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HomeMy WebLinkAbout50751-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT p 's TOWN CLERK'S OFFICE SOUTHOLD, NY :. :. .z.- 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#: 50751 Date: 5/28/2024 Permission is hereby granted to: Goldman Shannon POBOX 346 _ .........._._.�._._. wwwww_......_aaaaa..�._ __.. wwwwwwww....._�.... ..��......._..._.. Peconic NY 11958 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA, Trustees, DEC & SCHD approvals. At premises located at: 100 Salt Marsh Ln, Peconic SCTM # 473889 Sec/Block/Lot# 68.-3-11.1 Pursuant to application dated _4/11/2024_ and approved by the Building Inspector. To expire on 11/27/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $898.00 CO-ADDITION TO DWELLING $100.00 ------------- Total: $998.00 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 hii ��wN, atNd1a � , Date Received APPLICATION FOR BUILDING PERMIT E For Office Use Only PERMIT NO. Building Irraecrr ___.........-_ .,ni W' Applications and forms must be filled out in their entirety.Incompletei , applications will not be accepted. Where the Applicant is not the owner,an , Owner's Authorization form(Page 2)shall be completed. Date: 0 ql // ;L(( OWNER(S)OF PROPERTY: Name:Deborah McKeand & Shannon Goldman SCTM#1000-68-3-11 .1 Project Address:1 00Salt Marsh Lane, Peconic NY 11958 Phone#:917.691 .9159 Email:deb@worktablenyc.com Mailing Address:PO BOX 346, Peconic NY 11958 CONTACT PERSON: Name:Deborah McKeand Mailing Address:PO BOX 346, Peconic NY 11958 Phone#:917.691.9159 Email:deb@worktablenyc.com DESIGN PROFESSIONAL INFORMATION: Name:Kramer + deConciliis Architecture, Meryl Kramer Mailing Address:PO BOX 1600, Southold NY 11971 Phone#:631 .477.8736 Email:meryl@mkarchitect.com CONTRACTOR INFORMATION: Name:Gabrielsen Building, Tom Gabrielsen Mailing Address:PO BOX 301 , Jamesport NY 11947 Phone#:631 .335.8197 Email:gabrielsenbuilding@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition *Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $700K Will the lot be re-graded? ❑Yes 9 No Will excess fill be removed from premises? ❑Yes ' No A gr4d107 q a/rc adLf cvvft p -d wALA nuU Sep4-s G s yC"--* , 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential this property? iRYes ❑No IF YES,PROVIDE A COPY. 9 Chews 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 lavers,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 210.4s of the New York State Penal Law. Application Submitted By(print ame):Deborah L McKeand ❑Authorized Agent 19Owner Signature of Applicant: gate; ? GONNI 1 . Uhl H Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 Qualified in Suffolk County COUNTY OF Suffolk SS: Commission Expires Aprll 14,2�v ) Deborah L McKeand being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the owner (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 N 6AIn d) day of 1 20 a 4 a'T ►� '—� Notary Public (Where the applicant is not the owner) ....., 1, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 TNOTES: `�J� GENERAL NOTES: FOUNDATION C/`� GIRDER AS SPECIFIED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAAS PER NYS RESIDENTIAL CODER 301.2.1 A1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN THE CONTRACTOR IS TO VERIFYALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO j / ACCORDANCE WITH THE NEW YORK STATE UNIFORM THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. BLOCKING PER ULTIMATE ICE SHIELD UNDERLAYMENT BUILDING CODE,AND THE NEW YORK STATE ENERGY Issue Date: Set: MANUFACTURES SPEC. GROUND SNOW LOAD WIND SPEED (MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS CONSERVATION CODE,AND LOCAL AUTHORITIES. 1 - ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. 1/10/22 Structural Engineer JOIST AS SPECIFIED 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 2-ALL REBAR ASTM A-615 GRADE 60. 1/25/22 Structural Engineer ( ) 4/2/24 Building Permit VERIFIED BY CONTRACTOR 5 PRIOR TO START OF ° METAL HANGER PER 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 CONSTRUCTION AND ORDERING OF MATERIALS. THIS A SOIL 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE MANUFACTURES SPEC. BEARING ICAPACITY OF TWO(2)TSFON HAS BEEN DA DR GRADES INSTALLED A MINIMUM OF T BELOW GRADE UNLESS INDICATED OTHERWISE. LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3" Nail lzes LIGHT WOOD-FRAME WALL THESE CONDITIONS ARE MET. ALL FILL BENEATH BELOW THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH Typical Joist Hanger Joint Description (common nails U.O.N. Nail Spacing CONCRETE SLABS TO BE COMPACTED TO 95% WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. 11 RELATIVE DENSITY. Not To Scale ROOF FRAMING PLYWOOD OPENINGS PROVIDE FLASHING AT ALL ROOF BREAKS, 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. Rafter to Top Plate(Toe-nailed) 3-8d per rafter PROTECTION;THICKNESS CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS Ceiling Joist to Top Plate(Toe-nailed) 3-8d perjoist DEPENDS ON WINDOW AND DECKS ETC. RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. Ceiling Joist to Parallel Rafter(Face-nailed) 3- 16d each lap OPENING WIDTH (1) 4. DO NOT SCALE DRAWINGS.RAFTER 1 Ceiling Joist Laps over Partitions(Face-nailed) 4- 16d each lap 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING � r •� (1)SIIMPSON H2A STRAPPER I t' Collar Tie to Rafter(Face-nailed) 2-8d per tie 5. DESIGN CONSULTANTS OR RECORD ARCHITECT EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARINGCAPACITY OF LESS THAN 2 TONS PER SQUARE FOOT. RAFTER w/(12)8d COMMON NAILS Blocking to Rafter(Toe-nailed) 2-8d each end -ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF (1)CSHP18 METAL STRAP Rim Board to Rafter(End-nailed) 2- 16d each end NOTE: IN LIEU OF SCREWS, THIS CONSTRUCTION PROJECT.FEDERAL, STATE AND 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. WALL PLATES LUGS WITH NUTS AND PER STUD w/(s)8D LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL STUD WALL WALL FRAMING WASHERS MAY BE USED 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MAXIMUM. END LENGTH Top Plate to Top Plate(Face-nailed) 2- 16d 1 per foot COMMON NAILS PER 10" _ BE THE RESPONSIBILITY OF THE CONTRACTOR. 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. Top Plates at Intersections(Face-nailed) 4- 16d joints-each side 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO SEE FACILITATE CONSTRUCTION AND SHALL NOT BE Stud to Stud Face-nailed 2- 16d 24"O.C. DETAIL CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 11 -BACKFILLALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS ASTM D 2487 AND IS TO BE `��ER ARC ( ) A OWNER. MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. ( ) 's L K Rafter/Plate/Stud Connection Header to Header(Face-nailed) 16d 16'o.c. along edges 1 Not To Scale 7. THIS STRUCTURE HAS BEEN DESIGNED IN 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 t Top or Bottom Plate to Stud(End-nailed) 2- 16d per 2x4 stud ACCORDANCE WITH THE NEW YORK STATE REBAR DOWELS. 2- 16d per 2x6 stud ENERGY CONSERVATION CODE. SUGGESTED UNDERPINNING PROCEDURES: 2- 16d per 2x8 stud FRAMING 8. CONTRACTOR SHALL OBTAIN ALL PERMITS 1,2 A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. ��. 02 pQ' Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2- 16d per foot 3"No.8 SCREWS 12"O.C. 9. DIMENSIONS,ELEVATIONS,MEMBER SIZES,AND 0 (Face-nailed) DETAILS OF EXISTING STRUCTURE SHOWN IN THE B)EXCAVATE SMALL EXPLORATORY PITAT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. F NEW DRAWINGS ARE BASED ON LIMITED FIELD INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. FLOOR FRAMING MEASUREMENTS AND MAY NOT BE ACCURATE. THE N WALL STUD --- - j \- WASHER(TYP.) CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE Joist to Sill ,Top Plate or Girder(Toe-nailed) 4-8d per joist CONDITIONS OF THE EXISTING CONSTRUCTION AT THE AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS Bridging to Joist(Toe-nailed) 2-8d each end JOB SITE PRIOR TO FABRICATION OR CONSTRUCTION. NECESSARY. Blocking to Joist(Toe-nailed) 2-8d each end 1/2"PLYWOOD ANY DEVIATIONS FOUND IN THE FIELD FROM WHAT IS Z ANCHOR BOLT Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block SHOWN ON THE DRAWINGS SHALL BE REPORTED IN D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS.E)INSTALL KEY WAY Drawin Legend: Q 4'O.C. TYPICAL Ledger Strip to Beam Face-nailed 3-16d each joist WRITING TO THE ARCHITECTAND ENGINEER PRIOR TO BETWEEN SECTIONS.ALLOW 7 DAYS CURING. 9 a_ . (TYPICAL) g P ( ) j GLASS U) II • 12" FROM CORNERS Joist on Ledger to Beam(Toe-nailed) 3-8d per joist FABRICATION OR CONSTRUCTION. F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. ' - - - - - , Wall To Be Removed I Q- FLOOR JOIST w/0.229"x3"x3" Band Joist to Joist(End-nailed) 3- 16d per joist 10. THE STRUCTURAL ELEMENTS OF THE PROJECT Existing Wall To Remain ui t . BEARING PLATES, Band Joist to Sill or To Plate Toe-nailed 2- 16d 1 G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE (TY ) p ( ) per foot PLASTIC-COATED HAVE BEEN DESIGNED FOR THE SPECIFIED VERTICAL MOVEMENT AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. New Wall U PERMANENT WOOD AND LATERAL FORCES ACTING ON THE COMPLETED ROOF SHEATHING SCREW ANCHORS BUILDING. IT IS THE RESPONSIBILITY OF THE 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR r_�� Existing P.C.Foundation Wall GLASS CONTRACTOR TO DESIGN AND PROVIDE ALL REQUIRED THREE FEET FROM NEW WALL Structural Panels 8d SEE NAILING SCHEDULE .SHORING AND BRACING NEEDED DURING New P.C.Foundation Wall iv WALL STUD 1/2"PLYWOOD CONSTRUCTION TO MAINTAIN THE STABILITYAND SAFETY OF THE PARTIALLY-COMPLETED STRUCTURE Existing CMU Foundation Wall Header & Post Tie Downs Diagonal Board Sheathing FRAMING AND FOR CONSTRUCTION LOADINGS THAT EXCEED THE (1)CSHP18 METAL $ 1"x 6"or 1"x 8" 2-8d per support I, SPECIFIED DESIGN LOADS. New CMU Foundation Wall STRAP PER STUD Not To Scale p pp w/ 8 8D COMMON 1' x 10"or wider 3-8d per support 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS FRAMING NOTES: Lines Above NAILS PER END SHALLAPPLY TO ALL SITUATIONS OCCURRING ON THE THE CONTRACTOR IS TO VERIFYALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE:BROUGHT ----------- Lines Below CEILING SHEATHING ,-WASHER(TYP.) PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. -._._._ Guidelines SPECIFICALLY DETAILED. THE APPLICABILITY OF THE - Gypsum Wallboard 5d 7"edge/10"field ' TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OF WOOD FRAMING THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL 2 Stud Straps @Second Floor Box � � APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH 1.ALL LUMBER IS TO BE N0.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: 101 Door Tag 3"No. 8 SCREWS 12"O.C. FB=900 PSI Not To Scale WALL SHEATHING LOCATION IN THE DRAWINGS. FV=180 PSI Structural Panels 8d (see detail 10/A002) DETAIL A-TYPICAL ATTACHMENT o 12. AT TIMES THE CONTRACTOR SHALL BE SOLELY FC PERP- - Window Tag 625 PSI 101 OF PLYWOOD OPENINGS E=1,600,000 PSI Fiberboard Panels PROTECTION TO WOOD-FRAME RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE (1)CSHP18 METAL 7/16" 6d 3"edge/6"field BUILDING INCLUDING SAFETY OF PERSONS AND PROPERTY. THE 2•ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW FB=2,900 PSI STRAP PER STUD Section X, ' w/(8)8D COMMON 25/32" 8d 3"edge/6"field OF WORK DOES NOT INCLUDE THE ADEQUACY OF THE FV=290 PSI Sheet A-XXX ALTERNATE TO 120 MPH CERTIFIED CONTRACTOR'S MEANS OR METHODS OF NAILS PER END Gypsum Wallboard 5d 7"edge/10"field CONSTRUCTION. FC PERP=750 PSI 2 1/2" WINDOW INSTALLATION: PLYWOOD PANEL E=2,000,000 PSI IN. • Hardboard 8d (see table 3.9) WINDOW AND DOOR PROTECTION FOR Xt'x- Detail Tag e Particleboard Panels 8d (see table 3.9) 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Diagonal Board Sheathing WOOD FRAMED BUILDINGS FB=2,800 PSI FV=290 PSI x j -"-- Elevation Ta E=2,100,000 PSI x - 1"x 6"or 1"x 8" 2-8d per support FC PERP=740 PSI x g ANCHOR BOLTS 1"x 10"or wider 3-8d per support BEAM-1 'TH 1/2"'THD IA.ROUGH-BOLTS w/0.229"x3"x3" 4.ALLANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: THROUGH-BOLTS FLOOR SHEATHING - w/WASHERS I BEARING PLATES, ---. - FB=3,000 PSI x Axxx x Interior Elevation Tag l (TYP.) Structural Panels FC PERPP I PSI x D 1"or less 8d 6"edge/12"field a°Vent Thru Roof E=2,100,000 PSI i, DECK POST 5 1/2" greater than 1" 10d 6"edge/6"field ROOF MIN. CONC.WALL Diagonal Board Sheathing 5.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. 1"x 6"or 1"x 8" 2-8d per support --- ---- 2" ,"'---�----�---- 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN 1"x 10"or wider 3-8d per support I I 2 I I 1 ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. I 4" 4" 7.ALL STRAPS,CONNECTORS,PLATES, BOLTS, NAILS, ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL. POST BASE First Floor & Sill Anchors 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is 2"1 1 1/2"1 12" 11 1/2" 12" 11 1/2" DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED 9 Not To Scale nailed 3"on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural SINK LAY. I I OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE Kr �^ .. CONC. PIER members shall be doubled,or alternate connectors ,such as shear plates ,shall be used to maintain the load F•A•I•'µ---I Dw wC I MANUFACTURER'S SPECIFICATIONS. K amen deWncibis 4' 4' path. 1ST FLOOR TUg SHOWER 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN ARCHITECTURE 0 0 4'-0" '-0" 2" 1 1/2" 2" s" s" RATING OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12 I I TYP. TYP. I 1 1/2' O.C. FIELD). 4 a I U HOUSETRAP I 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT 2 6 0 H O R T O N S L A N E � 3 2 3 3 2 3 �t � •o, a" SPACING INDICATED,EXPOSURE DURABILITY1,TWO SPAN MINIUMUM. POST OFFICE BOX 1 6 0 0 v 11 C.O. KITCHEN MAIN BATH 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED S 0 U T H 0 L D, N Y 1 1 9 7 1 APPROVEEDD CONNEC (PER DETAIL 10) Deck Beam/Post SANITARY ___ - --- 2" _ 6 3 , - 4 7 7 - 8 7 3 6 SYSTEM __ __ _ 3 1 I 2 I r 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 11 1/2" 2 1 12„ 11 1/2" 12„ 8', Not To Scale 1 kdcarchitecture . com SINK LAV. 1 1 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. W W.C. 1 2 1 2 2 1 2 SHOWER 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. BASEMENT CSHP18 METAL 1 1/2" 2" 2" 3" 2" 14.24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED STRAPS w/(8)8D 15.MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. COMMON NAILS a PER 10"END Pm oR 16.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. ee 14FAW(90 LAUNDRY BATH ° 0 3 BLOCKING 2 3 3 2 3 } 17.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. M c Kean d I F- ° �I 18.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE RIDGE BEAM Gable Roof Plan: 7 to 45 degrees PLUMBING RISER DIAGRAM FOUNDATIONS INCLUDING SOLID BLOCKING IN FLOOR SPACES. Goldman 4' 19.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. TYP. 20.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. Residence 21.FILLALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED 100 Salt Marsh Lane Rafter Straps - Peconic, NY 11958 4 p � 3 2 2 3 �r � 2x4 BLOCKING AT PANEL EDGES FASTENER. Not To Scale v i- STEEL WALL STUDS,SEE PLAN 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. WOOD BEAM 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. •e 2 1 1 2 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS OTHERWISE SHOWN ON THE PLANS. 8d COMMON NAILS AT 3"oc • STEEL PLATE PANEL EDGE FASTENING, 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND OVER ALL COLUMN •. • SUPPORTS. Code Sheet STEEL COLUMN PANEL INTERMEDIATE FASTENING, 6. ALL WELDED CONNECTIONS ARE TO BE DONE BYA CERTIFIED WELDER AND CONFORM TO AWS AND AISC 8d COMMON NAILS AT Voc STANDARDS. o �1� WALL SHEATHING,SEE PLAN, . : 3 2 2 3 LONG DIRECTION PERP.TO 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. FRAMING,ENDS STAGGERED 6.ALL GIRDER SPLICESARE TO BE MADE ABOVE COLUMNS. Gable Roof Plan:0 to 7 dearees -_-T- - I STEEL COLUMN ROOF SHEATHING NAILING SCHEDULE •° �- I i ``` STEEL PLATE SCALE:As Noted Zone 1 Zone 2 Zone 3 ' u l I• CONCRETE PIER FIELD 6"O.C. 4"O.C. 3"O.C. I I ; . e G V EDGE 6"O.C. 4"O.C. 3"O.C. e a ° ' G FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS, FEFER TO -002 "FASTENING SCHEDULE FOR STRUCTURAL MEMBERS% NEW YORK STATE Porch Beam/Column Anchor CODE BOOK. 7 Typical Wall Sheathing Layout & Fastening 10 Not To Scale Not To Scale © 2024 KdC Architecture 5 Simplified Roof Sheathing Nailing Schedule All Rights Reserved Not To Scale Issue Date: Set: 4/2/24 Building Permit WINDOW SCHEDULE NO. QUANTITY MANUFACTURER TYPE GLASS RO WIDTH RO HEIGHT EGRESS REMARKS A 14 Loewen Casement See Note 2'8 1/4" 5'3 314" YES B 3 Loewen Awning See Note 2'8 1/4" 2'8 114" NO C 1 Loewen Awning See Note 2'0 3/8" 2'0 3/8" NO 1 Window Schedule Scale: 1/4" = 1'-0" WINDOW NOTES: - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER o AR CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING GLAZING: LOW E 272 GLASS A - WINDOW HARDWARE: CONTEMPORARY - MATTE BLACK I - EXTERIOR FINISH: STEEL MATTE BLACK, ALUMINUM CLAD ARE FIR 9T 48o2 - INTERIOR FINISH. B F NEB - SCREENS: SEE SPECS Drawing Leaend: Wall To Be Removed Existing Wall To Remain New Wall Existing P.C.Foundation Wall [— -'---� New P.C.Foundation Wall EXTERIOR O® SCHE214j"WLE Existing CMU Foundation Wall New CMU Foundation Wall LEAF SIZE ROUGH OPENING Lines Above QUANTITY MANUFACTURER TYPE FINISH GLASS Leaf Width Leaf Height R.O. Width R.O Height Thickness REMARKS ----------- Lines Below NO. _._._._.- Guidelines 1 1 Select Door Swing See Specs See Specs 310" 7'0" 2 1/4IV 101 Door Tag 2 1 Select Door Swing See S ecs See Specs 218" 7'0" 1 2 1/4" 3 1 Loewen / WP4 SlidingSee S ecs See Specs 1518 1/2" 6'11 1/4" ,01 Window Tag Section Sheet A-XXX 2 Exterior [Door Schedule X Scale: 1/4" = 1'-0" Detail Tag EXTERIOR DOOR NOTES: 4" Elevation Tag - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER x - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING x Axxx x Interior Elevation Tag - GLAZING: LOW E 272 GLASS (SLIDER) X - HARDWARE: SEE SPECS - EXTERIOR FINISH: SEE SPECS - INTERIOR FINISH: SEE SPECS - SCREEN: SEE SPECS Kramer+deCondhis ARCHITECTURE 260 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 11971 6 3 1 - 4 7 7 - 8 7 3 6 10141TERIOR DOOR SCHEDULE kdcarchitecture . com LEAF SIZE NO. QUANTITY MANUFACTURER TYPE FINISH LOCKSET Width Height Thickness REMARKS 001 1 Deerwood Millwork Swing 216" Full-Height 2 1/4" White Oak 002 1 Deerwood Millwork Swing 2'6" Full-Height 2 1/41' White Oak McKeand 003 1 Upstate Door Pocket 204" Full-Height 2 1/4" Primed 004 1 1 Upstate Door Swing 3'0" 618" 1 3/4" Primed Goldman 005 1 Upstate Door Swing 310" 6'8" 1 3/4" Primed 006 1 Upstate Door Pocket 2'8" 6'8" 2 1/4" Primed Residence 101 1 Deerwood Millwork Pocket 3'0 5/8" Full-Height 12 1/4" White Oak, Width V.I.F. 1 100 Salt Marsh Lane Peconic, NY 11958 3 Interior Cloor Schedule Scale: 1/4" = 1'-0" INTERIOR DOOR NOTES: - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER Window & Door Schedule - HARDWARE: SEE SPECS - FINISH: SEE SPECS - SADDLES: SEE SPECS SCALE:As Noted A-003 © 2024 KdC Architecture All Rights Reserved GENERAL NOTES: Issue Date: Set: - FIRST FLOOR: REMOVE EXSITING FINISH FLOOR, REPLACE WITH NEW FINISH FLOOR 5//11/21 Design Revisions /21 Client Meeting - UNDERSIDE OF FIRST FLOOR SYSTEM TO BE LEFT 6 EXPOSED EXCEPT AT MECHANICAL ROOM 7/2 /21 EN Consultant Review 1/21/21 TO ENGINEER 9/21/21 Preliminary Pricing 11/3/21 12/28/21 For SCDHS 1/10/22 Structural Engineer 1/25/22 Structural Engineer 4/2/24 Building Permit AR K � 4 2 4 -200 <-300 2 -200 A-300 sot p� OFF: NE`N 14'-0 3/4" 21'-10 5/8" EXISTING EXISTING -----LINE OF WOOD STEPS&DECK ABOVE- ------- __________ EXISTING RETAINING- EQ. EQ.POST UP Drawing Legend: WALL �--------------------------------------- 1 Wail To Be Removed I I I --------------------------------------- Existing Wall To Remain ,n New Wall _ I --- - ---- - -— — --- --- -------- _ _ _-- iN cN 1 ��+ m _ y c _. - - — - ---__-- --- ------- -- ---- ----- -- Existing P.C.Foundation Wall - _- - -- -------- 1 1 -- I M -- _ ------- --- ----- --------- �r New P.C.Foundation Wall ---- ---- A-3o1I, 1 � 3 WOOD DECK- __-_ t Existing CMU Foundation Wall il --------- --- 1 A-300 MAIN BED OOM -- ---- - --- -------- +/_12_2" I _ _ II ( _-- _ -__ + New CMU Foundation Wall 3 II ( s I( - ------ --- -- -- -- - - 19 ------- Lines Above 1/2" UP 13 13 u2" ----- -------- ------- _-------_-- o I 12 Aao1 II -- - - ---------- ---- ------- - ----------- Lines Below ---- I o N Aaoz 14 I 1 ---- ------ - _ ------- - Guidelines --------- — — — _--= 101 Door Tag t M 11'-7 1/2" 6 3/4 EQ. 101 Window Tag EO. O B DROOM 1 STORAGE % 31/2' o MECHANICAL LOG3 Section X, II _ TOR. SheetA-XXX T-10" 3 1 2" 3'-1 112" 51/ " T-1 1/2" M v I 1.. 1. 8'-8" 5 1/ " io 9'7 1/4" 2' XX 1 1/2' 3 1/2" 3 1/2" EXISTING I M-- 3'-8 1/8" 3 1/2" 10W 1/4" 3 1/2" 3'-10 3/8" RETAINING WALL ■ J, ih xx Detail Tag LO OPEN SHELVING ' ! LIVING ROOM z N iv N ) HALF WALL iv NYS CODE S PER o + `� orvTROLs 00N o Q M - — - _- { 1exx Elevation Tag Z 1 � - CV . MAINTAIN CLEARANCE e- } N I N TO COMBUSTIBLES AS X O H¢ 004 005 _ � I-u > P icy PER CODE(R1001.11) x AXXX X Interior Elevation Tag LL Z Q II ow A-002 2 �-- I I N 13 M Z>Q P �' - \ tr C O M z Oo ALIGN I I _ o `v ¢ —J 3 I I I - u, I ,3 N F- C�'o= -wl�WNfl9W - - - /J�}�j _ r� f ?J o O o x I ----- LIGNOfn 0 ~ I o — �J — r_ - c9 ----------- 1 M_ --- — — 1 >¢Q O (] M W Q Z Q II I r—__ — I Z Q �- X x z�w ABOVE I I BATH ih I I 7 - I --coo=I- N M N �,00 c_DLjo i - - o c�� w I I11 �o¢ o w ,d in ALIG .-_4 iy Z X i Z Q JA W -� —J— J --- ------- -- o o J O o ( I I -o w Q z= ¢ m II ( --BILE E� ( ¢ ¢ I RAILINGS AS PER K----------- li o o Q CV Cl) Ci co w r �1-1 x r v w _ 3 _ —��/—�4 _ LIGN w I I NYS CODE 3 I �e Z o Q STORAGE Ii' IIN `, in X rt 3 1 2"� 77� z HWR.HEAD OO1 iv M `' I iv r I M LO III, l i N w M I co RAILINGS AS PER _ I ! I I I co I Cl) NYS CODE + a N `�' I I I PANTR`� �: I I W HER SHWR.HEAD LINE AIN M I I II WORKROOM I _- - � ! I Q � � i-i i - - ==fi= Kramer+deCondhis ,2 +/-10'-101, "-�3'6 (4" 51/ "-3'-63/4"-3 1/2" 7_2" SHOWER I ( v I I I -- ARCHITECTURE ao 1 - 3 112 7 3 3/4� -3_V s OUTDOOR I 31/2" 5 31/2"- �� -fir ; SHOWER MAIN BATH 1 ¢ I I I 1F _ I I STAI AS M � DYER 1— _5 0+ 12"I M' LAUNDRY �, ( II I I r` DEEP e Aaaz 6 00 C DE s .- II -- a Aao1 e I I STAIRAS I I I I `o --I-I- -- i -v 260 HORTON S LOW O O- iv 1 I l r-I- I LAN E -_-- � � I I I 1z A-aoz 1a 1 I � 5 1 1/4" 3 1/2" � 6'-2 7/8" I CODE I I- r CAB. -��- O I�- N M 1 REF. I I I I II �� POST OFFICE BOX 1600 SOUTHOLD, NY 11971 TABLE I ' UP 4 A403 zIlk- TX 6' `�{ I 11 FOOT WASH �? C I I `z u / I _- I STATION m 4 Aaoi 2 ( DN HALF WALL I I r 1- I (� _ - I 3 _ 3 1/2" +/-1 V-7 5/8" O 1 - 6 3 1 - 4 7 7 - 8 7 3 6 3 1 2" I I I I I 15'-6 3/4" 3 p!2" sro 1 ENTRY c� 3 1131/2" T-7" i CLOSLT I T l O L- kdcarchitecture . com TAIRCASE zt M 1 M I M ( 1 5 L---- - N cc II P I KITCHEN/DINING ----- y.. -- I D i - STOOP A-400 I f ' 0 > - >-� -T-T- - - - z W Z W I I I m J I I I I J z Io I I i o O p EXIST.STAIR TO BE REMOVED- Z - I ¢ ¢ I I I I `° I a m zi m r T T T T- - - z I ¢ ¢ ¢ I NEW(2)2X8 FLOOR JOISTS Zi O I I I I I I IJ I ( C7 0 M c Kean d I ( I I I I I 1 I @ 16"O.C. ¢ W J w J J -EXIST.STAIR TO BE REMOVED- 0° I I I I I I ¢ m Q m I NEW(2)I _1I 1I _1I _1I _ �11I _1I _1i 1I 1I 1I 1I I II I i l l l l l l l l l l l l I 2X8 FLOOR JOISTS 3'-11" @ 16"O.C. Goldman T-8 T-8 6'-4 5/8" T-11" 6'-4 5/8" T-8" T-8" 6'-4 5/8" 3'-11" I Residence 100 Salt Marsh Lane EQ. '�----------E.------- -------- Peconic, NY 11958 EXIST.STAIR TO BE LINE OF EXISTING WOOD DECK REMOVED 35'-11 3/8" TO BE REMOVED EXIST.STAIR TO BE I 2—LINE OF EXISTING WOOD DECK EXISTING FOUNDATION REMOVED 35-11 3/8" TO BE REMOVED EXISTING A-200 2 A-200 Floor Plans 2 ' V Basement Floor Plan 2 First Floor Plan S 1'-0" 1 Scale: 1/4" = 1'-0" Scale: 1/4" = SCALE:As Noted A- 1 00 © 2024 KdC Architecture All Rights Reserved Issue Date: Set: 5/11/21 Design Revisions 6/23/21 EN Consultant Review 7/21/21 TO ENGINEER 9/21/21 Preliminary Pricing 1/10/22 Structural Engineer 1 17 1/25/22 Structural Engineer 4/2/24 Building Permit I 1 ' I I I I ,, I i I 'I I EXISTING CEDAR SHINGLE ROOFING - . ; I I ; ' , '- _ TO REMAIN TYP I I N r I , I' I ) - I �I 1,i� !�I, I i, - -1 I - I IT I - 1 I - I I EXISTING CE DAR SHINGLE - -► - 1 ' I - r ROOFING TO REMAIN TYP. - I- _ - ' - I' r r f I , ; 11 I I 1 1 1 _ . ; I I , I I I .I I .. - I I 'i i 'I " ' ' 'I I I (' I - I - - - I . - . . . I -III 'I I I I I I d I I D I I I I � 1 : I I �E AR - r: t r 0 E C , I I I," I I I I I I — - - _ — et NEW PERGOLA- -- 1 I I; i�1 a BEYOND O I ,I i I �I ' IF i I I I I : I I i I I � I I i' i 1 I C I I I �I ; A I NEW CEDAR SHINGLE SIDING B A l:- S G TYP. A i A ) W AR RIM T A A NEW CEDAR T O �' 9 D 2 , aao BARN P. � NEW CEDAR SHINGLE SIDING TYP. MATCH TY s F r � ! - - I Ir I' I � . 1 F N E 1 � I ICI I - - 1 I I I I I NEW CEDAR SHINGLE -► I NEW CEDAR TRIM- TO MATCH IN Y� C SIDING T I I I II I I' r ~' I L;- BARN TYP. 1 ( ) I' I . r I 1 I I I - -- -- - - 1 I 1 i I - I I I � I � I I � I - - r i � � I t I —-L-:il � I I -.- Dr w'a ma Legend: 1 : I 1 ae d: -- . I r I I II I 'I , I I I I i ''I -- --- I I - - - - - - Wall To Be Removed - - - - I , „ - - -. . I I I Existing Wa I To Remain I '. e �1 NEW CEDAR TRIM T�MATCH I 1 1 AR TYP. New Wall i . A B N I ., I B A A I A A I I 11 I xi ti E s n P. Foundation II - 1 -I, 9 C. a Wall I , ; 1, � -_ __ --- New P.C.Foundation Wall - - - - - - I -I 1 EXIST.RETAINING W : G ALL I - ExistingCMU Foundation Wall � I I I- 1 i '. I. New M Foundation I r _ C U Wall I � - II I -- . JI- I I i I _LL Line Above s b e : ; -- - I . . 1 I Lines Below I 'I , - --------- - - --- -__ Guidelines _ - I I' I iI _ I, ; . SDoor T Tag `—WALL SCONCE BY OWNER, 101 Window Ta - COORD.LOCATION OF BLOCK& O g WIRING w/OWNER ,� Section X � Sheet A-XXX eation - West Elevation - South Detail Ta0--RaZ 1A = 1'-0" 2 Scale: 1/4" = 1'-0' �� g x x Elevation Tag x x Axxx x Interior Elevation Tag EXIST.CHIMNEY TO REMAIN.VERIFY x HEIGHT COMPLIES WITH NYS CODE NEW STUCCO FINISH AT EXIST.CHIMNEY EXIST.CHIMNEY TO REMAIN.VERIFY HEIGHT COMPLIES WITH NYS CODE NEW STUCCO FINISH AT EXIST.CHIMNEY - Kramer+deConciliis I I ARCHITECTURE j I I I - I 1: r - EXISTING CEDAR SHINGLE ri. , S G E ROOFING I I TO REMAIN TYP .i I ' I. 260 HORTON S LANE ; I� I I , - _ i i, I POST OFFICE BOX 1600 I - I I 1 r, I I I i `I� i I I I SOUTHOLD NY 11971 I I I r EXISTING CEDAR SHINGLE ROOFING G C S GLE ROO I G i '�'� I r' i i - - -_ _ 6 3 1 4 7 7 8 7 3 6 TO REMAIN TYP. I :I I I I I ; I - kdcarchlte t r ; 1 c u e . com I - - NEW EDAR TRIM I I E HALF-ROUND TYP. N W ALF ROUND COPPER I - I GUTTERS DOWNSPOUTS I i. I __ & O NSPOUTS _ - - — - -- _-_ .� I - 1 W LA NE PERGOLA . - 7 zzz - . --- '-. - - -. - - ._ - - - - 9 - -- ._- I -- I I I - NEW GUTTER AB VE PERGOLA TO II L O - - I I I � � A _ - A A . NE W W CEDAR SHINGLE TURN CORNER S G E SIDING TYP. I � ' I I - I I � ) -_.. I I I , L - I I I - NEW EDAR IN LE I IN YP-� N C SHINGLE SIDING T - : I 1 - -- III , 1 3 - Ir1 c can d I I 11 _ �; L NEW CEDAR TRIM T------;..] R O MATCH ,, BARN TYP. I - I - - --- , I ii I I , Go ldman dman PLUMB.IIVENT, _ I ; I' 'I I l I _ F CON .LO IN F C. IELD 1 ■ 1 I W/OWNER - - - -, . :- -I Residence esi n II, I: de ce 1 _ --T- - - it I r -- 1 - - ----- -- - - I 1 ; - - -- - - ----- I I 'OUTDOOR R H _ - - - - -- I,. .: ---- - I 1 100 Salt Marsh Lane ,, 'CON W/OW iN FIE�� I PeCOniC, NY 11958 W/OWNER . - I 'I F, �l r - 9 I I, 2 ' >� O . 1 I . , lI �� I I , _ i _I� I ' I I —1 1 1 i FO0,00 OL WASH I I ;;ONF I I I Elevation - North W/OWNER I 11 I I I 1 Scale: 1/4 - 1 0 1 1 t 4 - I I I -- I I I I --- -- I Building Elevations 1, I `--- - - - - 9 I II WALL SCONCE BY OWNER C.L. EXISTING RETAINING WALL COORD.LOCATION OF BLOCK& FOOT WASH I WIRING w/OWNER +WINDOW SCALE:As Noted 3 Elevation - East Scale: 1/4" = 1'-0" A-200 . I © 2024 KdC Architecture All Rights Reserved Issue Date: Set: 4/2/24 Building Permit 4/30/24 Construction Set 5/23/24 Building Permit Rev. 0 EXIST ROOF TO REMAIN T.O.EXIST.RIDGE(V.I.F) +/-8 o NEW OPEN PERGOLA ATTIC '� OP�GHITFCr M ER � EXIST. 1 1/2"x 4 1/2"CJ TO REMAIN T.O.EXIST.PLATE T-11 1/2" ' ry S1 NEW PERGOLA BEAM— NEW OPEN PERGOLA \ STATE OF JOISTS -- MAIN BEDROOM TYPICAL WALL CONSTRUCTION: a" NEW FINISH FLOOR -CEDAR SHINGLE SIDING -"SLICKER MAX" RAINSCREEN (BY BENJAMIN OBDYKE) T.O.DECK T.O. EXIST.SUBFLOOR -"HYDROGAP SA" DRAINABLE HOUSEWRAP(BENJAMIN OBDYKE) Drawing Leaend: — — — — — — EXISTING FLOOR JOISTS 0. - 1.5"ZIP INSULATED SHEATHING (R-6) — — — — — — Wall To Be Removed - EXIST. 2X4 WOOD STUDS (W/NEW MINERAL WOOL INSULATION R-15) - - -5/8" PAINTED GWB EXPOSED Existing Wall To Remain UNDERSIDE l III— IIII IIII II' —IIII—IIII Ills II IIII III—IIII I;II II New Wall = OF FLOOR SYSTEM = = = Existing P.C.Foundation Wall ZNew P.C.Foundation Wall _ I = BEDROOM 1 q 1 =� = I = TYPICAL FOUNDATION WALL CONSTRUCTION: Exlstin CMU Foundation Wall _ III II r-----, 9 X = _ ! _ - STUCCO FINISH (ABOVE GRADE), COLOR T.B.S. New CMU Foundation Wall -EXIST. CMU BLOCK FOUNDATION WALL -2" C.C. SPRAY FOAM INSULATION ——————— unesAbove VERIFY EXISTING P.C.SLAB ELEVATION—_ -2X4 WOOD STUDS (W/ MINERAL WOOL INSULATION R-15)� DEPTH-IN -"-"- ____ ones BelowEXIST.P.C.SLAB TO.EXISTING SLABFOOTING FIELD= - -.—. - 5/8a PAINTED GWB —.—.—.—.—.—.- - 1-T-9 1/4" — Guidelines ODoor Tag Window Tag —ISectionX Sheet A-XXX I I I =IIII=till—IIII=IIII=IIII=11!�—IIII—IIIIIIII=IIIIIIIIIIIIIIIIIIIIIIIIIIII—IIII IIII IIIIIIIIIIII=IIII—IIII—IIII—IIII=IIIIIIII=IIII=IIII IIII IIII IIII IIII IIII=IIII IIII— xz Detail Tag 1 Buildin Section Elevation Tag Scale: 1/4" = 1'-0" x x Axxx x Interior Elevation Tag x T.O.EXIST.RIDGE(W.F.) - - - - 12 - - - - - - - - - - - - -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - 1T-35/8" \ +/-8 � \ Kramer+deConciliis / \ ARCHITECTURE TYPICAL ROOF CONSTRUCTION: -EXIST. CEDAR SHINGLE ROOFING ON 'CEDAR BREATHER' EXIST. VAPOR PERMEABLE UNDERLAYMENT SISTER EXISTING ROOF RAF TERS\ �� - EXIST 5/8"APA RATED PLYWOOD SHEATHING 2 6 0 H 0 R T O N S L A N E / REF.STRUCTURAL PLANS \�TF - EXIST. ROOF RAFTERS (SEE STRUCTURAL)(W/NEW C.C. SPRAY FOAM POST OFFICE BOX 1 6 0 0 ATTIC \s INSULATION R-49) SOUTHOLD, NY 11971 \ NEW OPEN PERGOLA 6 3 1 - 4 7 7 - 8 7 3 6 NEW FLUSH/UPSET HEADER TECO ALL FLUSH CONNECTIONS kdcarchitecture . com \ EXISTING 1 1/2"x 4 1/2"CLG JOISTS EXISTING 1 1/2"x 4 1/2"CLG JOISTS T.O.EXIST. PLATE — — — — NEW HEADER NEW - - — - — — - - - - - - - - - - - - - - - - 7--111/2 HEADER NEW PERGOLA BEAM NEW OPEN PERGOLA KITCHEN GREAT ROOM JOISTS o ro NEW FINISH FLOOR iVIcKeand T.O.EXIST.SUBFLOOR Goldman 0" — _ - - - - - - - - - - - - - TO.-- -- Residence EXISTING 2X8 FLOOR JOISTS EXISTING 2X8 FLOOR JOISTS NEW DECK JOISTS -2 1/2" 100 Salt Marsh Lane EXPOSED UNDERSIDE —IIII—IIII—IIII 1-I I� !III I I III I Peconic NY 11958 OF FLOOR SYSTEM = �_ ! _ ' _ (EXCEPTAT MECH.) iv U NEW FLUSH GIRDER LAUNDRY MECHANICAL bo p 0 — a NEW 4"P.C.SLAB- _ -w/6xl 1.4xW11.1 1I W.W.M.. NEW P.C.SLAB - -- Building Sections �_ - - - - _ — T_O.EXIST. SLAB - EXISTING P.C.SLAB -6 3/4" 07 — I I I I� III— II IIII— I I II — it I I I _ ', 1 1 =IIII= �i— I IIIi�,l �� I lil—IIII IIII— III— III—IIII t, I I- 1I ;I I I I _ i BASEMENT SLAB CONSTRUCTION: — — -4 POURED CONCRETE SLAB IIIIIIII -IIII—IIIIIIIIIIII—IIII—IIII—IIII—IIII=IIII—!III—IIII—IIII !ill—IIII—IIIIIIIIIIIIIIIIIIII—IIII=IIII—IIII—IIII—IIII IIII IIII=IIII IIIIIIIIIIIIIIII=IIII=IIII—IIII= -6ML POLY VAPOR RETARDER -2" RIGID INSULATION (25 PSI MIN. COMP. STRENGTH)(R-10) SCALE:As Noted - EXIST. 4" P.C.SLAB 2 Building Section Scale: 1/4" = 1'-0" A-300 © 2024 KdC Architecture All Rights Reserved Issue Date: Set: 4/2/24 Building Permit 4/30/24 Construction Set 5/23/24 Building Permit Rev. 2 A-300 2 �ARchi A-300 c�` �-4 Ra PQ P NEW PERGOLA POST SET ON 12" ��' <<' SONOTUBE W/4#4 REBAR W/#3 STIRRUPS @ 6"OC,36"COVER MIN.,TYP. Gro�'Q5� V`o�QS�• 2 ©�- 05� �QCA\ f—T— OF --r--T--r— --,--T-- --r—T— --r--T--r---r—� 5 Q �Q5°Q° 1 I — — — I I _�--�— I — --L— --�— — NEW 2X12 P.T.STRINGERS Go EXISTING I-- — —�— I f I I I r I I I @ 16"O.C. RETAINING WALL —J--L— --L_-1.—J-- —J--1.— _—_— _ -NEI'lW(4)P.T.2X12PERGOLA HDR �0& (3)2X8 P.T.FLUSH GIRDER - - (3)2X8 P.T.FLUSH GIRDER - HD HD HD 1 I W 2X8 CLR WD JOISTS w NEW 2X8 CLR WD JOISTS I w NEW 2X8 CLR WD JOISTS I� E 2 X141�D = � Y I � o Q o l � 1 � I � Drawina Legend: VERIFY EXIST.FOOTING DEPTH c�ti EXI T.CJ �'',, ( t7 `�� I w I IL w °COL 1 ——————— I Yr io X I I - N ( I I pw O?y N N �.Q°`1� I a - _ _ _ - - Wall To Be Removed w = . N N ! I � 'Q N N I Existing Wall To Remain A-300 — ---- I a N • I A 3D0 'll cF I X I X 5�Jo I I x I X I ► �� IX g _ I N I W l _X.1.5 X 4.5"R.R.TO REMAIN EX.1.5 X 4.5"R.R.TO EMAI I I I�'! I a I a 11 New Wall I ~ N N UP I W I Z ll I a 11 Existing P.C.Foundation Wall NEW 2X8 P.T.LEDGER SECURED w/0.22x5 SIMPSON _ z I I I N 3 3 ±I I I I SD S SCREWS T 16" ( w II FLASHING AS REQ. _ I I�;� 3 I z I Z _ �' I r� 3 New P.C.Foundation Wall f I -- — — .--- —- -—-—-— — — — —. NEW(3)9 1/2"L L MIN.(UPSET) II I! -- - 42#1 = .,.- - �'�'.//'�'/��, .; - �' • '�c`Cj� ------- - ----- — —N 4/4"�..Vl w/—,X41SIL..� TES-= r. - - - � —- _--_,_ Existing CMU Foundation Wall or NE W8X28 w/4"X4"X1%4"COLUMNS XZ s/ ...- - -----,. �Q� New CMU Foundation Wall G EXIST 2X8 F.J. ` �z ti C ADO z Q R _—————- Lines Above 24"LENGTH OF BLOCK,BEL W CD OLUMNS,TO HAVE I G O x (1)#5 REBAR IN EACH CELL&GROUT SOLID, Q Qc j ti z W \Jp° TYR AT ALL POINT LOADS jx \ U.2: j ) p�y9� a 5� ----------- Lines Below LL I fx i X �1- O Z (`Q- ('i 2 O —-------- Guidelines J w y p`\ O / F i- 3 1 lu ;; F4, . o y0 0 101 Door Tag w a elm m•a"'"____! •X ma^ r• rJ \5 — — — X N EXISTING / (�+ N N LL RETAINING WALL a U.W w SW X O z EXIST.2X4 EXT.WALL FRAMING 101 Window Tag OPEN SHELVING R I X ————— 3 TO REMAIN w � X HD z �w �c_ Section X, y TYPICAL NEW STL.COLUMN I (` X y Sheet CONTROLS ti v NEW 3"O.D.PIPE COL. 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I EXISTING CMU FOUNDATION WALL 24"LONG w/6"MIN.EMBEDMENT 1 I GROUT SOLID(TYR) ' — —T—T—TT —T—T— — — — — — I f—T—T—T—T—T—T—T—T—T—T—T—T—� EXIST.STAIR TO BE REMOVED- I I I \ I I I I I I I I I I I I I I I I I I I I I NEW(2)2X8 FLOOR JOISTS EXIST.STAIR TO BE REMOVED- I I @ 1s°O.C. NEW(2)2X8 FLOOR JOISTS 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 I I I I I I I I I I I I I I I I I I I I @ 16^O.C. I I I I \ I I I I I I I I 1 NEW CMU FND.WALL I I I I I I I I I I I I I ! -NEW SOLID GROUTED CMU FND.WALL w/#5 VERTREBAR @ 16"O.C. JOINT REINFORCING EVERY OTHER COURSE I I -DOWEL INTO EXIST.FOUNDATION&FOOTING ( I 1 1 w/24"LONG @16"O.C. I -----------------------'_j McKeand EXIST.STAIR TO BE EXIST.STAIR TO BE L—————————————---—————————— i-J 6"EMBEDMENTNT MIN.MIN.-EPDXY IN PLACE,(TYP.) L— LINE OF EXISTING WOOD DECK I --LINE OF EXISTING WOOD DECK REMOVED TO BE REMOVED REMOVED TO BE REMOVED Goldman Residence NOTES: 100 Salt Marsh Lane 1. 2-2X8 MIN. HEADER PeCOniC, NY 11958 2. HD -SIMPSON HDU2-SDS2.5 HOLD DOWN 3. SW-SHEAR WALL- PROVIDE 1/2" PLYWOOD SHEATHING FULL HEIGHT OF WALL-ONE SIDE 1 First Floor Framing Plan Roof FramingPlan Scale: 1/4" = 1'-0" 2 Scale: 1/4" = 1'-0" Framing Plans SCALE:As Noted r S- 100 © 2024 KdC Architecture All Rights Reserved