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HomeMy WebLinkAbout48396-Z 493q( GENERAL NOTES: FOUNDATION NOTES: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODER 301.2.1 THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE Issue Date: Set:12.17.20 HPC 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. GROUND SNOW LOAD ULTIMATE SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMPICE SHIELD UNDERLAYMENT FLOOD HAZARDS WITH THE NEW YORK STATE UNIFORM BUILDING CODE,AND THE NEW 8.19.21 Amended Disapproval . GIRDER AS SPECIFIED WIND SPEED(MPH) REQUIRED YORK STATE ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES. 1- ALL CONCRETE 3,500 PSI MINIMUM AFTER 28 DAYS. 9/15/21 ZBA 6/16/23 PERMIT SET BLOCKING PER 20 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 2-ALL REBAR ASTM A-615 GRADE 60. " 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY MANUFACTURES SPEC. CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERING 3-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE JOISTAS SPECIFIED OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. '' SOIL BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS THAN ���E ��j' D�vA " METAL HANGER PER 5%. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3"BELOW MANUFACTURES SPEC. ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% THE TOP OF THE FOUNDATION WALL. REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO - I a i LIGHT WOOD FRAME WALL RELATIVE DENSITY. BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. I- r Typical Joist Hanger PLYWOOD OPENINGS 3. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS, 5-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. 11 Not To Scale PROTECTION;THICKNESS SKYLIGHTS,EXTERIOR DOORS, WINDOWS AND DECKS ETC. 6-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE DEPENDS ON WINDOW OPENING TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. RAFTER WIDTH(1) 4. DO NOT SCALE DRAWINGS. 7-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING 5. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY (1)SIMPSON H2A STRAP PER NOT RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR OF LESS THAN 2 TONS PER SQUARE FOOT. RAFTER w/(12)8d COMMON NAILS NOTE: IN LIEU OF SCREWS,LUGS ADMINISTRATION OF THIS CONSTRUCTION PROJECT.FEDERAL, STATE 8-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. WITH NUTS AND WASHERS MAY AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE WALL PLATES BE USED RESPONSIBILITY OF THE CONTRACTOR. 9-INSTALLED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MAXIMUM. Nr �� ��lr STUD WALL A SEE 10-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. ` 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE DETAIL ►► 2x4 BLOCKING AT PANEL EDGES +, A CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT 11-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GRSW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO BE Rafter/Plate/Stud Connection BETWEEN BUILDER AND OWNER. MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. ozaso2 0� 1 Not To Scale WALL STUDS,SEE PLAN 7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 12-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 y�F OF N�`��THE NEW YORK STATE ENERGY CONSERVATION CODE. REBAR DOWELS. FRAMING . SUGGESTED UNDERPINNING PROCEDURES: �- 3"No.8 SCREWS 12"O.C. 8. CONTRACTOR SHALL OBTAIN ALL PERMITS A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. PANEL EDGE FASTENING WALL STUD 9. DIMENSIONS,ELEVATIONS, MEMBER SIZES,AND DETAILS OF B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. , WASHER(TYR) 8d COMMON NAILS AT 3"oc EXISTING STRUCTURE SHOWN IN THE DRAWINGS ARE BASED ON INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. LIMITED FIELD MEASUREMENTS AND MAY NOT BE ACCURATE. THE `►� PANEL INTERMEDIATE FASTENING, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF C)UPON RECEIVING APPROVAL, EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE AREA Drawing Legend: Z 1/2"PLYWOOD 8d COMMON NAILS AT 6"oc THE EXISTING CONSTRUCTION AT THE JOB SITE PRIOR TO FABRICATION _ _ _ _ _ a TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL. REMOVE INTERIOR CONCRETE FLOOR AS NECESSARY. Wall To Be Removed OR CONSTRUCTION. ANY DEVIATIONS FOUND IN THE FIELD FROM - - - - - - � cn WALL SHEATHING,SEE PLAN, D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS. E)INSTALL A KEY WAY Wall To Remain o' FLOOR JOIST GLASS WHAT IS SHOWN ON THE DRAWINGS SHALL BE REPORTED IN WRITING LONG DIRECTION PERP.TO TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION OR BETWEEN SECTIONS.ALLOW 7 DAYS CURING. LU FRAMING,ENDS STAGGERED CONSTRUCTION. New Wall PLASTIC-COATED 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. New Foundation Wall _ DESIGNED FOR THE SPECIFIED VERTICAL AND LATERAL FORCES - Lines Above PERMANENT WOOD SCREW G)DURING THE UNDERPINNING PROCEDURE, MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE MOVEMENT - ACTING ON THE COMPLETED BUILDING. IT IS THE RESPONSIBILITY OF Lines Below ANCHORS AND/OR CRACKS. NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. WALL STUD GLAss--- THE CONTRACTOR TO DESIGN AND PROVIDE ALL REQUIRED SHORING N AND BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN THE - Guidelines 1/2"PLYWOOD 13-DOWEL TO EXISTING FOUNDATION WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR (1)CSHP18 METAL STABILITY AND SAFETY OF THE PARTIALLY-COMPLETED STRUCTURE THREE FEET FROM NEW WALL. - - - -- Fence STRAP PER STUD FRAMING-� � AND FOR CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED w/(8)8D COMMON ---- DESIGN LOADS. 101 Door Tag NAILS PER END 7 Typical Wall Sheathing Layout & Fastening Not To Scale 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR WASHER(TYP.) SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF FRAMING NOTES: 101 Window Tag 2 Stud Straps @ Second Floor BOX - ' THE TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OF THE THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO �- Not To Scale TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY WHETHER OR 3"No.8 SCREWS 12"O.C. THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Axxx Section X, NOT THEY ARE KEYED IN AT EACH LOCATION IN THE DRAWINGS. Sheet A-XXX 2 DETAIL A-TYPICAL ATTACHMENT OF 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE WOOD FRAMING x IN. PLYWOOD OPENINGS PROTECTION TO -- -- ----- - -- ---- ---Nail Sizes 1 FOR THE CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF � Detail Tag MI WOOD-FRAME BUILDING Joint Description (common nails U.O.N.) Nail Spacing PERSONS AND PROPERTY. THE ARCHITECT'S OR ENGINEER'S 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: - ------- --- - _ ----- PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE ADEQUACY FB=900 PSI ROOF FRAMING OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. FV= 180 PSI x - ALTERNATE TO 120 MPH CERTIFIED WINDOW FC PERP=625 PSI x Elevation Tag INSTALLATION: PLYWOOD PANEL WINDOW AND Rafter to Top Plate(Toe-nailed) 3-8d per rafter CeilingJiTPlate Tild3 8d E=1,600,000 PSI DOOR PROTECTION FOR WOOD FRAMED BUILDINGS Joist to op ate( oe nae ) per joist x BEAM ' ( ) 1/2"DIA.THROUGH-BOLTS 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Ceiling Joist to Parallel Rafter(Face nailed) 3 16d each lap i - w/WASHERS Ceiling Joist Laps over Partitions(Face-nailed) ! 4-16d each lap FB=2,900 PSI x Axxx x Interior Elevation Ta Collar Tie to Rafter(Face-nailed) 2-8d per tie FV=290 PSI g Blocking to Rafter(Toe-nailed) 2-8d each end FC PERP=750 PSI x DECK POST 5 1/2" Rim Board to Rafter(End-nailed) 2-16d each end E=2,000,000 PSI MIN. 4, 4, - PROJECT INFORMATION WALL FRAMING 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: 4'-0" 4'-0" TYP. TYP. Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot FB=2,800 PSI SCTM# 1000-26-1-13 FV=290 PSI Top Plates at Intersections(Face-nailed) 4-16d joints-each side 740 PSI Stud to Stud(Face-nailed) 2-16d 24"o.c. - --- --- FC PERP E=2,100,000 PSI POST BASE 3 2 3 3 2 3 ct Header to Header(Face-nailed) 16d 16"o.c.along edges PROPERTY 2355 Village Lane ADDRESS Orient NY 11957 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: ONC. PIER Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud --1- -- - FB=3,000 PSI p 2-16d per 2x6 studZONING R40 FV=300 PSI 2-16d per 2x8 stud FC PERP=850 PSI -- - E=2,100,000 PSI M E R Y L K R A M E R a o Lia (Face nailed)Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d 1'2 per foot BUILDING HEIGHT ALLOWABLE - 35' 5.ALL TREATED LUMBER IS TO BE N0.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. a r c h i t e c t ACTUAL- 23.662' 2 1 2 2 1 2 --- - - -JI ------- ---- -- - 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN FLOOR FRAMING ENERGY CODE ADDITION COMPLIES WITH 2018 IECC ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 260 H O R T O N S LANE Joist to Sill,Top Plate or Girder(Toe-nailed) 1 4-8d perjoist 3 Deck Beam/Post Bridging to Joist(Toe-nailed) 2-8d each end -------- -- - 7.ALL STRAPS,CONNECTORS, PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL. DESIGNATED POST OFFICE BOX 1600 CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL Not To Scale Blocking to Joist(Toe nailed) 2-8d each end Blocking to Sill or Top Plate(Toe nailed) 3 16d each block LOT SIZE 11,590 sf CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. S O U T N O L D, NY 1 19 7 I Ledger Strip to Beam(Face nailed) 3 16d each joist 20% Allowable Lot Coverage- 8.ALL FLOOR SHEATHING IS TO BE 23/32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING 6 3 1 - 4 7 7 - 8 7 3 6 � 3 2 3 3 2 3 � � i Joist on Ledger to Beam(Toe-nailed) 3-8d perjoist 2318 sf OF 48/24. FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. Band Joist to Joist(End-nailed) 3-16dperjoist FIELD). m k a r c h i t e c t c o m CSHP18 METAL Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot EXISTING LOT COVERAGE STRAPS w/(8)8D Gable Roof Plan:7 to 45 degrees _ -- Existing Dwelling 807 sf 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT COMMON NAILS PER 4' ROOFSHEATHING Existing Garage 371 sf, = 2318 Sf SPACING INDICATED,EXPOSURE DURABILITYI,TWO SPAN MINIUMUM. 10"END LENGTH 41-011 .TYR Structural Panels 8d SEE NAILING SCHEDULE Existing Shed 128 sf 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED RAFTER TOTAL 1306 sf LOT COVERAGE (11%) (PER DETAIL 10) BLOCKING Q 3 2 2 3 1t Diagonal Board Sheathing PROPOSED LOT COVERAGE 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. 7• 1"x 6"or 1"x 8" 2-8d per support Proposed Dwelling 1015 sf RIDGE BEAM 1"x 10"or wider 3-8d per support Existing Garage 371 sf 12. DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. --------- - ------- - -- - ----- Existing Shed 128 sf c CEILING SHEATHING _ TOTAL 1514 sf 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. (13%) Scofield Rafter Straps Gypsum Wallboard 5d 7"edge/10"field 14.24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED ■ Residence 4 15.MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. Not To Scale 2 1 1 2 WALL SHEATHING SITE PLAN BASED ON SURVEY BY BARRETT, BONACCHI &VAN WEELE, PC. Structural Panels 8d (see detail 10/AO02) NOV. 11, 2019 16.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. 2355 Village Lane Fiberboard Panels 17.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. Orient, NY 11957 7/16" 6d 3"edge/6"field 4"Vent Thru Roof 25/32" 8d 3"edge/6"field ROOF 18.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS Gypsum Wallboard 5d 7"edge/10"field INCLUDING SOLID BLOCKING IN FLOOR SPACES. 32 2 3 ::jtft�_ (see table 3.9)-- Hardboard 8d 19.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0' ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. Particleboard Panels 8d (see table 3-9) 2" ___--1_----- Gable Roof Plan:0 to 7 deErees Diagonal Board Sheathing r--'-�T I I I I _T -'-1 20.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED, PT. ill x6"or1"x8" 2-8d I I I I I I I I per support I I I 4" 4" 1 ( 1 1 21.FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED 1"x 10"or wider 3 8d per support 2" 1 �11/21' 21 2"1 111/2" (2" 12" 111/2" FASTENER. Code Sheet Structural Panels �� �--, ROOF SHEATHING NAILING SCHEDULE FLOOR SHEA HIND LL AV.J 1 SL INKj L[AV. J --- F.A.I. i�----� w.c. w DwTEEL W.C.wc Zone 1 Zone 2 Zone 3 IST FLOOR TUB 1"or less � 8d 6"edge/12"field 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-992 2" 3" 3" 1 1/2" 2" 2" 3" greater than 1" 10d 6"edge/6"field 2 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. FIELD 6"O.C. 4"O.C. 3"O.C. Diagonal Board Sheathing I 1"x 6"or 1"x 8" 2-8d per support HOUSE 4„ C.O. 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500-B. EDGE 6"O.C. 4"O.C. 3"O.C. 1"x 10"or wider 3-8d per support TRAP 4" CONNECT TO FULL BATH LAUNDRY KITCHEN POWDER 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 3/4"DIA. BOLTS OR UNLESS OTHERWISE SHOWN ON APPROVED THE PLANS. SCALE:As Noted FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed SANITARY SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall SYSTEM CF 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS ANDOVER ALL COLUMN be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. SUPPORTS. EJECTOR l 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC Simplified Roof Sheathing Nailing Schedule PIT STANDARDS. 5 Not To Scale 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. A-002 04c-NeW LG RISER DIAGRAM. 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. © 2020 Meryl Kramer Architect All Rights Reserved WINDOW by type Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15/21 ZBA ROUGH OPENING UNIT SIZE 6/16/23 PERMIT SET NO. QUANTITY MANUFACTURER/ MODEL NO. ** TYPE RO Width RO Height Width Height REMARKS A2 3 Existing windows to remain Double Hung VIF Size, Sand & Repaint Original Windows A2 2 Green Mountain Window & Door Co. Custom Size Double Hung 2'01,/2" 4'91,/2" 1' 111/2" 4' 8 1/2" VIF custom frame size to match Al B 1 Existing window to remain DH Style Casement Window Sand & Repaint Original Window C1 6 Green Mountain Window & Door Co. # MDH 2418 Double Hung 2' 6 V4ff 319 3/8" 2' 5 1/40 3187/811 C2 3 Green Mountain Window & Door Co. # MDH 2418 DH Style Casement Window 216 U411 3193/811 215 4" 3' 8 7/811 EGRESS D 3 Green Mountain Window & Door Co. Custom Size Double Hung VIF VIF 2' 1" 31811 VIF custom frame size to fit exist. opening E 2 Green Mountain Window & Door Co. Custom Size Casement VIF VIF 2' 01/2" 315H EGRESS, VIF custom frame size to fit exist. opening RS�SRE D ARCy na Y '9�. X24802 WINDOW NOTES: - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER SOF N1_ - CONTRACTOR TO VERIFY EXISTING R.O.s AT EXISTING WINDOWS TO BE REPLACED - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING - Low E Krypton GLAZING, WAVY RESTORATION GLASS - WINDOW HARDWARE ('ALLEGRO', FINISH T.B.D.), COLONIAL LOCK (FINISH T.B.D.) - EXTERIOR FINISH: 'WHITE' (CONFIRM COLOR) - INTERIOR FINISH: PAINTED WHITE Drawing Legend: - SCREENS AT ALL OPERABLE WINDOWS [ _ _ _ _ _ = 1 Wall To Be Removed - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below — — — — — Guidelines — — — —- Fence 101 Door Tag EXTERK)"hR DOOR SCHEDULE 101 Window Tag ROUGH OPENING X QUANTITY MANUFACTURER TYPE FINISH GLASS RO Width RO Height Thickness "X Section X, NO. g REMARKS X Detail Tag 1 1 Existing Door to Remain Swing Sand & Repaint 2'8 3/4" 612" 13/4" Existing Hardware to Remain 2 1 Green Mountain Door Company Custom Size Swing 2'91/2" 6'61/2" 13/4" Entry Lock, New door inside exist. wood panel door , Elevation Tag 3 1 Green Mountain Door Company Custom Size Swing 2'91/2" 6'61/2" 13/4" Entry Lock, New door inside exist. wood panel door `V 4 1 Existing Door to Remain Swing Sand & Repaint 2'51/2" 611" 13/4" Seal Door Shut, Existing Hardware to Remain ** X 5 1 Relocated Existing Wood Panel Door —Swing and & Repaint Existing Hardware to be Reused X 4AXXX X Interior Elevation Tag 6 1 Existing Wood Panel Door to Remain —Swing and & Repaint Existing Hardware to be Reused lb 1 New Custom Wood Screen Door for Door #1 Swing Paint, Color TBD VIF VIF Existing Hardware to be Reused X EXTERIOR DOOR NOTES: 14� QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER M E R Y L K R A M E R - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING a r c h i t e c t - LoE4 GLASS - DOOR HARDWARE ('ALLEGRO' SPLIT FINISH: T.B.D.) - ENTRY SCREEN DOOR HARDWARE ('ALLEGRO' FINISH T.B.D., DOOR HARDWARE - 260 H O R T O N S LANE POST OFFICE BOX 1600 ORIGINAL KNOB TO REMAIN) - EXTERIOR FINISH: 'WHITE' (CONFIRM COLOR) S O U T H O L D, NY 1 1 9 7 1 - SCREEN, SINGLE SASH FRAME, SEE DRAWINGS) 6 3 1 - 4 7 7 - 8 7 3 6 - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS m k a r c h i t e c t . c o m **Existing door to remain, wall to be sealed at interior. Transom to remain. NTE D 0 O Roh SCHEDULEScofield ROUGH OPENING UNIT SIZE Residence NO. QUANTITY MANUFACTURER TYPE FINISH LOCKSET RO Width RO Height Width Height Thickness REMARKS 2355 Village Lane 101 1 Swing 2'61/2" 612" 215" 612" 13/4" Existing Door to Remain Orient, NY 11957 102 1 Swing 1'91/2" 616" 118" 696" 13/4" Existing Door to Remain 103 1 Swing 2'51/2" 612" 214" 612" 13/4" New Custom Door to Fit Exist. 104 1 Swing 231/2" 618" 212" 618" 13/4" Existing Door to Remain 105 1 Swing 2151/2" 618" 214" 618" 13/4" New Bathroom Door- Privacy set 106 1 Swing 1191./2" 618" 118" 618" 13/4" New Water Heater Clos. Door- Passage set Window & Door Schedule 107 1 Swing 2'91,/2" 618" 218" 618" 13/4" Laundry Closet Door- Passage Set 108 1 Swing 2'51/2" 6'8" 214" 618" 13/4" Linen Closet Door- Passage Set 109 1 Swing 2'71/2" 618" 216" 618" 13/4" New Bedroom Door- Privacy Set 110 1 Swing 251/2" 618" 214" 618" 13/4" New Bedroom Closet Door-Sliding door hardware 111 1 Swing 12191/2" 618" 218" 618" 13/4" New Bedroom Door- Privacy Set 112 1 Sliding 15121,/2" 618" 510" 618" 13/4" New Bedroom Closet Door-Sliding door hardware 113 1 1 Swing 2'31/2" 610" 212" 610" 113/4" 1 New Powder Rm Door- Privacy set SCALE:As Noted 114 1 Swing 1'61,/2" 6'2" 115" 612" 13/4" Existing Door to Remain A-003 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15/21 ZBA 6/16/23 PERMIT SET r_0 ARC KRA 0 024 �grFOFNti� Drawing Legend: Wall To Be Removed Wall To Remain New Wall 26'-4 3/4" 14l-0" New Foundation Wall -------- Lines Above ------------ Lines Below T.O.WALL TYR --------- Guidelines Fence - -- ---- ------------------- ---------- - --- --------------------------------- -- --- -------- -- --- DoorTag -:7' '-"MI MT EXIST.CRAWL Window Tag I ACCESS HATCH ri —F L I ABOVE,VIF DEMO FIREPLACE FOUNDATION —————————— ISection X, L --L A— E Sheet A-XXX L J --.I —I-- - -- —.1� 60 Detail Tag b Elevation Tag 0 0 T.O.WALL TYR x x 4(xxx x Interior Elevation Tag --- ------------------ ---- - ------------ C? ZN NEW CRAWL 04 60 FLOOD VENTS: x T, 8"X 16"FLOW THROUGH DUAL FUNCTION SMART VENT I C.L.FLOOD VENT -Z 4" MODEL 1540-510,STAINLESS STEEL FLOOD VENTS,TYR +WINDOW ABOVE > FLOOD COVERAGE 200 SF PER UNIT LLI 11/' 2 C? #OF FLOOD VENT UNITS:5 LU M0 BASEMENT FLOOR AREA:906 SF BOTTOM OF FLOOD VENTS TO BE LOCATED AT GRADE A*A 00 [4, NEW P.C.SLAB T.O. DROP.WALL. SEE(A-300) L 'UAS REQ. FOR HDR. M E R Y L K R A M E R T.O.WALL --———— —--- — 0 a r c h i t e c t > VENT Z LU LD 0 f 1 2 6 0 H 0 R T 0 N 5 LANE < 7 7 � L,'- � , � -i t= NEW CRAWL 1 0 S�) z C.L.FLOOD VENT POST OFFICE BOX 1600 ----------- > +WIN DOW ABOVE ---- ------- NEW CRAWL < LU LJ SOLITHOLD, NY 1 197 1 -Tt-1------ z >ACCESS HATCH 0 co 6 3 1 - U>i ABOVE < 4 7 78 7 3 6 rn k a r c h i t e c t c o m 0 0 LL Z J F----- F� NEW P.C.SLAB SEE(A-300) NEW ADDITION ABOVE THIS AREA ih VENT VENT T------- ----------------------------- 0 L1j zUj > Foundation Plan 0 >l¢ >LLJ l M 00 z -j 0 on 0 J LL LL -j ?: -j 3: Foundation Plan + Scale: 114" = 1'-01' SCALE:As Noted A- 100 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15/21 ZBA 10/13/21 Interiors Set 11/1/22 HPC Resubmission 6/16/23 PERMIT SET ?,ED Af c N9� oz 802 pQr SOF Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below . 2 — — — — — Guidelines A200 -------•--- Fence 101 Door Tag ----------------------------------- ----------------------- D ---------------- ' r------------------------------- ------ -----�------------ —O— ---------------L, los Window Tag - � I oRAWy 11 Axxx Section X, TCH I o VEST. o Sheet A-XXX N W WOOD 1b 1 ENTRY --J rNEW W OD STOOP /! HALL cL. SHELVES p Xz Detail Tag ST PS 20 SF STEPS DW E114 O ASDINING ROOMOVE ' ` Elevation Tag ODD FLOOR, I i FIN.CEILING x SLOPED TO+8'-0" l NEW WOOD x A , , I Al + i D /, 3T00`SF xxx x Interior Elevation Tag 1\ INSULATED STRUCTURAL + = \� \ SHEATHING AT ALL NEW x -- - -- -- LOCATIONS FRONT ROOM 30 1 A11 WOOD FLOOR ALIGN CL DOORS BATH O FIN.CEILING o I TLIF1-04- A200 A-300 + HALL S I I I H2O WC JY/" Op M E R Y L K R A M E R I --- (� a r c h i t e c t HTR. I -----� i Al i KITCHEN I POWDER B ROOM W/D ❑ �� 260 HORTONS LANE I I / I HALL � I � WOOD FLOOR I I Q / I FIN.CEILING ; ,/ O (/ �2 'L POST OFFICE BOX 1600 I 30" WC I SLOPED �� ��pp � J REF. / 2 I TO 5 ` (!/1� SOUTHOLD, NY 1 1971 O I r� '--- ----- ------------- ---- --- ---_ _ ----- l ------ ---- LIN. CL 3 6 3 1 - 4 7 7 - 8 7 3 6 ---- ------------------------ - I- WINDOW C� - A2- -A2 ---E ---- -- ---5<--- (- B i FLOOR +GABLE ; ; A200 m k a r c h i t e c t c o m NEW WOOD HATCH r 108 FULL EXISTING GARAGE STOOP �1 ; ; EL. +4.43' SEE S 18 SF ' O " I VEST. I I II I I I I ' 111 CL. r---- O CL. ---- I 112 - 2 Scofield �1 C1 A-300 Residence Z I NEW GRADE BEDROOM 1 ; LEVEL PATIO 2355 Village Lane WOOD FLOOR I Orient, NY 11957 FIN.CEILING SLOPED TO+9'-0" I I � I , � I I I �1 C1 First Floor Plan I I I ------- _________________________ _ ____ ' ------ C2 ------------------------- C2 -------JI INSULATED STRUCTURAL SHEATHING AT ALL NEW 4 SIDING LOCATIONS A200 SCALE:As Noted 'V 1 Proposed First Floor Plan A 101 Scale: 1/4" = 1'-0" © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15/21 ZBA 6/16/23 PERMIT SET tL KR ���5���• ,gM� `P'-y�, 024802 yO� F OF NE's Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall -------- Lines Above ------------ Lines Below — — — — — Guidelines — — — -- Fence 101 Door Tag O Window Tag Axxx —� EXIST.STAIR AND Section X,RAILING TO REMAIN 4- 1 7: } + - 1 } _ } I Sheet A XXX � i } t} - -J {_ XIN Detail Tag _ I vo � NEW MEITAL FL TO REPLACE EXIST. , 1_1____�! -''MASONRY CHIMNEY _." Elevation Tag _ t EXIST.RR TO REMAIN EXIST.RR TO REMAIN f J , j j =� { t C J i x _ + 7 __ x Axxx x Interior Elevation Tag i __, E { �,-,- 1 EXISTING 00x1 G AT EXISTING = { I - E -} I.- }- t � l44 W SHINGLE' STORAGE 4ROOF k_. - [. -� { 1, 1 -I } ,_ _ I 1 I fi t - 7 r' t _ r l II I } a i _ - I ; I -it�t -E i =r 1 1 -1 t r- y- - # s I - 1 - -� r - y_-�- -='I -r r 1 r '.. - _ - - -t - - —r a_=, -NEW F - I E � =a � _ + r ! RO 11 M E R Y L K R A M E R a r c h i t e c t l + r OWING, ; L _ I f OFXISTINU` i I, 1-R { I - I l 1 l I ! l [1 -�{ x -L } - 11 11 260 HORTONS LANE -- -� i F FF l I t l POST OFFICE BOX 1640 t _.j _ } =f i t. +�I`illl; �_ L: ',I 'SHIN I r ) SOUTHOLD, NY 1 1971 Ro� � i �_- { -, � , -}=k� - GLS' I k i-} .. 4 -1 r = - -1 l 6 3 1 - 4 7 7 - 8 7 3 6 -, ' T � j_ m k a r c h i t e c t c o m i14C 7T 1. VI l ` I ..I� II rl EXISTING I GARAGE J � =lr it 7 Fit t 1 r - + r # _ r 1 I —I � i Iid r Scofield -i a - _i-� }-t Residence -- 1 1 r _f {- ; --NEW SHI GLE ROOF: 2355 Village Lane OVER P OPOSED { t I 1 A _ F � I DSI 10 N __t , _ , Orient, NY 11957 I - ; ,- i , { I - -- I }-,r� - _ i Second Floor Plan r SCALE:As Noted 1 Proposed Second Floor Plan Scale: 1/ 4" = 1'-0" A- 1 02 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15/21 ZBA 6/16/23 PERMIT SET ?,ED A&chi �5 _(L KRq,� �Ir (P k 02 011 y0� OF tN4 Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall _------- Lines Above ------------ Lines Below — — — —•— Guidelines — — — -- Fence 101 Door Tag 101 Window Tag Axxx Section X, I _ Sheet A-XXX Detail Tag 17 I r } Elevation Tag - _' - =i - ' f-'`�7 i 'NEW METAL FI U�?0 _X-'; r -,-- F _ + . � f i ` MASON E EXIST + } r _ x wcxx x Interior Elevation Tag r-r FLI i * { t RY CH I IVI N EY ~- t EXIST.ROOF, 1- _{ _I NEW CEDAR OSHINGLE - NEW CEDAR SHINGLE r ROOFING r_] }- - �_ ; ._t ) ROOFING r I -_-� -L- -I i k _ r SLOP ='_. } SLOPE --1L _SLOPE • -� , { -a f l - f i + -r 1 f ] I 1 �rt l f - { _ _ . - - - - I - l -Ff —i t = k_ !--. M E R Y L K R A M E R a r c h i t e c t EXIST.ROOF; } 1 r NEW CROOFRINGINGLE ] i } _i-- __I a------}--1--{--- —'1 t-L �_ --I--_; -} ,'-�=.1 - __I j - -� :! _} I } —!-, -- f -� k =i .= _ - ! - I L _i 2 60 H O RTO NS L A N E _ ! fi _ - - _- �I-,L II a . r; SOUTHOLD, NY 1_ o- — -a- - _ - 6 3 I 4 7 7 - 8 7 3 6 -� } } it L. I,'-.,.1 f__ + i _I I I f - }- r k 1 Irk ,.'i f -_t I J r $ =1 I m k a r c h I t e c t c o m -{ - } � F- - ,,-�-_� -{- - F r:= { ' I r l f L If ,,I NEW ROOF; -. - �- k CEDAR N Ilr. I_ `_� � y_ Trl I I ROOFI � II fl ] 1 11 I_I '({ILu '!.Ill l EXISTING i F-r- GARAGE C), ' SLOP l } �-� i � SL +E!--4 1 'I. i'lll' v?, r _I -� . _ Scofield I r _ - � Residence LINE OF EXI TING ROOF 2355 Village Lan I _ { - G e I Or Orients NY 11957 CEDAR SHfiI ROOFING Jl , firl } { } k F } I � tr I + I Roof Plan Ij }I t 1 ! J r I r-= k 1 - { ]- _{ 1 I SCALE:As Noted N 1 Roof Plan Scale: 1/4" = 1'-0" A- 1 03 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15/21 ZBA 10/13/21 Interiors Set 11/1/22 HPC Resubmission 6/16/23 PERMIT SET NEW DOUBLE HUNG WINDOW TO REPLACE EXIST.w/ NEW METAL FLUE T TRIM TYPE'B'; REPLACE EXIST. MASONRY CHIMNEY SEE SHEET A-201 NEW ROOF VENT WHERE EXISTING AND NEW SIDING MEET, NEW CEDAF SHINGLE ROOFING WEAVE NEW SIDING INTO EXISTING AND ALIGN BOARDS OVER EXIST.FRAMING rN T.O. RidgeatExlstin to remain - - - - - - - - - - - - - - - ERTST.- - - - - - -_---L� - - - - -/ ; - - - - - - - - - - - - - - EXIEWWALtS86NBE-T:,s=; i.fr 'i rTI �T I[JI`_IT17` [[ I_[� r1 Jr - - - - - - - - - - - - - - - - - - - _ _ _ g _ — — — NEW WALL SCONCE TO REPLACE _ II) ST. EL. +23.662' I t 7 IL rIr .I` ' J 'I T.O. Ridge at Addition ALIGN NEW SIDING JOINT -- r / L_1 fI i.Il 11,1[ .jl_I l T i _1r.1[ [: � 1!!'"r;LI 1 hilt lit 'T 1L 1 TI,: 1 ',[_ {, L: [ l ! t t I ir.11 i i1 _ 1 1 i ,1 — �./ EL. +22.162 ,11 r l ?--_T ' {r'` I ' •1- - T L, r _I w O1�B07CFFb�- j. ----NEW UTTERS-& LLI t r : r1 I7r L� —: �L yl - TJX / { 1 DOWNSPOUTS TO " ,, r; 4 4,_ 1_ I1::1.- I�I_ , li 1:I'l ',I Lr_ ,CL_l.,l 1' i'_'. Ll tJl_,:.l.L "7 ' L f I' '7, L; 'lr:-L1 !i' .I J[ I ;L`1 =i !-I Iii ! I _ .__h: _I,L_ _.! ;A--'! : _l.r:. l,l i-.!-`t 'r'1 r I�J_i I.I', I IL _I I_ I.I1 :ll_ l..l,_,.[l - ,,.Il, -,.t _ I.,-.-1.. _. .- REMOVE VENT I EXIST.DOOR TO REMAIN, i REPLACE EXIST.WINDOW REPLACE EXIST. [ i[_7,, : -. I--:,.�-,!J' Lr[. T i_i [1,,.-:1 [. ,1 _t_,_ -1 I ,-I, It i -� I 1 I : _I P I_.�I [_I1 1 ; : -Ii , -, f I' W NEW D h Lt r tl,, -1�IIT �!,' fir: rr'[ {, t 1 i-1 l_1,_ / DOUBLE 1ILi_! Il_ L1" i L1_ It1 -I'`s t 1 ri' ,�;Jl ,`I,_ : _. . _i,I _ ''i 71.I._., I__.,- --; : L_1Lt1L-IIy. IL Ifi SAND&REPAINT NEW TRIM TO MATCH ! _ 11 r, .:I 1 1;. ..1 u t >r:+., 1 )I _ ,L 1:.. .,_ ,.�, I..TJ-I _ L` ,. _. .L 1_ 1_ t I T 1 t . :,t_ :.T . ! _.I_.•1. ! :L r l_ . I T7 !I' 1-T _ IF L,.--1- L i i E EGRESS WINDOW TRIMT PE'A' Irl,_1.: I�_Ll_t �,l –'r 'I ' i.l_;_.,I.i ii I, -,l -,l i,. _1 it [ iT' ,: EUA EXISTING & Y Tr. ,; _ ,. f[ .. L :i. ;1'` .._liL_ C��r 1 -I�I`�r_:1 L-I": u[ i II I. h • , 1 1_, L_u 1 11_-:,._ L,t_ ._,r. .I, ',1I _, L R R - ! _a-[1 � ,I[1 :.r._, L. _ I [ ;J . _ I_i 1IJ.. -T] $.1_ 1' L1.,.- T - L.[_ -'?- JI! �.: i- -t .'._1.,.1_ 1,1 ,,I,L_ I I-J -Ii -'•' I- ' 1'' I-''i- L' I .111J1 _ �� �. ti t, I L i r I ,� ` 11. , `t % !_ I 1. , I � l'l ?f_1 I,!` j SEE SHEETA 201 T_ 1J 4 J J! _.'!II- _]: i_.I , "1_ I,I1 ,1`„ I1_-[�'I_ri!„ L,_ II !_ . _ I!, i.. i I _r_I- I_ LL ;: :,i_ I, _ i. 7 i. I! L_II 1 5 _C!.. t: ? _t' 1 1-!-: [ ?', [ 1--! _:. 1-(1_i�- !- I !'i - f1i i' i"Il :IiI n '[ % REMOVE COMPOSITE EAVE EXTENSION I r i4 - - I, r �.-7 '..- _1 _I ..1 1, 1 I- :.l -111. L1-I_�1.J�1 Tl r L, 1 1_ _irTTC L ]_'I lL-I: .:. L r-,I1 l _[I �, 1. a-I, ., =r[ L Ali tC W r I-'rTI 1Ir J. ri-y 1 - ) __'? 1 i,LJ- I. _1,1 I _L, :-T' i._..i ''• r. , Y- r Ir-r - Y } 'L �li ,i1. ,I 'll ,:LII i :,ll,l -hI. _ -11'. �1�,I,.,,i I_I ,i,', ..I 12,,! ,/ REPLACE /NEW GUTTER lir :r 7 �1rr 1i 1'II / EXIST.TRIM TO REMAIN L , L. I 1 1 _1 Tl`V1 I1 I TI I.L 1_, 1 [i CIE .110 r 4 r NEW CEDAR SHINGLE ROOF NEW CEDAR SHINGLE ROOF ► t� I` i T �? r �j J I 4[ 1�!� l , 11 1- �j ;� L I 1: - 1 1 11.1 I 1 ,_. I:. '* L L I'.- 1 [ 1 71C Ta L 1 EXISTING PTD.WOOD CLAPBOARD SIDING i Z 1 I,. 1. 11a 4 r` I { tr I TO REMAIN;SAND&REPAINT T -1 1t 1 T[L [1 l I 1'r t 1 Il'.IL Lt 1 I I( J- ''I I L;, [['I �J it �[I 711[ fil[ 11 NEW PTD.WOOD FASCIA TO - %/ L rl ?',,! +- 1• ? r '9 024802 O MATCH EXISTING NEW PTD.WOOD FASCIA TO T� y pF NEVA NEW.PTD.WOOD I _ MATCH EXISTING, ✓I CORNERBOARD NEW GUTTER&DOWNSPOUT NEW PTD.WOOD BOARD SIDING TO - \ MATCH EXISTING,TYP.AT ADDITION j C1 � 6 ,; 14 NEW WOOD STEPS&WOOD I NEW DOUBLE HUNG D �I 1 Al Al Al C1 C1 C1 WINDOW TO MATCH E DOWEL RAILING AS PER NYS CODE I I I I I I EXIST. NEW DOUBLE HUNG WINDOW TO REPLACE ! _ EXISTING w/TRIM TYPE'B' w/TRIM TYPE'B'; _ SEE SHEET A-201 SEE SHEET A-201 EXIST.DOOR TO REMAIN;SAND&REPAINT, j NEW FULL-SASH WOOD SCREEN/STORM DOOR NEW PTD.WOOD BOARD T.O. Proposed Raised Finish Floor SIDING TO MATCH EXISTING, Drawing Legend: TYP.AT ADDITION - - - - - - BFE AE6 + 2 Freeboard + 6 3/4 Wall To Be Removed ti —I T : I Wall T Remain EL. +8.562 i I i I I I I o e i I New Wall : I I — - - —I_= New Foundation Wall - --- - - - - - -- - - - - --- - T �- -- Z- -T-� -' �_ - - - — - Exist. Finish Floor - --_- - 1_ _ I -------- Lines Above EL. +5.98' � NEW WOOD STEPS&WOOD NEW PTD.WOOD - ------------ Lines Below L CLAPBOARD SIDING TO PTD.WOOD LATTICE - Guidelines Exist,Grade PROPOSED DOWEL RAILING AS PER NYS CODE MATCH EXISTING EXPOSURE AT VILLAGE AT STOOPS,TYP.,T.B.D. NEW WOOD STEPS&WOOD EXIST.WINDOWS&SHUTTERS NEW WOOD STEPS &WOOD NEW RAISED FOUNDATION w/GREY GRANITE VARIES ADDITION LANE FACADE DOWEL RAILING AS PER NYS CODE TO REMAIN;SAND&REPAINT DOWEL RAILING AS PER NYS CODE STONE VENEER,TYP. - - - -- Fence NEW DOUBLE HUNG WINDOW TO REPLACE EXISTING w/TRIM TYPE EXIST. FIXED DOOR&TRANSOM 101 Door Tag 'B';SEE SHEET A-201 TO REMAIN;SAND&REPAINT NEW RAISED FOUNDATION w/GREY PROPOSED ADDITION GRANITE STONE VENEER,TYP. - REMOVE EXIST. NEW RAISED FOUNDATION w/GREY GRANITE STONE VENEER,TYP. 101 Window Tag LEAN-TO SHED Axxx -� Section X, 2 Proposed Building Elevation Willow Street - North 1 Proposed Building Elevation - Village Lane - West Sheet A-XXX Scale: 1/4" = V-0" Scale: 1/4" = 1'-0" z Detail Tag NEW WOOD SIDING&TRIM: Elevation Tag (WHERE APPLICABLE): LIFESPAN SOLID SELECT OR EQUAL WOOD SIDING,FASCIA AND TRIM x NEW WOOD STOOPS&STEPS: x Axxx x STOOP DECKING AND STAIR TREADS TO BE Interior Elevation Tag IPE 5/4"X 4"BOARDS STAIR RISERS TO BE LIFESPAN SOLID SELECT OR EQUAL PTD.WOOD,COLOR T.B.D. x RAILINGS TO BE PTD.2"X2"SQUARE PROFILE VERTICALS W/3-1/2"15/4"RAILING CAP AS PER NYS CODE t M E R Y L K R A M E R a r c h i t e c t �T.O. RidgeatExistingtoremain — - - - - - - - - - - - -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEiN�'Tfl•W90B TRFRA- — 260 H O R T O N S LANE EL, +23.662' -' TO MATCH EXIST. __-`• I i '1 - :' ;ra J,�I r� `[ ��!.4 il. .. __.! ! I I 41 IT �T.O. Ridge at Addition AT NORTH FACADE [ 1 ! I ,_ n 1 J ! 1L l 1 I POST OFFICE BOX 1 6 0 0 -- irh �r I 1 ? I! I .i EL. +22.162 1 :'C' '1'1 : -[T ,I.:. -I 1 f Ja -- I I NEWWALLSCONCE L 1J i1 1 -I_J,,.I;�: -_T:I: 1,,_'L Ir 1. IiI .i.C,ti_.:!1- 1 ,!-;T.IrIT` - : I' t:,1r1 i _ �EWTAETALf1�70REPLACE SOUTHOLD, NY 1 1971 r _1 li`,r' i.-'..I.l.,, L 7TI'J1 _ ij I i' L!1 rLl; L ..'L!_ 1 11 _ ,I-_L,' L_)1 [ „ i ,,!', [L ;j_1, 1_ I l :I- L.1 ,. ,_!1 -. 1 TLli.T. !l, �I_-lJ T1' lI [ EXIST.MASONRY CHIMNEY REPLACE EXIST.WINDOW ' i i TIr '( .1 1 -L r, i;,l _l l Lt-,_. _1 I_I =C`_l i T_ -t t i _ r � it 11_ _I _ -1, L I,'J_ Als:- Ll J- L is I t7 : ' ..rL 6 3 1 - 4 7 7 - 8 7 3 6 w N N TYLE l ( EXIST.DOOR RELOCATED I' ,Ili _ 11, :I_I,.J[ _1 L 1 t!:'L [,I ,![ l !I .III J L. 1 I '1 I I !{ t` r,. P 1 I E I i' :- , 1. ,-lll_ l ,1`ill. ri[.lr _ `I'I „ r� 1_ Il _._l tis '-`: r /NEW DOUBLE HUNG S Ct 1.. I' hTL [ r1 7I 1.1 Ill „] .,L :I I :._ ....1_ , 1 1 :_.1;. _: J_-�„I 1 II i _ 1 ,i r r - r' : - .., L4,� It-.I1�. .L i 1. - I ,-IIF ? :r 1, - I, LI''i ( lI'.I I,''Jr 1'[--1-1- !. L:[ _ w 1L ! LI t 11 1_?- EGRESS WINDOW&TRIM TYPE'A' i I FROM EAST ELEVATION; L wC_ - ]i I i[ I,.I_ I Il�ri 1,11 1L, I_,:I `L -, L_li.r J.r_:_L I .!;L I__LI I_'I.1 _I,11 -I1 I, _ ] 1.1 [ i_ i., 1 0 ] _ t -,I._ I ',:._ :I NEW CEDAR SHINGLE m k a r c h I t e c t c o m SAND&REPAINT J ,1 , LLi. 1 11 1 I' L- 1, i :[;7..,:,rL -`!1� ' I,-' , .� �f Ii,, Ii:T- ' i-I I1_i_._1-L:, 11 -,-j1l---,Ill,�II LLII! ,li: l; iL-,t i'Ii �I1i_ I' � t J[' 1iT :`.!-1 1_ij.' :_ ” Tt , I, - I.:-.-r-r_1TI_ SEE SHEETA 201 1 I t, Ii I1, I l [. l 1_ .t-,1 .I i I- I LI ,.I f-- t.'1_ ' 1 1_ fi r r r7 "I 1, j .�J -l'_ ,_.11 11"[__r' ROOFING OVER t1 4'! _:Ii. .IJ--1111-` Irll , I' T-[I J: I_'.:7- t1'' ?1 ,[[,17 11 ' _r..' II'I �,I ,17 ` i11 11 1.- !I_I.11 T .. 1_I Il. ! 1'.1 1r.,. ,1, J I,_ 1. r- I, -1 EXIST.FRAMING EXIST.TRIM TO REMAIN EXIST.WINDOW TO T` -- i'. -t-_:, _ .I 1, 1, .J-_1 -i� 4-f.1 4-1+ _lig _I,! i 'a [ _1- _.,L Iii i _ !,1.1,-, _ 1 ;,.- '-r'�`, .i, ��`,'-rir, r r , ' N • it _ �`,I [ ,:. .L . , ,Lr 1� - I'I t•I- 1 r i- I SII Ii , 1 -,I I[1!I 1 �I`I- :I_ lrLi�'' REMAIN;SAND& r IT - S NEW CEDAR SHINGLE ROOF a ''r "1 l T,ix REPAINT r 10 T7_ [I_ 'I'r1-fir i` J , T 1_ i, h II,IJ; I 0 [ I; -1i 1 , 7 t,Lj NEW PTD.WOOD CLAPBOARD SIDING I = ` 1 ! 11 It[ II i1 •[ i 1 a 1 r r TO MATCH MATCH EXISTING EXPOSURE AT L 1 l r L I.1 1 _I ' I II' 1r + a `L 1_ ITT I J 1 1. li L ➢, I T [ -1- .71I 1{,' i- I IAlw I LI: t' h� 1 I REPLACE FASCIA BOARD VILLAGE LANE FACADE o NEW PTD.WOOD FASCIA TO -Tfi ,1 _i7 ;,,I rr l .l '_ ;. h i,,r1: lI1 .I_i -liir. 1l1`I LU w/PTD.WOOD FASCIA MATCH EXISTING TO MATCH VILLAGE LANE NEW.PTD.WOOD c' - r - -- - h - o i 1 . 1 /� I FACADE i I FA I c� I sFASCIA &ADD NEW CORNERBOARD I is i i, ll : !J GUTTER&DOWNSPOUT ■ o i) NEW DOUBLE HUNG STYLE /Fi II '' { I; r C2 r. _ 1 D �. �_� 6D] lEGRESS WINDOW&TRIM TYPE B' C1 C1 i �� hl I Scofield i NEW DOUBLE HUNG NEW DOUBLE HUNG ti T WINDOW TO REPLACE WINDOW TO MATCH � I {', i SEE SHEET i i I •\ i II j I i ,l, / I - 'c- -,ii; I :I1 III l I 11 1 -'j EXISTING TYPE'B' WINDOWS AT VILLAGE LN. ! NEW DOUBLE HUNG r ■ „^ FACADE w/TRIM TYPE'A', iii ! WINDOW&TRIMTYPE'B' �` �G7'del l`je i i �l l l r SEE SHEET A-201 SEE SHEET A-201 ; l i SEE SHEET A-201 j r �I, � 1 I GLE SIDING NEW PTD.WOOD BOARD SIDING TO T.O. Pr Raised Finish F j T { I TO REMAIN,SAND&REPAINT 2355 Village Lane Proposed R s loot li I i 'r _ _p � ( I I' I I I ( I i � I i' MATCH EXISTING TYP.AT ADDITION � 1 i I I I - - - - -j _ �:=_1— - - - - - - - - - - -�-' �,, _�- -_—• {- - 'L1 i - - - - Orient NY 11957 �BFE AE6 + 2 Freeboard + 6 3/4 j _ t� - ;� _i. 12"NEW SHINGLE SIDING TO MATCH EXIST. EL. +8.562 , — — --- -� � - -_-- — _ �-.� I I -�-= �.Exist. Finish Floor - - - -- -r--_=T_ - - �_ -- - N > - - - —T EL. +5.98 - - - - - - NEW DOUBLE HUNG Exist. Grade WINDOW TO REPLACE NEW WOOD STEPS&STOOP PROPOSED ADDITION PRO .NEW GABLE ADDITION 0 EQ BOARDS EXISTING;WINDOW TO MATCH w/WOOD DOWEL RAILING PROPOSED ADDITION Elevations VARIES WINDOWS AT VILLAGE LN. AS PER NYS CODE 18 EQ BOARDS 16 EQ BOARDS FACADE w/TRIM TYPE'A' 18 EQ BOARDS EXIST.DOOR TO BE REMOVED AND PTD.WOOD LATTICE D LA PROPOSED RELOCATED TO SOUTH ELEVATION AT STOOPS,TYP.,T.B.D. AT STOOPS,TYP.,T.B.D. ADDITION NEW DOUBLE HUNG STYLE EGRESS WINDOW&TRIM TYPE'B' EXIST,WINDOW TO BE REMOVED NEW RAISED FOUNDATION w/GREY SEE SHEET A-201 GRANITE STONE VENEER,TYP. NEW RAISED FOUNDATION w/GREY GRANITE V - rt11 - , " STONE VENEER,TYP.ProosBuilding Elevation - South Proposed Buildin Elevation - EastScale: 1/ - 1 -0 Scale: 1/4 - 1 -0 SCALE:As Noted A-200 © 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 12.17.20 HPC 8.19.21 Amended Disapproval 9/15/21 ZBA 77,a 10/13/21 Interiors Set 6/16/23 PERMIT SET I I REVIEW HEADER IN FIELD / CONSULT WITH ARCHITECT I I f M f \\ I DASHED LINE INDICATES EXISTING RAFTERS BEYOND I TYPICAL NEW GABLE ROOF CONSTRUCTION: \ -CEDAR SHINGLE ROOFING EKED ARC -GRACE ICE&WATER SHIELD I 0�5� .tL KRq�t / DINING HALL BATH :..:.:...:;. p- t� �_::..: :..: -3/4"APA RATED PLYWOOD SHEATHING ::`.:: : : .:::. .t /� 2X8 ROOF RAFTERS @ 24" O.C.SPLICED TO EXIST. I � (SEE PLAN FOR SIZE) 2X6 C.J. ::�:::....::::.. w/OPEN CELL SPRAY FOAM INSULATION • as" GYPSUM WALL BOARD(PAINTED) T.O. Raised Finish Floor ( ) N�q o24'Brill ¢� D ' FE AE6 + 2' Freeboard + 6 3/4" T� `✓ BI O EL. +8.562 I 12 OF N�� N CRAWL :..::.: .:.:::.:. CRAWL 10 Exist. Finish Floor ::`.`:`.:`:`..`,::.. EL. +5.98 — I x . Grade Exist. Grade Exist— — _ '. � _— — ." . -- _ .�- ::::..::� "�•'' ::" I= `: `' —o :: T.O. LATE VARIES/EL. + — — i f I - (Varies) EL. +4.3 — — — — — — — — — —.— - l —.—._. 5.1 —.—.—.—.—.—_. — Drawing Legend: +7-5 AFF VIF TO MATCHEXI ST. E _ _ _ _ _ _ . Wall To Be Removed - - - - - - � FIN. 5/8 GYPSUM BOARD CEILING (PAINTED) Wall To Remain New Wall New Foundation Wall -------- Lines Above 1 Building Section at Existing I ------------ Lines Below Scale: 1/4" = V-0" -SIMPSON HURRICANE TIE — — — — SEE STRUCTURAL DETAILS — Guidelines — — — —- Fence 101 Door Tag I 101 Window Tag I Axxx Section X, I Sheet A-XXX e` x Detail Tag i i 1 Elevation Tag ! J E IT <I x x x Interior Elevation Tag L l, t I r ' r' r I J�x TYPICAL ADDITION EXTERIOR WALL CONSTRUCTION: L -LIFESPAN SOLID SELECT WOOD BOARDS(PAINTED) /'� OVER VAPRO SHIELD WRAPSHIELD RS 7MM I HUNTER PANELS XCi NB INSULATED STRUCTURAL R SHEATHING**, 1.6"THICK R 6.80 I EU -2x6 @ 16"O.C.STUD WALL / \ I w/ BATT INSULATION R 13 I EE -5/8" GYPSUM WALL BOARD (PAINTED) Ak BEDROOM 1 I ( TYPICAL ADDITION FLOOR CONSTRUCTION: **STRUCTURAL SHEATHING TO BE USED Irk \ @= NEW 3/4"WOOD FLOORING AT ALL NEW SIDING LOCATIONS -NEW 3/4"APA RATED ADVANTECH SUB FLOOR \• / I NEW 2X8 FLOOR JOISTS ( M E R Y L K R A M E R \ / — — — — — — — — NEW ROXUL/ ROCKWOOL BATT INSULATION R23 BOX BEAM — — — — a r c h i t e c t T.O. Raised Finish Floor T.O. Fin. Floor I µ m BFE AE6 + 2' Freeboard + 6 3/4-"- _ li` � +0'-3/4"(NAND +8'-6 3/4") EL. +8.562' Ri —.--�/ T.O. Subfloor 260 I CRAWL � a DATUM (0'-0")(NAVD +8'-6") POST OFFICE OB O XNS L 11600 0 0 -" -- 7- - - --- - — — — _ _ - - � - - - - - =z - - - - - - -r - - - LL_ 1 o S O U T H O L , N Y 1 1 9 7 1 Exist EL.I+5 918' r ` — — — — — — — —B_O. Floor Joists D = r - --- 0'-8" I 6 3 1 - 4 7 7 - 6 7 3 6 11rt1" 111— I�1 — 111 �� - Exist. Grade —.—.—.—.—.—.—._.—. • • —.—.�. m k a r c h t e c t c o m — — i_ (Varies) EL. +4.4 d1 \ �. T.O. Foundation — — _ - IYP1 LL CONSTRUCTION:---------- o. — — —.—.—. STONE VENEER (ABOVE GRADE), COLOR T.B.S----_- - -- -0 11 I — - 1"STYF OFOAM PERIMATE RIGID INSULATION _ -BITUMINOUS WATERPROOF LAYER o '� POURED CONCRETE FOUNDATION WALL �= I l 9 d \ I 2 Building Section at Addition M .__.__._....._._ .�._._. — — —EX:�':.3r. F. . o Scale: 1/4" = V-0" o , + +�,. Scofield o - - NEW VENTED CRAWL SPACE TYPICAL CRAWL FLOOR CONSTRUCTION: SMART Residence -4 POURED CONCRETE SLAB VENTT.O.Slab -10 MIL POLY VAPOR RETARDER .'—'-- -2" RIGID INSULATION - � — �/ -3 8 I 2355 Village Lane w/ PERIMETER INSULATION (OMIT 6'WIDE EVERY 4 O.C.) 8" MIN.CRUSHED STONE DRAINAGE LAYER q I Orient, NY 11957 SET ON COMPACTED GRANULAR FILL G c o o GRADE(varies) { { { ! iz ;,;» +F! : 1- X11 Zt4l f,l }C ti j�' j;j ,. —.—.—.— ". — -4'-1 1/4" (NAVD 4 4') + I W Building Section —i -o- I Z v m I •.p SCALE:As Noted -- lB.O. Footing -6-71/4"VIF - �..=1111 IIII IIII_._111 --�LIl�I I 1111—1LLL=_I1ll —11 I I-I ll1� � A-300 3T pical Addition Wall Section Scale: 1" = 1'-0" @ 2020 Meryl Kramer Architect All Rights Reserved SIMPSON MSTA15Z-18 GAUGE RIDGE STRAP W/ 12- 10d NAILS-ALL ROOF RAFTERS Issue Date: Set: EACH RAFTER 5/5/21 To Structural Engineer IN PLACE OF STRAP 6/16/23 PERMIT SET ' WHERE RAFTERS DO NOT LINE UP WITH STUDS: SIMPSON H8 HURRICANE CLIPS @ 16"O.C. ON EXTERIOR FACE OF PLATE W/5-10d NAILS EACH END &SIMPSON MSTA24 18 GAUGE METAL STRAPS @ 32"O.C.W/ 18-10d NAILS _ ICE SHIELD UNDERLAYMENT REQUIRED PT POST,SEE PLAN GALV.SIMPSON ABU POST BASE 0 o CEILING JOISTS ARCyiT 1'-0" ANCHOR BOLTS PER POST BASE Z�5 �•44 KRq,y ��k EEC z DIAMETER (2)#5 DOWELS o BIGFOOT BF24FOOTING *N aC —24" PROVIDE 8d COMMON 024802 O� MAILS @ 4"O.C.AT FOF t4 EXTERIOR EDGE OF ALL SHEATHING ----- ----- ----- APA RATED PLYWOOD TO im EXTEND TO TOP OF TOP PLATE WHERE RAFTERS AND STUDS ALIGN: TYPICAL PIER SECTION B Scale: NTS Drawing Legend: SIMPSON H8 HURRICANE TIES @ 16"O.C. ( _ _ _ _ _ _ Wall To Be Removed W/5- 10d NAILS @ RAFTER, 2-10d NAILS @ PLATE,AND 5- 10 NAILS @ STUD./ Wall To Remain New Wall New Foundation Wall HEADER _--_____ Lines Above ------------ Lines Below ---•--- — Guidelines — — — -- Fence 5/8"APA RATED STRUCTURAL 1 101 Door Tag PLYWOOD SHEATHING 2 X 6 STUDS @ 16"O.C. w/8d NAILS @ 4"0/C AT EDGES&@ 6"0/C IN SIMPSON LSTA36 11 14"rIDE _ FIELD 18 GAUGE METALS[RIP @ JACK STUDS 101 Window Tag 24-10d NAILS _ Section X, g r—� Sheet A-XXX SI PSON MSTAI8Z 11/4"WIDE X ( Detail Tag PROVIDE SOLID BLOCKING 18 GAUGE METAL STRAP AT ALL SHEATHING SEAMS @ JACK STUDS Elevation Tag PROVIDE DOUBLE STUDS AT WALL VERTICAL 1 - 10d NAILS SEAMS SIMPSON MSTAI8Z 11/4"WIDE -18 GAUGE x METAL STRAP @ 32"O.C. W/ 14-10d NAILS x nxxx x Interior Elevation Tag 0 o x CO = 3/4" PLYWOOD SUBFLOOR GLUED& NAILED(TYPICAL)w/8d SIMPSON DSPZ 13/8"WIDE- 18 GAUGE NAILS @ 6"0/C AT EDGES& 12"0/C IN FIELD PROVIDE /F----�METAL STRAP WRAPPED UNDER BOTTOM PLATE SOLID BLOCKING @ ALL SUBFLOOR EDGES-1ST TWO BAYS @ 32"O.C. OF JOISTS W/8-10d NAILS (TYPICAL) NAIL SHEATHING TO M SILL PLATES 8d NAILS @ 4"O.C. M E R Y L K R A M E R a r c h i t e c t TYPICAL WALL CORNER-AND INTERSECTION DETAILS FLOOR JOIST FLOOR JOIST OC Scale: NTS - TOP OF FOUNDATION 2 6 0 H ORTONS LANE POST OFFICE BOX 1600 5/8 X 12"A.B. @ 32"O.C. & 12" FROM CORNERS 2-2X6ACQ ° °_ ° �' d d ° ° d a a. SOUTHOLD, NY I 1 97I ° COUNTERSUNK W/3 X 3 X 1/4"WASHER d �. ° 4 a A ° d . SILL PLATE 4 d ° 4 ° a ° 63 I 4 7 7 - 8 7 3 6 '•, ° - 4 da d d da, e d d m k a r c h I t e c t c o rn d a °ci • d ° d • t3 _ d 4 ° ° • ° d 'd 4 A ° G G o .d.Q ° :'`::.. SILL SEAL AND ° ° d A ° d �7 d d SEE FOUNDATION DWG. TERMITE SHIELD ° cd Q d "� ' ° d ° 4 d ` FOR DESIGN d ° ° d � d 'AC d d 2"V-GROOVE WITH SEALANT SECTION ELEVATION EACH FACE Scofield Residence A HOLD DOWN + SHEAR CONNECTION CRITICAL PATH — CONTROL JOINT NOTES: Scale: NTS 1. JOINT TO BE LOCATED WITHIN 10'-0"OF CORNERS. 2355 Village Lade 2. JOINTS TO BE SPACED 20'-0"MAXIMUM. Orient, NY 11957 Structural Details TYPICAL CONCRETE WALL CONTROL JOINTS DS Scale: NTS SCALE:As Noted S- 100 @ 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 5/5/21 To Structural Eng.-Rev. 2x8 P.T.LEDGER w/Timberl-OK SCREWS 6/16/23 PERMIT SET INTO BOX BEAM,(2)SCREWS @ 16"O.C.(TYP.) 2x12 P.T.STAIR STRINGERS SET ON 2x10 PLATE ------------- - ---------------------------------------------------------------------------------L, p ; 2x12 P.T.STAIR STRINGERS I I \ LINE OF WOOD STEPS ABOVE SET ON 2x1T PLATE En — -- —W ao PT 2X6 DJ I BEAM POCKET BEAM POCKET --SEAM POCKET @ 16"O.C.(TYP.) @ 16"O.C. p ( TYPICAL DECK SUPPORTING PIER 0 a l I I I NEW 6x6 P.T.POST w/ABU66Z POST BASE "o it I ( I SET ON 10"SONOTUBE I w/(2)#4 VERTICAL DOWELS, w ON BIGFOOT BF24 FOOTING J EXIST. TO REMAIN EXIST.F TO REMAIN PT 2x8 I j 36"MIN.BELOW GRADE - - + ' - ' ' ' - - ' LINE OF WOOD STOOP ABOVE I I E3 U I 1 I I 1 cop 2x8 P.T.LEDGER w!Timberl-OK SCREWS ,�EFtED q,4 • - _I_ - , -I_ _ , L _I 3"DIA. ( INTO BOX BEAM,(2)SCREWS @ 16"O.C.(TYP.) � +j L Kp PIPE COLUMN --a� -------- -------- ------------------ � Rqy� d I I OR --------------- -------- n--------'-l �:1 `. p 8,x16"CMU _ >. PEDESTAL SHIMS BETWEEN I o I I OVER 30'x30"x1 ' NOTES: LIJ 1P NEW GIRDER& l- rl -� cxv P.C.FOOTING p FOUNDATION CONCRETE TO BE 3000 PSI EXIST.JOISTS,TYP. ��` ?4 > I i BEAM POCKET ALL SLABS TO BE 4000 PSI 802 100 I — —I— — + NE N JO I i a SEE FOUNDATION PLAN A100 FOR SMART VENTS OF Co 1 1 I � 1 I0 I SEE S10o FOR HOLD DOWNS AT FOUNDATION I I I ' w ( I w l I BEAM POCKET---\ I I I 0 ( NEW P.C.SLAB I 0 I 0 I 1 p l SEE(A-300) p 00 I I Drawing Legend: N I I N I 1 I I I I BEAM POCKET I I I ; [ _ _ _ _ _ _ j Wall To Be Removed BEAM POCKET m l m l L _ , w VENT �- V _" a p ' i New Wall Wall To Remaln '---- ----------------------------- - --- -- - ------------- o N i w New Foundation Wall ------ -------------------- - ----------- NEW CRAWL m ? ; _------_ Lines Above o > oo PT 2 6 DJ �O 00 ACCESS HATCH NEW P.C.FND.WALL o N @ 16'O.C. V �_3 m 2x8 P.T.LEDGERiwi/ - NEW FJSEE A-100 LL c N m ABOVE �— -- Lines Below ( ) pw Timberl-OKSCREWS ____------ w w ~-I -I INTO BOX BEAM,I 1 I —•------- Guidelines j � (2)SCREWS i EXIST.FJ TO REMAIN @ 16"O.C.(TYR)I Fence 1I 1 1 I I • 2x12 P.T.STAIR STRINGERS - -r-- -. ----� 101 Door Tag ------- ---- SET ON 2x10 PLATE I I @ 16"O.C.(TYP.) - S 101 I i i AM POCKET 101 Window Tag I I I I I NEW P.C.SLAB Axxx Section X, I SEE(A-300) Sheet A-XXX I LINE OF EXIST.WALL ABOVE I I I I X Detail Tag I I I �m o ' Elevation Tag i I 3"DIA. . _ PIPE COLUMN x OR 8"x16"CMU 2x8 FJ @ 16"OC PEDESTAL x x Interior Elevation Tag OVER 30"x30"x12" i P.C.FOOTING x I BEAM POCKET VENT VENT I I I I i ---------- ----------------------' NEW P.C.FND.WALL SEE(A-100) 2b S-101 I M E R Y L K R A M E R a r c h i t e c t Foundation Structural 1 Scale: 1/4" = 1'-0" 2 6 0 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1971 6 3 1 - 4 7 7 - 8 7 3 6 2x8 P.T. LEDGER w/Timberl-OK SCREWS I INTO BOX BEAM, (2)SCREWS @ 16"O.0 m k a r c h i t e c t . c o m (TYP.AT STOOPS), BOX BEAM T.B.D. IN F (2) P.T. 2x6 SILL PLATES DECK SLOPED AWAY FROM HOUSE w/5/8"x 12"ANCHOR BOLT @ 32"O.C. 1/8" PER FOOT MIN. EXIST. FRAMING ABOVE, w/3x3 WASHER (TYP.) T.O.Subfloor T.O.Subfloor T.O.Subfloor T.O.Subfloor DECK T.O.Subfloor Aoll Av DATUM(0'-0")(NAVD+-'6") DATUM(0'-0")(NAVO+8'-6") • DATUM(0'-0")(NAVD+8'-6") DATUM(0'-0")(NAVD+8'-6") DATUM(0'-0")(NAND+$'-W) P.T.2x6 FLOOR JOISTS B.O.Floor Joists B.O.Floor Joists B.O.Floor Joists B.O.Floor Joists B.O.Floor Joists �'8" 0'8" 0'8" 0'8" }O'8" • ti NEW DROP GIRDER LL Scofield • T.O.Foundation Wall > I I T.O.Foundation Wall 11 ti T.O.Foundation Wall v L_______- T.O.Foundation Wall S AT EXIST. -------------- �. " 0'-11" 1/8" HIM ST.JOISTS TO Foundation_W 11 -0'-11" 0,11" Residence BEAM POCKET,SHIM AS REQ'D. I 4"' 2 - —.—.—.—.—.—.—.—.—.—.—. ,w - I'' —•---- — —•—EXIST.F.F. I EXIST.F.F. •—•— — — — — — I �- — .—,—,—.—.—EXIST.F.F. —.—.—.—.—.—.—. _ 7'. —. —.—.—.—.—.—.—.—. EXIST.F.F. —.—.—.—.—.—.—.—. .— .—.—._.—. EXIST.F.F. (NAVD+5.08') (NAVD 1+5.98') o (NAVD+5.98') — — — — — — — 2355 Village Lane _ (NAVD+5.98') (NAVD+5,98') w w W DROP.GIRDER,SEE PLAN Orient, NY 11957 Ji Z 81 `� Z 8 `� z 1 E- SIMPSON LCC LALLY COL.CAP > > > (2)#4 REBAR SET 3" BE o d > o > o T.O.WALL(TYP.) N 0 0 v 3" DIA. PIPE COL.OR 8"x16"CMU PEDESTAL T.O.Slab ; T.O.Slab v T.O.Slab v T.O.Slab T.O.Slab 'RADE -3'-8" y.v. . - 'C1' .. ,P ry a GRADE -3'-8" - -��,:c} _w - .Q .- - GRADE -3'-8" - . a - o v. _ o. - o• -3'-8" �;, - - v -. v 'c� - C r - - - - - I I ,� r;• r _ 1EI i flu l ...�:::,� �, ( . !if .I� i ,.�.� f�r I li�,!d •IIM ifNl'..1}: If I 'lllrF#�t, -��Ih .f.: `l l 1 f Hil! I !. ' f :".,.,,..»•;.I: �_�{ ui, ,�. � .I ,II r.. �'. i Li ,� I I Id I. i I I ft r Il II Foundation Structural - __ 12"x12" PEDESTAL - _ /O 4 REBAR IIII— a -� w 4 # B.O.Footing - B.o.Footin B.O rooting B.o.Footin 1 SCALE:As Noted v g P g - g -� - g v- I cam•, B 0 Footing 6'7 1/4"VIF _ - — 6'711/4"VIF ---_ -_ --_ - - _— _ --__ -6'-7 1/4"VIF - -- — =8" -6'-7 1/4"VIF - - - - --_ — 6'7 1/41'VIF 8" s s -- - --- -- s $ IIII- IIII=IIII- -8'- --s°- s°- _ - s.. s _IIII=— 9 10 -9"_ _ IIII IIII--1111 I 2,-o III III 111 2,-0„ 2)61! - — 2'-0' 2'-0' ' G ' - II I � II� W- M (3)#4 REBAR SET 4"ABOVE VE C.L. COL. FOOTING B.O. FOOTING EACH WAY(TYP.) S- 101 Foundation Section T Foundation��eion at Beam Pocket Foundation Section at Stoo 4 Foundation Section between Volumes B0#OOTBING EACH WAYAR SET O(TYP.) Section at S reap' p p d Footin at Crawl Spacecale: 3/4" = 1'-0" Scale. 3/4 – Scale. 3/4 1 0 Scale. 3/4 = 1-0 Scale. 3/4 – 1-0 @ 2020 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 6/16/23 PERMIT SET ��RED ARC �-j L KRq 02480 yp� OF NE`N Drawing Legend: Wall To Be Removed Wall To Remain New Wall New Foundation Wall �\ _---_—_- Lines Above ------------ Lines Below Guidelines — — — —- Fence \ 101 Door Tag EX.HDR. EX.HDR. �\ 101 Window Tag -------------- �' Section X, �I \ Sheet A-XXX Detail Tag f = LLJ Ix I LU x Elevation Tag I ' x - EXIST.FJ TO REMAIN EXIST.RR TO REMAIN \ xAxxx x Interior Elevation Ta � g X \� x ED EX.HDR. EX.HDR. --INSTALL NEW RIDGE FULL LENGTH C�' 2x6CJ@16OC— ' o SPLICE EXIST. 0 0 2x6 RR @ 24"OC U I. w/2x8 RR@24"OC ?. (3)2x8 EXIST.FRAMING /ATO REMAIN �\ M E R Y L K R A M E R A a r c h i t e c t � lC) Li o - - (0 NOTES: I 260 HORTON5 LANE @ POST OFFICE BOX 1 600 `r11 f SEE S10o FOR HOLD DOWNS AT FOUNDATION I 4 vLL OLNY I97 ao SOUTH D I I \\ // N - — - - -- _— - ao 6 3 1 - 4 7 7 8 7 3 6 ---- ---------- -- ------- ---- 1 --- - – ------ — - / @ —� 1 N (2)2x8 EX.HDR. (2)2x8 — -- EX.HDR. 2x8 RIDGE —t I N U EXIST.FRAMING \ `x°U) o m k a r c h t e c t c o m TO REMAIN _ _i N = I ATTIC HATCH i I \ `---GABLE ADDITION: w00 N 2x4 FRAMING i I� I ADDITION: Scofield2x6 FRAMING (2)1x10 ------SPLICE EXIST. 00 00 2x6 RR R Residence N N w/2x8 R @ 24"OC Ui N C7 j o ---____ADDITION: 2355 Village Lane x Orient, NY 11957 2x8 RR @ 16 OC N ( 2x8 RR @ 16 OC 2x6 FRAMING I 2x6 CJ @ 16 OC SET AT 9'AFF U II � j 00 x N N CV ( N j First Floor Structural (2)2x8 (2)2x8 I ; I NOTE: MIN.HEADER=(2)2x6 SCALE:As Noted First Floor Structural C2)- Scale: 1/4" = 1'-0" S- 102 © 2020 Meryl Kramer Architect All Rights Reserved