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Home My WebLink About52561-Z 5a5 J �I �.s 77 GENERAL N07EES777 . THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY L THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE,AND ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE THE ARCHITECT SHALL ASSIST THE OWNER IN FILING AND OBTAINING ALL LOCAL BUILDING DEPARTMENTEl LRE I ENC MEN INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER APPROVALS FOR THE CONSTRUCTION DOCUMENTS OF THI5 PROJECT. ALL FEES RELATED TO THIS Innni APPROVAL PROGE55 SHALL BE PAID FOR BY THE OWNER. UPON BUILDING DEPARTMENT APPROVAL, AND LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE PROGURIN6 A BUILDING PERMIT, THE GENERAL CONTRACTOR 15 NOW RESPONSIBLE FOR THE TAKING OUT ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL AND PAYMENT FOR ANY ADDITIONAL PERMITS AND/OR RELATED FEES REQUIRED TO SUCCESSFULLY COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. COMPLETE THE PROJECT UNTIL THE "CERTIFICATE OF OCGUPANGY" 15 SECURED. IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION 2 CONTRACTOR SHALL PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLIGA13LE CODES, CODE OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I AMENDMENTS, STANDARDS, RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: ANYWAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING LOCAL ZOTlIN6 ORDINANCESMEN ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION'ALTERED BY' FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE LOCAL BUILDIN6 DEPARTMENT REQUIREMENTS 710 OLD - HADF, ROAD THE NEW PORK STATE RESIDENTIAL GORE - 2020 EDITION SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (2018 EDITION) LAW ARTICLE 147-ARCHITECTURE,SECTION 307) 3 THE CONTRACTOR IS RESPONSIBLE FOR "METHODS AND MEANS OF CONSTRUCTION". ISSUANCE: 4 CONTRACTOR SHALL PROVIDE, AND BE RESPONSIBLE FOR, ALL NEGE55ARY CUTCHOGUEwNY 11935 NO. DATE: DESCRIPTION: 5HORIN6 AND BRAGIN6 AS REQUIRED FOR THE SAFE INSTALLATION OF HIS WORK. J 1. 10.20.25 ISSUED FOR BUILDING DEPARTMENT FILING 5 5HOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NEGE551TATE CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE PLANS, METHOD SHALL NOTIFY THE PROPER AUTHORITIES AND SUBMIT HIS R& DETAILS SHOWIIN6 THE PROPOSED METHOD TO AGGOMPLISFi THE REQUIRED RESULT. N%�5 ENE "r � 6 WHEN OWNER/CONTRAGTOR 516N CONTRACT, THE AIA GENERAL CONDITIONS FORM A201 SHALL GOVERN. _iy GOT 1 NO NOTE OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM THE EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. 3� 8 THE CONTRACTOR IS NOT TO SCALE DRAWING C (5) AND I5 TO USE DIMEN51ONAL NOTATIONS ONLY. �F O=� �9� �� yr/�, $3 0'' h cl THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE 51TE AND VERIFY ALL DIMENSIONS U Cy fi 0 p AND JOB CONDITIONS PRIOR TO CONSTRUCTION AND SHALL REPORT TO THE ARCHITECT FOR RESOLUTION TM �wW PRIOR TO COMMENCEMENT OF WORK ANY DISCREPANCIES OR OMISSIONS WHIGH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK. `"�, U T FF �F�CF 10 THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY ERRORS OR AMBIMITIE5 IN AND - - �D C• A OOL FE. I -3 . BETWEEN THE PLANS, DRAWINGS AND SPECIFICATIONS PRIOR TO PROGEEDIN6 WITH THAT PORTION OF THE !n N OUIP.O \''a WORK. IF SUCH NOTICE 15 NOT FURN15HED TO THE ARCHITECT, THE CONTRACTOR SHALL BE DEEMED TO HAVE INSPECTED THE PLANS, DRAWINGS, 5PEGIFIGATION5 AND HAS FOUND THEM IN PROPER FORM FOR EXECUTION. Compliance Certificate ry � ,0 0 vT EXIST. VINYL SHED 11 CONTRACTOR TO PROVIDE ALL 14EGE55ARY BARRICADES, GUARDS, WARNING LIGHTS, SIGNS, ETC., TO INSURE T• 14� 7 MIN. REQ D. REAR 11 THE SAFETY Of: THE WORK AREA. Project Information YARD SETBACK 0' 12 CONTRACTOR SHALL PROVIDE ALL MATERIALS, PERFORM ALL WORK AND INSTALL ALL MATERIALS IN W ACCORDANCE WITH REGOGNIZED GOOD STANDARD PRACTICE. CONTRACTOR 15 RESPONSIBLE FOR Project Title: McNeill Residence U tt� _ INFORMATION THAT PERTAINS SOLELY TO THE FABRICATIONS PROCESS OR THE TEGHNIQUE5 OF Energy Code: 2018 IECC iW v-� Q � Z CONSTRUCTION AND FOR COORDINATION OF THE WORK OF ALL TRADES. Location: Cutchogue,New York Z -0 Q 13 ALL DISTURBED AREAS TO BE REPAIRED IN KIND BY GENERAL CONTRACTOR. Construction Type: Single Family �[ CO Z j J L` RELOCATED A/C UNIT U O Project Type: AdditionV F-O F- o O O I 0 . IN FIELD) .Z o 14 MINOR ITEMS SUCH AS PATCHING, B (GOORD LOCKING, TRIM, ETC. SHALL BE PERFORMED A5 REQUIRED Project Sub Type: None J k X II�J TO MAKE THE WORK COMPLETE WHETHER SHOWN OR NOTED ON THE DOCUMENTS OR NOT. Glazing Area: 9% REPLACE PVC TRA5H/ W / �> Z — Climate Zone: 4a(5572 HDD) AG ENCLOSURE - Z 15 CONTRACTOR SHALL MAINTAIN THE 51TE IN A SAFE, GLEAN AND ORDERLY FASHION FOR THE DURATION OF All Electric: false (COORD. IN FIELD) THE CONSTRUCTION PERIOD. ALL MATERIAL (GONGREI , FILL, WOOD, ETGJ AND CONSTRUCTION DEBRIS TO Is Renewable: false BE REMOVED AT THE END OF EACH WORK DAY AND SHALL BE DISPOSED OF REGULARLY AT A LEGAL OFF Has Battery: false MODIFY 5TEPPIN6 STONE 8 ® G 20' 10'-3" BEL6IUM BLOCK TRASH/ AG F LO No. 3-16SITE WASTE FACILITY. Has LOT No. 345 Has Charger: false 16 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED ANYWHERE WITHIN THE t Has Heat Pump false ACCESS AS REO'D. BY NEW WORK Z SINGLE HATCH INDICATES AREA OF IST BOUNDARIES OF THE PROPERTY AND ANY DAMAGE SHALL BE PROMPTLY REPAIRED TO THE 5AT15FAGTION / I1- WAL FLOOR INTERIOR ALTERATION (345 5.FJ OF THE ARCHITECT AND OWNER. .EXIST v DOUBLE HATCH INDICATES AREA OF 2ND Construction Site: Owner/Agent: Designer/Contractor: LOT NO. 347 EXIST. COMPOSITE FLOOR INTERIOR ALTERATION (345 S.F) I7 NOTATIONS ON ANY PLAN, ELEVATION, SECTION OR DETAIL ARE APPLICABLE TO 710 Old Menhaden Road Dan&Sophie McNeill Stephen Scheibly DECK BRICK ALL PLANS, ELEVATIONS, 5EGTION5 AND DETAILS. Cutchogue,NY 11935 710 Old Menhaden Road 255 Main Street T- HT. 0'-8" PATI X15T. 2nd STY. i, Cutchogue,NY 11935 Diversified Design Associates,Architects P.C. — BALCONY TO BE RENOVATED +44(755)594-7734 Huntington,NY 11743 OVER PORCH TO REMAIN 18 PROVIDE 1/2" W.R• 6YP5UM WALL B pOARD ALL WALL5/GEILIN65 OF "WET" AREAS sophie.mcneill@hotmail.com 631.271.5400 x 102 �O_ 0,-q (-I (SHOWERS, TUBS, ETGJ I sscheibly@ddany.net : 4 Q "- t . . - STRUCTURAL KUROS SORBI-AVA ENGINEERING ENGINEER: 169 COMMACK ROAD SUITE H-362 Iq ALL NEW APPLIANCES ARE AS SELECTED BY OWNER AND SHALL BE INSTALLED / t :�' ,� - �i;'>,��,��;��= „ Envelope Assemblies 21_ Ti_i// x , ,' ,`: FE. O-I ±E. COMMACK, NY 11725 BY THE CONTRACTOR A5 PER THE MANUFACTURERS SPECIFICATIONS. - �O " ' " ; - ' GATE 631-355-5556 20 ALL INTERIOR WOOD TRIM/BA5E SHALL BE AS SELECTED BY OWNER - AND INSTALLED BY THE GENERAL CONTRACTOR. i i Prop. Req. Assembly Gross Area or Cavity Cont. U- U- Prop. Req. 2/'DNELLING y m 21 TYPE/LOGATIOIN/EXTENT OF ALL NEW INTERIOR FINISHES (PAINT, CERAMIC TILE, Perimeter R-Value R-Value Factor/ Factor/ UA UA HATCH INDICATES AREA OF FIRST FLOOR 3 t ( FE. O'-c1"±W. F-Factor F-Factor 6ARA6E ADDITION (111.14 SF) - VINYL TILE, CARPET, ETGJ SHALL BE AS SELEGTED/DIREGTED BY OWNER. �t w ..,,k ��;:1777:,. Ceiling:Flat Ceiling or 294 30.0 0.0 0.035 0.026 10 8 I ;`."' '''cGJ Scissor Truss I (V - n I - 22 ALL ELECTRICAL., PLUMBING AND H V.A.G. TO BE IN STRICT ACCORDANCE WITH THE DOUBLE HATCH INDICATES AREA OF 27-4�rr =lcv m `° ''`,_;�•�� ;; ',-�e:;:T INTERNATIONAL. RESIDENTIAL CODE AND ALL APPLICABLE LOCAL REG Floor:All-Wood 261 30.0 0.0 0.033 0.047 9 12 ULATIONS. joist/Truss GARAGE CONVERTED TO HABITAB Q LE IV O (V ": `~ ._';,•,.: SPACE (178.47 S.F.) / 14'-6 "-I > '- " Wall:Wood Frame,16" 673 21.0 0.0 0.057 0.060 34 36 R/O WOODPORG FE. O q ±W. 23 INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS IN ACCORDANCE O.C. SOLID HATCH INDICATES AREA OF WITH ALL STATE AND LOCAL CCXDE REQUIREMENTS. Window:Wood Frame 73 0.310 0.320 23 23 SECOND FLOOR ADDITION (222 S.F) _J Y SHGC:0.3 // r MODIFY, REPAIR 4 REPLACE EXISTING DECK, 24 PRIVATE GARAGE SHALL BE SEPARATED HORIZONTALLY AND VERTICALLY FROM Wall 1:Wood Frame, 122 15.0 0.0 0.077 0.060 9 7 MODIFY PLANTING BED AS DIRECTED a WALKWAY STONE LANDSCAPE WALL A5 ITH NOT 5 THAN 5 " TYPE X GYPSUM BOARD 16"o.c. BY OWNER / THE RESIDENCE_ W LES / a REQ D. BY NEW WORK HATCH INDICATES AREA OF FIRST FLOOR ` s :" ; 'gym' ` b LAUNDRY ROOM ADDITION (83.25 5F) 25 OPENIN65 FROM A PRIVATE GARAGE INTO A RESIDENCE SHALL BE EQUIPPED WITH �lJ A 20 MINUTE FIRE RATED DOOR ASSEMBLY WITH A SELF-GL05IN6 DEVICE. - - F Y `, 2(9 CONTRACTOR TO SCHEDULE AND OBTAIN ALL NECESSARY UTILITY STAKE OUTS i.e. _ Q ,O/ WATER, ELECTRIC, SEPTIC d GAS PRIOR TO GOMMENGIN6 WITH ANY SITE WORK. The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.It DOES Q — _ -- — DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. NOT provide an estimate of energy use or cost relative to a minimum-code home. JJ� 44 MIN. REQ'D. 51DE O w - YARD SETBACK 255 MAIN STREET SUITE 200 HUNTINGTON, NY 11743 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade co V I J Z < P. 6 31 .2 71.5 4 0 0 WWW.DDANY.NET assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. eo Q W ( I� Copyright 02025 All Rights Reserved. C,� MrT ®GH G � 5 6N C TES( a } W _ SEAL: T,l ; PROJECT NORTH: Compliance Statement ry esw n GROUND WINE) DE516N SEISMIC SUBJECT TO ICE BARRIER FLOOD AIR MEAN SNOW pEyl(,jy DAMAGE BY WINTER UNDERLAY- HAZARDS The proposed building design described here is consistent with the building plans,specifications,and other calculations FREEZIN6 ANNUAL submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in _ IY LOAD spEr=D Tom'- 5PwP+- mv v GATEGOR I°tFmHaz nxosr 7132MITE DE516N MEW INDEX I EI IP. REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. < N x` �U 6RAPHeG HND Des INN, LINE TEMP REQUIRED ZONE X �c� °�" EFFECTIVE MIN. REQ D. SIDE / I- X NI - ZI FIRM: YARD SETBACK w m ,p ± m ' 30 PSF 128 NO NO NO "B" 3'-0" MOD. 15 YES Oq/25/200q 1500 50.8 , u' o T„ Q O \'`� \` 3 . TO PANEL #: LE55 Name -Title Signature Date O �� FE. 0'-10"± E. HEAVY 3610300164 THI5 PROJECT 15 IN COMPLIANCE WITH: 2•�8 STACKED STONE WALL THE RESIDENTIAL CODE OF NEW YORK STATE - 2020 EDITION N /Y;-�` v N ��o��t2�� W 468'± PROJECT TITLE: AFPA WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TNO FAMILY DWELLINGS — 201& EDITION 0„ vim' RENOVATIONS & ALTERATIONS TO THE: THE ENER6Y CONSERVATION CODE OF NEW YORK STATE- 2020 EDITION Report Title: McNeill Residence Report Date: 8/29/25, 11:32 AM 2 of 11 I+ oo- THE ZONING GODS OF THE TOWN OF Sohn TOLD �'T `� ��G�,G� O L D M ENHAZ�)EEN ROAZ� M c N E I LL RESIDENCE NFPA 70 STANDARD - 2017 EDITION �,0 NATIONAL ELECTRICAL CODE 201-1 S M5OL N L I STOE DRANIN6S A Gf-I� I TEGTUfig' AL SITE FLAN S51TE PLAN URVEYORS5YO55E INFORMATION NY AND DATED MAYY 28, 2025PARED BY ISLAND WIDE LAND 710 OLD MENHADEN ROAD GS-I 51TE PLAN, GENERAL NOTES, RE56HECK COMPLIANCE CERTIFICATE CS 5 G A L E : 1 " = 2 0 ' - 0 " CUTCHOGUE , NEW YORK 11935 SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION A-001 6RO55 FLOOR AREA DIAGRAMS, LOT COVERA6E DIAGRAM DRAWING TITLE: A-100 GENERAL NOTES, PLUMBING RISER DIAGRAM, PLUMBING FIXTURE SCHEDULE, REQUIRED 516N P05TIIN6 ZON I N& INFORMATION GENERAL NOTES A-101 FIRST FLOOR DEMOLITION PLAN, NOTES AND DETAILS X PROPERTY ADDRESS: 710 OLD MENHADEN ROAD TAX MAP NO. SECT. III BLOCK 4 LOT Iq LIST OF DRAW l NGS SECTION REFERENCE DOOR REFERENCE x-x SEE DWG. AS NOTED X ELEVATION TAG SEE OX -SEE DOOR A-102 SECOND FLOOR DEMOLITION PLAN, NOTES AND DETAILS GUTGHOC-UE, NY I1,135 PROPERTY ZONING: ZONE R-40 ARCHITECTURAL 51TE PLAN DWG. AS NOTED 56HEDULE A-103 FOUNDATION PLAN, NOTES AND DETAILS ITEM PERMITTED/ REQUIRED PROV I DED COMPL I ANOE RESCHECK COMPLIANCE CERT. A-104 FIRST FLOOR CONSTRUCTION PLAN, NOTES AND DETAILS MINIMUM LOT AREA 40,000 S.F. 111,316.33 S.F. * DOE5 NOT COMPLY DETAIL_ REFERENCE- NOTE REFERENCE- SEE WINDOW REFERENCE x X-X O NOTE LEGEND FOR X _ SEE WINDOW A-105 SECOND FLOOR CONSTRUCTION PLAN, NOTES AND DETAILS MINIMUM LOT WIDTH 150 FEET qq'-1" '� DOES NOT COMPLY SEE DIW6. AS NOTED XXX ADD'TL INFO. SGHEDIJL.E A-106 ROOF PLAN, NOTES AND DETAILS, ROOF VENT DETAIL MINIMUM LOT DEPTH 115 FEET 225.82' COMPLIES A-101 SECOND FLOOR FRAMIN6 PLAN, NOTES AND DETAILS MINIMUM FRONT YARD SETBACK 50 FEET lb'-4)/2" COMPLIES DRAWN BY: SDE SHEET NO. ELEVATION REFERENCE - SEE NALL TYPE REVISION A-108 ROOF FRAMING PLAN NOTES AND DETAILS MINIMUM SIDE YARD SETBACK 15 FEET BENCHMARK XX WALL TYPES A TAG q'-10" * DOES NOT COMPLY CHECKED BY: SJ5 A-200 EXTERIOR ELEVATIONS MINIMUM SIDE YARD AGGREGATE 35 FEET 30'-2 3/4" * DOES NOT COMPLY ROOM FURNITURE / EQUIPMENT A-201 EXTERIOR ELEVATIONS MINIMUM REAR YARD SETBACK 50 FEET 8OI-I V4 GOMPLIE5 DATE: 10.20.25 101 NUMBER El REFERENCE _ SEE O PLUMBING FIXTURE TAG SCHEDULE REFERENCE-SEE A-3o0 GROSS SECTION, MODIFIED BIRDS MOUTH DETAIL MAXIMUM LOT COVERAGE 20% (3,863.21 5.F) 18.5 % (3,377.1 S.F.) COMPLIES O X PLUMBING FIXTURE SCALE: /45 NOTED CS=1 SCHEDULE A-400 STRAPPING DETAILS MAXIMUM 6RO55 FLOOR AREA 2,100 S.F. + (12.5% OF q,316.33) = 3,264.54 S.F. 3,25 A3 S.F. COMPLIES A-401 NAILING SCHEDULE MAXIMUM BUILDING HEIGHT 2 STORIES OR 35 FEET 2 STORIES; 31'-1" COMPLIES PROJECT NO. 2515 E-100 FIRST FLOOR LIGHTING PLAN NOTE: TH15 PROPERTY IS AN EXISTING NON-GONFORMIN6 LOT = EXISTING NON CONFORMING E-101 SECOND FLOOR LIGHTING PLAN NOTE: SEE A-001 FOR FLOOR AREA AND LOT GOVERAGE DIA6RAM5 4 c 1 - 1 i LOT COVERAGE CALCULATION: GROSS FLOOR AREA CALCULATION: THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY PERMITTED LOT GOVERAGE = 20% LOT AREA THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE,AND ARE AND SHALL 30'-2 5/8" f LOT AREA = Ig,316.33 5.F. LOT AREA = Iq,316.33 5F REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE Iq,316.33 5F x 20 % = 3,86321 5.F. PERMITTED INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER GR055 FLOOR AREA (LOTS UP TO 20p00 S.FJ LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE ALLOWABLE: 2,100 5.F. + 12.5% OF LOT AREA IN EXCESS OF 10,000 5.F. EXISTING LOT COVERAGE AREAS: ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL 2,100 5.F. + (12.5% OF q,316.33) - 3,26454 5.F. � � COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. EXISTING TWO STORY DWELLING (INCLUDING GARAGE) = 1,615.36 5.F. IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION FIRST FLOOR: EXISTING R.O. PORCH #1 = 428.16 S.F. OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I AREA A = 14'-5" x 28'-5 3/e"= 410.12 5F EXISTING R.O. PORCH #2 = 66.35 5.F. ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING EXISTING DECK = 251.g6 5.F. ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION'ALTERED BY" I5TING VINYL SHED EXI5TING VINYL SHED = 101.31 S.F. FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE AREA B = 21'-4 �/g" X 22'-1 5/8"= 61 q.88 5F SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION AREA C = 30'-2 5/g' X 16'-I I Y8" = 51152 5F 13 101.31 5F EXI5TING 5WIMMING POOL = 1g2.85 5.F. AREA "I" AREA D = 8'-4 Ye," x -i'- 3 5/8" = 6OA3 5F EA5TI% 5TAGKED STONE WALL #1 = '7 31 5.F. LAW ARTICLE 147 ARCHITECTURE,SECTION 7307) AREA E = 6-0,Y2" x 5-1 I Y4" = 35.81 5F EXI511% STACKED 5TONE WALL #2 = 41.8 5.F. AREA F = 10-1 x 3-6 31.04 5F ISSUANCE: FIRST FLOOR EXISTING TOTAL = Ib15.36 5F TOTAL EXISTING LOT COVERAGE AREA = 3.311.1 5.F. NO. DATE: DESCRIPTION: SECOND FLOOR: I PROP05ED LOT GOVERAGE AREA5: 1. 10.20.25 ISSUED FOR BUILDING DEPARTMENT FILING AREA G = 22'-6 3/4" x 28'-6 %8" = 644.68 5F PROP05ED GARAGE ADDITION = 111.14 5.F. AREA "H" AREA H = 13'-8 Y2" x 6-2 '/8" = 181.4q 5F PROP05ED LAUNDRY ADDITION = 83.25 5.F. AREA 1 = 30'-2 5/8' x 11'-O" = 332.41 5F TOTAL PROP05ED LOT GOVERAGE AREA = 200.gg 5.F. m � � 5ECOND FLOOR EXISTING TOTAL = 1.158.58 5F = AREA "G'" TOTAL LOT COVERAGE AREA= 3 18.Oq 5.F. < 3,863.21 5.F. COMPLIES r O AREA "Lrr EXISTING GRO55 FLOOR AREA TOTAL = 2,833.g4 5F EXISTING LOT COVERAGE 18.5 < 20 (COMPLIES) PAVER PATIO EXI5T1% 5WIMMIN6 (Z MOP05ED FIR5T FLOOR ADDITION5: (® GRADE) POOL 1g2.85 5F AREA J = 14'-5" x 8'-2" = 111.14 5F AREA K = 13'-10 Y2" x 6'-0" = 53.25 5F / FIRST FLOOR ADDITION5 TOTAL = 200.gg 5F PROP05ED SECOND FLOOR ADDITION: EXI5TIN6 DECK 251.g6 5F AREA L = 13'-10 Y2" x I6-0" = 222.0 5F L PROP05ED ADDITIONS TOTAL = 422.gg 5F 13'-10 1/2" 22'-6 5/4" 13'-8 1/2" TOTAL PROP05ED 6RO55 FLOOR AREA= 3.256.,,13 5.F. EXI5TIN(5 BRICK PATIO 15TING R.O. PORCH#2 3256A3 < 3264.54 5.F. (GOMPLIE5) PROPOSED LAUNDRY ADDITION (® GRADE) 66.35 5F SECOND FLOOR AREA DIAGRAM 8325 5F 13'-10 1/2" 30'-2 5/8" 6-0 1/2" 10'-1" I I m AREA "F" EXISTING TWO STORY DWELLING PROP05ED GARAGE 1,615.36 5F ADDITION 111.14 5F STRUCTURAL KUROS SORBI-AVA ENGINEERING ENGINEER: 169 COMMACK ROAD - EXISTING R.O. PORCH #I SUITE H-362 COMMACK, NY 11725 AREA "Go 428.16 SF 631-355-5556 zt AREA "K" AREA "Ell I 6J AREA rrDrr t- EXISTING DRIVEWAY ( (Z AREA 111311I ..,.:; . u� AREA "A" (Z DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. 255 MAIN STREET SUITE 200 HUNTINGTON, NY 11743 P. 631.271 .54 00 WWW.DDANY.NET Copyright 02025 All Rights Reserved. SEAL: PROJECT NORTH: EXI5TIN6 5TAGKED 15TIN6 STACKED STONE WALL #1 ( 5TONE WALL #2 1.31 5F 41.5 5F AREA "J° 14'-5" 21'-4 5/8" 8'-4 1/8" PROJECT TITLE: RENOVATIONS & ALTERATIONS TO THE: FIRST FLOOR AREA DIAGRAM McNEILL RESIDENCE 1 f=LCOR AREA 1:) 1A6RAM5 HATCH INDICATE-5 PROPOSED AREA 2 L07 CCVERA&E Z� I A6RAM 710 OLD MENHADEN ROAD A001 1/8" = I'-o" A001 me- = I'-o" CUTCHOGUE , NEW YORK 11935 DRAWING TITLE: FLOOR AREA D I A ORAMS LOT GOV ERA &E D I A &RAM DRAWN BY: 50E SHEET NO. CHECKED BY: SJS DATE: 10.20.25 A=001 SCALE: A5 NOTED PROJECT NO. 2515 77 77 m; S 1 TE WORK FRAM I NG - CONSTRUCTION LUMBER A I R BARRIER AND INSULATION INSTALLATION 6"0 516N W/ STROKE WIDTH OF Y2" CIRCLE SIGNS MAY BE PURCHASED AT 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR. 5TAKING AND LAYOUT I FRAMING LUMBER SHALL BE SQUARE-EDGE, 5TRAIGHT, SOUND, WELL-SEASONED, WITH A [� To TABLE R402.4.1.1 of THE RESIDENTIAL GORE of NEW PORK sTATEI AND CONTENTS ARE TO BE REFLECTIVE WWW.5AFE-T-50LUTION5.00M OR THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED L ARE TO E5TABLI5H ALL LINE5 AND BENCHMARKS AND VERIFY ALL 61VEN DATA ON RED COLOR PM5 #157, BAGK6ROUND TO WWW.5TIGKY56RAPHIG5.COM OR SIMILAR SITE. THE ARCHITECT ARE INSTRUMENTS C THE ARCHITECT'S SERVICE,AND ARE AND SHALL MAXIMUM MOISTURE CONTENT OF NINETEEN (IgSG) PERCENT AT THE TIME OF INSULATION INSTALLATION REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE DRAWINGS. IN CASE OF DI5GREPANGY, RECEIVE CLARIFICATION FROM ARCHITECT INSTALLATION. LUMBER SHALL BEAR THE GRADE AND TRADEMARKS OF THE GOMPON NT AIR BARRIER CRITERIA CRITERIA BE REFLECTIVE WHITE INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER PRIOR TO PROGEEDIN6. ASSOCIATION BY WHOSE RULES IT 15 PRODUCED, SIZES INDICATED ARE NOMINAL CONSTRUCTION DESIGNATION; SUBJECT TO LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE STANDARD SIZES. GENERAL REQU AIR BARRIER SHALL BE CONSTRUCTION PROVISIONS OF RCNYS ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL INSTALLED IN THE BUILDING ENVELOPE AIR-PERMEABLE INSULATION SHALL NOT BE COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. 2. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE 2 FRAMING LUMBER SHALL BE STRESS-RATED DOU6LA5 FIR LARCH NO. 2 WITH A EXTERIOR THERMAL ENVELOPE CONTAINS USED AS A SEALING MATERIAL LOCATION DESIGNATION TOPSOIL OBTAINED FROM STRIPPING BUILDIN6 51TE AND STOCKPILE ALL EXCAVATED 5TRE-55 RATING OF 675 P51 RESPECTIVELY FOR BENDING FOR SINGLE MEMBER USE A CONTINUOUS AIR BARRIER IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION MATERIAL AT THE SITE. AND a0 PSI MINIMUM FOR SHEAR. BREAKS OR JOINT5 I THE AIR BARRIER 5HALL OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I E 5EALED ,k ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING 3• NEW AND EXISTING BACK FILL MATERIAL AND TOP501L ARE TO BE FREE OF WEEDS, 5 PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS, UNDER ALL PARALLEL WALLS AND THE AIR BARRIER IN ANY DROPPED CEILING/ NOTE: 516N 15 TO BE AFFIXED TO EXTERIOR ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION'ALTERED BY" TREE ROOTS, ROCKS AND DEBRIS. UNDER BATHTUBS. PROVIDE 51MP50N HANGER CONNECTIONS AT ALL FLUSH CEILING/ATTIC SOFFIT SHALL ELECTRICAL BOX. 516N 15 TO BE OF STURDY, FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE THE INSULATION IN ANY DROPPED CEILING/ ,J NO FADING, WEATHER RESISTANT MATERIAL. SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION SEALEDSTRUCTURAL LOAD BEARING CONDITIONS. AND ANY GAPS IN THE AIR BARRIER SHALL ALIGNED w/THE INSULATION SOFFIT SHALL BE ALIGNED w/THE AIR - LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) 4. ALL 5URPLU5 MATERIAL THAT 15 UNSUITABLE FOR BACK FILL MATERIAL SHALL BE 4 PROVIDE SOLID BRIDGING BETWEEN JOISTS AT 6'-0" o.c. MAXIMUM. BE BARRIER. REMOVED FROM THE SITE. ACCESS OPENINGS,DROP DOWN STAIRS OR 5 UNLESS OTHERWISE NOTED, ALL WINDOW AND DOOR OPENINGS SHALL HAVE (2) 2" X 10" KNEE HALL DOORS TO AGES SHALL BE SEALED.UNCONDITIONED ATTIC I Q U I � I ON f=05T I NO ISSUANCE: 5. PROTECT ALL TREES WITHIN EIGHT FEET OF THE BUILDING. HEADERS ABOVE. WALLS THE JUNCTION OF HE FOUNDATION AND SILL CAVITIES w/CORNERS AND HEADERS OF NO. DATE: DESCRIPTION: 6. PROPER APPROVAL MUST BE OBTAINED BEFORE COVERING (BACK FILLING) ANY b ALL PLATES IN CONTACT WITH FOUNDATION WALLS TO BE PRESSURE TREATED AND ATE FLED co�MPLETEY FIH IN HALLS NGG THHE BE INSULATED CAAVIITY KITH A A100 3" = I'-O" 1. 10.20.25 ISSUED FOR BUILDING DEPARTMENT FILING HAVE CONTINUOUS METAL TERMITE SHIELDS. PLATE5 SHALL BE BOLTED TO THE JUNCTION OF THE TOP PLATE AND THE MATERIAL HAVING A THERMAL RE51STANG EXCAVATED WORK. FOUNDATION WALL5 WITH 5/8" DIAMETER BOLTS AT 48" o.c. MAXIMUM AND 1'-0" TOP OF EXTERIOR WALLS SHALL BE SEALED. OF R-3 PER INCH MINIMUM. MAXIMUM FROM EACH CORNER. BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO KNEE WALLS SEALED. EXTERIOR THERMAL ENVELOPE INSULATION 7• CONTRACTOR 15 RES:PO R TO TO CONTACT ALL UTILITY COMPANIES AND REQUEST FOUNDATION WALLS. FORGE MORTAR INTO THE JOINT BETWEEN SILL BOTTOM AND FOR FRAMED WALLS 54ALL BE INSTALLED UTILITY STAKEOUTS PRIOR TO GOMMETIGIN6 WITH EXCAVATION. IN SUBSTANTIAL CONTACT AND CONTINUOUS FLUMBIN6 f= IX7URE CONCRETE AND FOUNDATION TOP OF FOUNDATION. ALIGNMENT WITH THE AIR BARRIER 5CHr=r:)ULE 7 ALL 5lU13-FLOORIN6, WALL AND ROOF SHEATHING SHALL BE EXTERIOR GRADE GDX WINDOWS,SKYL PAGE BETWEEN WINDOW/DOOR JAM65 I. ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 32 PLYWOOD, 511,1113-FLOORIN6 - 3/4", WALL 5HEATHIN6 - 1/2% ROOFING SHEATHING - 5/8". AND DOORS AND FRAMING AND SKYLIGHTS AND FRAMING RE5PON51BLE FOR DE6REE5 FAHRENHEIT AND R151N6 MINIMUM. SHALL BE SEALED TA& FIXTURE LOOAT1 ON SPEC I F I OATI ON PURGHA5E 8 ALL BUILT-UP WOOD GIRDERS AND HEADERS SHALL NOT HAVE ANY SPLIT ON THE RIM J015T5 RIM JOISTS SHALL INCLUDE THE AIR BARRIER RIM JOISTS SHALL BE INSULATED INSTALLATION 2. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. WIDE FACE OF ANY MEMBER GREATER THAN 1/2 TIMES THE WIDE FACE. TO BE SELECTED 3. NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. Q ALL EXPOSED WOOD FOR SOFFITS, OVERHAN65, ETC. SHALL BE APPROVED FLOORS THE AIR BARRIER SHALL BE INSTALLED AT FLOOR FRAMING CAVITY INSULATION O LAVATORY 4 RENO BATH #1 7!-CONTRAGTOR EXTERIOR GRADE. (INCLUDING ANY EXPOSED EDGE OF INSULATION BE INSTALLED TO MAINTAIN PERMANENT FAUCETABOVE CONTACT WITH THE UNDERSIDE OF 4• ALL CONCRETE WORK SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS 10 ALL FLUSH FRAMING CONNECTIONS SHALL BE MADE WITH JOIST HANGERS, FRAMING GARAGE 4 5UBFLOOR DECKING,OR FLOOR FRAMING HALL HUN6 TO BE SELECTED OWNER OF AGI-301-G9 "5PECIFIGATION5 FOR STRUCTURAL CONCRETE FOR BUILDIN65" ANCHORS, OR RAFTER ANCHORS OF MINIMUM IS 6AU6E PRIME 6ALVANIZED STEEL AS CANTILEVERED CAVITY INSULATION SHALL BE PERMITTED (fc'=3000 P50. ALL EXPOSED 5LAB5, 6ARA6E SLABS AND STEPS SHALL BE 3500 MANUFACTURED BY "SIMPSON" 5TRONG TIE CONNECTORS. 51ZED AND NAILED AS PER FLOOR5) TO BE IN CONTACT WITH THE TOP 51DE OF 2 TOILET KENO BATH #I CONTRACTOR SHEATHING,OR CONTINUOUS INSULATION PSI AIR-ENTRAINED. REINFORCING STEEL SHALL CONFORM TO A5TM A-615 GRADE 60 REACTIVE LOAD. INSTALLED ON THE UNDERSIDE OF FLOOR SHOWER BASE 4 TO BE SELECTED OWNER O3 II NAILING TO CONFORM TO SCHEDULE INDICATED IN THE W FRAMING AND EXTENDS FROM THE BOTTOM WOOD FRAME CONSTRUCTION TO THE TOP OF ALL PERIMETER FLOOR SHOWER BODY RENO BATH #1 5. PROVIDE ALL SLEEVES AND FOUNDATION VENTS AS REQUIRED BY RESIDENTIAL MANUAL FOR ONE AND TWO FAMILY DWELL IN65 UNLESS OTHERWISE NOTED. FRAMING MEMBERS CONTRACTOR GODS OF N.Y.S. TO BE SELECTED WHERE PROVIDED INSTEAD OF FLOOR O UTILITY SINK 4 OWNER :� 12 LEAVE Me," SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL CRAWL SPACE D EARTH E HITH ED CRAWL SPARES INSULATION, INSULATION SHALL BE `F FAUCET 1"1 LAUNDRY 6• UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTING ARE TO BE MINIMUM 12 PANEL EDGE JOINTS. SHALL BE COVERED WITH A GLASS I VAPOR PERMANENTLY ATTACHED TO THE CONTRACTOR DEEP X 24" WIDE, CENTERED UNDER THE FOUNDATION WALL (OR AS PER DETAILS) RETARDER WITH OVERLAPPING JOINTS TAPED PERMANENTLY WALLS O EXISTING TO BE RE-USED 13 PROVIDE SOLID BLOCKING FROM TOP/61RDER OR FOUNDATION WALL TO THE 5 KITCHEN SINK 4 RENOVATED OWNER 7• PROVIDE TWO #5 DEFORMED BARS CONTINUOUS IN THE FOOTING AND A CONTINUOUS UNDERSIDE OF FLOOR AT WOOD POSTS. ALL WOOD P05T5 SHALL BE 4"X4" MINIMUM. SHAFTS, SHAFTS,UTILITY PENETRATIONS,AND FAUCET KITCHEN 2"x4" KEY BETWEEN THE FOOTING AND FOUNDATION WALL EXCEPT A5 NOTED FLUE SHAFTS OPENING To SHALL OR CONTRACTOR UNCONDITIONED SPACES SHALL BE SEALED TO BE SELECTED OTHERWISE. 14 NOTATIONS ON ANY PLAN, ELEVATION, SECTION OR DETAIL ARE APPLICABLE TO ALL BATTS IN NARROW GAVITIE5 SHALL. BE GUT O HOSE BIB EXTERIOR (I AT OWNER PLANS ELEVATIONS 5EGTION5 AND DETAILS. NARROW CAVI FRONT I AT REAR) 8. PROVIDE 5/8" X 12" ANCHOR BOLTS. ALL FOUNDATION WALLS SHALL HAVE ANCHOR TO FIT,OR NARROW CAVITIES SHALL BE CONTRACTOR FILLED BY INSULATION THAT ON BOLTS SET APPROXIMATELY ONE FOOT FROM EACH CORNER AND SPACED 48" ON IS JOISTS ARE NOT TO BE NOTCHED. ALL HOLES FOR PLUMBING MUST BE DONE IN INSTALLATION READILY CONFORMS TO THE O LAVATORY 4 NEW BATH #2 TO BE SELECTED 7!�_ CENTER. THERE SHALL BE ANCHOR BOLT5 ON EITHER SIDE OF ANY OPENING AND AT ACCORDANCE WITH WESTERN WOODS GUIDELINES FOR DIMENSIONAL LUMBER. GARAGE SEPA lFOSEALING SHALL BE PROVIDED BETWEEN AVAILABLE CAVITY SPACE FAUCET LEAST TWO BOLTS IN ANY ONE SILL. THE GARAGE AND CONDITIONED SPACES CONTRACTOR 16 INSTALL FIRE5TOPPIN6 AT ALL REQUIRED LOCATIONS COMPLY WITH GOVERNING TO BE SELECTED RECESSED LIGHT FIXTURES INSTALLED IN WALL HUNG OWNER a. PROVIDE PREMOLDED JOINT FILLER BETWEEN SLABS AND FOUNDATION WALLS. CODES. RECESSED LI ESSED LIGHT FIXTURES INSTALLED IN THE THE BUILDING .THERMAL ENVELOPE SHALL 8 NEW BATH #2 BUILDING THERMAL ENVELOPE SHALL BE TOILET 17 ALL HORIZONTAL FRAMING BEARING ON BEAMS, 61RDER5 OR PARTITION TOP PLATES SEALED To THE DRYWALL BE AIR TIGHT AND IG RATED. CONTRACTOR IO• ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501E WITH MINIMUM BEARING CAPACITY TO BE SELECTED SHALL BE LAPPED 4 MINIMUM. BATT INSULATION SHALL 13E GUT NEATLY T SHOWER BODY OWNER OF I TONS/SF BEARING CAPACITY. CONTRACTOR SHALL HAVE THE LEVEL OF PLUMBING AND MIRING a NEW BATH #2 FIT AROUND WIRING AND PLUMBING IN ACCEPTABLE BEARII�16 STRATA VERIFIED IN FIELD. 18 ALL HEADERS TO BE SUPPORTED BY MINIMUM (2) 2"x4" OR 4"x4" P05T5 UNLE55 EXTERIOR WALLS,OR INSULATION THAT ON CONTRACTOR „ OTHERWISE NOTED. INSTALLATION READILY CONFORMS TO TO BE SELECTED II. ALL POURED CONCRETE SLABS ARE TO BE 4 THICK WITH 6X6, 10/10 W.W.M. OVER 6 AVAILABLE SPACE SHALL EXTEND BEHIND 1O LAVATORY # NEW BATH #3 OWNER MIL. POLYETHENE VAPOR BARRIER OVER 6 COMPACTED GRAVEL. UNLESS INSULATION / VENTILATION NOTES PIPING AND WIRING FAUCET CONTRACTOR OTHERWISE NOTED. 5HOhER/TUB O THE AIR BARRIER INSTALLED AT EXTERIOR RECESSED LIGHT FIXTURES INSTALLED IN 1 THIS PROJECT HAS BEENDESIGNED TO MEET THE REQUIREMENTS OF THE NEW PORK EEXTERIOR Wa WALLS ADJACENT TO SHOWERS AND TUBS BE AIR TIGHT AND IG RATED. I I TOILET NEW BATH #3 THE BUILDING THERMAL ENVELOPE SHALL TO BE SELECTED OWNER 12• ALL CONCRETE 5HA-L BE VIBRATED IN ACCORDANCE WITH STANDARDS SET FORTH SHALL SEPARATE THEM FROM THE SHOWERS STRUCTURAL KUROS SORBI-AVA ENGINEERING STATE ENERGY CODE. THERE SHALL BE NO DEVIATION FROM THE R VALUES INDICATED AND TUBS CONTRACTOR BY THE AGI AND GENERALLY ACCEPTED BUILDING PRACTICE. ON THE DRAWIN65. TO BE SELECTED ENGINEER: 169 COMMACK ROAD FI FrTRIGAV THE AIR BARRIER SHALL BE INSTALLED BEHIND 12 SHOWER BASE 4 NEW BATH #3 OWNER SUITE H-362 13. ALL CONCRETE BLOCK SHALL CONFORM TO A5TM G90; MORTAR SHALL BE TYPE "M" 2 ALL PENETRATIONS THROUGH FLOORS AND RIM BOARD5 FOR ELECTRICAL AND PHONE BOX ON ELECTRICAL OR GOMMUNIGATION5 BOXE5 OR SHOWER BODY CONTRAGTOR COMMACK, NY 11725 MECHANICAL/PLUMBIN6 AGGE55 ARE TO BE FILLED COMPLETELY WITH EXPANDING EXTERIOR AIR SEALED BOXES SHALL BE INSTALLED FOAM SEALANT. O TO BE SELECTED OWNER 631-355-5556 LAVATORY 4 HVAG REGIS HVAG REGISTER BOOTS THAT PENETRATE 13 RENO. BATH #4 FOUNDATION W>4TERPROOFING 3 ALL GAVITIE5 AT WINDOW AND DOOR OPENIN65 SHALL BE FILLED WITH MINIMAL BOOTS �N TO THE THERMAL ENVELOPE E DRYWALL FAUCET GONTRAGTOR EXPANDING FOAM SEALANT SPECIFICALLY DE516NED FOR WINDOW AND DOOR USE. WALL HUNG TO BE SELECTED OWNER 1• FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF CONCEALED WHEN REQUIRED TO BE SEALED CONGEALED FIRE14 RENO. BATH #4 4 INSTALL INSULATION BAFFLES AT ALL VAULTED CEILINGS AND AT SOFFIT ENDS NEAR SPRINKLERS SHALL ONLY BE SEALED IN A TOILET FOOTING TO WITHIN V OF FINISHED GRADE WITH THE SPRAYED APPLICATION OF SPRINKLERS CONTRACTOR TOP PLATES TO PROVIDE UNINTERRUPTED AIR FLOW TO RIDGE VENT. THAT IS RECOMMENDED BY THE > 'TUFF N DRI'. PROVIDE BACK FILL PROTECTION BOARD. MANUFACTURER. CAULKING OR OTHER ADHESIVE BATHTUB 4 TO BE SELECTED OWNER " 5 R106E VENTS AS INDICATED ARE TO BE SHINGLE-VENT it AS MANUFACTURED BY SEALANTS SHALL NOT BE USED TO FILL VOIDS 15 RENO. BATH #4 5HOWER BODY "AIR-VENT" BETWEEN FIRE SPRINKLER COVER PLATES AND CONTRACTOR STRUCTURAL STEEL ROOFING NOTES WALLS OR CEILINGS 16 SHOWER BASE KENO. BATH #5 TO BE SELECTED OWNER O SHOWER BODY CONTRACTOR I. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE A15G I A5 PER SECTION R905.1.2 OF THE NYS RESIDENTIAL BUILDING CODE AN ICE BARRIER TO BE SELECTED "SPECIFICATIONS FOR DE516N, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE INSTALLED FOR ASPHALT 5HIN6LE5, METAL ROOF SHINGLES, 17 LAVATORY 4 RENO. BATH #5 OWNER FOR BUILDIN65". STEEL SHALL CONFORM TO A5TM A-572 (GRADE 50) AND A-501 MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE SHINGLES, WOOD O FAUCET 5HIN&LE5 AND WOOD SHAKES. THE ICE BARRIER SHALL GON515T OF NOT FEWER THAN CONTRACTOR M TWO LAYER-5 OFUNDERLAYMENT CEMENTED TOGETHER, OR A SELF ADHERING TO BE SELECTED OWNER y DEMOLITION POLYMER-MODIFIED BITUMEN SHEET SHALL BE USE IN PLACE OF NORMAL IS TOILET KENO. BATH #5 UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFAGES TO A CONTRACTOR I I REFER TO CONSTRUCTION DOCUMENTS FOR SPECIFIC DEMOLITION LOCATION/NOTE5. POINT NOT LE55 THAN 24 INCHES INSIDE THE EXTERIOR WALL OF THE BUILDIN6. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL IN 12 UNITS 2 WHERE EXISTING WA15 ARE SHOWN TO BE REMOVED AND/OR NEW OPENIN65 ARE HORIZONTAL, THE ICE BARRIER SHALL AL50 BE APPLIED NOT LE55 THAN 36 INCHES DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. GALLED FOR IN EX15TIN6 WALLS, THE CONTRACTOR SHALL BRACE/51UPPORT ROOF, MEA54JRED ALONG THE ROOF SLOPE FROM THE SAVE E06E OF THE BUILDING. GEILIN6 AND/OR WALL PRIOR TO REMOVAL OF EXISTING WALLS, GEILIN6 J015T5 AND 255 MAIN STREET SUITE 200 H U N T I N G T O N, NY 1 1 7 4 3 ROOF RAFTERS, AND MAINTAIN SUCH GONDITION(5) UNTIL NEW HEADERS OR BEAMS Per I NTI NG NOTES P. 631.271.5400 WWW.DDANY.NET ARE INSTALLED AS SPECIFIED. EXIST. coPy:i�nc ©2oz5 AIIRightsResenred. I EXTERIOR TRIM MUST BE PREPPED AND PAINTED AS PER MANUFACTURERS " VENT 3 THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING THE STRUCTURAL REQUIREMENTS, IN OWNER SELECTED COLOR 3" VENT THRU OOF SEAL: - _ PROJECT NORTH: WN THRU ROOF ROOF LINE INTEGRITY OF THE PROJECT AT ALL TIMES. 2 ALL EXTERIOR COLUMNS AND COLUMN WRAPS MUST BE PREPPED AND PAINTED A5 PER MANUFACTURERS REQUIREMENTS, IN OWNER SELECTED COLOR 4 ANY DISC REPANCIE-5 RELATED TO THE DRAWINGS WITH THE ACTUAL STRUCTURAL 1 CONDITIONS THAT EXI5T SHALL BE REPORTED TO THE ARCHITECT PRIOR TO SIZE OF TRAPS FOR PLUMBING FIXTURES COMMENCEMENT WITH SAID WORK. RENO. BATH #4 i NEW BATH #2 NEW BATH #3 I RENO. BATH #5 P3[REFER TO TABLE 201.'1 OF THE RESIDENTIAL CODE OF NYS] a, _ 211 PLUMBING FIXTURE -C2��-r �2�� r--� �,I �2„ ARCHITECTURAL NOTES r I I I I 2" IZ-2" r t2 I i „� 11/2" 1 1/2" 1 1/2" 1 1/2 1 1/2 11/2 1 1/2 1 1/2 --1 BATHTUB (WITH OR WITHOUT SHOWER HEAD I I �' "� �' I THE DUTIES OF THE ARCHITECT, H15 EMPLOYEES AND A6ENT5 SHALL TERMINATE WITH AND/OR WHIRLPOOL ATTACHMENTS I Y2" r 1 1/2" I i 1 1/2"--1 1 I I I r 1 1/2" �-1 1/2" THE COMPLETION AND DELIVERY OF CONSTRUCTION DOCUMENTS. THE ARCHITECT I I I I I II � I PROJECT TITLE: HAS NOT BEEN RETAINED FOR AND 15 NOT RESPONSIBLE FOR CONSTRUCTION BIDET I Y4" I WATER LAVAITORY I I WATER I LAVATORY LAVAITORY I WATER I LA TORY I WATER OBSERVATION FOR THI5 PROJECT NOR DOES THE ARCHITECT HAVE THE AUTHORITY I I CLOSET I (CLOSET I I OL05ETI I I CLOSET RENOVATIONS & ALTERATIONS TO THE: TO ACT ON BEHALF OF THE OWNEP, ANY DEVIATION FROM THE GON5TRUCTION CLOTHES WASHER STANDPIPE 2" NEW I BATHTUB I I 1 I I I I 1 DOCUMENTS SHALL BE PRE-APPROVED IN WRITING BY THE ARCHITECT OF RECORD. 31 VENT IT SHALL BE THE 50LE RESPONSIBILITY OF THE CONTRACTOR TO RETAIN A DISHWASHER (ON SEPARATE TRAP) 1 Y2" THRu OF I I I SHOWER I I I I SHOWER 15HOWER I M I N E ILL RESIDENCE 1 I 11/2" I I 11/2" 11/2" I 1 11/2" LICENSED PROFE55IONAL TO LEGALIZE AND MAINTAIN ANY MODIFICATION TO THE FLOOR DRAIN 2" I I -J �4 w , I I FINISHED SECOND CONSTRUCTION DOCUMENTS WHICH HAS NOT BEEN PRE-APPROVED BY THE - - " - - - - - FLOOR ARCHITECT OF RECORD. KITCHEN SINK ONE OR TWO TRAPS, W/ OR „ I 2 3" 1 2 3" 3" 211 211 3" W/o D15HWA5HER 4 FOOD WASTE DISPOSER 1 Y2 RY I 3, 710 OLD MENHADEN ROAD 2 THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACTS OR OMI5510N5 OF THE LAUNDRY TUB (ONE OR MORE COMPARTMENTS) 1 Y2" NEW LAUND RENO. BATH #I_ _ _ _ 1 RENO. KITCHEN CUTCHOGUE , NEW YORK 11935 CONTRACTOR OR ANY OTHER SUBCONTRACTOR OR ANY OF THE CONTRACTOR'S OR LAVATORY I Y4" r2 i _-7 i 2 i C 5UBC.ONTRAGTOR'5 EMPLOYEES OR AGENTS, OR ANY OTHER PERSONS PERFORMING ��r 2 t 2 2 DRAWING TITLE: ANY OF THE WORK. SHOWER (BASED ON THE TOTAL FLOW RA {-1 1/2 1--1 1/2 11/2,. " t-1 1/2" 1 1/2" AIR ADMITTANCE GENERAL NOTES 3 THE ARCHITECT 15 NOT RE5PON51BLE FOR THE MEANS AND METHODS OF THROUGH 5HOWERHEAD5 4 BODY5PRAY5) I I I I I VALVE REOU I RED SIGN POSTING CONSTRUCTION NOR FOR SAFETY ON THE JOB SITE, AND THAT THESE FLOW RATE: 11 51 K 1 I 1 WATER LAVAITORY 51TTK RESPONSIBILITIES ARE INTENDED TO BE AND SHALL REMAIN SOLELY THE 5.1 GPM AND LE55 I Y2 1 I I CLOSET D w PLUMS I NG FIXTURE SCHEDULE RESPONSIBILITY OF THE GENERAL CONTRACTOR. MORE THAN 5.1 GPM UP TO 12.3 GPM 2 I WASHER I MORE THAN 12.3 GPM UP TO 25.5 GPM 3" I I PLUMBING RISER D I>�GR>4M 4 BY ACCEPTANCE OF THESE DRAWIN65, THE OWNER A6REE5 TO A58UME FULL MORE THAN 25.8 6PM UP TO 55.b GPM 4" EXISTING 3" FAI 1 1/2" 2" SHOWER 1 1/2" RESPONSIBILITY FOR ANY DAMAGE OR SETTLEMENT, OR GRAGKIN6 (ETC) OF NEW ( I 71 FINISHED FIRST GON5TRUGTION AND WILL NOT HOLD THE ARCHITECT RESPONSIBLE FOR THI5 NOTE-• ------ --- _1 3" T_- 2„ 3„ 2„ FLOOR P0551BILITY. AS PER NYS RESIDENTIAL CODE SECTION P3103.2 FROST GL05URE. WHERE THE Q7.5% 4" G.O. 5 ALL SURVEYS, TEST BORINGS, ENGINEERING REPORTS OR OTHER 51MILAR STUDIES VALUE FOR OUTSIDE DE516N TEMPERATURE 15 0°F OR LESS, VENT EXTENSIONS C Tu 3" 3" 3" 3" 3° DRAWN BY: 5DE SHEET NO. REQUIRED FOR THE PREPARATIONS OF THESE CONSTRUCTION DOCUMENTS AND/OR THROU6H ROOF OR WALL SHALL BE NOT LE55 THAN 3" IN DIA. ANY INCREASE IN THE TO EX15T Q REQUIRED DURING THE SUBSEQUENT CONSTRUCTION PHASE OF THE PROJECT SHALL SIZE OF THE VENT SHALL BE MADE NOT LE55 THAN I' IN51DE THE THERMAL ENVELOPE SEPTIC CHECKED BY: 5J5 BE PROVIDED BY Tf-1E OWNER. OF THE BUILDING. SYSTEM DATE: 10.20.25 6 ALL CONTRACTORS THAT HAVE 516NED CONTRACTS WITH THE OWNER SHALL HAVE NOTE: Aml 00 THE OWNER AND ARCHITECT OF RECORD LISTED AS AN ADDITIONAL INSURED AND AS PER NY5 RESIDENTIAL CODE SECTION P3103.1.1 ROOF EXTENSION. OPEN VENT PIPES BASEMENT SCALE: A5 NOTED SHALL CARRY POSITIVE STATEMENT THAT THE SPECIFIC COVERAGE REQUIRED ARE THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LE55 THAN b" ABOVE THE NOTE: (2) H05E 6165 ARE TO BE INSTALLED ON THE EXTERIOR OF HOUSE FLOOR PROVIDED. HE SHALL HOLD HARMLE:55 THE ARCHITECT AND OWNER AGAINST ANY ROOF OR 6" ABOVE THE ANTICIPATED 5NOW ACCUMULATION, WHIGHEVER 15 GREATER. 2 FLO�-*15IN6 R15ER1:;) 1A6RAM AND ALL CLAIMS ARISING FROM WORK PERFORMED BY HIS EMPLOYEES AND ANY NOTE: PROJECT N0. 2515 SUBCONTRACTOR AND HI5 EMPLOYEE5 BY ACCEPTANCE OF THESE DOCUMENTS. AI OO N.T.S. PLUMBER TO EVALUATE EXI5TIN6 DOMESTIC HOT WATER CAPACITY AND PIPING SUPPLY SIZES AND INCREASE SAME AS R.EOV. L 777 Z EEMCLITION NOTESz, THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY LINE OF WALLS, DOORS, WINDOWS, ETC. TO BE REMOVED; PROVIDE ALL TEMPORARY SHORIN& AS THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE,AND ARE AND SHALL REQUIRED (TYPJ REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER (DLINE OF DOORS, WINDOWS, ETC. TO BE REMOVED; STORE SECURELY ON SITE FOR RELOCATION LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE (COOFIDINATE STORAGE v4/ OWNER) ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. CREMOVE EXIST. CABINETS, AND APPLIANCES IN THEIR ENTIRETY; REFRIGERATOR AND DISHWASHER IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION DTO BE STORED SECURELY ON SITE FOR REU5E (COORDINATE STORAGE Pq/ OWNER) OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL IO N REMOVE EXIST. SINK GAP LINES AS REQUIRED; STORE SINK AND FAUCET ON SITE FOR POSSIBLE ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION"ALTERED BY REUSE (COORDINATE STORAGE P4/ OWNER) FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE O REMOVE EXIST. PLUMBING FIXTURES IN THEIR ENTIRETY; CAP LINES AS REQUIRED SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) REMOVE EXIST. TILE FLOORING; PATCH AND REPAIR AS REQ'D. TO PREP FOR NEW FLOORING; COORDINATE Pi/ CONSTRUCTION PLAN ISSUANCE: (D EXISTING ROOF TO BE REMOVED FROM THIS POINT BACK FOR ADDITIONS; COORDINATE EXTENT NO. DATE: DESCRIPTION:WITH CON5TRUGTION PLAN 1. 10.20.25 ISSUED FOR BUILDING DEPARTMENT FILING OEXISTING WASHER AND DRYER TO BE REMOVED; STORE SECURELY ON 51TE FOR RELOCATION TO NEW LAUNDRY ROOM; CUT AND CAP LINES AS REG-D. EXIST. LINE OF ROOF ABOVE TO REMAIN SHOWN DOTTED (TYP) PECK OSHOWN EL. (-)1'-3 1/2" 10 EXIST. H05E BIB TO BE REMOVED; CUT AND CAP LINES AS REO'D. 11 EXIST. REF. TO BE REMOVED; STORE SECURELY ON 51TE FOR RELOCATION TO NEW 6ARA6E EXIST. PATIO 12 EXIST. DEEP FREEZER TO BE REMOVED; STORE SECURELY ON SITE FOR RELOCATION TO NEW �EL. 5/4" GARAGE 13 EXIST. POT HANGING RACK TO BE REMOVED; PATCH AND REPAIR CEILING AS REQD. 14 REMOVE GARAGE SLAB AS REO'D. FOR NEW GARAGE SLAB PITCH. 1 2 1 TF T— fr===L1 EXIST. EXIST. EXIST. j j II I DEN PORCH KITCHEN 2 III II I 4 F--1 it 7 7 2 II ---------------------------- -T- Li r 0 STRUCTURAL KUROS SORBI-AVA ENGINEERING ENGINEER: 169 COMMACK ROAD LA SUITE H-362 EXIST. COMMACK, NY 11725 DINING ROOM 631-355-5556 ------- 1 100, F- L----A n NEXI� Y e, I X15T.kcg I NTH #1 1 00 EX L----- 2 10 L 2� 1114' 111,11 IL_j I I I I III EXIST, AN. CLO5. DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. 4------------------------------------ ---- ----- 255 MAIN STREET SUITE 200 HUNTINGTON, NY 11743 EX15TIN6 EXIST. P. 631.271.5400 WWW.DDANY.NET GARAGE EXISTING LIVIN(5 ROOM Copyright @ 2025 All Rights Reserved. FOYER SEAL: PROJECT NORTH: ------- *EL. 01-011 L F----------------- PROJECT TITLE: EXIST.' PORCH Lz RENOVATIONS & ALTERATIONS TO THE: LO`--7 IL2- NOTE: GENERAL GONTRAGTOR TO COORDINATE 4 SUPERVISE W OWNER RETAINED MOVING McNEILL RESIDENCE ------ COMPANY TO REMOVE 4 STORE OWNER F"15HIN65. GENERAL CONTRACTOR TO COORDINATE 4 5LFERV15E RETURN OF OWNER FURN15HIN6 AT GOMPLETION OF a FO-1 CONSTRUCTION. 111 710 OLD MENHADEN ROAD WALL LEGEND CUTCHOGUE , NEW YORK 11935 N.T.S. DRAWING TITLE: KALL5/GON5TRUGTION TO BE REMOVED. PATGH/REPAIR ALL SURFACES ADJACENT TO DEMO WITH MATERIALS TO MATCH FIRST FLOOR AND ALIGN FLUSH WITH EXISTING. DEMOLITION PLAN NEW HALL CONSTRUCTION: INTERIOR V4ALL5: U.O.N. NOTES AND DETAILS YY GYPSUM WALL BOARD OVER 2"X4" V400D STUDS @ 16"o.c. EXTERIOR HALLS:-U.O.N. 'HYDR06AP' HOUSE WRAP AS MANUF. BY BENJAMIN OBDYKE OVERY2" CDX PLYWOOD OVER 2"xb" WOOD STUDS @ 16" o.c. I/V %" R-21 BATT INSULATION AND XY GYPSUM WALL BOARD. DRAWN BY: 5DE SHEET NO. NEW FOUNDATION WALL CHECKED BY: SJS EXISTING WALL CONSTRUCTION TO REMAIN DATE: 10.20.25 Am101 f I fi S T f-02 L O O �EMCL M C N PLAN NOTE:- SCALE: AS NO-FED ALL GYPSUM WALLS AND CEILINGS ARE TO BE TAPED AND 5PACKLED (THREE A101 1/4-, = v—o-, GOAT5) AND PAINTED WITH ONE COAT PRIMER AND TWO GOATS FIN15HED COLOR PROJECT No. 2515 AS SELECTED BY OWNER. PROVIDE WATER RE-515TANT GYPSUM WALL BOARD IN REFER TO DEMOLITION NOTES FOR ADDITIONAL REQUIREMENTS ALL DAMP/ NET LOCATIONS. 77 IL Lj I 1:)EMOL1710N. NOTES a77-7-7 THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY OLINE OF WALLS, DOORS, WINDOWS, ETC. TO BE REMOVED; PROVIDE ALL TEMPORARY THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE,AND ARE AND SHALL 1 REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE 5HORIN6 AS REQUIRED (TYP) INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE GD EXIST. WINDOW TO BE REMOVED; STORE ON 51TE FOR RELOCATION ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. - O3 REMOVE EXIST. PLUMBING FIXTURES IN THEIR ENTIRETY; GAP LINES AS REQUIRED IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING 4 REMOVE EXIST. TILE FLOORING; PATCH AND REPAIR AS REQ D. TO PREP FOR NEW FLOORING ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION"ALTERED BY' FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE -- ---- ------ - -- O EXIST. PULL DOWN ATTIC ACCESS TO BE REMOVED; STORE ON 51TE FOR RELOGATION SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) I ' OLINE OF ROOF ABOVE TO REMAIN SHOWN DOTTED (TYP) ISSUANCE: I OEXISTING ROOF TO BE REMOVED FROM HERE BACK FOR ADDITIONS; COORDINATE NO. DATE: DESCRIPTION: EXTENT WITH CONSTRUCTION PLAN � i i 1. 10.20.25 ISSUED FOR BUILDING DEPARTMENT FILING I gO REMOVE EXISTING DEGKIN6 MATERIAL TO BE REPLACED; GUARD RAIL TO BE REMOVED AND STORED ON 51TE FOR RE-INSTALLATION O9 REMOVE EXISTING WINDOW TO BE REPLACED WITH LARGER UNIT i i I 1 / I - - - - - - - - 6 - - - - - - - - - I i II II I t - - - - - - - - - - - -I - - - - - - - -- ----- 1 =41 --- -_------� I I � Ii I III I I 3 II I I `>> I EXIST. I II I I j PRIMARY BATH I 11 I I I EXIST. I I (BATH #2) EXIST. II I WALK-IN GLOS. I I BALCONY II r , L----- FF-- I I I 4 II I I q EXIST. )III BEDROOM #3 I i II II o LJ II I IIII - - - - - - 1- 4 I I II __ ii I I L--J � - - - 1fi1— � \\ I II��y I I 1 L - - - - - - - - - - II ------------ G - - - - - - - - - - - - - ——————————— � LL.�� \ I I STRUCTURAL KUROS SORBI-AVA ENGINEERING I �\ \ I I ENGINEER: 169 COMMACK ROAD SUITE H-362 — — 6 3 3 I \\ I I COMMACK, NY 11725 � - - - - - - - - -'� - - - - - I \ EXIST. L _ 631-355-5556 1 I I I I PRIMARY BEDROOM (BEDROOM #1) I I �� IIII L HALL __ EXIST. I I I I FI - G'-11 I/8" I I 1 \ '°° I #3 I I II I \ 11 i 41 I I \ I I EXIST. I I I I EXIST. I EXIST. \ II t_I GLO5• I ❑ ❑ - - - - - - - - ', I . I t� I I I I 1 I DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. I I 255 MAIN STREET SUITE 200 HUNTINGTON, NY 11743 I 2 EXIST. I I P. 631.271 .5400 WWW'DDANY.NET Copyright ©2025 All Rights Reserved. BEDROOM #2 I I SEAL: PROJECT NORTH: E�15T. I I = - - - - - I PROJECT TITLE: i I RENOVATIONS & ALTERATIONS TO THE: I � it L I McNEILL RESIDENCE — J 710 OLD MENHADEN ROAD WALL LEGEND CUTCHOGUE , NEW YORK 11935 N.T.S. DRAWING TITLE: WALLS/CONSTRUCTION TO BE REMOVED. PATCH/REPAIR ALL SURFAGE5 ADJACENT TO DEMO WITH MATERIALS TO MATCH SECOND FLOOR AND ALIGN FLUSH WITH EXISTING. DEMOLITION PLAN NEW WALL CONSTRUCTION: NOT E5 AND DETAILS INTERIOR WALLS: U.O.N. Y2" GYPSUM WALL BOARD OVER 2"x4" WOOD STUDS ® I6"o.c. EXTERIOR WALL5: U.O.N. 'HYDROGAP' HOUSE WRAP AS MANUF. BY BENJAMIN OBDYKE OVER Y2' CDX PLYWOOD OVER 2"x6" WOOD STUDS ® 16" o.c. W/ 5412" R-21 BATT INSULATION AND Y2" GYPSUM WALL BOARD. DRAWN BY: SDE SHEET NO. NEW FOUNDATION WALL CHECKED BY: S.IS Aml 02 NOTE: EXISTING WALL CONSTRUCTION TO REMAIN DATE: 10.20.25 5ECONI:) r—LOOR 1:) FLAN— ALL GYPSUM WALLS AND GEILIN65 ARE TO BE TAPED AND 5PAGKLED (THREE SCALE: A5 NOTED AI02 1/4" = I'-O" GOATS) AND PAINTED WITH ONE COAT PRIMER AND TWO COATS FINISHED COLOR PROJECT NO. 2515 AS SELECTED BY OWNER. PROVIDE WATER RESISTANT GYPSUM WALL BOARD IN REFER TO DEMOLITION NOTES FOR ADDITIONAL REQUIREMENTS ALL DAMP/ NET LOGATION5. CON57RUC71 ON NOTES7777777,7 THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE,AND ARE AND SHALL 1 REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE LINE OF EXIST. FDN. WALL TO BE REMOVED/ CHOPPED TO BE BELOW NEW SLAB INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER (DTECT. THE 8" WIDE POURED CONCRETE FOUNDATION WALL W/ #4 CONTINUOUS HORIZONTAL BAR WITHIN 6" OF TOP OF ARCOHI ECTT SHALL BEODEEMED THE AUTHOR OFUT THE EXPRESS ITHEESE DOCUCONSENT OMENTS AND F THE I RETAINS ALL WALL W/ 50" OVERLAPPING a SPLICE POINTS$ #4 VERTICAL BARS a 48" O.G. W/ 6" EMBEDMENT INTO COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. FOOTING. W/12"x24" CONTINUOUS FOOTING TO BE 3'-0" BELOW GRADE MINIMUM W/ (2) #5 REBAR5 IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION CONTINUOUS, 5/a" 6ALV. ANCHOR BOLTS a 48" O.G. SEAM SEAL, COPPER FLASHING BETWEEN FOUNDATION $ OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I (1) 2x6 AGO. SILL PLATE $ (1) D. FIR 2x6 SILL PLATE; TUFF 4 DRY WATER PROOFING ON NEW FND. WALL; ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING TOP OF WALL TO AL16N W/ EXIST. ADJACENT; PROVIDE (R-10) RIGID IN5UL. ON IN51DE OF FND. WALL ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION'ALTERED BY' T - 8" WIDE POURED CONCRETE FOUNDATION WALL W/ (1) #4 VERTICAL BAR a 72" O.G. EXTENDED INTO FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE GD FOOTING, (I) WITHIN 6�� OF CORNERS AND OPENINGS, (I) #4 HORIZONTAL REPAR AT TOP w/ 3" COVER W/ SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION � LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) 12"x24" CONTINUOUS FOOTING TO BE 3'-0" BELOW GRADE W/ (2) #5 REBAR5 CONTINUOUS; 5/a" 6ALV. ANCHOR BOLTS a 23" O.G. SEAM SEAL, COPPER FLASHING BETWEEN FOUNDATION 4 (1) 2x4 AGO. SILL ISSUANCE: PLATE $ (1) D. FIR 2x4 SILL PLATE i i OPROVIDE #5 DOWELS a 12" O.G. VERTICALLY. DRILL$ EPDXY GROUT 6" INTO N0. DATE: DESCRIPTION: EXISTING FOUNDATION WALL $ (2) #5 DOWELS INTO EXISTING FOOTING. 1. 10.20.21 ISSUED FOR BUILDING DEPARTMENT FILING O PROVIDE 2" THICK POURED CONCRETE VERMIN SLAB OVER 6 MIL POLYETHYLENE VAPOR RETARDER, 12 JOINTS LAPPED 6" MIN., OVER 4" COMPACTED COURSE GRAVEL; MAINTAIN MIN. 3'-0" UNDER FLOOR SPACE I � i CD PROVIDE STEP FOOTING AT 2'-0" MAX. HORIZONTAL AND 1'-0" MAX. VERTICAL I � I PROVIDE MIN. 4" P.G. SLAB W/ 6 MIL V.B. W/ bxbloxo NM OVER 6" COMPACTED POROUS FILL 7 COMPACTED TO c15% DENSITY W/ Y EXPANSION JOINT a PERIMETER WHERE SLAB MEETS FND. WALLS SEE GONG. $ FND. NOTES FOR ADDITIONAL REQUIREMENT5; PITCH SLAB TO GARAGE DOORYa" PER FOOT. SLAB TO MATCH AND ALIGN W/ EXIST. GARAGE SLAB; DOWEL INTO EXIST. SLAB 8 PROVIDE 16"x8" CRAWL 5PAGE VENT W/ IN5EGT SCREEN; PROVIDE (2) BOX BEAM OVER OPENING; VENT TO BE LOCATED WITHIN 36" OF CORNER AND BE INSTALLED WITHOUT OBSTRUCTION I i (�D SAW GUT FDN. AS REQ'D. TO PROVIDE 24"AW MIN. OPENING; PROVIDE (2) BOX BEAM OVER OPENING 4 INSULATED ACCESS PANEL ON FULL BASEMENT SIDE — — — — — — — — — O ATTACH 'SIMPSON' (HTT22) HOLD DOWN TO CORNER POST IMBED IN FND. 10 WALL W/ 'SIMP50N' (55TB) BOLT (SEE 4 ON A-400 FOR DETAILS) IF — — — — — — - I 11 ATTACH 'SIMP50N' (HTT22) HOLD DOWN TO KING POST IMBED IN FND. WALL W/ 'S1MP50N' (55TB) BOLT (SEE 4 ON A-400 FOR DETAILS) SEE FIRST FLOOR PLAN FOR LOCATION LINE OF STAIR/ DEGK ABOVE SHOWN DOTTED (TYP) 1 I _ J I- - - - - - - - - - - - I it LINE OF CRIPPLE WALL ABOVE (SHOWN DOTTED) TO BE 2"x4" WOOD STUDS a 16"o.c. W/ (1) 2x4 AGQ. 51LL A-300 I F -4 — — — — — — — — — 1 13 PLATE 4 (1) D. FIR 2x4 SILL PLATE SECURED TO EXIST. SLAB W/ P.A.F. PROVIDE COPPER TERMITE SHIELD i PROVIDE MIN. R-30 BATT IN5UL. IN F.J. BAYS v >x� I 15 POST FROM ABOVE TO BEAR SOLIDLY ON FDN. WALL I = o I I O ic14 EXISTING FULL BASEMENT (— 16 POST FROM ABOVE TO BEAR SOLIDLY ON GIRDER (SHOWN DOTTED) (UNFINISHED) I � 1 I 1 , 12 O STEEL COLUMN FROM ABOVE TO BEAR 50LIDLY ON FDN. WALL; PROVIDE 8"x 8"x 3/4" STEEL BASE PLATE, 13'-10 1/2" (+/- V.I.FJ lx �� I i 17 IF PLATE WILL BE OVER BEAM POCKET NOTIFY ARCHITECT 8" 13'-2 1/2"+/- 1 I w) 2'-O" 2'-0" I I 18 EXIST. 5TL. GOL 4 FOOTING TO REMAIN (TYP. U.O.N) 3-0 I I _ 8 I 1 17 I 1 ; 19 EXIST. 5TL. GOL TO REMAIN, FOOTING TO BE REMOVED (SEE NOTE #20 FOR NEW FOOTIN(5); PROVIDE TEMP — — —— ————— — —— I —— 22 I _ _ _ _ _ _ _' 5HORIN6 AS REQ'D. EXISTT�(3) 13/4"xil ?/8' L. .L. _ L NEW 3Y2 5GH. 40 (O.D. 4 ) 5TL. POST UNDER POST/ GIRDER ABOVE TO BEAR SOLIDLY ON 48 x48 xi2 DEEP O FOOTING W/ (4) #5 BARS EA WAY TO BEAR ON UNDISTURBED SOIL; PROVIDE GAP 4 BASE PLATE FOR FULL o I —I - - L — -- -- -- - - - - - - -� _ L _ 16 l 20 I I NEW I I BEARIN6 (INCLUDING EXIST. ADJACENT COL. TO REMAIN); WELD TO BE Y4" FILLET WELD. GAP PLATE LAG m �? GRAWL SPACE 2 4 18 18 L_— — J Ia I I BOLTS TO BE 3/a" IN PREDRILLED HOLES; 5/a" ANCHOR BOLTS FOR BASE PLATE W/ V EDGE DISTANCE. ]EXIST. 20 I I REPAIR P. GONG. SLAB AS REQ'D. SEE DETAIL THI5 SHEET FOR P05T GAP " 6 2 X ELEG. 21 I 21 5TL. COLUMN FROM ABOVE TO BEAR SOLIDLY ON 61RDER (SHOWN DOTTED). PROVIDE 5 Y4 (MIN)x8 x Y2 5TL. STRUCTURAL KUROS SORBI-AVA ENGINEERING N 5 14 23 (PANEL I I BASE PLATE FOR FULL BEARING; ATTACH W/ (4) %" DIA. LAG 5GREW5 INTO PREDRILLED HOLES ENGINEER: 169 COMMACK ROAD I O INSTALL '51MP50N' HIOA TIE ON F.J. WITHIN 2'-O" EA. 51DE OF NEW 5TL. COL. FROM ABOVE TO CONNECT TO SUITE H-362 1 J I ~O I 1 22 GIRDER COMMACK, NY 11725 _ _ _ _ _ J I I 23 PROVIDE 5/4" T46 PLY ND. W/ 6LUE/NAIL W/ PAGK UP AS REQ'D. FOR NEW FINISHED FLOOR TO ALIGN W/ 631-355-5556 Q I I 4 -I � ® I I EXIST. ADJACENT (TYP.) ALTERNATIVELY- 13/4"xc Y1' L.Y.L. OR a Y2" TJI F.J. MAY BE USED TO AVOID PACK UP I I I v Q EXIST. I I 24 PROVIDE MIN. 18x24 AG( TO BELOW FLOOR SPACE. COORDINATE LOCATION IN FIELD = 0 w 16 OIL TANK I 1 I I 2x10 F.J. I 1 �� I I ,.,. 1 a O G I IS EXIST. I I I 1 I I N ® I6 HVAC 18 EXIST. I I I I X OIL TANK 1 Lam, - - - - - - - — - - - - - - 1 l EXIT-T. (3 3/4"xi I �/8" L .L. I- - - - - , - - — — I � I . EXISTING T11 — 5LA13 ON GRADE I 2x10 F.J. NpE�13rYE2" SGH. 40 5TL. POST FROM I I a O.G. L---- I - - - � I 1 I L u rr rr 1 I 14 23 1 ----- I IS 18 I , 5 Y4 x8 x Y2 STEEL BA5EPLATE I 24 I 15 13 EXI5T. I ___ , ~p EXISTING I (4) 3/a" DIA. LA6 5GREW5 INTO _ __ DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. LAB i I I FULL BASEMENT I PREDRILLED HOLES U----� (UNFINISHED) I J i 255 MAIN STREET SUITE 200 HUNTINGTON, NY 11743 — — — — — — �,L - - - - - - - I F- a I I i P. 631.271.5400 WWW.DDANY.NET 1 i Copyright ©2025 All Rights Reserved. IS Y - --- w I EXISTING L.Y.L. GIRDER TO REMAIN SEAL: ;, PROJECT NORTH: I NEW 1 SLAB I o I 1 1 I I � 3/brr UP EXTERIOR SIDES BOTH PLATES i I 7 L - - - - — — — — - - - - - - - - J L —I d 7"x8"xYY STEEL GAP PLATE II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� � � ; (4) 3/a" DIA. LA6 5GREW5 INTO I 1 I I i PREDRILLED HOLES PROJECT TITLE: SLAB ON6RADE D I I ' S _ RENOVATIONS & ALTERATIONS TO THE: I I I I i P05T Y2" SGH. 40 (O.D. 4") 5TL. �- INSTALL SMOKE DETECTOR AND CARBON L __ � MONOXIDE DETECTORS IN ACCORDANCE WITH ALL M c N E I LL RESIDENCE — —_— _ J STATE AND LOCAL CODE REQUIREMENTS. SINGLE I __ _ ___________ __ I AND MULTIPLE STATION SMOKE ALARMS AS PER THE RE51DENTIAL CODE OF NY5 R-314, R-515 AND L q I 4 F -1 F -1 12 F - i AJ801.3.1, WIRED IN SERIES I L —I L J L I L I L -1 ; L 710 OLD MENHADEN ROAD Q0. I I `; -I---15--------------------------- ---- ----- ----------------------J 2 F057 C P 1:)E!7 1 NALL LEGEND CUTCHOGUE NEW YORK 11935 cV r I3 7 3 N.T.S. DRAWING TITLE: A103 1 1/2" = 1'-0" WALLS/CONSTRUGTION TO BE REMOVED. PATCH/REPAIR ALL SURFAGE5 ADJACENT TO DEMO WITH MATERIALS TO MATCH FOUNDATION PLAN AND ALIGN FLUSH WITH EXI5TIN6. I r/,� 10 I NOTES AND DET�IL5 - -- - -- 11 J NEW WALL CONSTRUCTION: INTERIOR WALLS: U.O.N. L — — — —— —— —————— — — Y2" 6YP5UM WALL BOARD OVER 2"x4" WOOD STUDS a 16"o.c. a'-4"+/- I'-10" 8' EXTERIOR WALL5: U.O.N. 14'-4" (+/- V.I.F) 'HYDR06AP' HOUSE WRAP AS MANUF. BY BENJAMIN OBDYKE OVER Y2" GDX PLYWOOD OVER 2"xb" WOOD STUDS a 16" o.c. W/ 5v2" R-21 BATT INSULATION AND Y2" GYPSUM WALL BOARD. DRAWN BY: 5DE SHEET NO. • -. .: NEW FOUNDATION WALL CHECKED BY: rj,I5 EXISTING WALL CONSTRUCTION TO REMAIN DATE: 10.20.25 f=CUN=�A71 ON FLAN NOTE: NOTE: NOTE: ®103 PROVIDE 'GETGO' YOLGLAY WATERSTOP-RX 101 CONCRETE JOINT WATERSTOP A-F- DIMENSION TAKEN TO GONG. POUR ALL GYPSUM WALLS AND CEILINGS ARE TO BE TAPED AND SPAGKLED (THREE SCALE: A5 NOTED A103 1/4" = 1'-O° VERTICALLY WHERE NEW CONCRETE POUR JOINS EXISTING POURED CONCRETE. GOATS) AND PAINTED WITH ONE GOAT PRIMER AND TWO GOATS FINISHED COLOR INSTALL AS PER MANUFAGTURE5 5PEGIFIGATION5. PROVIDE WATERPROOF MEMBRANE FLASHING NOTE: PROJECT N0. 2515 PROVIDE 'YORKSHIELD' IO&T5 COPPER FLA5HIN6 WHERE WOOD MEETS MASONRY (TYPJ AS SELECTED OWNER. PROVIDE WATER RESISTANT GYPSUM WALL BOARD IN 22'-On TO EACH SIDE WHERE NEW CONCRETE JOINS EXIST. POURED CONCRETE ALL DAMP/ NET LOCATIONS. I i CON57RUC71 ON NOES L16H7/\/EN7 CALOULA710NS ; : THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY NEW DEN REQUIRED LIGHT TRANSMITTING AREA = THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE,AND ARE AND SHALL PROVIDE 5/e" GYP. BD. ON WALL5 AND GEILIN6 OF GARAGE (TYP.) REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE 1 AREA = 202.5 50.F7. 202.5 50.FT. X b% = 16.2 50.FT _ / INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER PROPOSED WINDOW L16HT TRANSMITTING AREA=36.2 5Q.FT. V LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE O LINE OF FND. WALL BELOW ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL REQUIRED AIR VENTILATION AREA = COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. O LINE OF WALL ABOVE SHOWN DOTTED 202.5 50.FT. X 4% = 5.1 50.FT IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION PROPOSED WINDOW AIR VENTILATION = 15.3 50.FT. ✓ OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I 4O LINE OF ROOF ABOVE SHOWN DOTTED (TYPJ ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING NEW LAUNDRY REQUIRED LIGHT TRANSMITTING AREA = ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION'ALTERED BY" AREA = 71.7 5Q.FT. 71.1 5Q.FT. X 8% = 5.7 5Q.FT FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE 5 RELOCATED GARAGE DOOR PROPOSED WINDOW LIGHT TRANSMITTING AREA=5.74 SQ.FT. SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) CD INSTALL WINDOW UNIT RELOCATED FROM EXIST. 6ARA6E REQUIRED AIR VENTILATION AREA = ISSUANCE: 11.1 50.FT. X 4% = 2.11 50.FT. 7 PROVIDE STEPS TO HAVE ACQ. 5TRIN6ER, FINISH TREADS w/ OAK OR APPROVED EQUAL TO PROPOSED WINDOW AIR VENTILATION = 32 50.FT. ✓ NO. DATE: DESCRIPTION: COMPLY W/ NY5 RESIDENTIAL CODE 8 INSTALL RELOCATED FRID6E FROM EXISTING GARAGE RENO. KITCHEN/ REQUIRED L16HT TRANSMITTING 1. 10.20.25 ISSUED FOR BUILDING DEPARTMENT FILING AREA = EAT IN AREA 436A 50.FT. X 8% = 35.0 50.FT EXIST DECK. 9O INSTALL RELOCATED FREEZER FROM EXISTING GARAGE AREA= 436A 50.FT. PROPOSED WINDOW/DOOR L16HT TRAN5MITTIN6 AREA=82.q 50.FT. _I$)_EL. (-)1'-3 1/2" REQUIRED AIR VENTILATION AREA = 10 INSTALL OWNER SELECTED STORAGE 5HELVIN6; PROVIDE BLOGKIN6 AS REQ'D. 43bA 50.FT. X 4% = 17.5 50.FT. PROPOSED WINDOWS DOOR AIR VENTILATION = 40D 50.FT. 11 PATCH 4 REPAIR WALL TO MATCH 4 AL16N w/ EXIST. ADJACENT EXIST. NEW HOME OFFICE REQUIRED LIGHT TRANSMITTING AREA = PATIO FURR OUT WALL AS REQ'D. TO ALG6N w/ NEW 2x6 WALL FRAMIN6; PROVIDE 4 �EL. (-)I'-6 3/4" 12 R-21 BATT IN5UL. IN STUD BAYS AREA - 82 Q SQ FT PROPOSED WINDOW LIGHT TRANSMITT N6 AREAS--2 .O SQ.FT. 13 PROVIDE AND INSTALL NEW WOOD FLOORING TO MATCH EXISTING; FINISH w/ OWNER SELECTED WATER BASED FINISHES REQUIRED AIR VENTILATION AREA = 82A 50.FT. X 4% = 3.3 5Q.FT. ON, 14 RE-INSTALL DRYER;VENT TO OUTSIDE PER NY5 RESIDENTIAL CODE PROPOSED WINDOW AIR VENTILATION = q.0 50.FT. ✓ I'-7" 11Z4 112" 7'-q 5/8"+/- 15 RE-INSTALL WASHING MACHINE TIE INTO EXIST. WA5TE LINE (V.I.F) 31 I II II 32 O PROVIDE AND INSTALL OWNER SELECTED 5TORA6E ABOVE w/ DRYING RACK; 16 PROVIDE BLOCKING AS REQ'D. 52C TW2 2G 1 +I --I-_y 28 DN. 17 PROVIDE AND INSTALL OWNER SELECTED TILE FLOORING - I 1 A-300 _J I 2'6"x6'8, �, SD I 18 PROVIDE EXHAUST FAN VENTED TO EXTERIOR ELECTRICAL NOTE: `r -----a I I � I PROVIDE ALL ELECTRICAL OUTLETS, SWITCHES, ETC. Li PATCH AND REPAIR WOOD FLOORING AS REQ'D. (TYP. OF AREA OF WORK, EXGLUDIN6 AGCORDIN6 TO ALL STATE AND LOCAL CODES. 19 BATHROOMS) COORDINATE WITH ITH OWNER, LOCATIONS OF ALL ADDITIONAL 23 5WITGHIN6, OUTLETS AND L16HTING. 11 0 i i i NEW NEW EXIST. I Zp REMOVE EXIST. SIDING 4 SHEATHING; GAT ® MID-SPAN PROVIDE Y2" GYP. BD. 25 I I EAT-IN HOME OFFICE PORCH I I- PROVIDE R EGTRIGAL CONVENIENCE RECEPTACLE 13'-10 I/2" (+/- V.I.FJ I ' AREA (NO SLEEPING) I 21 OWNER SELECTED FOLDING TABLE Pi/ STORAGE CABINET d SINK (SEE PLUMBING OUTLETS PER E3g01 6 I/ 13'-4"(+/-) i I 271 34 I FIXTURE SCHEDULE) 5-II I/2 4 I/2 7-0 " I I I 22 OWNER SELECTED 2'-6" FIRE RATED DOOR 4 A55EMBLY w/ SELF CLOSING HARDWARE TO 2- PROVIDE CONVENIENCE RECEPTACLE OUTLET IN I 26 i I BE 20 MINUTE RATED; DOOR STYLE TO MATCH EXI5TIN6 DOOR STYLE 4 PROFILES GARAGE, PER E3aOI.q WITH 6FGI, PER E3g022 4 U i i Iq I GDDE516NER RELOCATED KITCHEN WINDOW TO BE CENTERED ON SINK; COORDINATE w/ KITCHEN 3- PROVIDE ONE WALL SWITCH CONTROLLED LIGHTING ON 0 HAV NEXTERIOR GRRADE 51DE OF EACH AC-GE55 OUTDOOR DACCORDANCE WIOR TH All - 10 -,-� I L____1--J 24 RE-INSTALL REFRIGERATOR E3gO3.3 5T0. i i RENOVATED - L_'." 'z KITCHEN Iq d� u�l 25 OWNER SELECTED MILLWORK COORDINATE w/ KITCHEN DESIGNER 4- 6FGI's ARE TO BE PROVIDED, PER E3g02 x O Iq O OWNER SELECTED 36" INDUCTION RANGE w/ OWNER SELECTED RAN6E HOOD PIPED ml !!p;" 14 I7 O z6 TO EXTERIOR PER NY5 RESIDENTIAL CODE. 25 Za m PLUMBIN6 NOTE: STRUCTURAL KUROS SORBI-AVA ENGINEERING NEW LAUNDRY E 0 I O q� w I- MATERIALS FOR WATER SUPPLY AND D15TRIBUTION ENGINEER: 169 COMMACK ROAD �--I 20 cV °- - 27 OWNER SELECTED 3'-4"xq'-4" ISLAND COORDINATE w/ KITCHEN DESIGNER SYSTEMS, PER TABLES P2g06.4., P2a06.5, P2g06.6 SUITE H-362 m -- ------- +�° iv COMMACK, NY 11725 -__I_-- � z RENO.� 24 -------- I I tt 28 RE-INSTALL DISHWASHER 2- MATERIALS FOR DRAINS, WASTE AND VENTS PER 631-355-5556 4'-0" 411211 DINING ROOM TABLE5 P3002.1 AND P31113 Q 12 II 25 OWNER'S 29 OWNER SELECTED WINE/ BEVERA6E FRIDGE 11 "I CLOSET WINDOW/ DOOR NOTE: -�I= 71 2 3O 30 INSTALL OWNER SELECTED STORAGE SHELVING; PROVIDE LOCK ON DOOR TO BE ALL NEW WINDOWS TO BE MANUFACTURED BY "ANDERSEN". SD 30 % O KEYED TO OWNER KEY MODEL NUMBER AS INDICATED ON PLANS. ALL NEW WINDOWS x Q SD ® TO COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK 31 PROVIDE AND INSTALL NEW OWNER SELECTED SCREEN DOOR ASSEMBLY II _ L 18 STOR. STATE. TO BE 400 SERIES WITH �Yb' PERMANENT INTERIOR d F tV ! EXTERIOR 6RILLE5;FDL SPACER BAR;LOW-E 6LA55 AND NEW DEN - BINS 32 INSTALL WINDOW UNIT RELOCATED FROM EXIST. DEN; PROVIDE NEW TEMPERED INSECT SGRIEENS. HARDWARE A5 SELECTED BY OWNER, (T) I. - 6LA55 SASHES d MULL KIT; TO BE MULLED w/ EXIST. WINDOW TO REMAIN AFTER MODEL # INDICATES TEMPERED 6LA55 UNIT PROVIDE I *' 13 RE I 33 3'-0" DOOR TO MATCH AND BE INTE6RATED w/ KITCHEN MILLWORK EXTEN5ION JAMBS AS REQ'D. WHEN LOCATED IN A NET AREA (I.E. SHOWER) PROVIDE PREFIN15HED INTERIOR w/VINYL 1 P EXISTING I5T 4 2ND FLOOR DECK TO EVALUATE STRUCTURAL EXIST. CONTRACTOR TO OPEN U I 34 EXTENSION JAMBS. I AN F _ GLOS_ I O INTEGRITY OF COLUMN/ WOOD POST/ DECK J015T5 d 2x TRIM BOARDS. NOTIFY ARCHITECT NOTE: OF EXISTING CONDITIONS; PROVIDE $10 K ALLOWANCE FOR REPAIR CONTRACTOR TO VERIFY ALL GEILIN6 4 FRAMING HE16HT5 AS WELL AS GABINETRY AND BUILT IN HE16HT5 PRIOR TO77 ORDERING DOORS OR WINDOWS. I GENERAL UTILITY NOTES: 12 3 ___ ___ I I I. THE HVAG CONTRACTOR SHALL VERIFY THE 517E AND DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. - --- --- THENEN REQUIREMEN S TO DETERMINE F(STHE EXISTIN6 AT 255 MAIN STREET SUITE 200 H U N T I N G T 0 N, NY 1 1 7 4 3 -cw - - - - - - - - - - - - I EXIST. EXISTING LIVIN6 ROOM I 5YSTEM(S) WILL BE ADEQUATE TO ACCOMMODATE THE NEW I 8 FOYER I ADDITION. IF THE 5Y5TEM(S) ARE NOT ADEQUATE, THE P. 631.271.5400 Ce WWW.DDANY.NET pyright ©2025 All Rights fleserved. �t 6ENERAL CONTRACTOR SHALL INCLUDE IN HI5 BID THE COST SEAL: PROJECT NORTH: 4 i 7 -- ---- I EL. O-O i OF EXPANDIN6 THE 5Y5TEM(S) A5 REQUIRED FOR PROPER PERFORMANCE. UP I I 2. THE PLUMBIN6 CONTRACTOR TO VERIFY THE 51ZE OF f DN. 22 I EXISTING DOMESTIC HOT WATER SYSTEM AND DETERMINE IF le I I THE EXISTING SYSTEM WILL BE ADEQUATE FOR THE NEW AND I I EXISTING LOADS COMBINED. IF SYSTEM 15 NOT ADEQUATE, i ❑Q THE GENERAL CONTRACTOR SHALL INCLUDE IN HI5 BID THE C05T OF EXPANDING THE SYSTEM AS REQUIRED FOR PROPER NEW a I PERFORMANCE. GARAGE 4 / EXIST. \ I 3. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE 51ZE OF PROJECT TITLE: PORCH I THE EXISTING ELECTRIC SERVICE FOR ADEQUACY IN O'-7 I/2" I PROVIDIN6 NEW ELECTRICAL INSTALLATIONS AS SHOWN. 10 i UPGRADE SERVICE, METER, PANEL, ETC. AS REQUIRED. ALL RENOVATIONS & ALTERATIONS TO THE: z I 2 I \ I z I ELECTRICAL WORK TO BE FIRE UNDERWRITER5 INSPECTED AND APPROVED. SUBMIT CERTIFICATE TO OWNER UPON M c N E I LL RESIDENCE < I I < RECEIPT. THE GENERAL CONTRACTOR SHALL INCLUDE IN HI5 BID THE COST FOR THE UP6RADE AND ALL RELATED I 1 6 I I i Q a 0 �� I ELECTRICAL REQUIREMENTS. - - - - - - - - - - - - - - - - - - - - - - -� 710 OLD MENHADEN ROAD WALL LEGEND CUTCHOGUE , NEW YORK 11935 I N.T.S.4 4 DRAWING TITLE: WALLS/CONSTRUCTION TO BE REMOVED. PATCH/REPAIR ALL FIRST FLOOR PLAN SURFAGE5 ADJACENT TO DEMO WITH MATERIALS TO MATCH `r (' / 5 \ I I I SD AND AL1614 FLUSH WITH EXISTING. NOTES AND DETAILS INSTALL SMOKE DETECTOR AND CARBON N I MONOXIDE DETECTORS IN ACCORDANCE WITH ALL NEW WALL CONSTRUCTION: STATE AND LOCAL CODE REQUIREMENTS. 51NGLE INTERIOR WALLS: U.O.N. `r I AND MULTIPLE STATION SMOKE ALARMS AS PER THE RESIDENTIAL CODE OF NY5 R-314, R-315 AND Y2' GYPSUM WALL BOARD OVER 2"x4" WOOD STUDS ® I6"o.c. 4112" 13'-8" (+/-) 4 T12" AJ801.3.1, WIRED IN SERIES EXTERIOR WALLS: U.O.N. 14'-5" V.I.Fa NOTE: 'HYDRO6AP' HOUSE WRAP AS MANUF. BY BENJAMIN OBDYKE (+/- FIRST FLOOR TOP PLATE TO BE SET 50 NEW SECOND INTERIOR DOOR NOTE: OVER Y2" GDX PLYWOOD OVER 2"xb" WOOD STUDS ® I6" o.c.W/ 5V2" R-21 GATT INSULATION AND Y2° GYPSUM WALL BOARD. FLOOR ALIGNS w/ EXIST. (V.I.FJ PROVIDE AND INSTALL SOLID GORE 13/8' PRE HUN6 PRIMED DRAWN BY: 5DE SHEET NO. INTERIOR DOORS STYLE 4 STICKING TO MATCH EX15TIN6. 5UBFLOOR NOTE: NOTE: PROVIDE AND INSTALL DOOR HARDWARE TO MATCH EXISTING. NEW FOUNDATION WALL CHECKED BY: 5,15 WHERE NEW F.J. AND EXIST. F.J. MEET, 5UBFL00R 15 TO PREP 4 PAINT ENTIRE INTERIOR GEILIN6,5/ WALL5/ TRIM IN DOORS ADJACENT TO INTERIOR AND EXTERIOR CORNERS STRADDLE POINT OF BEARING (TYPJ OWNER SELECTED COLORS SHALL BE SET 4 y2" TO R.O. TO ALLOW FOR OWNER SELECTED EXI5TIN6 WALL CONSTRUCTION TO REMAIN DATE: 10.20.25 l 04 F21RI57 TRIM. DOORS FOR CLOSETS, LINEN CLOSETS, PANTRIES ETC. a r-LOORFLA EE E: NOTE: SHALL BE CENTERED WITHIN WALL LENGTH U.O.N. EXISTING WOOD FLOORS ARE TO BE SANDED AND REFINISHED NOTE. SCALE: A5 NOTED DIMENSIONS TAKEN TO FIN15H MATERIALS - GYP. IN OWNER SELECTED COLOR WATER BASED FINISHES ARE TO MIN. TRIM ALLOWANGE- PAINT GRADE TO MATCH EXISTING (NO ALL 6YP5UM WALL5 AND GEILIN65 ARE TO BE TAPED AND 5PAGKLED (THREE ,4IO4 I/4" = I'-0" 8 PLYWOOD BE USED. MDF TRIM): COATS) AND PAINTED WITH ONE GOAT PRIMER AND TWO GOATS FINISHED COLOR PROJECT N0. 2515 -3Y2" DOOR 4 WINDOW CASING AS SELECTED BY OWNER. PROVIDE WATER RESISTANT 6YP5UM WALL BOARD IN -5Y2" BASE w/ SHOE MOULDING ALL DAMP/ NET LOCATIONS. CON57RUC71 ON MOTES77 THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY- LINE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE,AND ARE AND SHALL 1 LINE OF WALLS BELOW REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE 2 LINE OF ROOF ABOVE SHOWN DOTTED (TYPa ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. O LINE OF CEILIN6 TRANSITION IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I 4 ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING PATCH AND REPAIR WALL TO MATCH AND ALIGN w/ EXIST. ADJACENT ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE T 5 RELOCATED ATTIC AGCE55 PULL DOWN STAIR, DBL. G.J. CONSTRUCTION AROUND OPENING SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION i � I LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) RELOCATED WINDOW UNIT FROM HALLWAY; PROVIDE NEW GA51N6 TO MATCH EXISTING O6 ISSUANCE: RELOCATED WINDOW UNIT FROM EXISTING LAUNDRY ROOM; PROVIDE NEW CASING TO O MATCH EXISTING N0. DATE: DESCRIPTION: O FURR OUT WALL A5 REQ'D. TO ACCOMMODATE SHOWER NICHE AND AL16N w/ 1. 10.20.25 ISSUED FOR BUILDING DEPARTMENT FILING i 8 ADJACENT A5 SHOWN O9 REMOVE EXIST. SIDING d SHEATHING; GAT ® MID-SPAN PROVIDE Y2" GYP. BD. I 10 PROVIDE AND INSTALL OWNER SELECTED CLOSET 5Y5T EM I D PROVIDE AND INSTALL CHROME HANGING ROD AND SHELF CDPATCH AND REPAIR WOOD FLOORING A5 REQ'D. (TYP. OF AREA OF WORK, EXCLUDING BATHROOMS) I i 13 PROVIDE AND INSTALL NEW WOOD FLOORING TO MATCH EXISTING; FINISH w/ OWNER SELECTED WATER BASED FINISHES I I _ _ _ _ _ _ _ _ 14 PROVIDE AND INSTALL OWNER SELECTED TILE FLOORING AND WALL TILE IN WET AREAS I 5-6" 15 OWNER SELECTED 36" VANITY WITH LAV SINK (5EE PLUMBING FIXTURE SCHEDULE) i I 1? 20 16 OWNER SELECTED 30" VANITY WITH LAV SINK (SEE PLUMBING FIXTURE SCHEDULE) I ' OWNER SELECTED 48" VANITY WITH LAV SINK (SEE PLUMBING FIXTURE SCHEDULE) CONTRACTOR TO OPEN UP EXISTING I5T 4 2ND FLOOR DECK TO EVALUATE STRUCTURAL p NE I O INTEGRITY OF COLUMN/ WOOD POST/ DECK J0I5T5 d 2x TRIM BOARDS. NOTIFY ARCHITECT OF I I ' BATH `{ 15 EXISTING CONDITIONS; PROVIDE $10 K ALLOWANCE FOR REPAIR A-300 l 23 #3 12 g�h}�5 i--- I 19 OWNER SELECTED TILE SHOWER PITCHED TO DRAIN; COORDINATE OWNER REQUIREMENTS 2'4"xb'8' 14 0 23 I�--�I 21 FOR PLUMBING ACCESSORIES;SEE PLUMBING FIXTURE 50HEDULE I - ' l i 1� RENO. 20 OWNER SELECTED TEMPERED GLASS SHOWER SURROUND 24 BEDROOM #3 4'-II 1/8" (EQ) 4'-II 1/1 (EQ) d I i BALCONY 21 42" H16H WALL TO BE GAPPED w/ OWNER SELECTED MATERIAL 4 TEMPERED GLASS Q 20 I SHOWER SURROUND I m t 10 RENO. 18 WALK_. I 22 REPLACE EXISTING WINDOW SASH w/ TEMPERED UNIT x _ GLO5. 7 16 j - - - - - - GD PROVIDE BATHROOM EXHAUST FAN VENTED TO EXTERIOR =_- NEW IO z- _ - _ - --� \ 5D I / K-IN 0 LG O5. 24 NEW WINDOW IN EXIST. WINDOW LOCATION -I= —_ - — -- ---- - - - - - - - - - � z- - - - - a3 — � — - - — — — — — — — — — I 2 61 " - 6'-6"--=--4 I/2" 6'-5 1/2" Q1-7 \ STRUCTURAL KUROS SORBI-AVA ENGINEERING 5 r - - T - - AL N Sp 12 z ENGINEER: 169 COMMACK ROAD SD I \ 0 I I SUITE H-362 --- - - 7 4 I ALIGN EEi6'1 COMMACK, NY RENO, L - - - - - 631-355 5556725 O II 2 BEDROOM #1 CLO5. '� // No 715N I \ I I (2) 2'b"xb'8" I / / 2 BATH #4 48Ia�SD EXIST. HALLI % �� \\B TH #2/ �\ 20 i rn-�I� 2 9 EX15T I is \ INJ I6 . ON. \ LNNN_JJJJa++ I � I Y I - - - - - - - - - - - -- - - - 23 \ 23 16H7/\/EN7 CALCULA71 ONS N I NEW / � ITS -1- - - - - - - - - - - - - - - - - - � � I BEDROOM #4 --- -- cv I A. 14 NEW BEDROOM #4 REQUIRED L16HT TRANSMITTING AREA 5'-0"I I I AREA = 182.6 SQ.FT. 182.E SQ.FT. X 8% = 14.6 SQ.FT --- _-- -- / I i MOP05ED WINDOW L16HT TRANSMITTING AREA=30.9 5Q.FT. REQUIRED AIR VENTILATION AREA = 12 I I PROPOSED WINDOW AIR VENTILATION 1-1 5Q.FT. DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. I 4 -- 1 I -0 4 I/2 - i RENO. I BEDROOM #2 cv I I I NEW 4 RENO, REQUIRED L16HT TRANSMITTING AREA = 255 MAIN STREET SUITE 200 H U N T I N G T O N, N Y 11743 1 '! ! I, BATHROOMS NOT REQUIRED WHERE ARTIFIGIAL L16HT I5 PROVIDED P. 631.271.5400 WWW.DDANY.NET Copyright ©2025 All Rights Reserved. REQUIRED AIR VENTILATION AREA = SEAL: PROJECT NORTH: ! Ili !I ( TVy3 2 I? r NOT REQUIRED WHERE LOCAL EXHAUST 15 PROVIDED d) EQ. EQ' ► I -- -- I � l 1 I F l b I I 2 2 NOTE: r cv I 1 I DOOR R.O. TO BE SET 4f'2' OFF OF INTERIOR 13'-10 1/2" 1 RNO. I I I I AND EXTERIOR CORNERS TO PROVIDE ROOM FOR OWNER SELECTED TRIM. MIN. TRIM ALLOWANGE- PAINT GRADE AS I I 3 I SELECTED BY OWNER: I LI { - - - - - - - - - -I- - - - - - - - - - - - J -3YY DOOR 4WINDOWGA5ING I � 11 22 -5 Y2" BASE w/SHOE MOULDING 11 III ! II PROJECT TITLE: I 1 III,,; !'I,I I! _---._-- � ( G = INSTALL SMOKE DETECTOR AND CARBON RENOVATIONS & ALTERATIONS TO THE: Di - ! jl l I I -- I MONOXIDE DETECTORS IN ACCORDANCE WITH ALL STATE AND LOCAL CODE REQUIREMENTS. SINGLE AND MULTIPLE STATION SMOKE ALARMS AS PER M c N E I LL RESIDENCE THE RESIDENTIAL CODE OF NYS R-314, R-315 AND AJ801.3.1 WIRED IN SERIES 710 OLD MENHADEN ROAD WALL LEGEND CUTCHOGUE NEW YORK 11935 ' ! N.T.S. I I l ,�I ! I I, �I '� DRAWING TITLE: � ;! '' ; I �; ! � j I , I I - WALLS/CONSTRUCTION TO BE REMOVED. PATCH/REPAIR ALL ! I I l II I SURFACES ADJACENT TO DEMO WITH MATERIALS TO MATCH SECOND FLOOR PLAN -_ _ ! i AND AL16N FLUSH WITH EXISTING. II NOTES AND DETAILS II - _ i i NEW WALL CONSTRUCTION: l 1 INTERIOR U.O.N. -`- - --- - j Y2" 6YPSUM WALL BOARD OVER 2'l WOOD 5TUD5 ® 16"o.c. -- -- -- - -------- ---- - EXTERIOR WALLS: U.O.N. 'HYDR06AP' HOUSE WRAP A5 MANUF. BY 13ENJAMIN OBDYKE NOTE. OVERY2" COX PLYWOOD OVER 2"xb" WOOD STUDS ® 16" o.c. PREP � PAINT ENTIRE INTERIOR CEILINGS/ WALLS/ TRIM IN OWNER SELECTED COLORS W/ 5(/2' R-21 BATT INSULATION AND Y2" GYPSUM WALL BOARD. DRAWN BY: 5DE SHEET NO. NOTE: NEW FOUNDATION WALL EXI5TIN6 WOOD FLOORS ARE TO BE SANDED AND REFINISHED NOTE: CHECKED BY: 5_J5 IN OWNER SELECTED COLOR. WATER BASED FIN15HE5 ARE TO PROVIDE 22"x30 AGCE55 INTO EXIST. ATTIC EX15TING WALL CONSTRUCTION TO REMAIN BE USED. SPACE ROUGH NEW ATTIC DATE: 10.20.25 AS 5EC0N1:) -1 5 r—LOOR FLAN SUBFLOOR NOTE: NOS: NOTE: SCALE: AS NOTED WHERE NEW F.J. AND EXIST. F.J. MEET, SUBFLOOR IS TO ALL DIMENSIONS TAKEN TO FINISH MATERIALS ALL GYPSUM WALLS AND CEILINGS ARE TO BE TAPED AND SPAGKLED (TFIREE A105 I/4" = i'-0" STRADDLE POINT OF BEARING (TYP) - GYP. BO. 8 PLYWOOD COATS) AND PAINTED WITH ONE GOAT PRIMER AND TWO GOATS FINISHED COLOR PROJECT NO. 2515 AS SELECTED BY OWNER. PROVIDE WATER RE515TANT 6YP5UM WALL BOARD IN ALL DAMP/ WET LOCATIONS. i CON57RUC71ON N07ES E]Y' 71 THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE,AND ARE AND SHALL 1 ROOF CON5TRUGTION REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE - 5/8" COX PLYWOOD 5HEATHINC6 INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER — IQ" WIDE FELT PARALLEL TO EAVES LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE — 36 WIDE STARTER STRIP OF WEATHER WATCH (MIN. REFER TO ROOFING ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL NOTE #I ON A-100)— (1) # 30 FELT UNDERLAYMENT COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. — LIFETIME ARCHITECTURAL A5PHALT SHINGLES TO MATCH EXISTING IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I CONT. LOW PROFILE RIDGE VENT. RIDGE VENT SHALL BE SHINGLE VENT ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING _ 2 I I A5 MANUFACTURED BY 'AIR VENT' ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION"ALTERED BY' FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION O3 SUPPLY 36" WIDE WEATHER WATCH VALLEY FLASHING IN ALL VALLEYS (TYPE LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) O4 LINE OF WALL BELOW (TYPJ ISSUANCE: I NO. DATE: DESCRIPTION: OS WEAVE NEW ROOF 5HIN6LE5 INTO EXIST. 1. 10.20.2S ISSUED FOR BUILDING DEPARTMENT FILING O PROVIDE LAY—ON ROOF OVER VALLEY CREATED WHERE NEW ROOF MEETS I EXISTING FOR PROPER DRAINAGE (MIN. 3 PITCH) OPATCH AND REPAIR EXI5T. ROOF A5 REO'D. - - - - - - - - - - - - - I i II I itI I ; � II II I I - - - - - - - - - - - - - - - I � II I II I II II A-300 I I I II I � II II II II II 1 I II 4 II II I � it II II r -- L - -- - - -1 A- 3 I I STRUCTURAL KUROS SORBI—AVA ENGINEERING -- — -- — -- I I ENGINEER: 169 COMMACK ROAD I SUITE H-362 - - - - - - - - - - - - - - -I I I COMMACK, NY 11725 —1 I 631-355-5556 I II II - - - - - - .r \ - - - - - - - - - - - - - - - - _ I II I I I N I 3 I I II I DIVERSIFIED DESIGN ASSOCIATES — ARCHITECTS, P.C. I 5 I I 255 MAIN STREET SUITE 200 HUNTINGTON, NY 11743 P. 631.271.5400 WWW.DDANY.NET Copyright ©2025 All Rights Reserved. / II SEAL: f PROJECT NORTH: I I I I i INSTALL NEW PLUMBING VENTING SYSTEM. IL A I I I INSTALL AT LOCATION ABOVE ROOF. ; L - - - - I I I — _I T TIONS ARE TO COMPLY w/ — — — — — — — — — _ _ _ _ _ — — J THE NY5 RESIDENTIAL GODE4 NYS PLUMBING CODE. \ L PROVIDE WEATHERPROOFING ROOF I 3 I I 4 JACK W/ NEOPRENE GASKET PROJECT TITLE: - AROUND VENT. RENOVATIONS & ALTERATIONS TO THE: z I j 1,1 _ McNEILL RESIDENCE Q FLASHING ® ROOF. --- , 14 710 OLD j MENHADEN CUTCHOGUE NEW D W YORK11935 l it I ( I III it i i ! i s t I DRAWING TITLE: ROOF PLAN NOTES AND DETAILS ROOF VENT DETAIL i INSTALL ROOFING SHINGLE 5Y5TEM TO LAP OVER DRAWN BY: SDE SHEET NO. FLASHING ® 51DE-5 AND TOP. CHECKED BY: SJS DATE: 10.20.25 �i0Of FLAN 2 ROOF: VENT 17)ETAIL NOTE: SCALE: AS NOTED Aml 06 VENT TERMINAL TO COMPLY WITH NY5 5EGTION A106 N.T.5. P3103.2 4 P3103.1.1;5EE A-100 PROJECT N0. 2515 ., !"RAMIN6 NOTES - THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY Ol LINE OF ROOF ABOVE SHOWN DOTTED (TYPa THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE,AND ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE O P05T FROM ABOVE TO BEAR 50LIDLY ON HDR. SHOWN DOTTED (TYPa INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL 3 P05T FROM ABOVE TO BEAR 50LIDLY ON 61RDER/ FDN. BELOW (TYP) COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION O4 PROVIDE 50LID 4x4 POST IN HALL UNDER HDR. ABOVE OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING S ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION"ALTERED BY'PROVIDE SOLID bxb P05T IN WALL UNDER HDR. ABOVE FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION (DPROVIDE 4x6 PARALAM P05T IN WALL UNDER HDR. ABOVE LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) 7 SET TAIL TO ALIGN w/ ADJACENT (SEE ELEVATIONS) ISSUANCE: NO. DATE: DESCRIPTION: O8 ATTACH F.J. TO HDR. ABOVE w/ 'SIMP50N' (HU210) 1. 10.20.25 ISSUED FOR BUILDING DEPARTMENT FILING EXIST. O DECK NEW 3Y2" 5GH. 40 5TL. P05T HDR. ABOVE TO BEAR SOLIDLY ON FDNJ GIRDER BELOW; PROVIDE 9(NO WORK)) 7"x8"x YY 5TL. GAP PLATE FOR FULL BEARING; SECURE 5TEEL BEAM w/ (4)YY DIA. BOLTS *EL. (-)I'-3 1/2" 10 PACK 5TL. BEAM SOLID w/ 2x A5 REQ'D. FOR J015T ATTACHMENT 11 EXIST. ATTACH 2x6 G.J. TO BOX BM. w/ 'SIMP50N' (HU26) 1 ELNPATIO 12 ATTACH FLU5H HDR. TO FLU5H HDR. w/ 'SIMPSON' (HU51.81/l0) )Q)"`6R3/4° 13 ATTACH EX15T. FLUSH HDR. TO FLUSH HDR. w/ 'SIMP50N' (HU210-2) pN G VERIFY IN FIELD AND NOTIFY ARCHITECT OF ANY DI5CREPANGIE5 I I 5 (2) 2AO (2) 2x10 _EXIST. FLUSH HDR. HDR. HDR. (2) 2AO HDR. TO REMAIN — 1 ON. Q III a � I III A-300 O 8 U- O v I I x I X0 III W EXIST. EAT-IN HOME OFFICE PORCH EXIST. 2x10 F.J. NEN ' �j AREA (NO WORK) I I I ® 16 O.G. -�. I I I I � 1 w 12 x 8 III — _ - - - - - - a- - 2 m I to a III I II F_ �_ 2 III W8x28 FLU5H HDR. RENOVATED 4 8 O Q KITCHEN N p 3 O � A - EX15T. 2x10 F.J. 13 �i ® NEW LAUNDRY j ® ® (b" O.G. STRUCTURAL KUROS SORBI-AVA ENGINEERING ENGINEER: COMMACK ROAD Lu SUITE H-362 ^y 2x10 LEDGER BD. 169�- t� COMMACK, NY 11725 O O REND 631-355-5556 x DINING ROOM N \Z — OWNER'S N ® G 05ET QC X Lu pi Q RENO. Q t_v I BATH #1 —i Xi :., — NEW DEN u- O I - - - - - ' x x — v N ® I EXIST. I I I I m G o5. 1 1 1 1 1 ti 4 A I ' I I III 1 I -- 6 I --- I I 1 I Jill (2) 13/4"xa Y4"" L.V.L. IN I' 9" 5TL. PLT. I --- -- I I U- `j 1 1 1 1 1 © FLUSH HDR. --- - O 1 1 1 —UNDER WALL ABOVE --- -- � I I X O DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. 255 MAIN STREET SUITE 200 HUNTINGTON, NY 11743 EXI5T.:o 1 Copyright ©2025 All Rights Reserved. --- --- EXI5TIN6 I I �i ® LIVING ROOM 1 1 1 1 1 P. 631.271.5400 WWW.DDANY.NET E .0-0 I I (NO WORK) 1 1 1 1 1 SEAL: PROJECT NORTH: r " 1 1 I �I I EXIST. 2x6 G.J. � 1 Q I — —-j ON. EX15T. 2x8 R.R. N I I 1 I 1 I ® 16" O.G. NEW 6ARA6E D; 1 \0 � IY v v U EXIST. 1 I I �e- O � O cx PORCH I I 1 I PROJECT TITLE: (No woRK) III 1 RENOVATIONS & ALTERATIONS TO THE: z 1 0 �1 <,�ro�\max ® w IS ® REMAIN R. TO H Lu 1 _TO I.I 1 McNEILL RESIDENCE — — -- EXT. (2) 2x10 D R 1 __- �-- - - - N- _ - _- - - - - - - - - - - - - E IST �2T2x10 MXIITI A 1 — — — — — — — — — — — — — — — I - - - - - - - - _ - -- 4 2x6 G.J 14 710 OLD MENHADEN ROAD I 1 CUTCHOGUE , NEW YORK 11935 2x8 R.R. ® I6 O.G. 2x8 R.R. 1 4 I6 NOTE: DRAWING TITLE: N r " O.G ® I6" O.G. .11¢ • �� I 1 ALL EX15T. MEMBER5 ARE A55UMED; NOTIFY ARCHITECT OF ANY D15GREPANGIE5 UPON DEMOLITION SEGONID FLOOR FRAM I NG I 2 ' � - I NOTES AND DETAILS NOTE: 1 O (2) 2x12 HDR. 7 1 PROVIDE ALL 'SIMP50N' JOI5T HAN6ER5 A5 REQV. PROVIDE CONGEALED HAN6ER5 - - -� WHERE REQUIRED. - - - - - - - - - - - - - - - - - NOTE: ALL P05T5 SHALL CON515T OF (1) KIN6 5TUD 4 (2) JACK 5TUD5 U.O.N. ,5TA N=�A I:) Hr=A�ER 6L) 11:)E DRAWN BY: 5DE SHEET NO. (NOTE: ONLY APPLICABLE FOR HEADER5 NOT GALLED OUT ON DRAWIN65) CHECKED BY: 5J5 MAX. SPAN HEADER SIZE I S GON1� f=L00RI=RAMIN6 FLAN 2'-0rr (2) 2x6 D.F. #2 DATE: 10.20.25 3'-0r (2) 2x8 D.F. #2 4-0�r (2) 2AO D.F. #2 SCALE: AS NOTED Aml 07 6-01r (2) 2x12 D.F. #2 8'-0" PROJECT N0. 25i5 (2) 1 3/4"x 9 1/4" L.V.L. 10.-0'. (2) 1 3/4"x II 1/4" L.Y.L. i i r-RAM I N6 NOTES _ THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY 1 LINE OF ROOF ABOVE SHOWN DOTTED (TYPa THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE,AND ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER 2 LINE OF WALL BELOW (TYPJ LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL 3 PROVIDE SOLID 4x4 POST IN WALL UNDER HDR. ABOVE COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION 4 OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I ATTACH EXIST. G.J. TO NEW FLUSH HDR. w/ 'SIMPSON (HU28) ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION"ALTERED BY' S SET TAIL TO ALI6N w/ ADJAGENT (SEE ELEVATIONS) FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE - -- - - SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION i LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) i ISSUANCE: NO. DATE: DESCRIPTION: i 1. 10.20.25 ISSUED FOR BUILDING DEPARTMENT FILING I i I i i i I I 2 - I - - - - - II I I - - - - - fi - - - - - - - - - - - -I - - - _- - — - - � --- (2) 2x8 HDR. I I I I I I NEW BATH #3 A-300 I d) v I x � I v v � p - I EX15T. Q O EXIST. NEW v RENO. ® I BALCONY BEDROOM #3 WALK-IN `? WALK-IN uj - O N- C O5. x 01-05• x ® RENO. x X ® x BATH #5 Lu C2 I ry 4 x ® 3 I 3 —I— — — x \ I 2)12x8 GONT FLUSH HDR. I \ I I J_-_ =__ -- _ _--_---- _ / I 4 4 I --� __- ----_ 1_ _ _ _ _ I \ I STRUCTURAL KUROS SORBI-AVA ENGINEERING - + -- - -- -- - I I- / ? U H? I I ENGINEER: I v v 169 COMMACK ROAD I - - P - _ - - I I SUITE H-362 (2) 2x8 HDR. T- � �� I x � x dJ� - -- — —('O �c ® u cxv ® COMMACK, NY 11725 x \ x O x O NO• - - - - - _ 631-355-5556 GLOS• 2x8 R.R. - N BEDROOM #I /� i ® I6"I O.G T ® i \\ �( I x �, x x NEPq I \ w w RENo. O Lu Q ?+�o EIST.4 ALL BATH #4 B� #2 I X � �L-4}.. �EU. a'-I I I/8" 311 3 (2) 13/4" 7 y4" 2 I '1 L.V.L. F�LSH 3/4"x Y" HQP I .V.L. FLM4 HDR 3�4'X a Y4" L.V.L. R.B.� i — — — NEW # � � --- -- / I LE] ❑ 4 3 - - - - - - J BEDROOM 4 Lj o --- -- / --- -� EXIST. 12x8 G.J. DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. 255 MAIN STREET SUITE 200 HUNTINGTON, NY 11743 ® I6�' O.G. I P. 6 31.2 71.5 4 0 0 WWW.DDANY.NET '(2) � ,3�4'X'Y4"(L.L.V. HDR.I II' �/ — -- I I RENO. BED # I I Copyright ©2025 All Rights Reserved. OOM 2 I I SEAL: PROJECT NORTH: EX15T. x8 R.R. EX15T. 2x8 F .R. ® 16" O.G. I ® I6" adI � 5 R�NO. I I I I Coos. I I I II I I — — — — — — - - I- - - - - - - - - - - - - - - - :. Ii II 2 I I ,,; I' I I I PROJECT TITLE: I ' Il; j I I RENOVATIONS & ALTERATIONS TO THE: - - - - � McNEILL RESIDENCE �10 OLD MENHADEN ROAD I CUTC rnRAw NHOGUE , NEW YORK 11935 NOTE: i III I I I ALL EX15T. MEMBER5 ARE A55UMED; NOTIFY ARGHITECT OF ANY D15GREPANGIE5 UPON DEMOLITION !''i I - _ - I ROOF FRAMING PLAN !I I � I NOTE: NOTES AND DETAILS LI _ - -_ - _ - -_ ___ — ,' J PROVIDE ALL 'S1MP50N' JO15T HAN6ER5 A5 REOV. PROVIDE CONGEALED HAN6ER5 -=- - --=--- -- _-- _ -- --- -- I WHERE REQUIRED. NOTE: ALL PO5T5 5HALL C-ON515T OF (1) KIN6 5TUD d (2) JACK 5TUD5 U.O.N. . 5TA N Z�A =� Hr=A�ER 6UI �r= DIRAWN BY: 5DE SHEET NO. (NOTE: ONLY APPLIGABLE FOR HEADER5 NOT GALLED OUT ON DRAWINGS) CHECKED BY: 5JS MAX. SPAN HEADER SIZE '2-O" I (2) 2x6 D.F. #2 DATE: 10.20.25 FIV4 Al 08 001= f=RAMIN6 FLAN 4-011 (2) 2x8 D.F. #2 e - ,4108 I/4" = I'-0" � '�r (2) 2x10 D.F. #2 SCALE: AS NOTED (2) 2x12 D.F. #2 PROJECT NO. 2515 81-0" (2) 1 3/4"x q 1/4" L.Y.L. 10'-0" (2) 1 3/4"x 11 1/4" L.V.L. r, ROOF CONSTRUCTION NOTES: NEW ROOF CONSTRUCTION THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY GONT. LOW PROFILE RIDGE VENT. RIDGE / / - /e" GDX PLYWOOD SHEATHING THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE,AND ARE AND SHALL _ REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE VENT SHALL BE SHINGLE VENT II AS INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER MANUFACTURED BY 'AIR VENT' / / - 36" HIDEISTARTER STRIP OF EAVES WATCH (MIN. REFER TO LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE ROOFING NOTE #1 ON A-100) ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL - (1) 30 LB. FELT UNDERLAYMENT COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. / I —LIFETIME WARRANTY ASPHALT ROOF SHINGLES TO MATCH EXIST. IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING 36" WIDE WEATHER WATCH VALLEY - 00 FLASHING IN ALL VALLEYS (TYP) INA�LL CONSTRUCTION NOTES: ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION"ALTERED BY" Jl.J FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE NEW WALL CONSTRUCTION SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION O / / �2" GYP. BD. LAW ARTICLE 147-ARCHITECTURE,SECTION 7307► -2"xb" WALL STUDS ® 16" O.G. w/ R-21 BATT INU5L. IL O / / - 1 'HYDROGAAP'' HOU5ETMWRAP A5 MANUF. BY BENJAMIN OBDYKE ISSUANCE: lLu _ 6 :VINYL 5 DING TO MATCH EXIST N0. DATE: DESCRIPTION: - - - 1. 10.20.25 ISSUED FOR BUILDING DEPARTMENT FILING o / / / / -- _ —;-- - =f-' TRIM AND FA501 A NOTES: z - - --_ --- _ -- -- -- _-_;- ---_---- FASCIA: 2x 5UB-FA5CIA WRAPPED w/ WHITE ALUM. UNDER NEW Lu ---- __ GUTTERS (TYP)- - __ _ �' FLYER: Ixb 'VERSATEX' TRIM BD. OVER 2xb FLYER (TYP) u al ® j EH I X15T. SECOND F/OOR LATE EIGHT EL: 17'-11 1/2" _- _ -� _ - -- - -- _ --�__ _ CORNER BOARDS: CORNER BOARDS TO MATCH EXISTING WINDOW SURROUNDS: VINYL WINDOW SURROUND TO MATCH EXISTING l z zi lu SOFFIT: VINYL VENTED BEAD BOARD SOFFIT TO MATCH EXISTING 1�04, E PROVIDE AND INSTALL 5" WIDE GUTTERS AND LEADERS TO BE TIED INTO EXIST. DRYWELL (TYPJ zLai- DOO tY I zriY I WEAVE NEW ROOFING = EXISTING WINDO INTO EXIST. (TYP) Q W1 R N = NEW WINDOW ,EXIST. SECOND FLOOR HEIGHT EL: a'-II I/8" RELOCATED WINDOW . _ . 1 - --: =- PROVIDE ROOF TO WALL FLA5HIN6 8 51DENALL STEP FLASHING AS REQ'D. I -O 0-0" (TYP) E 111E a ®® ®M ® m mmI� LM E E E E 10E OWNER SELECTED LIGHT FIXTURE WIRED aTO SWITCH (TYP) M � MM ❑ E E PAR6E EXPOSED FDN. AS REQ'D. TO 1110 MATCH EXIST. (TYP) — M L== 110 4 EXIST. FIRST FLOOR HE16HT EL: 0'-0" EXIST. AVG. GRADE EL•.(- I'-9 2° ; 1 1 1 1 I 1 1 1 1 1 I 1 I I 1 I 1 20' 1 /'� 1 I I O I 1 I I ; 21'-10 1/2" rT -------- ----------------------------------------------------------------L--, I ; I 1 I I I 1 1 I I I 1 1 I I I r _____________ ------T____________________________________-____ 1 1 I I I 1 ' 1 STRUCTURAL KUROS SORBI-AVA ENGINEERING LINE OF FOUNDATION/ FOOTING SHOWN i I ENGINEER: 169 COMMACK ROAD DOTTED (TYP) L----; ---------- SUITE H-362 ' COMMACKI NY 11725 631-355-5556 I I 1 1 1 I I I I 1 I PROVIDESTEP FOOTING AT 2'-0" MAX. --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- HORIZONTAL AND V-O" MAX. VERTICAL ALIGN \ \ I FRONT ELEVATION A<200 im, = v-o" (SOUTH ELEVATION) c, . I \ \ I I A-300 \ \ CONT. LOW PROFILE RIDGE VENT. RIDGE VENT SHALL BE SHINGLE VENT 11 AS MANUFACTURED BY 'AIR VENT' \ \ z � \ \ O O I� DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. IO 255 MAIN STREET SUITE 200 HUNTINGTON, NY 11743 \ \ O P. 631.271.5400 WWW.DDANY.NET \ \ w Z Copyright ©2025 All Rights Reserved. - - -=_- SEAL: PROJECT NORTH: EXIST. SECOND FLOOR PLATE HEIGHT EL: 17'-II I/2" z U ® r ri ALIGN I 11 A —1 CONTRACTOR TO OPEN UP EXISTING 15T E R E E 0 2ND FLOOR DECK TO EVALUATE E ®u ` \ aw a STRUCTURAL INTEGRITY OF COLUMN/ WOOD ®r ®� '** POST/ FY ARCHITECT EXIS IM BOARDS. ING NOTIFY OF Lv \ \ CONDITIONS; PROVIDE $10 K ALLOWANGE ------ ------------------- ----------------------------- ------------- I I FOR REPAIR PROJECT TITLE: T. SECOND FLOOR HE16HT EL: a'-II Va° _ _ RENOVATIONS & ALTERATIONS TO THE: PROVIDE ROOF TO WALL FLASHING 4 McNEILL RESIDENCE 51DEWALL STEP FLASHING AS REQ'D. (TYP) I i 710 OLD MENHADEN ROAD 16"xb" GRAWL SPACE VENT w/ INSECT CUTCHOGUE , NEW YORK 11935 E *, N SCREEN E � iE._ Jl�.l E _ DRAWING TITLE: ®® Lr � EXTERIOR ELEVATIONS _]E 71,r7 r1 I I ° PAR6E EXPOSED FDN. AS REQ D. TO 11 IL T MATCH EXIST. (TYP) SEXIST. FIRST FLOOR HEIGHT EL: 0-0 �� I I f =4 LINE OF FOUNDATION/ FOOTING SHOWN EXIST. AV6. GRADE DOTTED (TYP) • z I I I I EXI5T. 1 NEW 201-011 DRAWN BY: 5DE SHEET NO. I I I I I I I I O I I 1 I 1 m ;------ --; 21'-10 1/2" I I I I I CHECKED BY: 5J5 I I I I I I I I I I I I 1 I I 1 1 1 1 I I I I I 1 I--------- DATE: 10.20.25 e I I I I I 1 1 1 ; I I I 1 I I I I I I 1 ---------J ;----� A200 SCALE: Ac5 NOTED II I I L------------------------------------------------------J F---- --J ------1 2 IREAR ELEVA71 Oil --------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------ ----------------�' ROVIDE STEP FOOTING AT 2'-0" MAX. PROJECT N0. 25I5 1 I 1 I A200 im, = r-0" (NORTH ELEVATION) IAL16NI HORIZONTAL AND I'-O" MAX. VERTICAL i ROOF CONSTRUCTION NOTES: NEW ROOF CONSTRUCTION THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY - /8 COX PLYWOOD SHEATHING THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECTS SERVICE,AND ARE AND SHALL CONT. LOW PROFILE RIDGE VENT. RIDGE 5 REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE VENT SHALL BE SHINGLE VENT 11 AS - IQ" WIDE FELT PARALLEL TO EAVES INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER MANUFACTURED BY 'AIR VENT' - 3b" WIDE STARTER STRIP OF WEATHER WATCH (MIN. REFER TO LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE ROOFING NOTE #1 ON A-100) ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL - (1) 30 LB. FELT UNDERLAYMENT COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. -LIFETIME WARRANTY ASPHALT ROOF SHINGLES TO MATCH EXIST. IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I 36" WIDE WEATHER WATCH VALLEY ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING WALL GONSTRUGTI ON NOTES: ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION"ALTERED BY FLASHING IN ALL VALLEYS (TYP) FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE NEW WALL CONSTRUCTION SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION -- ---__-_ _ Y2" GYP. BD. LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) -`�`— -- - - -2"xb" WALL STUDS ® 16" O.G. w/ R-21 BATT INU5L. Y2" GDX WALL SHEATHING ISSUANCE: -'HYDROGAP' HOUSE WRAP AS MANUF. BY BENJAMIN OBDYKE - =-- 12 NO. DATE: DESCRIPTION: -SIDING :VINYL SIDING TO MATCH EXIST. PATCH AND REPAIR SIDING TO MATCH 1. 10.20.25 ISSUED FOR BUILDING DEPARTMENT FILING AND ALIGN w/ EXIST. ADJACENT (TYP) TRIM AND FASCIA NOTES: -- - FA5GIA: 2x 50-FA50IA WRAPPED w/ WHITE ALUM. UNDER NEW =' = PROVIDE ROOF TO WALL FLASHING 4 GUTTERS (TYPJFLYER: Ixb 'VERSATEX TRIM BD. OVER 2xb FLYER (TYP) ,EXIST. SECOND FLOOR PLATE HEIGHT EL: 17'-II 1/2" — _ SIDEWALL STEP FLASHING AS REQ'D.`_� 51DE CORNER BOARDS: CORNER BOARDS TO MATCH EXISTING - _ WINDOW 5URROUN05: VINYL WINDOW SURROUND TO MATCH EXISTING ALIGN I'-b"± _ ��-6"± SOFFIT: VINYL VENTED BEAD BOARD SOFFIT TO MATCH EXISTING PROVIDE ROOF TO WALL FLASHING 4 ®rpm CONT. LOW PROFILE RIDGE VENT. NOTE: 51DEWALL STEP FLASHING AS REQ'D. RIDGE VENT SHALL BE SHINGLE PROVIDE AND INSTALL 5" WIDE GUTTERS AND LEADERS TO BE (TYPJ N1 ® VENT II A5 MANUFACTURED BY'AIR VENT' TIED INTO EXIST. DRYWELL (TYPJ ----------------------- -------- Q = EXISTING WINDOW/ DOOR LINE OF EXIST. ROOF SHOWN DOTTED NN = NEW WINDOW a 12 EXIST. SECOND FLOOR HEIGHT EL: '-II I/8" - ' - _ _ _ ® = RELOCATED WINDOW — . — . — . — . — . — . — . — -O' - '-0 I'-611 1jW Lj -A to � E�J ALIG Or E Liu 17 7117 CEni 17 PARGE EXPOSED FON. AS REQ'D. TO O - � ' rr MATCH EXIST. (TYP) SEXIST. FIRST FLOOR HEIGHT EL: 0'-0" — . — . EXIST, AVG. GRADE E -)II_a y211 - - - - - - - ------------- I I I I z NEW EXIST. EXIST. NEW 16"xb" GRAWL SPACE VENT w/ INSECT ------------ --- ----------------------------------------- SCREEN p -------------------------------------------------------------------------- m = I I --------------------------------------------------------------------- I I I STRUCTURAL KUR0 RING LINE OF FOUNDATION/ FOOTING SHOWN -- ---- ;-------- ; ALIGN ALIGN ENGINEER169 CCOMMACK ROAD DOTTED (TYPJ ------ --- I SUITE H-362 1 I I I I I ; 1 COMMACK, NY 11725 ---------- I I -----------------1----- ------------------------------------------; -----------------------1---------------------------- - ------------------------------------------------------------------------------- 631-355-5556 1 1 1 PROVIDESTEP FOOTING AT 2'-0" MAX. -------------- ------------------------------------------------------- --------- ---------------------- ---------------------------------------1------------------------------------------------------------------------------- HORIZONTAL AND P-O" MAX. VERTICAL ALIGN L.r=1T ELE\/AT10N A201 1/4" = r-0" (WEST ELEVATION) Ll I j; DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. 255 MAIN STREET SUITE 200 HUNTINGTON, NY 11743 P. 631.271.5400 WWW.DDANY.NET Copyright 02025 All Rights Reserved. SEAL: PROJECT NORTH: hEXIST. SECOND FLOOR PLATE HEIGHT EL: 17'-I I I/2" CONT. LOW PROFILE RIDGE VENT. RIDGE l i VENT SHALL BE SHINGLE VENT 11 AS ® t MANUFACTURED BY 'AIR VENT' 3611 WIDE WEATHER WATCH VALLEY E E E FLASHING IN ALL VALLEYS (TYP) 0 EO PROJECT TITLE: RENOVATIONS & ALTERATIONS TO THE: hEXIST. SECOND FLOOR HEIGHT - a'-I I. 1/8" . — . 12 . — M c N E I LL RESIDENCE 710 OLD MENHADEN ROAD I-0' CUTCHOGUE NEW YORK 11935 WEAVE NEW SIDING IN w/ EXIST. (TYPJ ALIG , DRAWING TITLE: E E E E E E EXTERIOR ELEYATION5 PARGE EXPOSED FDN. AS REQ'D. TO MATCH EXIST. (TYPJ EXIST. FIRST FLOOR HEIGHT EL: O'-O" — — XIST_AVG. GRADE EL:. (- I'-a. " I I I I ------------' 1 DRAWN BY: 5DE SHEET N0. NEW EXIST. O1 1 1 1 I I I i I I CHECKED BY: 5,J5 ------------------------------------------- 11! 1 t 1 1 1 1 1 I 1 I DATE: �0.20.25 A=201 L--------------------- -------------------L------------------- t 1 i 1 LINE OF FOUNDATION/ FOOTING SHOWN ALIGN 1 DOTTED (TYP) SCALE: A5 NOTED 1 1 I 2 R16HT ELEVATION PROJECT N0. 2515 r-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------r-------------- A201 1/4" = 1'-o" (EA5T ELEVATION) L-------------------------------------------------------------------------------J------------------------------------------------------------------------1---------------------------------------------------------1------_----------J i l I 7771 3/4"x a Y4" L.V.L. R.B. ROOF CONSTRUCTION THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY - 5/g" GDX PLYWOOD SHEATHING THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE,AND ARE AND SHALL 2x8 R.R. ® I6" O.G. REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE - 19 ��WIDE FELT PARALLEL TO EAVES INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER - 36 WIDE STARTER STRIP OF WEATHER WATCH LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE 2x4 G.T. ® 32" O.G. (TYPJ (MIN. REFER TO ROOFING NOTE #1 ON A-100) ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL 2x4 CAMEL BACK ® MID-SPAN MAX. - (1) 30 LB. FELT UNDERLAYMENT COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. 81-0" O.G. (TYPJ - LIFETIME ARGHITEGTURAL ASPHALT 5HIN6LE5 TO IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION MATCH EXISTING OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING 2x8 G.J. ® I6" O.G. w/ R-30G BAIT INSULATION IN WINDOW HDR. SEE FRAMING PLAN (TYPJARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION'ALTERED BY' BAYS. FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE WALL CONSTRUCTION SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION SIMPSON' HOLD DN. (TYPJ -I/2" GYP. BD. LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) -2"xb" WALL STUDS ® 16" O.G. w/ R-21 BATT IN5UL. 2x SUB-FASCIA WRAPPED w/ WHITE ALUM. (TYP) Y2" GDX WALL SHEATHING ISSUANCE: - _-- -'HYDRO6AP' HOU5E WRAP AS MANUF. BY N0. DATE: DESCRIPTION: 2x10 F.J. ® 16" O.G. w/ SOLID BRID61N6 ® MID-SPAN 12 BENJAMIN OBDYKE 8'-0" MAX. ATTACH TO UPSET HDR. w/ 'SIMP50N' _-- - -VINYL 51DIN6 TO MATCH EXISTING 1. 10.20.25 ISSUED FOR BUILDING DEPARTMENT FILING (HU210) (TYP) (2) 1 3/4"x4 Y4" L.V.L. w/ I" x a" 5TL. PLT. FLUSH HDR. ATTIC UNDER WALL ABOVE — — - — - — — EXIST. SECOND FLOOR PLATE HEIGHT EL: 17'-II I/2;` 2 Ir_brr WALL CONSTRUCTION �V ' A-300 -2'x4G WALL STUDS ® 16" O.G. w/ R-15 BATT IN50L. 2x8 R.R. ® 16" O.G. ATTACHED TO 2x10 LEDGER BD. EEL] '-6"+ 2x6 G.J. ® I6" O.G. w/ R-30G GATT INSULATION IN G O5. NEW � -5/8" GYP. BD. ON GARAGE SIDE OF WALL BEDROOM #4 >- BAYS. 3/4" T8 6 PLY NO. w/ ir 2x8 R.R. ® I6" O.G. SIMPSON' HOLD DN. (TYP) 6LUE/NAIL (TYPJ • REMOVE EXIST. 51DIN6 4 SHEATHING;GAT 4� GUT BACK EXIST. R.R. AS REQ'D. FOR NEW LAY-ON ROOF MID-SPAN PROVIDE)Y GYP. BD. ---- - --- --- - a' II y8",� — EXIST. SECOND FLOOR HEIGHT EL: - 2x10 F.J. @16" O.G. w/ SOLID = -- - - - ®+ 5 EXIST. HDR. TO REMAIN Y.I.F. 4 NOTIFY ARCHITECT OF ANY DI5GREPANGIES BRIDGING ® MID-SPAN 8'-0" MAX. d PACK UP AS REG'D. FOR NEW R.R. TO AL16N w/ EXIST. ADJAGENT R.R. R-30G BATT INSUL. IN BAYS PROVIDE 5/8" GYP. BD. ON WALL5 AND GEILIN6 OF GARAGE (TYPJ SOLID BLOCK BELOW WALL I'-6° GRIPPLE WALL TO BE 2"x4" WOOD STUDS ® 16"o.c. w/ (1) 2x4 AGO. SILL PLATE d (1) D. FIR 2x4 SILL PLATE SECURED TO EXIST. SLAB w/ P.A.F. 2x10 F.J. ®16" O.G. w/ SOLID BRIDGING ® MID-SPAN 8'-0" MAX. d NEW NEW DEN f `� PROVIDE COPPER TERMITE SHIELD R-30C BATT IN5UL. IN BAYS LAUNDRY 7 \` NEW GARAGE PROVIDE 4" P.G. SLAB w/ 6 MIL V.B. w/ bxb1O,(o WWM OVER 6" COMPACTED POROUS FILL COMPACTED TO a5% DENSITY w/Y2" EXPANSION JOINT ® PERIMETER PROVIDE (R-10) R161D IN5UL. ON 3/4" T6 PLY NO. w/ �, WHERE SLAB MEETS FND. WALLS SEE GONG. FND. NOTES FOR ADDITIONAL INSIDE OF FND. WALL 6LUE/NAIL (TYPJ , REOUIREMENT5; PITCH SLAB TO GARAGE DOORYa' PER FOOT. SLAB TO MATCH AND AL16N w/ EXIST. GARAGE SLAB; DOWEL INTO EXIST. SLAB - — - — — EXIST. FIRST FLOOR HEIGHT EL: - NEW — — — - -EXIST. AV6. GRADE EL: -------------------------- r------------------ --------- -- ---�-- 0 2! GRAW - I EXIST. 6ARA6E SLAB 1 1 `----------- r SPACE m `�' z 8" WIDE POURED CONCRETE FOUNDATION WALL w/ (1) #4 VERTICAL BAR ® 72" O.G. EXTENDED INTO FOOTING, (1) WITHIN b" OF CORNERS AND y I p OPENINGS, (1) #4 HORIZONTAL REBAR AT TOP w/ 3" COVER w/ 12"x24" CONTINUOUS FOOTING TO BE 3'-0" BELOW GRADE w/ (2) #5 REBAR5 EXIST. FDN. TO BE REMOVED/ m CONTINUOUS 5/8" 6ALV. ANCHOR BOLTS ® 25" O.G. SEAM SEAL, COPPER CHOPPED TO BE BELOW NEW SLAB FLASHING BETWEEN FOUNDATION 4 (1) 2x4 AGO. SILL PLATE 4 (1) D. FIR STRUCTURAL KUROS SORBI-AVA ENGINEERING ' 2x4 SILL PLATE ENGINEER: 169 COMMACK ROAD I ISUITE I H-3 2 I ; COMMACK NY 11725 -------------------1--------------------------------------- ------------t i---------------------�1------------------------------------L------------------------------------------------------------------------ ---- 631-355-5556 8" WIDE POURED CONCRETE FOUNDATION WALL w/ #4 CONTINUOUS HORIZONTAL BAR WITHIN 6" OF TOP OF WALL w/ 50" OVERLAPPING ® SPLICE POINTSB #4 VERTICAL BARS ® 46" O.G. w/ 6" EMBEDMENT INTO FOOTING. w/12"x24" CONTINUOUS FOOTING TO BE 3'-0" BELOW ,, GRADE MINIMUM w/ (2) #5 REBAR5 CONTINUOUS; 5/8" 6ALV. ANCHOR BOLTS ® 48" O.G. SEAM SEAL, COPPER FLA5141146 BETWEEN x,. FOUNDATION $ (1) 2x6 AGO. SILL PLATE 4 (1) D. FIR 2x6 SILL PLATE; TUFF 4 DRY WATER PROOFING ON NEW FND. WALL; TOP OF WALL TO ALIGN w/ EXIST. ADJACENT PROVIDE 2" THIGK POURED CONGRETE VERMIN SLAB OVER 6 MIL POLYETHYLENE VAPOR RETARDER, JOINTS LAPPED b" MIN., OVER 4" Lj LA COMPACTED COURSE GRAVEL; MAINTAIN MIN. 3'-0" UNDER FLOOR SPACE DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. 255 MAIN STREET SUITE 200 HUNTINGTON, NY 11743 GROSS SECTI ON P. 631.271.5400 WWW.DDANY.NET I Copyright 02025 All Rights Reserved. SEAL: ;r. PROJECT NORTH: 00 1/4" = I'-O" 4 Pr, ` P y f l 2x8 R.R. G.J. (SEE FRAMING PLAN FOR SIZE) PROJECTITLE: 'SIMPSON' H3 HURRICANE TIE RENOVATIONS & ALTERATIONS TO THE: 2x(b TOP PLATE :----- -------------- M cNE ILL RESIDENCE r ;err 20 0 r 0 710 OLD MENHADEN ROAD CUTCHOGUE , NEW YORK 11935 DRAWING TITLE: GROSS SECTION + MODIFIED BIRDS MOUTH DETAIL DRAWN BY: SDE SHEET NO. 2 1�O� i l i� 51RI:)5 MOUTH DETAIL CHECKED BY: A500 I" = I'-O" (TYPICAL FOR 2x6 FRAMED WALLS) DATE: 1 0.20.25 Ae 1mk 300 SCALE: A5 NOTED PROJECT N0. 2515 777 ,7 I OPTION FOR: JACK STUDS ® WINDOWS 4 777 DOORS AND/OR ® ENDS SOLID 2x FULL BLOCKING HEIGHT O.G. or OF SE6MENTED 5HEARWALL THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY FULL H ENDWALL AS SPECIFIED ON PLANS THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE,AND ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER HOEDOWN ANCHOR ® ALL CORNER STUD CONNECTED TO 1 LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE TRANSFER SHEAR HOEDOWN ANCHOR ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL CORNER POSTS 51MP50N HTT22 i i i COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. 5IMP50N HTT22 ' IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION • � � � ' OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING . 6" O.G. $ 10" O.G. IF , BLOCKED CORNER POST -- - ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION"ALTERED BY" 2-I6d COMMON NAILS ® _--'"" �" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE ° - - SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION ° LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) THREADED ROD THREADED ROD ISSUANCE: STRUCTURAL RIDGE RIDGE BLOCKING ® ENDWALLS NO. DATE: DESCRIPTION: =_ '' 51MP50N STRONG TIE SIMP50N STRONG TIE 1. 10.20.25 ISSUED FOR BUILDING DEPARTMENT FILING CATHEDRAL CEILIN65 1 LRU28 - 2"X8" X 10" OR 2"XI2" WITH COLLAR TIES AT 32" O.G. ; STUD TO TOP PLATE PROVIDE (FACE) (10) IOD X V2" NAILS 65-20 X 18" MIN. ® 16" O.G. WITTY (7) IOD ' PROVIDE (JO15T)(10) 50 X 1 Y2" NAILS COMMON NAIL PER RAFTER INSTALLED 51MPSON STRONG TIE H8 ® I6 O.G. OVER PLYWOOD W/ (5) IOD X I Y2' EACH END G5-20 X 18" MIN. WITH (7) IOD COMMON NAIL PER RAFTER INSTALLED OVER PLYWOOD • • SECOND FLOOR . • ATTACHMENT POINT ------------ JACK STUDS ® WINDOWS 4 DOORS AND/OR ® ENDS OPTION FOR: OF 5E6MENTED SHEARWALL BLOGKIN6 ® 24" O.G. or AS SPECIFIED ON PLANS SOLID 2x FULL HEIGHT ENDWALL HOEDOWN ANCHOR 5IMP50N HTT5 1 ^ MTSI6 CORNER STUD CONNECTED TO ' HOEDOWN ANCHOR ® ALL TRANSFER SHEAR CORNER POSTS i ' 11 51MP50N HTT5 EFTA 2-16d COMMON NAILS ® - - 6" O.G. 8 10" O.G. IF BLOCKED CORNER POST ° = ADJUSTABLE HANGER ADJUSTABLE HANGER ALL THREADED ROD ° ALL THREADED ROD • " 51MP50N 5TRON6 TIE SIMPSON STRONG TIE " 1-5-10 PROVIDE (10) IOD I Y2" NAILS L55U28 - 2 XS , 2 XIO AND 2 XI2 51MP50N GNW COUPLER - PROVIDE (FACE) (10) IOD X U'2' NAILS ;; 51MP50N GNW COUPLER - PROVIDE (JOI5T)(10) IOD X I Y2" NAILS BLOGKIN6 ® ENDWALLS 51MP50N 55TB " CLEAR 'SPAN ANCHOR BOLT 51MP50N 55TB " ANCHOR BOLT t v i STUD TO STUD CONNECTIONS ,,� �. : . ' .:` � e FIRST FLOOR 51MP50N 5TRON6 TIE LFTA ® 16' O.G. MIN. ae ATTACHMENT POINT (PROVIDE (8) IOD I Y2' NAILS EACH END OR (2) h1T512 STRUCTURAL KUROS SORBI-AVA ENGINEERING a ENGINEER: 169 COMMACK ROAD MT5I6 ® 16" O.G. MIN. (PROVIDE (7) IOD X 1 Y2" NAILS "` SUITE H-362 AT EACH END OR "05" COIL STRAP FLOOR TO CO NY 11725 FLOOR BAND WFGM TABLE 3.38 631-35 INSTALLED AT 16" 31-355-5556 O.G. (4) IOD I Y2" NAILS EACH END OD STRAP. 7 **Too' F I C A L 5 H E A R JIoN A L L A N 1:) 11-011 r4 ri `� 7*Arf= I GAL fo'LOOR4O � �O = 0F, E N I NO H0 �. 0w N A I L5 RAMINO 1:)E7AIL HURRICANE CLIP HIP CORNER PLATE ` 51MP50N STRONG TIE H8 ® 16" O.G. SIMPSON 5TRON6 TIE (HOP) A�� \A -� L41 W/ (5) IOD X 1 Y2" EACH END HGP - 2X MEMBER SIZE 2 : INSTALLATION OVER PLYWOOD IS HGP - 4X MEMBER ACCEPTABLE AS PER MIN. NAIL PROVIDE (6) IOD X I Y2" TO RAFTER PENETRATION (G-2003 P6.11) PROVIDE (6) IOD X I Y2" TO PLATES D13 / D14 MAX. OR SIMPSON STRONG TIE (MT512) ya Q Q NO NOTCHES PERMITTED 0/5 MAX. PROVIDE (7) IOD X I Y2" TO RAFTER p PROVIDE (7) IOD X I Y2" TO PLATES Q DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. 3 I Z�6E / RAf=7ER 255 MAIN STREET SUITE 200 HUNTINGTON, NY 11743 T**fo'f= I CAL P. 631.271.5400 WWW.DDANY.NET Copyright ©2025 All Rights Reserved. 40 57RAFF I NO 1;)r TA I L S 1 I'-O" = FOR MEMBERS LESS THAN 4 IN. SEAL: f: r PROJECT NORTH: GNTILEVERED PORTION R.R. NOMINAL DIMENSION FLOOR JOIST— CENTER GUTS ~ ' DEPTH OF TAPER ' CUT 0/4 MAX. MEASURE AT 1 i L INSIDE FACE OF e SUPPORT J015f DEPTH TAPER CUT NO NOTCHES PERMITTED PROJECT TITLE: � Ca LBPS p RENOVATIONS & ALTERATIONS TO THE: McNEILL RESIDENCE D14 MAX. „VI GE I L I NS JO 1ST TAPER GUT 710 OLD MENHADEN ROAD 1 z o.c. *= FOR MEMBERS LE55 THAN 4 IN. CUTCHOGUE , NEW YORK 11935 Y2" V LAG I6" 51MP50N NOMINAL DIMENSION DRAWING TITLE: sIMP50N u210 u26 16" O FLOOR JOIST— END GUTS 10 IOD I PROVIDE , a PROVIDE 10 IOD 5/a" "ANCHOR 13OLT STRAPP I NCB DETAILS PROVIDE 5/8" X 12" ANCHOR BOLTS. ALL I Y2" NAILS ® 23 O.G. GUTTING, NOTCHING, DRI LL I NS FOUNDATION WALLS SHALL HAVE ANCHOR BOLTS FOR COLUMN TO 61RDER SET APPROXIMATELY ONE FOOT FROM EACH —_ _= CONNECTION SEE ADJACENT D/3 MAX. FRAM I NS DETAILS CORNER AND 6 TO 12 FROM EACH END, SPACED — 23" ON CENTER. THERE SHALL BE ANCHOR BOLTS DETAIL ON EITHER 51DE Of: ANY OPENING AND AT LEAST TWO BOLTS IN ANY' ONE SILL. PORCH/DEG /HOUSE PORGY/� I RDER �, FLOOR MASONRY/ CONCRETE CONNECTIONS G0NNEG710N ]SETA I LCONNECT 1 <2N DETAIL 2" MIN. FROM TOP 4 DRAWN BY: 5DE SHEET NO. 51MP50N STRONG TIE 5/8" DIA. LBPS WITH 3"x3" BEARING BOT. OF JOIST PLATE ® 23" o.c. AND C5 016" O.G. (FILL ALL NAIL HOLES CHECKED BY: 5J5 w/ 80 X I Y2" NAIL5) TO RUN UNDER 51LL PLATE AND WRAP D (ACTUAL DEPTH) UP AND OVER SILL. PLATE GUTTI NG NOTCHI NO I DRILLING DATE: 10.20.25 Am4A 002 r—RAMIN6 1:)r:7A1L51I1 = 1I-OII = SCALE: A5 NOTED T**�rf= ICAL CU771N6 , N07CHIN6 , 12RILLINS ETAILSI" 1'-0" PROJECT NO. 2515 f=RAM I NO r;�E7`A I L lto� �O µ; I THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY / THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE,AND ARE AND SHALL P.S.F. VALUES TO BE USED IN SELECTING ALL EXTERIOR MATERIALS FOR ROOFS 8 SIDEWALLS '�I I ( Jam, I I / �( G I I Q I I I 1 REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE I �L I I. I I T I V l /� O �../V I\ > INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER 1/ \�/ -- �.y / / (RESIDENTIAL CODE OF NEW YORK STATE) LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE /� / l ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL / / \ BASIC WIND SPEED BASIC WIND SPEED ✓�� f� Z RppF EFFECTIVE RppF EFFECTIVE COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. / l I fO PIrGH zoNE WIND AREA PITCH zoNE WIND AREA NUMBER OF NUMBER OF // / (50. FT) 110 F120 ( �� 110 120 JOINT DESGRI PTI ON COMMON NAIL BOX NAILS NAIL SPAG I NG IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I ANYWAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING 1 10 10.0 -21.5 105 -25A 1 10 la.a -21.6 29.7 -25.a ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION"ALTERED BY' T� I FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE 1 20 10.0 -212 10.0 -25.2 1 20 1a.4 -20.7 25.0 -24.6 SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION LAW ARTICLE 14TARCHITECTURE,SECTION 7307) RAFTER TO TOP PLATE (TOE-NAILED) 3 - Sd 3 - lod PER RAFTER %_,L% 1 50 10.0 -205 10.0 -24.4 1 5o 15.6 -1a.2 222 -22.0 7 J� I(� ISSUANCE: CEILING JOIST TO TOP PLATE TOE-NAILED 3 - ad - „�- � ,J ^ i 100 10.0 -la.a 10.0 -23.'1 N-� I loo I8.1 -I8.1 215 -215 ( ) 3 iOd PER JOIST -4_, 0 t - ul N0. DATE: DESCRIPTION: \, � Q � 2 10 10.0 -36s los -435 `� 2 10 IcIA -255 23.-► -30.3 CEILING JOIST TO PARALLEL RAFTER (PAGE-NAILED) (HEEL JOINT) ,, �\/ / 1 ��/• 0: O O 1. 10.20.25 ISSUED FOR BUILDING DEPARTMENT FILING 4 r � A �_% ' F- � RAFTER SLOPE: 3:12 22 - Ibd 22 - 40d l t � / (`I o 2 20 10.0 -52.6 10.0 -58.8 (� o \ O 2 20 1a.4 -24 3 23.0 -2a.0 4:12 17 - Ibd 1-7 - 40d - - r m b - 2 a 22 -2-72 5:12 14 - 16d 14 - 40d EACH LAP � �� J, 2 50 10.0 2"fS 10.0 32.7 2 5o I8. 2 2 �� t 7:12 10 - Ibd IO - 4od -� 2 100 10.0 -25.6 10.0 -26.1 2 100 18.1 -21.8 215 -25A 9:12 AND GREATER 8 - 16d 8 - 40d I 3 Io 10.0 -55.0 los -b6.4 3 io 1a.a -255 23.7 -303 GEILIN6 JOIST LAPS OVER PARTITION (PAGE-NAILED) ® INTERIOR ZONE 3 20 10.0 -455 10.0 -542 3 20 ILIA -24.3 25.0 -2a.0 RAFTER SLOPE: 3:12 22 - ibd 22 - 40d 4 ® PERIMETER ZONE 4:12 17 - 16d 17 - 40d �TE 3 so 10.0 -55.1 10.0 -3a.5 3 50 18.b -22.a 222 -2'12 5:12 14 - Ibd 14 - 40d EACH LAP I. FOR GABLE ROOFS ioy6 TO 45 6 PITCHES 7:12 l o - 16d 10 - 40d 3 100 t0.0 -23b 10.0 -28.1 3 100 I8.1 -21.8 215 -25.a ci:12 AND GREATER a - Ibd 8 - 40d 2. SEE FASTENING SCHEDULE A FOR NAILING IN EA. ZONE 1 10 12.5 -Ia.a 14A -23.'1 4 10 21.8 -25.6 25A -26.1 COLLAR TIE TO RAFTER (FAGS-NAILED) 3. AN EDGE INDICATES THE EDGE OF EA. PANEL RAFTER SLOPE: 3:12 7 - 10d 7 - l2d A FIELD INDICATES THE FIELD OF EA. PANEL 1 20 11.4 -ILIA 15.6 -23.0 4 20 20b -22.6 24.'1 -26.a 4:12 6 - lod 6 - 12d 4 - IOd 4 - 12d PER TIE I 50 10.0 -18.6 Il.a -222 4 50 lay -21.3 232 -25.4 6:12 AND GREATER 4 - IOd 4 - 12d I 100 10.0 -I8.1 IOS -215 4 100 18.5 -20.4 22.0 -242 �,- BLOCKING TO RAFTER (TOE-NAILED) 2 - ad 2 - IOd EACH END k// 2 10 125 -42.1 14A -50.1 1 5 10 21.0 -2a.1 25.a -34.'1 _ O ,/ �� J , N o 2 20 11.4 -382 15.6 -45.4 5 20 20.8 -212 24.1 -52.4 RIM BOARD TO RAFTER (END-NAILED) 2 - 16d 5 - 16d EACH END �( 2 50 10.0 -55.0 I1A -SCIZ 5 50 lay -24b 23 2 -2a 3 2 2 Ioo 10.0 -2a.1 105 -34.7 5 100 185 -22.6 22.0 -26.a - TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d I 2 - Ibd I PER FOOT Z , 3 10 125 -42.1 14.a -50.1 FOR 51: I FOOT = 304.6mm, 150. FT. - O.Oa2a 50. METERS, • \� y If / Z / /=( "rJ I / I MPH - I bOa KM/H - \� 0 / O f� J TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 - 16d 5 Ibd JOINTS -EACH SIDE g � 2 \-y� I �� l t i��! � 3 20 11.4 -382 13.6 -45.4 NOTES: FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN ;\O ABOVE THE LOAD MAY BE INTERPOLATED;OTHERWISE USE , / 3 50 10.0 -55.0 Il.a -3a.3 THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. STUD TO STUD (FAGS-NAILED) 2 -16d 2 - Ibd 24" O.G. __� j� TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE / / -� _ BY NNLTIPLYING BY THE ADJUSTMENT COEFFICIENT IN TABLE/ / , f � �, 3 100 10.0 -2a.1 IOS -34.'I �� RSO12(3). SEE FIGURE R3OI20) FOR LOCATION OF ZONES. HEADER TO HEADER (FACE-NAILED) 16d 16d I6 OG ALONG ED&E5 PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 - Ibd 2 - 4od PER STUD ,0 O' BOTTOM PLATE TO FLOOR JOIST, BANDJO 15T, ENDJO 1ST OR BLOCK I N 2 - 16d 1,2 2 - Ibd I,2 PER FOOT ® INTERIOR ZONE FRE (PAGE-NAILED) STRUCTURAL KUROSSORBI-AVAENGINEERING PERIMETER ZONE I ✓✓VRE ZONES ENGINEER: 169 COMMACK ROAD g�NOTE: `K k 4O1 O O R � R �c l-II I N SUITE H-362 I. FOR HIPPED ROOFS 10� TO 4516 PITCHES COMMACK, NY 11725 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 - 10d PER JOIST 631-355-5556 2. SEE FASTENING SCHEDULE A FOR NAILING IN EA. ZONE BRIDGING TO JOIST (TOE-NAILED) 2 - ad 2 - 10d EACH END 3. AN EDGE INDICATES THE EDGE OF EA. PANEL A FIELD INDICATES THE FIELD OF EA. PANEL BLOGKING TO JOIST (TOE-NAILED) 2 - ad 2 - lod EACH END 1�1A L_ 11�1� 1�lOT�s WINDBORNE DEBRIS PROTECTION FASTENING BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - Ibd 4 - 16ci EACH BLOCK i SCHEDULE FOR WOOD STRUCTURAL PANELS I I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 ON CENTER AT THE PANEL EDGE. IF LEDGER STRIP TO BEAM (FAGE-NAILED) 3 - 16d 4 - 16d EACH JOIST [REFER TO TABLE R3012.12 OF THE RESIDENTIAL CODE OF NEW PORK STATE] WALL SHEATHING 15 NAILED 5" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR GAPAG I TI ES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, FASTENER SPADING INCHES JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - ad 3 - IOd PER JOIST FASTENER TYPE PANEL SPAN 4 FEET < 6 FEET < •. SUCH AS SHEAR PLATES, SHALL BE USED < 4 FEET PANEL SPAN PANEL SPAN _ BAND JOIST TO JOIST (END-NAILED) 3 - Ibd 4 16d PER JOIST TO MAINTAIN THE LOAD PATH. <6 FEET < s FEET NO. 8 WOOD SCREW BASED ANCHOR w/ 2" 16 10 8 EMBEDMENT LENGTH BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - l6d 2 - 16d PER FOOT w- 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS NO. 10 WOOD SCREW BASED ANCHOR w/2" SHALL BE PERMITTED TO BE REDUGED TO I - 16d PER FOOT. EMBEDMENT LENGTH 16 12 a R O O F= � �-t E= A T 1-4 I i�l C� 3. CORROSION RES 15TANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; GHEGK I BG FOR 440 LA 5 �� G� ANCHOR `12. 16 16 16 ADDITIONAL REQUIREMENTS. STRUCTURAL PANELS: PANEL INTERMEDIATEDIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. EDGES SUPPORTS 255 MAIN STREET SUITE 200 HUNTINGTON, NY 11743 4. ALL GUANTI TI ES ARE BASED ON 16" OG SPAG I NG FOR RAFTERS, JOISTS AND STUDS. MINIMUM UNIFORMLY DISTRIBUTED DESIGN LOADS INTERIOR ZONE ad IOd 411 6" P. 631.271.5400 WWW.DDANY.NET [REFER TO TABLE R301S OF THE RESIDENTIAL CODE OF NEW PORK STATE] Copyright ©2025 Ali Rights Reserved. 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INGLUDING 4 FEET ON EACH PERIMETER EDGE ZONE ad lod 411 4,:: SEAL: PROJECT NORTH: SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USE =FLI\/E LOAD DEAD LOAD F USED. GABLE ENDWALL RAKE WITH LOOKOUT BLOCK ad IOd .� q EXTERIOR BALCONIE54DEGKS 40 psf 10 psf tr 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE GORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT ATTICS WITHOUT STORAGE ('ROOF BELOW 3 PITCH) 10 psf 10 psf G E= I L I 1�1 G S }-� E_ T 1-•I' 1 1�l G '' REQUIREMENTS SHALL BE USED. ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 10 psf GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD 4 ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf SLEEPING ROOMS 30 psf 10 psf �-- L- � H E T H 1 STAIRS 40 psf 10 psf STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIA PROJECT TITLE: NOTE: EDGES SUPPORTS ALL STRAPPING TO BE V4"x20 GAUGE STEEL OR 'SIMPSON' EQUIVALENT GUARDRAILS AND HANDRAILS 200 psf 10 psf RENOVATIONS & ALTERATIONS TO THE: - 0520 (COILED STRAP) INTERIOR ZONE6 ad lod 6" 6" (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATH I NGZ 4' EDGE ZONE 6 ad lod 6 (oil M c N E I LL RESIDENCE MINIMUM ROOF L11�E LOADS NOTATION: [REFER TO TABLE R3015 OF THE RESIDENTIAL CODE OF NEW YORK STATE] A- NUMBER OF 8d NAILS ® EA. END OF STRAPPING (TABLE 3."1, P. 157) FIBERBOARD PANELS: A D B- NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (TABLE 3.238, P. la3) TRIBUTARY LOADED 7/16" (rid - 3" EDGE / 6" FIELD 710 OLD MENHADEN ROAD C- NUMBER OF FULL HEIGHT KING STUDS ROOF SLOPE AREA IN S.F. FOR ANY 25/32" ad - 3" EDGE / 6" FIELD 0 EA. SIDE OF HEADER (TABLE 5.250, P. Ia8) CUTCHOGUE , NEW YORK 11935 D- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD STRUCTURAL MEMBER C TO END OF HEADER ® EA. SIDE (TABLE 3.'1, P. 15-) GYPSUM WALLBOARD 5d COOLERS 5d COOLERSE- NUMBER OF JACK STUDS 7" EDGE / 10" FIELD DRAWING TITLE: F- NUMBER OF Ibd NAILS, END®-NAILED THROUGH ADJA EA. END OF HEADER CENT JACK STUD I) O TO 200 OI TO 60 OVER 600 NAB I L I NG SCHEDULE TO END OF SILLS) ® EA. SIDE (DOES NOT APPLY TO DOORS) (TABLE 5.8, P. 15'1) FLAT OR RISE LESS THAN 4 INCHES 20 16 12 PARTICLE BOARD PANELS 8d ad SEE MANUFACTURER B � PER FOOT(1:3) FASTENING SCHEDULE B RISE 4 INCHES PER FOOT(1:3) TO LESS 16 14 12 L O O R A T 1 G ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS THAN 12 INCHES PER FOOT(I:I) RISE 12 INCHES PER FOOT(1:1) AND [IN ACCORDANCE WITH GREATER 12 12 12 GONSTRI1GT10N MANUAL 2015 WITIoNI STRUCTURAL PANELS: F I" OR LESS ad IOd 6" EDGE / 12" FIELD NOTATION ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS GREATER THAN I" loci ibd 6" EDGE / 6" FIELD ROUGH A B G D E F OPNG [REFER TO TABLE R301.'1 OF THE RESIDENTIAL CODE OF NEW YORK STATE] DRAWN BY: SDE SHEET NO. 2'-0" 2 (1) 2x4 I I I I STRUCTURAL MEMBER ALLOWABLE DEFLECTION CHECKED BY: 5JS 4'-0" 4 (1) 2x4 2 2 2 2 RAFTERS HAVING SLOPES GREATER THAN s(2 WITH NO GEILIN6 ATTACHED TO GEILIN6 LA 50 DATE: 10.20.25 ®1 (2) 2x4 OR (I) 2x6 3 3 3 3 INTERIOR WALLS AND PARTITIONS H/I80 Aa4 8'-0" 8 1 (2) 2x4 OR (I) 2x6 3 3 3 3 FLOORS AND PLASTER CEILINGS L/360 SCALE: AS NOTED 10'-O" 10 (2) 2xb 4 4 4 4 ALL OTHER STRUCTURAL MEMBERS L/240 PROJECT N0. 2515 12'-0" 12 (2) 2xb 5 5 5 5 EXTERIOR WALL-WIND LOADS WITH FLEXIBLE FINISHES L/120 777-1 I E S THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE,AND ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT. ELEGTR I GAL LEGEND IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING "Z" "Z" = FIXTURE DESIGNATION - SEE FIXTURE TYPE BELOW ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION"ALTERED BY a a = CIRCUIT DESIGNATION FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION DUPLEX RECEPTACLE - WP INDICATES WATER PROOF LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) GFI DUPLEX RECEPTACLE WATER RE-515TANCE GFI ISSUANCE: QUAD RECEPTACLE NO. DATE: DESCRIPTION: PTV (GABLE) CONNECTION 1. 110-7075 ISSUED FOR BUILDING DEPARTMENT FILING SINGLE POLE SWITCH "DEGORA TYPE" SINGLE POLE DIMMER 5WITGH "DECORA TYPE" $ $3 3-WAY 5WITGH "DECORA TYPE" $a 4-WAY 5WITGH "DEC ORA TYPE" $,i JAMB 5WITGH $1L SINGLE POLE 5WITGH W/ INDICATOR LIGHT ,DECoRA,, EX EXISTING LIGHT FIXTURE/ 5WITGH TO REMAIN PROVIDE JUNCTION BOX FOR OWNER PROVIDED A GEILING FAN (10IF INDICATED MEANS W/ LIGHT B - - 5" CEILING RECESSED C � 4"GEILING RECESSED \ D 40 4"GEILING RECESSED w/EYEBALL -- \\ GFI ® 42" i i �\ DN. a E p OWNER PROVIDED WALL MOUNTED 50ONGE A.F.F. C SD G F O OWNER PROVIDED VANITY WALL MOUNTED LIGHT GFI G / i I r1 K i \ nAR-EA / NEW \ G JO JUNCTION BOX FOR OWNER PROVIDED HANGING FIXTURE qHOME OFFICEEXIST. H 4- 4" RECESSED w/ SHOWER LEN5E GFI ® 42" I i / i / / PORCHA.F.F. / K�j / / I OWNER PROVIDED EXTERIOR WALL MOUNTED LIGHT T I OWNER PROVIDED GHANDELIER O \I G I G� G _ J O (mp) INDICATES MOTOR POWERED LOWERING DEVICE i i ¢) ' G� G I WIRED TO SEPARATE 5WITGH � i K GFI ® 42" Q / ; �; I K 0 OWNER SELECTED HANGING PENDANT LIGHT A.F.F. O I � � � I L E----� UNDER CABINET LED LIGHT i I �' I RENOVATED \ -- - -- \ 4 Ft. LED STRIP LIGHT W/ COVER ------------ _-�\ \ KITCHEN I ENO M DINING ROOM �-- - - - N GEILING MOUNTED PORCELAIN FIXTURE STRUCTURAL KUROS SORBI-AVA ENGINEERING \NEW LAUNDRY\J�j � � - - -- ---CFI ® 42" \ M- ENGINEER: 169 COMMACK ROAD ------ -------- A.F.F..F. W - ' 0 CABINET LIGHT SUITE H-362 I `` w L------ - �-- CK, NY 11725 i i \ \ O P ------ UNDER GABINET LED TAPE LIGHTING 631-355-5556 OWNER'S G 7. i CLOSET Q OWNER PROVIDED ARTWORK LIGHTING \ �l SD G J G C� I R O OWNER PROVIDED SURFACE MOUNTED LIGHT 77 l\ I Sp ® RELOCATED / N0 LIGHT FIXTURE / 5 o OWNER PROVIDED LED LIGHT BAR WITH COVER / NEW DEN \ BATH #I £ / EX TOILET EXHAUST FAN CONNECTED TO LIGHT 5WITGH ;,. / \ ---- � (It) IF INDICATED MEANS WITH LIGHT (t) MEANS TIMER ® 42" l EXIST. A.F.F. NOTE: _ �= PROVIDE DIMMERS ON ALL 5WITGHE5 WHENEVER POSSIBLE Fol DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. --- — 255 MAIN STREET SUITE 200 HUNTINGTON, NY 11743 EXIST• P. 631.271.5400 WWW.DDANY.NET dbEXISTING I I LIVING ROOM Copyright 02025 All Rights Resemd. --- --- FOYER I I SEAL: PROJECT NORTH: UTILITY NOTES: I. THE HVAG CONTRACTOR SHALL VERIFY THE 51ZE AND - - -- / - --j I ( PERFORMANCE OF THE EXISTING 5Y5M(5) AND CALCULATE / 1.1 THE NEW REQUIREMENTS TO DETERMINE IF THE EXISTING . I DN' SY5M(5) WILL BE ADEQUATE TO ACCOMMODATE THE NEW I \ / ADDITION. IF THE SY5TEM(5) ARE NOT ADEQUATE, THE G-ENERAL CONTRACTOR SHALL INGLUDE IN HIS BID THE C05T ' \ a OF EXPANDING THE 5Y5TEM(5) A5 REQUIRED FOR PROPER I PERFORMANCE. f I NEW \\ I � GARAGE I I 2. THE PLUMBING CONTRACTOR TO VERIFY THE 51ZE OF RELOCATED \ I EXIST. EXISTING DOME5TIG HOT WATER SYSTEM AND DETERMINE IF PROJECT TITLE: GARAGE DOOR / PORCH THE EXISTING 5Y5M WILL BE ADEQUATE FOR THE NEW AND RENOVATIONS & ALTERATIONS TO THE: OPENER / i / EXISTING LOADS COMBINED. IF SYSTEM 15 NOT ADEQUATE, COST OFO EXP RAL CONTRACTOR TGHTE SYSTEM AS REQUIRED FOR PRALL INCLUDE IN H15 BID OPER M c NE ILL RESIDENCE ' I ' PERFORMANCE. r- 3. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE 51ZE OF M / I m 0 a a ❑O THE EXISTING ELECTRIC SERVICE FOR ADEQUACY IN 710 OLD MENHADEN ROAD (�� ( PROVIDING NEW ELECTRICAL INSTALLATIONS AS 5140WN. L-J I i I UPGRADE SERVICE, METER, PANEL, ETC. AS REQUIRED. ALL CUTCHOGUE , NEW YORK 11935 I I i ELECTRICAL WORK TO BE FIRE UNDERWRITERS INSPECTED I DRAWING TITLE: AND APPROVED. SUBMIT CERTIFICATE TO OWNER UPON WN I I RECEIPT. THE GENERAL CONTRACTOR SHALL INCLUDE IN HI5 I ST FLOOR LIGHTING I i i ELF THE REQUIREMENTS.THE UP6RADE AND ALL RELATED ELECTRICAL PLAN / ELECTRICAL NOTE: PROVIDE ALL ELECTRICAL OUTLETS, SWITCHES, ETC. 1 \ / AGGORDING TO ALL STATE AND LOCAL CODES. -_ COORDINATE WITH OWNER, LOCATIONS OF ALL ADDITIONAL 5WITGHIN6, OUTLETS AND LIGHTING. I- PROVIDE ELECTRICAL CONVENIENCE RECEPTACLE OUTLETS PER E3a01. COORDINATE WITH OWNER DRAWN BY: 5DE SHEET NO. ADDITIONAL REQUIREMENTS. 2- PROVIDE CONVENIENCE RECEPTAGLE OUTLET IN CHECKED BY: 5,.15 GARAGE, PER E3CTOIA WITH GFCI, PER E3a02.2 DATE: 10.20.25 Ell 3- PROVIDE ONE WALL 5WITGH CONTROLLED LIGHTINGON f:: 1R!5T f:: L16HTINO I$ ELECTRICAL FLAN NOTE' NOTE: THE EXTERIOR 51DE OF EACH OUTDOOR EGRESS DOOR SCALE: A5 NOTED ELECTRICAL CONTRACTOR TO REVIEW LIGHTING AND 5WITGHING ELECTRICAL CONTRACTOR TO COORDINATE ANY ADDITIONAL HAVING GRADE LEVEL ACCESS IN ACCORDANCE WITH E100 1/4" = 1'-0" LAYOUT WITH CLIENT IN FIELD PRIOR TO INSTALLATION EXTERIOR LIGHTING REQUIREMENTS WITH OWNER E3903.3 PROJECT N0. 2515 4- GFCI's ARE TO BE PROVIDED, PER E3C102 7777 9 THE DESIGN,DRAWINGS,SPECIFICATIONS,AND ALL OTHER DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECTS SERVICE,AND ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE DESIGNS CONTAINED HEREIN ARE INTENDED FOR THE SPECIFIC LOCATION INDICATED AND ARE NOT TO BE USED IN OTHER LOCATIONS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAINS ALL COMMON LAW,STATUTORY,AND OTHER RESERVE RIGHTS,INCLUDING COPYRIGHT, ELECTRICAL LEGEND IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER DOCUMENTS BEARING AN ARCHITECTURAL SEAL I ANY WAY. IF ANY ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED THE ALTERING - -- - "Z" "Z" = FIXTURE DESIGNATION - SEE FIXTURE TYPE BELOW ARCHITECT SHALL AFFIX SEAL TO THE ITEM ALONG WITH THE NOTATION'ALTERED BY _ a a = CIRCUIT DE516NATION FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND NOTE THE SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEW YORK STATE EDUCATION �@ DUPLEX RECEPTACLE - WP INDICATES WATER PROOF LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) =@GFI DUPLEX RECEPTACLE WATER RESISTANCE GFI ISSUANCE: QUAD RECEPTACLE F1.N0. DATE: DESCRIPTION: TV (GABLE) CONNECTION 10.20.25 ISSUED FOR BUILDING DEPARTMENT FILING I � $ SINGLE POLE SWITCH "DECORA TYPE" 51NGLE POLE DIMMER SWITCH "DECORA TYPE" $3 3-WAY SWITCH "DECORA TYPE-- 4-NAY 5WITGH "DECORA TYPE" $j JAMB 5WITGH 1� SINGLE POLE 5WITGH W/ INDICATOR LIGHT "DECORA" I --------- EX EXISTING LIGHT FIXTURE/ 5WITGH TO REMAIN PROVIDE JUNCTION BOX FOR OWNER PROVIDED I A CEILING FAN j (10IF INDICATED MEANS W/ LIGHT B 5" GEILING RECESSED I i G � 4"GEILIN6 RECESSED D 40 4"GEILING RECESSED w/EYEBALL Fq I a•• s E 0 OWNER PROVIDED WALL MOUNTED SCONCE NEW G---- ' 0 It) Oo • ' F OWNER PROVIDED VANITY WALL MOUNTED � TED L I6HT G JO JUNCTION BOX FOR OWNER PROVIDED HANGING FIXTURE RENO. BATH #5// i i H -�- 4" RECESSED w/ 5HOWER LEN5E _ _ I RENO. EXIST. _ _ _ / — — i 'FI BALCONY i OWNER PROVIDED EXTERIOR WALL MOUNTED LIGHT BEDROOM #3 T T I/o J OWNER PROVIDED CHANDELIER G (It) NEW G� I I (mp) INDICATES MOTOR POWERED LOWERING DEVICE � i RENO� i O WIRED TO SEPARATE 5WITGH \ K-IN\ K O OWNER SELECTED HANGING PENDANT LIGHT - - - - - - - - - - - - SD I GLOS. I F G� I G I L UNDER CABINET LED LIGHT — I- I M 4 Ft. LED STRIP LIGHT W/ COVER II EX RENO. N � GEILING MOUNTED PORCELAIN FIXTURE STRUCTURAL KUROS SORBI-AVA ENGINEERING BEDROOM #1 ENGINEER: 169 COMMACK ROAD 0 � CABINET LIGHT SUITE H-362 FI B EX COMMACK, NY 11725 631-355-5556 —' P -----. UNDER CABINET LED TAPE LIGHTING • Ea. Ea. I ` � J (It) Q J— OWNER PROVIDED ARTWORK LIGHTING SD EXIST. HALL - G RENO. ccc( `t BATH #4 \ i -- R OWNER PROVIDED SURFACE MOUNTED LIGHT G s x.; � NEW � I r �� 7 � ��\ BATH #2 OWNER PROVIDED LED LIGHT BAR WITH COVERLj fi TOILET EXHAUST FAN CONNECTED TO LIGHT 5WITGH --- ; I \ (It) IF INDICATED MEANS WITH LIGHT (t) MEANS TIMER i NEW --- -- \ ) 1 /BEDROOM #4 ___ __ Lo NOTE: _-- -- PROVIDE DIMMERS ON ALL SWITCHES WHENEVER P0551BLE G .,. RENO. I BEDROOM #2 DIVERSIFIED DESIGN ASSOCIATES - ARCHITECTS, P.C. -- --- ;�." I 255 MAIN STREET SUITE 200 HUNTINGTON, NY 11743 P. 6 31.2 71.5 4 0 0 WWW.DDANY.NET Copyright ©2025 All Rights Reserved. - -1--- I I S „ PROJECT NORTH: UTILITY NOTES: '` I I. THE HVAG CONTRACTOR SHALL VERIFY THE SIZE AND PERFORMANCE OF THE EXISTING 5Y5TEM(5) AND CALCULATE RNO. I THE NEW REQUIREMENTS TO DETERMINE IF THE EXISTING G1�05. I SYSTEMS) WILL BE ADEQUATE TO ACCOMMODATE THE NEW f ADDITION. IF THE 5Y5TEM(5) ARE NOT ADEQUATE, THE �. a 11 GENERAL CONTRACTOR SHALL INCLUDE IN HI5 BID THE COST OF EXPANDING THE SY5TEM(5) AS REQUIRED FOR PROPER PERFORMANCE. t. 2.THE PLUMBING CONTRACTOR TO VERIFY THE 51ZE OF EXI5TING DOMESTIC HOT WATER SYSTEM AND DETERMINE IF PROJECT TITLE: THE EXISTING SYSTEM WILL BE ADEQUATE FOR THE NEW AND RENOVATIONS & ALTERATIONS TO THE: EXISTING LOADS COMBINED. IF SYSTEM IS NOT ADEQUATE, THE GENERAL CONTRACTOR SHALL INCLUDE IN HI5 BID THE G05T OF f:E ORMANGE.�ING THE SYSTEM AS REQUIRED FOR PROPER M c N E I LL RESIDENCE 3.THE II II SHALLCTR VERIFY TH THE EXIS NG EILECTRIC S CAL CONT RVI CE FORADEQ AGY IN E SIZE of �10 OLD PROVIDING NEW ELECTRICAL INSTALLATIONS AS SHOWN. MENHADEN ROAD I UPGRADE SERVICE, METER, PANEL, ETC. AS REQUIRED. ALL CUTCHOGUE , NEW YORK 11935 ELECTRICAL WORK TO BE FIRE UNDERWRITERS INSPECTED AND APPROVED. SUBMIT CERTIFICATE TO OWNER UPON DRAWING TITLE: IPT. THE ERAL CONTRACTOR SHALL INCLUDE BID En-EE COST FOUR THE UPGRADE AND ALL RELATED IN HIS 2ND FLOOR LIGHTING � II II ELEGTRICAL REQUIREMENTS. ELECTRICAL PLAN LL . . . . . . . — — — — — — —— . . . - - — — J J ELECTRICAL NOTE: PROVIDE ALL ELECTRICAL OUTLETS, 5WITGHE5, ETC. ACCORDING TO ALL STATE AND LOCAL CODES. COORDINATE WITH OWNER, LOCATIONS OF ALL ADDITIONAL SWITCHING, OUTLETS AND LIGHTING. I- PROVIDE ELECTRICAL CONVENIENCE REGEPTAGLE OUTLETS PER E3901. COORDINATE WITH OWNER DRAWN BY: SDE SHEET NO. ADDITIONAL REQUIREMENTS. 2- PROVIDE CONVENIENCE RECEPTACLE OUTLET IN CHECKED BY: GARAGE, PER E3a01A WITH GFGI, PER E31102.2 /`� NOTE: DATE: 10.20.25 I EB ECCN� f L O O L i G H T I N G I$ E L E G T I A L FLAN NOS 3- PROVIDE ONE WALL 5WITGH CONTROLLED LIGHTING ON Em101 THE EXTERIOR SIDE OF EACH OUTDOOR EGRESS DOOR SCALE: A5 NOTED ELECTRICAL CONTRACTOR TO REVIEW LIGHTING AND SWITCHING ELEGTRICAL CONTRACTOR TO COORDINATE ANY ADDITIONAL HAVING GRADE LEVEL ACCESS IN ACCORDANCE WITH • I O I i/4" = I'-O" LAYOUT WITH CLIENT IN FIELD PRIOR TO INSTALLATION EXTERIOR LIGHTING REQUIREMENTS WITH OWNER E3903.3 PROJECT N0. 25I5 4- GFGI's ARE TO BE PROVIDED, PER E3c102 ,. ,. .