The URL can be used to link to this page

Home My WebLink About50016-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE r SOUTHOLD, NY r M�n BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50016 Date: 11/9/2023 Permission is hereby granted to:. O'Neill, Thomas 1420 Smith Dr S Southold, NY 11971 To: construct interior alterations (interior demo only) to existing single-family dwelling as applied for. Additional plans/approvals will be required. At premises located at: 1420 Smith Dr S Southold SCTM # 473889 Sec/Block/Lot# 76.-3-10.1 Pursuant to application dated 10/25/2023 and approved by the Building Inspector. To expire on 5/10/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $250.00 CERTIFICATE OF OCCUPANCY $100.00 Total: $350.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 h11p T.//w soutboldtovKjiny , Date Received APPLICATION FOR BUILDING PERMIT C O M For Office Use Only o "[ 2, 5 202 ori PERMIT NO. gAbIL Building Inspectors ............. (L-/ Building Depeirtment Applications and forms must be filled out in their entirety.Incomplete Town of sotithol applications will not be accepted. Where the Applicant Is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: ocr. 4( 02-3 OWNER(S)OF PROPERTY: Name,�/p,, U O TM# 1000- Project Address: . ! Phone#: Email: �Orl Mailing Address: 1 6e A/+l ! CONTACT PERSON: Name: Mailing Address: Phone#: Email . DESIGN PROFESSIONAL INFORMATION: Name: N& Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: L Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair Demolition Estimated Cost of Project: ❑Other D 0 Will the lot be re-graded? ❑Yes o ' Will excess fill be removed from premises? []Yes JVo 1 PROPERTY INFORMATION _.....__ _. ............ Existing use of property: Intended use of property � ;��—�, � LWw mmmmm II Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to p _._...._..._� .�....�...�._.�.�..WW�..^-_�� ..�.��...�..�...�.....�... this property? ❑�.Ye..s.._.K� ..N,,.oP IF YES, PROVIDE ROVIDE CA COPY heck Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ❑Authorized Agent wner Signature of ApplicananV Date: m ,M STATE OF NEW YORK) SS: COUNTYOFfU�17[1Z ) being duly sworn, deposes and says that(sjie is the applicant (Name of individual signing contract)above named, (S(9 is the N Contractor Agent,Corporate Officer, etc. _ ....._._. .......,, of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 47ciay of_ _ .._...I4e20 Notar Public MICHAEL&KIMACK Notary Public,State of New York No.02KI5056823 PROPERTY OWNER AUTHORIZATION Qualified in Nassau County (Where the applicant is not the owner) Commission Expires March 11,2026 residing at�. w..�....., .._ .m ._ _, �.. .r ._... -----do hereby authorize _ _M.. ._ ....w. —to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature..� ...__._.._.�_.�......, w_ .,m.�._. Date .�..�._.� Print Owner's Name ...................�, 2 -76 �SS�.ss�rs -CI� 01 �1�GV1Q,l �j� 2flfl qpava(f rQ� uir� Q� I PROJECT DATA DRAWING LIST: LEG EN D : SITE DATA: DISTRICT R40 - EXISTING: PROPOSED: ALLOWED: T-100 SITE PLAN, SITE DATA, ABBREVIATIONS, DRAWING LIST 1 OF 20 LOT SIZE (SF): 37,376.1 37,376.1 - T-101 RESCHECK 2018 IECC 2 OF 20 ss� WETLAND AREA (SF): (340) (1150) - D-100 DEMO EXISTING PLANS 3 OF 20 BUILDABLE (SF): 37,036.1 36,226.1 - D-101 DEMO EXISTING ELEVATIONS 4 OF 20 10 E N DfiriENT � LOT WIDTH (FEET): 150 150 150 3 -AVU.P.0 ,S�' j�, J A-100 FIRST FLOOR PLAN AND WALL TYPES 5 OF 20 1,245ss' PIPE a N8 T LOT DEPTH (FEET): 220 220 175 o �'I � 2o�E 30�0" EDGfCFPq� � S� 1, � A-101 SECOND FLOOR PLAN 6 OF 20 MfNr FRONT YARD (FEET): 87.7 46.7 50 �S Iz A-102 PARTIAL PLANS, FIRST FLOOR 7 OF 20 R; U.P. REAR YARD (FEET): 67.5 51.0 50 w o.2Tv Iso.00, Y A-103 ROOF PLAN AND ROOFING NOTES 8 OF 20 L=76.62 u � o ,,S .a'w IPE SIDE YARD (FEET): 24.6 22.4 15 O 5. 'S 5.4'S A A-200 NORTH AND SOUTH ELEVATIONS 9 OF 20 O � b °.�' BOTH SIDE YARDS (FEET): 35.2 33.7 35 m A-201 EAST AND WEST ELEVATIONS AND WINDOW/ DOOR 10 OF 20 PR PANE TANK GFA (SF): 4,229.3 5,024.1 4,816.95 SCHEDULE P GENE OR � LOT COVERAGE (%) 10.4 16.51 20 A-300 BUILDING SECTION THRU KITCHEN / SECOND FLOOR 11 OF 20 11.2 o BUILDING HEIGHT (FEET): 20.6 28.75 35.25 NUMBER OF STORIES: 2 2 2 2 A-301BUILDING SECTION THRU MUDROOM / MECHANICAL 12 OF 20 [)ETA HED ROOM, FRAMING DETAILS 3 GAR GE GFA CALCULATIONS (SQUARE FEET) - z -� A-302 BUILDING SECTION THRU LIVING ROOM AND FRAMING 13 OF 20 U.P. EXISTING - DETAILS os'w 3 DRIVEWAY EXISTING FIRST FLOOR: 2,878.5 PROPOSED GFA: 5,024.1 EXISTING SECOND FLOOR: 2,878 ALLOWED GFA: 4816.95 A-400 FOUNDATION PLAN AND DETAILS 14 OF 20 aO 1 785.2 OVERAGE: 207.15 (4.3%) 01 BUILDING DEPT. SUBMISSION 4/16/25 LOT 47 3 - LOT 43 EXISTING ATTACHED GARAGE. A-401 FIRST FLOOR FRAMING PLAN 15 OF 20 WALKWAY � ND. REVISION/SUBMISSION DATE 22'4 AIC FIRS FLOOR TOTAL EXISTING GFA: 4,229.3 ORCH PROPOSED - FIRS - SECOND FLOOR FRAMING PLAN 16 OF 20 s EXTE SION FRONT T LOOR s UTK -� 11.3 0.5W EXISTING FIRST FLOOR: 2,878.5 A-900 ROOFING DETAILS 17 OF 20 s�2iTH DRivT EXISTING SECOND FLOOR: 785.6 2 STY FRAME DWELLING#1420 PROPOSED 1ST FLOOR ADDITION: 736.2 S-001 STRUCTURAL GENERAL NOTES 18 OF 20 FFL8.0 2ND FL DECK MASTER BEDROOM: 500.8 se FRONT PORCH ENCLOSED: 59.8 S-101 STRUCTURAL PLANS AND DETAILS 19 OF 20 PATIO rn MUDROOM: 175.6 �2 of p3 PROPOSED 2ND FLOOR ADDITION: 340.3 P-100 BATHROOM PLANS, SCHEDULE AND PLUMBING RISER 20 OF 20 r ICgNUU C FiHANCf 6 ANNNAC FC�NCf O ti oD F� D N PORTION ATTACHED GARAGE REMAINING: 283.5 DIAGRAM y �D2DNEBp p �v ?DNfa N w 2p"fAfrf(6 D�Ry Cri TOTAL PROPOSED NEW GFA: 5,024.1 8,. 6� o a, FLAGPOLE DIFFERENCE IN GFA - +794 8 �10 1s57�0^y O N g"LED MA - _� MODERAr AS SHOWN E wA AC7/D/y TW 5.3 S 57°10"'0"W `54.5' CUNDARY ALL 0.2'W o TW 4.1 TIMBER TW 41 p TW 5.3 oCONC.BLOCK WALL DGEOFMAINTAINEDYARD o MNEIj'0 SEE GFA COMPARISON GRAPHIC A-300 a 2 NIOODBGLKHEAD LW.j.3 DETACHED GARAGE 990.0 DRPF NO ' s TW 2. ftS �2 TW 2.0 2.0 78.00' I rra�jj G�� S 47000 p0 C 9 9 SO W 84.48 I ' IE L ER DEED ' ID �4 H 01\14IDT MLW SHORLI KEY PLAN NE 120 973 242.2626 a r x 973.242,2676 44 Broad Street 19th Floor vewark, NJ 07102 active design group � SITE PLAN ENGINEER SCALE:1"=30' BACON LANE ARCHITECT 3 T ROAD SOUTH GROUND ULTIMATE WIND SEISMIC DESIGN WEATHERING FROST LINE TERMITE DECAY WINTER ICE BARRIER FLOOD C O R N 76 K E EN N L L BRIDGE, CT SNOW LOAD SPEED (mph) CATEGORY DEPTH DESIGN TEMP UNDERLAYMENT HAZARDS REQUIRED 06754 (201 ) 697-5774 20 Ib/ft2 130 B SEVERE 36"(top) M TO H S TO M 11 YES ZONE X ARCHITECT 1984/1998 SALT C E 2120 CROWN LAND LN SITE PLAN CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - NY R301 .2(1) C UTC H O G U E , NY CLIENT @ AT MTL METAL VERT VERTICAL ALT ALTERNATE MOD. BIT. MODIFIED VIF VERIFY IN FIELD 1 420 SMITH DR . S . APPROX APPROXIMATE BITUMEN W/ WITH S O U T H O L D , N Y 1 SECTION NO. CONC. CONCRETE NJ JACK STUDS, EACH END SECTION CONT CONTINUOUS NTS NOT TO SCALE A-1 O/DIAM. DIAMETER NO./# NUMBER PROJECT DWG.NO. DIM DIMENSIONS DWG DRAWING OC ON CENTER - ELEVATION NO. DEPT. DEPARTMENT OZ OUNCE SITE PLAN , SITE DATA , ELEVATION A-1 DWG.NO. D.O.B. DEPART. OF + PLUS OR MINUS ABBREVIATIONS , BUILDINGS PART. PARTIAL DTL DETAIL PLBG PLUMBINC DRAWING LIST EXIST. EXISTING PSI POUNDS/SQUARE DETAIL NO. EA EACH INCH A-1 DWG.No. EXTEN EXTENSION REINF REINFORCED DRAWING TITLE DETAIL GALV GALVANIZED REQ'D REQUIREC DATE: APRIL 1 B, 2023 # HORIZ HORIZONTAL R&R REMOVE AND PROJECT No: 231 1 -❑ 1 #:#-INDICATES SLOPE HT HEIGHT REPLACE DRAWN BY: M B L/J M # INSUL INSULATION SECT SECTION LAM LIQUID APPLIED SIM/SIMIL SIMILAR CHECKED BY: MBL DWG No: MEMBRANE SF SQUARE FEET SPECS SPECIFICATIONS T-1 00.00 MAX. MAXIMUM S.S./ S. STL STAINLESS STEEL SEAL SHT 01 OF 20 MECH. MECHANICAL THK THICK MIN. MINIMUM TYP TYPICAL UON UNLESS SYMBOLS ABBREVIATIONS OTHERWISE NOTED BUILDNG DEPT. USE LEGEND : Generated by REScheck-Web Software IA Window 1:Wood Frame 2018 IECC Energy Compliance Certificate vll% �96 Efficiency Cleftificate SHGC:0.28 55 0.320 0.320 17 17 Orientation: Front Project Salice Residence Window 2:Wood Frame SHGC: 0.29 32 0.310 0.320 10 10 Orientation: Front Energy Code: 2018 IECC Window 3:Wood Frame Above-Grade Wall 43.10 Location: Southold, New York SHGC:0.29 24 0.300 0.320 7 8 Construction Type: Single-family Orientation: Front Below-Grade Wall 19.75 Project Type: New Construction Wall 1:Wood Frame, 16"o.c. 1,711 36.5 6.6 0.032 0.060 55 103 Floor 0.00 Project SubType: None Orientation: Back Orientation: Bldg. faces 0 deg. from North Wall 2:Wood Frame, 16"o.c. 1,117 36.5 6.6 0.032 0.060 36 67 Ceiling / Roof 48.60 Conditioned Floor Area: 4,159 ft2 Orientation: Right side Ductwork (unconditioned spaces): Glazing Area 18% Wall 3:Wood Frame, 16"o.c. 485 36.5 6.6 0.032 0.060 16 29 - ----------- Orientation: Left side Climate Zone: 4 (5572 HDD) Basement Wall:Solid Concrete or Masonry Permit Date: Orientation: Unspecified Window 0.30 0.26 Permit Number: Wall height: 8.0' 2,020 0.0 19.8 0.042 0.059 85 119 All Electric false Depth below grade: 7.0' Door 0.31 0.28 Insulation depth: 7.0' �1 1 Is Renewable true Has Charger true Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in Heating System: Has Battery: false REScheck Version REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Has Heat Pump: true Cooling System: Name-Title Signature Date Water Heater: Construction Site: Owner/Agent: Designer/Contractor: Name: Date: 1420 Smith Dr.S. Comments Southold, NY 11971 Compliance: 21.9%Better Than Code Maximum UA: -74-1- our UA: 579 Maximum SHGC: 0.40 Your SHGC: 0.271 --------------The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 01 BUILDING DEPT. SUBMISSION 4/16/25 Slab-on-grade tradeoffs are no longer considered In the UA or performance compliance path In REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code Insulation R-value and depth requirements. N o. REVISION/SUBMISSION DATE Envelope Assemblies W-p-m- SOU Ceiling 1: Flat Ceiling or Scissor Truss 1,047 31.0 0.0 0.034 0.026 36 27 Ceiling:Cathedral Ceiling 1,910 42.0 6.6 0.021 0.026 40 50 Wall: Wood Frame, 16"o.c. Orientation: Front 1,762 36.5 6.6 0.032 0.060 27 50 Door:Glass Door(over 50%glazing) SHGC: 0.25 86 0.310 0.320 27 27 Orientation: Front Door 1:Glass Door(over 50%glazing) SHGC: 0.28 325 0.310 0.320 101 104 Orientation: Front Window:Wood Frame SHGC: 0.26 405 0.300 0,320 122 130 Orientation: Front Project Title: Salice Residence Report date: 04/17/25 Project Title: Salice Residence Report date: 04/17/25 Data filename: Page 1 of 10 Data filename: Page 2 of 10 KEY PLAN y 21 2.2B8.71 20 973.24 2.2626 i x 973,24 2.2676 44 Broad Street 19th Floor e work, NJ 07102 c ct i ve d e s i g r g r- o u p ENGINEER BACON LANE ARCHITECT 378 KENT ROAD SOUTH CORNWALL BRIDGE, CT 06754 (201 ) 697-5774 ARCHITECT SALICE 2120 CROWN LAND LN CLITCHOGLIE , NY CLIENT 1 420 SMITH DR . S . SOUTHOLD , NY PROJECT RESCHECK 201 B IECC DRAWINr. TITLE DATE: APRIL 18, 2023 PROJECT No: 23 1 1 -01 DRAWN BY: MBL/JM CHECKED BY: MBL DWG No: T-1 01 .00 SEAL SHT 02 OF 20 BUILDNG DEPT. USE LEGEND : r REMOVE I _____________ L, i ROOT CELLAR I 11 1 �REMOVE� I I I 0' — — — — 1 I REMOVE PORCH ENVELOPE I SHOWER REMOVE DECK I ► AND SHED ROOF DOWN TO EXISTING SLAB/STRUCTURE II II II _1 I I I I 11 1 ±6'-8" - - -14'-6" +6'-8° I I I I 1 I I BATH I I CL 11 BEDROOM 1 I I I I II OFFICE I 1 OPEN WALL I II � II 11 II 1 II II it KITCHEN j I _ I j _EXISTING FIRST FLOOR � — — — �— N 11 _ -� � r 20,_2„ "' I 1 / 1 CuI BATH �J LJI_ _ _ / - - - - - - - - - - - - - - - - - GUT INTERIOR- - - - Fes__== =�I�-11 L - - - �— 38'-911 11 �� r=� �N - - - - - -I � � � I—,=�— 11 II II - - - - °°, M' REMOVE SHED �— '� it �.J II IICLII �� - - - - - - �\� - - - - - - - - - - 1 BEDROOM 2 11 1 I BEDROOM 3 — — — - 1 1� BATH I II II I � �— � jl 1 11 II II 1 i REMOVE EXISTING I I EXISTING ATTACHED - - - - - � PORCH = _ _ _ _ _ _'-'_ --_I-'_ — = _ _ _ _ _ - 1 � � I�� rj BATH 11 GARAGE TO BE j� i SECOND FLOOR 1 1 L - - - - - ti �c.l � 1 REMOVED 1 I ` I — � I x 11 L — — — — — zo 0 1 1 I REMOVE EXTERIOR 1 !� I GUT 2ND FLOOR TO ALLOW N 1 1 11 WALL TO r, I I I I CLI I NEW RAISED FLOOR AND ROOF I I I1 11 ACCOMMODATE oo II _ 11 I I I EXTENSION `" 11 CL I CLOSET SPACE �'1J11 O1 BUILDING DEPT. SUBMISSION 4/16/25 1 1 I I 1I — I No. REVISION/SUBMISSION UBMISSION DATE 11 11 I 1 1 1 1 1 I EXISTING ROOF LINE oUTx �L____—=__ __—==� I TO BE RAISED I SMI�� DgIVEs 1 1 1 - - - - - - - - - - - - - - - - - 1 21'-6„ 38'-02„ 27'-6„ 31'-32„ �— — — — — — — -j 0,0 118'-4" vO �O TO ,� DEMO EXIST. FIRST FLOOR PLAN Z DEMO EXIST. SECOND FLOOR PLAN Lo V� y KEY PLAN We'wark. 212.288.7120 973.242.2626 x 973.242.2676 4 Broad Street 19th Floor NJ 07102 active design group ENGINEER BACON LANE ARCHITECT 378 KENT ROAD SOUTH CORNWALL BRIDGE, CT 06754 (201 ) 697-5774 ARCHITECT SALI C E 2120 CROWN LAND LN CUTCHOGUE , NY CLIENT 1420 SMITH DR . S . SOUTHOLD , NY PROJECT DEMO EXISTING PLANS DRAWING TITLE DATE: APRIL 1 B, 2023 PROJECT No: 231 1 -0 1 DRAWN BY: M B L/J M CHECKED BY: MBL DWG No: D-100.00 SEAL SHT 03 OF 20 BUILDNG DEPT. USE LEGEND : EXISTING ROOF AND ASSOCIATED FRAMING TO BE REMOVED REMOVE SUBSTRATE TO EXTENT REMOVE EXISTING CHIMNEYS REMOVE FLOOR JOISTS, NECESSARY TO INSTALL PORCH ROOF JOISTS FLOORING AND FRAMING ti FROM 2ND FLOOR UP REMOVE EXISTING ROOFING AND o UNDERLAYMENT DOWN TO EXISTING SUBSTRATE. 2nd FL 16.8 REMOVE EXISTING VENT, FRAME IN AND SHEATH OPENINGS. 1HL1 lil ALL ROOF RAFTERS TO RECEIVE CLOSED CELL FOAM INSULATION FF - 8.0 REMOVE SIDING, UNDERLAYMENT, REMOVE SHEDS AND EXISTING WINDOWS DOWN TO EXISTING SUBSTRATE. REMOVE EXISTING PORCH ZREMOVE EXISTING SIDING AND WINDOWS, DOWN TO EXISTING SLAB FASTENERS, UNDERLAYMENT, ETC. DOWN DETACHED GARAGE AND ASSOCIATED FRAME EXISTING OPENINGS AND PROVIDE TO EXISTING SUBSTRATE SLAB/SUB-STRUCTURE NEW SHEATHING. COORDINATE WITH NEW OPENINGS,TYPICAL THROUGHOUT FRAME EXISTING OPENINGS AND PROVIDE NEW SHEATHING,TYPICAL.COORDINATE WITH NEW OPENINGS � DEMO EXIST. SOUTH ELEVATION EXISTING ROOF AND ASSOCIATED REMOVE EXISTING ROOFING AND 01 BUILDING DEPT. SUBMISSION 4/1 6/2 5 FRAMING TO BE REMOVED UNDERLAYMENT DOWN TO No. REVISION/SUBMISSION DATE EXISTING SUBSTRATE. REMOVE EXISTING VENT, FRAME REMOVE EXISTING CHIMNEYS IN AND SHEATH OPENINGS. REMOVE SUBSTRATE TO EXTENT NECESSARY TO INSTALL PORCH ALL ROOF RAFTERS TO RECEIVE ROOF JOISTS CLOSED CELL FOAM INSULATION ITi� DRNE SoUT1; r` SM 0 N 7T\ REMOVE FLOOR JOISTS, FLOORING AND FRAMING 2nd FL 16.8 FROM 2ND FLOOR UP 0R4 0 t Ai �O TO FF- 8.0 GF . REMOVE DETACHED GARAGE AND SLAB/SUB-STRUCTURE REMOVE EXISTING FRONT FRAME EXISTING OPENINGS A� PORCH AND STEPS AND PROVIDE NEW SHEATHING. COORDINATE REMOVE EXIST. SIDING AND WITH NEW OPENINGS, DEMO EXIST. NORTH ELEVATION UNDERLAYMENT,TYPICAL TYPICAL THROUGHOUT 2 �ti KEY PLAN EXISTING ROOF AND ASSOCIATED FRAMING TO BE REMOVED Y 212.288.7120 973.242.2626 x 973.242.2676 REMOVE FLOOR JOISTS, Broad Street REMOVE EXIST. SIDING AND FLOORING AND FRAMING FROM UNDERLAYMENT 2ND FLOOR UP 19th Floor ewark, NJ 07102 FRAME EXISTING OPENINGS REMOVE EXISTING AND PROVIDE NEW ATTACHED GARAGE AND active design group SHEATHING,TYPICAL SLAB/SUBSTRUCTURE ENGINEER 2nd FL 16.8 BACON LANE ARCHITECT REMOVE FLOOR JOISTS, 3 7 B K E N T ROAD SOUTH FLOORING AND FRAMING FROM 2ND FLOOR UP C❑ R N WA L L BRIDGE, CT 06754 (201 ) 697-5774 FF- 8.0 ARCHITECT L —L REMOVE SHEDS S A L I C E REMOVE ROOT CELLAR ATTACHMENT AND 2120 CROWN LAND LN ALL ASSOCIATED STAIRS, DECKS AND C U T C H O G U E , NY SUBSTRUCTURE. INFILL OPENING AT FOUNDATION AND BACKFILL CLIENT - 3 DEMO EXIST. EAST ELEVATION 1420 SMITH DR . S . SOUTHOLD , NY REMOVE EXISTING REMOVE EXIST. ROOFING EXISTING ROOF AND PROJECT ATTACHED GARAGE AND DOWN TO SUBSTRATE ASSOCIATED FRAMING TO SLAB/SUBSTRUCTURE BE REMOVED REMOVE FLOOR JOISTS, DEMO FLOORING AND FRAMING FROM 2ND FLOOR UP EXISTING ELEVATIONS 2nd FL 16.8 REMOVE EXISTING PORCH DOWN TO EXISTING SLAB DRAWING TITLE FRAME EXISTING OPENINGS DATE: APRI L 1 B, 2023 AND PROVIDE NEW SHEATHING,TYPICAL. PROJECT No: 23 1 1 -❑ 1 FF - 8.0 COORDINATE WITH NEW DRAWN BY: M B L/J M — — — OPENINGS CHECKED BY: MBL REMOVE EXISTING SIDING DWG No: AND WINDOWS, FASTENERS, D-101 .00 UNDERLAYMENT, ETC. d DEMO EXIST. WEST ELEVATION DOWN TO EXISTING SEAL SHT 04 OF 20 SUBSTRATE BUILDNG DEPT. USE WET SIDE: LEGEND : EXTERIOR SIDING* ALL WALLS TO RECEIVE CABINETRY 19'-9�" t66'-5�" SHALL BE FINISHED WITH PLYWOOD +�� 2 2 WATER BARRIER(ZIP SHEATHING TAPED) i MOISTURE AND MOLD RESISTANT BD. 7"PLYWOOD SHEATING CABINET AT +s ( LATICRETE HYDRO BAN / 1"'ZIP R-SHEATHIG SIDE OR CLOSET SIDE).SEE WATERPROOFING / STRUCTURAL DRAWING FOR i NEW 2x8 FRAMING FASTENING �' 254 PLATINUM I - 3"'CLOSED CELL FOAM INSULATION/ 2x4 FRAMING, 16"O.C. ice—SPECTRALOCK OR PERMACOLOR PATIO / I ROXUL TO FULL DEPTH OF CAVITY GROUT GYPSUM BOARD / 30 / T-6" 15'-0" T-6" 2°GYPSUM BOARD 2x4 FRAMING, 16"O.C. / II 2°GYPSUM BOARD —7 16 4° a EXTERIOR (SHEAR WALL TYPE 1 SHEAR WALL TYPE 4 WET WALLS TYPE 7 I�A3010V-5. = 1 4 7 N � u b FAMILY ROOM SAUN r— EXTERIOR SIDING GYM Z°GYP.BD. l r-91- I WATER BARRIER(ZIP SHEATHING TAPED) N L- - 1 N SEE PART. PLANS DRAWING A-103 I zo 14'-81" _ 4"EXTERIOR GRADE PLYWOOD "'GYP.BD. +" r M� z STRUCTURAL PLYWOOD 301 KITCHEN 14-8 rn 2x4 FRAMING, 16 O.C. 2x4 FRAMING, 16 O.C. N EXISTING 4x FRAMING 2°GYPSUM BOARD '"GYPSUM BOARD LIVING ROOM BAR BEDROOM NEW 4x FRAMING, BUTT TO EXISTING j I 32'CLOSED CELL FOAM INSULATION/ ROXUL TO FULL DEPTH OF CAVITY ro — — — I * 2°GYPSUM BOARD "' 1 AT _ FIRST I 0 M EXISTING EXTERIOR WALL MODIFIED FLOOR 2 TYP. INTERIOR WALL TYPE 5 INTERIOR SHEAR WALL M I T EL. 8.0 UP FRONT PORCH BATH 1 OFFICE ASTER DN — - ® ® ® ® 14ATH EXTERIOR SIDING* 01 BUILDING DEPT. SUBMISSION 4/1 6/2 5 0 MECHANICAL " C° WATER BARRIER(ZIP SHEATHING TAPED) NO. REVISION/SUBMISSION DATE �2_ $, 2"GYP.BD. CL M -CH. - 4"EXTERIOR GRADE PLYWOOD 2x4 FRAMING, 16" NEW 2X6 FRAMING EXTERIOR WALLS)O.C. (2x6 AT NEW ITYI DRIVE soUTx 3 5M 37'-6" 27-64 31"CLOSED CELL FOAM INSULATION! 8"TYPE X SHEETROCK(MECHANICAL CL CL I ROXUL TO FULL DEPTH OF CAVITY ROOMS AND ATTIC STAIRS) UP 2°GYPSUM BOARD .SSs r 13'-33" �o 4 T-6" 12'-0" _IVILL 31'-24' 3 EXTERIOR WALL TYPE 3 RATED WALL TYPE 6 �� ACCESSORY GARAGE - 6 �90 ; iEEEE SEPARATE FILING * SEE DETAIL 2 THIS SHEET FOR EXTERIOR FINISHES SHEETROCK (8" TYPE X EXTERIOR FINISH - HARDIE BOARD BOARD `� A SHEETROCK AT MECHANICAL AND BATTEN SYSTEM. INSTALL PER ROOMS AND AS NOTED IN MANUFACTURER'S INSTRUCTIONS. _jI SCHEDULE) 2X6 OR 2x8 FRAMING AT NEW j Iwo G WALLS; NEW 2x4 AT EXISTING WALLS, BUTT TO EXISTING FRAMING 6" WIDE STRIP FLASHING EXTEND ONTO KEY PLAN I � 31" CLOSED CELL FOAM METAL FLASHING Y 212.288.7126 INSULATION / ROXUL TO FULL STAINLESS STEEL METAL FLASHING X 973.242.2676 F_ — - - - - - - DEPTH OF CAVITY ~`44 Broad Street "�ewark, 1N9Jh07102 COORDINATE ZIP-SHEATHING a c t i v e design g r o u p WATER BARRIER WITH WALL COMPONENT FLASHINGS CONTINUOUS SEAL ENGINEER 3" EXTERIOR GRADE PLYWOOD ` HARDI TRIM BACON LANE ARCHITECT - 4 378 KENT ROAD SOUTH 22 0 - DOUBLE SEAL, CONTINUOUS D 6 05 4N WA L( OBRIDGE,9 7-5 7 7 4 STONE LEDGER/CAP W/STAINLESS STEEL ARCHITECT TIE, SEAL PENETRATION/FASTENER SALI C E FIRST FLOOR PLAN CONTINUOUS SEAL 2120 CROWN LAND L N 1 SCALE:1/8"=V-0" NON-CORROSIVE METAL LATH SECURED 6" C U T C H O G U E , NY O.C. VERTICALLY AT EACH STUD LOCATION CLIENT 2' THICK, MIN. SCRATCH COAT 1 420 SMITH DR . S . STONE VENEER. INSTALL WITH FULL S O U T H O L D , N Y COVERAGE PEANUT BUTTER COAT ON BACK SIDE OF STONE, FULL PUSH INTO SCRATCH COAT, ENSURE NO VOIDS PROJECT FIRST FLOOR PLAN CONTINUOUS STRIP OF FLASHING EXTEND A N D ONTO STARTER CHANNEL WALL TYPE S STAINLESS STEEL STARTER CHANNEL WITH WEEPS. FASTEN 9" O.C., SEAL ALL DRAWING TITLE FASTENERS DATE: APRIL 1 e, 2023 PROJECT No: 231 1 -❑ 1 Z DRAWN BY: M B L/J M CHECKED BY: MBL DWG No: GRADE A-1 0 0.0 0 SEAL BHT 05 OF 20 FOUNDATION 2 EXTERIOR WALL DETAIL BUILDNG DEPT. USE LEGEND : 1 300 "W1 DECK- 5/4" DECKING PER OWNER SELECTION N PROVIDE SCUPPERS, HEADER +1 BOTH SIDES,TO ' 17 (2)2x4 W/��, LEADER HEADS.TIE 1'-611 1 NJ,TYP �O<�, / E R.0 ±8'-04" \ LEADER TO MAIN 1'-6'1 ROOF LEADER O / — FINISHED SILL HTS.AT SEATING \ 4 NOOKS-36"ABV.FLOOR. �- z o0 21_011 R.O. ±6,-01„ FRAME OUT BUILT-IN SEATING. R.O.O ±61.01 2 011 0 � z 4 FINISH SEAT HEIGHT 24"ABV. FL. 5 3 4 w wcoNx 13'-7" 13'-711 _ of I ±9'-211 N BEDRO M 1 OPEN AREA BEDROOM 2 0 w 5 j 1 5�_01 4' 423,E m 301 19'-102" 32 0 ' SECOND FLOOR 5 6 '-011 1'-0 7 EQ EQ 5 EL. 19.0 6 © 0 — — — - - — — — — — — — — co 1 6 © S 3'-6211 ±6'-411 W 1 _6�� © CL CL MECH o 3 TYP. `� 5 1 �iO4 "' 31-8—" CL 6 lu'— (3)30"DEEP o _ 3611 HIGH 2 Q 5 E 3-0 6 3-0 SHELVES o 011 AT CLOSET , CL 6�� EL. 19.65 BANISTER 6 a I I - DN DN BATH 2 © © ® z OT6 5 I-_ 01 BUILDING DEPT. SUBMISSION 4/16/25 CJI BAT o CABINET X NO. REVISION/SUBMISSION DATE 7 \ W N i 5 WALL BELOW ti - IM ° o r` o \ o BED OOM 3 RIVE SOUTB Co a) +I SITB D SEE BATHROOM 13-711 N _ 11 7 5- PLANS DWG. P-100 4'-0' 13" o 3'-8 I I 3 10 8 0 0 LINE OF DORMER I 3 - - 1 ss A' ROOF ABOVE I 7 0 �9 Vol I I RO I ATTIC 1 2'-9" 6'-5" 'I 10'-311 6'-2" 2'-911 21_4 111 �� I I 2 TYP. I I ±38'-58" (EXISTING PERIMETER DIMENSION TO BE VERIFIED) ITYP. DORMER WINDOWS TYPE 4 - SEE SCHEDULE 3 - - - - - - - -- - - - - - - - - - - - - ✓ �y 1 SECOND FLOOR PLAN _ � �4w� SCALE:1/4" 1' 0" KEY PLAN Wework, 212.288.7120 973.242.2626 x 973.242.2676 4 Broad Street 19th Floor NJ 07102 active design group ENGINEER BACON LANE ARCHITECT 37B KENT ROAD SOUTH CORNWALL BRIDGE, CT 06754 (201 ) 697-5774 ARCHITECT SALT C E 2120 CROWN LAND LN CUTCHOGUE , NY CLIENT 1420 SMITH DR . S . S O UTH O LD , NY PROJECT SECOND FLOOR PLAN DRAWING TITLE DATE: APRIL 18, 2023 PROJECT No: 23 1 1 -0 1 DRAWN BY: M B L/J M CHECKED BY: MBL DWG NO: A-101 .00 SEAL SHT 06 OF 20 BUILDNG DEPT. USE 2x12W/2NJ0 LEGEND : - - - - - - - - - - - - - - - - - - - - - 3T-11"_ - - — — — — — — — — — — — — — — o ±3'- 19'-11„ 1„ 1„ 1„ 1„ 1„ HD 2 1 9-62 3-22 11 4-2 3-22 9-72 1 - (2)b I I 10 OZ 10 10 2� 10 1„ 1 1 1r 3 1 3 91„ 2,_03„ 8,-01„ 2,_03„ 91, ' . rr 3 � 3 „ 2'-0_r, 8'-0-" 2r_o-" „ � „ 1„ O 1.3 I 9'-10-" O 9 4 4 4 9 4 4 4 4 4 w Z 3 2-8-2 �2� 5-02 b� 2-84 Q. 4 ��r o z ' ` R.0 3'-1"TYP 2 / PROVIDE ENGINEERED LVL AT OPENING Q 2 1 ROUGH OPENING DIMENSIONS ROUGH OPENING DIMENSIONS,TYP. Ljj 4 R.O. R.O. R.O. 2,-6„ AT FIXED LIGHTS PROVIDE (1)2x8 HEADER,2 JACK T DS EACH END AT SLIDER PROVIDE(3)2x12 HEADER, �,�o EADE:R- HEADER- HEADER- R.O. �4' p 2-2x6 w�2NJ 3-2x10 w/2NJ 2-2x6 w/2NJ HEADER- - — - _ 2 JACK STUDS EACH END. ALTERNATE: PROVIDE E IVALENT LVL TO SPAN 14'-4"WALL OPENING L 1 R.O.7'-2"-3 PART WINDOW N 2-2x8 w/2NJ O 2-42 W/REINFORCED JOINS 3'-1 ' 31_0" PE Ilk WINDOW HEADER-(4)2x12 W/2 NJ 4'-6 9'-5" _ HEADER-2-2x6 W/2 NJ, OR EQUAL LVL TYPICAL SINGLE tp 14'_8" 14'-82" 4'-011 WINDOW OPENING ! t�h 3 ! � •=1N 6 N 5 1 z J, FRAME IN FRAMING J o Q I� RS AT NEW ! =W 2 GYP. 6„ 2'-102„ 3r_32„ 8-0„ 2 U I O - O O SEE CABINET DRAWINGS FOR FINAL LAYOUT I BAR/ CABINETS w DN 6 - O7 a N 3'_Q" O O -3 CONTINUE SOFFIT ABV.CABINETS o I =moo 8 co ±1'-11" TO MUD ROOM/ATTIC WALL v I - 5 0 `_�' N !iN z 2'-6" 3'-6" 1'-6" 20'-6" 8'-94" 7'-111,0 M 5'-101„ 5,_81„ N °' W N 3 — - - - 5'-0 a 3'-6" 2 2 N o9 - 0o d LU N 2'-41„ 6 �bN i 3; 4 Uj hl 2 — — — 4 r FF 100 © 7 0 —N O N - _ - - — — 1 , " , " O _ w r, FF o a 2-8 2-10 N O b = LO 3 5 - - - - - 1 CD VE I CV _ �. LINE OF FLOOR ABOVE 1 x 01 BUILDING DEPT. SUBMISSION 4/16/25 r = N jj T-1" I + ' 1" Q t NO. REVISION/SUBMISSION DATE STAIRWAY AREA OPEN 0„ 4-22 = z w 100 © 6'-8" 1 TO ABOVE 0 0 2'-3" FIRST FLOOR 1„ 3'-0.5" ?0 - �, ug EL. 14.447 11'-64„ EL.8.0 ±4-22 N = pgIVE $pUTK O ( 0) .75'R/10" o _ _ SMITB in o P o FRAME OUT NEW WALL p UP 'v 4'0" 1 FLUSH TO EXISTING ch 11 1 1 1 - �w 3 _ to LU co CD S5a 1 , 8 S a3 1 1„ 10'-83rr 2,41„ 6,41,r 2'-41" ±2'-03rr r �o ±1'-11" 2-44" 6-42 R.O.2-42 4 2 2 2 3 2 471 TYPE 1 WINDOW TYP. 2_g 00 3 HEADER 2-2x6 W/2 NJ NOTE:FIRST FLOOR WINDOWS SHALL ALIGN WITH SECOND FLOOR WINDOWS icv w o w ' — = PART. PL�►N MUD / MECH. ROOMS PART. PLAN KITCHEN 5 cmi— C? © -' Z CV CN SCALE: 1/4"=V-0" SCALE:1/4"=1'-0" x N O / 5' 102„ 6-82" 0O 6 `V 1 ti 100 GQ�� RO 2-61 2 R.O.5'-5"HEADER- HEADER-1-24 WI R.O.5'-5"HEADER- 3 (2)2x10 W/2 NJ 2NJ (2)2xl0 W/2 NJ „ 1'-5" 1 KEY PLAN -0- - - -0� ±3'-54"RO ±T-54"RO 4 (3)2A2 W/2 NJ o 4 HEADER- RO±6'-Oz"HEADER- HEADER- 1 13'-5" 3'-6" 12'-0" Y 73.2 2.2126 (2)2x6 W/1NJ (3)2x10 W/2 NJ (2)2x6 W/1NJ 973.242.2626 x 973.242.2676 5 29'_82„ 44 Broad Street 1 3 M,� Q' 19th Floor N ewark, NJ 07102 1CD 10 PART. PLAN MASTER BEDROOM / OFFICE active design group 9„ 2'04" 3 ENGINEER MIS J F BACON LANE ARCHITECT 4'-6" 7'-9" 4'-6" AT FIXEC _ 2JACKS 378 KENT ROAD SOUTH FINISH SCHEDULE-FIRST FLOOR C O R N WA L L BRIDGE, CT 1 ! 9'-5" ROOM FLOOR WALLS CEILING COMMENTS 06754 (2 O 1 ) 6 9 7-5 7 7 4 ! _ MUDROOM 04 TILE SHEETROCK 1/2" GYPSUM PANELS-PAINT 1/2"SHEETROCK, SAG-RESISTANT CEILING PANEL I � MECHANICAL TILE 5/8"TYPE X SHEETROCK, UL TYP SCX- PAINT 1/2"SHEETROCK, SAG-RESISTANT CEILING PANEL ARCHITECT J iC KITCHEN TILE SHEETROCK 1/2" GYPSUM PANELS-PAING 1/2"SHEETROCK, SAG-RESISTANT CEILING PANEL S A L I C E Q I STAIR TO ATTIC/BSMT WOOD 5/8"TYPE X SHEETROCK, UL TYP SCX-PAINT 1/2"SHEETROCK, SAG-RESISTANT CEILING PANEL EXIST.WALL TO REMAIN, FRAME IN STAIR TO SECOND FLOOR WOOD 5/8"TYPE X SHEETROCK, UL TYP SCX- PAINT 1/2"SHEETROCK, SAG-RESISTANT CEILING PANEL 2120 CROWN LAND L N I EXIST. OPENINGS. SEE FRAMING PLAN FOR NEW HEADERS AT NEW KITCHEN TILE SHEETROCK 1/2" GYPSUM PANELS-PAINT/TILE 1/2"SHEETROCK, SAG-RESISTANT CEILING PANEL C U T C H O G U E , NY OPENINGS. PROVIDE NEW 2"GYP. 2_101" ENTRY TILE SHEETROCK 1/2"GYPSUM PANELS- PAINT 1/2"SHEETROCK, SAG-RESISTANT CEILING PANEL3- E CLIENT I BOARD BOTH SIDES 6 2 CLOSETS WOOD SHEETROCK 1/2" GYPSUM PANELS-PAINT 1/2"SHEETROCK, SAG-RESISTANT CEILING PANEL - I ' LIVING ROOM WOOD SHEETROCK 1/2" GYPSUM PANELS-PAINT 1/2"SHEETROCK, SAG-RESISTANT CEILING PANEL 1 1/2 BATH 1 TILE 1/2"GLASS MAT SHEETROCK, MOLD AND MOISTURE RESISTANT- PAINT/TILE 1/2"SHEETROCK, SAG-RESISTANT CEILING PANEL 1420 SMITH D R . S . O 1/2 BATH 2 TILE 1/2"GLASS MAT SHEETROCK, MOLD AND MOISTURE RESISTANT- PAINT/TILE 1/2"SHEETROCK, SAG-RESISTANT CEILING PANEL S O U T H O L D , NY GYM WOOD SHEETROCK 1/2" GYPSUM PANELS- PAINT 1/2"SHEETROCK, SAG-RESISTANT CEILING PANEL MASTER BEDROOM WOOD SHEETROCK 1/2" GYPSUM PANELS-PAINT 1/2"SHEETROCK, SAG-RESISTANT CEILING PANEL ! 3-SIDED LINEAR FIREPLACE. q OFFICE WOOD SHEETROCK 1/2" GYPSUM PANELS-PAINT 1/2"SHEETROCK, SAG-RESISTANT CEILING PANEL PROJECT FRAME PER MANUFACTURER'S INSTRUCTIONS. `t 5'-0" MASTER BATH TILE 1/2" GLASS MAT SHEETROCK, MOLD AND MOISTURE RESISTANT-PAINT/TILE 1/2"SHEETROCK, SAG-RESISTANT CEILING PANEL Ir, FRAMING TO RECEIVE CEMENT BOARD AND 4 1Z0 VENEER STONE SIM. MNT. BLUESTONE FINISH NOTES: PARTIAL PLANS , I STACKED PANELS 100 2, 1. SHEETROCK SHALL BE USG BRAND. INSTALL PER USG INSTALLATION AND FINISH GUIDE. BOARDS TO BE INSTALLED WITH 1 a'TYPE W BUGLE HEAD SCREWS. CEILING PANELS TO BE APPLIED PARALLEL TO PANELING. FIRST FLOOR I SCREWS SHALL BE INSTALLED$" FROM ENDS AND 12"O.C. MAX. 2. TAPE, SPACKLE AND SAND ALL JOINTS AT SHEETROCK. SHEETROCK SHALL BE PRIMED. PRIMER SHALL BE BENJAMIN MOORE, COMPATIBLE WITH PAINT NOTED BELOW. Li 3. TILES AND PAINTS TO BE CHOSEN BY OWNER. DOR ±4,_21„ 5'-01" 2 5'-01" ±4'-21" 4. PAINT SHALL BE BENJAMIN MOORE OR EQUAL. PAINT FOR KITCHEN, BATHROOMS/WET SPACES/MECHANICAL SPACES AND ATTIC AND BASEMENT STAIRWAYS SHALL BE BM KITCHEN AND BATH ACRYLIC PAINT, 2 3' 0" 2 3'-O" 2 3'-O" 2 SEMI-GLOSS FINISH. PAINT FOR ALL OTHER ROOMS SHALL BE BM REGAL SELECT INTERIOR, SATIN FINISH. ALL CEILINGS SHALL BE WHITE, FLAT FINISH. DRAWING TITLE o R.O. 3'-0.5" R.O. 3'-0.5" R.O. 3'-0.5" 5. AT BATHROOMS,TILING SHALL BE INSTALLED WITH LATICRETE MATERIALS- HYDROBAN BOARDS AT WET WALLS FOR WATERPROOFING, STRATAHEAT FOR HEATED FLOORS,AND SPECTRALOCK PROPREMIUM GROUT. DATE: APRI L IS, 2023 zo 1 MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. ALL MATERIALS REQUIRED FOR COMPLETE INSTALLATION SHALL BE SINGLE SOURCE MANUFACTURER, LATICRETE. PROJECT NO: 23 1 1 -0 1 6. ALL ROOMS TO RECEIVE BASE BOARD AND CEILING TRIM AND ALL OPENINGS SHALL RECEIVE TRIM AS CHOSEN BY OWNER. ALL NAIL HOLES AT FINISH TRIM SHALL BE FILLED AND SANDED. ALL TRIM SHALL BE PRIMED AND PAINTED. DRAWN BY: M B L/J M PART. PLAN LIVING ROOM CHECKED BY: MBL 4 DWG NO: SCALE: 1/4"=V-0" A-102.00 SEAL SHT 07 OF 20 BUILONG DEPT. USE LEGEND : 0 o PROVIDE CONTINUOUS - - - - - - - - - - - - - - GUTTERS WITH LEADERS AT I LOW ENDS OF ROOF, TYPICAL W - 0 o 0 0 4:12 4:12 ° ° w - 000 - - - - w Of - NEW SHINGLE NEW SHINGLE - - - - - �U- w o a N gg w � Lu a , EXIST. SHINGLE ROOF PROVIDE CONTINUOUS o MIS a g a SYSTEM TO BE REPLACED GUTTERS WITH LEADERS AT I 00 CN o � Q ,� WITH NEW. LOW ENDS OF ROOF TYPICAL M w �? co w ' I - w Z oC� cnZUl) - LL w 000O Uj wo- a„ � SEE WINDLOADS ROOF B - 3-718:12 W w <C NEW 2x10 RAFTERS, 16 O.C. -j ~ _ W/3" EXTERIOR GRADE CN x W � W 4 r. CV co PLYWOOD SUBSTRATE. ti �j m � c~n PROVIDE NEW ASPHALT z Ci 0 c=n z (}n ROOF SYSTEM ON ALL w O SEE WINDLOADS ROOF A- 5:12 00 ROOFS o J of L- SEE WINDLOADS ROOF C - 2:12 w- w 0 m Q SEE WINDLOADS SIMILAR ROOF A ( 01 BUILDING DEPT. SUBMISSION 4/1 6/2 5 U- I z o NO. REVISION/SUBMISSION DATE o ~ w o U 0 I - w W Z o w o ,,_ SEE WINDLOADS SIMILAR ROOF A (n F- I 13 � :< I w 2 o b 6 w cW TK R SDtJ't D CL ca � w � LO I 1-- w O CL EXISTING ROOF TO BE o s Q W LU � Iv_-I U.1 X J o N z g W _ w REPLACED. REMOVE w o c i I � MI,°- a- o ROOFING DOWN TO q5s$ x � o � ¢ w - - - - - - - - - � � o--' - - - SUBSTRATE. PROVIDE I 1 w v 9 c w cn w p NEW ASPHALT ROOF ��JkS Z O c� cn Z cn SEE WINDLOADS SIMILAR ROOF C = N x o I SYSTEM N I a Cn w W/UNDERLAYMENT. ozCn ¢ z � _� I o� c14 WoW � I I `�I wZW 1= � JLL o LLLL chly IJ6 Z o 0 I 0 J X 00 o 0 0 2: C11 v I EXIST. SHINGLE ROOF �t N w U) o ~ PROVIDE CONTINUOUS SYSTEM TO BE REPLACED c� a Z V- W w ( WITH NEW ASPHALT ROOF ALL ROOFS SHALL BE ASPHALT SHINGLE, GAF GUTTERS WITH LEADERS AT TIMBERLINE HDZ SHINGLES, INSTALLED 6 NAILS PER LOW ENDS OF ROOF, TYPICAL 1 SHEET. r G � SEE TYPICAL ROOFING DETAILS SHEET A-900 KEY PLAN I Y 212.288.7120 GUTTER WITH DOWNSPOUTS I I x 973.242.2676 I I 44 Broad Street 19th Floor I ewark, NJ 07102 active design group ENGINEER 1 O o BACON LANE ARCHITECT 3 7B KENT ROAD SOUTH CORNWALL BRIDGE, CT ROOFING NOTES: 1 06754 (201 ) 697-5774 1. ROOF INSTALLATION SHALL.COMPLY WITH THE REQUIREMENTS OF CHAPTERS 8&9 OF THE NYS Zone Wind Pressures(psf) ROOFS A Zone Wind Pressures(psf) ROOFS B Zone Wind Pressures(psf) ROOFS C RESIDENTIAL BUILDING CODE. 2. INSTALL FLASHINGS AND PRIME ALL METAL AS REQUIRED PER APPROVED MANUFACTURER'S ARCHITECT INSTALLATION INSTRUCTIONS. Zane 1 65 psf(81 kPa) Zone 1 R1 p�f(3.8 URI) Zone 1 80 psf(3.8 Wa) 3. ASPHALT SHINGLES SHALL BE TESTED IN ACCORDANCE WITH ASTM D7158,CLASSIFICATION G OR H OR S A L I C E ASTM D3161,CLASSIFICATION A,D OR F. 4. ROOFING SHALL MEET THE REQUIREMENTS OF UL790,CLASS B. Zone 2E 65 psf(31 kPa) Zone 2E £it psf(?.8 k.Pa} Zone 2E HO psf(3.8 F Pi) 2120 CROWN LAND L N 5. UNDERLAYMENT- A. APPLY 4"WIDE SA BITUMEN MEMBRANE COMPLYING WITH ASTM D1970 PER MANUFACTURER'S Zone 2N 96 psf(a.s kPa) 7onr 2N 117 pst(5 4 krn) Zann?N 111 psf(5.3 kPa; C U T C H O G U E , NY INSTALLATION INSTRUCTIONS OVER ALL JOINTS OF ROOF DECK. CLIENT B. APPLY ICE&WATER SHIELD PARALLEL WITH THE EAVE. ICE&WATER SHIELD SHALL BE 2 LAYERS OF SA RUBBERIZED ASPHALT. Zone 217 96 psf(4.6 kPA) Zone 2P 112 psf(5 4 kPa) Zane 214 111 psf(5.3 kpa) C. ICE&WATER SHIELD SHALL START AT THE EAVE,APPLY A 36 INCH WIDE STRIP MINIMUM. THE ICE& WATER SHIELD SHALL.CONTINUE TO A POINT NOT LESS THAN 24 INCHES INSIDE THE EXTERIOR WALL Zone 3E Or)paf(4.6 kPa) Zone 3C 112 psf(5 4 kPa) Zone 3E 111 psf(5.3 kPa) 1420 SMITH D R . S . LINE OF THE BUILDING. END LAPS SHALL BE 4 INCHES AND OFFSET BY 6 FEET. S O U T H O L D , N Y D. APPLY ICE&WATER SHIELD AT ALL SLOPE TRANSITIONS,MINIMUM 12 INCHES ONTO EACH SLOPE. E. APPLY CONTINUOUS UNDERLAYMENT OVER ENTIRE DECK. APPLY SHINGLE FASHION,PARALLEL TO Zone 3P 104 pa(5 0 kPa) Zone aft 131 psf(fi.3 kN) Zone 311 130 psf(6.2 kPa) AND STARTING FROM THE EAVES AND LAPPED 4 INCHES MINIMUM. END LAPS SHALL BE 4 INCHES AND OFFSET BY 6 FEET. WHERE SLOPE IS LESS THAN 4:12,PROVIDE A DOUBLE LAYER. F. ATTACH UNDERLAYMENT WITH CORROSION RESISTANT FASTENERS IN A GRID PATTERN OF 12 PROJECT INCHES BETWEEN SIDE LAPS,WITH 6 INCH SFACING AT SIDE AND END LAPS. , a a a a a a a a a 9. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D2462. 10. FASTENERS FOR SHINGLES SHALL BE ALUMINUM,MINIMUM.105 INCH DIAMETER,WITH MINIMUM g'HEAD. O O F PLAN A N D THE FASTENER SHALL PENETRATE THROUGH THE ROOFING MATERIAL AND NOT LESS THAN J"INTO THE cU 3e 3r 13r 2©�3e 3e I 3r 13r 1 _j 3e 3e I 12f 3r 13r 1 2n j 3e ROOF SHEATING. FASTENERS SHALL COMPLY WITH ASTM F1667. �. .��.�... ... �..._..� -- �-....-- -- - -- ---- -. 11. OPEN VALLEYS SHALL BE CONSTRUCTED OF SHEET METAL,COPPER,MIN.16 OZ. THE VALLEY SHALL BE ROOFING NOTES 'W'TYPE VALLEY,24 INCHES WIDE,MINIMUM. I I I 1 1 ( I 1 1 1 1 I l 1 1 12. DRIP EDGES SHALL BE INSTALLED AT ALL EAVES AND RAKE EDGES, SEGMENTS SHALL BE LAPPED NOT I I I 1 I 1 1 I 1 LESS THAN 3 INCHES. THE VERTICAL LEG SHALL NOT BE LESS THAN 2 INCHES AND EXTEND NOT LESS THAN 2 INCH BELOW SHEATHING. I I I 1 I ! I ( 1 DRAWING TITLE 13. AT EAVES, ICE&WATER SHIELD IS INSTALLED ON TOP OF METAL DRIP EDGE. I 1 1 1 1 I 1 1 1 1 I 1 1 14. ALONG RAKE,METAL DRIP IEDGE IS INSTALLED ON TOP OF UNDERLAYMENT. I I i I ! I I I ( I i I DATE: A P R I L 1 B, 2023 15. INSTALL STARTER STRIPS AT BOTH EAVES AND RAKES. INSTALL 2"OVER EAVES AND RAKES TO PROVIDE 2e I 1� ( 2r 1 2r 0 ?_e 2e ( 2r 12r 1 1 1 2e 2e I 12r 12r i `;.� 12e DRIP EDGE. I ' = PROJECT No: 23 1 1 -O 1 16. AT EAVES STARTER STRIP,INSTALL IN A 4 INCH WIDTH OF PLASTIC CEMENT. OVERLAP RAKE EDGE 1 1 1 DRAWN BY: M B L/J M STARTER 4 INCHES ONTO EAVE STARTER STRIP. 17. LAY FIRST SHINGLE FLUSH OVER STARTER COURSE. FULL FIRST SHINGLE MUST BE NAILED ON LOWER I I I i 1 1 i I 1 1 I i I I I CHECKED BY: M B L NAIL ZONE LINE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. I I I 1 ( I I I I I ( 1 DWG No: 18. AT SECOND COURSE TRIM 5 INCHES FROM RAKE EDGE. CONTINUE WITH WHOLE SHINGLES. THIRD COURSE TRIM 11 INCHES;FOURTH COURSE 17 INCHES;AND CONTINUING PER MANUFACTURER'S A-103.00 i ! j I ' -!"'----"l--I'-�1 ---'-'� SEAL BHT 08 OF 20 INSTALLATION INSTRUCTIONS. c>3 3e r 2 13�3� 2 _3e � 3�w 2 s�3r�^� �� 3�I 2 13r 13r 1 13e a = the Lesser of(10% of the lesser horizontal dimension or 40% of height), but not less than (4% of the lesser horizontal dimension or 3 ft. (0.9 m) BUILDNG DEPT. USE 2-2x10 RIDGE BACK TO DBL LEGEND : HEADER AT RAFTERS COLLAR TIE --TIE BEAM AT INTERIOR 2x8 CEILING JOISTS 4� �4 COORDINATE ROOF FLASHINGS AT WALL INTERSECTIONS, TYPICAL INSTALL HARDIE TRIM WITH FLASHINGS PER / MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE SCREEN SOFFITS AT VENTED ROOFS. 4 4 Ili i i � 2nd FL 19.65 HL I ILL i HARDIE BOARD PANELING BD. & BATTEN 12 13 12 . 4 14 15 y4 14 1 1 HARDIE TRIM 01 BUILDING DEPT. SUBMISSION 4/16/25 .♦ 20 4) ♦ STONE SILL NO. REVISION/SUBMISSION DATE 10 10 n 10 3) MNT. BLUESTONE - STACKED STONE PANEL FF - 8.0 ! FF -8.0 1�E s°"�1l IT G N D - 6.2 -___ - - - _ -- - — GND -±6.7 36" ± 36" 18" REINF. CONC. FORMED STEPS. RISER FACE AND SIDES TO BE FINISHED 12'-6" -WIDTHOF BAY FACE ,S,a WITH BLUESTONE PANELS. TREADS AND LANDINGS TO BE FINISHED WITH WHERE STAIRS MEET FOUNDATION (ALL SIDES), BLUESTONE SLAB (PA FULL COLOR)WITH 8" BLUESTONE BORDER (PA BLUE PROVIDE 2" INFILL JOINT, WITH BACKER ROD AND SELECT), FLAME FINISH. TYPICAL ALL STEPS SEALANT AT TOP 1" OF JOINT. �o .� SOUTH ELEVATION � �o KEY PLAN Y 212.288.7120 973.242.2626 x 973.242.2676 44 Broad Street 19th Floor ewark, NJ 07102 active design group FIRST AND SECOND FLOOR ENGINEER \ WINDOWS TO ALIGN, TYPICAL BACON LANE ARCHITECT 4 > 4 ' 4 > 4 ® 1 1 37B KENT ROAD SOUTH N CORNWALL BRIDGE, CT 2nd FL 19. 5 06754 (201 ) 697-5774 ARCHITECT — — SALI C E 2120 CROWN LAND LN C011cl, Lu (�� HARDIE BOARD PANELING BOARD AND BATTEN C U EMUHARDIE TRIM T C H O G U E , NY O STONE SILL, 2x2x4FT CLIENT Sw TI - - Lou &24x11.25E4" OFF GROUND, M N.STONE - STACKED r�8" HIGH NE EL FF - 8.O - - --- -- - - - - - - - - - - - _ - -- - TYPICAL, STEP ALONG SLOPED SIDES 1 D R . S . O SMITH + — - _ - - - - - - — _- _ - - _- S O UTH O LD , NY 24" 2011 EQ. EQ. EQ. 20" PROJECT NORTH & SOUTH NORTH ELEVATION ELEVATIONS DRAWING TITLE DATE: APRIL 1 B, 2023 PROJECT No: 23 1 1 -0 1 DRAWN BY: M B L/J M CHECKED BY: M B L DWG No: A-200.00 SEAL BHT 09 OF 20 SUILDNG DEPT. USE TIMBERLINE HDZ ASPHALT SHINGLED LEGEND : ROOF, TYP. INSTALL W/ (6) FASTENERS, TYPICAL, PER SHINGLE GRANULAR SURFACED, ASPHALT ROOFING. i 7 1 HARDIE B ARD PANELING BOARD AND BATTEN 2nd FL 19.65 HARDIE TRIM, TYPICAL I HARDIE BOARD PANELING BOARD AND BATTEN I ' I I j i I STONE SILL, 2x2x4FT - o MNT. BLUESTONE - STACKED STONE PANEL DETACHED GARAGE 6x24x1.25, 4" OFF GROUND, MIN.,18" HIGH TYPICAL, STEP ALONG SLOPED SIDES ,� EAST ELEVATION SCALE:3/16"=1'-0" 01 BUILDING DEPT. SUBMISSION 4/16/25 NO. REVISION/SUBMISSION DATE SOU��1 S�IITY1 TIMBERLINE HDZ SHINGLES, INSTALL W/(6) FASTENERS TYPICAL PER SHINGLE. SR `1y5. ,4 9� I i 70 90 y_,yw o G� HARDIE BOARD PANELING BOARD AND BATTEN HARDIE TRIM, TYPICAL _ 2nd _FL 19.65 ti HARDIE BOARD PANELING BOARD AND BATTEN cP�� sv� 8 N $ KEY PLAN Y 212.288.7120 O 973.242.2626 co x 973.242,2676 in tL 44 Broad Street 19th Floor - FF - 8.0 ewark, NJ 07102 - - -- - - - -- active design group STONE SILL, I 181-011 181-011 ENGINEER DETACHED GARAGE 2x2x4FT LL MNT. BLUESTONE - STACKED STONE PANEL BACON LANE ARCHITECT 6x241.25,4"OFF GROUND, MIN.,18" HIGH 3 7B KENT ROAD SOUTH TYPICAL, STEP ALONG SLOPED SIDES C O R N WA L L BRIDGE, CT z WEST ELEVATION ARCHITECT 06754 (201 ) 697-5774 SALI C E WINDOW SCHEDULE WINDOW SCHEDULE CONT'D 2 1 2 ❑ CROWN LAND L N # DESIGNATION UNIT DIMENSION(WxH) ROUGH OPENENING SIZE(WxH) COMMENTS O DESIGNATION UNIT DIMENSION(WxH) ROUGH OPENENING SIZE(WxH) COMMENTS CAX2440 2-4 x4-0 R.O.R.O.2-4.5 x 4-0.5 SAFETYITEMPERED GLASS WINDOW AT BOTTOM OF STAIRS SHALL HAVE 14 CAX1840 1-8 x4-0 R.O. 1-8.5 x4-0.5 ADD 3l4"JOIN*,FIBERGLASS REINF. C UTC H O G U E , NY BETWEEN UNITS AT COMBINATION WINDOWS CLIENT CAX2450 2'-4"x CAX6040 6'-0"x4'-0" R.O. '-0.5"x4'-0.5" FIXED/PICTURE WINDOW 5'-0" R.O.2'-4.5"x 6-0.5" ADD 3/4"JOIN*,FIBERGLASS REINF. 15 1 (3-PART)R.O.7'-2"x 5'-0.5" BETWEEN UNITS AT COMBINATION WINDOWS O e� CAX2438 2'-4"x3'-8" R.O. '-4.5"x 3'-8.5" DOOR SCHEDULE 1 4211 O SMITH DR . S . 1 B ADD 3/4"JOIN*,FIBERGLASS REINF. # DESIGNATION UNIT DIMENSION(WxH) ROUGH OPENENING SIZE(WxH) COMMENTS S O U T H O L D , NY O CAX3040 3-0 x4-0" R.O.3-0.5"x4-0.5 BETWEEN UNITS AT COMBINATION WINDOWS AFD030610 3'-0.5 x6 10 R.O.3-1 x 6 10.5 SEE PLAN FOR DIRECTION OF SWING O CAX2620/CAX2620/ 2'-6"x6'-0" R.O.2'-6.5"x6'-0.5" 3-PART WINDOW,BOTTOM OPERABLE AWNING, HP13080 3'-0.5"x8'-0" R.O.3'-1"x 8'-0.5" EXTERIOR SWING AAX2620 SWING OUT,WITH SAFETY/TEMPERED GLASS 20 APAT80610 7'-11.75"x6'-10" R.O. 8'425"x6'-10.5" EXTERIOR SLIDER PROJECT ® CAX28 15 3/4 2'-8"x1'-5.75" R.O 2'8.5"x1'-6.25" FIXED WINDOWS O ABPAT10080 9'-10.25"x8'-0" R.O. 9'-10.75"xV-0.5" 4-PART SLIDER,2 PARTS OPERABLE EAST & WEST O CAX2820-2 (2)5'-4.5 x2'-0"PAIRED R.0 5'-5"x2'-0.5" FIXED. ADD 3/4"JOIN",FIBERGLASS REINF. BETWEEN UNITS AT COMBINATION WINDOWS ® APAT60610 6-11.75"xU-10" R.O. 6-0.25"x6'-10.5" EXTERIOR SLIDER © ELEVATIONS & CAX2834 „ R.O.2'-8.5"x3'-4.5" FIXED. ADD 3/4"JOIN*,FIBERGLASS REINF.2-8 x3-4 (2-PAIR)R.O.5'-5"x3'-4.5" BETWEEN UNITS AT COMBINATION WINDOWS 5 3'-0"x6'-8" INTERIOR WOOD DOOR WINDOW DOOR © CAX5034 5'-ONT-4" R.O.5'-0.5NT-4.5" FIXED/PICTURE WINDOW © 2'-8"x6'-8" INTERIOR WOOD DOOR SCHEDULE 7O 2'-10"x6'-8" INTERIOR WOOD DOOR O ®CAX1840 1'-8"x4'-0" R.0. 1'-8.5"x4'-0.5" 3'-0"x6'-8" MECH.RM.DOOR DRAWING TITLE DATE: APRIL 1 B, 2023 8 AAX2020 2'-0"x2'-0" R.0.2'-0.5NZ-0.5" 9O 2'-0"x6'-8" INTERIOR WOOD DOOR PROJECT NO: 231 1 -❑ 1 2'-8"x4'-0" R.O.6-5.25"x4'-0.5" ADD 3/4"JOIN*, FIBERGLASS REINF. O CAX2840-2 EACH UNIT PAIRED UNITS WITH JOIN BETWEEN UNITS AT COMBINATION WINDOWS 10 2'-4"x6'-8" INTERIOR WOOD DOOR DRAWN BY: M B L/J M CHECKED BY: M B L 10 APAT20610 2'-0"x6'-10" R.O.2'-0.5"x6'-10.5" FIXED SIDE LIGHT,TEMPERED GLASS WINDOW AND DOOR NOTES: DWG No: 1. ALL WINDOW AND DOOR OPENING HEADERS SHALL ALIGN.UNLESS OTHERWISE NOTED. 2. DESIGNATIONS AND DIMENSIONS BASED ON ANDERSON E-SERIES DOORS AND WINDOWS. A-201 .00 1 iJSTOM- '=1@"x6'�" {3 2=10�`x6 8 v OT USED- 3. "UNIT DIMENSION"REFERS TO OUTSIDE FRAME TO FRAME DIMENSION. 4. PAIRED WINDOWS(WINDOWS AND DOORS)SHALL RECEIVE 3- JOIN, FIBERGLASS REINFORCED. SEAL SHT 1 O OF 20 12 CAX1840 1'-8"x4'-0" CAX-1840/4040/1840 OPERABLE CASEMENT 5. "ROUGH OPENING" DIMENSIONS MAY NEED TO BE INCREASED TO ALLOW FOR USE OF BUILDING WRAPS, FLASHING,SILL PANNING, BRACKETS, FASTENERS OR OTHER ITEMS. R.O.7'-6"x4'-0.5" FIBERGLASS REINF. 3 JOIN* 6. LARGER UNITS ARE SHIPPED KNOCKED DOWN AND REQUIRE FIELD ASSEMBLY BECAUSE OF SIZE AND WEIGHT. 13 CAX4040 4'-0"x4'-0" FIXED/PICTURE WINDOW 7. INTERIOR DOORS SHALL BE JELD-WEN SOLID WOOD DOORS OR EQUAL.STYLE BY OWNER. 8. INSTALL TOP HINGES 7 INCHES FROM TOP OF DOOR, INSTALL BOTTOM HINGES 10"FROM BOTTOM OF DOOR, INSTALL MIDDLE HINGE CENTERED BETWEEN TOP AND BOTTOM. *VERIFY JOIN DIMENSION BETWEEN PAIRED WINDOWS AND ADJUST ROUGH OPENINGS AS REQUIRED. 9. ALL DOORS SHALL BE PRIMED AND PAINTED. COLORS TO BE DETERMINED BY OWNER. BUILDNG DEPT. USE LEGEND : RIDGE: 2 -2x10's POSTED TO WALLS 12 TIMBERLINE HDZ SHINGLES, INSTALL W/(6) COLLAR TIES ALL RAFTERS FASTENERS TYPICAL PER SHINGLE. 7 BAY ROOF BEYOND INSULATE RAFTER AND CEILING CAVITIES WITH SPRAY FOAM INSULATION 2x10's RAFTERS, 16" O.C. SELF-ADHERED UNDERLAYMENT COMPLYING SOLID BLOCKING BETWEEN RAFTERS WITH ASTM D1970 ATTACHED TO TOP PLATE, TYP. CLG. JOIST- 2x8's @ 16" O.C. 3 - 2x12's WITH 2 JACK STUDS EACH END, 2 - 26's WITH 2 JACK STUDS EACH END, TO SPAN 2'-4.5" ROUGH WINDOW OPENING, TO SPAN 6'-0.25" ROUGH OPENING AT SLIDERS TYPICAL REFRAME BAY EXTENSION .050 PAINTED ALUM. GUTTERS AT BEYOND AT NEW 2ND FLOOR EAVE ENDS, TYPICAL TIMBERTECH DECKING AND NEW INSULATED 2X6 FRAMING, 16" O.C. WITH POST & RAIL SYSTEM, OR EQUAL °O SILL AND DBL. TOP PLATE AT 2ND FLOOR, TYP. AS CHOSEN BY OWNER 01 BUILDING DEPT. SUBMISSION 4/16/25 NO. REVISION/S IJ6 MISSION DATE ROOF SHEATHING SECURED TO z HSS BEYOND - SEE LVL's @ 16" O.C. `?' o � JOISTS. WATERPROOF WITH 2E STRUCTURAL SEE FRAMING PLAN EPDM SLOPED TO SCUPPERS o DBL RIM LVL S SECOND FLOOR "' 2x10s 16" O.C. PROVIDE t�R2 SI IP_0RTS_A FIN. FL. +19.64 — DBL. RIM "- /4-'u114" LVL /_8"T4_t_pL911_:I-L 14S5a MAIN CEILING TO CONTINUE TO WALLS WHERE SOFFIT L — DOUBLE TOP PLATE SE URED TO BEAMS 6'-0" T ENDS -tBOVE AT CABINET WA L FRAMING 100 AZEK FINISH AT UNDERSIDE DOUBLE TOP PLATE END MAIN CEILING AT SOFFIT 1-1 FRAME]OUT SOFFIT WI 3 2"25GA METAL STAIR FRAMING BEYOND TUDSLER USG SOFFITINSTALLATION 2 - 2x6's WITH 2 JACK STUDS EACH END, AND FASCIAS. COLOR BY D TQILS. 1 ° OWNER. SECURE PER TYPE 1A WINDOW HEADER- HUNG CEILING - MAIN T's 6'-0" O.C. — _ TO SPAN 2'-4.5" WINDOW OPENING, MANUFACTURER'S (2) 2x6 W/2 NJ MAX., HANG 12GA WIRES 48" O.C., �� 1 TYPICAL INSTALLATION INSTRUCTIONS. AT 3-PART 1A WINDOW PROVIDE HEADER: CROSS T's 16" OR 24" O.C., FASTEN L— 16m (4) 2x12's @ 7'-2" SPAN, WITH 2 JACK CEILING BOARD 6" O.C. M - STUDS EACH END, OR EQUIVALENT LVL �y PROVIDE 2' SHEETROCK FINISH AT NEON-BEARIN -T9�A�FE— ALL STEEL TO BE PRIMED AND WALLS AND CEILINGS. INSTALL 6 ABOVE FIN. EILING PAINTED WITH RUST INHIBITIVE WITH 1-114" TYPE W BUGLE HEAD 11 PRIMER, TNEMEC OR EQUAL, SCREWS. FOLLOW USG FINISH MOLD IN 3, ifYP. 11 KEY PLAN SHEETROCK INSTALLATION AND 11 FINISH GUIDE INSTRUCTIONS. 1 1 Y 212.288.7120 LINE OF LIVING ROOM BEYOND 1 973.242.2626 NEW 2X4 W/ BTTM SILL, BUTT TO EXISTING 1 x 973.242.2676 2A's TO REMAIN, TYPICAL NOTE: ALL KITCHEN FINISH MOLD IN 11F LL NAIL HOLES, SAND, 44 Broad Street PRIME AND AI T, PICAL ALL 19th Floor WALL TO BE INSULATED WITH MIN. 31" OPENINGS. 0 C INGS TO BE CHOSEN BY o ewark, NJ 07102 b 2 SEE CABINET DRAWINGS FOR acti CLOSED CELL INSULATION, FILL TO FINAL LAYOUT OWNER 1 I ` ve design 9 r o u P INTERIOR WITH ROXUL. 1 1 ENGINEER FIRST FLOOR IN. FL. +8.0 1 1 — - — — — — BACON LANE ARCHITECT VERIFY JOISTS AND SILL/FOUNDATION AT EXISTING - INSULATE FLOOR JOISTS ABOVE BASEMENT 378 K E N T ROAD SOUTH CORNWALL BRIDGE, CT GRADE 06754 (201 ) 697-5774 TOP OF EXIST. FOUNDATION ARCHITECT EXIST. FOUNDATION S A L I C E INSTALL 2"XPS INSULATION BOARD ON ALL EXPOSED EXTERIOR 2120 CROWN LAND L N FOUNDATION WALLS. INSTALL 12" SPRAY FOAM INSULATION ON ALL C U T C H O G U E , NY INTERIOR FOUNDATION WALLS AND CRAWL SPACE, TYPICAL THROUGHOUT CLIENT 1420 SMITH DR . S . CROSS SECTION THRU KITCHEN/SECOND FLOOR FRAMING NOTES: S O UTH O LD , NY 1 SCALE:1/2"= 1'-0" 1. COORDINATE FRAMING WITH STRUCTURAL DRAWINGS, S-SERIES DRAWINGS. PROJECT 2. SEE TYPICAL FRAMING CONNECTOR DETAILS SHEETS A-301 &A-302. STRUCTURAL DRAWINGS WILL SUPERSEDE TYPICAL DETAILS. 3. ALL FRAMING CONNECTORS SHALL BE G90 GALVANIZED FINISH. BUILDING SECTION 4. HEADERS SHALL BE MINIMUM N0. 2 GRADE DOUGLAS FIR-LARCH, HEM-FIR OR SOUTHER T H R U KITCHEN / PINE. SECOND FLOOR 5. STUDS SHALL BE MINIMUM NO. 3, STANDARD OR STUD GRADE LUMBER. 6. FLOOR JOISTS SHALL BE MINIMUM GRADE SS DOUGLAS FIR-LARCH, HEM-FIR OR SOUTHER PINE. DRAWING TITLE 7. PROVIDE BRIDGING AT JOIST, 6'-0" O.C. TYP., AND STAGGER BETWEEN JOISTS. DATE: APRI L 1 B, 2023 8. PROVIDE 2"0 ANCHOR BOLTS EMBEDDED 8" MIN. INTO FOUNDATIONS AT SILL PLATES PROJECT NO: 23 1 -O 1 (EXISTING AND NEW), EVERY 6'-0" O.C. MAX, 8" FROM ENDS MAX. 9. FIREBLOCKING SHALL BE INSTALLED AT: CONCEALED SPACES OF STUD WALLS AT CEILING DRAWN BY: M B L/J M AND FLOOR LEVELS; ALL FLOOR PENETRATIONS; TOP AND BOTTOM OR STAIR RUNS; AND CHECKED BY: M B L REQUIRED BY CODE. DWG No: 10. FRAMING SHALL BE NOTCHED OR CORED FOR UTILITIES AS ALLOW BY NYS RESIDENTIAL A-300.00 CODE, CHPT. 6 SEAL 5HT 1 1 OF 20 BUILDNG DEPT. USE i LEGEND : TIMBERLINE HDZ SHINGLES, INSTALL W/(6) FASTENERS TYPICAL PER SHINGLE. 2r 12 WALL STUD BOTTOM PLATE 2X8 COLLAR TIE 12 5-5/8 6„ BATHTUB 2X10 RAFTERS @16" O.C., INSULATED DOUBLE JOIST 2 - 2X4's ON SINGLE JACK STUD EACH END TO FRAME V-6.25" HIGH WINDOW OPENINGS (R.O.'s 2'-8.5" WIDE). TYP. BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR AT DORMERS JOIST DIRECTION(2)JOISTS,UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING @ 24"OC �=1N 2'-6" DBL HEADER @ STAIR .040 ALUM. GUTTERS, OWNER TO OPENING, TYP. SELECT COLOR. INSTALL PER ATTIC FL - 8.9 MANUFACTURER'S INSTRUCTIONS AND SMACNA STANDARDS. 10" TJI @ 16" O.C. - INSULATE CLG. JOISTS 3'-0" 3'-0" PROVIDE BRIDGING 8'-0" O.C.MAX.,OR AS REQUIRED 01 BUILDING DEPT. SUBMISSION 4/16/25 BY JOIST MANUFACTURER No. REVISION/SUBMISSION DATE 2x6 FRAMED OVERHANGS, TYP. SEE FLOOR PLANS FOR HEADER BOLT AT LEDGERS WOOD JOIST SIZES AT OPENINGS. Souz1; o GIRDER/HEADER g>✓iA DgNE 0o WOOD JOIST 1.5 4 2X6 INSULATED WALLS TYP. INSTALL 2" XPS INSULATION BOARD ON ALL st p3 EXPOSED EXTERIOR FOUNDATION WALLS. `? INSTALL 12" SPRAY FOAM INSULATION ON ALL ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH c� INTERIOR FOUNDATION WALLS AND CRAWL THE PROPER CONNECTOR. o� 12" TJI @ 16" O.C. SPACE, TYPICAL THROUGHOUT IF ABLE,SET FIR JOISTS APROX.1l2"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS FIRST FLOOR- 8.0 FF - 8.0 GRADE VARIES DOUBLE 2x RIM PROVIDE 12"LONG 4" REINFORCEMENT BOTH MATCH HEIGHT OF EXISTING SIDES OF ENDS. FOUNDATION. WHERE WOOD MEMBERS ARE LESS THAN 8" FULL DEPTH BLOCKING BETWEEN JOIST ��G FROM ES PRESERVATIVE-TREATED IN BE PR AT ENDS AND DOOR FRAME �40 ACCORDANCE WITH AWPA U1 TOP OF FOUNDATION GARAGE DOOR SLOPE KEY PLAN CONCRETE SEE DRAWING S-100 FOR NOTCH FOUNDATION TO RECEIVE SEE STRUCTURAL APRON TO Y 212.288.7120 FOUNDATION DETAILS JOISTS. PROTECT UNTREATED DWGS FOR GARAGE MEET SLOPED 973.242.2626 WOOD FROM DIRECT CONTACT SLAB AND FOOTING DRIVEWAY x 973.242.2676 WITH CONCRETE ------ NOTE: ALL FLOOR JOISTS ABOVE A •4 • . 1 44 Broad Street BASEMENT SHALL BE INSULATED °7� 7 19th Floor „ ewark, NJ 07102 a active design group ° ENGINEER EXP.JT W/ :AA a FILLER JNT& SEAL BACON LANE ARCHITECT � R 378 KENT ROAD SOUTH SECTION THRU MUDROOM MECHANICAL ROOM CO RNWALL BRIDGE CT SCALE:1/2"=V-0" GARAGE DOOR BLOCKOUT 06754 (201 ) 697-5774 ARCHITECT SALICE 2120 CROWN LAND LN CUTCHOGUE , NY CLIENT KING STUDS ° ° END WALL CRIPPLE STUD RAFTER 1420 SMITH DR . S . ° ° SOUTHOLD , NY HEADER , ;• RIDGE LEDGER SIDE WALL i PROJECT JACK STUDS RAFTER BUILDING SECTION THRU MUDROOM / FLOOR USP NUMBER DESCRIPTION APPLICATION MECHANICAL ROOM , FRAMING DETAILS 1ST ADS5 HOLD DOWN CONNECT TO SIDE OF ALL CORNERS TO LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION ANCHOR FOUNDATION W/ANCHOR BOLTS DRAWING TITLE ALL OPENINGS LSTA12 1-1/4"x12"20ga. APPLY TO EACH JACK STUD 2x6-2x8 LS26 18ga.SLOPE APPLY TO EACH RAFTER/LEDGER 2ND ADS5 HOLD DOWN CONNECT T01 SIDE OF ALL CORNERS ON BOTH STRAP LOCATION USP NUMBER DESCRIPTION APPLICATION HANGER DATE: A P R I L 18, 2023 ANCHOR BOT.PLATE OF 2nd FLOOR AND TOP PLATES OF 1st FLOOR.CONNECT THROUGH THE FLOORS ALL OPENINGS RT3 OR RT7 TYDOWN APPLY TO EACH CRIPPLE STUD ROOF LSTA24 1-1/4"x24"20ga. APPLY OVER RIDGE TO EACH RAFTER 2x10 LS210 18ga.SLOPE APPLY TO EACH RAFTER/LEDGER PROJECT No: 23 1 1 -0 1 TO EACH OTHER W/THREADED ROD ANCHOR STRAP.G90 GALV. HANGER DRAWN BY: M B L/J M CHECKED BY: M B L DWG No: A-301 .00 SEAL BHT 12 OF 20 ,Z TYPICAL FRAMING AND CONNECTOR DETAILS BUILDNG DEPT. USE LEGEND : 20 OZ.COPPER STEP FLASHING AT--, TIMBERLINE HDZ SHINGLES,INSTALL 7 7 BUILDING WALL W/(6)FASTENERS TYPICAL PER SHINGLE. NEW (2) 2X10 RIDGE 01 BUILDING DEPT. SUBMISSION 4/16/25 II II NO. REVISION/SUBMISSION DATE EXIST. ROOF RAFTERS TO REMAIN EW (2) 2X8 RIDGE -7/8 N SOTx NEW 2x10 RAFTERS, 16 O.C. SMI,1't� DgNE TIMBERLINE HDZ SHINGLES,INSTALL W/ W/COLLAR TIES (6)FASTENERS TYPICAL PER SHINGLE. — — — — — — — — _ 2ND FL \1p5 SB SA RUBBERIZED MEMBRANE UNDERLAYMENT I SUBFLOOR WOOD JOISTS ENGLERT STANDING SEAM METAL ROOF, INSTALL 12 9� PER MANUFACTURER'S INSTALLATION 2 1 INSTRUCTIONS NEW 2x8 RAFTERS, 16" O.C. FULLY INSULATE ROOF 2xs/2x8 CONTINUOUS wooD PLATE �o GUTTER AND LEADERS PER TIES JOISTS, TYP. BOLTED TO STEEL BEAM WITH 1/2" SMACNA STANDARDS I DIA. BOLTS @ 48"o.c.STAG. PROVIDE RAFTER TIES AT EXTERIOR WALLS, 2 -2X10's ON 2 JACK STUDS EACH END 3"STEEL COLUMN ANCHOR STRA 2x6 RAFTERS AND JOISTS, TYPICAL TO FRAME 6'-0.5"WINDOW OPENINGS. 1�'6�� ITT— (10 KIPS) 16"O.C. 2 1-3/4"x9-1/2" LVL 2-2x6 SECURED ( ) TYPICAL BEAM DETAIL TO POSTS STEEL/BOTTOM BEARING NEW 4A WOOD POST CAP/CONNECTOR AZEK BEAD BOARD,SECURED 8" 2-2X6's WITH 1 JACK STUD r �' O.C.AT JOISTS,CEILING AND EACH END FOR T-0" WINDOW FASTENER COLOR WHITE. OPENINGS 9 o co co QQ KEY PLAN 6X6 EXTERIOR GRADE WOOD POSTS, EXISTING EXTERIOR WALL Y 212.288.7120 973.242.2626 PROVIDE VINYL WRAP WITH TRIM, FRAMING TO REMAIN x 973.242.2676 WHITE. 2X6 INSULATED WALL MANUF.POST CONNECTOR, NEW 2x4 TIGHT TO EXISTING. _ 44 Broad Street EK FINISH GALV.ASTM A123,BOLTED INSULATE WALLS WITH °O ewark, lNJh07102 RIM AND PANEL SPRAY INSULATION FINISHED FLOORS N active design group PITCH 1%MIN. TO ALIGN WOOD JOIST ENGINEER It . FFL - 8.0 1ST FL o � BLOCKING BACON LANE ARCHITECT If INSULATE EXISTING FLOOR JOISTS C.0 1 GRADE >qr- 378 KENT ROAD SOUTH IIi IL WOOD GIRDER C O R N WA L L BRIDGE, CT SOLID EPDXY GROUT TO LEVEL I EXPANSION JOINT,SEAL AT TOP,3 06754 (2 O 1 ) 69 7-5 7 7 4 AT CONNECTOR PLATE SAND/GRAVEL COMPACTED SIDES(ABUTTS BUILDING) FILL, IN.4"DEEP. INSULATE AND ARCHITECT #4 12"INTO SLAB, 12"INTO STONE OR TILE PAVERS WITH SEAL JOINT FOUNDATION,36"O.C.,MIN.2" 4"THICK,3,500 PSI CONCRETE NON-SLIP FINISH,PER OWNER.SET EXIST. FOUNDATIONS, TYP. PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPLICED S A L I C E CONC.COVER WITH 6 TO 8%AIR ENTRAINMENT WITH LATICRETE 254 PLATINUM OR 2x FRAMING TO HEIGHT OF AND OVER BEARING WALLS AND HEADERS SLAB. PROVIDE I"EXPANSION EQUAL. GROUT JOINTS WITH INSTALL 2" XPS INSULATION BOARD ON ALL EXPOSED ADJACENT. FILL CAVITIES 2 1 Z O CROWN LAND L N POST BRACKET REBAR,MIN.8" JOINT BETWEEN SLAB AND PERMACOLOR SELECT,OR EQUAL EXTERIOR FOUNDATION WALLS. INSTALL 1�" SPRAY FOAM WITH CLOSED CELL EMBEDMENT C U T C H O G U E N Y ° BUILDING WALLS 2 INSULATION , 4,000 PSI CONCRETE WALL/ #4 REINFORCING,MIN.2"coNc.covER INSULATION ON ALL INTERIOR FOUNDATION WALLS AND FOOTING TO FROST LINE. CRAWL SPACE, TYPICAL THROUGHOUT CLIENT SEE DTL.2/A-900 SIMILAR 6 MIL POLY ON EXIST. SLAB CROSS SECTION THRU LIVING ROOM OVER CRAWL SPACE 1 420 SMITH D R . S . SOUTHOLD , NY WALL STUD SEE STRUCTURAL DRAWINGS FOR SILL CONNECTION AT 2X8 FRAMED WALLS(OVERRIDE TYPICAL DETAIL BELOW) METAL STRAP— 2ND FLOOR PROJECT LL' WALL RAFTER DBL.SILL PLATE RIM BOARD RAFTER TERMITE SHIELD ° SILL GASKET a BUILDING SECTION G THRU LIVING ROOM & : SILL PLATES)— a a ° °'. a °d n e G v TOP PLATE e ° , FRAMING DETAILS FOUNDATION — ° ° c A ANCHOR BOLT EMBEDMENT: TAPPING TO BE ATTACHED TO WALL STUDS @ 48"OC WALL STUD TOP PLATE POURED CONCRETE: 7" AND ALL WINDOW/DOOR OPENING JACK STUDS WALL .a 1STFLOOR BLOCK WALL: 15" DRAWING TITLE •. ' DATE: APRIL 18, 2023 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION STAPPING TO BE ATTACHED TO WALL STUDS @ 48"OC USE WITH 3x3 SQUARE WASHERS PROJECT No: 231 1 -D 1 AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) DRAWN BY: M B L/J M 4"-8" LSTS24 1-1/4"x24"20ga. INSTALL 4'-0"O.0 AND JACK STUDS ON ALL LOCATION USP NUMBER DESCRIPTION APPLICATION ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT STRAP OPENINGS MBL SUPPORTING MAXIMUM SPACING CHECKED BY: 4"-6" RT10 10-3/4"18ga. CONNECT TO EACH RAFTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION DWG No: 8"-14" LSTS30 1-1/4"00"13ga. INSTALL 4'-0"O.0 AND JACK STUDS ON ALL RAFTER TYDOWN ANCHOR SILL PLATE TO FOUNDATION 1 STORY 48"OC A-3 O 2.O O STRAP OPENINGS 4"-8" LSTA36 1-1/4"x36"18ga. INSTALL 4'-0"O.0 AND JACK STUDS ON ALL RAFTER I PLATE RT15 TYDOWN ANCHOR CONNECT EACH RAFTER TO PLATE (CRAWL SPACE OR FOUNDATION) 8"-12" RT20 21-1/8"20ga. CONNECT TO EACH RAFTER STRAP OPENINGS SEAL s HT t 3 D F zD 14"-16" LSTS36 1-1/4"x36"18ga. INSTALL 4'-0"O.0 AND JACK STUDS ON ALL RAFTER TYDOWN ANCHOR SILL PLATE TO FOUNDATION 2 STORIES 36"OC STRAP OPENINGS 8"-16" MSTA48 1-114"x48"16ga. INSTALL 4'-0"O.0 AND JACK S1UDS ON ALL PLATE/WALL SPTH14 STUD PLATE CONNECT OVER PLATES TO EACH (CRAWL SPACE OR FOUNDATION) STRAP OPENINGS ANCHOR STUD z TYPICAL FRAMING AND CONNECTOR DETAILS WALL BOTTOM PLATE TO 1-2 STORIES 48"OC FOUNDATION(SLAB-ON-GRADE) BUILDNG DEPT. USE LEGEND : WATERPROOF EXPOSED FOUNDATION WALL. PROVIDE 2" XPS WITH DRAINAGE CHANNELS EXISTING FOUNDATION AT EXTERIOR VERTICAL AGAINST FOUNDATION ENTRY STRUCTURE TO BE REMOVED, WALL ALL SIDES PROVIDE NEW BACKFILL TO HT. OF SURROUNDING SEE STRUCTURAL .LANS, CARRY ALL STEEL POSTS TO FOUNDATION, EXISTING FOUNDATION TO REMAIN �� ! �X\/ 0 TYP. i� // // / REMOVE EXISTING STAIRS TO FIRST \ \\ \\ \ �— FLOOR a o DOORFRAME& INFILL �XMOVE ISTING OPENING HTT (2)2x10's 2 2x10's H6.5 HOEDOWN � � � � � ) DOWEL CONNECTION-#4, 12" LONG, REMOV EXISTING POST AND BEAMS. PROVIDE NEW 2x10 BEAMS CRAWL SPACE 1 HT.46"± 18"O.C.VERT., TYPICAL ITKP STS ON 3'x3'x1' CONCRETE FTGS(4000 PSI W/244 REBARS SEE NOTE 3 - - - - - - - - - - - EACH DIRECTION, 3"ABV. BOTTOM (2)2x10's — — � � CRAWL SPACE 2 HT.46"± SEE NOTE 3 EXTENDI FOUNDATION AS REQUIRED TO CARRY SHEAR WALL FROM FIRST NEW FULL BASEMENT FOUNDATION, FLOOR DOWN TO OUNDATION MATCH HEIGHT OF EXISTING (2)2x10's (2)2x10's -�� 17 � � � 01 BUILDING DEPT. SUBMISSION 4/16/25 NO. REVISION/SUBMISSION DATE I —NEW 3'-0"OPENING ovTx / BSMT. EL. ±0.8 - = I RIVE s . / MATCH EXISTING CONNECT NEW Cry V J 4 I \ tTK P / BASEMENT TO Z +i /-HTTH6.5 s TING —HOLDOWN NEW STAIRS - 04559 I TO BASEMENT 9 a� I I SECURE 2X8 SILL s I I DOWEL CONNECTION -#4, 12 LONG, I l � PLATE WITH 2' 0 x 6"TITEN HD 18"O.C.VERT.,TYP. FOR REMOVE EXISTING I I SCREW AT 18"O.C. STAGGERED I CONNECTIONS AT EXISTING I � I I �,� GARAGE SLAB AND I FOUNDATIONS,TYPICAL I 9a FOUNDATION/FOOTING NEW FULL BASEMENT FOUNDATION L - - - - - - - _ _ _ _ _ _ II II — — — — — — — — — — — — — = REPLACED STOOP. POST AND BEAM TO BE REMOVE EXIST. SLAB AT FRONT MATCH HEIGHT OF EXISTING STOOP. VERIFY EXISTING I I I . FOUNDATION IS ADEQUATE, MIN. I I I s I XI CRAWL SPACE 3- HT.TO MATCH U P I X CRAWL SPACE 2 I L — — — — — — — — — — — — — — — — — f — - - - - -1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� NOTES: 4' I I I I 1. BENCH WALL HEIGHT±32 INCHES KEY PLAN I I I 2. BASEMENT HEIGHT±78 INCHES I 3. CRAWL SPACES 1 &2- PIERS AND FRAMING TO REMAIN "AS-IS". REPLACE FRAMING 'Y 212.288.7120 I I I I ONLY AS NEEDED 973.242.2626 x 973.242,2676 144 Broad Street 1 ewark, NJ 07102 POSTS ON 2'x2'x1'CONCRETE FTGS (4000 PSI W/244 - 19th Floor i I I REBARS EACH I DIRECTION, 3"ABV. BOTTOM t .� a c i v e design group ENGINEER I I NEW GUSSETS BACON CON LANE ARCHITECT 378 KENT ROAD SOUTH I I I 1 ACCESSORY GARAGE I I ST E L OSTS,DRA OGRDINATE WITH STRUCTURAL C O R N WA L L BRIDGE, CT � I SEE SEPARATE FILING � I ARCHITECT 06754 ( 20 1 ) 697-5774 i I I I I I 2A PT SILL SECURED W/12" S A L I C E i LONG ANCHOR BOLT, 36 O.C., 2120 CROWN LAND L N 1 CLOSED CELL SPRAY 12" FROM ENDS, MIN. C U T C H O G U E , NY I 1 I I INSULATION CLIENT TERMITE CONTROL I I i I I I 2" XPS INSULATION l i l i 8 REINF. FOUNDATION WALL 1 420 SMITH DR . S . #4 REBARS AT 24" O.C. BOTH S O U T H O L D , NY i I i DIRECTIONS 81f i I I (CAN USE ONE BAR IN CENTER, OR 2 BAR ROWS AT OUTER a a PROJECT i I I I EDGE WITH 2" COVER MIN. I i I _0 2" INFILL JOINT WITH SEALANT FOUNDATION PLAN z �, AND DETAILS 4' SLAB W/4A WWM OVER #4 REBAR, 12 LONG, 18 1 / 1 I o o MOISTURE BARRIER O.C. VERTICALLY I c;, I I I w 001> EPDXY GROUT INTO EXIST. i DRAWING TITLE [_ _ - - - - - - - - - - - - - - - - - � I FOUNDATION, HILTI HY200 — — — — — — — — — - -.I #4 REBARS WITH 2" COVER MIN. OR SIMILAR DATE: APRIL 1 B, 2023 00 PROJECT No: 23 1 1 -O 1 EXISTING FOUNDATION DRAWN 6Y: M B L/J M WALL TO REMAIN CHECKED BY: MBL FOUNDATION PLAN DW13 N SCALE: 1'-0" * ADJUST DEPTH FOR DESIRED CRAWL SPACE A-400.00 HT. OR TO MATCH EXISTING BASEMENT LEVEL SEAL SHT 1 4 OF 20 TYPICAL FOUNDATION DETAIL FOR 2 BASEMENT OR CRAWL SPACE - 3 FOUNDATION WALL TIE-IN - BUILDNG DEPT. USE LEGEND : 7'-611 1 5'-011 7'-611 1011 - - - - - - - - - - - - - - - - - - - - - - - - - - 6x3 HSS TO 0 FOUNDATION, SEE STRUCTURAL 6x3 HSS TO - " FOUNDATION, SEE STRUCTURAL ALTERNATE: (2) 1-3/4"X 9-1/2" LVL I �- HEADER - (3) 2X10's 3" (CONFIRM) 3" CONFIRM) 1-3/4" X 11-7/8" LVL I I W/ DBLI JACK S1rUDS STEEL POST TO STEEL POST TO ABOVE EACH AND FOUNDATION FOUNDATION, TYP. 7,-9 „ I 4 I I -� 4x4 WD. POST, TYP. -1 ALTERNATE: 1-3/4" x 11-7/8" LVL W/4" STEEL PLATE I L - - 1 1-3/4" x 14" LVL W/8" STEEL PLATE I (2) 2X10 S 19-92 TOP OF STEEL COLUMNS TO RECEIVE I ABOVE - 0 2ND FLOOR TJI JOISTS H_ 00 J EXIST. 2X8 FLOOR 1 1 v (2) 2X10'S A WD. POST, TYP. JOISTS @ 16" O.C. �- EXIST. 2X6 FLOOR JOIST, 16" ABOVE co 10 O.C. REPLACE IN-KIND AS C14 NEEDED (SEE FOUNDATION o v PLAN FOR SUPPORT EXIST. 2X8 FLOOR 01 BUILDING DEPT. SUBMISSION 4/1 6/2 5 - - - SYSTEM) — JOISTS @ 16" O.C. 12" TJI @ 16" O.C. CD3 (CONFIRM 3" 1 CONFIRM) I - HEADER - (3) 2X8's W/ No. REVISION/SUBMISSION DATE - - — — — — ST EL POST TO I I DBL. JACK STUDS N Z STEEL POST TO FOUNDATION I (2) 2X10'S I I EACH END FOUNDATIO _ — — _ ABOVE I I DRI`E soUTi; _ I i sr�iTK ao OUT L NDI G _ _ _ _ 4x4 WD. POST, TYP. DBL JOIST AT STAIR OPENING `\' E M bF TTOR S - _ 2X10 STRINGERS R OPE G s NGER TYP., BLOCKING TOP 3 (CONFIRM) , AND BTTM. r°,N STEEL POST TO �r, 2x10'S SECURED TO BUILDING WALLS, 3 SIDES ST I VVl�Y P NI G FOUNDATION 9 p3 �` B R AE 2x10's 16" O.C. 6x6 POSTS NOTCHED (CONFIRM) 9. " I TEEL POST TO I TO RECEIVE 2x10 'p9 FOUNDATION - - �- NEW 2X8 LOOR (2) 2X10 BEAMS, JOISTS @ 4' O.C. a"° eo SECURED WITH (2)2" os a THRU BOLTS AT POSTS 3T-7° 2T-6211 w� G KEY PLAN n 271-6311 'Y 212.288.7120 7 - 4 Ali I 973.242.2626 r x 973.242.2676 01 :" 44 Broad Street 19th Floor ewark, NJ 07102 a c t i v e d e s i g n g r o u p ENGINEER N BACON LANE ARCHITECT 31'-22 37B KENT ROAD SOUTH CORNWALL BRIDGE, CT 06754 (201 ) 697-5774 FIRST FLOOR FRAMING PLAN ARCHITECT SALI C E 2120 CROWN LAND LN C UTC H O G U E , NY CLIENT 1420 SMITH DR . S . S O UTH O LD , NY PROJECT FIRST FLOOR FRAMING PLAN DRAWING TITLE DATE: APRIL 18, 2023 PROJECT No: 23 1 1 -O 1 DRAWN BY: M B L/J M CHECKED BY: M B L DWG No: A-401 .00 SEAL SHT 1 5 OF 20 BUILDNG DEPT. USE LEGEND : v SEE STRUCTURAL DRAWINGS FOR STEEL DETAILING ~ 2X10 16" O.C. o w 2X10 16" O.C. HSS TO FOUNDATION, a cn EXTERIOR GRADE EXTERIOR GRADEK TYP. SEE = a STRUCTURAL U) 2x10 RAFTERS @ 16" Y 2X10 16" O.C. O.C. w / EXTERI GRADE 0 f Z _ I I Q +1 LV- I 1 1 11 wNo = 0 I NEW LVL I I NEW LVL 12" x 118" 1.3E I _j I 12" x 118" 1.3E @ 16" O.0 I NEW LVL �� @ 16" O.C. 14" x 118" 2.0E xI @ 16" O.C. MI Q _ I ADD COLLAR TIES � �I I AND RAFTERS TO EXISTING CATHEDRAL �- -- - - - - - - -- - -- - - -- - - -- I 1 3'_62" RESTRUCTURE ROOF. CEILINGTHISAREA- CONNECTIONS TO TIE EXISTING O I I NEW WALL TO BE RAFTERS AT I � f I I ADDED EXTERIOR AND INTERIOR WALL 10" TJI @ 16" O.C. Z I I I I 9 I = O1 BUILDING DEPT. SUBMISSION 4/16/25 DBL LVL AT STAIR OPENING - —12" LVL AND TJI AT LL I I I NO. REVISION/SUBMISSION DATE STAIR OPENING 04 1 $0 DBL I 2X10'S I II I I OPE ING I S I DBL. HE DER AT 2X10'S OPENINS,TYP. II 2X10 STRINGERS TYP., I ,4550 BLOCKINGITOP ANDI I I I l BTTM. 2X10 STRINGERS2 DBL. HEADER AT 1 TYP., BLOCKING TOP AND BTTM. STAIR OPENING �o RO ATTIC 2'-4111 I TYP. i i I NEW CEILING JOISTS G � - -- - _ - - - __ - -_— AT ADDITION, 2x8 @ KEY PLAN oe'wark, 212.288.7120 973.242.2626 x 973.242.2676 4 Broad Street 19th Floor NJ 07102 active design group ENGINEER BACON LANE ARCHITECT 378 KENT ROAD SOUTH CORNWALL BRIDGE, CT 06754 (201 ) 697-5774 ARCHITECT SALICE 2120 CROWN LAND LN .� SECOND FLOOR FRAMING C UTC H O G U E , NY CLIENT COORDINATE WITH STRUCTURAL DRAWINGS 1 420 SMITH DR . S . SOUTHOLD , NY PERMISSIBLE HORIZONTAL ROUND HOLE LOCATION IN LVL (VERIFY WITH MANUFACTURER) PROJECT SECOND FLOOR Minimum dear distance bet%een holes=2 x diameter of the larger hole. l d h Round per table FRAMING PLAN IB LVL beam 1/3depth r O 1/3 depth r 0/ /0 j� ALLOWABLE O O HOLE ZONE O 1/3 depth O O DRAWING TITLE 1/3 spa middle 1/3 span 1/3 span1001 I ALLOWABLE HOLE ZONE O DATE: AP R I L 1 B, 2023 PROJECT No: 23 1 1 -❑ 1 Allowable Hole Sizes NOTES: Beam Maximum Round DRAWN SY: M B L/J M 1.Hole(s)must be located completely In the allowable hole zone. Depth Hole DiameterCHECKED BY: M B L 2.No rectangular holes are allowed. 3,/Y—,-�-„— 3/a,- 3.No more than three holes allowed per span. 7'/"-V a 112 DWG N O: 4.Table Is valid for single and multiple span uniformly loaded beams only.Table is not valid for cantilever sections. 91/21'-16 2" S.Hole location,c lea ran im and the effects of beam deflection should be considered to avoid problems with piping. deeper than 113 3" A 4 0 2■0 0 SEAL SHT 16 OF 20 BUILDNG DEPT. USE CENTER FULL WIDTH ROLL CARRY GAF LEGEND : OF GAF LEAK BARRIER. DO UNDERLAYMENT AT NOT PLACE FASTENERS LEAST 6" OVER GAF WITHIN 6" OF CENTER LINE. LEAK BARRIER. HORIZONTAL LAPS 6" MIN. ROOFING NOTES: I 6"- -- 6 1. INSTALL SA MEMBRANE OVER DECK JOINTS AS REQUIRED BY CODE. (152 mm) — (152 m m) 2. INSTALL ICE&WATER SHIELD AND DECK UNDERLAYMENT PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 39-3/8" CENTER VALLEY METAL, CLIP THE TOP CORNERS OF 3. INSTALL NEW METAL AT VALLEYS,RAKES&EAVES. SEE DETAILS THIS SHEET. OVERLAP METAL SHINGLES 450 TO HORIZONTAL LAPS A KEEP WATER FLOW 4. INSTALL NEW TIMBERLINE HDZ SHINGLES,INSTALL W/(6)FASTENERS TYPICAL PER 14 1/2"-17 1/2" 14 1/2"-17 1/2" MINIMUM 12" AND SEAL BY SHINGLE. SEE DETAILS THIS SHEET. EMBEDDING THEM IN TOWARD THE VALLEY 5 1/2' -9 1/2" —6 1/2"-9 1/2, ' CENTER. 5. INSTALL NEW STEEP-SLOPE ASPHALT SHINGLE ROOF PER SPECIFICATIONS& ASPHALT PLASTIC CEMENT. MANUFACTURER'S INSTALLATION INSTRUCTIONS. 6 ALL METAL FLASHINGS SHALL BE SECURED PER FM9 4 ,0 R PER MANUFACTURER'S 1 • • • I • TARGET REQUIREMENTS,WHICH EVER IS MORE STRINGENT. NAIL ZONE 5 OVERLAP SHINGLES „6 -7,6 SHINGLES SHOULD BE AT LEAST 6" OVER 24" SEPARATED 6" AT TOP OF WIDE VALLEY METAL. VALLEY. SEPARATION MUST EMBED THE SHINGLE INCREASE 1/8" PER FOOT ENDS IN ASPHALT NAILING PATTERN: Nail shingles with 6 nails approximately 6 7/8" TOWARDS EAVES TO PLASTIC CEMENT TO (174 mm) from bottom of shingle, in nailing area, as shown. Nails HANDLE INCREASING SEAL THE SHINGLES must riot be exposed. WATER VOLUME. SNAP TO THE METAL R FROM CHALK LINES TO ENSURE KEEP NOTE: For mansard roofs (21:12 and above), nail a nominal 6" SHINGLES DIVERGE RUNNING UNDER from the bottom of the shingle and hand-seal shingles. PROPERLY IN VALLEY. THEM. .� TYPICAL NAILING PATTERN z TYPICAL OPEN VALLEY DETAIL SCALE:N.T.S. SCALE:N.T.S. 01 BUILDING DEPT. SUBMISSION 4/1 6/2 5 NO. REVISION/SUBMISSION DATE SHINGLE NOTES: S t 11 '0 VE SOU�Ii / INSTALLATION 1.Continue each EXTEND GAF LEAK COVER METAL Start at either rake) and BARRIER AT LEAST / FLASHING WITH CUT la In either direction \ GPF � � course with whole 5" UP WALL. SHINGLE. DO NOT NAIL Y shin les. M1,55g g 2 NAILS PER STEP SHINGLE, INSTALL �J v�First Course: 2. Strike a chalk FLASHING / � WITH ASPHALTIC Start with full shingle �, line about every 6 PLASTIC CEMENT. PLACE METAL � Second Course: \ courses to check EXTEND GAF LEAK parallel alignment STEP FLASHING BARRIER AT LEAST 5" Trim 6 off first JUST UPSLOPE 9 shingle with eaves. FROM EXPOSED UP WALL. OVERLAP VERCAL Third Course: - G°ut�e t5e e EDGE OF SHINGLE APPLICATION SHINGLE �M1° Trim 11" off first F�r �rG° G°v� �� e AND EXTEND 5" �` STYLEH° shingle F° •� dG° ��e OVER � UNDERLYING METAL FLASHING / Fourth Course: - 5e F�ts� SHINGLE AND 5" UP \ Trim 17" off first THE VERTICAL (NAILED TO THE DECK, shingle WALL. NOT TO THE VERTICAL WALL) EXTEND UP ��Py Remaining < Place first course of shingles WALL AT LEAST 5" Courses: < 1/4"-3/4" over eave and rake edges, Repeat the P y 6 covering starter course overhang, to STEP FLASHING � SIDING/CLADDING 1st- 4th course provide drip edge. PIECES OVERLAP instructions on the EACH OTHER 2" MIN. MUST BE AT LEAST 2" KEY PLAN remaining courses, ABOVE THE Y 212.288.7120 starting the fifth course with a full shingle. ROOF SURFACE AND 2266 2 s �. COVERING FLASHING i 973.24x 973.24 2.266 Shingle exposure should be 5%$ AT LEAST 2" k.. 2'V ^4 Broad Street 19th Floor 9' Newark, NJ 07102 TYPIICAL SHINGLE INSTALLATION TYP. STEP FLASHING AT VERTICAL WALLS a C t w e d e s g n g r o u p 3 SCALE:N.T.S. SCALE:N.T.S. ENGINEER BACON LANE ARCHITECT 378 KENT ROAD SOUTH C RNWALL BRIDGE, CT + ASPHALT SHINGLES ° 06754 (201 ) 697-5774 UNDERLAYMENT EXISTING METAL ROOF/CURB BEYOND. VERIFY CONDITIONS I OF EXISTING METAL TO REMAIN. LIFT AS REQUIRED TO CARRY ARCHITECT I FLASHING UP CURBS. SEALING STRIPS j Q�". METAL FLANGES(prime flanges to receive bitumen sheet, SALI C E woy set in PS-715 NS Elastomeric Sealant&fasten-abrade flange to 2120 CROWN LAND L N receive the Parapro 123 Flashing System) r PARAPRO 123 FLASHING SYSTEM(fully adhere) C U T C H O G U E , NY CLIENT PRO BASE SERIES SHEET(fully adhere) PARAPRO ROOF MEMBRANE „ zr_ SERIES SHEET 1420 SMITH DR . S . PRO eBe E 1. 4 2 (adhere prepared/primed surface )I' a os S O UTH O LD , NY PROJECT r APPROVED COVERBOARD I F ROOFING DETAILS _.:, .. . RIGID INSULATION CONTINUOUS CLEAT DRAWING TITLE - / ' DATE: A P R I L 18, 2023 SHINGLES HELD SACK" ROOF DECK PROJECT No: ROOF SYSTEM EXTENDED ABOVE" DRAWN BY: M B L/J M TRANSITION- CHECKED BY: MBL §TARTE r - _ r R.'FIP,ST COURSE SHALL COVER' DWG No: BASE FLASHING - A-900.00 5 LOW-SLOPE TO STEEP-SLOPE ROOF 6 FLASHING AT SCUPPERS SEAL BHT 17 OF 20 SCALE:N.T.S. SCALE:N.T.S. BUILONG DEPT. USE LEGEND : GENERAL NOTES STRUCTURAL STEEL I`JOTES: ABBREVIATIONS 1. WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT REASONABLY IMPLIED TO BE SIMILAR TO 1. ALL WIDE FLANGE MEMBERS SHALL CONFORM TO ASTM STANDARD A-992 WITH AB ANCHOR BOLT THAT SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED. A MINIMUM YIELD STRENGTH OF 50 KSI UNLESS SPECIFICALLY INDICATED AESS ARCHITECTURA'_LY EXPOSED STRUCTURAL STEEL OTHERWISE ON THE DRAWINGS. CJ CONTROL JOINT 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE STRUCTURAL DRAWING EJ EXPANSION JOINT WITH THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. IN CASE OF CONFLICT 2. ALL SQUARE AND RECTANGULAR TUBING MEMBERS SHALL CONFORM TO ASTM EE EACH END BETWEEN THE STRUCTURAL DRAWINGS AND DRAWINGS RELATED TO OTHER TRADES, THE STANDARD A 500 WITH A MINIMUM YIELD STRENGTH OF 46 KSI UNLESS EF EACH FACE CONTRACTOR SHALL MAKE ALLOWANCE IN HIS BID FOR THE MORE STRINGENT REQUIREMENTS. SPECIFICALLY INDICATED OTHERWISE ON THE DRAWINGS. EW EACH WAY CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND THE DRAWINGS OF OTHER TRADES SHALL EOS EDGE OF SLAB NOT BE REASON FOR ANY EXTRA COST OR DELAY IN THE EXECUTION OF THE WORK. 3. ALL ROUND PIPE MEMBERS SHALL CONFORM TO ASTM STANDARD A-53 TYPE-E HSS HOLLOW STRUCTURAL STEEL OR TYPE S WITH A MINIMUM YIELD STRENGTH OF 35 KSI UNLESS SPECIFICALLY IF INSIDE FACE 3. IN ANY CASE OF CONFLICT BETWEEN THE NOTES, DETAILS AND SPECIFICATIONS, THE MOST RIGID INDICATED OTHERWISE ON THE DRAWINGS. LW LONG WAY REQUIREMENTS SHALL GOVERN. NFP NO FiREPR00FING 4. ALL CHANNELS, ANGLES, BASE PLATES, GUSSET PLATES, AND COLUMN CAP NITS NOT TO SCALE 4. CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL of PLATES SHALL CONFORM TO ASTM STANDARD A36 UNLESS OTHERWISE NOTED. OC ON CENTER THE ARCHITECT AND/OR STRUCTURAL ENGINEER. SIM SIMILAR 5. SHOP AND FIELD CONNECTIONS NOT SPECIFICALLY DETAILED ON THE DRAWINGS SOG SLAB ON GRADE MAY BE BOLTED OR WELDED. STL STEEL 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE BASED UPON THE AVAILABLE INFORMATION AND T&B TOP AND BOTTOM SHALL NOT BE USED FOR ORDERING AND/OR FABRICATING MATERIALS. THE CONTRACTOR SHALL 6. ALL STEEL DETAIL S AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE TOG TOP OF CONCRETE FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO ORDERING AND/OR FABRICATIPJG MATERIALS. AISC SPECIFICATIONS, LATEST EDITION. TOS TOP OF SLAB TOSTL TOP OF STEEL 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BY MEASUREMENTS AT THE JOB 7. ALL BEAM TO GIRDER SHEAR CONNECTIONS SHALL BE TWO SIDED WEB ANGLE TOW TOP OF WALL SITE AND SHALL TAKE ANY AND ALL OTHER MEASUREMENTS NECESSARY TO VERIFY THE DRAWINGS CONNECTIONS PER AISC SPECIFICATIONS, LATEST EDITION. LION UNLESS OTHERWISE NOTED AND TO PERFORM HIS WORK PROPERLY, VIE VERIFY IN FIELD 8. ALL BEAM TO GIRDER CONNECTIONS, UNLESS SHOWN OTHERWISE, SHALL BE BOLTED WP WORKING POINT 7. THE CONTRACTOR SHALL EXPOSE THE EXISTING CONSTRUCTION, VERIFY AND CHECK FIELD CONNECTIONS USING 3/4" DIAMETER A325 BEARING BOLTS IN STANDARD HOLES, OR WWF WELDED WIRE FABRIC DIMENSIONS CF ALL EXISTING MEMBERS PRIOR TO THE PREPARATION OF SHOP DRAWINGS. IN THE SLIP CRITICAL BOLTS IN OVERSIZED OR SLOTTED HOLES. ALL BEAM AND GIRDER EVENT THAT EXISTING CONDITIONS OR DETAILS OF CONSTRUCTION VARY FROM THOSE SHOWN ON CONNECTIONS, UNLESS SHOWN OTHERWISE, SHALL BE AT LEAST CAPABLE OF DEVELOPING THE STRUCTURAL DRAWINGS AND DETAILS, THE CONTRACTOR MUST MAKE NECESSARY SKETCHES THE ULTIMATE REACTIONS SHOWN ON THE PLAN. SHOWING THE EXISTING CONDITIONS AND, SUBMIT THE SAME TO THE ARCHITECT AND ENGINEER FOR REVIEW AND RESOLUTION, 9. ALL COLUMN TO GIRDER OR BEAM CONNECTIONS SHALL BE BOLTED CONNECTIONS USING 3/4" DIAMETER, OR SLIP CRITICAL (TYPE A-325), UNLESS OTHERWISE NOTED. 8. CONTRACTOR SHALL ALLOW FOR THE COST OF OPENING AND EXPOSING EXISTING STRUCTURAL FRAMING TO VERIFY AND MEASURE THE EXISTING CONDITIONS AND MEMBERS. 10. ALL WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE WITH A.W.S. SPECIFICATIONS, LATEST EDITION. ALL WELDING ELECTRODES SHALL 0 1 BUILDING D E PT. SUBMISSION 4/1 6/2 5 9. MATERIALS AND EQUIPMENT SHALL BE STORED AND TRANSPORTED IN A MANNER COMPATIBLE WITH CONFORM TO A.W.S. A5.1 GRADE E - 70. BARE ELECTRODES AND GRANULAR FLUX THE ALLOWABLE FLOOR LOADINGS. SHALL CONFORM TO A.W.S. A5.17, F7 0 A.W.S. FLUX CLASSIFICATION, No. REVISION/SUBMISSION DATE 10, FOR WATERPROOFING DETAILS AND LOCATIONS, SEE ARCHITECTURAL DRAWINGS. 11, CUTS, HOLES, COPES, ETC. REQUIRED FOR WORK OF OTHER TRADES SHALL BE SHOWN / OSTRUCTURA SHOP TDRAWINGS MEMBERSAND INATDHEIFIELD WILLN THE OPJOTCBESPOERMIUTR BURNING OF HOLES IN glvE s°UTK 11. FOR LOCATION OF FLOOR DRAINS, CURBS, CONCRETE PADS AND FLOOR DEPRESSIONS, ETC. SEE S��ITx D ARCHITECTURAL AND MECHANICAL DRAWINGS. 12. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 UNLESS OTHERWISE NOTED. 12, ALL CONSTRUCTION SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THE 13. ALL FIELD SPLICES AND CONNECTIONS SHALL BE WELDED OR BOLTED USING HIGH BUILDING CODE OF THE STATE OF NEW YORK, LATEST EDITION AND REVISIONS. STRENGTH BOLTS. 13. CONTRACTOR .ALONE SHALL BE RESPONSIBLE FOR THE SAFETY OF THE EXISTING STRUCTURES r d ° 14. SPLICES SHALL BE DESIGNED TO DEVELOP THE FULL CAPACITY OF THE MEMBER y� DURING THE ENTIRE CONSTRUCTION OF ADDITIONS TO AND/OR ALTERATIONS OF THE EXISTING AT THE POINT OF SPLICE UNLESS OTHERWISE NOTED. MEMBERS SHALL NOT BE STRUCTURE AND SHALL TAKE ADEQUATE PRECAUTION TO PREVENT DAMAGE TO THE EXISTING SPLICED AT THE POINTS OF MAXIMUM STRESS. �o STRUCTURAL AND ARCHITECTURAL ELEMENTS. IF ANY DAMAGE TO SAME ELEMENTS OCCURS, IT 90 SHALL BE RECTIFIED TO THE ENTIRE SATISFACTION OF OWNER AT NO EXTRA COST TO THE OWNER, 15. ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER 14. THE CONTRACTOR SHALL PERFORM ALL WORK (INCLUDING DEMOLITION & ERECTION) WITH DUE SHALL BE THE SOLE JUDGE OF ACCEPTABILITY AND THE CONTRACTORS BID SHALL .a IN ANY REGARD TO LIFE AND PROPERTY IN THE VICINITY OF THE WORK AREA. CONTRACTOR ALONE SHALL INCLUDE THE COST OF THOSE SPECIFIC DETAILS SHOWN ON THE DRAWINGS. BE RESPONSIBLE FOR PROTECTION OF SAME FROM ANY HARM OR DAMAGE DURING THE ENTIRE EVENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF ANY ALTERNATE s a CONSTRUCTION AND/OR ALTERATION, ANY HARM OR DAMAGE SHALL BE RECTIFIED TO THE ENTIRE DETAILS WHICH HE PROPOSES. THE CONTRACTOR SHALL INCORPORATE THE APPROVED ° SATISFACTION OF OWNER AT NO ADDITIONAL COST TO OWNER. ALTERNATE DETAIL AT f,JO EXTRA COST TO THE OWNER. 15. CONTRACTOR S RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS IN 16. ALL WELDS NOT SPECIFICALLY CALLED OUT SHALL BE AT LEAST THE MINIMUM WELD THE VICINITY OF WORK. SIZE AS SPECIFIED BY THE AISC MANUAL OF STEEL DESIGN, LATEST EDITION. 17. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND 16. CONTRACTOR MUST PROVIDE ADEQUATE SHORING AND/OR TEMPORARY SUPPORT WHEREVER MECHANICAL DRAWINGS AND DRAWINGS RELATING TO OTHER TRADES. THE CONTRACTOR REQUIRED TO THE EXISTING AND \EW STRUCTURES DURING THE ENTIRE CONSTRUCTION PERIOD. SHALL BE RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, CLEARANCES, ETC. WITH THE WORK OF OTHER TRADES. KEY PLAN 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE INTERIOR OF THE BUILDING AND ALL CONTENTS FROM WEATHER OR ANY OTHER ELEMENTS THAT COULD CAUSE DAMAGE, 18. ALL WORK SHALL CONFORM WITH REQUIREMENTS SHOWN ON THE ARCHITECTURAL Y 212.288.7120 AND MECHANICAL DRAWINGS. 1 973.242.2626 18. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETY OF ADJACENT r x 973.242.2676 STRUCTURES. 19. ALL STEEL MEMBERS INCLUDING COLUMNS, BEAMS AND ATTACHMENTS FOR SHELF kr.= ANGLE SUPPORT AT THE PERIPHERY OF THE BUILDING SHALL BE SHOP PAINTED. , :� s44 Broad Street y.. 19th Floor 19. ALL WORK SHALL HAVE CONTROLLED INSPECTION CONFORMING TO BUILDING CODE OF THE STATE Jewark, NJ 07102 OF NEW YORK, 2020 REQUIREMENTS. CONTROLLED INSPECTION SHALL BE BY AN INDEPENDENT 20. ALL STEEL MEMBERS WHICH ARE TO BE ENCASED IN CONCRETE OR TO RECEIVE cc t i v e d e s i g n g r o u p TESTING AGENCY HIRED BY THE OWNER. SPRAYED ON FIREPROOFING SHALL NOT BE PAINTED. ALL OTHER STEEL MEMBERS, PLATES, CONNECTIONS, ACCESSORIES, AND MISCELLAIJEOUS MATERIAL SHALL RECEIVE ENGINEER 20. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING THE COMPLETE LAYOUT AND DETAILS ONE COAT OF PAINT, ZINC OR BITUMINOUS COATING OR EQUIVALENT METAL PROTECTION OF ALL STRUCTURAL WORK TO BE PERFORMED. THE CONTRACTOR MAY NOT PERFORM WORK BEFORE ERECTION AS SPECIFIED. PARTS OF STRUCTURAL STEEL LEFT UfJPAINTED BACON LANE ARCHITECT UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. BECAUSE OF WELDING, OR BOLTING SHALL RECEIVE A FIELD APPLICATION OF METAL 3 7 B K E N T ROAD SOUTH PROTECTION. C O R N WA L L BRIDGE, CT 21. THE CONTRACTOR SHALL SUBMIT THE WELDING PROCEDURE TO EXISTING STEEL FOR ENGINEERS APPROVAL. TENANT NOTES 06754 (2 O 1 ) 6 9 7-5 7 7 4 22. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LANDLORDS RULES AND 1. CONSTRUCTION WORKERS SHALL HAVE THEIR OWN SANITARY FACILITIES. ARCHITECT REGULATIONS. 2. CONTRACTOR SHALL PERFORM WORK IN A MANNER THAT WILL LIMIT NOISE. S A L I C E 23. ALL CONTRACTORS ARE REQUIRED TO EXAMINE THE DRAWINGS AND SPECIFICATIONS CAREFULLY, 2120 CROWN LAND L N VISIT THE JOB SITE AND FULLY INFORM THEMSELVES To ALL EXISTING CONDITIONS AND 3. THERE SHALL BE NO DEBRIS OR DUST IN THE PUBLIC AREAS OF THE BUILDING. LIMITATIONS PRIOR TO SUBMITTING THEIR PROPOSAL. FAILURE TO VISIT THE SITE AND NOT BEING C U T C H O G U E , NY FAMILIAR WITH THE EXISTING CONDITIONS AND LIMITATIONS WILL IN NO WAY RELIEVE THE 4. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE REQUIREMENTS OF ARTICLE 19 "SAFETY SUCCESSFUL BIDDER FROM FURNISHING ANY MATERIALS OR PERFORMING ANY WORK THAT MAY OF PUBLIC AND PROPERTY DURING CONSTRUCTION OPERATIONS" AND SHALL BE HELD CLIENT BE REQUIRED TO COMPLETE WORT; IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS RESPONSIBLE FOR THE SAFE MAINTENANCE AS PRESCRIBED THEREIN UNTIL COMPLETION OF THE WITHOUT ADDITIONAL COST TO THE OWNER. WORK. 1 420 SMITH DR . S . BUILDING DEPARTMENT 5. WHILE WORK IS IN PROGRESS, IF ASBESTOS OR LEAD IS DISCOVERED, ALL WORK SHALL STOP S O U T H O L D , N Y IMMEDIATELY, ENGINEER AND ASBESTOS INVESTIGATOR SHALL BE CONTACTED. 1. ALL WORK SHALL. BE DONE IN COMPLIANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. 6. THE BUILDING SHALL BE MAINTAINED IPJ A STRUCTURALLY SOUND CONDITION AT ALL TIMES. WHILE WORK IS IN PROGRESS, IF ANY STRUCTURAL MEMBERS ARE DISCOVERED DAMAGED OR DAMAGED BY PROJECT 2. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO COMMENCING WORK. THE WORK, ALL WORK SHALL STOP IMMEDIATELY AND ENGINEER SHALL BE CONTACTED. 3. ENGINEER NOT RESPONSIBLE FOR CONSTRUCTION SUPERVISION. 7. ALL NOTES, DIMENSIONS, DETAILS AND JOB CONDITIONS ARE TO BE CHECKED AND VERIFIED, ANY 4. ENGINEER LIABILITY LIMITED TO THE AMOUNT OF HIS FEE, DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO STRUCTURAL COMMENCEMENT OF WORK. 5. NO BEAMS TO BE CUT OR NOTCHED. TENANT SAFETY FJOTES: GENERAL NOTES 6. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF THE 1. ALL WORK SHALL BE CONFINED TO THE PROJECT SCOPE ONLY AND WILL NOT CREATE DUST, CONSTRUCTION SAFETY ACT OF 1970 AND THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 DIRT OR OTHER SUCH INCONVENIENCES. DRAWING TITLE INCLUDING ALL REVISIONS TO DATE. DATE: ARRIL 1 B, 2023 7. THE CONTRACTOR SHALL PREPARE AND SUBMIT ALL APPLICATIONS TO AUTHORITIES AND OBTAIN ALL 2. CONSTRUCTION WILL NOT BLOCK HALLWAYS IN TERMS OF EGRESS FROM THE BUILDING. PROJECT No: 231 1 -O 1 NECESSARY PERMITS AND INSPECT THE SITE PRIOR TO COMMENCING ANY WORK, AND COMPLETE 3. CONSTRUCTION WILL NOT INVOLVE INTERRUPTION OF HEAT OR ELECTRICAL SERVICE TO DRAWN BY: M B L/J M ALL TESTS AND PAY ALL NECESSARY FEES. TENANTS. CHECKED BY: M B I- 8. THE CONTRACTOR SHALL OBTAIN INSURANCE IN ACCORDANCE WITH BUILDING DEPARTMENT 4. THE PREMISES SHALL BE OCCUPIED DURING THE COURSE OF THE WORK. DWG No: REQUIREMENTS ADD SHALL INCLUDE HOLD HARMLESS CLAUSE FOR BUILDING, TENANT, ENGINEER. S-001 .00 9. CONTRACTOR WILL NOTIFY ENGINEER IN WRITING PRIOR TO 'CLOSING UP" ROUGH CONSTRUCTION FIREPROOFING NOTES SEAL SHT 7 g OF 20 SO THAN CONTROLLED INSPECTION ITEMS MAY BE SEEN. 1. ALL NEW STRUCTURAL STEEL MEMBERS SHALL BE FIREPROOFED - REFER TO ARCHITECTURAL REQUIRMENTS. BUILDNIS DEPT. USE LEGEND : HSSx3x 16"POST CONT.TO 2ND FL CEILING Q L — 2: X — — — — — — — — — — — - HSSx3x 16"POST CONT.TO 2ND FL CEILING 3 Q Q FK S101 xL _ ---------Q -------------- — — — — =_ — — _— HSSx3x 5� POST z _ ---- ----------_--__ z o HSSx3x 16'POST iSSx3x 5"POST 2 FASTENERS @ HSSx3x 5"POST is is ONT.TO 2ND FL C° ,' ' — — — — — f`' CONT.TO 2ND FL ,ONT.TO 2ND FL - EVERY JOIST CONT.TO 2ND FL CEILING n i' i'_ _ _ _ — a, o = CEILING "EILING I I CROSSING CEILING — — — — — — — — �— — — - ------------- ------------ r-----------------------ice — — — — — — -----------------------, I I BUILDING N' - — PERIMETER - I — — — — — — — — — — — — w — — — — WALL(TYP.) I I I I CD LIL I I I m l m ADD ADD — — — — - - - - - - - - — - f- - - - - - - -L ------- BLOCKING BLOCKING o I I I I 21 I I ! I I I I -- - - - - - �I - - - - - - - - - - - - - - L- - - - - - - I I I 1 I I - - - - - - - - - - - - - - - - - - - - - - - - - I I I I 1 I I I i I I - -- - - - - - - - - - - - - - - - - - - - - j- - - - - - ! I I I I I HTTH65 HOLDOWN I I I I I I I I I I I I I I I I Q• I I I I I I I - I I 0 ¢ 3 I I I I I _ - _ - - - -�?- - - - - - - _ - - _ LJ I I I I I I I I ! I I I I I I I I I I I I I I I I I c1PART. SECOND FLOOR FRAMING I I ! I I ( I I 01 BUILDING DEPT. SUBMISSION 4/16/25 r SCALE:1/4"=V-0" I I I I I I I I I I I No. REVISION/SUBMISSION DATE so�TE� I I I I I I I I I I I I I I I i I I I I I I I I I I I SMITa DRwE � I I I I I I I I I l l l l l l l i f l l l l l l l I I I I I I I I I I I `tir.556 Y� �O (2) 2"0 BOLTS NUTS EACH SECOND FLOOR CEILING/ATTIC FRAMING 9d STRAP (Z 12 GA x 4" WIDE 5{"0�° 0.� O� L 4" THK. CAP PL. WELDED 2ND FLOOR CEILING JOIST 4" / �i' - l I I / 2 #10x 12" L SCREWS AT EACH INTERSECTION. PRE—DRILL PILOT HOLES (FILED DRILL) i KEY PLAN I I AvN%L Y 212,288.7120 973.242.2626 x 973.2422676 I I `�D u " 44 Brood Street 19th Floor //—HIS POST, SEE PLAN ework, NJ 07102 active design group —1 I ENGINEER 3 SECTION BACON LANE ARCHITECT SCALE: 1 1/2"=1'-0" 378 KENT ROAD SOUTH CORNWALL BRIDGE, CT 06754 ( 201 ) 697-5774 I ARCHITECT HUT AND FENDER WASHER EACH SIDE HIS POST NEW POST ABOVE S A L I C E I I (SEE PLAN) 4" THK. PL. I I (SEE PLAN) 2120 CROWN LAND L N 1 (2) Z' THK. PL. % (2) a"0 AHCHOR BOLT (2)— 2"TX3"WX8„D DRILL & EPDXY WITH C U T C H O G U E , NY 4 � PLATE HILTI HY-200 MIN. 5/16 CLIENT 8" EMBED " REFER TO ARCH / %"TX8"D 2ND FLOOR DWGS FOR TOP OF PLATE I I STEEL ELEVATION ----- ------------------ --------------------- 1 420 SMITH DR . S . I I ------------------------- S O UTH O LD , NY 2 2" I I Q I I � I I I I � I I _ \ PROJECT ----------- -L I ------------------------ I I I HIS CANTILEVER 00 BEAM, SEE PLAN NUT AND FENDER SOLID SAWN WASHER EACH SIDE (TYP.) LUMBER X s"0 THREADED ROD, INSTALL CAP AND SEAL END (BY OTHERS) LLJ STRUCTURAL PLANS THRU—ROD & WASHER & NUTS —HIS POST, SEE PLAN - ---- --- ---------------------------- --- ---- A N D DETAILS LOOSE BEFORE INSTALLING POST SOLID BLOCKING I I 1Y2 11" FOR HIS 5x5 POST 1� op TH K. PL. TYP. 9 FOR HSS 6x3 POST TYP. DRAWING TITLE DATE: APRIL 18, 2023 NEW HSS COLUMN CONNECTION TO FOUNDATION WALL PROJECT No: 23 1 1 -❑ 1 DRAWN BY: MBL/JM SECTION � SCALE:3"=1'-0" 4 CHECKED BY: M B L s-101.00 SCALE: 11/2"= 1'-0" 5 SECTION DWG No: SCALE: 1 1/2"= V-0" NOTE: -• 7 •�•� 1. NEW HIS POSTS NEED TO BE SHORED TEMPORARY BRACED DURING CONSTRUCTION. SEAL BHT 19 OF 20 BUILDNG DEPT. USE LEGEND : 5'-102" 5'-82' PLUMBING FIXTURE SCHEDULE 5'-02" L # ITEM COMMENTS o a TOTO AP WASHLET+ SP7 WALL HUNG. SEE TECHNICAL DATA SHEET. I N 7 00 O "' `0 ❑2 VANITY/SINK TBD BY OWNER 3 03 FAUCET TBD BY OWNER 7 OO ° ° Cn ® BATH 2 ® UNDERMOUNT SINK TBD BY OWNER ® 00 10 o ] FAUCET TBD BY OWNER a a © TUB TBD BY OWNER ❑7 FLOOR MOUNTED FAUCET TBD BY OWNER 0 [ T 5'-10211 61.12 01 FLOOR DRAIN TBD BY OWNER 12 "' 11 [9 SHOWER HEAD TBD BY OWNER �C 3 I 10 VANITY/ SINK TBD BY OWNER 0 0 ° = 0 3'-6' Q 3 11 TUB TBD BY OWNER 75 Z 01 BUILDING DEPT. SUBMISSION 4/16/25 5'-02" w 12 TUB SHOWER HEAD / FAUCET/ DRAIN TBD BY OWNER _ BATH 3 J No. REVISION/SUBMISSION DATE � r m �'r ® 1 `r IT 1 o OO ° 7 8'_3211CD ° Iz1� DRIVE SOUTA SM u: `1g559 Q RO ° L 1 PART. PLAN 2ND FL. BATHROOMS ��o titre PART. PLAN MASTER BATHROOM 1 SCALE: 1/2"=1'-0" 5'-0" N G 2 KEY PLAN r 1❑ 9 Y 212.288.7120 r�N _ 973.242.2626 co ° 1 x 973.242.2676 3 2 44 Broad Street 19th Floor 21_3" ewark, NJ 07102 active design group ENGINEER 7'-0" cv 8 _ 9❑ BACON LANE ARCHITECT 378 KENT ROAD SOUTH CORNWALL BRIDGE, CT 06754 (201 ) 697-5774 PART. PLAN 1/2 BATHROOM PART. PLAN BATHROOM 1 ARCHITECT 3 SCALE:1/2"=1'-0" � SCALE:1/2"=1'-0" SALI C E 2120 CROWN LAND LN -- — — — --_ — CLITCHOGUE , NY CLIENT LAV LAV TL I TL 777 77 TUB I 1420 SMITH DR . S . C SHOWER SECOND FLOOR - - ` DRAIN S O U T H O L D , NY PROJECT BATH 2 I BATH 3 BATHROOM PLANS , SCHEDULE AND � PLUMBING RISER DIAGRAM LAV LAV LAV I LAV DW SINK SINK DW WM DRAWING TITLE TUB TL TL 7,7 TL TUB TL 77F DATE: APRIL 1 B, 2023 - FIRST FLOOR SHW - - - - - 1 - - PROJECT No: 231 1 -01 DRAWN BY: M B L/J M CHECKED BY: MBL S DWG No: - MASTER BATH BATH 1 CONNECT TO HOUSE MAIN 1/2 BATH KITCHEN MUDROOM P_'� 00 DRAIN LINE TO SEPTIC SEAL SHT 20 OF 20 PLUMBING RISER DIAGRAM N.T.S. BUILDNIS DEPT. USE