED Drawing Title: III- I ICI I I-1 I— `I 1=1 I 111=1 111 I I-1 I I-1 I I- I I-1 11 _ III_=1 11=1 I I—I I 1-� -' " � ,• � •- -_ -� , 11= - - I I—III I I—I I ! I I_I I —III—III—I I —I I _ _I I—i I I—! ( —I I a ` d .I 11 g 1— I I_I I F9 I 1 I _ _ _ WALL SECTIONS _ = 6" FOUNDATION DRAIN _ _ _ 6" FOUNDATION DRAIN —III—III—III—I ! I—III—III—III—! I I—III— ! ! I—III—! I I—III ,a °� " .�e,• a- �-.`_,. �,�.._. ��.�—_ __ N I I — —i N Drawing No.: C11I 0 N (70 WALL SECTION AT PLAYROOM 3 WALL SECTION AT PLAYROOM 2 WALL SECTION AT PLAYROOM 1A� 301 3/4" = 1 '-0" 3/4" = 1 '-0" 3/4" = 1 '-0" NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 X/X/2024 2 3 4 5 6 7 8 9 1 10 11 12 _...-_..._._.._-...-.._-.._-....-...M.__.._-._..........M................._ Revisions Revision ` ! Number Revision Description Revision Date I; I I It 1 1 i I THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL � PROPOSED CEDAR SHAKE PROPOSED CEDAR SHAKE i OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ROOF 18" CENTIGRADE ROOF 18" CENTIGRADE ? TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ! PERFECTIONS PERFECTIONS ACCORDANCE WITH APPLICABLE CODES. CEDAR BREATHER CEDAR BREATHER ..i.._. .- _. .i_.F . -- :f-._ VAPOR BARRIER VAPOR BARRIER �...i . .?. _-: i___- I i..,.i: Consultants: f .. .._ i...r..�- 1 -- /4� /4 PLYWOOD ' " PLYWOOD _ 2 RIGID INSULATION 2 RIGID INSULATION —Surveyor: :—I t 1 l , '€ Nathan Taft Corwin III 2X8 RAFTERS @ 16"O.C. X8 R TERS @ 1O.C._ _ __ Land Surveyor 8"COMFORTBATT 8"COMFORTBATT P.O. Box 16 THERMAL BATT THERMAL BATT Jamesport, New York 11947 SECOND FLOOR INSULATION SECOND FLOOR INSULATION Q� 18'-8" VENTED SOFFIT VENTED SOFFIT JOIST 2X6 CEILING 2X6 CEILING FRAMING ' � -; , `- JOIST FRAMING f GYPSUM CEILING_ GYPSUM CEILING VAPOR BARRIER VAPOR BARRIER �...,_.;. - . .......... _...i ...._: ._.... , 3/4" PLYWOOD ..-. 3/4" PLYWOOD 2X8 ROOF RAFTER 16" 5 1/2"THICK COMFORTBATT 2x12 WOOD WALL 5 1/2"THICK COMFORTBATT O.C. TO MATCH EXISTING THERMAL BATT INSULATION R23 FRAMING THERMAL BATT INSULATION R23 ROOF EXTERIOR WOOD SIDING GYPSUM WALL FINISH EXTERIOR WOOD SIDING t i ' �2"X 10" DOOR L .. .; 2"X 10" DOOR HEAD SUPPORT HEAD SUPPORT I Architect of Record: SAAC — RAE -- 430 Main Street 2nd Floor EXTERIOR DOOR Greenport NY 11944 Contact: Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com Project: i I I Town Harbor Lane i _� _ L E EXTERIOR DOOR 2080 Town Harbor Lane i ( j Southold, New York 11971 I II I Project No.: - I R 02 i A.A__ _......_ iea/Signature: i .- Si ( I WOOD FLOORING i WOOD FLOORING C f I ! I I FIRST FLOOR ANNEX FIRST FLOOR ANNEX I _ �. . -211 IL P.C. STAIR CLAD IN BLUE ! •Qd p O O O STONE TILE O O FLOOR JOIST EXTERIOR WOODEN DECK PRESSURE TREATED.- PRESSURE TREATED -W/ANCHOR BOLT' W/ANCHOR BOLT �976±`-�w11„�O m a . - a d s i• 11 11 �QF�GVv i e d.♦,. d-a ,ed' is _ 4• `, 4 � FLOOR JOIST d , FOUNDATION WALL 'A, n FOUNDATION WALL e ae d e q —III—III—I d.°' e d♦..e•;..t. �:.� • a.� ��• ♦ A--III-1 I1 I _---I 11,-1 �Y . d � ♦� _�o- ,e-i I I I—III—I�- _I—III—I I —I° °�a. d.'_ —I I _I_I I I—III—III—III—III_ �de `�_ P.C. STAIR GRADE BEAM Y.; ;g, d'•qz BITUMOUS WATERPROOFING - BITUMOUS WATERPROOFING •°• ; ♦- I I—III—I I _III—I I r., _ I I _ -III—I I—III—III—I I —III .,�- � I— I I— a,ed; — I I—I I—III— I I—I I ;4♦. ' III—III— I I—I I—I I I ° —I I I—III—IIIIII—III—III_' r Date. AS NOTED I=III—III �' ' ♦ III—I ( (—) I — �d� Drawing Title: . d_ III— I —III ♦ -I II I I II I —III ; �• i g �_ -III—III—I d -;d III— I I—III—III—I I—Iofµ °` ♦ •�♦ I I—I I _I I—I I ♦ .d ^ I _—_ _ e _ -;` _ —_ _— —_ _ •. � ,� - ( I I (—III ) ( I I=I - .- .. ' - .- -�' ` �� WALL SECTIONS ♦ e %` 6" FOUNDATION DRAIN N _I—III—III I I —I I I —I IIIIA-: ' ' ,� - e, ._ • :a III—I I —I a .; -I I ( III I I—III—III _'�_' d �♦ a. a , -III—III—I e — —I I — � — I I—III—I —I • ° I I—III—III—I I—IIII I _ . - __- .. ♦d�� ,�- j i€—€ € €—f € €—f f €—€i€—€i€ f If €—€i€—f € € f € € € € € €i f—€i f—€ € €—€i€—f i f—€ € f—€i€—€i€—f i€— _f N Drawing No.: N C. N M WA�= V L SECTION AT ENTRY 2 ALL S�ECTION AT ENT�RY�l m111111111302 2 3/4 _0" &��3/4" = 1 '_0" -o' NOTES 0' 2 1/4" 0'-7 1/2" 0' -2 1 4" 1/2"BITUMINOUS EXPANSION JOINT DRAWING ISSUE _ N o _�•�------��_ 1/2"X5-1/2"X 12"STEEL BASEPLATE NO. DATE ISSUED FOR ANCHORED TO SILL AN CONCRETE 1 05/03/2022 SUFFOLK COUNTY REVIEW iv HSS 5-1/2"X 3/8"STEEL COLUMN FOUNDATION WALL WITH HILT[ 1/2 IN. o X 5-1/2 IN. KWIK BOLT TZ2 USE HILTI 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 1 r HY200 EPDXY EMBEDMENT 3 09/23/2022 SUFFOLK COUNTY REVIEW 3 0 HENRY BLUSKIN WRAP - 4 0- —- — -4 5 6 MILL VAPOR BARRIER 6 2"RIDGID LID °" INSULATION 0'-4 1/2" ,0'- 10.' 1/2"ZIPP SHEATHING o o -5 1/2" 1/2"X5-1/2"X 12"STEEL BASEPLATE — •' : -� 4"COMPACTED A.B.C. �0'-0 1,0' -0 1/2" 5X 1/2"HSS COLUMN ANCHORED TO SILL AN CONCRETE 1 Hill I= ••• •` d ~ ^ ° IIII= 2X4 PT FURRING FOUNDATION WALL WITH HILTI 1/2 IN. - X 5-1/2 IN. KWIK BOLT TZ2 USE HILTI G HY200 EPDXY EMBEDMENT 1111 =I 1/2"BASE PLATE HILTI HY200 EPDXY ANCHOR TO 2'-0" --- #5 BARS HORIZONTAL 8"O.C. FOUNDATION WALL 5 1/2"EPDXY EMBED I I=)I I I= =I 11= 3/4"SIDING f _ I I N IIIII=1 II I— o - ---- — �' $ HSS COLUMN TO SLAB PLAN DETAIL 7 HSS COLUMN TO SLAB SECTION WATERPOOF STUCCO = j OR STONE SIDING Scale: 1 1/2" = 1'-0" Scale: " _ ' " �j TBD BY OWNER n 1'-0"- = '_' + 1 1 -0 W IIIII-IIIII-IIIII _I I I_I I I I I—III � . �, �'r. ,": '��•'�_• e d.. IIII— I I_ I I -0' -6 1/2" Z — I I—III 1=III r - 4• 0'- 11" 0'- 11'1 11_011 0 v i I 10 0 _8 2 1 'o _3" W 4"mi — � a FLOOR FRAMING SEE FRAMING PLANS RQ, 1=1 —_ Z rTHIS APPLICATION IS APPROVED ONLY FOR WORK BITUMINOUS = _ _ - 0' -411,WATERPROOFING ; _ #5 BARS VERTICAL 12"O.C. INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL = =°• ' = , ---------------- ---- - OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 4"min • TO BE CONSIDERED AS EITHER BEING APPROVED OR IN a. 0'_6"' 0611: 1 —__` ° AMES BRAND BLUE MAXo STAIR TREADS BEYOND w ----- � =III I=IIIII=I I , . `; ••; 1 WATERPROOFING ---------------- - �.:.. ; • '� :d _ —� — °t #5 12"O.C.TIE TO = 2"RIGID INSULATION ^, #5 BARS VERTICAL 12"O.C.CONTINUOUS FOUNDATION WALL REBAR a•. Consultants: 0' 0'9'1-IIY202"5 102"0 'I/2" _ - = :•' - — — _ — — L- - - IIII= 1 II=III _ --------- It— _ : ' ., •� _ _ ° ' . r = 1'THICK P.C. STAIR TREAD a III 1=IIIII=1 I I I I ', - •% o #4 BARS HORIZTONAL 12" I—IIII III Hill I=IIII x �\� =IIIII=IIII=I I 4' O.C.TIED TO VERTICAL °� a °' I _ _ _ #4 BARS HORIZTONAL 12" o Q' p = — _ O.C.TIED TO VERTICAL 0 0' -2 3/4" III 1- I I- III = - -_ _-� =_ Ill : III -IIII-_=_=__ _ #5 BARS VERTICAL 12" z - '_ _ O.C.TIED TO VERTICAL =1 I I—IIII I—III ° I IIII I III I I I I II I _ -- III I_ 11= 1 I o #5 BARS VERTICAL 12" W.W.M. 6X6 W1.14X W1.4 • ° =0'-4_ 1/4" E _ a; EQ EQ�,,,21 =1 II=1 I I— O.C.TIED TO VERTICAL #5 PINS HORIZONTAL MIN 6"EMBEDD INTO 1 •=1 I I I =)I I I— I I I=1 I I d _ _ = I— I TOP OF FOOTING 3'BELOW + + + ADJACENT WALL GRADE TYPICAL z I III I=I ,,, _EQ EQ Q 0' -4 1/4 #5 12"O.C.TIE TO FOUNDATION WALL REBAR . .s_' ,O, • . -I I = IIII=I I 11= I I I I-I I L M U _d — '- �E ".a= -" ''°"" ' `E-�— 6MILLVAPORBARRIER 0 -211 ` III=I =11I —IIIII—IIII—IIIII� HSS 5-1/2"X 3/8"STEEL COLUMN I = ; ' a - •o• a' $ o.• — = 1— I • d ^ N — —1 I I I =1 III =IIII=1 I I=1 •� Iw I=1 I I I III 2"RIDGID INSULATION o • ♦ =III—IIIII=I_= II =III I I=1 I1=I II I r1 °•• ' CI Id I1-11I— II d c , d • ' . ° ✓G I=IIIII= I I I I IIIII=1 I I I I I I =IIII I I I I �-�� 2'_011 W —IIII x — - • � , . 4"COMPACTED A.B.C. -, • � — + + _o I .: �..; ;• ' ? 4o. a : . w• • . = III-1I=1,1 I i 1I=1 I I=1 I I -_ —I I = I I I= III F I —� 'e ° �< .,� ;�• ,�. . «- COMPACTED All.B.C. MIN- —I ---1-=— ---�--_ — ¢ IQ °• a -. _ G Q —_=1 I I I =III 1=I I I I a •• IIII— III = 1=1 I I— I I I=IIIII=i I I I I—IIIII=I I I=1 I I I =IIII 1=1 I I=IIII 1=IIII 1= III =_ —_I W I I I ° • — 1= 1 IIIII III --•,' .'• I I _ I I =11 I — I I—IIII _I I 11=IIIII— I = I I _IIIII—IIIII I i III - I I I I_I _ I — _ Q 1/2"X5-1/2'X 13-1/2"STEEL BASEPLATE — ANCHORED TO SILL AN CONCRETE I I , —_I= I I =1 I I I=III 1= I I = III 1=IIII=I — I I=IIII 1= IIII=I I I=IIIII Architect of Record: p 4 COMPACTED A.B.C. MIN _ FOUNDATION WALL WITH HILTI 1/2 IN. 1 =III—_=IIIII=1 I I— 1 =IIIII=IIIII=I I►I I=IIIII=III= I=1 I l i —IIII= IIII=IIIII=IIII= III= 11 = IIII=IIIII=IIII=IIII=1 o _ HY200 EPDXYIEMBEDMENTSE HILTI Q _ _ _ _ _ = I—IIII = G e• ' I = _ _ _ = 1= I =1 _ I SAAC - RA E I I —I I I— III _IIII— I _ _ _ _ III _I�I—I I II I_ I I— III _I�—�I_ it _ I I_ III I— III _I I I_ I _ III I_I III I_ II I I_I I I_I III II _—_—= III - i - I-III-1�- IIII-IIII-IIIII-1I - - - III-IIII- IIII-III- IIII-III- I I=IIII -1 I - I I- III -III I - 1- IIII- IIII-III I =IIIII- III=11 11575 Main Bayview Road Z I I I-IIII=1 i l - 11 -11 1=IIIII-IIII -1 I I-IIIII- I I -III=IIII -IIII-III - Southold, NY 11971 N —IIIII—I1111—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—II111—IIIII-11 x Z 6 HSS TO RETAINING WALL PLAN DETAIL 5 HSS TO FOUNDATION WALL DETAIL 4 CONCRETE STAIR SECTION Contact; Isaac Clay Coffey a Scale: 1 1/2" := 1' 0" Scale: 1" = 1'-0" Scale: 1" = 1' 0" NYS LIC#039767 w a T. 347-276-6093 E. clay@isaac-rae.com Z J J W a Project: U LLU- 4' Town Harbor Lane 0' - 10" 0'- 101, 0'- 101, 1'-0" 0 , BITUMINOUS 2080 Town Harbor Lane w 4"min 4"min 4"min WATERPROOFING _I 4"min a. IIIII=1 I I I I=1 I I I I I —IIIII=1 I I I I=1 I I I I=1 I I I IIIII=1 I I I I=1 I I I I—= —IIIII=1 I I I I=1 I I I I=1 I I I I=1 I I I IIIII=1 I I I I=1 I I I I _ Southold, New York 11971 =III- I-III =1 ,- , - ---------------------_ _ _ I-1I = III =11 = - III-IIII =�1- I1-IIIII-_-III 1= 1- -III =1 I I-III Project No.: =III= III = I I EQ, E° - - #5 BARS VERTICAL 12"O.C. III 11= I— III = I IIII=III 1= IIII=1 I EQ° EQ —IIIII IIII—IIIII= I 1-1 I I IIII =1 1= I I EQ•' EQ w d o —\o _ _ a AMES BRAND BLUE MAX IR-02 I� , —AMES BRAND BLUE MAX x '_ = '' •° •• WATERPROOFING — WATERPROOFING - :' R TREA l l='III 1= = IIII=1 I I I I- I I- I;.. I I I-►III 1=1 I I I--1 I I =_I= - Z . STAIR TREADS BEYOND— Seal/Signature: W II=1 I 1=II = I I( :�;' a : , - I= I= III = ( I I I=1 I (I=1 I I I 1=1( I r� —#5 BARS VERTICAL 1 ';O.C.; I I= I 2"RIGID INSULATION = _ .sf #5 BARS VERTICAL 12"O.C. _ _ _ ________________ _ Sin ' x n ?, Hill °J #4 BARS HORIZTONAL 12 _ — °'�. —IIIII—IIIII—IIIII— CONTINUOUS _ =IIII 1= I=III =1 ,,.�._. . :• O.C.TIED TO VERTICAL -+ =_�— —IIII =1 =III IIIII=IIII= III I I ° • I I I= III =_ Hill I=IIIII= I I =1 I I p, °2• d I_— —_IIIII—IIIII—IIIII—IIII= I _= I =_ °L d - , ' 4 BARS HORIZTONAL 12 - I I I 1 o • ,, - •, '. _ o #4 BARS HORIZTONAL 12" _ _ _ �: 'Y : e••, j,Q ..•',' , < 1 _ _ _ — �' O.C.TIED TO VERTICAL =1 I I I =�I= III =1 'cn I I I= III-1 I I =1 I — =I I I= III 1=I 11= ♦ '•.. : I IIII-1 l I l I-1 I I 11-1 I I I — I 11= =IIII —1 I=1 I 1 O.C.TIED TO VERTICAL W _ �` ° •,n _ 1'THICK P.C.STAIR TREAD _ _ _ _ _ _ _ •°' :•.a IIIII=1 I I 1=IIII-1 I I I = ;:_ V : =< E N-I I I—I 11 I 1—III 11—III I I I-III- III -I =, _' I— I I-I III -1 I I I- I I -I I -III IIIII-IIIII-I_I -. ° #5 BARS PINS EACH TREAD 6 I _ .• ♦' .. v� - 4 EMBED MIN . : • o ',: ,Gj G Y C —IIII _III I=1 II =1 d' �, a:, Y' A; <♦. - • ' :• ,' •: IIII=II I_IIII I- III —III I— _ III—IIII — I—IIII —I I I— = III= I I— II d N • `' _o_ - -- ° " < 1 I 1—IIII = _ - • - _ 15'BARS VERTICAL I= _ . -♦- W.W.M. _ W W M 6X6 W1 14X W1 4 p ----o a . ---- _o_ I -• o #5 BARS VERTICAL 12" - — 11— •^,-. —IIIII—IIIII—I — x I#5 BARS VERTICAL 12" I I I 1 I 7 •.° - 0 IIII I I —I I 1 I I=I III— = I= ' _ _ O.C.TIED TO VERTICAL—=_ _ , - „ O.C.TIED TO VERTICAL W _ _ _ — I — II °' -7' •' 7 I I—IIIII=IIIII—III — III— I-1 -° 1 -0 0 C TIED TO VERTICAL— I— -- +'— _•, • I 1 ♦a o III I-1 IIII II 1=)�I 12 EQ = IIIII— —IIIII— _ _ _ — — _ __2„� 01_211- I I III 11 9 : EQ "• — Q 0 4 1/4"= I I I-I I I I-I I I I=0'-4 1/4" E _ : EQ :EQ_, ,I I I —IIII —IIII III I I IIIII— III 1 EQ :;EQ' -• = Q 0'-4 1/4"=III I- 11 I I— I I —III IIII—I -a I =EQ _ EQ. :• Q 0'-4 1/4" tn —1 I I I I=1 III = —_ = I 1=IIIII— IIII= III • I I =11 I II= 1 I I — —III 1 I= — : . , -- IIIII 111 I I I II I I I I I III ; 1= ;'a- ;�-�--' -�•�- °�-7. °i%F;� 6 MILL VAPOR BARRIER C7 _M C1 = ' •" av--� ✓ 1 _ ¢ • > ° I d =c7 (� d 5 BARS HORIZONTAL 8"O.C. 1 1 I =1 1 I I I I I Itn w I a G G :: °� Lu -O w ♦ d t 1=11 —111 1— — — , d V ^ t- , r III � I I - � 2"RIDGID INSULATION J —=1� �. :• �:' •..:� .:d-•!A.I —d III—� :• II;• �- ' 5BARSVERTICALI2" - IIII— S'• ;,- �: '• ..s —d _ d. a - I I I=LU I= III JJ d "� ` G J o o_ ` • d .°' +� I AIL I =I I I I 1 I —w I—I I ` ;'• O.C.TIED TO VERTICAL I I d'' % f o 4"COMPACTED A.B.C. to I 1)-:- I, •• _- - d- ). IIIII IIIII IIII I I I IIII I I _ ° d- 1 [— d - l rr 1 • , - _III a >CCII °•. _ °-1 C Ng: III = II a IBC =� }_ d I I— II —II —oi I •'• e� ,.. as• a 9 G —_ "COMP4"COMPACTED A.B.C.MIN' —I :^# `• Date: Scale: t2' -O y v�_rcv G, Svc 1 vc �v , v q �J � At 2' -0" ` c J v ¢ �. I = J U� ' uc2' -0"c• -, > � 4„COMPACTED A.B.C. MIN III- i d .. °•; �- + ^ IIII=I I =1 o I I I=1 I I I I=1 I I I ---- AS NOTED = • _ IIII-IIII -IIII-I I I I I a G G o a t. . • ;• ., d I Drawing Title: G G G_ ..rt. _� _—=_ G 9 .,. I IIII- I - III -11 I II .� � ...�, ....�,�,�,��,�, ..�,.. �,�� ,� �,;�, II I-IIII -IIIII-1111-IIIII= WALL DETAILS N =IIII =_—_—___—_—_—_--------------_--_— —_ _—_—= I I =1I 1 =IIII= G ST G G I= I11 I=I I I I 1= 1 1=IIIII=1 N IIIII=1 I I I I=l I I I I=1 I I I—=1 I I I I=1 I I 11= I I= IIII=1 I I I=1 I I I I= IIII=1 I I I I= III 1= I I =1 I I I I=1 I I I-1 I I I=1 I I I-1 I I I =1 I = III =1 11= I I =1 I I I= III = 11 =1 I I I= IIII— I I = 11 =1 I I III =1 111= I I I=1 I I I=1 I I I =1 I I 11= Drawing No.: IIIII=11I 11- III-1 -III- III-1 I I1-IIII 1-IIIII=1I I I- IIII- 1-IIIII-IIIII-11I I =III =11 I-11I I I-11I - - IIII-1 I =_=IIII -1 I I I-III -1I I-1 - =I = 1= _ _ —_ ____________________ —_ —_ —_ Ed _ —_ _— _ _ _ I ___ ___ _I I I—IIII I—III I I— II —III I I—I� cliIIII=1 111- I I =1 I I IIII-1 111- II -1 III I=1 I I I =1 I I I-IIII =IIIII-1 I I I I= IIII=IIIII-1 I I I I-1 I I I- III- 111 I-1 I I = _ _hill I IIII—III _II III I I I I_II III I I—I II III I I I III I IIII—IIII— I I _ I III— I I I I_I I I_ I I I I—III I I— III —IIII_ N —IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII — —II111—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII— —IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—IIIII—II111—II111—IIIII—IIIII—II M �- 10" CONCRETE STAIR SECTION 10" RETAINING WALL 12" FOUNDATION WALL 3 Scale: 1" = 1'-0" Scale: 1" = 1'-0" Scale: 1" = 1'-0"