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HomeMy WebLinkAbout51540-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51540 Date: 01/10/2025 Permission is hereby granted to: Mary E Guyton PO BOX 843 Pt Lookout, NY 11569 To: Demolish(pertown code definition)an existing two-story accessory garage and construct a new two- story single-family dwelling with HVAC system as applied for per Trustees, DEC and SCHD approvals. Premises Located at: 3331 Grand Ave, Mattituck, NY 11952 SCTM# 107.4-11 Pursuant to application dated 11/04/2024 and approved by the Building Inspector. To expire on 01/10/2027. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $1,854.00 DEMOLITION $308.00 CO Single Family Dwelling-New $100.00 Total $2,262.00 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 l :H titl'iol to �now Date Received BUILDINGAPPLICATION FOR For Office Use Only � PERMIT NO. 515DBuilding Inspector: NO Applications and forms must be filled out in their entirety.Incomplete p q qq F"b pffl applications will not be accepted. Where the Applicant Is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: October 8, 2024 OWNER(S)OF PROPERTY: Name: Mary Guyton SCTM# 1000- 107.-01-11 Project Address:3331 Grand Avenue, Mattituck NY 11952 Phone#:347-277-6186 Email: maryeguyton@gmail.com Mailing Address: PO Box 843, Point Lookout, NY 11569 CONTACT PERSON: Name: Meryl Kramer -Kramer + deConciliis Architecture Mailing Address: PO Box 1600, Southold, NY 11971 Phone#: 631-477-8736 Email: meryl@kdcarchitecture.com DESIGN PROFESSIONAL INFORMATION: Name: Kramer + deConciliis Architecture Mailing Address: PO Box 1600, Southold, NY 11971 Phone#: 631-477-8736 Email: meryl@kdcarchitecture.com CONTRACTOR INFORMATION: Name: Siefert Construction Mailing Address: PO Box 1407, Mattituck, NY 11952 Phone#: 631-298-1036 1:Email: office@ siefertconstruction.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ■Addition NAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes ■No Will excess fill be removed from premises? ■'Yes El No 1 PROPERTY INFORMATION Existing use of property: Garage Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? NIYes ❑No IF YES, PROVIDE A COPY. [] Check 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. 00* Application Submitted B (print name): Lo a44FA Elouthorized Agent ❑Owner Signature of Applicant: Date: ��.4 • 2 STATE OF NEW YORK) CONNIE D.BUNCH Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF Qualified in Suffolk County Commission Expires April 14,2�c � 4"1 » being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the zr6t& A"wt* (Contr ,ctor,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 day of 1'J-k/� 20.4, )I &4q Notary Public A(Where the applicant is not the owner) I, Mary Guyton residing at PO Box 843, Point Lookout, NY 11569 Kramer + deConciliis Architecture do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 10/8/2024 Owner's Signature Date Mary Guyton Print Owner's Name 2 Scott A. Russell °SUFFQ ` sT�O���AWWA\TIER, SUPERVISOR MANAGEMENT NAAtGr]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1174 p ], 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' Town n of►�`O?.l thO G LL CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ail ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) ' -- rAPPLICANT: (Property Owne Design Professional Agent, Contractor, ether) NAME: Date: LorrCr �,T,+Yt4ha el Contact Information: Pro erty Address / Location of Construction Site: 3 1 G , F S.C.T.M. 1000 District S'ecmn Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is Less tha+" I Acre No S RD.E S: Perm t s Rewreo t' Project does Not Discharge tc Waters of the State. No S.,P.D.E,S. Permit is Rec,L:ired ' - Area of Dtsturbance is Greater than I Acre &Storm-N ater Runoff Discharges Dtrectly to Waters of the State of New York, THE APPLICANT MUST OBTAIN'a S.P.D.E.S. Permit DIRECTLY From N,Y.S. D.E„C Prier to Lssuance of a Bui!din'2 Permit. ire❑ of Disturbance is Greater than I Acre? are-r R:iiw�ff Flowi Through Southold Town's MS4 Systems to Waters of the State of Nei\ York. THE APPLICANT MUST OBTAIN' a S,PD,E.S, Permit through, the Southold To,�r. En tneet`ai� De at'°t'men Prior to Issuance of a Bui Iding Permit R , � Date 5 F"1R V1�� Cvi(-P -7 / r 1 I a�!, '. Sw4'E4„ 'b+R'E'rTw'".�u'«7ikhN ity�i+,.;A�u"�i...:a8afiM34SA'E.x I ''WRir °K"YFd` e'y,g'.. +15 W4',"A', 'w��y'" .A7r.J:.'e*4"a"yv3"M: :n,"'R,VMKAh' .v„„j,. :,;dam •r,y�.�.. a y yy L t, BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK uG r A � j µ PERMIT NO. 10423 DATE: MY 19,202'3 ISSUED TO: MARY ELIZABETH GUYTON 6 1 d# AP w PROPERTY ADDRESS: 3331 GRAND AVENUE MATTITUC ' SCTM#1000-107-1-11 AUTHORIZATION M Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ' d accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 19 2023,and in u consideration of application fee in the sum of S.L25Q.LQ paid by Mary Elizabeth Guyton and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits ii the following: Wetland Permit to demolish existing 769sq.ft.two-story accessory garage and construct in its place a 1,889sq.ft.two 1 i story dwelling(partially over existing garage foundation to remain),with 38sq.ft..entry porch;install 190sq.ft.grade ? level masonry patio,masonry landings and steps; install 245sq.ft.,215sq.ft and 52sq.ft.stone walkways,stepping stones and 24"high by 30.5' long free standing stone wall;install pervious gravel driveway,parking area and utility area;relocate existing 8'x14', 10'x14'and 81x12'accessory sheds;install 238sq.ft.grade level gravel patio with free- ? standing wood posts,and install 3.5' high garden fence;remove existing 332 roofed-over brick patio,and construct a d'ry �I 16'x38'swimming pool and 858sq.ft.grade level masonry pool patio;install 4' high pool enclosure fencing;demolish existing 403sq.ft.two story dwelling with 308sq.fL covered porch and steps,including 67sq.ft.roof overhang and 126sq.ft.portion of existing foundation,and construct in its place a 336sq.ft one-story pool house(partially over 278sq.ft.portion of existing dwelling foundation to remain),with 96sq.ft.covered porch and steps;install 28sq.ft outdoor shower enclosure; remove two existing septic systems and install a single I/A OWTS sanitary system more than 150'from wetlands; install stormwater drainage system and pool drywell;install utilities,including w underground LP tank,,generator,HVAC and pool equipment;use approximately 108 cubic yards of excavated on- site material to achieve proposed grades(max,Increase+30");install 2' high by 26'long tread on ed,g;e(to retain " grade)with stone steps;maintain existing 6.51x46'and 51x18'timber steps with 12' long retaining wall;existing 96sq.ft.wood deck located adjacent to the bulkhead to be removed;selectively remove 35 trees from within area of proposed clearing,and preserve 81 trees,including all trees located within proposed+25,800sq.fL non-turf buffer; and establish native planting beds and mulched pathways within the proposed non-turf buffer area;all as depicted on the revised site plan prepared by Water Street Design Associates,last dated July 19,2023,and stamped approved on July 31,2023. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Sea]to be affixed, and these i presents to be subscribed by a majority of the said Board as of the day and year first above written. a Of thod ' ,,f�.. ry rat. ,Ip y5"+e"' �F .. ..wav,4.�' N ,.�. 8u'ori�i':'v;.td47 t+v"M.+A.u'! +"w,a �4,vr,t,.. �.«w "�5zSGj� '49x["`w`eu �.,kpuld. uM'4.•4M'r. ', .�...,, ,,��,...,,.�..W.... :�"r 'AA'V ,."1�N !.w� +p* + r Yx � r NEW VORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-04962 PERMIT Under the Environmental Conservation Law I< C l Permittee and Facility Information Permit Issued To: Facility: MARY ELIZABETH GUYTON GUYTON PROPERTY 109 LYNBROOK AVE 3331 GRAND AVER 1000-107-1-11 PO BOX 843 MATTITUCK,NY 11952 POINT LOOKOUT,NY 11569-0843 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 706.396 NYTM-N: 4542.304 Latitude: 41°00'20.9" Longitude: 72°32'44.7" Authorized Activity: Remove the existing shed and deck. Due to the proximity of a known northern long- eared bat summer occurrence, tree clearing is prohibited between March I and November 30, inclusive,of any calendar year. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Timothy Kenniston, Registed Landscape Architect,stamped NYSDEC approved 8/7/2023. Based on the information you submitted,the Department of Environmental Conservation has determined that the portion of the property located landward of the contour labeled"Top of Bank",which exceeds ten feet above mean sea level in elevation, as shown on the survey prepared by Kenneth Woychuk, Licensed Land Surveyor, last revised 07/1/2021 is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661),no permit is required to conduct regulated activities landward of that contour. ._... .�.���_....�......... .___�.. ._.._.�_�,,_r...�.Permit Authorization.�.. s Tidal Wetlands- Under Article 25 Permit ID 1-4738-04962/00001 New Permit Effective Date: 8/7/2023 Expiration Date: 8/6/2028 = - . I I .-- ­...................... NYSDEC Approval By acceptance of this permit, the permittee agrees that the hermit is contingent upon strict compliance with the ECL,all applicable regulations, and all conditions included as part of this permit. Permit Administrator:SHERRI L AICHER, Regional Permit Administrator Address: NYSDEC Region I Headquarters SLNY @@ Stony BrookJ50 Circle Rd Stony 3roo ,NY 11790-3409 Authorized Signature: �. :. �: .6�._.._... ..... Date�/ /��3 .- _.�...� Page 1 of NEW PORK STATE DEPARTMENT'OH ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04962 Permit Components ............. NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS ................... NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application, Such approved plans were prepared by Timothy Kenniston, Registed Landscape Architect,stamped NYSDEC approved 8/7/2023. 2. Tree Clearing Prohibition for Long-eared Bats Due to the proximity of a known northern long- eared bat summer occurrence,tree clearing is prohibited between March I and November 30, inclusive, of any calendar year. 3. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 4. No Disturbance to Vegetated Tidal Wetlands,Dunes There shall be no disturbance to vegetated dune areas or vegetated tidal wetland areas as a result of the permitted activities. 5. Equipment, Material Stored Away from Crest of Bluff The storage of construction equipment and materials shall be confined to upland areas landward of the crest of the bluff or hill. 6. Materials Disposed at Upland Site Any demolition debris,excess construction materials,and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 7. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of pro,ject, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 8. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. Page 2 of 6 U P IL9 t ICO ftd U)L_Llc- S.C.TM.9f000-107-1-1.3 LAND N/F OF \ JAMES NEUMANN EXISTING CAMPER AND SHED TO / TARA NEUMANN BE RELOCATED / MICHAEL NEUMANN � KATHLEEN NEUMANN TIDAL WETLAND SOUN R J AS DELINEATED BY DWELLING I}` EN-CONSULTANTS ( SEPTIC a WELL MARCH 22,2029 OVER 150' 100'WETLAND TRACK PROPOSED ROOF RUNOFF DRAINAGE (1) 8' 0 x 6' DEEP DRY WELL / Al 7�2 t z 4 PROPOSED CLOSED LOOP GEOTHERMAL FIELD e PROPOSED POTABLE WELL-ASSUMED SHALLOW TIDAL WETLAND 1OwY ALL PROPOSED UTILITIES SHOWN IN RED AS 4ETEALONG FACE OF 0s�L9€. - l / f I•,P,11aE0 BY EWCONSJLTANTS � # 22.<21 TEST HOLE LOCATION I j; 25' PROPOSED ROOF RUNOFF DRAINAGE 1 °t I (2) 8' 0 x 6' DEEP DRY WELLS a� DEMOLISH (PER TOWN CODE DEFINITION) EXISTIN( AND CONSTRUCT 1,889 SF 2-STY 4-BEDROOM DWE / / I GARAGE FOUNDATION TO REMAIN)WITH 38 SF FRC MHwEL10 t Cg}3 (SEE ARCHITECTURAL PLANS BY MERYL KRAMER f ALONGtiLK#3AP BASEMENT CONDITIONS PARTIAL SLAB ON GRADE. t PARTIAL FULL FOUNDATION /t FFE: 23.8-24.3/FIRST FLOOR FOOTPRINT: 1865 F' PROPOSED LANDSCAPE WALL a � I EXIS IN t / ,- .#1000-107- _ . EXIST IN MAIN HOUSE SANITARY SYSTE _ TO BE REMOVED AS PER SCDHS REGUIJ t t OF / JAMES NEUMANN w -W TARA NEUMANN i �`'n MICHAEL NEUMANN PROPOSED IA SANITARY SYSTEM SUITABL KATHLEEN NEUMANN R DWELLING HYDRO ACTION AN400 IA TREATMENT TAN SEPTIC& 3 OVER 1150' LL CONTROL PANEL WITH GFI SERVICE OUTL VENT WITH CARBON FILTER AND HYDRO P ` r HP8000MPRESSOR TO BE INSTALLED } WITHIN VIEW OF SEPTIC TANK w/34 DEEP HS-20 RATED LEACHING GALL TO BE INSTALLED AT THE TIME OF CONSTF w/ HS-20 RATED TRAFFIC BEARING HEAVY CAST IRON COVERS TO GRADE Install and cap future expansion galleys PROPOSED RELOCATED DRY SHED 97 FT2 DEMOLISH EXISTING 403 SF 2-STY DWELLING WITH 1 CONSTRUCT 336 SF 1-STY POOL HOUSE (INCORPC , OF EX. DWELLING FOUNDATION TO REMAIN)WITH (SEE ARCH. PLANS BY OTHERS) FFE 20.7 .UNDA- J _ � PROPOSED LP TANK r„AL BOUNDARY NOA 1 t CSELINA ED 1v " L "T ; H, „ AT L ' � f PROPOSED TO x 7' DUPLEX, w EXPLOSION PROOF, GRINDER Ppt'ERTY UK I LIFT STATION DATED MARCH 17,1989 S.C. M. {}0-107— -12 040 20n� ' LAND NIF F ! o ` !BETH N MANN J I OWEL,IN &PRIVATE WELL Ys'yL OVER 150' _ _ HOUSE SEPTIC SYSTEMa I TO BE REMOVED AS PER 4 4s MON. SCDHS REGULATIONS PROPOSED POOL HOUSE OFF &TERRACE DRAINAGE y . . ?)8'0 x 4' DEEP DRY WELLS 299'-7" o y 0 X 4' DEEP DRY WELL FOR WIMMING POOL BACKWASH S.C.T.M.#100 N/F OF 1-10.3 LAND /F OF � VINGERRAY LLC I VACANT \ I t fj t t r f �Ll_ 1 ILIJ / I 1 oup U - W I I Z) 0 l I I Q w U Q Y LLJ 1 w 0 U S.C.T.M.#1000-107-1-9 1 1 Z Z) (n SANITARY SITE PLAN z LAND N/F OF '�,� SCALE = 1:30 VASluoS SFIKAS DINA SFIKAS I I 30" 0" 30' 60' 1 1 ch SAWARY 0. I LL^ VJ WELL AND LATERAL MUST BE "U.p, i.SHOWN ON FINAL SURVEY I I 1 IA/OWTS HydroAction Suffolk Countya t. Health ices 1 I Water lines must,,,be ins cted the, Cell (631)852-5754,48 hours in SUFFOLit COUNTY DEPARTMENT OF HEALTH SERVICES advance,to schedule inspection(s). DRAWN BY: KM PERMIT FOR APPROVAL OF CONSTRUCTION FOR. A I � y SINGLE FAMILY RESIDENCE AND 11 DATE: 02.03.22 Pool House (0 Bedrooms) SCALE: AS NOTED SHEET - _ ENGINEERy9CERTJFICATION REQL11RED. DATE 12/15/2023 H.S. REF. NO. R-23-1161 LJISM I _ CC RTWICAT NI APPROVED "qWww" FOR I N VA LLAT9®Fd AND CONSTRUCTION TOTA L MAximum BEDROOMS 4 as pfed FoF, F�I;4A� APPROvAm., EXPIRES THREE YEARS FROM DATE OF APPROVAL OF 3 SHEETS qO — A<i-SSSORS 1 � 1 - I - ll Issue Date: Set: 6/27/23 For SCDHS 7/5/23 For Trustees 9/18/23 Check Set 2/21/24 To Landscape Arch. Drawing List :& Issue' Dates 6/10/24 Rev.2ndFloor 9/27/24 Passive House Rev. 10/3/24 Passive House Rev.2 Issue Name: PiRICING SET PERM T T " 10/30/24 PRICING SET Issue Date: 10/ 0124 '10/31/24 10/31/24 PERMIT SET Sheet No. Sheet Title A-000 I Cover Sheet • • A-002 Code Sheet • • A-003 Code Sheet • • A-004 Window&Door Schedule • • ® A-100 Foundation Plan • • A-101 First Floor Plan • • \ �Dlit qR � f ��Y d n A-102 Second Floor Plan • • L K A-103 Roof Plan • • A-200 Elevations • • to t;r A-201 Elevations • • h � '° A-300 Building Section • • A-301 Building Section • • '41 W� ' A. O 24802 NEW A-600 Stair • • Grand Avenue , - - - - - -rawng egen3331 — — — — — = Wall To Be Removed Mattituck NY, 11952 Existing Wall To Remain New Wall Existing P.C.Foundation Wall New P.C.Foundation Wall S-101 Foundation Structural Plan • • S-102 I Structural Framing Plans • • Existing CMU Foundation Wall New CMU Foundation Wall ——————— Lines Above ----------- Lines Below --------- Guidelines 101 Door Tag 101 Window Tag Section X, A Sheet A-XXX Detail Tag ftElevation Tag x + tore x nxxx x Interior Elevation Tag Kramer deConciliis Architecture x 260 Horton's Lane Southold, NY 11971 Phone: (631) 477 - 8736 -_ Kramer+de Concili is ARCHITECTURE www.kdcarchitecture.com i _ \ \ 260 O ON POST OFFICE BOX 1600 \ SOUTHOLD, NY 11971 i 6 3 1 - 4 7 7 - 8 7 3 6 I' / I f;, lll kdcarchitecture . com Landscape ■ i i �__ r I � -- 'Water Street Design Associates 1_30 Stonington Road, Suite 107 Stonin ton CT 06378 Phone: (860) 415 - 9913 i - -- GUYTON i I - i I I .4 �� `t.._ RESIDENCE Grand331 Avenue, w ww.wa g terstreetdesi n associates.COm Mattituck, NY 11952 i eer ................ .............. ............ _. Cover Sheet SL Maresca & Associates 188-04 West Montauk H WY Hampton Bays NY 11946 Phone: 631.728.9480 SCALE:As Noted A-000 © 2022 Meryl Kramer Architect All Rights Reserved CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1 Issue Date: Set: 6/27/23 For SCDHS ULTIMATE ICE SHIELD UNDERLAYMENT 7/5/23 For Trustees GROUND SNOW LOAD WIND SPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. REQUIRED FLOOD HAZARDS 9/18/23 Check Set RAFTER LIGHT WOOD-FRAME WALL 2/21/24 To Landscape Arch. 6/10/24 Rev.2nd Floor WHERE RAFTERS AND STUDS 25 130 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 9/27/24 Passive House Rev. ALIGN: SIMPSON H8 HURRICANE PLYWOOD OPENINGS 10/3/24 TIES @ 16"O.C.w/5-1Od NAILS @ PROTECTION;THICKNESS T Passive House Rev.2 AND 5-10d NAILS STUD DEPENDS ON WINDOW OPENING 10/311/24 PERM T SET RAFTER, 2-10d NAILS @PLATE, WIDTH(1) WALL PLATES STUD WALL NOTE: IN LIEU OF SCREWS, LUGS SCTM# 1000-107-1-11 WITH NUTS AND WASHERS MAY BE USED PROPERTY 3331 GRAND AVE. ADDRESS MATTITUCK, NY 11952 SEE Rafter/Plate/Stud Connection DETAIL � ZONING R40 ED A II �� R A Not To Scale �5�� c y (1)CSHP18 METAL STRAP PER BUILDING HEIGHT ALLOWABLE- 35' �� �4�t' KR9.y STUD w/(8)8D COMMON ACTUAL- 25.75' �' `� � 01 FRAMI G NAILS PER 10"END LENGTH y 2x4 BLOCKING AT PANEL EDGES ENERGY CODE COMPLIES WITH 20181ECC 0 — WALL STUD 3"No.8 SCREWS 12"O.C. N� WASHER TYP. WALL STUDS,SEE PLAN of NE`N z ( ) LOT COVERAGE CALCULATIONS vai 1/2"PLYWOOD Total tot Area 74,17LS SF — FLOOR JOIST Buildable"Lang Area landward of Tidal Wetland Bounda 72,8515E a w GLASS Total Allowable Covers 14,572Sf or 20.0% v PANEL EDGE FASTENING, 8d COMMON NAILS AT 3"oc EXISTINGPROPOSED �� Leg end: a P" : PLASTIC-COATED PANEL INTERMEDIATE FASTENING, Frame Sheds 355 SF Frame Sheds 355 SF - _ _ - -_ _- _ Wall To Be Removed iv — WALL STUD PERMANENT WOOD SCREW 8d COMMON NAILS AT6"oc Gars s 769SF Dweilin 1,889SF 1-1 GLASS Existing Wall To Remain GLASS Roafed Over Patio 332 SF Pool House a Porch+Shower 460 SF — (1)CSHP18 METAL WALL SHEATHING,SEE PLAN, Dwelling/Covered/Covered Porch 778SF Pool Patty+Walkw s 1,3705F New Wall STRAP PER STUD 1/2"PLYWOOD LONG DIRECTION PERP.TO 5/8"x 12"A.B. Swimming Pool 573SF w/(8)8D COMMON FRAMING,ENDS STAGGERED @ 32"O.C. Existing P.C.Foundation Wall NAILS PER END FRAMIN w (12"FROM CORNERS) a, COUNTERSUNK Total Z234SFor3,06g6 Tatafi 4,6475Ft>t 6 496 � New P.C.Foundation Wall w/3 x 3 x 1/4" Existing CMU Foundation Wall WASHER L"APM—MCYOF EXCAVATED Aq-SM ALTO B PILEDANDUSEDTOACMEVE PROPOSEDPf€�FMF7777777771 New CMU Foundation Wall 2Stud Straps @ Second Floor Box WASHER(TYP.) IMPORTED FILL) ______ Not TO Scale — Lines Above --------= Lines Below 2 1/2" �-3"No.8 SCREWS 12"O.C. Guidelines MIN. DETAIL A-TYPICAL ATTACHMENT OF PLYWOOD OPENINGS PROTECTION TO 7 Typical Wall Sheathing Layout & Fastening 8 Header & Post Tie Downs G Door Tag ri WOOD-FRAME BUILDING Not To Scale Not To Scale Window Tag BEAM >THROUGH-BOLTS (2)1/2"DIA. ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION: PLYWOOD PANEL WINDOW AND Axxx Section x, w/WASHERS DOOR PROTECTION FOR WOOD FRAMED BUILDINGS SheetA-XXX DECK POST 5 1/2" xx Detail Tag MIN. Nail Sizes Joint Description common nails U.O.N. Nail Spacing x Elevation Tag ROOF FRAMING Generated by REScheck-Web Software x Rafter to Top Plate(Toe-nailed) 3-8d per rafter (1)CSHP18 METAL 'f —POST BASE Ceiling Joist to Top Plate(Toe-nailed) 3-8d perjoist < • x Axxx x Interior Elevation Tag Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap STRAP PER STUD w/ Compliance Certificate �CONC.PIER 4 4 Ceiling Joist Laps over Partitions Face-nailed 4-16d each la ; (8)NAILS COMMON x / g p ( ) p NAILS PER END n 4i '0"l_ 4'-0" TYP. TYP. Collar Tie to Rafter(Face-nailed) 2-8d per tie a a Blocking to Rafter(Toe-nailed) 2-8d each end d i o a o Rim Board to Rafter(End-nailed) 2-16d each end • 3 2 3 3 2 3 � Project Guyton WALL FRAMING Top Plate to Top Plate(Face-nailed) 2-16d 1 per foot 5/8"x 12"A.B. Top Plates at Intersections(Face-nailed) 4-16d joints-each side @ 32"O.C. Energy Code: 2018 IECC Deck Beam/Post Stud to Stud(Face-nailed) 2-16d 24"o.c. (12"FROM CORNERS) Location: Mattituck, New York 3 Header to Header(Face-nailed) 16d 16"o.c.along edges 1' COUNTERSUNK Construction Type: Single-family Kramer+deCondhis w/3 x 3 x 1/4" ARCHITECTURE Not To Scale � _ Project Type: New Construction Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud WASHER Orientation: Bldg. faces 315 deg. from North 2 1 2 2 1 2 2-16d per 2x6 stud CONC.WALL Conditioned Floor Area: 1,612 ft2 2-16d per 2x8 stud Glazing Area 29% Climate Zone: 4 (5331 HDD) 2 6 0 H O R T O N S L A N E CSHP18 METAL Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking 2-16d 1,2 per foot Permit Date: POST OFFICE BOX 1 6 0 0 STRAPS w/(8)8D (Face-nailed) COMMON NAILS PER Permit Number: SOUTH OLD, NY 11971 10"END LENGTH FLOOR FRAMING 6 3 1 - 4 7 7 - 8 7 3 6 o :�t(�L Construction Site: Owner/Agent: Designer/Contractor: RAFTER 3 2 3 3 2 1:31 Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d perjoist 3331 Grand Avenue k d c a r c h i t e c t u r e . c o m • ' `f Bridging to Joist(Toe-nailed) 2-8d each end 9 First Floor & Sill Anchors Mattituck, NY 11952 BLOCKING Gable Roof Plan:7 to 45 degrees Blocking to Joist(Toe-nailed) 2-8d each end Not To Scale g Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block RIDGE BEAM Ledger Beam(Face Walled) 3 16d eachoI joist f e` , , . . „ Joist on Ledger to Beam(Toe-Walled) 3-8d per joist '<dd..;v.�ac ,Fa✓«�k�,ic d✓„�Err✓�„✓�rr��.ew..,Fh.¢wr�u a.�.aa/aee«,✓,r,.t✓,r,w,v,r�ss.w,.ed,. .,, . :i.:..• ,..; ,., �4-0 � TYP. Band Joist to Joist(End-nailed) 3-16d perjoist WOOD BEAM Compliance: 20.0%Better Than Code Maximum UA: 534 Your UA: 427 Maximum SHGC: 0.40 Your SHGC: 0.25 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 1 per foot I 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. 4 Rafter Straps 7 3 2 2 3 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade I- ROOF SHEATHING • g g P p P 9 Not To Scale • STEEL PLATE assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Structural Panels 8d SEE NAILING SCHEDULE STEEL COLUMN Diagonal Board Sheathing Envelope Assemblies �■ � ,�,ON 1"x 6"or 1"x 8" 2-8d per support u� ' 1"x 10"or wider 3-8d per support 2 1 1 2 i . CEILING SHEATHING RESIDENCE Metal gable roof(Great room and bedroom) 2 story 1,578 49.0 1.6 0.025 0.026 39 41 Gypsum Wallboard 5d 7"edge/10"field volume: Flat Ceiling or Scissor Truss 3331 Grand Avenue, STEEL COLUMN EPDM Flat(entry, and tub): Flat Ceiling or Scissor 199 49.0 6.8 0.022 0.026 4 5 Mattituck, NY 11952 Truss WALLSHEATHING `` Structural Panels 8d (see detail 10/AO02) STEEL PLATE MetaCeil nl9 able roof(Primary bedroom): Cathedral 739 49.0 1.6 0.021 0.026 16 19 [__3T 2 2 3 Fiberboard Panels � skylight: Other 19 0.550 0.026 10 0 7/16" 6d 3"edge/6"field ++ •° e CONCRETE PIER Addition walls: Wood Frame, 16" o.c. Gable Roof Plan:0 to 7 de rees 25/32" 8d 3"edge/6"field 1� a Orientation: Unspecified 1,253 21.0 8.4 0.037 0.060 28 45 Gypsum Wallboard 5d 7"edge/10"field �� G ° 6 Panel Lift and Slide: Glass Door(over 50%glazing) H " ° SHGC: 0.17 163 0.280 0.320 46 52 Hardboard gd (see table 3.9) Orientation: Unspecified ROOF SHEATHING NAILING SCHEDULE Particleboard Panels 8d (see table 3.9) Fixed Picture Window: Wood Frame Code Sheet Diagonal Board Sheathing SHGC: 0.29 20 0.280 0.320 6 7 Orientation: Unspecified Zone 1 Zone 2 Zone 3 1"x 6"or 1"x 8" 2-8d per support Porch Beam/Column Anchor Casement window with 2 mulled awnings:Wood 1"x 10"or wider 3-8d per support 1 Not To Scale Frame 24 0.280 0.320 7 8 FIELD 6"O.C. 4"O.C. 3"O.C. SHGC: 0.27 FLOOR SHEA HING Orientation: Unspecified Structural Panels EDGE 6"O.C. 4"O.C. 3"O.C. 1"or less 8d 6"edge/12"field greater than 1" 10d 6"edge/6"field GIRDER AS SPECIFIED FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFER TO"FASTENING Diagonal Board Sheathing Project Title: Guyton Report date: 08/08/23 SCHEDULE FOR STRUCTURAL MEMBERS"-NEW YORK STATE CODE BOOK. SCALE:As Noted 1"x 6"or 1"x 8" 2-8d per support BLOCKING PER Data filename: Page 1 ofll 1"x 10"or wider 3-8d per support MANUFACTURES SPEC. JOISTAS SPECIFIED 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing is nailed METAL HANGER PER 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall MANUFACTURES SPEC. be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. A-002 5Simplified Roof Sheathing Nailing Schedule Not To Scale Typical Joist Hanger Not To Scale © 2022 Meryl Kramer Architect All Rights Reserved Issue Date: Set. CONCRETE"-NOTES: 6/27/23 For SCDHS FRAMING NOTES: GENERAL NOTES: /27/2 For Trustees THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO 9/18/23 Check Set ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CODE,AND THE NEW YORK STATE ENERGY CONSERVATION 2/21/24 To Landscape Arch. CODE,AND LOCAL AUTHORITIES. 6/10/24 Rev.2nd Floor 1- DESIGN,MATERIALS&METHODSOF CONSTRUCTION SHALL COMPLY WITH THE BUILDING CODE REQUIREMENTS FOR WOOD FRAMING 9/27/24 Passive House Rev. REINFORCED CONCRETE ACI 318 OF THE AMERICAN CONCRETE INSTITUTE-LATEST EDITION.ULTIMATE DESIGN STRENGTH 2. 10/3/24 Passive House Rev.2 D FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI.AT 28 DAYS,EXCEPT CONCRETE SLAB,WHICH SHALL BE 4000 PSI. 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM SPECIFICATIONS: ALL IONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S)PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION HAS BEEN DESIGNEDD F F03OR A SOIL BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH 10/30/24 PRICING SET FB=900 PSI CONCRETE SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY. 10/31/24 PERMIT SET 2-CONCRET TO BE POURED IN AMEIENT TEMPERATURES OF 40+DEG.F.IF POURED IN COLDER WEATHER THE FV= 180 PSI E: CONCRETE MUST BE PROTECTED FROM FREEZING FOR A PERIOD OF 14 DAYS. FC PERP=625 PSI 3. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS AND DECKS ETC. E=1,600,000 PSI A.KEEP FORMS IN PLACE,COVER TOP AND SIDES OF FORMS WITH INSULATED TARPS FOR PROTECTION FROM WIND FOR A 4. DO NOT SCALE DRAWINGS. MINIMUM OF 3 DAYS AFTER POUR. 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: B.AFTER FORMS ARE REMOVED,PROVIDE INSULATED TARPS TO HOLD HEAT AND PROTECT FROM WIND FOR A PERIOD OF FB=2,900 PSI 5. DESIGN CDNSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. 14 DAYS AFTER POUR. FV=290 PSI FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FC PERP=750 PSI 3-CONCRETE:AND REINFORCING MATERIALS SHALL CONFIRM TO THE FOLLOWING STANDARDS-LATEST EDITION. E=2,000,000 PSI 6. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. A.PORTLAND CEMENT AS PER ASTM C150-TYPE I. 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: 7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. B.CONCRETE AGGREGATES AS PER ASTM C33,3/4"MAX.SIZE. FB=2,800 PSI C.WATER SHALL BE CLEAN&FREE FROM INJURIOUS AMOUNT OF OILS,ACIDS,ALKALIS,SALT,ORGANIC MATERIALS& FV=290 PSI DELETERIOUS SUBSTANCES. FC PERP=740 PSI 8. CONTRACTOR SHALL OBTAIN ALL PERMITS F,�EF2ED qRc D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL,DEFORMED AS PER ASTM A615,GRADE 60. E=2,100,000 PSI 9. DIMENSIONS,ELEVATIONS,MEMBER SIZES,AND DETAILS OF EXISTING STRUCTURE SHOWN IN THE DRAWINGS ARE BASED ON LIMITED FIELD MEASUREMENTS AND MAY NOT BE ��Ft`lL K4". ALL SPLICES SHALL BE A MINIMUM CIF 40 DIA.IN LENGTH.HOOKS AND TIES SHALL CONFOTM TO C.R.S.I.STANDARDS. e E.COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 AND A185-84 4.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: ACCURATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE EXISTING CONSTRUCTION AT THE JOB SITE PRIOR TO FABRICATION OR CONSTRUCTION. ANY ) p F.WATERPROOFING AS PER ACI 515.113-79. FB=3,000 PSI DEVIATIONS FOUND IN THE FIELD FROM WHAT IS SHOWN ON THE DRAWINGS SHALL BE REPORTED IN WRITING TO THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION OR -4 FV=300 PSI CONSTRUCTION. 4-ALL CONCIRETE SHALL HAVE: FC PERP 850 PSI 10. THE STRUCTURAL ELEMENTS OF THE PROJECT HAVE BEEN DESIGNED FOR THE SPECIFIED VERTICAL AND LATERAL FORCES ACTING ON THE COMPLETED BUILDING. IT IS THE ° E=2,100,000 PSI RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND PROVIDE ALL REQUIRED SHORING AND BRACING NEEDED DURING CONSTRUCTION TO MAINTAIN THE STABILITY AND SAFETY OF �� �24E02 ¢� A.AIR ENTRAINMENT(5-7/o RETENTION) ° 5.ALL TREATED LUMBER IS TO BE N0.2 OR BETTER SOUTHERN PINE AS GRADED BY THE SPIB. THE PARTIALLY-COMPLETED STRUCTURE AND FOR CONSTRUCTION LOADINGS THAT EXCEED THE SPECIFIED DESIGN LOADS. F0P NEW yO B.WATERPROOFING ADMIXTURE XYPEX Admix C-500(DOSAGE RATE 2-3/°)(WHERE SPECIFIED). 5.THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR BOLTS, INSERTS,SLEEVES, ETC.AS 6.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN 11. DETAILS LABELED"TYPICAL"ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. REQUIRED BY OTHER TRADES. ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. THE APPLICABILITY OF THE TYPICAL DETAIL IS TO BE DETERMINED BY THE TITLE OF THE TYPICAL DETAIL. SUCH TYPICAL DETAILS SHALL APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION IN THE DRAWINGS. 6.LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. 7.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL. DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL 12. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ARCHITECT'S OR 7.ADMIXTURE=S CONTAINING CHLORIDES SHALL BE PROHIBITED. CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. Drawing Legend: 8.ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED.ALL REINFORCEMENT AND FABRIC FOR 8.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN RATING Wall To Be Removed - - - - - - CONCRETE POURED ON GROUND SHALL BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. FIELD). Existing Wall To Remain 9.ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED PER ACI 318,CLASS"C",WITH 40 New Wall DIAMETERS MINIMUM, BENT AROUND CORNERS W/ 12"HOOKS.FOR FRAMED SLABS,LAP TOP BARS AT MID SPAN 9.ALL ROOF SHEATHING IS TO BE 5/8 INCH APA RATED SHEATHING. SPAN RATING AS REQUIRED TO SUIT SUPPORT BETWEEN SUPPORTS AND BOTTOM BARS AT SUPPORTS, REVERSE FOR FOUNDATION MATS.STAGGER SPLICES AND OFFSET SPACING INDICATED, EXPOSURE DURABILITYI,TWO SPAN MINIUMUM. Existing P.C.Foundation Wall SPLICES OF BARS AT OPPOSITE FACES. r. New P.C.Foundation Wall 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL BE NAILED 10.ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED. INCREASE AS REQUIRED FOR (PER DETAIL 10) VXXXXXX71 Existing CMU Foundation Wall DRAINAGE PITCH. 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. New CMU Foundation Wall 11.EXCEPT AS NOTED,ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND ------- Lines Above CONTINUOUS REBAR.WALL SECTIONS SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN 12. DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. ----------- Lines Below ADJACENT PCURS. 13. BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. ------- - Guidelines 12. FOR CONCRETE WALLS ABOVE GRADE,VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT MAXIMUM SPACING OF 40 FT.,AT LEAST 4 FT. FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING. 14.24"MIN.SPLICING LENGTH TO BE PROVIDED FOR REBAR UNLESS OTHERWISE NOTED G Door Tag 13.HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AND 15. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. ACCEPTED ON SHOP DRAWINGS. 16.CONSTRUCT LOAD BEARING FRAMING FULL LENGTH WITHOUT SPLICES. sos Window Tag 14.(2)#5 REBARS TO BE PLACED ON ALL FOUR SIDES OF WINDOW AND DOOR OPENINGS AND OTHER LARGE OPENINGS. EACH END OF THE#5 REBAR TO EXTEND 2'BEYOND THE OPENING. 17.USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. Section X, Axxx Sheet A-XXX 15.CONCRETE SLAB CONTROL JOINTS TO BE 1/4 DEPTH OF SLAB AND NOT EXCEED MORE THAN 25'CENTER TO CENTER 18.ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS SPACING.JOINTS SHOULD BE LAID OUT TO FORM FLOOR PANELS AS NEARLY SQUARE AS POSSIBLE NOT EXCEEDING A INCLUDING SOLID BLOCKING IN FLOOR SPACES. RATIO OF 1 1/2 TO 1.JOINTS CAN BE EITHER FORMED,TOOLED,SAW CUT OR ZIPSTRIP. 1-9.ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0"ON CENTER,VERTICALLY,UNLESS NOTED OTHERWISE. Detail Tag 16.WELDED WIRE MESH SHOULD BE POSITIONED IN THE TOP 2"OF THE SLAB.FLAT SHEETS TO BE USED WITH AN OVERLAP OF 1'. 20.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED,PT. x Elevation Tag 17-FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE 21.FILL ALL FASTENER HOLES IN WOOD CONSTRUCTION CONNECTORS WITH MANUFACTURER'S RECOMMENDED INSTALLED A MINIMUM OF 3'BELOW GRADE UNLESS INDICATED OTHERWISE. FASTENER. x 18-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 3"BELOW x Axxx x Interior Elevation Tag THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH WINDOWS ARE TO x BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW OPENING. 19-ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. STEEL 20-THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. 1. ALL STRUCTURAL STEEL SHALL BE CONFORMING TO ASTM SPECIFICATIONS AS FOLLOWS: WIDE FLANGE:A992-GR50 21-THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING HSS:A500-GR B EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL OR HAVING A BEARING CAPACITY STEEL ANGLE:A36 OF LESS THAN 2 TONS PER SQUARE FOOT. PLATES:A36 Kramer,deCOncilli.S 22-INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH 3/4"DIA.A-325 BOLTS. ARCHITECTURE 23-INSTALLEED CONTRACTION JOINTS IN THE CELLAR FLOOR SLAB EVERY 18'MAXIMUM. 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. 24-FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 3/4"DIA.A-325 BOLTS OR UNLESS OTHERWISE SHOWN ON THE PLANS. 260 HORTONS LANE 25-BACKFILL ALONG FOUNDATION WALLS IS TO BE GW,GP,SW OR SP SOILS PER USCS(ASTM D 2487)AND IS TO BE POST OFFICE B 0 X 1 6 0 0 MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND OVER ALL COLUMN S 0 U T H O L D, NY 1 1 9 7 1 SUPPORTS. 26-UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 6 3 1 - 4 7 7 - 8 7 3 6 REBAR DOWELS. 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO AWS AND AISC k d c a r c h i t e c t u r e . c o m STANDARDS. SUGGESTED UNDERPINNING PROCEDURES: 5.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. 6.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. B)EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. INFORM ARCHITECT/ENGINEER OF FINDINGS BEFORE PROCEEDING. 6.ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE SHALL RECEIVE ONE SHOP COAT OF APPROVED PAINT,AND 4"Vent Thru Roof AFTER ERECTION,ONE FIELD COAT.OMIT PRIMER PAINT AT LOCATION OF FIELD WELDS AND HIGH STRENGTH BOLTS. ROOF C)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE AREA THESE AREAS SHALL RECEIVE TWO COATS ONCE CONNECTIONS HAVE BEEN COMPLETED.ALL STEEL NOT IN TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL.REMOVE INTERIOR CONCRETE FLOOR AS NECESSARY. CONDITIONED SPACE SHALL HAVE ONE PRIME COAT+TWO FINAL COATS OF RUSTPROOF EPDXY PAINT SYSTEM.ALL DAMAGED AREAS OF PAINT TO BE REPAIRED. D)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS. E)INSTALL A KEY WAY 2 2 BETWEEN SECTIONS.ALLOW 7 DAYS CURING. 7.CONTRACTOR TO METALIZE OR GALVANIZE THE BOTTOM 24"OF ALL STEEL COLUMNS OR BASE PLATES SET ONTO THE �- - -r - --"� i2 1 1/2 i 2 � CONCRETE FOUNDATION.APPLY TWO COATS OF EPDXY PAINT SYSTEM OVER TREATED AREAS. 12' 1 1/2"1 2" F)BACK FILL AND REPLACE INTERIOR FLOOR AS NECESSARY. I LqV I I I�,V 8.NO BEAMS OR COLUMNS SHALL BE CUT BY CONTRACTORS WITHOUT APPROVAL OF ENGINEER. I IGUYTON G)DURING THE UNDERPINNING PROCEDURE, MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE MOVEMENT W.C. I W.C. AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE NOTED. 9.THE STRUCTURE SHALL BE PROPERLY GUYED AND BRACED. 2ND FLOOR SHOWER SHOWER TUB R ES I D EN CE 2 3 2 2�� 3�� 2 27-DOWEL TO EXISTING FOUNDATICN WALL WITH NO.5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR THREE 10.GROUT UNDER ALL COLUMN AND BEAM BEARING PLATES.GROUT SHALL BE NON-SHRINK, PROPAK OR EQUAL. L 3331 Grand Avenue, FEET FROM NEW WALL. C.O.11 BATH 2 BATH 1 Mattituck, NY 11952 28.FOR CONCRETE WALLS ABOVE GRADE,VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT MAXIMUM SPACING OF 40 FT.,AT LEAST 4 FT. FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING. -I--------T 2 2" 2 T - --I-----�---,..--- r-_---r----T'-- I 1 1 1 29.HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AND I I I I ( 1 4" 4" 1 I I I I ACCEPTED ON SHOP DRAWINGS. I 1 ( I ( I I 1 1/2" 12" 1 1/2"1 2" 2" 1 1/2" 1 1/2" 2" 2" 11 1/2" 12" 11 1/2" 30.(2)#5 RE:BARS TO BE PLACED ON ALL FOUR SIDES OF WINDOW AND DOOR OPENINGS AND OTHER LARGE OPENINGS. SINK LAv. SINK SINK LAV. LAV. EACH END OF THE#5 REBAR TO EXTEND 2'BEYOND THE OPENING. FW W.C. DW W.C. TUB SHOWER 31.CONCRETE SLAB CONTROL JOINTS TO BE 1/4 DEPTH OF SLAB AND NOT EXCEED MORE THAN 25'CENTER TO CENTER 1 ST FLOOR SPACING.JOINTS SHOULD BE LAID OUT TO FORM FLOOR PANELS AS NEARLY SQUARE AS POSSIBLE NOT EXCEEDING A 1 1/2" 2„ 2"1/2" 2" 1 1/2" 2" 2" 3" 3" 1 1/2" Code Sheet RATIO OF 1 1/2 TO 1.JOINTS CAN BE EITHER FORMED,TOOLED,SAW CUT OR ZIPSTRIP. 32.WELDED WIRE MESH SHOULD BE POSITIONED IN THE TOP 2"OF THE SLAB. FLAT SHEETS TO BE USED WITH AN C O L 1I C.O. OVERLAP OF 1'. BAR LAUNDRY POWDER KITCHEN DRESSING PRIMARY BATH F.A.I. -----� I I FOUNDATION SCALE:As Noted HOUSE TRAP CONNECTTO A-003 SANTOA E PLUMBING RISER DIAGRAM SYSTEM Scale: NTS © 2022 Meryl Kramer Architect All Rights Reserved Issue Date: Set: WINDOW 'SIGHEDULE (BY TYPE) SKYLIGHT NOTES: 6/27/23 For SCDHS 7/5/23 For Trustees ROUGH OPENING - VELUX ELECTRIC VSE-M04-2004 "FRESH AIR" hard wired to Jbox 9/18/23 Check Set NO. QUAII'l MANUFACTURER/TYPE GLASS FINISH RO Width RO Height REMARKS - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER 2/21/24 To Landscape Arch. - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING 9//27/24 Rev.2nd Floor /24 Passive House Rev. - LOW-E "Clean, Quiet, Safe Glass" LAMINATED GLASS 10/3/24 Passive HouseRev.2 Triple Glazed - EXTERIOR FINISH: CLAD, ALUMINIUM 10/30/24 PRICING SET W-001 1 Casement confirm 219" 4101/2" EGRESS Basement Window, Crank Casement, EGRESS HINGE REQ. - INTERIOR FINISH: PAINTED 10/31/24 PERMIT SET W101 1 (3) mulled Rt. Casements 91111, 6901/2" - W/ VELUX SCREEN W102 1 (3) mulled Lft. Casements 9111" 6101,/2" - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS W103 1 Fixed Picture 3141/2" 6101/2" W104 1 Awning 1'9" 2101,/2" W105 1 (3) mulled Awnings 9'1" 2101/2" W106 1 Awning 2'11" 1181/2" W107 1 Casement 2'9" 6101/2" EGRESS Window ��, EI tED gRcy W108a 1 Fixed Picture 1101/2" 601/2" � ��Y ��p%�� W108b 1 (3) mulled Casements 9'9" 6101/2" W108c 1 Fixed Picture 11101,/2" 6101/2" ��� QZ4t302 W109 1 Casement 219" 6101/2" EGRESS Window A W201 1 Casement 1181/2" 3141/2" ©F NEw 4 W202 1 (3) mulled Rt. Casements 9'11" 4181/2" EGRESS Windows W203 1 (3) mulled Lft. Casements 9111" 4181,/2" EGRESS Windows W204 1 (2) mulled Awnings 617 7/8" 3141/2" W205 1 (2) mulled Awnings 617 7/8" 3141/2" W206 1 (2) mulled Awnings 1 617 7/8" 3141/2" Drawing Legend: WINDOW NOTES: _ _ _ _ _ Wall To Be Removed - ALL FIXED UNITS TO BE SASH SET TYR, UNLESS NOTED OTHERWISE Existing Wall To Remain - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER New Wall Window :�ChedUle - CONTRACTOR TO VERIFY R.O. ON WINDOW QUOTE PRIOR TO FRAMING I Existing P.C.Foundation Wall (D Scale: 1/4" = V-0" - TRIPLE GLAZED, LOW-E 272 GLASS TYR, LOW-E 366 GLASS WHERE INDICATED New P.C.Foundation Wall - WINDOW HARDWARE: CONTEMPORARY, FIN. T.B.D. J<XXXXXX71 Existing CMU Foundation Wall - EXTERIOR FINISH: CLAD, COLOR TBD, UNLESS NOTED OTHERWISE New CMU Foundation Wall - INTERIOR FINISH: FIN. T.B.D. ——————— Lines Above - ALUMINUM SCREENS W/ INVISIBLE MESH AT ALL OPERABLE WINDOWS, UNLESS NOTED OTHERWISE ----------- Lines Below - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS — — — — - Guidelines G Door Tag EXTERIORen0o"Ra SCHEDULEsos Window Tag ROUGH OPENING Section X, NO. QUANTITY MANUFACTURER / TYPE FINISH GLASS RO Width RO Height Thickness REMARKS Axxx Sheet A-XXX xz Detail Tag Triple Glazed D-101 1 Swing door + (2) Fixed Side Lites Confirm 313 5/8" 7131/8" 13/4" Elevation Tag D-102 1 Swing door + (2) Fixed Side Lites 313 5/8" 7131/8" 13/4" x D-103 1 4 Panel Lift and Slide 2111" 712 5/8" 13/4" BUILT-IN CENTOR RETRACTABLE SCREEN x Axxx x Interior Elevation Tag D-104 1 2 Panel Slider 7'9 3/8" 7'31/8" 13/4" NO SCREEN x D-201 1 12 Panel Slider 1 610" 61111/8" 13/4" WITH SCREEN Door ScheduleMERIOR DOOR NOTES: 2 - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER Scale: 1/4" = V-0" - CONTRACTOR TO VERIFY R.O. ON DOOR QUOTE PRIOR TO FRAMING - TRIPLE GLAZED, LOW-E 272 GLASS TYR, LOW-E 366 GLASS WHERE INDICATED Kramer,deCondhis - SLIDING DOOR HARDWARE: PRESTIGE HANDLE - OIL RUBBED BRONZE ARCHITECTURE - SWING DOOR HARDWARE: HARDWARE T.B.D. & BACKPLATE T.B.D. - FIN. T.B.D. - EXTERIOR FINISH: CLAD, FIN. T.B.D., UNLESS NOTED OTHERWISE - INTERIOR FINISH: FIN. TBD 260 HORTONS LANE - ENTRY DOOR HARDWARE: HANDLE T.B.D. - FIN. T.B.D. POST OFFICE BOX 1600 - ALUMINUM SCREENS W/ INVISIBLE MESH AT ALL SLIDING DOORS, UNLESS NOTED OTHERWISE SOUTHOLD, NY 11971 6 3 1 - 4 7 7 - 8 7 3 6 - CENTOR RETRACTABLE SCREENS AT LIVING ROOM SLIDING DOOR D-103 k d c a r c h i t e c t u r e .c o m - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS & COORDINATE FOR SMART LOCK LOCATIONS 11040TERIOR DOU'R" SCHEDULE ROUGH OPENING UNIT SIZE NO. QUANTITY MANUFACTURER TYPE FINISH LOCKSET RO Width RO Height Width Height Thickness REMARKS 101 1 Pocket PRIVACY 3111/2" 710" 310" 710" 13/4" GUYTON 102 1 Swing PRIVACY 2171/2" 710" 216" 710" 13/4" RESIDENCE 103 1 Pocket PRIVACY 2131/2" 710" 212" 710" 13/4" 3331 Grand Avenue, 104 1 Swing PASSAGE 219 V2" 710" 218" 710" 13/4" Mattituck, NY 11952 201 1 Pocket PRIVACY 2191/2" 618" 218" 618" 13/4" 202 1 Swing PRIVACY 2151,/2" 618" 214" 618" 13/4" 204 1 Swing PASSAGE 2191/2" 618" 2'8" 618" 13/4" 205 1 Swing PRIVACY 2191/211 61811 218" 618" 13/4" 206 1 1 Swing PRIVACY 4111/2" 618" 410" 618" 13/4" 207 1 Swing PASSAGE W/ DUMMY LEVER 215 V2" 618" 214" 618" 13/4" 1 Window & Door Schedule 208 1 Swing PRIVACY JL19" 618" 118" 618" 13/4" PASSAGE INTERIOR DOOR NOTES: - QUOTE TO BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO PLACING ORDER Interior Door Schedule - HARDWARE (SEE SCHDULE FOR LOCKSET TYPE) 3 Scale: 1/4" - V-0" 1. SWING DOORS: EMTEK "STUTTGART LEVER" W/ ROUND DISK ROSETTE, OIL RUBBED BRONZE FINISH T.B.D., SQUARE SCALE:As Noted HINGES, TYR 2. POCKET DOORS: EMTEK "MODERN RECTANGULAR POCKET DOOR MORTISE LOCK", OIL RUBBED BRONZE FINISH T.B.D. 3. DOOR STOPS AT SWING DOORS (NOT FOR CLOSET DOORS): EMTEK "CYLINDER FLOOR BUMPER DOOR STOPS", OIL RUBBED BRONZE FINISH, 1 1/2" HEIGHT (TBD) - SADDLES: REFER TO PROJECT NOTES A-004 - REFER TO PROJECT NOTES FOR ADDITIONAL SPECIFICATIONS © 2022 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 6/27/23 For SCDHS 7/5/23 For Trustees 9/18/23 Check Set 2/21/24 To Landscape Arch. 6/10/24 Rev.2nd Floor 9/27/24 Passive House Rev. 10/3/24 Passive House Rev.2 10/30/24 PRICING SET 1 1 2 3 1 10/31/24 PERMIT SET A-300 VOO A-300 A-300 A-301 h,��p,ED qRc ., � e � cA �i 7,� 024802 a OF NEW Drawing Legend: _ = _ _ Wall To Be Removed Existing Wall To Remain New Wall Existing P.C.Foundation Wall '7-1 New P.C.Foundation Wall Existing CMU Foundation Wall New CMU Foundation Wall ------- Lines Above 18'-0" 7'-10" ----------- Lines Below — — ----- Guidelines T.O.WALL V.I.F. 101 NEW P.C.FOUND.WALL;ALIGN OUTER FACE OF WALL W/EXISTING NU-5 1/4"FROM FIN.FLR. Door Tag -- --- - - - - -- - - -- ---- - - - - -- --- - - - - - - - - - - --- - - - - -- - Window Tag r — — � - - - - - - - - - --Z - - - - - - - co Section X,STONE STEPS ABOVE; o Sheet A-XX X------------------------------ EXIST FOUNDATION -SEES .DW O I I WALL TO ri 4111y, Detail Tag Si$N E-eT$OP*BOVE­, Il I II I I I I O SEE LANDSCAPE ARCH.DWGS. Il I fl I I 10" + INSUL. x 1'8 I I Ip I I tl I I N — — 6"P.C.SLAB I I Elevation Tag I I - NEW ICF WALLS NEW ICF WALLS I x II00 CUT U(SWN TOP OF FOUND.WALLAS REQ. _ NEW POST A OVE I ! I tlI NEW POST ABOVE I I NEW P.C.STEPPED FOUND.WALL x Axxx x Interior Elevation Tag X : .._ N tl x I "I I III I I o d I i NEW P.C. I I r1 BASEMENT WALL 10 + 3 I I I!l I j tlI I I DEMOLISH (PER TOWN CODE DEFINITION)EXISTING 769 SF N � NEW BLUESTONE PATIO NEW 4" FIN. P.C. CONCRETE II ! I I I NEW 4" FIN. P.C.CONCRETE ":- I I A-301 POLISHED SLAB OVER 4" RIGID INSULATOONI tlI POLISHED SLAB OVER 4 RIGID INSULATION 2 STY ACCESSORY GARAGE,AND CONSTRUCT 1,889 SF OVER 2" RIGID INSUL. OVER 4" I I I I I FOUNDATION WALL HEIGHT 2 I SLAB ON GRADE I 2-STY DWELLING (INCORPORATING EXISTING GARAGE NEW 4 FIN. P.C. CONCRETE OVER NEW PROVISIONAL SLAB I tlI OVER EXIST.SLAB I I I T.B.D.IN FIELD !!l FOUNDATION TO REMAIN)WITH 38 SF FRONT ENTRY PORCH POLISHED SLAB ON GRADE OVER FLOOR TO TIE INTO EXIST. I I I N I I COODINATE WITH FINAL GRADE ELV. -201 T.O.SLAB lil I HATCH II , I I 4 RIGID INSULATION OVER 4 I ABOVE I REF.LANDSCAPE DWGS ICJ 11"FROM FIN. I I T.O.SLAB ,; I I I STRUCTURAL SLAB I I y t; 2 .. FLR.AT OP OF I! I Kramer+deConcilils INTERIOR VIF I ' I NEW SLAB AT I I I I -200 III; I I I I ( ARCHITECTURE EXIST.AREA I I I I I II - o I I O I NEW B SE EN ACCESS g I = O N NEW P.C.STEPPED FOUND.WALL I � _ 2 6 0 H R T N L A N E ` - - - - - - - - - - - J I � ' ' I I R WA I I10 N O O S !II I POST OFFICE BOX 1600 o0 -L. - -'-:... .,; r I SOUTHOLD NY 11971 NEW STL.COL.ABOVE I NEW STL.COL.ABOVE - I ; lil CUT DOWN TOP OF FOUND.WALL AS REQ.FOR DOOR ABV. _ — — B NEW UNFINISHED a - - - - - - - - - I- - - i- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - J ` 1 4 7 8 7 3 6 STONE STEPS ABOVE BASEMENT ------ --------------- -------- I - ;00 ti 4 P - - -'fW- - - kdcarchltecture c o m 6 3 7 STONE STEP NEW C SLAB ABOVE; `----------- - 1 1. -_- _ — — — — — — — — — — _ --r -_-' — — —— — — _--__ - ---- - -- - -- - - OVER 4" RIGID INSULATION SEE LANDSCAPE .... .. .. ._ . ... - . ...._.._. _ ' J:..- -. -.- - _... - - - EGRESS ...6'.P.C.SLAB .... .... , r .. .. _. ._ ARCH.DWGS. I `` --" LL i "`' ? I T.O.SLAB I INDDW WELL -- -------- ----- ------------------------------------� ->--w I EXIST.FOUNDATION �} _ 00 t :~',,.;. �.;;.::; ., %, ' w c N '', i I �Y/ 8'9 1 4"FROM J - — — - C.L.EGRESS 0 WALL TO REMAIN / O W W&W ---------- -------- ----------------------------------- ---- O D D cI STONE STEPS ABOVE; I FIN. FLR.AT z ABOVE 2 SEE LANDSCAPE ARCH.PLANS I INTERIOR VIF - + A-301 L_ - - —0 J 3'0" _D �. VIF REF. LANDSCAPE ARCH. DWGS. 20'-7 1/2" "' z — — I + I 10" + INSUL. ` - - � M I '�­77I GUYTON - - - - - - - - - RESIDENCE 3331 Grand Avenue, Mattituck, NY 11952 3'-6" 11'-0" 3-6" 14'-8" 11'8" 11'-0" 18'-0" 7'-10" Ilk V.I.F. 26'-4" 35'-0" 36'-10" NEW FOUNDATION EXISTING FOUNDATION PROPOSED FOUNDATION Foundation Plan 90'-4" OVERALL FOUNDATION Foundation Plan z SCALE:As Noted Scale: 1/4" = 1'-0" 1 -20 GENERAL NOTES: A- 1 00 -REFER TO STRUCTURAL SHEETS FOR ALL FOUNDATION & FRAMING INFORMATION © 2022 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 6/27/23 For SCDHS 7/5/23 For Trustees 9/18/23 Check Set 2/21/24 To Landscape Arch. 6/10/24 Rev.2nd Floor 9/27/24 Passive House Rev. 10/3/24 Passive House Rev.2 10/30/24 PRICING SET 2 3 10/31/24 PERMIT SET 1 1 1 A-300 _200 A-300 A-300 A-301 FD ARc CGS �p'I L KR a, O24802 04`� �.OF N E`N y Drawing Legend: = = _ Wall To Be Removed 77777-1 Existing Wall To Remain New Wall Existing P.C.Foundation Wall STAIR WALL New P.C.Foundation Wall WALL-B WALL-A SIMILAR WALL-A WALL-D Existing CMU Foundation Wall WALL-C New CMU Foundation Wall 90'-211 ——————— Lines Above ----------- Lines Below 461-8" I --------- Guidelines 14'-6" 11'-8" 35'-0" 11'o" 18!-0" Door Tag 04- - Sim O Window Tag O ci N �`' LO i I B�R / I„ _ PW DR. —— GA LE m Sheet A XXX I I I � - I I I MECHANICAL/STORAGE -- t04 00- —- I: ITNDER_I/ UP -�� 5'0" __.. r� m 0_I" I STAIR - - - - - - - "' Detail Tag LNDRY. x xx 3 1/2" j� I 3 1/2" I N ! SEE A600" 14I 0" 36", & PAN. TOR.CAB. ' STONE STOOP Fro) w o5 A — N LINE OF __ POL.CONC. RIMAR x WALL-C �I - ° i `' LOOR A R.O.10'-5 5/8' P BATH SKYLIGHT Elevation Tag P N F B VE FLOOR 6" I I `.� j[48 REF./FZ . - CENTERx — ABOVE I I GAS STOVE N TILE FLOOR I IBUILT-IN BY GC r- SHELVING BY GCBY GC Q „ „ „ „ 3'0" �4'-4 1 �4"- �In x nxxx xEQ 5'4" j E I �'-1 1� 14 0 3 10 1/2 5 /2' 2-8 lu-1 1) I ° I I I 1/2" 3'-4 1/4� g O Interior Elevation Ta -- V I F 11' 10 1/4'r u I I 21 9" 11'-7 3 8" `J — — x CONCRETE FLOOR / I CONCRETE FLOOR — I II I JOINT;ALIGN w/WALL JOINT;ALIGN w JAMB I 3 SCREEN PORCH � II I CLOSET ] CLOSET, - CLOSET- A-301 VEST. EN.UT CLOSET FLOOR; WQOD ,- FIN.STONE IN LANSCAPE ARCHITECTURE SCOPE IIj r.0 -----� ti - FLOOR I-FLOOR M W10 2 �i I STOR. ; � N I CLOSET, I-HATCH O N w,LC. 30I1 3,8„ ,BELOW CLOSET -20 D 104 GRAT;ROOM RANGE ENTRY - -200 Kramer,+deCOncilfi s ARCHITECTURE_ - POLISHED CONCRETE FLOORCONCRETE FLOOR OLISHED COR T FLOOR N JOINT;ALIGN w/ ISLAND—," Mw - it ( _ 3'-7 5/8" WALL-A 260 HORTONS LANE I I CONCRETE FLOOR w o Q (D-1 POST OFFICE BOX 1600 ( � I JOINT;C.L. DOOR PANEL RETRACTABLE ih co v JCNN I SCREEN -' SOUTHOLD, NY 11971 ~ O STONE STEP 6 3 1 - 4 7 7 - 8 7 3 6 STONE STEP, co N kdcarchitecture . com 00 o STONE STEP W102 STO"NE STEPS STONE STEP T PRI ARY W109 BEDROOM W107 22'-2 1/2" WOO OLFD OR 2 A-301 Ilk rWAI-7L-D WALL-B SIMILAR T IB - W108c STEEL BEAM W108a WALL-D "' GUYTON W1P8b i RESIDENCE 3331 Grand Avenue, First Floor Plan 11'-0" 3'-6" Mattituck, NY 11952 � Scale: 1/4" = 1'-0" z WALL-C C)� WALL-D First Floor Plan GENERAL NOTES: SCALE:As Noted -REFER TO STRUCTURAL SHEETS 1 FOR ALL FOUNDATION & FRAMING INFORMATION -20 -REFER TO WALL ASSEMBLY KEY ON SHEET A-300 A- 1 01 © 2022 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 6/27/23 For SCDHS 7/5/23 For Trustees 9/18/23 Check Set 2/21/24 To Landscape Arch. 6/10/24 Rev.2nd Floor 9/27/24 Passive House Rev. 10/3/24 Passive House Rev.2 10/30/24 PRICING SET 1 2 3 1 10/31/24 PERMIT SET A-300 VOO A-300 A-300 A-301 ` D ARC y�I f yL KRA�yF �i try,' �,Q' 'P J► ts��T o24ao _K OF NI Drawing Legend: Wall To Be Removed Existing Wall To Remain New Wall �°—'--°-'1 Existing P.C.Foundation Wall '""" - "l New P.C.Foundation Wall WALL-E Existing CMU Foundation Wall New CMU Foundation Wall ——————— Lines Above 46'-8" ----------- Lines Below 12'-0" 22'-8" 12-0" — — — — - Guidelines 101 Door Tag W204 W205 W206 101 Window Tag Section X, A� Sheet A-XXX 00 W LL- AL -E cy) x j --�r7I Detail Tag 1i L_ I / X - - - -48" HIGH --- - ® - - -- ------ --- -- LAUN. o a Elevation Tag i -- OPEN BOOKSHELVES CHUT N -- x ---------- -- - - - SiNKVANiTY- - - Ll 208 ----_ _-- x Axxx x Interior Elevation Tag OFFICE I 04 o HALLWAY ; BATH 2 x WOOD FLOOR 201 207 - 04 WOOD�FLOOR = TILE r3 ROOF DECK `4 R 30 201 — — — - — 202 — — 204 05 - M -_= _ I �cV A 1 WOOD DECKING r+ N T r- 2 SKYLIGHT N -- WALL-F - BASH 3 ABOVE TILE -20 206 _- - I---�---�-- ----FLOOR - - - - - - - -- - - - - � —� - HVAC 2 - Kramer,deConciliiS DESK SHOWER O BEDROOM BEDROOM ------- ---- � UNIT WALL-C Q 2,_4„__ _LhjAtT�C_; -200 ARCHITECTURE WOOD FLOOR � WOOD FLOOR rn 0) j . 260 HORTONS LANE 5'-3 1/2" 5'-11 1/2" 10'-8 3/4" 10'-8 3/4" POST OFFICE BOX 1 6 0 0 tC) SOUTHOLD, NY 11971 _ W - d LL AL E ------ ----J-- kd car chitecture . com W 203 W202 -- — ------ 22'-8" 2 i A-301 I � WALL-E i I GUYTON RESIDENCE 3331 Grand Avenue, Mattituck, NY 11952 2 Second Floor Plan Z SCale: 1/4" = 1'-0" Second Floor Plan GENERAL NOTES: SCALE:As Noted -REFER TO STRUCTURAL SHEETS ZN FOR ALL FOUNDATION & FRAMING INFORMATION -20 -REFER TO WALL ASSEMBLY KEY ON SHEET A-300 A- 1 02 © 2022 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 6/27/23 For SCDHS 7/5/23 For Trustees 9/18/23 Check Set 2/21/24 To Landscape Arch. 6/10/24 Rev.2nd Floor 9/27/24 Passive House Rev. 10/3/24 Passive House Rev.2 10/30/24 PRICING SET 1 1 2 3 1 10/31/24 PERMIT SET A-300 _200 A-300 A-300 A-301 A Cn a~ M --t y O 602 N,EW Yoh Drawing Legend: Wall To Be Removed Existing Wall To Remain New Wall Existing P.C.Foundation Wall F, " '"'7 New P.C.Foundation Wall Existing CMU Foundation Wall New CMU Foundation Wall ——————— Lines Above ----------- Lines Below DOWNSPOUT TO DRYWELL NEW GUTTER DOWNSPOUT TO DRYWELL -----•--- Guidelines 9Door Tag NE GU TER I 101 Window Tag DOWNSPOUT TO DRYWELL— CENTER ON COLUMN BELOW x Section X, 'max Sheet A-XXX SCUPPER 1 i o f N I Detail Tag ! I ! NEW SHED D)RME R e xx i ! N ! i a U) Axxx Elevation Tag C IMNEN FLUE j ;WOOD RO F; I NEW SKYLIGHT x i ECK;D ( i j ( - -- ---- ---- - � i j 1 - j x Axxx x Interior Elevation Tag x . li ilj I I i EW TAN INGSEAM MET L R OF LAT ROOFDM 3 A-301 2 ' PITCH TO INTERNAL DRAIN -201 ; I I j3 NEW SKYLIGHT 2 i -------- I j i I SLOPE SLOPE = -20o Kramer+deCondhis ! I I NEW SHED DORMER 12 12 12 12 ARCHITECTURE II i i , w I w O L aNi , � j � - j , i ,� N 260 HORTONS LANE SCUPPER POST OFFICE BOX 1600 NEW STANDING SEAM METAL ROOF SOUTHOLD, NY 11971 DOWNSPOUT TO DRYWELL 6 3 1 - 4 7 7 - 8 7 3 6 CENTER ON COLUMN BELOW— kdcarchitecture . com I NEW GUTTER 7T DOWNSPOUT TO DRYWELL NEW GUTTER DOWNSPOUT TO DRYWELL A-301 DOWNSPOUT TO DRYWELL FLAT EPDM R00 DOWNSPOUT TO DRYWELL PITCH TO DRAIN NEW GUTTER f NEW GUTTER GUYTON SCUPPER DOWNSPOUT TO DRYWELL RESIDENCE CENTER ON POST BELOW 3331 Grand Avenue, Mattituck, NY 11952 3 Roof Plan Scale: 1/4" = V-0" Roof Plan SCALE:As Noted 1 -20 GENERAL NOTES: A- 1 03 -REFER TO STRUCTURAL SHEETS FOR ALL FOUNDATION & FRAMING INFORMATION © 2022 Meryl Kramer Architect All Rights Reserved L Issue Date: Set: 6/27/23 For SCDHS 7/5/23 For Trustees 9/18/23 Check Set 2/21/24 To Landscape Arch. 6/10/24 Rev.2nd Floor 9/27/24 Passive House Rev. CENTE ROOF 10/3/24 Passive House Rev.2 10/30/24 PRICING SET CENTER JST& 2ND & DO MER 10/31/24 PERMIT SET CENTEII GABLE FLOOR WINDOWS CHIMNEY FLUE AS PER NYS CODE &WINDOWS i T.Q. Ridge 2nd Floor Gable - - - - - - - -- - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - STANDING-SEAM-METAL ROOFING- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TYPICAL AT GABLE VOLUMES 22 0 1/2 STANDING SEAM METAL ROOFING - -- , TYPICAL AT GABLE VOLUMES oo af�L, - - - - - - - - - - - - - -- ---- -- — ------- - -------- - - AYC WOOD 1x6 TRIM,TYP. - / I - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - --- ---- ----------- -------- - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - T.Q. Plate at Bedroom Dormer /j�n �q`-% K�9 PROVIDE MOCKUP TO CONFIRM - - - - - - - - - - - - - - - - - -r- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 16'-8° DETAIL IN FIELD w/ARCH. T.O. Plate at Stair Dormer AYC WOOD 1x6 VERTICAL SIDING,TYP. !; ---- — W-206 / \ W-205 W-204 / \ 16'4° HORIZONTAL JOINT BTWN VERTICAL SIDING AYC FASCIA r� �24802 p BOARDS,ALIGN w/ U.S. ROOF EAVE AT FLAT ROOF,TYP. \ � QF NE�N� T.O. Plate at Gable Roofs III III Him �'' METAL GUTTER& DOWN SPOUTS ---- TO MATCH METAL ROOFING,TYP. 10'-4 3/4" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T 0 2nd Floor Sub Floor 9'-6 3/4" --- ' - _. .. _ _ -. _ _ .. .. _. .. -- - . .. -- - .- - - - - - _ _ _ _ - - Drawing Bend: U.S. Exist Joists ` 8 4 Existing Wall To Remain W-103 U.S. New Porch & Entry Joists New wan P 7'-3 1/2" Existing P.C.Foundation Wall i D 102 New P.C.Foundation Wall 80fW 80f T.Q. Exist.CMU Found.Wall 1777777771 Existing CMU Foundation Wall BILCO DOOR / ? \ 285" -_--- New— Lines Above — CMU Foundation wall _- I _ . _ _ _ _ F _ _ _ _ _ _ ----------- Lines Below _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T.Q. 1st Floor Fin.Slab+ Floor , -- - _ ---- - - - -- ----- _ - - - - - - - - - - - - Q1 --------- Guidelines IL A sot Door Tag d /BLUESTONE FLOOR& RISERS AT SCREEN T.O. Porch Slab 6" sos Window Tag PORCH,TYP. STUCCO FINISH AT FOUNDATION WALL METAL CLAD DOORS&WINDOWS,TYP. STUCCO FINISH AT FOUNDATION WALL Section X, ABOVE GRADE,TYP. ABOVE GRADE,TYP. Axxx Sheet A-XXX AYC SCREEN PORCH xx Detail Tag - - - - - - - - - - - -- -- - - -- -- - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - x T.O. Basement Slab Addition - - - - - -- - - - - - - ADDITION EXIST.FOUNDATION TO REMAIN �\ ADDITION -8'-9 1/4" Axxx Elevation Tag Ile x \\ x Axxx x Interior Elevation Tag East Elevation \ Scale: 1/4" = V-0" \\ x \ NNN Kramer,deCondhis \ ARCHITECTURE - - - - - - - - - - -- - - - - - - - - - - -- -- -- - - - - - - - -- - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - j l \ idge 2 o e_ _ _ _ _ _ _ _ T.O.TO 2nd - - - - - - - - - - - - - - -CENTER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. . ,r WINDOWS \ 22'-01/2" \ 260 HORTONS LANE POST OFFICE BOX 1600 i; SOUTHOLD, NY 11971 \ 6 3 1 - 4 7 7 - 8 7 3 6 i \\ kdcarchItecture . com s \ Plate at Bedroom Dormer - \ - - - - - - - - - 16-8' i \ \ 4 \ Q T.O. Plate at Stair Dormer \S, 16'-4" � ' a SKYLIGHT ', `AEI METAL GUTTER& DOWN SPOUTS TO MATCH METAL ROOFING,TYP. \ T.O. Plate at Gable Roofs \ i 10'-4 3/4" - - - - - - - - - - - - - - I \ - ` 0 2nd Floor Sub Floor - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -g GUYTON \� T 3/4" -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - -- -- - -- --- _- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U.S. Exist.Joists RESIDENCE II w1o6 i 3331 Grand Avenue, W Mattituck NY 11952 � U.S. New Porch & Entry Joists , Y i I z. w I ii ri 7'-31/2" W p o T.O. Exist.CMU Found.Wall n. WA L S ICEI-11 „ 2.85 - - - - - - - - - - - - - - - - - - - FI I' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O. 1st Floor Fin Slab+ Floor — - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - -- - - - - - - - - - - - o° Elevations NATURAL EXIST. GRADE T.O. Porch Slab -6" W- 1 I I I STUCCO FINISH AT FOUNDATION WALL I I ABOVE GRADE,TYP. I I I I BILCQ DOOR ---------' SCALE:As Noted - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Additio- - n EGRESS WINDOW WELL T 0 Basement Slab 8'9 1/4" 2 South Elevation Scale: 1/4" = 1'-0" A-200 © 2022 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 6/27/23 For SCDHS 7/5/23 For Trustees 9/18/23 Check Set 2/21/24 To Landscape Arch. 6/10/24 Rev.2nd Floor 9/27/24 Passive House Rev. CENTE ROOF 10/3/24 Passive House Rev.2 & DO MER 10/30/24 PRICING SET 10/31/24 PERMIT SET CENTEII GABLE { &WINDOWS abl - - - - - - - - IoorG- e - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - Ridge2ndF STANDING SEAM METAL ROOFING i TYPICAL AT GABLE VOLUMES --- ---- -- — % Z- ED q,4c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --=__-----=---_ --- -- -_---=_----_ --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . Dormer CABLEDECK RAILING; --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m D16'8" �` T.O.T O Plate at Bedroom C��1- K ��REF. PROJECT NOTES SKYLIGHT �•' �`• T.O. Plate at Stair Dormer AYC WOOD FASCIA,TYP. / I �/ 16 4 t,� �. PROVIDE MOCKUP TO CONFIRM W 203 W-202 yT o24802 �� DETAIL IN FIELD w/ARCH. OF NEB-k - T.O. Plate at Gable Roofs ; METAL SCUPPER & DOWN SPOUTS Lau 10'4 3/4" TO MATCH METAL ROOFING,TYP.AT FLAT ROOF; -- - - - - - - - - - - - - - - - - - - - - - - - - - PROVIDE MOCKUP TO CONFIF:M SCUPPER Sub Floor- - - - - - - - ----- - - - - - - - - - - - - - - - - - - -� - - T 0 2nd Floor DETAIL IN FIELD w/ARCH. Drawing Legend- -------------------- - - -. - - - - - ... - - - - - - - - - - - - - -- - - - - - 1 - Exist. OIStS Wall To Be Removed I - - -- - Existing Wall To Remain U.S. New Porch& Entry Joists New Wall II Existing P.C.Foundation Wall f 7312 j I:I SCREEN PORCH � III 9 � ' i� III i New P.C.Foundation Wall D-103 W-108b Existing CMU Foundation Wall W-102 { l W 101 D 102 T.O. Exist.CMU Found.Wall / f' / / -- ---- ---— ---- - New CMU Foundation Wall 2.85" I ------- Lines Above - - - - - - - - - - - - - - - - - - - - - - - - - - ills Z - - - - - - - - - - - - - - - - - - - - - - - - - - T.O. list Floor Fin.Slab+ Floor ----------- Lines Below - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ - - ---- --- - _ ---- - - - - - - - - - - - - - - - - - - - - - - - { I - - --- -- -- - 0" — — — — - Guidelines G Door Tag T.O. Porch Slab I UESTONE FLOOR& RISERS AT SCREEN WALL SCONCE; B - ---- O g 101 PORCH,TYP. VIF LOCATION w/ARCH. IN FIELD 61, Window Ta STONE STEP STONE STEPS Section X, Axxx SheetA-XXX West Elevation Scale: 1/4" = 1'-0" Q--L7 Detail Tag TO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /14" eva Ta - - - - - - - 89 n Elevation g Basement Slab Additio '17 x x Axxx x Interior Elevation Tag x C i IMNEY FLUE AS PER NYS CODE CENTEF}GABLE K amen deConciliis / & DOOR ARCHITECTURE / T.O. Ridge 2nd Floor Gable - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -/ - - - - - - - - - - - - - - - - - - - - - - - - 4�i - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - ii j 22'01/2" 260 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 11971 6 3 1 - 4 7 7 - 8 7 3 6 kdcarchitecture . com i / I T.O. Plate at Bedroom Dormer - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ... - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / j / CABLE DECK RAILING; y / REF. PROJECT NOTES I � \ / r / T.O. Plate at Stair Dormer 16-4 S CE Q / j ( OC .CA1ll FI - T.O. Plate at Gable-Roofs E FI r T. .2nd Floor Sub o0 d i' O -- _ _ YT N / - - - - - -- - - - - - - -_-_ _ --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Exist.Joists RESIDENCE 3331 Grand Avenue, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 84. , aorw III U.S. New Porch & Entry Joists Mattituck, NY 11952 y i LU 7'-3 1/2" z D- - I C) I> j,� I BE N SCREEN PORCH s b p W 109 T.Q. Exist.CMU Found.Wall a � � I i 2.85° IQ 0 - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - -) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.Q. 1stFloor Fin.SIab Floor or - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 r Elevations (NATURAL EXIST.GRADE T.O. Porch Slab -6" BLUESTONE FLOOR&RISERS AT SCREEN i PORCH,TYP, 2 North Elevation Scale: 1/4" = 1'-0" SCALE:As Noted - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O. Basement lab Ad ition 1 4" A-201 © 2022 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 6/27/23 For SCDHS 7/5/23 For Trustees 9/18/23 Check Set I 2/21/24 To Landscape Arch. 6/10/24 Rev.2nd Floor :C(PICAL EXIST IST FL WALL TO REMAIN ASSEMBLY W(EX 2X4+2X6 INT.WALL PACKOLITI,: WALL-C ' '' I - - - - - - - - - - - - - - - - -I- - - I - - - - T.O. Ridge 2nd Floor Gable 9/27/24 Passive House Rev. - - - - - - - - - - - - - - - - - - - - - - - - - - - - WALL-A I I I I I I 22-0 1/2' 10/3/24 Passive House Rev.2 -VENTED SIDING ASSEMBLY:VERTICAL T&G WOOD BOARDS OVER COR-A-VENT VENTED SIDING ASSEMBLY:VERTICAL T&G WOOD BOARDS I I I I I I 10/30/24 PRICING SET STURDI-BATTEN &SV-3 SIDING VENT OVER R-A-VENT TURDI-BATTEN &SV-3 SIDING VENT 10/31/24 PERMIT SET -DRAINABLE WRB: BENJAMIN OBDYKE HYDROGAP SA WOOD FIBER INSULATION BOARD 3.15"THK.(3.67/IN=R-11.5): -(1) NEW LAYER 3/4"THK. PLYWOOD GUTEX MULTITHERM FIBERBOARD -EXIST. 3/4"THK. PLYWOOD VAPOR PERMEABLE AIR BARRIER: BENJAMIN OBDYKE I I I -EXIST. 2X4 FRAMING FLASH & FILL w/3"CC SPRAY FOAM INSULATION (7/IN=R-21) HYDROGAP SA MEW FLAT ROOF ASSEMBLY I ROOF TERRACIEN -INEW 2x6 @ 16" O.C.STUD WALL w/ DENSE-PACKED CELLULOSE INSULATION (1) LAYER 3/4"THK. PLYWOOD REF. PROJECT NOTES&STRUCTURAL DRAWINGS NEW 2x8 @ 16"O.C.STUD WALL w/ DENSE-PACKED - - .- - .- - -WOOD.DECKING-ON TAPERED INSULATION_. _ _ ( ( ( ( T.O. Plate at Bedroom Dormer -'VAPOR PERMEABLE AIR BARRIER INTERIOR FACE OF FRAMING: CELLULOSE INSULATION (3.7/IN=R-26.8) - - - - - - - EPDM RUBBER-ROOFING MEMBRANE - - - - I _V - -I- - - - - - - - - - - - - - - - - - - - - - - - 16-8" PRO CLIMA INTELLO WRAP NEW 5/8"GYPSUM WALL BOARD(PAINTED) WATERPROOF UNDERLAYMENT -NEW 1-1/2"WIDE SERVICE CAVITY REF. PROJECT NOTES FOR MATERIAL SPECS. APA RATED PLYWOD SHEATHING I I I I I ( T.O. Plate at Stair Dormer -NEW 5/8" GYPSUM WALL BOARD (PAINTED) NEW ROOF RAFTERS I ( I I I 164" REF. PROJECT NOTES FOR MATERIAL SPECS. 3/4"T&G WOOD BOARDS TYPICAL NEW EXTERIOR WALL ASSEMBLY ':0 RED A f � c WALL-D _VENTED SIDING ASSEMBLY:VERTICAL T&G WOOD BOARDS � T.O. Plate at Gable Roofs i^, 't� K WALL-A SIPJIILAR WALL-A WITH ADDITIONAL PACK-OUT AT INTERIOR FOR STAIR WALL OVER COR-A-VENT STURDI-BATTEN &SV-3 SIDING VENT NEW WIRE CABLE RAILING I I �Q.� ROOF ECK . -DRAINABLE WRB: BENJAMIN OBDYKE HYDROGAP SA AS PER NYS CODE I I I 10'-4 3/4" < � �� (1) LAYER 3/4"THK. PLYWOOD : _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW 2x8 @ 16"O.C.STUD WALL w/5"CC SPRAY FOAM INSULATION f 1 - - o - - - - - - - - - - - - r - - - - - - - - - - - - - - _ _ 1 r _ _ _ _ _ _ _ _ _ YPICAL NEW 1ST FL.WALL ADJ.TO EXIST.ASSEMBLY'S'(2X4+2X6): - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m- - _ - - _ _ - - - - _ T.O.2nd Floor Sub Floor `, 7 WALL-B (7/IN=R-35) - - -� -I- - I- - • - - -I - - - - - - - - - - - - - - - • -I- - - -� - - ,. . 'VENTED SIDING ASSEMBLY:VERTICAL T&G WOOD BOARDS OVER COR-A-VENT 9'-6 3/41, NEW 5/8"GYPSUM WALL BOARD(PAINTED) I I I I I �2g802 STURDI BATTEN&SV 3 SIDING VENT *REF. PROJECT NOTES FOR MATERIAL SPECS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IDRAINABLE WRB: BENJAMIN OBDYKE HYDROGAP SA I I U.S. Exist.Joists ��•�, F t.J�,�1`i -(2) NEW LAYERS 3/4"THK. PLYWOOD(TO ALIGN w/ADJ. EXIST.WALL) I.. -I - J - - - - F - - - - - - - - - - - - - - - - - - - - IVEW 2X4 FRAMING FILL w/ DENSE-PACKED CELLULOSE INSULATION (3.7/IN=R-12.9) FwALL-ETYPICAL NEW EXTERIOR DORMER I I (I I I II I 8 4 NEW 2x6 @ 16"O.C.STUD WALL w/ DENSE-PACKED CELLULOSE INSULATION (3.7/IN=R-26.8) VENTED SIDING ASSEMBLY:VERTICAL T&G WOOD BOARDS U.S. New Porch & Entry Joists -VAPOR PERMEABLE AIR BARRIER: PRO CLIMA INTELLO WRAP OVER COR-A-VENT STURDI-BATTEN &SV-3 SIDING VENT I I I I 1 00 ( 1 11 ( NEW 1-1/2"WIDE SERVICE CAVITY WOOD FIBER INSULATION BOARD 3.15"THK.(3.67/IN=R-11.5) I i- SCREEN PORCH I I' 7'-3 1/2" -IVEW 5/8"GYPSUM WALL BOARD (PAINTED) VAPOR PERMEABLE AIR BARRIER: BENJAMIN OBDYKE HYDROGAP SA ( I II I 6 I II * REF. PROJECT NOTES FOR MATERIAL SPECS. (1) LAYER 3/4"THK. PLYWOOD I I I I 5 D 104 I I( I Drawing Legend: NEW 2x4 @ 16"O.C.STUD WALL w/ DENSE-PACKED CELLULOSE ( I (I = I I I I T.O. Exist.CMU Found.Wall _ _ _ _ _ _ INSULATION (3.7/IN=R 12.9) NEW BLUESTONEATSCREEN PORCH; I I II L I I II -------------- °� Wall To Be Removed WALL-B SIP✓IILAR WALL-B WITH 2"THK. RIGID XPS INSULATION AT NEW 5/8"GYPSUM WALL BOARD(PAINTED) STONE RISER TO MATCH STOOPS; I li p I I II I 2.85" STEEL BEAM AND ADDITIONAL PACK-OUT AT *REF. PROJECT NOTES FOR MATERIAL SPECS. CONFIRM DETAIL W/LANDSCAPE ARCH. E Wall To Remain New Wall INTERIOR - - - --- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O. 1st Floor Fin.Slab+ Floor FOR RETRACTABLE CENTOR RECESSED INSECT _ _ _ _ - _ _ - _ _ .- _ _ _ _ - _ _ _ _ _ _ __ _ _ _ _. _ _ _ _ _ r_ I_. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Existing .C.Foundation Wall WALL-F - - - - p SCREEN GRADE:REF.LANDSCAPE DWGS. I C'"" '" """"""1 New P.C.Foundation Wall VENTED SIDING ASSEMBLY:VERTICAL T&G WOOD BOARDS �"` - ,. s, }•i3}•' -110111 t #,,y%'S', •Ss rt 5 5:' ,1'}t}} }j 3s },3 > '}s,f}:'s ♦-»•'?'+ .. ......... _.. ....... ... _ ... REF. PROJECT NOTES FOR MATERIAL SPECS. -, _ _ ,) � �{ �}�.�, �} f};;, } , , ,� ;,�r3 },,; 3> 3':,. OVER COR-A-VENT STURDI-BATTEN & V SIDING E I!: !!I---I; - I I I I - I,I- ;I I --- I ,;`, #sr�t1011,51AI s3,s;f �g, ,s#;t#}}S ii � q � ;i4f{s## Ise.' - !-� I —. I - Existing CMU Foundation Wall S 3 S G VENT ------ �' --!; i—_; i --' I: - � ! � :i -' ,: !; --#', #�'�--- .__ 'c•.;,�,�!..... '!!--�( - -1 i I _I 1 I�I!_ I :III III g - .- --__. _.-_ I .----.__.; .__-___ _...___-- _ - I __ .__._...._-. 2 THK. RIGID INSULATION -__--: _..._ ! -.__._. _...__._._ _ _....._ _..___ !!_._...... _ --.---...._ T.O. Porch Slab DRAINABLE WRB: BENJAMIN OBDYKE HYDROGAP SA _... ._..._._ ___-_-. I;---____-- ! -__.__-- - `I __._-_- -- I _-._-- _-- •.a --- _-- :__._-- - _..._.-._. r. ....... ----i!I --- New CMU Foundation Wall (2) LAYERS 3/4 THK. PLYWOOD \ „ Ii ABOVE PORCH SLAB: 'I I �I I.. : --; --;!I I ------- Lines Above : NEW 2x6 @ 16 O.C.STUD WALL w/5 CC SPRAY FOAM INSULATION ! , ( / ) ! I I -- -- Lines Below : is -I. I II i : NEW 5/8"GYPSUM WALL BOARD PAINTED ! ! I I I! I I ! ! - - Ii - I -_=r===I!' _....._..._� I I --- I ---- !�----- !----'' � --.._..= —-------- Guidelines *REF. PROJECT NOTES FOR MATERIAL SPECS. —. --: _.._....�_- --- ... ,, .. I I j i I i'I. i ! .. ...... .. .. .._. .... ( .............. ._............... _..__.._ , ......._ .._..._._ ! ..:. .' , ; : I --------- ------- � ----!I _____::- ;! _"---_- !i =.-:_- --.::::-_ !-_:-_:- _::-'.-_ _._:_._-i -_=-.- --__ 101 Door Tag I : Wall Assemb Key ScaKE-)-Y -- le. 1/4" - 1 -0 -:--- ! ----. ;_v---! __-:I: -I! I ! .___ I _-� ( ;—_, -_ j -�! -- ! _ ! ----j _ T.O. Basement Slab-Addition sot Window Tag - - - - - -- - - - - - - O -8'9 1 4" Sect x Sh elt A-XXX &S, uilding SectionxzD Detail Tag cale: 1/4" = 1'-0" TYPICAL NEW SLOPED ROOF ASSEMBLY, Elevation Tag NEW STANDING SEAM METAL ROOFING x TYPICAL NEW DORMER ROOF ASSEMBNEW HIGH TEMP.SYNTHETIC UNDERLAYMENT NEW STANDING SEAM METAL ROOFING. NEW 3/4"THK.APA RATED PLYWOOD SHEATHING x Axxx x Interior Elevation Tag NEW HIGH TEMP.SYNTHETIC UNDERLAYMENT NEW 1X2 PLYWOOD BATTENS INSTALLED PARALLEL TO RAFTERS x NEW 3/4"APA RATED PLYWOOD SHEATHING 4" POLYISO INSULATION (5.8/IN=R-23.2) NEW ROOF RAFTERS-REF.STRUCTURAL PLANS NEW VAPOR BARRIER MEMBRANE: BENJAMIN OBDYKE VAPRODRY SA w/CC SPRAY FOAM INSULATION (7/IN=R-64.7) NEW 3/4"THK.APA RATED PLYWOOD SHEATHING VAPOR-VARIABLE AIR BARRIER AT INTERIOR SIDE OF RAFTERS: NEW ROOF RAFTERS-REF.STRUCTURAL PLANS PRO CLIMA INTELLO WRAP w/DENSE-PACKED CELLULOSE INSULATION(3.7/IN=R-34.2) I NEW 5/8" GYPSUM WALL BOARD (PAINTED)AT CATHEDRAL SPACE I I I I VAPOR-VARIABLE AIR BARRIER AT INTERIOR SIDE OF RAFTERS: I *REF. PROJECT NOTES FOR MATERIAL SPECS. I I I I PRO CLIMA INTELLO WRAP NEW 5/8"GYPSUM WALL BOARD(PAINTED)AT CATHEDRAL SPACES BUILT-UP ROO *REF PROJECT NOTES FOR MATERIAL SPECS T.O. Ridge 2nd Floor Gable Kramer+deConcihis DORMER RIDG 22'-0 1/2° ARCHITECTURE 1 - - - 4— �-- — I - - 2 3 —I— A-401 i A-401 A-401 1 12 y 1�1 12 I I 260 HORTONS LANE I 41 � I Q4 (2) 1/4 LVLW/ I A I I POST OFFICE BOX 1600 (2)7 1/ LVL �. N J I T Off' X 7 S , I I T�I FLUSH HEIR. ONT. ---- ---- I 1) /4„ „ TL I I I I S 0 U T H O L D, NY 1 1 9 7 1 / \ FL SH HEIR.CONT. ;% I+ F I `1 I I I T.O. Plate at Bedroom Dormer 6 3 1 - 4 7 7 - 8 7 3 6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r I - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - I - - - - �/ I 'A - - - - - - - -I - � - - - - - - - - - - - - - - - - - - - - - - - - - - 16'8" kdcarchitecture . com i / LRU210Z SIMPSON FAC T.O. Plate at Stair Dormer MOUNT RAFTER HANGER --- I I I I B ti I I A-401 16'-4" r / HALL BEDROOM \, I ;, ' ( -17 .3�TAIR I I I -ATTIC- Ir----�' Z - I WALL-E /' WALL-E AND - 12 '� �' I i o I T.O. Plate at Gable Roofs / RAILING o \ I I 12 i I Ii E- ic1 I AS PER YR NEW KNEE WALL: I I; ATTIC I 10'4 3/4" •=--- 1 - I- - - - - - - - - - - - - - - - - - - - - - - - X8W/-DENSE-PACKED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NYSCODE - - - - - - - --- _�----- ELLULOSE i I' -I' I T.O. 2nd Floor Sub Floor - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - I EXIST.JOISTS � � /4::THK. PLYWOOD ; � - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -9`-6 3/4„ - - - - - - - - - .1 - - - - - - - - ----- - - - - - I - - - - - - - - - - - - - - - - - HE .. .. - - -=R26 -) - - 1 - - - - - - TJOiST ( . - - - - - - - - - - - - - - - - - - - - - - - - - - EXtS S ATHING WALL-B SIMILAR INSULATION(3.7/IN .8 WALL-A SIMILAR - - 1 VAPOR PERMEABL€AIR - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -----� - - -----_NEW UPSET - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - -I- - - - - - - - -I- - - - - - - - - - - - - - - - - - - - U.S. Exist.Joists �V 1 ION I PROD.TV ( �, IBARRIER AT INTERIOR FACE OF 8--4 -------� STEELBEAIdF-- - 1_____ I RAMING: ---- I [ROI I CLIMA INTELLO WRAP I WALL-A U.S. New Parch & Entry Joists RESIDENCE J I KITCHEN I BUILT- POWD R I 7'-3 1/2" 3331 Grand Avenue, - I-----� I LIVING ROOM' AL NEW FLOOR ASSEMBLY(P.C.SLAB): I - -----i I I I I INS I I Mattituck, NY 11952 NEW POLISHED 4"THK.CONCRETE SLAB HOLD EDGES OF SLAB 1" OFF INSIDE ACE OF T.O. Exist.CMU Found.Wall OUND.WALL, FILL w/ RIGID INSULATION) I - - ---� I I I I I I I I 2.85" 15 MIL.AIR&VAPOR BARRIER _�- - NEW POLISHE SLAB ON GRADE NEW 4"THK. RIGID INSULATION. BELOW SLAB ( --1 N W POLISHED SLAB N D I 0 G�A E - - - - - - - - - - ABOVE EXIST. LAB TO REMAIN _ - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W(-------- - - - - - - - - - - - - - - -A OVE EXIST.SLAB TO RE Iv� IN - - - - - - - T.O. 1st Floor Fin.Slab+ Floor (4.7/IN=R18.8) - - - - - - - - - - - - - - - - - - - - _ -- - - - - - - - - - - - - -- - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - -I- - 74 t° - - - - - - - - EXIST.OR NEW PROVISIONAL P.C.SLAB ,: � - - - " - " - j - - - - - - - - - - - - - - - - - - - - - REF. PROJECT NOTES FOR MATERIAL SPECS. GRADE: LANDSCAPE GS. RAD REF. DS E DW III : : : I _ . ..... _ :� I - I — Building I I I _. : I I I - �� I j = I------ T.O. Parch SlabSection I I: II :I I II !� I � �! I�I � ( • �I I II II I : II I . I: .II - I-- - I-- - :-- -- - t:� I ----i -- : - -- ' ! II:: I �) : :II — li - !I: I it-- -- I ! : _-----I 771 !�_ BuildingSection BuildingSection T.O. BasementSlab-Addition Scale: 1/4 - 1 -0 - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - -- - - Scale: 1/4 - 1 -0 �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - GENERAL NOTES■ - - - - - - - -8'-91/4" SCALE:As Noted -REFER TO STRUCTURAL SHEETS FOR ALL FOUNDATION & FRAMING INFORMATION -REFER TO WALL ASSEMBLY KEY ON SHEET A-300 A-300 © 2022 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 6/27/23 For SCDHS A-403 7/5/23 For Trustees 9/18/23 Check Set I ( I I I I 2 I T.O. Ridge 2nd Floor Gable 2/21/24 To Landscape Arch. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - ' 6/10/24 Rev.2nd Floor - - - -- I- - - - � - - - - - - - - - - - - - - - - - - "- - - - - I- - - - - - - _ - - -- -I - I- - - - - - - - - - - - - I 1 22'01/2" 6/10/24 Rev. Passive House I I I I I I I 1 10/3/24 Passive House Rev.2 I I I I I I 1 1 10/30/24 PRICING SET I I I I I I NEW ST�tUCTURAL RIDGE 10131/24 PERMIT SET 11 1 I I I II 1 1 I I I I DITICAL NEW SLOPED ROOF MEMBLY: I ; " /` I T.O. Plate at Bedroom Dormer - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - - - - - - - - - - 1- - - - - - - - - -- - - _- - - - I- - - - - - - - I- - - -- - - - - - - - -1 - - - - - - - - - - - - - - _- - - - - - - - - - - - - - -_- - - - - - -' - -- NEW STANDING SEAM METAL ROOFING - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - <v� - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - -I- - - - - "„ - 12 - - - - - -1- - - - - 16'-8" I I I I I I NEW HIGH TEMP.SYNTHETIC UNDERLAYMENT I '" "� 1 1 1 ( 2 NEW 3/4"THK.APA RATED PLYWOOD SHEATHING I -, A IC �12 T.O. Plate at Stair Dormer W- 01 - - NEW 1X2 PLYWOOD BATTENS INSTALLED PARALLEL TO RAFTERS `7 '� I- 1 '. : _...' ..' - L =I.-___TS "W .'` : !�Y I 16'-411 A-403 4" POLYISO INSULATION (5.8/IN=R-23.2) - L-- = ''/ `'- NEW EPDM WATERPROOF MEMBRANE - --- - -- -- - -- - NEW RIGID INSULATION PITCH BOARD NEW VAPOR BARRIER MEMBRANE: BENJAMIN OBDYKE VAPRODRY SA I �'" I �'St I I I I I I ( NEW 3/4"APA RATED PLYWOOD SHEATHING NEW 3/4"THK.APA RATED PLYWOOD SHEATHING I I NEW ROOF RAFTERS- REF.STRUCTURAL PLANS 12 T.O. Plate at Gable Roofs ^ r',!'�ED A I I I I NEW ROOF RAFTERS - . ,.N`r R I I I I I w/C.C.SPRAY FOAM INSULATION (6.5/IN=R-60) w/DEIJSE PACKED CELLULOSE INSULATION (3.7/IN=R 34.2) 12� � 10'4 3/4" `'t��� �.It, r%r" -I - - - -I - - - - - - - - - - - - - - - - -I - - J - -I - - - - - -I - - - - I7� __ - - - - - - NEW 3/4"T&G WOOD BOARDS CEILING- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �r `` /i t� NEW EPDM ROOF I J *REF. PROJECT NOTES FOR MATERIAL SPECS LIMAIA T.O. 2nd Floor Sub Floor fp /.I. �0-4 - - - - - - (- -' - - - - - - I- - - - -- - - - - - - - - - _ _PROC NTELLOWRAP BLE AIR IER AT INTERIOR SIDE OF RAFTERS: �" I �{ t'P ,',- - PITCH T01NTERNAL-DRAIN- - - - - - - - - - - - I- - - - - - - - - - - NEW 5/8 -GYPSUM WALL BOARDIPAINTED)AT CATH€DRAL-SPACESI I *REF. PROJECT NOTES FOR MATERIAL SPECS. 9'-6 3/4" t- ` - - - - - - - - - - - - - - - - - - I - - - - - - - '- - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - -- - - - - - - - - _ _ - - - -- - - -- - - - - -- -- - -- - - -- - - - - -- - - - - - - - - . . . - - -- -- - -- -- - - - - - - -- - - - - -- -- - - - - - - - -- - -- - - -- -- - - -- - -- - - - `�'� FI 1 ----- ---- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - 0248017. - - - '- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - _ �_ -- - - - - �, - ° I i 1 - U S Exist Joists -� WALL-C > WALL C 11 **a�':�*�„ O I I I � 8 4 fi of 't I I 11I it WALL-D I I! I -104 i I U.S. New Porch& Entry Joists rYPICAL NEW FLOOR ASSEMBLY,P TYPICAL NEW FLOOR ASSEMBLY(OVER ! I , I I `I : ENTRY HAL I I! I I I NEW POLISHED 4"THK.CONCRETE SLAB ( _ 7'-3 1/2" ;`'I •'. m II I I ( I HOLD EDGES OF SLAB 1"OFF INSIDE FACE OF NEW FINISH FLOORING . PRIMARY EDROOM o ;,1 . N 1; I I ( OUND.WALL, FILL w/ RIGID INSULATION) (2 LAYERS AT ADDITION ONLY) NEW 3/4" NEW POLISHED I r• I T.O. Exist.CIVIL Found.Wall 1 . - 11� I; 15 MIL.AIR &VAPOR BARRIER LYWOOD SUB FLOOR ____-----___- .-_-_-__---___. Drawina�ge^�„t CONCRETE ENTRY HALL FLOOR ( I I `" LL I NEW 4"THK. RIGID INSULATION BELOW SLAB NEW FLOOR JOISTS(REF.STRUCTURAL PLANS) 2.85" I I > I I I I I (4.7/IN=R-18.8) w/C.C.SPRAY FOAM INSULATION (R-39) I ' _ _ _ _ _ = wall To Be Removed NEW BLUESTONE STEPS& RISERS; I; I I REF. PROJECT NOTES FOR MATERIAL SPECS. Existing Wall To Remain I EXIST.OR NEW PROVISIONAL P.C.SLAB g --SEE LANDSCAPE DRAWINGS_ - - - - - - - - - - - - - - r1 - - - - - - - ! - - - - - -1 - - - - - - - - - - - - __= __ * - - - - - - - - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- - - - - - - - -T.O. 1stFloorFin.Slab+ Floor _ _ _ _ _ _ _ .- - -. - - - - - - - - F- I REF PROJECT NOTES FOR M.ATERTAL SPECS. - - -------- - -- ------ I - _FOR DETAILS- - - - - - - - I- - - - L_ - - - - - - - - IT I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PREFAB.EGRESS WINDOW WELL_ - - - - - - - - - - - -- "- - - - - - New Wall - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - 0 1llel _ r: ,y, GRADE: REF. LANDSCAPE DWGS. !#, 'NEW FLO{ T;JOISTS *, ,,./ Existing P.C.Foundation Wall a,.,. . r, y.r' i�» . 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Plate at Bedroom Dormer - '- - - - - - - - - - - - - - ' - - - - - - - - - - - - '- - - - - - - - - - ' - - - '' - - - - -- - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - '- - - - - - - - - - - - - - - - - - - w/DENSE-PACKED CELLULOSE INSULATION (3.7/IN=R-34.2) - - - - - - `�,. - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -'' - - - - - - - - 111 VAPOR-VARIABLE AIR BARRIER AT INTERIOR SIDE OF RAFTERS: I :�� ( , I I -I - - - - - - I ��\ 16-8 (�` . 260 HORTONS LANE PRO CLIMA INTELLO WRAP I , I I 1 I I HALLWAY ( I 4 1 % �: I I I - - - � T.O. Plate at StairDarmer POST OFFICE aox 1600 NEW 5/8"GYPSUM WALL BOARD(PAINTED)AT CATHEDRAL SPACES "" ATTIC U,�, I I I I A-4o2 I ---- *REF. PROJECT NOTES FOR MATERIAL SPECS. I I '� I I I I I TYPICAL NEWFLOORASSEMBLYOVERSPACEII I I 16'4" S O U T H O L D, NY 1 1 9 71 BATH 1 NEW FINISH FLOORING HALL OFFI E NEW SKYLIGHT I I F� I I 1 � NEW 3/4"PLYWOOD SUB FLOOR I I I I 6 3 1 - 4 7 7 - 8 7 3 6 REF. PROJECT NOTES I I I I > NEW FLOOR JOISTS(REF.STRUCTURAL PLANS) ---- ----t---- I I I k d c a r c h i t e c t u r e . c o m 12 I I ( I I w/ BATT ACCOUSTICAL INSULATION 1 I I I I T.O. Plate at Gable Roofs 12� 1 NEW 5/8" PTD.GWB I 1 ( I 10'-4 3/4" - - - /- -- - - - - - - - - - - - -I -- - - - - - - - - -- - - - - - - - -I-- - _ - - -- - - - - -- - - - - -- �I. - - I - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - *REF. PROJECT NOTES FOR MATERIAL SPECS. - -1 - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - i- - - - - I - - - - - - - - - - - - . . - 'I - -- - - - - - - - - - - - - - - - - - -- U - - - - - - - - - - - - - - - - I I J I I T O 2nd Floor Sub Floor N UVC �.JO T -1-_ �I IST. 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I @ 2022 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 6/27/23 For SCDHS 7/5/23 For Trustees 9/18/23 Check Set 2/21/24 To Landscape Arch. 6/10/24 Rev.2nd Floor 9/27/24 Passive House Rev. 10/3/24 Passive House Rev.2 LL 10/30/24 PRICING SET 10/31/24 PERMIT SET N \ O I�' ( III II , iIll 1 ( , I I ( I { I GLASS RAILING ( I + ? i. I ! 1 ! r I `''� III 1 I �r :I '" IN SHOE li I i,1:' I i I lid t I, 1, uI! „�+ I I it j I I! ( j ( r \ j , I,! , ( � ' I li �l�I� I I ^� I li'^i � I ' } "' Nil ''Nil,l� , s,l ��!� i I► ,;;, a , � u; I I , I ,6,1 1,� I \ xg GWB WALL 11 i (irri ; I { II ( ( '(; � II 1 I I I II' , I r: � I WO [ ,�AI L! IN' , : \ C� (FINISH W1) ?' I I Ijf !I('''� it4, ` �I 1�(�(� (' I� il� jI ' (1("( 1 ` COED AR I, I I !N r ! It J VjjUO :V E'EFi ALL BY',: 1, / f, -1 IL STE P P I ,I� 4!1 1 ; F I . I!I r,: r l I �\ GWB WALL(FINISH W1>LIGHTS � I { I j I Ii lI � II 4�1 1 , r ti F I I r, :1 T tl! Vr' I i I I I r I i ! \ rl I , I I r 1 4: I � I I ; I r l I ' r' i ( 1 r I N BASE AT I 0 � i I 4 I i i I I � ( 1 r I I r t Ir I I I ( I' „ „ , I l i : . I I I i i I:I n I \ I1 rr l Iiy f1, {{'I II I:CIp I, 1 I fI I i �I !I , ��-9, 02460 GI; 2 ESTAIR•SCRI T WALL'TYP. W00 DOWEL HA DRAILAS PER NYS CODE REF. PROJECT � 2 NOTES FOR BRACKET jlj +,;' �i;;1 , 1 I t, , � y :,,r � t!I � 't II f � �, ,, (: ' �r, 11,a;,II � ',a , lili i � � ,, I � Q� '�`�•,, NE`J`{ I � I', I ,I; � O ' (i I ,I�, I,( I ; ;:, �,Ir ; ti1 i � I �' I 11j, i I ,"'•`„,,... N , l I I i , , , I I r,; , , I 1 i 11 I I i � Drawing Le�Y I D end: t I r I I Jll �lrt y I �' It it I � ! :I , II f , I � i II � � B ,I I I I l Wall T Be o Removed 1 „ I I 1 II I I %1 I BAR ,I II I) 1 's , ' ji B R i:;I� � !r,I r� 1 I Existing Wall To RemainUNDER UNDER , 1 STAIR STAIR �I' New Wall �' l lii�il I )tll I `', ll � 1� ALIGN T.O. '1 ) I I ' 1'(; lip j !I ; ✓ - I l r;' tlil it Existing P.C.Foundation Wall TREAD + ail ;I l I I R`' 11ci New P C Foundation Wall y , STEP LIGHT :,, �" Q �, i 1 II it ;I?,l i! III i f` !++ f Il ' I Existing CMU Foundation Wall C.L. ' :: TREAD , H it New CMU Foundation Wall STEP G 1� ri I P ICI T �I� 1`,��I � (11 l I3 I lY+l l i ——————— Lines Above RII; I 1 rl{,: , / ` Lines Below Guidelines 101 Door Tag 101 Stair East Elevation Stair West Elevation Window Tag Scale: 1/2" = 1'-0" 2 Scale: 1/2" = 1'-0" Section X, Axxx Sheet A-XXX — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — xx Detail Tag I � x I , Elevation Tag x i ! i X AXXX X Interior Elevation Ta g Y.. l x ( / UNDERCNTR. ! HANDRAIRILAS PER REF. DRAWERS / I NYS CODE 1 --— — --— --— —— —— I / oo m A-600 l l i i Kramer,deCondhi.s i I li 12 11 10 9 ( 8 7 6 5 4 3 2 1 2 ARCHITECTURE 1 , t r >, 260 HORTONS LANE OFFICE ty i POST 0 BOX 1 600 I S T L OU HO D, NY 11 97 1 6 3 1 - 4 7 7 - 8 7 3 6 ' kdcarchItecture . c0m WOOD BURNING i STOVE AS PER NYS { CODE 16 15 s aaer1/21rs1 Floor Plan z , STAIR/ BOOKSHELF CABINETRY BY G.C. I14 i 13 i 12 i 11 I 10 GUYTON LU RESIDENCE I i 9 0-1 N W \ Cn 8 r1- -j 3331 Grand Avenue, Q Mattituck, NY 11952 7 LL CY LLJ - 6ffix, rl i 5 i > i 4 f 3 2 Stair I � I — ———— — ———— —— — —— — —— —————————— —— ———— —I—— ———————————— ———— —— ——— —— — —— — —— — — —— i. I -- 3 Stair North Elevation SCALE:As Noted Scale: 1/2" = 1'-0" I I I - E3 Stair: Second Floor Plan Z L-7 A-600 Scale: 1/2"= 1'-0" © 2022 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 1 6/27/23 For SCDHS 7/5/23 For Trustees VOO 9/18/23 Check Set 2/21/24 To Landscape Arch. 6/10/24 Rev.2nd Floor 1 2 3 1 9/27/24 Passive House Rev. A-300 A-300 A-300 A-301 10/3/24 Passive House Rev.2 10/30/24 PRICING SET 10/31/24 PERMIT SET 11'-0" 18'-0" 7'-10" V.I.F. � Ela ARcyi NEW P.C.FOUND.WALL;ALIGN OUTER FACE OF WALL W/EXISTING �� Y,� t�,A - -�� , —� —�— Ham— - - - - - - NOON - - - - - - - - - - - - - - - - NOON — � ZD ZD r - - - - - - NOON - - - - - :TI — ------------------------------ _MriSTONE STEPS ABOVE; + 024802TYPICAL CONNECTION NEW&EXSG _SEE LANII?SCAUARCH,_DWGS— �` _k EXIST.FOUNDATION 0FOUNDN I ��QF NE PROVIDE#5 REBARDOWELS @ 12"O.C. I I 8"x16"P.C.FOOTING WALL TO REMAIN60 r3 -," 24"LONG w/6"MIN.EMBEDMENT I i BELOW LOAD BEARING WALL ABOVE T.O.WALL NEW FROST WALL/TURNED-DOWN SLAB EDGE w/HAUNCH I __ __ — —Si9NE—sF6QP ABOVE — — ( GROUT SOLID(TYP.) ' r I t� T J I O SEE LANDSCAPE ARCH.DWGS. 1O" + INSUL. -4 1/2"FROM FIN.FL. 1 8 ✓_ 1 �L11� .l1 _�L /_� � cV —6"P.C.SLAB I / TfNG- NEW ICF WALLS NE ICF WALLS I LINE OF LOAD BEARING WALL ABOVE(TYR) � HAUNCH SLAB w/#5 REBAR I I 1'8 nP.C. Drawing Legend: — — I 1A x FOOTI GS DOWELS @ 16"O.C. I CUT DOWN TOP OF FOUND.WALL AS REQ. 1 _ _ AT BASEMENT WALLS; GROUTED SOLID-4"INTO I I I I I I REF.#1/A 403 FOR REBAR - _ _ _ _ _ NEW POST ABOVE I NEW POST ABOVE NEW P.C.STEPPED FOUND.WALL _ _ _ _ _ _ Wall To Be Removed FOUNDATION-12"INTO SLAB I I I O I I I NEW P.C. I I 10" + INSUL. g I = I I I Existin Wall To Remain I BASEMENT WALL .1 New Wall NEW BLUESTONE PATIO NEW 4" FIN. P.C.CONCRETE I I NEW 4" FIN. P.C.CONCRETE I I 016"O.C. A-301 �" i %, ~ .� Existing P.C.Foundation Wall POLISHED SLAB OVER 4" RIGID INSULATI01� POLISHED SLAB OVER 4" RIGID INSULATION NEW(2)1a"LVL I OVER 2" RIGID INSUL.OVER 4" I I I I I —•---•---• —•—•—I ` FOUNDATION WALL HEIGHT NEW 4" FIN. P.C.CONCRETE New P.C.Foundation Wall 1-8 SLAB ON GRADE OVER NEW PROVISIONAL SLAB I OVER EXIST.SLAB > I:,: I T.B.D.IN FIELD I I POLISHED SLAB ON GRADE OVER I -� FLOOR I y TO TIE INTO EXIST. I I cV I COODINATE WITH FINAL GRADE ELV. Existing CMU Foundation Wall I I I 4" RIGID INSULATION OVER 4" I HATCH REF.LANDSCAPE DWGS STRUCTURAL SLAB ABOVE New CMU Foundation Wall CUT DOWN I I I —— NEW(2)14"1% ———I T.O.FOUNDATION WALL AS REQ. I FOR NEW SLAB ABOVE I HAUNCH SLAB w/#5 REBAR —I ——————— Lines Above I I I P.A. NEW(3)14" VL - ---------- I DOWELS @ 16"O.C. - Lines Below I I I GROUTED SOLID-4"INTO I J, I 0 --------- Guidelines I FOUNDATION-12"INTO SLAB I I I T.O.SLAB— I I � I, NEW B SE ENT ACCESS 8" I 8' 8 1/2" UP O NEW P.C.STEPPED FOUND.WALL CN= N Door Tag 3 CV LU 00 Window Tag NEW STL.COL.ABOVE I— " — — — �— CUT DOWN TOP OF FOUND.WALLAS REQ.FOR DOOR ABV. — — — — NEW STL.COL.ABOVE �_ T1P� .St*B NEW UNFINISHED _ — — — — — — — 0 , L - - NOON - - I� - - - - - - NOON - - — - - - - - - - - -I rl STONE STEPSABOVEL _ BASEMENT a0 -- --- ----ONES- PSABOV -- ----- .,„ ShctionX, er - mow" STONE STEP ABOVE; ---------- ' -- ----------------NOON-- NOON- OVER 4" R INSULATION eetAXXX 00 AXXX SEE LANDSCAPE - - - - - -6 P£.SLAB- - - - - I RIGID EGRESS ARCH.DWGS. TYPICAL CONNECTION NEW&EXSITING „ _____ ___ __________�_ _—__ DOW WEL --NOON-- ----------- ------------- FOUNDATION 2 EXIST FOUNDATION _ Detail g ' r= - I 10"x 1'-8"P.C.FOOTINGS = LL I I I IN L � UNDATION xx � Ta PROVIDE#5 REBAR DOWELS @ 12"O.C. i �_ N WALL TO REMAIN � O —__ C.L.W W&W O 24"LONG w/6"MIN.EMBEDMENT _____! S-101 C -NOON-- -NOON-- -----------------------------NOON-- �":"".. - AT ENTRY WALLS; _ � ---- D D STONE STEPS ABOVE; ABOVE GROUT SOLID(TYR) SEE LANDSCAPE ARCH.PLANS REF.#2/A 403 FOR REBAR I z I 0 2 + Elevation Tag TYPICAL CONNECTION AT NEW COLUMNS 2 TYPICAL CONNECTION AT NEW COLUMNS o I A-301 L - - x GROUT SOLID EXIST.CMU S-101 GROUT SOLID EXIST.CMU I ? r — 3-0 FOUNDATION AT NEW COLUMN FOUNDATION AT NEW COLUMN AND ANCHOR BOLT LOCATIONS VIF REF. LANDSCAPE ARCH. DWGS. 20' 7 1/2" AND ANCHOR BOLT LOCATIONS c5 x Axxx x Interior Elevation Tag — _ z + I 'I ':10" + INSUL. x � — - o , 0 3'-6" 11'-0" 3'-6" Kramer+deConcibis ARCHITECTURE 11'-8" 11'-0" 18'-0" 7'-10" V.I.F. 260 HORTONS LANE POST OFFICE BOX 1600 26'-4" 35'-0" 36'-10" S O U T H O L D, NY 1 1 9 7 1 NEW FOUNDATION EXISTING FOUNDATION PROPOSED FOUNDATION kdcarchitecture . com 90'-4" OVERALL FOUNDATION GUYTON Foundation Plan RESIDENCE SCale: 1/4" = 1'-0" 3331 Grand Avenue, 1'3" Mattituck, NY 11952 10 STEEL 31/2„ COLUMN 6" 4" 11/2" 15"x7"x3/4"THICK Foundation Structural Plan STEEL PLATE N M STEEL COLUMN r- N M 3/8 SCALE:As Noted 1"x16"ANCHOR BOLT 2 Steel Offset Base Plate - Plan Detail S- 101 SCale: 3" = V-0" © 2022 Meryl Kramer Architect All Rights Reserved 1 2 3 1 A-300 A-300 A-300 A-301 Issue Date: Set: I /811 6/27/23 For SCDHS 7/5/23 For Trustees 9/18/23 Check Set --- -------- --- 46'8" — — —_ ---- --- 1/4 2/21/24 To Landscape Arch. I 0/24 Rev.2nd Floor 9/27/24 Passive House Rev. 12'0" 22'8" 1.. 0" v I 10/3/24 Passive House Rev.2 v 10/30/24 PRICING SET �° !—�G�— ---------- -- � - ------------ �- „ „ „ 10/31/24 PERMIT SET `� --- _.. - ---- - ..-- _--_----- g� -i t 7 x 4 x 1/2 STL.ANGLE ------ --�' I ,��--Q�_.._..---------------�' —NEW(2)_7_1/4"_LVL_FLUSH_HEADER CONT. ------___......--- ---- ---- I - - --.. .._.......------------._.....-- ....---------- __... ------------- - -- -- --------- - r ...... .......................... ...............................ota.. _-.... _.. is !! I 4-3#4 A325 BOLTS co o � „ a � !;! - — - ...... ! N ( - : � w ! - !L Li � O —- -- _ _---------- - I � REDA co -- NEW ii — -- - - ---i', z y �FL oPOST TO --- —_- CHIM UE _ -w- - - - - - - - - - -- - - -- - - - - - - - - - - Q' •-:` ROOF PENETRATION x` RIDGE ! oo _ - NEW POST 0 IDGL` Q NEW X -------- ---------- _2x4_WQOQP_LAIE---��v NRt OSTTO .� O SET ON TOP OF RAFTERS N 3 �' w Offset Bolted Connection Detail �• N• BUILT-UP ROOF ABOVE N N F!y Q 3 RIDGE ��+ DORMER AREA ��'v( c%y .�i +6, �',.y. w Scale: 1 1/2" = 1'-0° �- ­L_l If14 4802 c I I ——— - — — }-2x z —•--- —F"RfDG -0 —— 2} OQ` __ _ 3 Op It NEW(2) 11 1% � Vt"�2tt� - HDR. •— HDR. � X , I(1)2x10I NEW(2)9 1 LVL RIDGE ! 1. S YL�I Z I F';w ( z R.O. d -- - o - m I --- - - - - - -- - X (1) 2x10 X - - - - � x I; j w --� ------------- —�. --_2-X4-W M PI ATE-__ 2'-4" �' __�. II N W o �+ -- Drawlny Legend: W c I SET ON TOP OF RAFTERS - !'II to o o Wall To Be Removed ! I 4 ! ! i I li jS j Existing Wall To Remain ---- -------- - — - - J 1 �! ~ 0'-8 3/4" L",.__9 New Wall �, 1 o� 1 z" 10' 8 3/4" I --- -- -- z I� N \ Existing P.C.Foundation Wall I I � z N P.C.-- Q NewFoundation Wall _�...�--------...................._-....-- --------...----------- _ _ _____sue_—. —_._.----------------._._._...._._._... } -- ---- --------- --I ----- - -I__ - _..._. - _-.-. - - —t -_ ---- ----------- `-- - Existing CMU Foundation Wall A f� iVEVU°{�) '3/4"' 7_.STL:PL: EtUSH H DE �:- II �i O 9C (W2f32' New CMU Foundation Wall - ------ - --- ��1 s�S --- -- - -- z ------ A-� -- — -- - -------------——�L_. i_ - Lines Above �S���j.�, 22'_8° �pS �, - ----- - --- ------ Oi ----------- Lines Below I 2 —------ - Guidelines A-301 G Door Tag I 101 Window Tag Section X, Axxx Sheet A-XXX i Second Floor Roof Framin � Detail Tag 2 Scale: 1/4" = 1'-0" 4> Elevation Tag x x nxxx x Interior Elevation Tag x 1 2 3 1 A-300 A-300 A-300 A-301 Kramer+deConciliis ARCHITECTURE --------------- ---- --------------- 46'8" 14'-6" 11'8" --- ----- i_ - --- ------- 11 0 18:0 s o H OR TONS 2 0 ONS LANE POST OFFICE B 0 X 1 6 0 0 --'---- ----- _._.... ._,w=;;::� __..:;_ NEW 42)Zx8 HDR.--- T H 0 L NY 11971 ___ .- __,._... . .. ,T.,.. = __ -.,.. - --__ - ---- - - - LEDGER - — - — 9 -- S U D i 0 NEW 2x10 = i. .--ems. _.__.__ —_— _ �. '.-� � �� DTT1Z DECK T - — -;-- _- _- - — -- _-_.,-- .._ _--_ _,-------.-...............__...._.__...----..__.....-_-__.-_-- _-- - ! w/TIMBERLOK FASTENERS @ 16 O.C. --= = -� - -'—��' - Ico STAGGER TOP& BOTTOM kdcarchitecture . com - X ---O - - - -- A ---- - -- -- - - o -' ---- �; NEW SHEAR WALL I C ! N �W SHEAR WALL_- -- -- --- -l.' — -- -- - : - ; -9PPP� FOR STAIR AB �- — � � ----- .. . . . ... ( — 1. _>' '! -- w.3 NEW�3L2x10 HEADER ----_ -- _ G • m _._ �—I oo --- _ a` W x10 FLUSH _—_----- Q f 3 1 2" 3 2„ A ��� 44- I I � _ I \ II I I �';�' ° - _ _ — _ NW(2a 2x10 R.R. - .NEW(2.)2 5 ► = f cv W L f )1 — Q 16"O.C. - cv —r'_ - " - I I, 5/8" � I I� I �„ -- _ i B _ AR-I�GKYLI : � a1 �! .! EQ 5,4„ EQ 3'-1 1/2" FRAM 1:412'L H R. 3'-10 1/: " 3'-0" -4 1 - ----- --— -- ---- - I - --� I 2 8 I ! ---- - . I @ �;; �------ � flPENtNG -��:".a�.—. -------------_ � i - :� i NV� � -� I I I VIF 11`-10 1 4" ' w cn / NEW(3)2x6 I FOR STOVE I I I NEW 3 2x6 ----- - --------- ------ ---- -- --- N - - - _. . ( ) it I 11'-7 3/8° I N ©i ! cy I p w I POST FLUE POST ' _. . .._._..__ 1 _ I o IPE WOOD DECK ABOVE I P.A ( ------P:Ad -- - -- f--- --I - -- - ----- - -- - ..... ! (w `rrx , I -- - ------ - ! - - F t'µ ( GU 1 1ON _ w o to r 6 i P:a j i! - -- I EW 2x 3 o P �; �4 r. ( I 10 C. X w " (O JI J� I I ilf ( r— �V \ " o o J _� ;;� I �� , —L016"O.0 — A-301 RESIDENCE NCI w > > >' w - Ili _ — +X z -�i U O w —F `,1i jl j r NEW ) 12x1 J X �C X N Q 3 -I o - - - 3331 Grand Avenue, 6•-�'. I m r�-I• m r-I• �t Q `__cc_:,___:'c:_:_... Z A�k,'S �N-II N _ I _ I_ Y Iw ;; 8" �� n I w Mattituck, NY 11952 zl w zl I� 61 LU zl a w -1 _�� - - - - I —__- __ _,_--- R7 z ZLU O ,- Z I I I I i . J1 ,/r III! !i CI' ` I II> Z " " 111 I _ -_�� I ,__ `, --------- z -- - 6 O.C. 16d C. ! I I 3 7 5/8 w 1 — - NEW(3) 2x10 I!" � — - --- --- ----------------- -- - i�� m 1 : o �" t.--- - -------- - "E G WOOD POST '; = J Structural Framing Plans —_ _. 'n NEWIMP. _..._...._.. .............- - -......._............... ..... ... - - - --- _ I - - - -- - -- 00 i 00-- - ..---------- -- -_-t ._. (. -------- ---- ----- - -- ..__...- -.iE._NEW 3 9-1 2 tVLDJ OP HEADER W1OX100 DR P HEADER(ECCENTRIC CONK.TO COL.) ...._._.._-__.__ 3)g'� ;LV1 E3R._ EAQEk� ' ; = i �j N - — — — — -- -- -- —- — — — —ate- — --- --- -- -- -- - — i1 NEW GIMP —L BEAM CENTER LINE 1 1/2"OFFSET BEAM CENTER LINE 1 1/2"OFFSET NEW SIMPSO ji w i j cv HDU2 HOLD DOWN FROM COLUMN CENTER LINE - ------------- - FROM COLUMN-CENTER LINE--- HDU2 HOLD DOWN �- - SE OFFSET BOLTED CONNECTION DETAIL SE F BOLTED CONNECTION DETAIL ! z 2 ----------- - - --- - - E2°- �Z Q° -3 -- -- ---— w A 01 � \� SCALE:As Noted ao; 'NEW(3)-11-7/8"-tVL BOTTOM FLUSH u..}� L_ 4a `—•—_-- NOTE: LVL= 13/4"x 14" MICROLAM NEW SIMPSO �: ! EW SIMPSON HDU2 HOLD DOWN L ' �'�_-= m _ —_ '! w - z, —— — — w HDU2 HOLD DOWN NEW 91��LV LUS HEADSecond Floor Framin Plan � -' '�, S- 102 NEW(3)2x6 Scale: 1/4" = 1'-0" POST 11'-0" 3'-6° PNEW OST (3)2x6 -------- - ._... —-- -- --3'-- - © 2022 Meryl Kramer Architect All Rights Reserved