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� e re TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone 631 765-1802 Fax 631 765-950211tt ://ww ,,sQj tholdt wnn ov Date Received APPLICATION FOR BUILDING PERMIT C C � IW � i ,r ta. For Office Use Only ... _ ._._.._ _. rrrt^7 9 a o PERMIT NO.. Building Inspector � - 1 ��apl`�atlf�C1S�t7�a��I'rYiS���� �� /��������°� /Llr+�ity���/�����' r -•,_, :. ,., Date: -77 QVi1NER(S)OF PROPERTY Name: /2 Y? C-L, SCTM # 1000- Project Address: At t J Phone#: � f ,,S °� "�� Email: Mailing Address: r j-/-5FJ CONTACT PERSON: Name: Mailing Address., Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION; Name: "— Mailing Address: + .. Phone#: W Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure 21'Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes 21ro Will excess fill be removed from premises? 2Yes ❑No 1 /r fonn�r��u Existing use of property: Intended use of property: Zone or use district in which premises is situated; Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. r r r 1' as r fdE�d e`iona�t si a for tf d na �an sf' w ssu Ch G � dl �owner cter des r ss s re on 1 rat � at � r,,, t F1a # it> ' t cf / F ' Y D l 'is ca BUt�c�irt Gall ct Zane ' d"� !9 r r v ,/ri r .��//�m, i/� /ir��. //� ri ✓ii r„r/r ,r��,rr� //li/ ! i, r� !,/i r r r r� r o/ r�% r r r,,. // / �",, rr J�„ / r i Act �tlort 4rdiraem© /s; d ed c �E ( n l � ircr� % , r�„r„ ,, /�j �,,, / rr f r l �'`,���r�, ,�/ r,/��' �/ rir �f �'f �/ � ��� r�f�� . � �►� � �J �f acre slr��is'' sa�' ef(r! for�uf 'itrl Se Application Submitted By(print name): /Ay J ❑Authorized Agent >kowner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF 5U-(1-Fo ) \A) i 1-50C, G �1aw being duly sworn, deposes and says that (s)he is the applicant (Name of individuaaigning contract) above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of Fcbruarq 20 tary Public m ' ACEY D Vvyep PROPERTY OWNER AUTHORIZATION No C QQALIFIED'�N� Where the applicant is not the ownertOt� att+ N I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 HOUSE 6 BEDROOM X 110gpd = 660gpd Lij USE: HYDROACTION AN600 = 660gpd z w � LEACHING: . Uj o [1 ] LP 8'DIA X 16'DEEP w � [1 ] EP 8'DIA X 16'DEEP J z � o U � o U. W � U- x O °m 120105 C a O - AGE t `r SP Uj RAY +� 1 rn __...,� MOTOR)PUMP PUMP RATINGS 3/4HP a 115V O t 6 L 30PS "I r 15.0 F.L.A. -- p�----- REDI D\PUMP RATINGS r q PUMP1 3/4HP 2 115V MOTOR,I15.0 F.L.A. .(MIXER A MP RATING 1450 BOISSEAU AVE PU MP /4HP 11 5V N ..M....__ MOTDR,I 15.0 F.L.A. SOUTHOLD, NY ---a--- - COMP �/4 P @ 115V I SCTM# 1000-55-06-22 MOTOR/) 54 F�L,A, ST INTERNAL ALL MOTORS MU AREA FOR HEALTH MUST HAVE ERNAL OVERLOAD PRIITEC I ' Vkff _ DEPARTMENT APPROVAL STAMP M KdNN1NG L?H SERVICESw ^KN NGLAEPA�ILY RESIDENCE O . IT s G00,00, NI Y 16 PLC INPUT DATE 2/16/2024 H.S. REF NO R 23-1849 APPROVED FOR MAXIMUM ..� .... ...�, RUN AUD, NF 6 B.EDROOMS ALARM EXPIRES THREE`!EARS FROM DATE OF APPROVAL 0 ITEST ALARM S CERTIFICATION REQUBR "' I IGHT SUBMIT PEE"�"O"R":A"" .� I" ATIOr8w DRAWN BY: JF /JF Ax FOR INSTALLATION AND CONSTRUCTION OF I/AOWT8 P1 INPUT FOR FINAL APPROVAL. USE FORM WWM-073 JANUARY 29, 20'. I PLC INPUT Abandonment of the existing sanitary system must be in 14 PLC INPUT conformance with the Department's requirements Submit completed form WWM-080 as proof SCALE: AS NOT 17 PLO INPUT qM PLC INPUT SHEET NO: RATED 2 AMP AT 120V MINIMIUK r: MUST BE PROVIDED BY INSTALLER. ° T MIS NOT CONTAIN IN THE PANEL, W1 26.8' — Ep GE EL. 26.3' OF CLEL CATCH PA VME/V 7- 200.94' 26.8' BASIN FE.CO'R. ELz6.z' i0s. XWOODEN FENCE EL 28.7' W SxS CONCRETE w RR. CHAIN LINT FENCE W O PAD FOR AIR 4"E PUMP AND BRICK (�f CONTROLS PATIO w � �v r U Z Z ELECTRICAL // . OVERHEAD CONNECTION IN CONDUIT , ELECT'R6C___, _ WATER � s LINE,-' ~Q R .tip ..--. .. ' , o Z l(. lvfETE au� �- .. .. AIR 30.6' z wN zcV LINE - _ --� ti r w � r r- VENT LINE' `~-- - r U v) _�j Z Ill 0 CO WOOD TNG SANITARYQ a � "1 E ISTI a'DIA x _ DECK SYSTEM TO BE 16 DEEP O D.-BOX D.-BOX REMOVED m HYDROACTION 00 1 STORY U 2 J FRAME � WOOD FENCE o = AN 600 vJ HOUSE Cto z j Q FIN.FLR.EL.=29.0' PAVERS o m w SHEDO F- ` pO N 0.7E. (n Z 3 p U T END FEN. z 1.2'E. LiJ 30 23.9' 28.5' .1° �.r' END WLF. O O 0 z 0 CONCRETE 1 STORY 1 STORY � N DRIVEWAY GARAGE PROPOSED O N BUILDING z. O z z GF EL.=27.5' ADDITION O 24.6' 14,8 Pf) 0 51.9' CONC O POOL CV -...... a FILTER (n TEST HOLE WOOD BASEMENT POND i�ATdo _ w.... o.�`R FISH PATIO �, FENCEN. oM DATA, STAIR � E1✓ALUAPONS COUNTY SDIL CLEL CHAIN LINK FENCE MA: ...^I .._. 5(dITOLKASOUTHOLA t1 26.9' '�nn 87,29'50„W 200.00' EL 2s.a 0 .90I NY Lr L �►1 o.e s sc7m I 1 -55- -2z TEST HOLE DATA BY SOIL. EVALUA TOWS O N/O/F TOWN OF SOUTHOLD EL 25.0' ML BROWN SILT W1 SAND X VACANT 2.0 SM BROWN SILTY SAND N 4.0' ML BROWN SILT W/SAND 5.8, a SW PALE BROWN FINE TO COURSE U R1 22.5' Q+ N n O O HEG � NOTE NO WATER ENCOUNTERED SURFACE WATERS WITHIN JW ELEY 543" . NO AV D 19 88) 312712007St6780 4 ELEVATIONS BASED ON N ELEVA SITE PLAN 1 , 20' SCALE 6P" 5 C1 3 a, - ��,s S �,s No. Date Issue Notes 1 04/06/2023 Building Permit Submission Set 2 02/06/2024 SCHD Permit 3 06/10/2024 &Amendment EL 4 07/30/2024 ®Amendment 5 6 Ownershio and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, are the property of the architect. No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Architect. ivi Error or Omissions in the drawings which are clearly necessary for the completion of the work AJ or its appurtenances shall be considered to be At LW AM included work although not directly specified or shown in the drawing. LzDO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. Drawing Legend Wall To Be Removed Wall To Remain New Wall Existing Foundation Wall Ne w Foundation Wall ;;. -—————- Lines Above ,, ----------- Lines Below 101 Door Tag Window Tag Sec ion X, —1 Shetet A XXX - Detail Tag Elevation Tag is Interior Elevation Tag X M LU ! li PROPOSED EXISTING PROPOSED COVERED DECK ' STONE STEPS ENTRY -EXISTING:, 1 STOREY. FRAME. .. o RESIDENCE I I - A eal1 j ED A� R c i . PROPOSEDy 2e�ti SECOND STOREY;; ADDITION ; ------,--- .... .._.._.._.._._.. .__. i h\ EXISTING , = STONE 04 1 574 you �OF NE`N PATIO EXISTI NG r POOL ASPHALT DRIVEWAY PROPOSED 1 _ --_-, ESra Onan Architect _ . ..-....... X36 18 r , BEDROOM PROPOSED I _ �-- APARTMENT 2 STOREY ADDITION EXISTING LU SHE York, 1963 e 833 44 , i Sag Harbor, New �. tel 631 16 esra@ozcanarch.com ww w.ozcanarch.com PROPOSED - N AREA WELL ~ o UGUNA N RESIDENCE � R ENOVATIONS AND ADDITIONS TO 4.w>' � . „ F, EXISTING HOUSE t. 1450 i- y� SEAU AVENUE �.....,... .. n°: -1=LOORAREA YCALCULATIONS -` ZONING SOUTH O SOUTHO DISNEW YORK 1 971 ;.,; " - EXISTING PROPOSED OLD TOWN Z R 40 ZONE _ + 1 % LOT AREA-20 000s f. • ' 4 Date : 07/30/2024 r _ - ', .. MAXGFA-3 350s f. + 10% 24 450 20,000 PRINCIPLE FLOOR AREA - q As Noted 3 35os f. 10 °4,45 s f. FIRST FLOOR 1905 sq.ft. 67 sq.ft. Scale : q Sca =3,350sgf.+445sgf. q q r .. 3,795sgf. Note : 11 X 17- one half noted scale SECOND FLOOR - 1098 sq.ft. Title PROPOSED TOTAL GFA TOTAL 1905 sq.ft 1165 sq.ft., . 3,770sgf. 3,795sgf. SITE PLAN -' AUG - 2 2024 --- ACCESSORY APARTMENT FLOOR AREA - 474 sq.ft. >,1J, T,I TN1 TG Drn. D No. TOTAL 474 sq:f't. ACCESSORY APARTMENT 25% OF EXISTING PRINCIPLE FLOOR AREA FLOOR AREA < = 25% (1905 sq.ft.) A-001 474 s ft. = 476 sq.ft.) SA P 1 Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements NAILING SCHEDULE PLAN CONTENTS: represented therein, are the property of the GE1 ERAL NOTES WIND FRAMING NOTES architect. No part therof shall be copied, 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL disclosed to others or used in connection 1-1/4"x 20 stra shall be attached to each air of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING with any work or project other than for gauge p P JOINT DESCRIPTION NOTES BUILDING USE which they have been prepared without the When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT (SEE PLANS) expressed written consent of Architect. (CONSTRUCTION NOTES. in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10 WALL:4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) Error or Omissions in the drawings which 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH ( ) 2020 NYS RESIDENTIAL CODE 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE are clearly necessary for the completion of intent and framing details.They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in DESIGN CRITERIA UNIFORM CODE TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL the work or its appurtenances shall be for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS,AND GENERAL NOTES considered to be included work although State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R 01.7 not directly specified or shown in the construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGES EXTERIOR(LIGHT FRAME)WOOD WALLS15 RAFTERS GREATER THAN 3:12 PITCH L/180 drawing. sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS14 (NO FINISHED CEILING) DO NOT SCALE THE DRAWINGS. If a ( ) FRAME LIGHT OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND ATTICS WITH FIXED STAIRS 30 INTERIOR WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 dimension is needed that does not exist on 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: meets current federal, state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE EXTERIOR BALCONIES AND DECKS 40 INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360 the drawings, contact the architect for These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ( � ) 80 CEILINGS (PLASTER, STUCCO) U360 additional information. MASONRY WALLS 8 THICK FIRE ESCAPES 40 CEILINGS GYPSUM should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE GUARDS AND HANDRAILS 20o CONCRETE WALLS(6"THICK) 85 (GYPSUM) L/240 No. Date Issue Notes accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES R301.5 PER 20 SCE.ONfbs EXTERIOR WALLS(PLASTER, STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END ( ) 1 04106/2023 Building Permit Review 4 .WALLASSEMBLY TO FOUNDATION: 2- 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL 2 02/06/2024 SCHD Permit First wall studs shall be connected to the foundation, sill plate,or bottom plate with uplift INON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has riot been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) 3 0212212024 Building Permit Submission U600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods,techniques, sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2- 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO SI FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2- 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c. at the panel edges and 12"o.c. in the field,and STUD O.C. NAIL Sym.: P g FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE &CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets,trims,etc. edges and 10"o.c, in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE T0:FLOOR JOIST, BAND JOIST, 2- 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1).The General Contractor and Mason to review plans, elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed (virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE - 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL 8). CONNECTIONSAROUNDEXTERIORWALLOPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Any new concrete-Nails being attached existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT!N T EpMEDIATE bee installed with#5 re-bar, 18"long at 12"o.c.. Use approved epoxy for installation. - AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3.5. BLOCKING EACH TOE 5).All concrete to be 3 2-8d COMMON000 p.s.i.. Concrete slabs to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES: 1,3 CATHEDRAL CEILING ASSEMBLY:. poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). BLOCKING T0: EACH TOE �� ,� SEE NOTES: 1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3- 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers ar,d anchors to be galvinized or stainless steel. TO JOIST 3- 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2), Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST T0: 2- 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ES ra Oman, Architect Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING For framing members _ : Tabulated inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. AIA 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade. Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. Sag Harbor, New York, 11963 2). Unless otherwise noted, all framing and structural wood material to be#2 +BTR. WFCM -SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: %-711' Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. tel 631 833 4416 CEILING SHEATHING: SHEATHING LOCATIONNAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES esra@ozcanarch.com 3). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD www.ozcanarch.com otherwise. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOINT DESCRIPTION Qom, SPACING SEE NOTES: 1, 3(BOTH FIELDS) where needed. � 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE:2 FOR PANEL FIELD SEAL 4). Unless otherwise noted ,all bearingwall headers to be 2 2x10#2+BTR. Doug. Fir. GYPSUM 7 O.C. EDGE ( ) g WALLBOARD 5d COOLERS 10"O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE: 3 RED AR Bearing wall headers to have(2)jack studs and (2)full length studs on each side of all 6). Concrete piers shall be a minimum 6"above grade. `��E oZ C � openings. LVL headers to have(3)jack studs and (2)full length studs on each side of WALL SHEATHING: �5�' Ceti / openings. Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 611 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavyduty galvinized hangers and 8d COMMON be used. g q pp connecting Yg g PLUMBING NOTES PANELS WFCM-SBC d457AN O anchors where applicable to all connectn joists. „ 7/16 OSB 3 O.C.EDGE FOF 6d COMMON N 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C.FIELD 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceram'c tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.C.FIELD 2 .Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. N 7). Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/or ) ty p Y g Y P PP FLOOR SHEATHING: other access openings unless otherwise noted (typical). plates or joists are cut out during installation for an plumbing related work NAIL NAIL 3). If wall studs,p j g Y P g JOINT DESCRIPTION RESIDENCE 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS, state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C. FIELD (5.7 SQ.FT 2ND.FLOOR) RENOVATIONS AND 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. NOTES: NYS Residential Code pR302.11rovided t-FIRE all con NG REQUIRED ADDITIONS TO 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. EXISTING HOUSE 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the foilowing locations. needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. ) Y Y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 1450 BOISSEAU AVENUE equipment Supplier. levels,Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed SOUTHOLD, NEW YORK 11971 CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Date : 02/22/2024 Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILLAS NEEDED. Scale : As Noted members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufactures instructions. such as shear plates,Shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. Note : I X 17- One half noted Scale 1).All electrical to be Installed as per N.Y.S. Residential Construction Code. DENSITY(PERASTM D 698 AND ASTM D 1557). COMPACT THE 13).All bathroom walls to have 1/2"thick mosture-resistant sheetrock. Garage walls and TESTED BYA OILAT 12" IFTS(TYPICAL). 4) openings products vents,pipes and ducts at ceiling and floor level,to resist the free passage of Title ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. GENERAL NOTE S 3).All electrical work to comply with 2014 NEC. to be reduced tot - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. DWg. No. 16).All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G A-002 be installed with a foarn sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVERTOP Ownership and Use of Documents: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS These drawings and specifications including the ideas and arrangements represented therein, are the property of the USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. architect. No part disclosed to others or s or u shall be copied, used in connection with any work or project other than for which they have been prepared without the expressed written consent of Architect. KING STUDS Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be RAFTER WALL STUD considered to be included work although ENDWALL CRIPPLE STUD not directly specified or shown in the u BOTTOM PLATE drawing. o RIDGE BATHTUB HEADER LEDGER DO NOT SCALE THE DRAWINGS. If a DOUBLE JOIST dimension is needed that does not exist on SIDEWALL the drawings, contact the architect for RAFTER additional information. JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION No. Date Issue Notes 1 ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1 04/0612023 Building Permit Review ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 2 02/06/2024 SCHD Permit CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION 1LOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 3 02/22/2024 Building Permit Submission 2ND. ADS5 HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"xl2"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP PPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER PPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE HE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR PPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER PPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC WAIL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS41E AINTAIN ` NTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING - - - - - FINISH WALLAND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STTUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD — NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- —CONTIN.SCREENED VENT 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDSIk RESISTANT METAL MESH WITH MESH ONTIN.SOFFIT/EXT.PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8"-14" LSTA30 1-1/4"00"18ga.STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ACTION 4" 6"RAFTER RT10 10 314"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. CONNECT TO ROOF VENTILATION I OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"06"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND.FLOOR WALL / OF FLASHING / ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST --{� TOP PLATE ' GIRDERIHEADER SIDE WALL FLASHING 1ST.FLOOR WALL STAPPING TO REATTACHED TO WALL STUDS @48"OC WOOD JOIST Esra Oman, Architect AND ALL WINDOW/DOOR OPENING JACKS TTLIDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES--PROVIDE HEMMED EDGES SO RAFTERS AIA AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0"O.C. PREVENT CAPILLARY ACTION 4"-8" LSTA36 1-1/4"06"18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. OVER RIDGE TO INSTALL 4'0"O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE,SET FIR JOISTS APROX. 112"HIGHER THAN LVL HEADERS Sa Harbor, New York, 11963 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONFORM TO SLOPE g ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS PLATES TO EACH STUD tel 631 833 4416 esra@ozcanarch.com www.ozcanarch.com DBL.SILL PLATE O TERMITE SHIELD SUBFLOOR SEAL SILL GASKET / - WOOD JOISTS ED A r P INC.FOUNDATION CONC.SLAB GASKET NE 2x6/2x8 CONTINUOUS WOOD PLATE � � ozc c DAMPPROOF EXTERIOR G6 MIL.POLYRANULAR FILL v, BOLTED TO STEEL BEAM WITH v STEEL COLUMN �5 ' �4ti 6MIL POLY ON EXTERIOR ` ^ 1/2"DIA. BOLTS @ 48"o.c.STAG. % A ROOF JACK CONC.SLABSTEEL BEAM n o ANCHOR BOLT EMBEDMENT: COMPACT FILL POURED CONCRETE:7" 4"x 1/4"x 8"STEEL �. 4574 04 BLOCK WALL: 15" TOP BOTTOM PLATE KEYWAY FOOTING o v ROOFING LAPS F ° C'^ ^ CONC.FTG. , 4 Q`p L . L ^ USE WITH 3x3 SQUARE WASHERS FLASHING AT 1/2 GROUT ANCHOR BOLT OF N�`N C^ \ E SIDES TOP a ANCHOR BOLT CONNECTION " 1 Q (USP LBPS58 OR BP583) 3"STEEL COLUMN . .o °gig 8k .��0�4 � n - n p REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLTTT_DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS (10 KIPS) /� SILL PLATE TO FOUNDATION ROOFING AT BOTTOM A CRAWL SPACE OR FOUNDATION 1 STORY 72"OC N SILL PLATE FOUNDATION TYPICAL BEAM DETAIL RESIDENCE TYPICAL NEE FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL/BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC ROOF JACKS&VENTS DETAIL RENOVATIONS AND SLAB-ON-GRADE ADDITIONS TO �—SUBFLOOR EXISTING HOUSE CONC.SLAB DOOR FRAME 6X6 10/10 WWM GARAGE JOIST 1450 BOISSEAU AVENUE COMPACT FILL DOOR USE 2X8 STEEL BEAM SOUTHOLD, NEW YORK 11971 FOR BLOCKOUT 4"SLAB Date : 02/22/2024 P.T.PLATE W/6X6 WMM M SLOPE 1/2"AIR SPA E i p ° ° ° 4"DRIVEWAY —® WOTCH ITH A NAIST ILING NGNPLATTE IF NEEDED) AT END AND �, ,� '71�12"< �°10 ' °, ° ° o ( ) Scale : As Noted a TO BE APROX.112"OR HIGHER THAN Note: 11 x 17- one half noted scale MS OF WOOD D,o p , D_ o a D o STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE �- BEAMS - I— ° a ° a a C!' Q T- I I-1 I-1 I l-1 I ° a ° ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 0 o ' _ 6X6 W.W.M. �, ° _ Title 12" c ,D c `� ° `� D °° ' III III ' SUBFLOOR MIN. '° �`'a �`'a �''� ° \NOTCH BEAM FORMUDSILLIFREQUIRED- MAXIMUM CONSTRUCTION DETAILS ° ° a NOTCH EQUALS 1/4 DEPTH OF BEAM �, oa. o , � a •" REINFORCING BAR . � REINFORCING BAR DRAIN TILE I— " � I o° o° I ° ° 12 • SHEET METAL/30#FELT UNDER BEAM AT POINT I J 1 _ L '/�—�e �e I I�� STEEL BEAM o e 3' OF CONTACT WITH CONCRETE OR CONC.BLOCK _I�—i —i i —I� i—I 7 PLATE(BOLTED TO BEAM) Dwg. No. TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °n SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT A-003 BEAM POCKET No. Date Issue Notes WINDOW SCHEDULE 1 04/06/2023 Building Permit Submission Set SIMPSON LSTA-20 GAGE 2 02/06/2024 SCHD Permit RIDGE STRAP-ALL ROOF RAFTERS NO. MANUFACTURER MODEL NO. TYPE RO WIDTH RO HEIGHT OVERALL AREA DIVISION GLASS U-Factor SHGC FINISH HARDWARE REMARKS 3 0611012024 mAmendment 2 x 6 TIE @ EACH RAFTER 100 ANDERSEN TBD. Custom 7-11" 4'8" 36.944 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN 4 07/30/2024 ®Amendment IN LIEU OF STRAP. 101 ANDERSEN TBD. Custom 7'41/2" 410" 29.5 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN 5 24"F 102 ANDERSEN TBD. Custom 7'0" 4'8" 32.667 s ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN 6 ICE SHIELD RLAYMENT 103 ANDERSEN TBD. Casement 21z" 4'8" 10.889 s ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN EGRESS COMPLIANT REQUIRED- FROM FACE OF WALL , „ Ownership and Use of Documents: 104 ANDERSEN TBD. Casement 2, „ 4 8 10.889 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN, EGRESS COMPLIANT These drawings and specifications including the 105 ANDERSEN TBD. Custom 411Y 4'0" 19.333 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN ideas and arrangements represented therein, 106 ANDERSEN TBD, Casement 2'z" 4'8" 10.889 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN, EGRESS COMPLIANT are the property of the architect. No part therof 107 ANDERSEN TBD. Casement 21/" 4'8" 10.889 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN, EGRESS COMPLIANT shall be copied,disclosed to others or used in SIMPSON H2.5 A 109 ANDERSEN TBD. Casement(2W) 4'0" 4'0" 16 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN connection with any work or project other than HURRICANE CLIP @ 16" for which they have been prepared without the 110 ANDERSEN TBD. Casement(2W) 4'0" 4'0" 16 s ft AS SHOWN ON ELEVATIONS LOW E TBD. TBD. TBD. TBD. PROVIDE SCREEN expressed written consent of Architect. O.C. 111 ANDERSEN TBD. Casement 2W 214" 4'0" 9.333 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN, EGRESS COMPLIANT " " Error or Omissions in the drawings which are 113 ANDERSEN TBD. Casement 214" 3'8" 8.556 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN, EGRESS COMPLIANTclearly necessary for the completion of the work 2 or its appurtenances shall be considered to be included work although not directly specified or 201 ANDERSEN TBD. Custom 2'6" 4'4" 10.833 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN shown in the drawing. 202 ANDERSEN TBD. Custom 216" 414" 10.833 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN 203 ANDERSEN TBD. Custom TO" 3'8" 25.667 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN DO NOT SCALE THE DRAWINGS. If a 204 ANDERSEN TBD. Custom 5'91/2" 5'8" 32.819 s ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN dimension is needed that does not exist on the PROVIDE 8d COMMON drawings,contact the architect for additional NAILS @ 4"O.C.AT 205 ANDERSEN TBD. Custom 5'91/2" 5'8" 32.819 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN information. EXTERIOR EDGE OF ALL 206 ANDERSEN TBD. Custom 5'91/2" 518" 32.819 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN SHEATHING. 207 ANDERSEN TBD. Double Hun 3'0" 5'4" 16 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN, EGRESS COMPLIANT Drawing Legend 208 ANDERSEN TBD. Double Hun 3'0" 5'4" 16 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN, EGRESS COMPLIANT 209 ANDERSEN TBD. Double Hun 3'0" 514" 16 sq ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. 1TBD. TBD. PROVIDE SCREEN _-•-_•-_ Wall To Be Removed APA RATED PLYWOOD T2- 210 ANDERSEN TBD. Double Hun 3'0" 5'4" 16 s ft AS SHOWN ON ELEVATIONS LOW-E TBD. TBD. TBD. TBD. PROVIDE SCREEN Wall To Remain EXTEND TO TOP OF TOP B01 ANDERSEN TBD. Awning 2'8" 1'4" 3.556 sq ft AS SHOWN ON ELEVATIONS STANDART TBD. TBD. 1TBD. TBD. PROVIDE SCREEN New Wall PLATE. 602 ANDERSEN TBD. Awnin 2'8" 1'4" 3.556 s ft AS SHOWN ON ELEVATIONS STANDART TBD. TBD. TBD. TBD. PROVIDE SCREEN - - Existing Foundation Wall PROVIDE SOLID BLOCKING AT SIMPSON LSTA 36 -- ---- -- -r New Foundation Wall ALL SUPFLOOR METAL STRAP @ ------ DOOR SCHEDULE - Lines Above EDGES-FIRST JACK POST ----------- Lines Below TWO BAYS OF SIMPSON LSTA24 FRAMING-TYP. @ STUDS W/4-8d OPENINGS S Door Tag NAILS @ 48"O.C. NO. FUNCTION MANUFACTURER MODEL NO. TYPE FINISH HARDWARE FACTOR SGHC GLASS DIVISIONS REMARKS 101 Window Ta EACH END,TYP. RO Width RO Hei ht Overall Area g 100 EXTERIOR TBD. TBD. Swing Simple 5'1 1/2" TO 314" 36.195 sq ft TBD. TBD. TBD. AS SHOWN ON ELEVATIONS Section � Sheet A-XXX 101 EXTERIOR ANDERSEN-400 SERIES TBD. Slider 67' TV 43.681 s ft TBD. TBD. AS SHOWN ON ELEVATIONS �'�,� Detail Tag DOUBLE TOPS 102 EXTERIOR ANDERSEN-400 SERIES TBD. Slider 10'2" 7'1" 72.014 s ft TBD. TBD. AS SHOWN ON ELEVATIONS � PLYWOOD SHEATHING PLATE 103 EXTERIOR ANDERSEN-400 SERIES TBD. SwingSimple 2'10" 7'1" 20.069 s ft TBD. TBD. AS SHOWN ON ELEVATIONS TO OVER LAP BOX � Elevation Tag 2 x 6 @ 16"O.C. BEAM-TOP+BOTTOM. 105 EXTERIOR ANDERSEN-400 SERIES TBD. Slider 6'2" 6'9" 41.625 sq ft TBD. TBD. AS SHOWN ON ELEVATIONS 2 STUDS I Interior Elevation Tag 107 INTERIOR CUSTOM TBD. Barn Bypass 37' TV 22.431 sq ft TBD. TBD. N.A. N.A. N.A. x Xx 108 INTERIOR CUSTOM TBD. Cased Opening 2'6" TV 17.708 sq ft TBD. TBD. N.A. N.A. N.A. 110 INTERIOR TRUSTILE TBD. Swing Simple 216" 6'9" 16.875 s ft TBD. TBD. N.A. N.A. N.A. 111 INTERIOR TRUSTILE TBD. SwingSimple 2'8" 6'9" 18 s ft TBD. TBD. N.A. N.A. N.A. 112 INTERIOR TRUSTILE TBD. SwingBi art 3'0" 6'9" 20.25 s ft TBD. TBD. N.A. N.A. N.A. STRAP TO STU 113 INTERIOR TRUSTILE TBD. Cased Opening 87' 6'9" 55.125 s ft TBD. TBD. N.A. N.A. N.A. W/4-Bid NAILS 114 INTERIOR TRUSTILE TBD. Swin Simple 2'10" 6'9" 19.125 s ft TBD. TBD. N.A. N.A. N.A. 116 INTERIOR TRUSTILE TBD. SwingSimple 2-10" 6'9" 19.125 sq ft TBD. TBD. N.A. N.A. N.A. WRAP+NAIL STRA 117 INTERIOR TRUSTILE TBD. Swing Simple 2'6" 6'9" 16.875 sq ft .. _ TBD. TBD. N.A. N.A. N.A. (4-4d NAILS) 118 INTERIOR TRUSTILE TBD. Swing Simple 2'6" 6'9" 16.875 sq ft *'TBD. TBD. N.A. N.A. N.A. AROUND SILL PLATE SIMPSON MST27 120 INTERIOR TRUSTILE TBD. Cased Opening 37' 6'9" 21.375 sq ft TBD. TBD. N.A. N.A. N.A. AT ANCHOR BOLT 1 1/2"WIDE-20 GAGE 121 INTERIOR CUSTOM TBD. Swing Bi art 37' 6'9" 21.375 sq ft TBD. TBD. N.A. N.A. N.A. METAL STRAP @48"OC. 122 INTERIOR CUSTOM TBD. Swing Simple 2'8" 6'9" 18 sq ft TBD. TBD. N.A. N.A. N.A. +12"FROM EACH CORNER 123 INTERIOR CUSTOM TBD. Swing Simple 2'8" 6'9" 18 sq ft TBD. TBD. N.A. N.A. N.A. WRAP AROUND SILL PLATE: 124 INTERIOR CUSTOM TBD. Slider 5'6" 6'9" 37.125 sq ft TBD. TBD. N.A. N.A. N.A. 200 INTERIOR TRUSTILE TBD. SwingSimple 2'6" 6'9" 16.875 s ft TBD. TBD. N.A. N.A. N.A. NAIL SHEATHING TO SILL PLATE 201 INTERIOR TRUSTILE TBD. SwingSimple 2'21/2" 6'1 1/4" 13.48 s ft TBD. TBD. N.A. N.A. N.A. 8d NAILS @ 4"O.C. 202 INTERIOR TRUSTILE TBD. SwingSimple 2'10" 6'9" 19.125 s ft TBD. TBD. N.A. N.A. N.A. 2 #5 REBAR M 203 1 INTERIOR TRUSTILE TBD. Swing Simple 2-10" 6'1" 17.236 sq ft TBD. TBD. N.A. N.A. N.A. 2 x 6 SILL PLATE 204 INTERIOR TRUSTILE TBD. Swing Simple 2'10" 57' 15.819 s Seal:ft TBD. TBD. N.A. N.A. N.A. ED A/�C ACQ TREATED. 205 INTERIOR TRUSTILE TBD. Swing Simple 2'10" 6'9" 19.125 sq ft TBD. TBD. N.A. N.A. N.A. • SEE DWGS. 206 INTERIOR TRUSTILE TBD. Swing Simple 2'6 1/2" 6'9 114" 17.209 sq ft TBD. TBD. N.A. N.A. N.A. FOR DESIGN. 5/8"x 12"A.B. @48"OC. 207 INTERIOR TRUSTILE TBD. Swing Simple 2'6 1/2" 6'9 1/4" 17.209 sq ft TBD. TBD. N.A. N.A. N.A. w/FENDER WASHER. 208 1 INTERIOR TRUSTILE TBD. Swin Simple 2-10" 6'9" 19.125 sq ft 1TBD. 1TBD. N.A. N.A. N.A. ►, B01 I EXTERIOR JANDERSEN-400 SERIES 1TBD. Swin Simple 37' 6'9" 21.375 sq ft 1TBD. 1TBD. I N.A. IN.A. N.A. AS SHOWN ON ELEVATIONS HOLD DOWN + SHEAR CONNECTION CRITICAL PATH DETAIL 5 �45741 O� WINDOW & DOOR SCHEDULE 6 T� � Scale: . Scale: . . OF NE`� a FRAMIN 3"No.8 SCREWS 4"VentThru Roof ROOF Esra man, Architect ,2"O.C. LIGHT WOOD-FRAME WALL 2" -T....- -- WASHER(TYP.) ---r--' -2"- h BATH#3 j BATH#4 I a, < 10 I I 1 I I Sag Harbor, New York, 11963 �. ,� RAFTERS �112"PLYWOOD I I I I 1 o (2" 1 1/2" 11 1/2" 1 1/2" 1 1/2,- 2" I tel 631 833 4416 r GLASS LAV. I I I j LAv. esra@ozcanarch.com I W.C. W.C. I www.ozcanarch.com �° PLASTIC-COATED PERMANENT WOOD HOW R S OWE 3"Vent Thru Roof 2ND FLOOR V-CUT SHEAR BLOCKING SCREWANCHORS 2" 1 1/2" 3" 3" 1 1/2" 2" GABLE ROOFS GLAssLIGLINA 1/2"PLYWOOD -r--- - < 100 --"T T- -2„�-- __ 1 BEDROOM APARTMENT RESIDENCE 1 3/4"x 16"LVL BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). FRAMING EA KITCHEN _ -2"- -� I I I -� .i -_ r---'� -T- AIL I ( I I I T -T- KITCHEN FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF I I I LAUNDRY 2„ ( I B+.#1 I BATh.#2 I 'T' --r--- BATH.#5 r----_.WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. 11 1/2" 11 1/2' 11 1/2' 1 ( 1 I I 1 1 11 1/2" 11 1/2" 1----,--_-- a I l i 1/2" 1 2" 12" 2" I 1 1/2"1 1 ,I/2" , 1/2" , ,�/2" 2" 2" I 1 RENOVATIONS AND SINK SINK ( I 1 SINK I 2' 1 1 1/2 1 1 1/2 I ADDITIONS TO WASHER(TYP.) 3"No.8 SCREWS PLYWOOD OPENINGS PROTECTION; LAV. LAV.[T V i i T T I T 12"O.C. THICKNESS DEPENDS ON WINDOW DW W `"'C' I W'C' I IE DW EXISTING HOUSE 1#3 1#: 1#3 OPENING WIDTH(I) S OWE S OWE S WE 1ST FLOOR DETAILA-TYPICAL ATTACHMENT OF NOTE: IN LIEU OF SCREWS,LUGS 2" 2" 3" 3" 2" 2" 2" 3" 1 1/2" 3" 1 1/2" 2° 2" 1 1/2" 2' 3" 2" 3" 1 1/2" 1450 BOISSEAU AVENUE PLYWOOD OPENINGS PROTECTION TO WITH NUTS AND WASHERS MAY BE 3" SOUTHOLD, NEW YORK 11971 1#2 WOOD-FRAME BUILDING USED Date : 07/30/2024 1#2 PERIMDETER INTERIOR PORTIONSO.C.AT PORTIONS OF PANELS IN HIGH PRESSURE ZONES. Scale : S Noted MAXIMUM ALLOWABLE V-CUTLl L-I 1 ' 4" MAIN WASTE LINE Note : 11 x 17 - one half noted scale NOTE:a=4 FT. IN ALL CASES SLOPE 1/4" PER.FT. -1- Title Alternate to 130 MPH Certified Window Installation -------il F.A.I. BASEMENT GABLE ROOFS CONSTRUCTION DETAILS 100<fr< 450 Plywood Panel Window and Door Protection for C.O. ,L 3„ I SHEAR BLOCKING )kND VENTILATION HOLES COMPONENT AND CLADDING PRESSURE ZONES Wood Framed Buildings DW No. CONNECT TO �' APPROVED SANITARY SYSTEM A-004 SHEAR BLOCKING DETAIL 4 COMPONENT & CLADDING PRESUURE ZONES 3 WINDOW&DOOR HURRICANE PANEL DETAIL, TYP. 2 PLUMBER RISER DIAGRAM 1 Scale: N.T. Scale: N. Scale: N.T. Scale: No. Date Issue Notes 1 04/06/2023 Building Permit Submission Set 2 02/06/2024 SCHD Permit 3 06/10/2024 &Amendment 4 07/30/2024 &Amendment 5 6 ------------------------ r Ownership and Use of Documents: LINE OF EXISTING DECK I These drawings and specifications including the I ABOVE i ideas and arrangements represented therein, are the property of the architect. No part therof I I shall be copied,disclosed to others or used in connection with any work or project other than I I for which they have been prepared without the I I expressed written consent of Architect. Error or Omissions in the drawings which are I I 2 clearly necessary for the completion of the work I I A-300 or its appurtenances shall be considered to be I I included work although not directly specified or I I I ( shown in the drawing. I DO NOT SCALE THE DRAWINGS. If a I I I I I ( dimension is needed that does not exist on the I I I drawings, contact the architect for additional information. I &CHANGED FROM 16'-8"TO 14'-2" I I I Drawing Legend r---TTTTTTTTTT_T--1 154'-4"-VIF. 7141-211 - 4'-8" Wall To Be Removed Wall To Remain I I I I I I I I I I I I EXISTING I NEW ADDITION AREAWELL New Wall I I I I I I I I I I I ( Existing Foundation Wall I I I I I I I I I New Foundation Wall -------------------I_.------L— --I—.L__L-1---L-�I l�-L —�----� — ——————— Lines Above 6; o Lines Below ' 1 oo N G Door Tag 101 Window Tag Section X, 8" 8" , Sheet A-xxx Detail Tag I Elevation Tag I I � ;p x Interior Elevation Tag I NEW O .'. ACCESS DOOR N o w co EXISTING I 601 IL NEW UNFINISHED I z UP Q UNFINISHED I UNCONDITIONED w UNCONDITIONED BASEMENT o z F_TTTTTTTTTTT--I BASEMENT I I I I I I I I IIJ P CL.HEIGHT:7'9" I I I I I I I I CL.HEIGHT:6'8" I p }; I I I I I I I I I I i i i l i CD B01 r 0 1 -------- --------------- ---- — — ---- — --- ------------- 0— ------ - — A-300 J ; OO LC LD up :. NEW STAIRS ? _` o —r—r o ti Q M w Seal: Eo A I OZC N 602 �c�RP 9ti �� ® ® I . M z �.A I 10 T N I DUTCH WALL I - I 00 m:b Esra Oman, Architect I I I I I I q I I co I I I Sg Harbor, New I I ———————————————— I tea 631 833 4416 York, 11963 %RM] ----------------- I i esra@ozcanarch.com LINE OF NEW DECK I www.ozcanarch.com ABOVE I I I UGUNA 0 EXISTING RESIDENCE SLAB ON GRADE RENOVATIONS AND ADDITIONS TO EXISTING HOUSE 1450 BOISSEAU AVENUE SOUTHOLD, NEW YORK 11971 Date : 07/30/2024 Scale : As Noted Note : 11 x 17- one half noted scale Title FLOOR PLANS Dwg. No. A- 1 00 BASEMENT PLAN 1 Scale: 1/4" = V-0" No. Date Issue Notes 1 04/06/2023 Building Permit Submission Set 2 02/06/2024 SCHD Permit 3 06/1012024 AAmendment 4 07/30/2024 ®Amendment 5 6 Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, are the property of the architect. No part therof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Architect. 2 Error or Omissions in the drawings which are clearly necessary for the completion of the work A-300 or its appurtenances shall be considered to be included work although not directly specified or 1 shown in the drawing. DO NOT SCALE THE DRAWINGS. If a I dimension is needed that does not exist on the I drawings, contact the architect for additional 2 CHANGED FROM 42'-3"TO 39'-9" DORMER&WINDOW information. 1 39�_9^ 2 V-0"TOWARDS 71, N RTH Drawing Legend 51/1" T-01/4" T-0" I 2'-11" 31/2" T-7 3/4" 3 1/2" T-0" 31/2" T-7 3/4" 3 1 W-10 3/ " T-0" 1' 1/2 5 1/2" —'—'—:: Wall To Be Removed DORMER ( DORMER DORMER Wall To Remain New Wall I Existing Foundation Wall 204 205 206 t New Foundation Wall _______ Lines Above ' WALL MOVED 2'-6" - Lines Below I I I I 1 QTOW RDS NORTH I 1 I I 1 101 Door Tag CL. CL. I I I I 1 I 1 101 Window Tag 1 I I 203 I 1 204 I I Section X, I w I I I w I I w I '' 7 Sheet A-XXX Im I I Im I Im I IOf w I I i w I I I Detail Tag I I I w I A_. Io I I to t o I I � I o 7 I I o I Elevation Tag l0 1 1 N I0 "' I l0 I I z LU REC AREA I I I ? BEDROOM#3 1 I z BEDROOM#4 1 Interior Elevation Tag L-'---------- -J LJ-------- --J L-'-----------J 04XX I ii 20 0 12'-11114" I 14'-101/2" 10'-111/4" Cl) I + 77; CD„ . EXISTING ROOF BELOW I 1 + ------ ------------------------------------------ I( L HALL CL. A-300 ----- rn RIDGE ------------- --P ————————— �$ — --- _---- � I OPEN I TO 205 BELOW 4'6" T-1 1/4" 112" 18'-8 W.I.C. 206O 20 T Seal: Dri 1 BEDROOM#5 , 5'-1 314" T 6�11 T-1 1114" r \� r/ \1 .►, 1 1 200 207 I . . . 4" I I I I I * _ IIf o �0 I I1I II11 I LL W wa LL0 Ww OBATH.#4 wMi'2 BA w�0 z ' II II O4 F5 N7 4EN 0Q mo<01 0lw �y O�� I I I wlo 1 IQ I I I I 1 sra Oma n, Architect NEW OOF 202 I 201 200 210 209 WR I NEW ROOF „ ,- „ 51/2� 5-01/4 ! 12-0 5'-6 , - 5 0 5-10 1/2 5 0 51/1" 51/2" ER 39'-9" DORMER I .,.DORM DORMER I ,. or , 1963 Sag Harbor, ew R . ,� e t 1631 833 4416 1 sr zcan .com e a@o arch www.ozcanarch.com 1 I I 0 U UNA RESIDENCE RENOVATIONS AND ADDITIONS TO EXISTING HOUSE 1450 BOISSEAU AVENUE SOUTHOLD, NEW YORK 11971 Date : 07/30/2024 Scale : As Noted Note: 11 x 17 - one half noted scale Title FLOOR PLANS Dwg. No. A- 1 02 SECOND FLOOR PLAN 1 Scale: 1/4" = V-0" No. Date Issue Notes 1 04/06/2023 Building Permit Submission Set 2 02/06/2024 SCHD Permit 3 06/10/2024 AAmendment 4 07/30/2024 ®Amendment 5 --_ 6 -1 "" Ownership and Use of Documents: These drawings and specifications including the -_ -__--=-_---.-,"" ideas and arrangements represented therein, - """"--' are the property of the architect. No part therof _ _ shall be copied, disclosed to others or used in _ connection with any work or project other than __..... . .. ....... ..... 11 - - --------- -- - _ for which they have been prepared without the ,.- : ; :";"""I.:. :, ____ -_ ----:_-_ --= expressed written consent of Architect. --- ------ - - _ ; r - , - - p I. ------- -- - o on w which are �__ ---------- ------- --- - .__.'_.:., -_._._..... --- -"- - - I 1 ; , 1 I „�� --- DORMER7'�' early necessary for completion of the work Er Omissions the clearly ce the c ------ ---- ----"- ..L_' I -- -"-_---- _" or its appurtenances shall be considered to be -"-" _ ' '' r ' , included work although not directly specified or __________________________� i......:..... :::'::- - ---- - _.__.,.' shown in the drawing. ----------- ---- ---- --- - - -- r - ----- --- ------ ---------------- ------ -- � ` I I ` ---------- ------ = ROOF P.H. --_ _ _ -_ _ : I _ --.---.-.---. DO NOT SCALE THE DRAWINGS. If a _ s 14'-0 dimension is needed that does not exist on the -__-_---- -----------------------____ L"--------_ -- - ----- -- -------- contact the-- -- --" _--r:"": - 6o g i drawings, co architect for additional _ -- , -- --- - __ I .: I r.. - _ J information. ---------.-------------------.--�. ----------I--- ..... -- - -- - - -_ - _ ----- -' --------------. - ---- -.--- --_- , --- -- - --- -- .. .. - .. _-----=-------- - - -- - ------ -------------- - ---------------____ _ __- ---___ ------ 0 _ Q -- - --- ---- - - - - - - -- -- - --"-"" " -" -""-- --- - -- ----- - -- --- ------- - - ------- - - ---- - - --- - - - ----- --------------- ---- _......... ............-. ... ....,-.-.... - - -- ---- - - -- - - -- -- - -------- __ _ r -=.. .. ----.-- - "--__----_-"-"_----_-"----_- ---... . ... ..... .. - Ln Drawing Legend ___-------------...----__ -- -- ------------------------ . _.... �.':-,-':.::.:.::_1.:__ w -: - ._ - _ ....__.....__...-__ w -- -- ----._____._.,_..1.___. .r__-.._ - ... ____ _____________ ..........,._,._.,...,._,.._............................................... ... -:::: .. .._...................:__.:.. ....:. . . __.._....- - - ...:__ �__.__.:__:____-__:-_:__-.......::____:_...__:__.__:____ _-_.—.:::.::_:...._:: - - SECOND FINISH FLOOR —•---•- -------- -------------- -- -------- ------ ----,__,____._.._.._. : .I ..•.;... - - - -•----- Wall To Be Removed _ _ ..._ . _ -- _ , _-. - 4__.. - - - -- _ ----- __ - _, ._-- _-- ._._... --- -- - -----_-----_ -- - -- -.-. o I� Wall To Remain ...------ =" ,.,�..., ----- ------------- - _ - - 9 0 --------- ---- ---- ---- --- - _- __ _ .. - ------�--------------.-,-----.-,-.--.--.--- - ------ --- --. _... .... I I I - --"---- --_ -- .. --=- -... -. _, . - _ � New Wall 1.1. _- - - 1. ___._ Existing Foundation Wall ----------- ---._._t-__-_-,-. =r-,-11-L:'T =:'__ --------------- --_,. S..... .. __........................ ......_ ......._.._.. ion Wall _- - __.__..___-- ___ New Foundation _,., _ _ _,__.� �.__ _ --- - - -- _______ __...�__._. � t --------------------------- _,__ _,.._.,,,__ _ -----._.-.... . -------- -- __- __-- -------------, ._.,_.,_.__. w -------'_-,_„__w,. , , �� I - : _ ..__,_- ---------" -------- ----- --- - -- -----...-------------- � ----------- -- _.._.:_:-_._..................- -.------- .____-- rues Below Lines Above :1E :1E - _' _..._.. : - - - - _ _ -- -- , , , - - "---- ------- W- - --------- -"-------------------------- ------- _ ...-,_., O or g --- _,.,_._....,- --------- -------------- -- ------- -- - - ° : ; . D -------._- .__, ._._ _.. _ _ _ _. -- _ - -------........__.._........_.._......-...__,_:..-- o :E F I I . 11 :1E I I r z:': - ---- - -- -- - 71 - --- --- -------- - -- ------------- - LI _____________._._______ I-------,------------- - , r. .. . ::. ;. + ,.,_,.__"---------------- ----------------___-------" -"-"----------- + � °° c� �o� Window Tag ; ------------------- ____ ------ - --r I _ '_........... _____'___._'___ 1 : , I � I -"-"--- --"--- ---- *: :_.�_.[ r.. r - - ------ - -- ------- ------- ------- ---__- --- -- - --- Section , --- ---- ------------ ------ ---- - - X --------------- __-,_--_. , I - -------- ---------- --------------------------------------- i - ------ - X . __-____________________________________ � S _,,,. _, " , I --------- - -- --- --,___._------------------------------_,__.___._-------------------_ - - - - --- ---- -""- _—_:_:-_-__.___._ : I . i - I I --r..1_..., _..--�--r--�--.--_ ------------- -- Detail Tag I FIRST FINISH FLOOR .: rh ------------------------------------------- ------------"----------- __.,..: , I , , ""I J , i I -- ----- --- co — — — — —"- -- __.,,._-.._._..,___ : I ; - --------------------------------------- --------- ------- -- - -11 Elevation g .. I i : i ' i r : ...I...." --_-_-____--___-___ _____-__-__-____.—____ J __ __ - 0 AVERAGE GRADE — ; .......... .. ..... .__........ .... _ ___. .. I ' -- _.---.-.-.-. .-- Interior Elevation Tag I I I I -1'-8" x I I I 1 qXX I I 1 I I 1 I 1 I I I I I I I 1 1 I I I pp = 1 I I I zo U 1 � I I I � I I I � 1 I 1 I I I I � � I 1 I I 1 1 � I I _ EXISTING BASEMENT ___ ; BASEMENT -------------------------------------------------------------------------- ---- --- ------ I1-1�-----------------------------------------------------------------------------------T1--1, -7'-71I I I I NORTH ELEVATION 2 Scale: 1/4" = V-0" NEW TWO STORY ADDITION tEW SECOND Seal: � P. I I ; &T O B _._I,..--_-._—.II....�1.1.-..�':___1:-___I_._.___._._.__��___.,._�.,:__:___�:_�_:._:,_'--_�:-7'_.:_..-*_-�-_�._.'_-_::��_l:_'-_:�_.,�-.._-.._._�-:_.-7_,-,,-'-7._,'-_.I_-71�I_-_.._'._..-.:'_:.=�___._':-_.-:'-�_-..__I_-�-:_._._....-_.-..__..,"_-�-_-1.�---._-�-:=I:-�-1--_'---._:-*---,__:-:�=--;--�-...-,I"�..-1_-z--1":_z_1.-_.---_-------�-=-'-.-_-1___-1=_-"-_�_-_---�._--_�---�-----------_--�--___---_-"--..--__-1'--I-—"..1---.1,--:-_1-:-.,-�--_----_---1_-1-1_---�.:.-.-'�1�_1_.:-:.-_-..-�1--_1_�_I��--.-1:_.-,"--��.I.-..-I�__-__--�_-.__--_-,-___-"1_-..--:-'..%-_.I,:-..-'�"-__I--�_.--.-.'--':,._.-'--_._1-".1_------_-._:_.--._,-.-._1-.-_____-.*1-.__-"-_:"'-..._.'_._..__:_..-:-__1-1-_"__.__..-_-'-._:-_.I''.I,�_-.I-''___--"1_-_'_,_'I-_--_.--__-'_--1_--_-_I____-I.,��'_-_-_--I-�-__--_�-I-:--�—-'1-,_.---�-_.-'___.-:_--,1-�1-I:-—�-_-_:_=-_::-�_:'-___:�:=:',-_�-i-___'=.--_:�'-__'"_-___--�-_.:-_:—1_-,.-�;:_-,-__---.,::-____-.--_.-_--I�'_1_-1-.----�I-:_—--,'---7"1- FLOOR ADDITION I OWAMOS NORTH S��R WALL MOVED 2'6" C 2 T O ti _---------------=- - -- ----=-----------------_-- ---.---_---.-- --=---------.....--------_-....-------_=--------- -._-.-_--.---........ . ....... ...- -- "--- --- -.._..- '____=- ------------ - ---...-------- : : ---- ---- I......_..-- - ----- " - ...- - ___ _'_____..'_. :_:.'_�.. ...._.._._........__.................,...._......_----"--_ ______--,..---__--------------------------.------._....,.--,..,--------_,.-"--- ----- ...._..._.......:......... ------------ ------ - -- ----_____- ___ ----..._---------- - "---------- - --- -- - ""--- -"---" - ------"---_-.._..- ---- ----- --- - -_-------"-------------=---- ---------- ----------- --------------------------------------- --- ---- -- -- - --------=-==--------__-,---------------------- -------- - -- --""---"" -"- - --- ------"- --"--- - -----" - - -- - ---- -" "-- -_ " --- ------- ------- --- ---"... ------------ -- ----- _ --- - ----- ___________ ______________________._-__....._..._._..._._.....__..__.__-1 _. _..__....._.I........__._. __...___. _ _.______._____.___..___. _.-,-_._______ ____ _ _______ ____ ____ __ ___ __ ____-_______ _______________-_ _ _- - _.._._.._. * --- -- -----__= __ - -...... - ---....__.......--- ...-- - - - - - ---- - - - "---- ...- - ---" _ ------ -...._.._._.. - - ---------- -----------____ ____------,------- -- ----- - -- --"-- ----"--==_ - ._... - ---j--- --- ---- ---- -- -- _ _ ...... .... . .._. . .._.___........... .._ .. _ . ... _ -.... .. . . _ ..... .... .. . . -... ._ .... ..: . _ . . - . _. _..... .........................._....._ ._............. .. .... ........._...... ..........._............. .. .. ....... .............................:............ ....,.................... .. . .. . ......... ............ . _. ....,......_-......... ........ ......... .. .........:_. ......:_*':..... .. . .... .. . .. . ........................... ..._.._..._._.__........_._.__......_..._...._.. __ _....__.............._... __... .. ...._......_. _._.._......._.. ...___. ,..._„,...,,...,.._.,...__...,...__.... . _..._._.,_,......'ll....____''__..::....:.. -.:._.._:..I __"....,..._..._:.:"_:___--_ _.._.--'._.-.-..__..___.__.:_._....____._._:_ _.__..___.... ..:_ _ ___ .._.. .__._.___... _.__ ,._..._.._. _. ...._ _.__ .___............. .. ... ....... ........ ............... -----__- ---------------------------------_,---------------- -- ------- ---- -— -- ----- ---_---- - - : . .... ... ...... .......... . .... .. .. . EXISTING ROOF ---"---_- --.-.-..-----._:---------- - t_. .._-_ ,..__-- ===__.___-._ 57 O -------- ----- - - - : _ ------ - -------------- . =----_� _ ,- ___ -_ -____---_----____-___-____--___ -__.=_ ___ :---_---- E REMOVED __..__.._..----_...----:------.-- _ -. " -_ : . _. _:_..___:......._:_:..__.:::_«_:.:::__:::::_- :__:7..:.. - - --- - - _...._._. - ... - ..... .... ._.._._.... ._. ._:.____:....:....:....77-=-_.___-_-----.---- -.._._... . ----_,_-_._---- -----___---__._----_.-----_.. ---- ... _ :_= _---_-= F N ........ ................... .. .. _.. .. VERED PORCH -- -_-_____ `----`-__-`-``: -_----:---:--_:,-:--;-:---_---::-- - .- _-- -- - ---... - _ _-_:-. =____ NEW CO =____.:-- -:-._. ,- --- _ _ - --- - - _ --- _ -_-__ _ �_ _ _ _ ___. 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ADDITIONS TO __ _-_ ------- - --___-- - - ----- -- ------- - -- EXISTING HOUSE_ --- ----- ------------- ------- - --- -- --- - --" --- _-- - -- -----I- - -- ----------- - -- ------ - --._ -- , - --- - - ------------..-- _-_--_-__ , ; 1450 BOISSEAU AVENUE - --------------- -------------- -------- - - ----------- - - - OLD, N EW YORK 11971 F UTH -_--_..--------- --- - --- - _ _ _ _ _ ------- --- --- ._ - Date : 07/30/2024 -- J _____ ....1....:i..- _ _ _ _AVERAG_E GRADE Scale : As Noted i _ _ _ Note : 11 x 17 - one half noted scale : i 1 1 i i 1'-811 i i i 1 1 I � I I � � 1 I I I I I I I 1 I i ii i1 : i Title i � ii ii i � i „ 6 i i i i i i 1 i 1 co U i ii i � ELEVATIONS I I I I I I I 1 � 1 1 i i i i i i i 1 � i 1 i i i1 : i ii ii i1 ii ii ii EXISTING BASEMENT I I BASEMENT 1 PROPOSED 1 ----- ----------------------------------------------------------------------------------------------------------------------------------------------------------, -.-.-.-.-.-.-. DWg. NO. i i T--------------------------------------------------------------------------------------------------------------------------------------------------------T-�-, -7'-711 AREAWELL_ PROPOSED BASEMENTADDITION ' /' ' rl`-LT—_—_-----T—L�.Lr-- -- IL---I L---J i i I I i i __J L___J A-201 EAST ELEVATION 1 Scale: 1/4" = V-0" No. Date Issue Notes 1 04/06/2023 Building Permit Submission Set 2 02/06/2024 SCHD Permit 3 06/10/2024 &Amendment 12 12 4 07/30/2024 &Amendment 1 I 1 I 6 9 19 Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, are the property of the architect. No part therof 12 12 shall be copied,disclosed to others or used in connection with any work or project other than 6 r C)G� NEW(2)2X10 COLLAR TIES @ 48"O.C. ► \ NFw 1 6 for which they have been prepared without the 16 i NN expressed written consent of Architect. i i 1-1 DORMER P.H. — — — — THERMAL ENVELOP N2�10� RR 16"p1, Error or Omissions in the drawings which are 17'-4" z clearly necessary for the completion of the work z or its appurtenances shall be considered to be z� �� w �� included work although not directly specified or i i P shown in the drawing. i ROOF PH. _ _ �� o a _ _ _ EL: o I DO NOT SCALE THE DRAWINGS. If a 14'-0" Of O dimension is needed that does not exist on the W BATH.#3 + U STAIR HALL REC AREA drawings, contact the architect for additional = oo 2 9 J o O information. Q o _. ._.._.__..._._ . _.... ro o __._.-__. ........ .... — _ I W ._:r_r:'r:..ec::cx_ri. 5 NF w --- -_ --==-.--- -- o z Drawing Legend 16 2 z ih �6, SECOND FINISH FLOOR -__ _:: Wall To Be Removed THERMAL ENVELOP 9-O ................................ - 12 N� + � �� � � --==:=4:=:1-__-__,: / _ --� 5 Wall To Remain NEW TJI 23011 7/8 F.J.@ 16"O.C. I New Wall ROOF P.H. . NEW 2X8 C.J. 1 O.C. 2X6 RR @ Existing Foundation Wall -- - = -- --'� ,. „ - New Foundation Wall T-0° 2X6 RR@ ------- Lines Above 16"O.C. 2)2X8 GIRDER """-"""-""" Lines Below (2)2X8 _ of o = GIRDER � ow BATH.#1 HALL PANTRY LAUNDRY 3X HARDWOOD got Door Tag BRACKET 9 v U TYPICAL FLOORING: Window Tag BEDROOM#6 KITCHEN& O -3/4 OSB SHEATING-FINISH W/CLEAR STAIN + m Section X, LIVING ROOM RIGID EXR INSULATION BOARD IN BETWEEN SLEEPERS -I Sheet A-XXX 2X4 ACQ SLEEPERS @ 16"O.C. FIRST FINISH FLOOR EXISTING SLAB ON GRADE FIRST FINISH FLOOR :- Detail Tag -- - - - - - EXISTING 2X10 F.J.@ 16"O.C. - Elevation Tag �--z,,,, AVERAGE GRADE AVE AGE GRADE:\/ // /'\ /'\/. /� % %../ / /,/ / .� . ./ / /% /,;/�\/ /N,/� " % % / .%.� �..../. / / / / / -4XX Interior Elevation Tag \ • / / j / / j / //�// � \� '��j,\ \\ \ �j�\� j j\ ' /, EXISTING UNFINISHED BASEMENT BASEMENT /\ AN BUILDING SECTION APARTMENT BUILDING SECTION Scale: 1/4" = 1'-0" 3 Scale: 1/4" = 1'-0" 2 Seal: INSULATION NOTE: ATOWARDS WALL MOVED 2'-6" EDARPRESCRIPTIVE METHOD THROUGHOUT NORTH {, ..: ," ,,,,{. . {+ :. .:;.:a{;.:':,p. { .. { ,. .:; {{ {{,,, ;.{' ;:;-..a{ ,; .+{ { NEW RI {{.;: { ,,NEW2X10R.R.16 O.C., .,. ALTERATIONS PER TABLE R402.1.2.2020 { { ty r t RESIDENTIAL CODE , ,, , :r{�• r., {. ;�.. �..1 MINIMUM INSULATION: R-20 WALLS R-19 FLOOR UNFINISHED ATTIC R-49CEILING �. 0457g1 TYPICAL ROOF: THERMAL ENVELOP NEW(2)2X10 COLLAR TIES,TYP.OF 3 OF NE`N -ASPHALT ROOF SHAKES RN I #BUILDING FELT OR BLUESKIN NEW 2X8 C.J.16"O.C. -5/8"CDX PLYWOOD SHEATHING ROOF RAFTERS AS NOTED DORMER P.H. -5/8"GWB — — — — — — — — Es ra Oman Architect -7.25"CLOSED CELL SPRAY FOAM (7.25"x R 6.9=R 17'-4" -50) -PROVIDE ICE AND WEATHER SHIELD _= UNDERLAYMENT-24"FROM FACE OF WALL -PROVIDE FLASHING AS REQUIRED ROOF P.H. = o EXISTING R.R.TO REMAIN TYPICAL WALL: 14-011 d w NEW 2X6 WALL STUDS @ 16"O.C. _ co BEDROOM#4 HALL REC AREA Sag Harbor, New York, 11963 ■ 1/2 PLYWOOD SHEATHING _ J ! tel 631 833 4416 #15 BUILDING FELT,TYPAR OR BLUESKIN) esra@ozcanarch.com -CEDAR BEVELED SIDING TO BE PAINTED OR EQ. "' W _ EXISTING ATTIC 5/8"GWB Y o z ; ' www.ozcanarch.com Q __. ._ -2"CLOSED CELL SPRAY FOAM+31/2"BATT(R-13) INSULATION=R 26 SECOND FINISH FLOOR 9'-0" q NEW TJI 23011 718 F.J.@ 16"O.C. EXISTING C.J.TO REMAIN FLOOR CONSTRUCTION: UGUNA -3/4"WOOD FLOORING _ 1 -3/4"PLYWOOD SHEATHING FLOOR JOISTS AS NOTED — - ==T = == RESIDENCE -R-30 BATT INSULATION TYPICAL FOUNDATION WALL_ o = - o = RENOVATIONS AND -8"X16"FOOTING W/(3)#4 BARS ao ci _ � BEDROOM#2 CL. HALL EXISTING ENTRY EXISTING LIVING AREA ADDITIONS TO -8"POURED CONCRETE WAILS - ; -- EXISTING HOUSE FIRST FINISH FLOOR y_ 1450 BOISSEAU AVENUE m_ M SOUTHOLD, NEW YORK 11971 NEW 2X10 F.J.16"O.C. _ EXISTING 2X10 F.J. O.c. Date : 07/30/2024 AVERAGE GRADE EXISTING(3)2X10 DROPPED GIRDER -1'-8" j � �`%\ - --------------------�.------�-�----------�-------- ------------ I /� � As Noted Scale \��/� - - ----- — - --------- - -- -.-- - - ----- - --- --�- -- - - - -- - ,\/\ Note : 11 x 17- one half noted scale T- ,.. z _ ---' - \/ Title NEW AREA ELL - -'UNFINISHED BASEMENT N EXISTING UNFINISHED BASEMENT___ _____ -_ EXISTING UNFINISHED BASEMENT __._r__._____--________.._ ___._ __. _______._ //\\ \/\ U i - - — — / / /W // // /, ----^ - -- ---- ----=-----= -- - --- - -- w y ����� �� - -- --- - -- LL-- -- ---- - - -- - - -------- \, BUILDING SECTION / r BASEMENT j�\/�.��� ---- - --- -- ----- ------ -- - ---- - --- - ---- - --- - -- ------t- - -- -- -- - -- - \� i -7-7 NEW BASEMENT \\\ \\ \` - ------ -- -- - -------=--- ,\` \\� \� \ \ �\� �� ' \� \� \� \ \ \ \. \�. \�. \� �. �� \. �\. \ \ \� ��.: \�, �� >> \� — — — — r`i� i�i/�i�!��i� �i\�/� \�i\i\/i\/ire j \ \ \,, Dwg. No. A-300 BUILDING SECTION 1 Scale: 1/4" = V-0" No. Date Issue Notes 1 04/06/2023 Building Permit Submission Set 2 02/06/2024 SCHD Permit 3 06/10/2024 &Amendment 4 07/30/2024 &Amendment 5 6 Ownership and Use of Documents: r------------ LINE OF EXISTING DECK I These drawings andspecifications includingthe ABOVE ideas and arrangements represented therein, I I are the property of the architect. No part therof I I shall be copied, disclosed to others or used in I I connection with any work or project other than I ( for which they have been prepared without the I I expressed written consent of Architect. I I I ( 2 Error or Omissions in the drawings which are I I A-300 clearly necessary for the completion of the work I I or its appurtenances shall be considered to be I I included work although not directly specified or I I ( shown in the drawing. I I I I DO NOT SCALE THE DRAWINGS. If a I I i dimension is needed that does not exist on the I I ( drawings, contact the architect for additional I I 75'-8"-VIF. information. Ilo ( 2 CHANGED FROM 16'-8"TO 14'-2" I I I Drawing Legend I _._.—.. I r z 1 54'-4"-VIF. I 14'-2" 4'-8" wall To Be Removed Wall To Remain I I I EXISTING I NEW ADDITION AREAWELL New Wall z p UJ i I Existing Foundation Wall L_------------------- ---J ( oo New Foundation Wall -, . —————— Lines Above o ----------- Lines Below ( °O 101 Door Tag a. b 101 Window Tag Section X, I �- 8" 4'-0" 8" �" —1 Sheet A-XXX p ( p NEW 2x10 F.J.@ 16"O.C. ~ ; Detail Tag ( AXO ( @� I @) x� Elevation Tag I J o I o � w Interior Elevation Tag X I N ' X -4xx I 0 EXISTING I ~ Lo -I Q > _____ X UNFINISHED I ! x NEW UNFINISHED I M z UP w_—_—_ _�._____ w UNCONDITIONED .. w ti CD F w UNCONDITIONED ( BASEMENT z o 0 z I BASEMENT ( - `'' X < I I P CL.HEIGHT:7'9" „- N io C� w I CL.HEIGHT:6'8" _ : . I , I � M o 1 -- ----- --------------- I EXL�T1l�J�--- ' ------ -- --- -- --�`, (3)2X10 DROPPED GIRDERS --- -------------- — - J --- i 77ILL:--- ----1-- {- .: > ao z >1 UP Q - _ o N1LL OPEN' I J I Q ti H I TO J ABOVE N�' v 0 Co Q O c, ,ABO O o ". tD - I � 1 1 I ; q zo d � Seal: U zIw `1 I �I 1 M� - z RED AR i---I- / I I I`i�--I-w� NEW 2x10 F.J.@ 16"O.C.Ll� - �' Cy I 73" NEW L 112ILVLI '1 \ z CD N d �5 �FP 02N USH GIRDER I N `r' zO i i 0 �z J z 7U I C( XW wLLO LALY COL. 1 � > �. 457 4 O W124"x24"x12" O F N E� FOOTING,TYP. ' DUTCH WALL - U-) I 00 _.w ..}",w..p..e:a o'3 R p'd.P'.o � P'S.e .:r:. r.b.t�,- 1 2x8 P.T.DECK LEDGER W/2 I Esra wan, Architect U-) I ¢ � I I Co I r--4-7 r__� N ! r----1 __________ ^ I ACQ 2x10 FLUSH GIRDER I I �^ I Sag Harbor, New York, 11963 �. .� L���� L `I J esra@ozcanarch.com ( I————1 tel 631 833 4416 ———————————— s- LINE OF NEW DECK ( www.ozcanarch.com Q ABOVE I I 19'-0" 9'-11 1/2" 0 UGUNA > RESIDENCE EXISTING SLAB ON GRADE RENOVATIONS AND N N ADDITIONS TO EXISTING HOUSE 1450 BOISSEAU AVENUE SOUTHOLD, NEW YORK 11971 Date : 07/30/2024 Scale : As Noted Note : 11 x 17 - one half noted scale Title FRAMING PLANS 48'-0"-VIF. 23'-0"-VIF. EXISTING EXISTING DWg. No. 71'-0"-VIF. EXISTING S- 100 FIRST FLOOR FRAMING PLAN 1 Scale: 1/4" = 1'-0" No. Date Issue Notes 1 04/06/2023 Building Permit Submission Set 2 02/06/2024 SCHD Permit 3 06/10/2024 &Amendment 4 07/30/2024 ®Amendment 5 EXISTING POOL 6 Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, are the property of the architect. No part therof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Architect. 2 Error or Omissions in the drawings which are A-300 - clearly necessary for the completion of the work �- or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. EXISTING DECK i EXISTING STONE PATIO DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional I information. I Drawing Legend 3X BRACKET � SOLID WOOD, ( UP - --NEW 2 2) IRDER- - — _;_;_ - :: Wall To Be Removed TYP. o ! Wall To Remain New Wall O w i N �I� w � w I Existing Foundation Wall Z: co Z il� I° - NEW(2)2X10 HEADER New Foundation Wall ADER-"- J Q - WINDOW SEAT ------- Lines Above I ----------- Lines Below Door Tag Window Tag of \ / Section X, ROOM/LAUNDRY Sheet A-XXX� �--1 Detail Tag � I o X u I I Elevation Tag LIE REC ROOM BEDROOM#2 —7--- w DINING AREA J ;' ; I — Interior Elevation Tag z = rn I CD N ( NEW TJI 23011 718 F.J.@ 16"O.C. X I KITCHEN Z z i i PANTRY L / \ I NEW 2X8 (2 \ EXISTING(2)2X10 ® HEADER o / \ DROPPED GIRDER 0S_T _ `D�NEW(2)2X10 HEADER--- / \ 6X6 DF POST, I'� NIACf) TYP. LL _ 4X4 DF P ----- - / a --_HAH -�------------------- ------- -- - ----- ---------------- ------- -----------------Z-- TYP. I - ZJ � Cl) L�JJ U H w I PENT I w El F i If2 z W.I.C. BATH.#2 Seal: NEW T 3011 718 I.J.@ 16"O.C. OzRG'y/� LIVING AREA Q~ �;�A 00 BEDROOM#1 I * � OVERLAY o I 04574N O� ROOF M p w LL BATH.#1� FOF NE`� ••\ Z I O CL. / w ••\ JO I Esra Onan, Architect —-- --— I I X I I I -- -...._... Id f°I NEW 2X8 R.R. `" NEW 2X8 R.R. I:E I I @ 16"O.C. 1E .. RI 'CIPAL @ 16"O.C. ui o z ad I I ENT ANCEI I COVEREDIPORCH I I -------------__ ---- _- _ - --------- - Sag Harbor, New York, 11963 ---=�l�tRDER --_--NEW(2)2X8 GIRDER- = - ---_----—_--_ BATH.#5 M. 2 57w-line of porch abtel 631 833 4416 esra@ozcanarch.com UP !6X6 ACO POST, www.ozcanarch.com Q I O TYP. I KITCHEN& LIVING ROOM I UGUNA 0 711 RESIDENCE 3 ———————————— — ————————————————— ——————————————————— — --------------- 3 RENOVATIONS AND A-300 o A-3oo ADDITIONS TO W = APARTMENT EXISTING HOUSE NEW 2X8 C.J.@ 16"O.C. ( ENTRANCE BEDROOM#6 1450 BOISSEAU AVENUE Z SOUTHOLD, NEW YORK 11971 Date : 07/30/2024 Scale : As Noted Note : 11 x 17- one half noted scale Title FRAMING PLANS Dwg. No. S- 101 SECOND FLOOR FRAMING PLAN 1 Scale: 1/4" = V-0" No. Date Issue Notes 1 04/06/2023 Building Permit Submission Set 2 02/06/2024 SCHD Permit 3 06/10/2024 &Amendment 4 07/30/2024 ®Amendment 5 6 Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, are the property of the architect. No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Architect. 2 Error or Omissions in the drawings which are clearly necessary for the completion of the work A-300 or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings,contact the architect for additional I information. I I Drawing Legend I I Wall To Be Removed I Wall To Remain I New Wall I Existing Foundation Wall NEW(3)2X10 I NEW(3)2X10 NEW(3)2X10 & New Foundation Wall I-- ---UP-R-I—GH-T- HE--A—DE-R- I - UPRIGHT HEADER I UPRIGHT HEADER -- -- - ---- ------ ------- - --_- - Lines Above ----------- Lines Below C3 I I C3 101 Door Tag 6 I I I _� I I 6 zo I i 101 Window Tag Section X, Sheet A-XXX uJ I X E I o I X I o I X Detail Tag cv I N N O O - ' I , Elevation Tag z I I Ua z z Interior Elevation Ta co c� i- I I � � ' g zz --I-- - --• ------ -------------- " axx c~n c~n -- NEW(2)2X10- I N ----NEW-(2)2X10 - N EW(2)2X10 w w HEADER I HEADER HEADER w w z z I I wl Li Q QQ0 I QLL1J O oe I ------ __ —_—_ ._..-._ —— —._._.._..._.—�-_—.EXXISS'ftIVG�IDGETO�EMxtlfC ---- —.—_---�o —__--__ �—_-- —:.— — —_—_— — —___Ril71;E 130XcRII_._.---- ——_— ——_ —_ -- ----------------------- .. -3 _ _ _ I _ 1 U U ——ar _S..) S� w Co O O NI � N � I � N � A 00 ri . . ..: .. .. .. -I w zv ( z z � Fwi I � � O X Z —. — Ci 4 Q .. Q .. - I - � ► � I Seal: Z. BRED ARC o' Ozc I X1 AD o: — I *R R.2NE W NEW X�I�R R.2X8� J 0-R R.2X�I�R.R.8 NEW 2X8 2 ER cn; 6 O C 16 O C w 6 O C 1 C I I I I I z I I � 45 q.1 p�t- I I N � I I X�w I I x w T � ..l o, NIQ o,� o,� NIA '� F� w � X w Xlw X'w w F N� I LU z � ��w zi ��w �°w zi �w wi wl wl I s::.. Oman,sra z N - c Architect NEW( )2X10 UPRIGHT HEADER; " NEW 2 2X10 �- NEW 2 2X10 ,.. . .: . UPRIGHT HEAD ER UPRIGHT H 1 Sag Ha York, 1963 LM Harbor, New tel 631 833 4416 esra@ozcanarch.com www.ozcanarch.com ❑� I I � I � Q I UGUNA o C RESIDENCE RENOVATIONS AND ADDITIONS TO EXISTING HOUSE 1450 BOISSEAU AVENUE S OUTHOLD, NEW YORK 11971 NEW 2X8 R.R.@ 16"O.C.-------- "— -fNEW 2X8 R.R.@ 16"O.C. . Date : 07/30/2024 Scale : As Noted Note: 11 x 17- one half noted scale Title Ir FRAMING PLANS Dwg. No. S- 102 SECOND FLOOR CEILING FRAMING PLAN 1 Scale: 1/4" = V-0" No. Date Issue Notes 1 04/06/2023 Building Permit Submission Set 2 02/06/2024 SCHD Permit 3 06/10/2024 AAmendment 4 07/30/2024 ®Amendment 5 6 Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, are the property of the architect. No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Architect. 2 Error or Omissions in the drawings which are clearly necessary for the completion of the work A-300 or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. I { Drawing Legend I I Wall To Be Removed I Wall To Remain I New Wall I Q 2 - Existing Foundation Wall I =" ' New Foundation Wall ——————— Lines Above ----------- Lines Below Door Tag l ( 101 Window Tag Section X, tI Sheet A-XXX I I I Detail Tag Elevation Tag I Interior Elevation Tag x -4xx I I I I I I IIIIIITII ------- ----- - --- ---_--e-C/�IJ I MGROO IVFZEM"�IIV__e-- --...._-..�._ ---_.--------- -„-��....--ev-....m..-- --®--_...-- t -- - _-.- NEVY R�/L/r --------_--e_.__-_ -_-.-�®_"-___._ ------- -- ----�--.--�----------.--- u I I Seal, 1 ED ARC OZC f l I A,; IPi �=4 �S 045741 I OF NE`N-1 I .. sra Oman, Architect I I I I I Sag Harbor, New York, 11963 R1. .� S tel 631 833 4416 esra@ozcanarch.com ` www.ozcanarch.com 2 I I I I UGUNA O RESIDENCE -�— NEW APARTMENT ROOF --► RENOVATIONS ANDADDITIONS TO EXISTING HOUSE 1450 BOISSEAU AVENUE SOUTHOLD, NEW YORK 11971 Date : 07/30/2024 Scale : As Noted Note : 11 x 17 - one half noted scale Title ROOF FRAMING PLAN Dwg. No. 1 -20 S- 103 ROOF PLAN 1 Scale: 1/4" = 1'-0" No. Date Issue Notes 1 04/06/2023 Building Permit Submission Set 2 02/06/2024 SCHD Permit 3 06/10/2024 AArnendment 4 07/30/2024 ®Amendment 5 EXISTING POOL 6 Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, are the property of the architect. No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Architect. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. EXISTING DECK EXISTING STONE PATIO DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings,contact the architect for additional information. Drawing Legend UP UP —'—'—" Wall To Be Removed I Wall To Remain U_ I I New Wall 3 3 > I I 3 Q Existing Foundation Wall UJ z m I I --- — New Foundation Wall w �d ines WINDOW SEAT ------- Above ----------- Lines Below Ek, Electrical Legend S Door Tag GFI iFl I lu� Single Pole Switch tot Window Tag a - I ® o TSF � \ / $ Section X, M DROOM/LAUNDR Id Single Pole Switch With Dimmer Sheet A-XXX 'RANGE I Detail Tag ————————————————————-- HOOD j WASHER V TV t3 Three Way Switch AUA Elevation Tag GFI .,.f GFI DRYER REC ROOM BEDROOM#2 \ / t3d Three Way Switch With Dimmer 0 DI IN A A L__1J1 Y Interior Elevation Tag � GFI } =@: Duplex Receptacle Outlet &Xx Q J W Act z 1I/rnIJ\I o KITCHEN Q U PANT.Y / \ � � Quad Receptacle Outlet kALL ~ f / \ Duplex Receptacle Switched sc> OVENS L` J \\ Outlet __ sc> / \ \ ® Appliance Receptacle Outlet $ \ I <Cp v GFl GFI Duplex Receptacle Outlet -D.W. 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No. E- 1 01 FIRST FLOOR ELECTRICAL PLAN 1 Scale: 1/4" = 1'-0" No. Date Issue Notes 1 04/06/2023 Building Permit Submission Set 2 02/06/2024 SCHD Permit 3 06/10/2024 &Amendment 4 07/3012024 &Amendment 5 6 Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, are the property of the architect. No part therof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Architect. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. 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No. E- 1 02 SECOND FLOOR ELECTRICAL PLAN 1 Scale: 1/4" Ownership and Use of Documents: These drawings and specifications I P; I including the ideas and arrangements _ ____ represented therein, are the property of the .,�.... architect. No part therof shall be copied, :...........1.......-;.:....... ' J ' .r*r 1, disclosed to others or used in connection with any work or project other than for ! C I � J which they have been prepared without the . 7 expressed written consent of Architect. Tz. 1. , ....r.....t.....r.......... 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