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HomeMy WebLinkAbout51403-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#: 51403 Date: 11/21/2024 Permission is hereby granted to: David Levin 40 E 19th St New York, NY 10003 To: construct additions and alterations to existing single-family dwelling as applied for. Premises Located at: 29821 Route 25, Orient, NY 11957 SCTM# 14.-2-1.9 Pursuant to application dated 04/08/2024 and approved by the Building Inspector. To expire on 11/21/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $416.50 CO-RESIDENTIAL $100.00 Total $516.50 6 lding Inspector �— TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt sa/www.s uthnldtownn , ov Date Received APPLICATION FOR BUILDING PERMIT a C ° d W For Office Use Only t �6 PERMIT NO. Building Inspector,. "F1 2024 r r ,r /%� u d5 Date: v Name: f SCTM # 1000- 14— ?,1, q Project Address: �j I '�- -- Phone#: /O �% Email: dd ' Mailing Address: a SJ�� Ajd oil ao il C a PERSON; Name: Mailing Address: Phone#: Email: s e. L,4,jt t td�SIGN PI�L��ESS(OI�ALINFORM�TI�3N Name: Mailing Address; �7 � 4' '0'7�L10oJl�� 10 Phone#: �A �7 LR , Email: cc�N,Tw�►�r�R iN�©��nAT�,QN ..� � 1 �� �r �. Name: Mailing Address: d Phone#: Email: I +f'✓ice D„ESCRIPTIQM OF PROPOSED,CON$TIUGTIDN El New Structure PAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [--]other $ Will the lot be re-graded? ❑Yes-�INo Will excess fill be removed from premises? ❑Yes X_No 1 v.vm, M / 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. ✓,,,,,;,/ /%/' iP ri,�/f1I',/,;.� r ri„i�i,,✓i/ri ///,,,,,,a ✓i. ,///,i/,/����ri.i /!//%i � i/ �/�/, ,c; 1 ,ii /fir,/„ � ,rir,ri ri � Sri ,i / /, „//, r'r c.,,.., /„ ��%%,. ✓l�,i,„/ .r�/,.r/r r/�„il% //,r�I/�////,,,,/� 1, "„ 1, r,,, ,,.r/.� „�,.i „ , ir.:., ,;.. r,' .r� ;, it "� / / J,r//r, ri r, /,<o // ,gip,// i/,; /,/,/ /;,, rc/✓/i, f/rr��;i,r, l/r%� r .r ri / ✓ ,.,, r/.. , r. /r rr✓ /r �// /.. ,r I //i, ,�,/,,,r,rr'"'��/f/��/� c � it „../o r/.. i/ /... Application Submitted By(print name): Q 1�\\ �o I. �A tl�orized Agent El Owner Signature of Applicant: �1 � Cate. CONNIE D.BUNCH Notary Pubilc,State of Now or STATE OF NEW YORK) No.01BU6185050 Qualified in Suffolk County lI SS: Commiaalon Expires April 14,2 COUNTY OF being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing 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 CA day of 20 a q Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) p, 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 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) David S LEVI N I. residing at PO Box 299, 29821 Main Rd ., (Print property owner's name) (Mailing Address) Orient NY 11957 do hereby authorize Philip Manuele .. . (Agent) ................ to apply on my behalf to the Southold Building Department. 3 / 25 /2024 (Owner's Signature) (Date) David Saul LEVIN ....._ ............ (Print Owner's Name) Scott A. Russell � SUPERVISOR MANAGEMENT 'y .. SOUTHOLD TOWN HALL-P.O.Box 1179 ' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town own of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ti i ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT T ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design,q Professional, Agent, Contractor, Other) NAME: �tv �i-� Date: Contact Information: 'V�A" c lL-Nlad& 1 eleplinne Numhei 1 y^"" Pro ert Address / Location of Construction Site: S.C.T.M. #: 1000 __ .. J� District Section Block Lot . TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than t Acne No S P.D.E,S, Permit is Required - Project does Not Discharge to Waters of the State. No S.P,D.E,S. Permit is Required- , Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly 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. Prior to Issuance of a Buildin, g Permit. \rcn of Disturbance i Greater than l Acre & Storm-vN Arer Runoff Flows Through Southold Town's MS4 Svstems to Waters of the State of Nevi_ York THE APPLICANT MUST OBTAIN a S.P.D.E.S, Permit through the Southold Town Engineering Department Prior to Issuance of a Buildin �t. Rey lev\ed By. Date: F(1RM Y CVr('P -TOq r)rt,har ?n1q �f / eCe�J��( g a7 jS6:��ss __ ,.":I,,",-I,",�"iI,,,,I,,L I:,,�_., ,. �L _-,l 1�. A /" 1�1I) I I IIIII�,� L.I,,,I.�I 1.I I I. ;E 2 II �..I..�I�.1�I1 ,1�,IIV I-�­II� 1.I I I I jI.I I 1,I 1�,.I I I 1 I�N HOUSE 51067 OI ADDITION IG/ . 29821 MAIN ROAD ORIENT, NY 11957 ,"S'V4�is.,. :. 1•.l'_ •Vr ,.,1n . - -, - ! 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SET 08/13/2024 REVISED FILING SET 11/0612024 PROJECT LOCATION PROJECT INFORMATION DRAWING LIST ' -w , NOTES PROPERTY OWNER - David& Lindsay Levin SHEET NUMBER SHEET TITLE . . . - #29821 Q PROPERTY TAX MAP# � A-000 COVER SHEET, DRAWING LIST &GENERAL NOTES 1000-14-02-1.9 A-001 GENERAL NOTES, SYMBOLS, ABBREVIATIONS, AND WALL TYPES STREET ADDRESS 29821 MAIN ROAD A-002 SITE PLAN &ZONING INFORMATION ORIENT, NY 11957 RA-100 PROPOSED ADDITION FLOOR PLAN & ROOF PLAN 2 $21 MAIN OAD `� TOWN OF SOUTHOLD ZONING DISTRICT A-200 EXTERIOR ELEVATIONS 25 a R 80 A-300 BUILDING SECTIONS RIENT NY 1157 0Q S LOT AREA -- 5.512 Acres S-100 STANDARD STRUCUTRAL DETIALS & NOTES N OV E M B E R 6TH 2 r_ �Q. 240,114 SO. FT. I 024 O o P �`P\� =Q�� MINIMUM SETBACKS i;-- , S a Building i t L�, i Front: 60 FT ) U .i S 25 Side: 20 FT (45 fit combined) ! ' MA/NR Rear: 75 FT r , r Cr(t�! i a C n=P , ORIENT BLUFF SETBACK A „ 100 FT(Coastal Setback) r "'" _ ... . OR,- BUILDING HEIGHT ^HARD S7, Maximum Allowable: 35 FT S21/2 Stories . LOT COVERAGE . . O 20%Allowable(0.2 "240,114 SQ. FT.=)48,022.8 SQ. FT. 0 . 4,849 SQ. FT. Existing (Main House) 810 SQ. FT. Existing (Pool House) 5,659 SQ. FT./240,114 SQ. FT. =2.3% DRAWING TITLE: . 324 SQ. FT. Proposed (Main House Addition) COVER SHEET & GENERA L , New Proposed Total: 5,983 SQ. FT. =2.5% NOTES ORIENT, NY DRAWN BY: RZ NOT TO SCALE CHECKED BY: RZ SCALE: AS INDICATED PRINT DATE: 11/06/2024 ""` : ,,, DRAWING ,1-_", ttt—,-1�." :I^�-�-�1;..I 1"�'1,','"�-'�r,','­.I�,­%1",",._�:�1_.­�.-(,1`---I-.,"�­1,,�"I",. 1,1 -_,_L,�_ O.j,7,,..;4,i`fftI 7�v"`����,I.1`,;­�,,,.-:-II,7,"�_:" .,..,:"��l-'"V,I".'�,;-��.',,-,.I,-`.�1��,,��,.,':_.'I���- ,A"":,-, I. ,.7"­-N,�­I-3!.���" -_L:­�I",1�.��_ .�,__�:,'_-�,iI_,,i -D­,' �_,,-­";"i".',,, p. �AI"H ,;D f,,' 0I Ilk- � UI M1r-tM1"I 2 ., 'r~' NUMBER: `5 ar .I `- {" ' ' K'y"3.,it -Y'... 'r( / tP� _ �-� I �F...:�u. �'':r '9 0 9 31 A. '�,y" ; OF NE'AA SHEET NUMBER: 1 OF 7 ABBREVIATIONS LEGEND: GRAPHIC SYMBOLS TYPICAL WALL TYPE SECTIONS GENERAL NOTES LEVIN HOUSE A.D. AREA DRAIN ADJ ADJACENT AFF ABOVE FINISHED FLOOR O WALL TYPE NUMBER INTERIOR 1. Scope of Work: New wood-frame, one story addition to single family dwelling. ADDITION ALUM ALUMINUM AMPS AMPERES 301 2. All work shall conform to the requirements of the 2020 Residential Code of New York State, County Fire ANOD ANODIZED B DOOR NUMBER Department regulations, utility company requirements, and the best trade practices. APPD APPROVED ; '"; : 29821 MAIN ROAD 5/8 GWB BOTH SIDES W/LEVEL 5 FINISH,TYP. ORIENT, NY 11957 AV AUDIO-VISUAL 3oa PROVIDE WATER RESISTANT GWB @ WET 3. Before commencing work, the Contractor shall file all required Certificates of Insurance with the Building BD BOARD O WINDOW NUMBER LOCATIONS NOT RECEIVING TILE Department, pay all fees, obtain all required permits, and provide any and all bonds required by governing local B.O. BOTTOM OF :"' J ' agencies in order to do the work herein described. BOIC BOUGHT BY OWNER, INSTALLED BY GC - ..�-- 2X4 WOOD STUD @ 16"O.C. Mw-# MILLWORK NUMBER BSMT BASEMENT -- - SOUND ATTENUATING BATT INSUL 4. The Contractor shall verify all existing conditions in the field prior to commencing work, and shall report any C.I.P. CAST IN PLACE discrepancies between drawings and field conditions to the Architect. .29821 C.J. CONTROL JOINT F-# FINISH NUMBER .LONG ISLAND SOUND C.L. CENTER LINE 5. Minor details not usually shown or specified, but necessary for proper construction of any part of the work CLG CEILING a 3!a° shall be included as if they were indicated in the drawings. CLR CLEAR A# APPLIANCE NUMBER CMU CONCRETE MASONRY UNIT TYP.INTERIOR DRYWALL PARTITION 6. The Contractor shall coordinate all work procedures with requirements of local authorities. 5 COL COLUMN REVISION NUMBER 1 *NOTE:ALL INTERIOR PARTITIONS TO BE TYPE'1'U.O.N. CONC CONCRETE 7. The Contractor shall be responsible for the protection of all conditions and materials within the proposed CONT CONTINUOUS SAME AS TYPE'1'W/2X6 STUDS @ PLUMBING WALLS&AS NOTED construction area. The Contractor shall design and install adequate shoring and bracing for all structural or "a CPT CARPET ROOM ROOM NUMBER 1A removal tasks. The Contractor shall have sole responsibility for any damage or injuries caused by or during the 25 CTL CERAMIC TILE _FFr execution of the work. DBL DOUBLE ORIENT s DEMO DEMOLISH OR DEMOLITION 8. The Contractor shall lay out his own work, and shall provide all dimensions required for other trades DIA DIAMETER O— WALL TYPE MARKER VARIES (plumbing, electrical, etc.). / DIM(S) DIMENSION(S) 5/8"WATER RESISTANT CEMENT BACKING BOARD KEY PLAN (NTS)® DN DOWN 9. Plumbing and electrical work shall be performed by persons licensed in their trades, who shall arrange for and DR DOOR 1 obtain inspections and required sign-offs. - DRAWING REFERENCE NUMBER ; TILE ON THINSET,THICKNESS VARIES DTL DETAIL A100 ; DWG DRAWING 2X4 WOOD STUD @ 16"O.C. 10. The Contractor shall do all cutting, patching, repairing as required to perform all of the work indicated on the PROJECT TEAM EA EACH drawings, and all other work that may be required to complete the job. EJ EXPANSION JOINT EXTERIOR ELEVATION MARKER SOUND ATTENUATING BATT INSUL ARCHITECT: EL ELEVATION 11. The contractor shall be responsible for coordinating all roof and floor penetrations, patching, repairing and ELEC ELECTRICAL I flashing as required. RODRIGO ZAMORA ARCHITECT PLLC ELEV ELEVATION 4 3/4" VARIES 416 OCEAN AVENUE#75 SECTION CUT MARKER - - yam-- - - EPDM ETHYLENE PROPYLENE DIENE M-CLASS(ROOFING) 12. All exits shall be kept readily accessible & unobstructed at all times during construction. BROOKLYN, NY 11226 EQ EQUAL T. 917-684-4121 (E) EXISTING TYP.INTERIOR PARTITION W/TILE @WET LOCATIONS 13. The contractor shall adequately brace, shore, and support the structure during the entire construction period. EXT EXTERIOR FD FLOOR DRAIN FLOOR ELEVATION ELEVATION INDICATOR CONTRACTOR: FEC FIRE EXTINGUISHER CABINET 04 2A SAME AS TYPE'2'W/2x6 STUDS @ PLUMBING WALLS&AS NOTED STELLAR HOME BUILDERS FIXT FIXTURE FLR FLOOR 127 HEWITT BLVD F.O. FACE OF 03 A all 01 INTERIOR ELEVATION MARKER CENTER MORICHES, NY 11934 GA GAUGE EXTERIOR T. 631-926-1151 GALV GALVANIZED 02 INSPECTIONS & TESTING GWB GYPSUM WALL BOARD HC HOLLOW CORE HM HOLLOW METAL 5/8"GWB W/LEVEL 5 FINISH /, ,%'h ,'' 3/4"PLYWD SHEATING 1. The Contractor shall arrange for all controlled inpsections &tests as required by the local Building HP HIGH POINT (SUBSTITUE CEMENT BACKING BOARD @ WET / VERTICAL FURRING HR HOUR Department. LOCATIONS) BUILDING WRAP HT HEIGHT HVAC HEATING, VENTILATING, AND AIR CONDITIONING 1 1/2"SERVICE CAVITY W/ HORIZ. FURRING AS READ FURRING STRIPSY;,./"J;:;Y, I.L.O. IN LIEU OF LEGEND: HATCHES VAPOR PERMEABLE HORIZ.WD SIDING INSUL INSULATED OR INSULATION BLOWN CELLULOSE INSUL INT INTERIOR AIR BARRIER / ,, PROTECTION OF OPENINGS 2X6 WD STUD JT JOINT 2X4 WD STUD LBS POUNDS EXISTING WALL TO REMAIN 'j 4"GAP ISSUE/REVISION DATE 1' 1"=R43.2 ! FILING SET 03/15/2024 MAX MAXIMUM y __..._-- _ Per R301.2.1.2 of Residential Code of NY State, the proposed house is designed as a partially enclosed building in accordance with ASCE 7. S.C.D.O.H.S.SET 08/13/2024 MO MASONRY OPENING � �� EXISTING WALL TO BE REMOVED REVISED FILING SET 11/06/2024 MECH MECHANICAL �� i!/%, MEMBR MEMBRANE TYPICAL EXTERIOR WALL-REFER TO ELVEATIONS FOR CLADDING TYPE/ORIENTATION MFR MANUFACTURER ; ,"". EXISTING STRUCTURE(HALFTONE) E1 MIN MINIMUM MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD SMOKE & CARBON MONOXIDE DETECTING DEVICES MTL METAL MW MILLWORK NIC NOT IN CONTRACT 5/8"GWB W/LEVEL 5 FINISH 3/4"PLYWD SHEATING (SUBSTITUE CEMENT VERTICAL FURRING 1. Smoke & Carbon Monoxide detecting devices shall be provided according to Sections 314 and 315 of the NO NUMBER BACKING BOARD @WET BUILDING WRAP NOM NOMINAL OMIN Residential LOCATIONS Code of New York State O.C. ON CENTER 1 1/2"SERVICE CAVITY W/ 2X6 FURRING FURRING STRIPS :' OH OPPOSITE HAND HORIZ. FURRING AS REQD 2. Smoke detecting devices shall receive their primary power from building wiring. There shall be no switches in OPG OPENING VAPOR PERMEABLE HORIZ.WD SIDING the circuit other than the overcurrent device protecting the branch circuit. AIR BARRIER p g OZ OUNCE CONCEALED 3"LEADER BLOWN CELLULOSE INSUL ' PERP PERPENDICULAR 2X4 WD STUD 2x6 WD STUD 3. All smoke detecting devices shall be accepted pursuant to rules and regulations promulgated by the PL PLATE 4"GAP comissioner, approved by the Board of Standards and Appeals or listed by a nationally recognized independent P.LAM PLASTIC LAMINATE V-1"= R43.2 laboratory. No device shall be deemed to be in compliance with this provision unless it is of either the ionization PLUMB. PLUMBING ' --- -- -� 5 1/2° 1 1/2" or photo-electric type. PLYWD PLYWOOD _ ...----- - ---- ._ -f--- P.T. PRESSURE TREATED 1'-3 7/8" - ------- ----- - - - -- - - - - --- - -- -- PNT PAINT PTD PAINTED CLIMATIC & GEOGRAPHIC DESIGN CRITERIA PVC POLYVINYL CHLORIDE EXTERIOR WALL @GUTTER-REFER 70 ELEVATIONS FOR CLADDING TYPE/ORIENTATION RAG RETURN AIR GRILLE GROUND BASE WIND SEISMIC SUBJECT TO DAMAGE FROM FLOOD RBR RUBBER SNOW SPEED DESIGN HAZARD RCP REFLECTED CEILING PLAN LOAD(PSF) (MPH) CATEGORY WEATHERING FROST LINE TERMITE DECAY (FEMA) RD ROOF DRAIN DEPTH REQ REQUIRED 5/8"GWB W/LEVEL 5 FINISH CON.RETAINING WALL 20 140 B SEVERE 36" MD TO HVY SL TO MD X RM ROOM (SUBSTITUE CEMENT ;�•4,ri SCLU STRUCTURAL CEILING LEVEL (UNDERSIDE) BACKING BOARD @ WET DAMPPROOFING W/CONT. (PER R301.2(1)OF 2020 NYS RESIDENTIAL CODE) SED SEE ELECTRICAL DRAWINGS LOCATIONS) q`'f", M DRAINBOARD COVER SFLT STRUCTURAL FLOOR LEVEL (TOPSIDE) 1 1/2"SERVICE CAVITY W/ SIM SIMILAR FURRING STRIPS " SMD SEE MECHANICAL DRAWINGS VAPOR PERMEABLE - v AIR BARRIER SPEC SPECIFIED OR SPECIFICATION SPK SPRINKLER 5"RIGID INSULATION SSD SEE STRUCTURAL DRAWINGS STAINLESS STEEL STCL SOUND TRANSMISSION COEFFICIENT j 5"=R25 fi STL STEEL V-71/8" STRUCT STRUCTURE OR STRUCTURAL T& G TONGUE AND GROOVE TELE TELEPHONE /cam\ EXTERIOR INSULATED RETAINING WALL @ LOWER LEVEL T.O. TOP OF T.O.C. TOP OF CONCRETE T.O.S. TOP OF STEEL T/D TELEPHONE/DATA TYP TYPICAL MEMBRANE ROOFING �' DRAWING TITLE: UON UNLESS OTHERWISE NOTED v/S VOLT UNDERSIDE POLYISO COVERBOARD =, . GENERAL NOTES, 3"RIGID INSULATION - -- VAV VARIABLE AIR VOLUME - BUILDING ENVELOPE LEGEND ABBREVIATIONS VIF VERIFY IN FIELD (COLOR CODED) E SYMBOLS, ABB 3/4"PLYWOOD ! W/ WITH - C D WD WOOD j =-,--- _ --- - - ---- & WALL TYPES WP WATERPROOF 11 7/8"BLOWN CELLUOSE WRB WATER-RESISTIVE BARRIER BETWEEN TJI'S —'—"e r"- EXTERIOR WATER-RESISTIVE BARRIER(WRB) ' M SOLITEX FRONTA QUATTRO WIND/AIR TIGHT WRB DRAWN BY: RZ AIR BARRIER ;>' (VAPOR OPEN)-TAPE ALL SEAMS W/TESCON C° INVIS TAPE CHECKED BY: RZ 1 1/2"SERVICE CAVITY n I 5/8"GWB j' ' ~~ _ __N VAPOR PERMEABLE INTERIOR AIR BARRIER- SCALE: AS INDICATED INTELLO PLUS/DB+MEMBRAN-TAPE ALL SEAMS W/TESCON VANA TAPE PRINT DATE: 11/06/2024 _._ T_7✓ 7 ---\ TAPE @ SEAMS&EDGES OF EXTERIOR WRB& TOTAL R-VALUE=R54 INTERIOR AIR BARRIER PER MFR SPEC DRAWING NUMBER: O - 001 A ' MEMBRANE ROOFING ��� O � �O � EPDM SYNTHETIC RUBBER MEMBRANE r � TYPICAL ROOF CONSTRUCTION (SLOPE VARIES) , u-��'vl"s`'� 9�. 3 W „kO ()F N�� SHEET NUMBER: 20F7 LEVIN HOUSE ADDITION 29821 MAIN ROAD - _ ----� I ORIENT, NY 11957 13 1 II / I \ •�� r \•rr r r>. I • �`r rr •�IMr40 r'� r ' \� \•, I 'I `' ' I i 1 ' ' , 1 I - • • l I 1 ..,,. 40 t29821 LONG IsLnnlo souNo 24 26 28 30 32 I 34 36 38 40 J 4D 30 1 I 20 I , I 10 4' ---------1.-..._-.._. , - - - .. yy -----T'-- - --. ----...`---._.---,.------.-..-..._-._ SIDE YARD SETBACK --------_.___;.----1- \ 25 ' W W 1 -�---------- 1 17 I ` / ' r ' ORIENT •G \, � ' - ,'r +I 1 1 1 ` V Wes` i 15 t J ,I / ,' ,' ; I KEY PLAN (NTS)® i 3 \ \ W 7 I I I / PROJECT TEAM ' - �22. I / .. 1 I 1 , r ARCHITECT: E E�,----E E---L E E E-;-E E E !� I ` �.' I I I _ J i �f RODRIGO ZAMORA ARCHITECT PLLC W j \ ' ` C� 4 - _ -� ---- -- - ( m�� i ; ' i ; I r 416 OCEAN AVENUE#75 LL- ,' o/1 i I ; 1 i ' i i ; I ,1 ,' I i w BROOKLYN, NY 11226 12 i ` r J oui I o r , ! J I 1 1 ! T. 917jr -684-4121 3 IM Au ,.- _ - / J J J I , CONTRACTOR: STELLAR HOME BUILDERS gc°� 127 HEWITT BLVD W ,` \�•� \ I I , , ! / / ` _ r I , I o CENTER MORICHES, NY 11934 ,a W - -T. 631 926 1151 �, \t00. 0" \\ I / i 1' ' J O -� I ti m �8 41 '}' r GROUND FLOOR ' , 1 � y / FFE=29'-0 ASL 10 \ �/]/ i / •V I I \ I / I 1 i I I 1 tCO C) 10; ISSUE/REVISION DATE � �� '16 I _ ( / , \ \ I ' , FILING SET 03/15/2024 �_J r , _ -..--Y-= 1 S.C.D.O.H.S.SET 08/13/2024 1 15, r 21 '20' REVISED FILING SET 11/06/2024 SIDE YARD SETBACK 8 --24. - 26 28 3i? '� 32 34 I 36 `-38--' 36 34 J 32 30 : 20 ; 7 0 4 i ---------- ---- ----- ----- - 1 NOTES: .• • w r 1 .• w• w�• ..�"n• �r• •�• •�• w•'.•��r • ��• ��.• �m• w• • �• .I�ri• �Iwr No �• �• emu•,• • • r>I_• • • w• r>a • • • • T• � �• .� Ir I Two,•i ....� .� ..n.n....• ..i • • r• • i '' i' ' /' ', J i , , , 1 1 I 1 1 � I ' 1 I I NOTE: ' NOTE: EXISTING 1-STORY POOL TO REMAIN - NO CHANGE-AND TO BE PROPOSED 1-STORY ADDITION TO EXISTING HOUSE TO BE SERVED BY PRIVATE WATER WELL AND BY EXISTING DEDICATED 18'-0"X18'-0" SITTING ROOM. FINISHED FLOOR ELEVATION TO SEPTIC SYSTEM. MATCH EXISTING HOUSE AT 29'-0"A.S.L. ADDITION TO BE SERVED BY EXISTING PRIVATE WATER WELL AND BY EXISTING I/A OWTS. NO NEW PLUMBING OR BEDROOM COUNT CHANGE IS PROPOSED TO N 2 PROPOSED PARTIAL SITE PLAN EXISTING. 11, =20'-0" It �-► GENERAL NOTES 2 17'.. I 1 REFER TO SURVEY BY PECONIC SURVEYORS DATED I -00 �� I --J 01/29/2024 SHOWING THE EXISTING STRUCTURES AND THE PROPOSED ADDITION TO THE MAIN HOUSE. 1 j i 845'-8 1/4'TO MAIN ROAD / 1 KEYNOTES - -...- - - - - - - - - - - - - - -- - - -- - - - -- - - - - -- -- - - - - - - - - - - - - - - i iSITE PLAN i 1 13 / / 1 845.74' ( F__ j j � \ / 1. PROPERTY LINE � • - •" �'•"' •ram• • • •r>•lu r.r>_ „ . • -' 1168.21' �- 2. EXISTING COUNTOUR LINE 50' ACCESS R.O.W. F=�_�___g__-__-^_--_____ __�___ _ _�_ ; 1. d `� �"'� `� 'a���tr)*;,�F*-+�� 3. PROPOSED COUNTOUR LINE 1 � - _W ,�-�r==la- -"--- = --�---� 1 />'- -; 1 ' 4. OUTLINE OF EXISTING HOUSE GROUND FLOOR �� 0• • •�•�•_•�• •.r•�•-• `• I +�-_ , 1 % ` ill/l;, I 11�11 17� 1 ,. G , (2-STORY,4 BEDROOM HOUSE-NO PROPOSED CHANGE EXISTING GRAVEL �� y - w` ► ,,, %",1'" l w ; I TO BEDROOM COUNT) ROAD .o ► -;-E - +:a ► r ,'i' ;;;;;';,;; I 5. OUTLINE OF EXISTING HOUSE SECOND FLOOR ABOVE co ---_ - ->< Ir, ' v 6. EXISTING GRAVEL DRIVEWAY SUJ '•a 7�1 �'� / ;r J � ;', 1 7. EXISTING UNDEGROUD ELECTRICAL SERVICE ZONING INFORMATION ; � , f'', ��,i;;;;;,;; ff � `'1 1 II„II F I /F: , " 8. EXISTING DECK STEPS& LANDINGS +1 s/ a, yl,vl;l''lll, (. DRAWING TITLE: �o I ; 9. EXISTING WATER SUPPLY FROM WELL F------ --------- r-=--------;------ ----- 10 E PROPERTY OWNER MINIMUM SETBACKS LOT COVERAGE L1 _-- -' R /� ;! _-_', I ;;�;;;,;;;,; 1 X,lSTINGSEPT�CSYSTEM ARCHITECTURAL ° * L��•...f�•��•�. ��•w'�• •i��•err• �• ••u�r•�w.�•�.•r�u�••�yL• ��� •..r••r•f�••r.i.l��� J���r��•1`ril ll�r4'r;��.�.• David& Lindsay Levin Building 20/°Allowable (0.2 240,114 SO. FT.)=48,022.8 SQ. FT. „ 11. EXISTING SANITARY LINE Front: 60 FT ' 1160.33' - SITE PLAN `T� �,� -",23�� " I 12. EXISTING SWIMMING POOL-8'-0" DEEP, W/HEATER, PROPERTY TAX MAP# Side: 20 FT(45 ft combined) 4,849 SQ. FT. Existing (Main House) i ---- -- � ,�. ��� FILTER&AUTOMATIC COVER 1000-14-02-1.9 Rear: 75 FT 810 SO. FT. Existing (Pool House) (13) ------ / / r �� `r-' 13. LINE OF 150'-0" FROM EXISTING WATER WELL STREET ADDRESS BLUFF SETBACK 5,659 SO. FT./240,114 SQ. FT. =2.3% ``. ,._ _ ..... ..... _ _.... ..._. �..r�-� \Lji � _ _. _._ ._._ 14. EXISTING LANDSCAPE WALL 29821 MAIN ROAD 100 FT(Coastal Setback) 15. EXISTING DRYWELL DRAWN BY: RZ ORIENT, NY 11957 324 SQ. FT. Proposed (Main House Addition) 10 r -�� -- - %ti II 1 ,� i 16. EXISTING LEECHING POOL BUILDING HEIGHT ° i j I I �� 17. EXISTING PRIVATE WATER WELL CHECKED BY: RZ TOWN OF SOUTHOLD ZONING DISTRICT Maximum Allowable: 35 FT-2 '/z Stories New Proposed Total: 5,983 SO. FT. =2.5/° i f I > > _ � �- �' 18. EXISTING ELECTRIC METER R-80 _-� ` SCALE: AS INDICATED '�` �1 19. CONSTRUCTION FENCE MINIMUM SETBACKS _ --______________ ___________------- PRINT DATE: 11/06/2024 LOT AREA Building - --------- -------------- 17\- 20. SILT FENCE 5.512 Acres-240,114 SO. FT. Front: 60 FT 21. EXISTING TRANSFORMER Side: 20 FT(45 ft combined) 22. EXISTING POOL FENCE W/SELF-CLOSING, - Rear: 75 FT DRAWING SELF-LATCHING GATE _. NUMBER: 23. PROPOSED HOUSE ADDITION `5� `G0 z N 24. EXISTING 1 STORY POOL HOUSE lV� �� � `U;''' A-002 PROPOSED SITE PLAN f ✓4.7"t' ti 6> 3ti 1� . 4 70 7 (P 1"= 100'-0" op N SHEET NUMBER: 30F7 LEVIN HOUSE A300 ADDITION 29821 MAIN ROAD ORIENT, NY 11957 , I :f f .i i , I i i' i ,I - — - -- — - --...; -- --.'. -- • -- -- --i' _: - --I - I, — - - -- -. - it �: — - - it ._ LONG ISLAND SOUND 1[, D I , I 25 / HALLWAY `031 I q ! I - r 1 25 ORIENT I - -- 10' KEY PLAN / (NTS)® o «, PROJECT TEAM FF ELEV. . SAUNA (29'-0"ASL)+0'-0" ARCHITECT: 08!. 0 , ! � ! PROPOSED / BEDROOM 1 WC 1 WC 2 BEDROOM 2 SITTIN_G ROOM RODRIGO ZAMORA ARCHIT ECT PLLC 416 OCEAN AVENUE#75 !041 - I \ 5 20_' ! BROOKLYN, NY 11226 2 T. 917-684-4121 ' CONTRACTOR: D II w _ -- I _-.� (EGRESS) ',GRES STELLAR HOME BUILDERS �———��— w 127 HEWITT BLVD ;, A200 CENTER MORICHES, NY 11934 UTILITY/LAUNDRY ___ _ I ! — T. 631-926-1151 '09 ; I I I I J II ----------- -- / O I -- - — ------ ----- ------ -------- --- -- - --- 5 J 9 i F i \/ - - - - 18'-4 FLOORPLAN KEYNOTES , ISSUE/REVISION DATE I I 1. EXPOSED CONCRETE RETAINING WALL A20o FILING SET 03/15/2024 1 I 2. OPENING AT EXISTING HOUSE WALL; S.C.D.O.H.S. SET 08/13/2024 PREVIOUS WALL SHOWN DASHED I ENTRY 3. EXISTINNG HOUSE, SHOWN IN HALFTONE REVISED FILING SET 11/06/2024 1 I I 4. STEPPED 6"x 6"WOOD LANDSCAPE TIE I I STORAGE RETAINING WALL ANCHORED TO GROUND oo W/STEEL TIES AREA OF PROPOSED ADDITION 5. STEEL_GARDEN EDGING 6. EXISTING GRAVEL DRIVEWAY 7. IN-GROUND STONE PAVER ON SAND BED FF ELEV. 8. IN-GROUND WOOD DECK ON SLEEPERS, UP 19 R I (29'-0"ASL)+0'-0" NOTES: @.6„ I I E1 -- SET IN GRAVEL BED EA. I I 9. NEW WINDOW UNIT, TO MATCH EXISTING I I THROUGHOUT HOUSE I I UP 18 R 10. EXISTING WINDOW UNIT TO BE REUSED I I @ 6 3/4"EA. 11. WOOD SIDING AT EXTERIOR OF ADDITION TO MATCH WD-3 FINISH AND SPACING; CRAWLSPACE NOTE: 1 I I STAINEC IN GREY SEMI-TRANSPARENT STAIN. PROVIDE CRAWLSPACE VENTILATION PER R408.1 A300 I - I I DN 4 R DECK I I I EA. FF ELEV. I i j -0' 0 I I \V I I cli ; _ I1 1/4":12" -- 2 I I I I�--------- 04 I I I r- - - I I I I I N I I I I I I I CARPORT I I I A200 _ FF ELEV.oL I / 2 ! I I A300 6 .- I I ( ) DRAWING TITLE: PROPOSED ADDITION I I I I I FLOOR PLAN & ROOF PLAN i I I I I I ROOF PLAN KEYNOTES i I 1. EPDM SYNTHETIC RUBBER ROOFING MEMBRANE DRAWN BY: RZ W/30 YEAR WARRANTY, TYP. BUILT UP TO SLOPE I CHECKED BY: RZ I I I I � AS INDICATED i I I I I 2. ZINC-COATED COPPER SCUPPER & 3" LEADER I ————————— ———— ————————————i j 1 CONCEALED BEHIND RAIN SCREEN SCALE: AS INDICATED I I I -————————— ———— ——————————— I 3.j PARAPET W/ZINC-COATED COPPERiCOPING PRINT DATE: 11/06/2024 I I I 1 A200 4. EXIST. HOUSE SHOWN IN HALFTONE PROPOSED ADDITION ROOF PLAN ------- ----------- -------------- DRAWING I --------- I 1/4"=1'0" �RED� C,'�u., ... NUMBER: -- ------ -------------- ---------- �`� A 100 I I I I I I N ��� GD 1' ys° ', w I I I I �� - Ai• { I �_J L—� r-----------------J `` '" U.� f r L-------------------'-- - ---- ----J V�,,� PROPOSED ADDITION FLOOR PLAN -1 EXIST. DWELLING FIRST FLOOR 03 N 9 F 93� OF N SHEET NUMBER: 40F7 LEVIN HOUSE ADDITION 29821 MAIN ROAD ORIENT, NY 11957 #2982, LONG ISLAND SOUND 25 25 2 _. ORIENT A300 KEY PLAN (NTS)® i i PROJECT TEAM ao i - - -- ARCHITECT: - - _- RODRIGO ZAMORA ARCHITECT PLLC - ------.----- _- ___ 416 OCEAN AVENUE#75 ' I - BROOKLYN NY 11226 ,� \--- =-- - _ - -- - - -__- -.-_-__ . -- . - --- - -- - - -- .... . - - - ' - -- - - - -- . ..... "-- -- -- --- - - -- -__ ---- -- - - - ---_ _ ---- -- - --- -\------ -------- - _ -- - - --- UPPER LEVEL F.F.E. T. 917-684-4121 - - - - - - - -+10'-0" (39'-0"ASL) CONTRACTOR: STELLAR HOME BUILDERS --_ 127 HEWITT BLVD --- .. ....--- --- - --... -- - - - --- CENTER MORICHES, NY 11934 T. 631-926-1151 --- - -- --- -- --- - - 02 LOWER LEVEL F.F E AM o _ - _ J - -- - - - -- - - - - - --- - -- -- +0- - - - _ „ 0 90AS -- - - - -- - - - - - - CAR T • ,. .Y • _z�..._._: -- - - - - --- LEVEL -2'-0" (27'-0"ASL) ISSUE/REVISION DATE WD-1 FILING SET 03/15/2024 S.C.D.O.H.S.SET 08/13/2024 REVISED FILING SET 11/06/2024 PROPOSED ADDITION - SOUTH ELEVATION 2 1/4"=11011 NOTES: ELEVATION KEYNOTES 1. EXIST. HOUSE SHOWN IN HALFTONE. 2. NEW WOOD SIDING TO MATCH EXIST. 0 1 ' 1 A300 o j _ o? - - - - - - ---- - - - - -" -- - - UPPER LEVEL F. . ---------- --- - -- N +10'-0" (39'-0"ASL) __ _- -- -- --- DRAWING TITLE - - - - 2 PROPOSED ADDITION _ -- - -- - " - - - EXTERIOR ELEVATIONS 01 DRAWN BY: RZ CHECKED BY: RZ - SCALE: ASINDICATED - - . . LOWER L(VEL F F E +0'-0" 29'-0"ASL) ` PRINT DATE: 11/06/2024 CAR- - " -- -- - - - - - - - - - --- - -- - - - - _. .. -- - - - - - -- - -- - - - - - - -- - - -- - -- - -- -- - -- - PORT LEVEL -2-0 (27-0"ASL) DRAWING NUMBER: A 200 Q�`C,0 Q-' PROPOSED ADDITION - NORTH ELEVATION '9T �3931�, 1 O �0P NV-*l SHEET NUMBER: 1/4"=1'0" 5 OF 7 GENERAL FOUNDATION / FOOTING NOTES GENERAL RETAINING WALL NOTES LEVIN HOUSE 1. BOTTOM OF ALL FOOTINGS SHALL BE ELEVATION -7'-0" 1. PRESERVE EXISTING REBAR WHEN DEMOLISHING ADDITION UNLESS OTHERWISE ON PLANS. EXISTING RETAINING WALL FOR NEW NORTH RETAINING WALL EXTENSION. NORTH ADDITION RETAINING WALL TO 2. PROJECT ELEVATION 0'-0" IS 29'-0" ASL. MEET NY STATE RESIDENTIAL CODE (IRC) MIN. REQS �-- 29821 MAIN ROAD AND TO BE 12" THICK MIN. CONCRETE WALL ORIENT, NY 11957 3. ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN REINFORCED WITH #5@16" O.C. - --- - ------ SOIL OR COMPACTED STRUCTURAL FILL WITH A MIN. ALLOWABLE BEARING CAPACITY OF 3 TONS PER 2. IF EXISTING REBAR AND FOOTING DIMENSIONS OF - - - -- -- - - - SQUARE FOOT. IF SUITABLE BEARING SOILS ARE NOT EXISTING NORTH RETAINING WALL SIGNIFICANTLY FOUND AT BOTTOM OF FOOTING ELEVATIONS SHOWN DIFFER FROM THE REQUIREMENTS FOR THE LONG IS _ 921 LAND SOUND HERE, CONTRACTOR IS TO EXCAVATE TO SUITABLE CONTINUATION OF THE NORTH RETAINING WALL, PAUSE BEARING AND EITHER EXTEND FOOTING DOWN OR CONSTRUCTION AND NOTIFY ARCHITECT. PROVIDE COMPACTED STRUCTURAL FILL PER REQUIREMENTS OF GEOTECHNICAL REPORT. 3. NEW PERMITER FOUNDATION WALLS AT CRAWL SPACE - - 25 TO MEET NY STATE BUILDING CODE (IBC) MIN. REQS. 4. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND TO BE REINFORCED 12" THICK MIN. CONCRETE AND LAYOUT NOT SHOWN HERE. WALLS. REINFORCE WITH #4@24" O.C. VERTICAL AND 25 HORIZONTAL, INSIDE FACE. ORIENT 5. ALL NEW FOOTINGS TO BE 2'-0" WIDE X V-0" THICK s CONTINOUS REINFORCED CONCRETE FOOTINGS, 4. AT CONNECTIONS BETWEEN NEW AND OLD CONCRETE TYPICAL. REINFORCE WITH #4@12" O.C. SHORT WAY AND WALLS, DOWEL IN HORIZONTAL BARS TO EXIST. KEY PLAN NTS (3) #4 LONG WAY. CONCRETE WALL WITH A MIN. 6" EMBED. PROVIDE 24" LAP WITH HORIZONTAL BARS AT NEW NORTH RETAINING 6. SEE TYP. DETAILS ON SHEET S-100 FOR TYP. FOOTING WALL ADDITION. DETAILS. PROJECT TEAM GENERAL FRAMING, NAILING & STRAPPING NOTES ARCHITECT: RODRIGO ZAMORA ARCHITECT PLLC 1. SIMPSON H1 TIE AT EACH ROOF JOIST/ RAFTER. 416 OCEAN AVENUE#75 EXISTING HOUSE UPPER LEVEL BROOKLYN, NY 11226 2. NEW PERIMETER STRUCTURAL FRAMED WALLS TO BE BEYOND T. 917-684-4121 2X6 MIN. STUD SIZE, WITH 1/2" NOMINAL (15/32" ACTUAL) PLYWOOD (2) SIDES AND 8D @ 4"/12" PLYWOOD NAILING _____ _ _. _._"__... CONTRACTOR: EDGE/INT. STELLAR HOME BUILDERS EXISTING DECK RAILING 127 HEWITT BLVD 3. ANCHORE SOLE PLATE WITH 1/2" DIA. A307 ANCHOR BEYOND CENTER MORICHES, NY 11934 BOLTS AT 24" O.C. ____ - _-- ___.--- - .. __ .. _...._.- T. 631-926-1151 4. (1X) HDU5-SDS2.5 SIMPSON HOLDOWN AT NEW BUILDING FRAMED CORNERS WITH 5/8" DIA. 24" LONG ANCHOR RODS.do _ . ._ . .. . . .. ._. .... .. .. __._ -- - - -- I 1 EXISTING HOUSE UPPER LEVEL BEYOND SHOWN IN HALFTONE 5. ALL ROOF RAFTERS TO BE 2X12 DOUG FIR #2 OR - - - --- -- - - - - - ' t , BETTER SPANNING EAST WEST. - -- _ - EXISTING WOOD DECK ON EPDM ROOFING, SLOPE TO DRAIN _ I - ---- -. v EPDM ROOFING 6. SEE DETAILS ON SHEET S-100 FOR TYP. FRAMING --` I' SLEEPERS BEYOND CONNECTION TO CONCRETE WALLS. 3" RIGID INSULATION W/ 1/2" 3" RIGID INSULATION W/ 1/2" POLYISO COVERBOARD __ ____ _______ .._._ _.___-..__. _.I ISSUE/ REVISION DATE 1 POLYISO COVERBOARD FILING SET 03/15/2024 - - - -- - ME TAL COPING - METAL COPING S.C.D.O.H.S.SET 08/13/2024 UPPER LEVEL F.F.E. _ - -. • REVISED FILING SET 11/06/2024 - 3 - SL) HORIZ WD SIDING OVER VERT FURRING STRIPS TO MATCH EXISTING K WRB y; ,,: Ju -- SLOPE FINISH GRADE AWAY FROM WALL WRB f' (GI J4\ NOTES: ° '/`ram `, "V METAL FLASHING ; HORIZ WD SIDING OVER VERT BLOWN IN DENSE PACK 2x12 CEILING RAFTERS - DOUG FIR , _ _ r FURRING STRIPS TO MATCH 3. - Tom'' :' CELLULOSE INSULATION I INSECT SCREEN #2 LUMBER OR BETTER-SPAN BETWEEN 2X12 ROOF RAFTERS ; " . EXISTING PARALLEL TO RETAINING WALL 1= ' - CEMENT BOARD SOFFIT _--= METAL FLASHING BARRIER INSECT AIR I ,' OVER 2 RIGID INSULATION � 6 ry DROP PER RCP.CEILING, 11 GWB INSECT SCREENPTD PTD GWB DROP CEILING DROP PER RCP CEMENT BOARD SOFFIT VAPOR PERMEABLE i OVER 2" RIGID INSULATION AIR BARRIER Q BLOWN-IN DENSE-PACK _ -_ { w J CELLULOSE INSULATION 1 �> LU LLI { _ I a z NEW WINDOW TO MATCH EXIST. O d U PTD GWB 0= O 1 F- 1 i w 5" RIGID INSULATION =- - ALUM. SILL p -:_ S ,I LL CONC. FOUNDATION WALL p _ -'_ - -_ 1 _ -. .... - L." DAMPPROOFING W/ ASPHALT-IMPREGNATED{ CRAWLSPACE NOTE:HORIZ WD SIDING OVER VERT ! PROTECTION BOAR . FURRING STRIPS TO MATCH PROVIDE CRAWLSPACE EXISTING ALUM SILL - VENTILATION PER R408 1 1, f: __ i RIGID INSUL BLOWN-IN DENSE-PACK - _ -- CELLULOSE INSULATION RIVEROCK fl. I ' I MTL EDGING --- # WD FLOOR I _- ___.f:; fi I r, MTL EDGING SLOPE FINISH GRADE WD FLOOR AWAY FROM WALLSLOPE FINISH GRADE AWAY .' LEVEL FFE j FROM A � - +0'-0" (29'-0'1A DRAWING TITLE I I I� I ul fI NEW FOUNDATION WALLS AT CRAWL SPA , W I � ri i - WALL SECTION DETAILS �' • f� __ I— - ---i - 'ail-- - I .J.,�.'r U'%"C�=' �=/` J�, J _ .5'~ti ../ , __ _ I _ __ _-- -- -- -- _ „ MEET NY STATE BUILDING CODE (IBC) MIN. REQS. -- _- AND TO BE REINFORCED 12 THICK MIN CONCRETE BLOWN-IN DENSE-PACK WALLS. REINFORCE WITH #4@24 O.C. VERTICAL :: _I_I . --- - ---- - CELLULOSE INSULATION -- — AND HORIZONTAL, INSIDE FACE. CAPILLARY BREAK 2" POLYISO INSULATION -_ - ---I-I--:-j = FILTER FABRIC __-I--I- .=;,I'-.i--i--' - _ -;- - 21 POLYISO INSULATION - FILTER FABRIC DCHRAEWCKNE BDY B:Y RRZZ,ti- SLOPE TOP OF FOOTING WITH MORTAR VAPOR BARRIER III; :I il: _ Ili. I -I ,�.-,,;` •,�,�Y- I —_-_ i 11 ___ - 3/4 MIN. RIVERROCK 3/4" MIN. RIVERROCK SCALE: AS INDICATED � --�- -_'1--- I _ill_ -_-=ICI - _ I --- �:I---- ! =1 II--_ •II --_`� �.<�s.-;�= `�_ u_, I— I I— II I '� PRINT DATE: 11/06/2024 T EF- — I ... .- - -� C, ,, � L- '�-, � .. l.ry ---- - I — I — - I. -..- _ !.,I —I i!I--_--s I i ---: � � - -�.?.'. :;1,. ,T.C.n /�, ,_. ...� ,.. ..-.i ,,.t "!''.y. =l'• „'',%..��:�','l:'=.��:''��: " �. �.... ,>..�� �`'„w�,- 6 - i�I• 4 CONT. PERFORATED DRAIN PIPE T 4 CONT. PERFORATED DRAIN PIPE TO ✓'-F�-1=�`✓'•.�.✓vo ..> >C. .�., �.Cc� .Ii � -- `Y � _� t .� ..r,_ .. r - :I�I-- i I I-- —�I' -- -- _—= 4 , ...r., _.�.>. ._,1"'.•_i'ti./ ...�`... YY =-! --- _ ---- -- --- I! _— - 'I- —!(i -- I ., � ..,_ fi,' s-.�,t�:..�...�_ �;C.,. t- I -'---- ` DRYWELL - �` - DRYWELL —,• I I --i---i_---_I-_I._, _---_.__I_II_.-.:--_.-.-. ' -�•-.--�I'II-_`-.-----.'�,''-III I,---_-—I,II.----—I I—_I�_.-__--I'I II=-I-::'___-I-I i--'I-__ ---!-_--"-.___-----II—_!:—:I-.I,I_�-.....-l�iI:�.-_I-'{-"--I._-..-::_�_II_I:.__-II—!''-I--_�",;",.-_-__`--.-.,.''.:�--,I�II_-.------_':_;_;�-----_'—;I.__��-_:-S-_-L�'-'-R:_i_I�--r-:--•. J._��.;�_��I_�7::_'I-I��-`1-_--,-_—�-�!-_ ONCRE TE FOOTING;ALL NEW FOOTINGS BE21-0"WIDE -01 THICK CONTINOUS „e,... b NUMBER:- DRAWING - I CONCRETE FOOTING,ALL NEW FOOTINGS TO BE2-0"WIDE X1 -01 THICK CONTINOUS 71, ,I II_.___ „I,. REINFORCED CONCRETE FOOTINGS, REINFORCED CONCRETE FOOTINGS, IIII; ,� ; , TYPICAL. REINFORCE WITH#4 12" O.C. TYPICAL. REINFORCE WITH#4 12" O.C. >"v A300 .A SHORT WAY AND (3)#4 LONG WAY. SHORT WAY AND (3)#4 LONG WAY. WALL SECTION - EAST WEST - ADDITION WALL SECTION - NORTH SOUTH - ADDITION110H 3/4 3/4"=1'0" -,TM (?3c3 05 .` ' w SHEET NUMBER: .,...-� 60F7 FOUNDATIONS LEVIN HOUSE 1. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING MINIMUM BEARING CAPACITY OF 6000 PSF. AS SPECIFIED BY THE GEOTECHNICAL EVALUATION (PREPARED BY J.R. HOLZMACHER, DATED MARCH 3, 2016). ADEQUACY OF BEARING STRATUM SHALL ADDITION BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE. ALL NECESSARY ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. CONTRACTOR'S OPTION TO PROVIDE COMPACTED STRUCTURAL FILL FROM TOP OF ADEQUATE SOIL TO BOTTOM OF FOOTING IN LIEU OF EXTENDING FOOTING DOWN. 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE AND HAVE ATTAINED 29821 MAIN ROAD THEIR 28 DAY STRENGTH. ORIENT, NY 11957 3. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 4'-0" BELOW FINAL GRADE. 4. CONCRETE SHALL BE POURED IN DRY EXCAVATIONS. CONTRACTOR SHALL NOTE SOIL AND WATER CONDITIONS AS SHOWN BY LEDGERN L? ANGLE; TYPICAL BETWEEN LEDGER AND BLOCKING BORINGS AND DEPTHS OF FOOTING AS SHOWN ON FOUNDATION PLANS. PROVIDE WEB STIFFENERS AT TJI LOCATIONS #2982' FACE-MOUNTED JOIST HANGERS LONG ISLAND SOUND �k CONCRETE TOP OF INTERIOR FRAMING BY SIMPSON OR APPROVED EL. SEE PLAN L . - . - . - . _ . _ - T.O. FINISH FLOOR EQUAL 1. ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS. / EL. SEE PLAN T.O. INTERIOR FRAMING A. AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" j T.O. JOISTS EL. SEE PLAN L . - - - - - T.O. FINISH FLOOR 25 �// EL. SEE PLAN (ACI 318), LATEST EDITION PER GOVERNING BUILDING CODE. �/ EL. SEE PLAN y// B. ACI "MANUAL OF CONCRETE PRACTICE" LATEST EDITION y/ _ _ _ _ - %/ o T.O. JOISTS C. CONCRETE REINFORCING STEEL INSTITUTE CRSI "MANUAL OF STANDARD PRACTICE" LATEST EDITION / P % EL. SEE PLAN 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS, TJI/LVL FLOOR JOISTS �/ P 25 SEE PLAN FOR REINFORCING // � �� SEE PLAN FOR REINFORCING / � � � ORIENT UNLESS OTHERWISE NOTED. % o FACE-MOUNTED JOIST HANGERS BY SIZE AND SPACING / s SIZE AND SPACING �r 1 // it, SIMPSON OR APPROVED EQUAL �/ i. TJI\LVL FLOOR JOISTS 3. REINFORCING STEEL Sf ALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 OR A775 EPDXY COATED WHEN CALLED OUT ON PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI "DETAILS AND DETAILING OF REINFORCEMENT", FULL DEPTH BLOCKING TO / o (ACI 315), LATEST EDITION. MATCH DEPTH OF JOISTS / WEB BLOCKING AT TJI JOISTS. KEY PLAN (NTS)® 4. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064, WITH A MINIMUM YIELD STRENGTH OF 65,000 PSI. CONTINUOUS 3Y"x JOIST DEPTH PSL LEDGER W/ 3/" DIAMETER HILTI HIT HY150 MAX. y CONTINUOUS 3Y2% JOIST DEPTH PSL LEDGER 5. REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A706 GRADE 60. EPDXY ADHESIVE WITH 5" EMBEDMENT AT W/ Y4" DIAMETER HILTI HIT HY150 MAX. PROJECT TEAM 16" O.C. STAGGERED. PROVIDE A MINIMUM EPDXY ADHESIVE WITH 5" EMBEDMENT AT 6. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES. MINIMUM CONCRETE OF (3) THREADED RODS PER LENGTH OF 16" O.C. STAGGERED. PROVIDE A MINIMUM ARCHITECT: BETWEEN SLEEVES SHALL BE 6". LEDGER OF (3) THREADED RODS PER LENGTH OF RODRIGO ZAMORA ARCHITECT PLLC 7. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. NOTES: NOTES: LEDGER 416 OCEAN AVENUE#75 1. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED BROOKLYN, NY 11226 8. PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS: MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES, 1. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED T. 917-684-4121 SLABS: %" MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. BEAMS, COLUMNS: 1Y" CONTRACTOR: FOOTINGS: 3" FOUNDATION WALL SECTION @ FOUNDATION WALL SECTION @ STELLAR HOME BUILDERS EXTERIOR WALLS: 2 FOR #6 OR LARGER, 1Y FOR #5 OF SMALLER INTERIOR WALLS: %4 JOISTS PARALLEL TO LEDGER BEAM JOISTS PERPENDICULAR TO LEDGER BEAM CENTER MOR HES, NY 11934 9. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO T. 631-926-1151 CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 10. CLEAN AND ROUGHEN TO Y4" AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR TO PLACEMENT. 11. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERT AND EMBED ITEMS, 12. REINFORCING DOWELS, WATERSTOPS AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED PRIOR TO CONCRETE PLACEMENT. "WET-SETTING" OF EMBEDDED ITEMS IS NOT PERMITTED. FRAMING LUMBER 1. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: SIMPSON SSP TIE AT INTERIOR STUD WALL EACH STUD, SEE NOTE 3 INTERIOR STUD WALL ISSUE/REVISION DATE A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, "TIMBER CONSTRUCTION MANUAL" LATEST EDITION. ! (NON-STRUCTURAL). SEE (NON-STRUCTURAL). SEE FILING SET 03/15/2024 B. NATIONAL FOREST PRODUCTS ASSOCIATION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION," LATEST { ARCH'L DWGS SEE S-206 FOR ANCHOR BOLTS AT ARCH'L DWGS S.C.D.O.H.S.SET 08/13/2024 EDITION. SHEAR WALLS. AT PERIMETER BEARING i BEARING WALL ON (2)-2x BEARING WALL ON (2)-2x WALLS, PROVIDE Yz" DIAMETER A307 CONTINUOUS PRESSURE REVISED FILING SET 11/06/2024 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED, SHALL BE SURFACED DRY (EXCEPT STUDS, WHICH SHALL BE KILN SIMPSON SSP TIE AT CONTINUOUS PRESSURE ANCHOR BOLTS AT 4'LAM O.C. TREATED SILL PLATES DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE: EACH STUD, SEE NOTE 3 i TREATED SILL PLATES I SIMPSON L ANGLE; TYPICAL RAFTERS AND JOISTS: DOUGLAS FIR-LARCH #2 OR HEM FIR #2 I 1 1 BETWEEN BLOCKING AND RIM BOARD BEAMS, GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 CONTINUOUS WATERSTOP, ( CONTINUOUS 1Y" LSL CONTINUOUS 1Y4" LSL STUDS AND PLATES: DOUGLAS FIR-LARCH STUD GRADE OR HEM FIR STUD GRADE TYPICAL RIM BOARD RIM BOARD I 1 TJI/LVL FLOOR JOISTS T.O. FINISH FLOOR CONTINUOUS WATERSTOP, 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE: � - - _ _ _ _ T.O. FINISH FLOOR POST AND TIMBER: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 T.O. FOUNDATION STEM . _ EL. SEE PLAN TYPICAL _ EL. SEE PLAN BEAMS AND STRINGERS: DOUGLAS FIR-LARCH #1 OR HEM FIR #1 EL. SEE PLAN T.O. JOISTS T.O. FOUNDATION STEM _ T.O. JOISTS NOTES: EL. SEE PLAN EL. SEE PLAN EL. SEE PLAN All 4. PRESERVATIVE-TREATED WOOD: PROVIDE TREATED LUMBER COMPLYING WITH ACQ-D (CARBONATE). COPPER AZOLE (CA-B), OR - T.O. INTERIOR SHELF �\'T\'7�7� T.O. INTERIOR SHELF T.O. INTERIOR SHELF SODIUM BORATE (SBX (DOT) WITH NaS10/2) AT ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY, OR AS OTHERWISE - �\ \ \ \ INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. ACZA TREATMENT IS NOT PERMITTED. TREATED LUMBER AND/OR PLYWOOD EL. SEE PLAN. EL. SEE PLAN T.O. INTERIOR SHELF •:'i SHALL BEAR THE LABEL OF AN ACCREDITED AGENCY SHOWING 0.40 PCF RETENTION. WHERE LUMBER AND/OR PLYWOOD IS CUT OR EL. SEE PLAN EL. SEE PLAN DRILLED AFTER TREATMENT, THE TREATED SURFACE SHALL BE FIELD-TREATED WITH COPPER NAPTHENATE (THE CONCENTRATION OF TJI/LVL FLOOR JOISTS FACE MOUNTED JOIST HANGERS WHICH SHALL CONTAIN A MINIMUM OF 2% COPPER METAL) BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD WEB BLOCKING AT TJI JOISTS , 8Y SIMPSON OR APPROVED EQUAL ABSORBS NO MORE PRESERVATIVE. REFER TO NOTES 2 AND 3 FOR SPECIES AND GRADE OF WOOD UNLESS OTHERWISE NOTED ON SEE PLAN FOR REINFORCING SEE PLAN FOR REINFORCING WITH WEB STIFFENERS PLAN. SIZE AND SPACING (2)-2x CONTINUOUS SILL SIZE AND SPACING © TJI'S - TYPICAL i PLATE-PRESSURE TREATED 5. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING, BLOCKING, FIRE STOPPING, ETC., SHALL CONFORM TO THE LATEST EDITION + FULL DEPTH BLOCKING TO OF THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND ITS SUPPLEMENTS AND SHALL BE INSTALLED IN SEE SHEAR WALL SCHEDULE FOR ANCHOR MATCH DEPTH OF JOISTS ACCORDANCE WITH THE NFPA "MANUAL FOR HOUSE FRAMING" OR THE GOVERNING LOCAL/STATE BUILDING CODE. BOLTS AT SHEAR WALLS. AT PERIMETER BEARING WALLS, PROVIDE Y" DIAMETER (2)-2x CONTINUOUS SILL 6. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF: THE GOVERNING LOCAL/STATE BUILDING CODE, (LATEST NOTES: A307 ANCHOR BOLTS AT 4'-0" O.C.; NOTES: PLATE-PRESSURE TREATED EDITION), OR THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES. LOCATE WITHIN 12" OF CORNERS; 7" SEE SHEAR WALL SCHEDULE FOR 1. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED MINIMUM EMBEDMENT 1. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED ANCHOR BOLTS AT SHEAR WALLS. MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. AT PERIMETER BEARING WALLS, 7. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM HANGERS, MINIMUM 18 GAUGE, INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 2. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE 2. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE PROVIDE Y2" DIAMETER A307 PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S ANCHOR BOLTS AT 4'-0" O.C.; 8. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLLAM, STEEL OR FLITCH-PLATE GIRDER, SET THESE GIRDERS 1/2" CLEAR RECOMMENDATIONS. RECOMMENDATIONS. LOCATE WITHIN 12" OF CORNERS; (MIN.) BELOW TOP OF FRAMING LUMBER, TO ALLOW FOR SHRINKAGE. 7" MINIMUM EMBEDMENT 9. STUD BEARING WALLS ARE TO BE 2 x 4 @ 16"o/c. AT THE INTERIOR AND 2 x 6 @ 16"o/c. AT THE EXTERIOR, UNLESS NOTED FOUNDATION WALL SECTION @ JOISTS FOUNDATION WALL SECTION @ JOISTS OTHERWISE ON PLAN. BEARING ON FOUNDATION WALL WITH INTERIOR PARALLEL TO FOUNDATION WALL WITH IiNTERIOR_ 10. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW, WHERE REQUIRED INSTALL ADDITIONAL STUDS. LEDGE AND STEM LEDGE AND STEM 11. LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. 12. STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES. 13. USE DOUBLE STUDS ® ENDS OF WALL AND ENDS OF WALL OPENINGS. 14. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" (NOM.) AT INTERIOR WALLS AND 6" (NOM.) AT EXTERIOR WALLS UNLESS OTHERWISE NOTED. DRAWING TITLE: 15. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. ° 16. PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8' o/c. d • WATERSTOP . STANDARD STRUCTURAL 17. BUILT UP BEAMS LESS THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 2 - 16D NAILS @16"o/c. BUILT UP BEAMS GREATER CONCRETE SLAB ° 2" COVER MIN. (OR AS REQ'D DETAILS THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 3 - 16D NAILS ®16"o/c. x6 W2.0 x W2.0 W.W.F. BY WATERSTOP MANUF.) NOTES: 6" • ° • 1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS 18. WHERE THERE IS NO PLYWOOD WALL SHEATHING, PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF STUD WALLS AT EACH FLOOR. WHERE EACH SINGLE STRIP DOES NOT EXCEED 36 TIMES (1" x 4" BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING WITH 2 - 10D NAILS.) �c--�-b a x�x ° x o DRAWN BY: RZ SLAB THICKNESS WIDTH IN INCHES. 19. ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH Y2" DIA. HEADED ANCHOR BOLTS (ASTM �- a a p p CHECKED BY: RZ F1554) Q 4'-0" O.C. AND WITHIN 12" OF ALL SILL PLATES SPLICES. (MIN, 7" EMBED.) WATERSTOP :° � 2. SAWED CONTRACTION JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB SCALE: AS INDICATED • • THICKNESS. JOINTS SHALL BE SAWED NO LATER THAN 24 PRINT DATE: 11/06/2024 HOURS AFTER CONCRETE IS PLACED. /j�/j�/j�%�/j�/j.//i//i//i//i//i i//i �//i�/j�/j� • d . \\//\�//\�// VAPOR BARRIER 3. GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE DRAWING 10 MIL POLYETHYLENE VAPOR BARRIER (NOT REQUIRED AT • �\i�\i� 6" GRAVEL OR CONTENT. `L. NUMBER: a . CRUSHED STONE ♦ AGO ,, F7 UNDISTURBED EXTERIOR SLAB ON GRADE) 4. AT UNREINFORCED RAT SLAB, REINFORCEMENT SHOWN HERE -100 (� SOIL OR FILL UNDISTURBED SOIL IS NOT REQUIRED. " �Y�: �;�::t-::� k 6 GRAVEL OR OR FILL ( ! CRJSHED STONE SLAB ON GRADE SLAB-ON-GRADE & WALL INTERFACE qT 0931 SHEET NUMBER: TYPICAL DETAILS SLAB ON GRADE 7OF7