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HomeMy WebLinkAbout48251-Z 42 Monta k Ave East Hampton , NY 11937 ABBREVIATIONS: PROJECT SCOPE: ABBREVIATIONS: SITE STUDY PLAN ONLY DEMO (E) 24 S.F. POWDER ROOM LOCATED IN ENTRY FOYER. ENLARGE ENTRY FOYER (+80 S.F.) & ADD A LARGER POWDER ROOM (40 S.F.). CREATE NEW A 6 A i T SEE CERTIFIED SURVEY FOR MORE DETAILED INFORMATION. �.��� CONDITIONED HALLWAY CONNECTION 280 S.F. FROM MEN 9111 loll k Al AB Anchor Bolt IBIM I BEAM T Top/Tread/Toilet ( ) ABV Above IDS Inside Diameter TO Top of ENTRY FOYER TO UNFINISHED BARN. FINISH BARN AND Distinguished Design & Drafting AC Air Conditioning IG; Insulating Glass T&B Top& Bottom �� CREATE A REC AREA / OFFICE (486 S.F.), STORAGE AD Ash Dump/Area Drain/ W Inches T&G Tongue&Groove 0 0 �,� ROOM (38 S.F.), FULL BATHROOM (54 S.F.), AND Above Datum INICL Include (d), (ing) T&S Tape&Spackle 5 0 CHANGING ROOM (45 S.F.) WITH DIRECT ACCESS TO ADJ Adjacent INIFO Information TEL Telephone ti AFF Above Finish Floor INISP Inspection TEMP Tempered/Temporary/ _� 1 POOL & PATIO. 6 31 3 7 7 - 2 0 7 7 ALT Alternate/Alteration INIST Installation Temperature j a r i o s d w g@ g m ail . c o m AMSL Above Main Sea Level INISUL Insulated/Insulation TOF Top of Footing -n PROP. PROP. APPROX Approximate INIT Interior TG Tempered GlassFENCE CONSULTANTS: .- PERGOLA AVG Average IN'IV Invert TH Thick Brian TerBush PE THKST Thickset �_'� B THRU Through p c PROPOSED B Bottom JST Joist TNSM Transom rr c. PRIA'ACY . COD EXISTING BLDG 76 Bay Road B/O Bottom of JTF Joint TO FL Top of Floor _ _ BUILDING CODE DATA ,II,,,,.��I�/, r.aNnsc,�PINC. " CODE&2020 NYS Halesite, New York 11743 RESIDENTIAL CODE T: 516 457-3738 BLW Below TOS Top of Steel ( ) BD Board/Below Datum K TOW Top of Wall PI OP. BLDG Building PROPOSEn "/ 9 K�F Kitchen Exhaust Fan TPO Thermoplastic Polyefelin = PROP. CLIMATE AND GEOGRAPHIC DESIGN CRITERIA: er us gmal .coin PRI\'ACl '\"); (E) I STORT CONNECTION BLK Block KIIP 1000 Pounds TV Television 1 ANDSCAPING BARN GROUND SNOW LOAD: BM Beam KI1T Kitchen TYP Typical _"'�" BP Beam Pocket/Base Plate _' (710 SF) I I "' ' ° ° �7s1 SF) BOS Bottom of Steel G' WIND SPEED: 130 MPH MI U = + , SEISMIC DESIGN CATEGORY: CATEGORY B BOT Bottom MI Meter(s)/Men's UBC Uniform Building Code O BUILDINGS SUBJECT TO DAMAGE FROM: BPL Bearing Plate M1ACH Machine _ _ 1 R _ ��lll\�III/f\ F / SEISMIC DESIGN CATEGORY: SEVERE ; UC Under Counter a- - BRG Bearing MINRY Masonry UL Underwriters Laboratories ^° "' O FROST LINE DEPTH: 3' 0" BELOW FINISH GRADE s BSMT Basement M1ATL Material UNEXC Unexcavated i (-s) ST' TERMITE INFESTATION PROBABILITY: MODERATE TO HEAVY I BTWN Between M1AX Maximum UNFIN Unfinished O .J�N 2 9 POZ DECAY PROBABILITY: SLIGHT TO MODERATE 1 BYD Beyond MIB Moisture Barrier UG Underground MICW Mineral Core Wood UON Unless Otherwise Noted WINTER DESIGN TEMPERATURE: 11° F �'9 i°, y.,..,. y C MIECH Mechanical UTIL Utility 1 --' / '� 5('•1 � ICE SHIELD UNDERLAYMENT REQUIRED: YES i�'•"'� '1t C Courses MIEMB Membrane UV Unit Ventilator/Ultraviolet r FLOOD HAZARD: NOT APPLICABLE CBU Cement Backer Unit MIEZZ Mezzanine STRUCTURAL DESIGN REF STANDARD: WFCM 2018, PRESCRIPTIVE CFM Cubic Feet per Minute MIFR Manufacturer/ V �, ENGINEERED METHODS Cl Cast Iron Manufacturing V Vent (E) STORY nIVELLINc: THIS PROJECT IS LOCATED IN THE WIND BORNE DEBRIS REGION CJ Control Joint WIN Minimum/Minute (2,835 SE) 1 CL Center Line/Closet/Clear MIISC Miscellanious W CLG Ceiling MIL Micro Lam W Water/Clothes Washer/ CLOSG Closing MIO Masonry Opening Width ZONING DATA. CM Center Match (, ) PERGOLA MIR Moisture Resistant W/ With � `NoOu CMT Cement M1TL Metal W/O Without /tlFc'h 1 LOCAL ZONING DESIGN CRITERIA: CMU Concrete Masonry Units M1TD Mounted WAIN Wainscot CO Clean Out MIUL Mullion WC Water Closet "� �NNO Fl t3K��+h /' O J El �, ( 1,AT�o ZONE: AC (AGRICULTURAL COL Column WD Wood r_ (E) POOL ( CONSERVATION) COMP Compacted N W/D Washer/Dryer O BUILDING OCCUPANCY NYS: R-40 CONC Concrete N North WDW Window CONSTRUCTION CLASS: TYPE VB CO BLK Concrete Block NIIC Not in Contact WF Wide Flange FIRE HAZARD: LOW REVISION SCHEDULE CONN Connect/Connection a Nt0 Number WG Wire Glass O CONT Continuous '' � SCTM: 1000-86-04-6.6 NO. DATE REVISION/ISSUE MOM Nominal WH Water Heater c ` Town Comments: Revise insulation& CT Collar Tie N'TS Not-to-Scale/Non-Bearing WI Wrought Iron O �. 1 07/26/21 remove oven CT'D Coated WP Waterproof CTLVR Cantilevered pi WT Weight 2 09/01/21 CW Cold Water � -_� T COVERAGE A L S. Design Changes: Pass-Through O)A Overall WWF Welded Wire Fabric window size&Hallway Door Style OTC On-Center WWM Welded Wire Mesh 3 06/04/26 Value Engineering&Design Changes D OICV On-Center-Vertically EXISTING LOT AREA= 0.918 ACRES OR 40,000 SQUARE FEET D Penny (Nails)/Clothes Dryer 01D Outside Dimension X DB Dropped Beam O1H Overhead XHCI Extra Heavy Cast Iron _� COVERAGE CALCULATIONS: DBL Double O1HG Overhang XPS Expanded Polystyrene c _`'� TOTAL COVERAGE ALLOWED: 8,000 SQ. FT. (20%) DET Detail 01PG Opening " . ��_0 0 EXISTING COVERAGE: 5,064 SQ. FT. (12%) DG Dropped Girder 0PP Opposite DIA Diameter OiSB Oriented Strand Board SYMBOLS _�� 2 N EXISTING: DIM Dimension O)/ Over DJ Deck Joist O1Z Ounce L Angle ��� HOUSE (CONDITIONED) 2,835 SQ. FT. DL Deck Load � POOL 1,254 SQ. FT. DN Down BARN 710 SQ. FT. P @ At �' PERGOLA 161 SQ. FT. DP Deep Load P Paint(ed) PORCH 84 SQ. FT. DR Door/Drain P(C Poured Concrete [ Channel WARNING: IT IS A VIOLATION OF THE LAW FOR DW Dishwasher PID Post Down ARBOR (DEMO) (DEMO)20 SQ. FT. ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT TO ALTER DWGDrawing PtERIM Perimeter # Number/Pound PROPOSED: ANY ITEM ON THIS DOCUMENT IN ANY WAY. PEERP Perpendicular E PIL Plate/Property Line 1 Perpendicular PROPOSED SITE PLAN ENLARGED FOYER& BATH (CONDITIONED) 100 SQ. FT. EA Each PILAM Plastic Laminate HALLWAY TO BARN (CONDITIONED) 280 SQ. FT. ©COPYRIGHT:2026 EF Exhaust FAN Pl'LAS Plaster QJ Diameter(Round) 1 n _ 20�-6n (N)TRELLIS 16 SQ. FT. THESE PLANS ARE AN INSTRUMENT OF SERVICE EJ Expansion Joist - AND ARE THE PROPERTY OF VARIANA, P PILAT Platform ADDED COVERAGE: 396.00 SQ. FT. INFRINGEMENTS WILL BE PROSECUTED. EL Elevation PILBG Plumbing ELEC Electrical PILYWD Plywood TOTAL COVERAGE: 5,440.00 SQ, FT. ELEV Elevation PINL Panel SEAL: EPDM Ethylene Propylene Diene PIR Pair Monomer PIRE FAB Pre-Fabricated VICINITY MAP: EQ Equal PISF Pounds per Square Foot c C c EQUIP Equipment PSI Pounds per Square Inch Or C ��' E.W. Each Way P;SL Parallel Strand Lumber '`P N TER, EXCAV Exacavate/Excavation P•T Point, Pressure Treate > GJ+ EXH Exhaust P•TN Partition 0 y EXP Expansion PIU Post Up EXIST Existing P"VC Polyvinyl Chloride EXT Exterior P`VMT Pavement C') W F R' F Fahrenheit - � �'` R'. Radius/Riser �;� '� FAB Fabricate R:A Return Air FQ 094621 FAI Fresh Air Intake - RIC Red Cedar , ry�w 10��' FB Flush Beam R;D Roof Drain O SS FBO Furnished B Owner „ i� _ Y R;EBAR Reinforcing Bar f: FD Floor Drain/Fire Damper - R;ECT Rectangular ' FG Flush Girder R;EF Reference/Refrigerator - - - FH Flush Header ;. _,_. ,.m,w...;. . --=- - -(- �, PROJECT. R,EG Registration/Register _ ��" � _ _ _____ FIN Finish R;EINF Reinforced - ' F1 L ;m— --- I � p - FIXT Fixture ] R,EQ'D Required / FJ Floor Joist R;ES Resilient - _ ;.. ., , r 4 -_ ___ ._.�_ P1_1'1",_L_ _:�_-_'.__:_Z_ . .I , f jr- FL FloorFRetaining/ _ & Renovation for. RIET Return ... `_: �aa 1 .� / Addition R I 3 - _ i FLASH Flashing RIEV Revision J«,sei<a i4u..«a.«amr6.&6w.lw...m$de+��-..., toa'.�a» a� �., ca....,i.w... ..0 ,,. ..FDN Foundation RIFG Roofing <.,�.<�� _�.., ...w�,�,...�. �s,a�_: �.�.,__.. '.� -.µ��,_��,:.. FP Fireproofing/Fireplace RIFL Reflected) Elaine FRMG Framing RIG Return Air Grille FT Foot orFeet RIH Right-Hand/Rough Head DRIVEWAY ENTRY VIEW HEAD ON VIEW Reich-Weinberg FTG Footing RILG Railing 2 3 FUR Furring RIM Room RIO Rough Opening G RIR Roof Rafters GA Gauge 2420 Indian Neck Ln. GAL Galvanized S; GC Ground Contact: Si South Peconic, NY 11958 GL Glass/Glazing/Glazed S;A Supply Air GLAM Glue-Laminated Wood S;AB Sound Attenuation Blanket N GND Ground S;AN Sanitary A5 Kr GWB Gypsum Wall Board S;CD Solid Core Door S;CHED Schedule NOTES: PERMIT SET H SCW Solid Core Wood �.F H High SD Storm Drain/Smoke '# , HB Hose Bib -°�K�' " hj��`�• DATE: 06/08/2021 Dletector HC Handicap/Hollow Core SEC Section HCW Hot&Cold Water , SHEET INDEX DRAWN BY: JAR SF Square Feet �, r` ., HD Hold Down/ Heavy Duty/ SFGL Safety Glass ;: High Density S;H Shelf/Shelving y ., `' - . ';°�;, _ SHEET NO. SHEET NAME CHECKED BY: JAR HDH HeavyDuty Hanger an. r- Y 9 SHR Shower > " ' ~- +:: .,. Afn -0.0 PROJECT INFO IT P & SITE LAN r HDR Header < SHT Sheet ;. . - a._ / ,. ',. •: �., - I HDWR Hardware HTG Sheathln ".__.- a-- :. - :_. ' -' - = ==— �_�_ , A�< - i A-1.0 FOUNDATION PLAN S g _ �._ IJ i I HM Hollow Metal SIM Similar - l �� ;j' a, I T�[ ' . ) .., 4 " � PROJECT INFO & SITE PLAN HORIZ HorizontalQ0 , " ; � A-1.1 FIRST FLOOR PLAN SPEC Specification i,. � El HP High Point/Heat Pump "" " i - 9 p SQ Square ,. A-1.2 ROOF PLAN q 1:1 ,. a1: . r - «. _ - HR Hour/Handrail _ SS Stainless Steel i :.: - 2.0 FRONT & LEFT ELEVATIONS AND v . HSS High Strength SteelSound-Transmission :�.. . _� 9 9 STC Class HT Height n 9 STD Standard E „ w • A 2.1 EAR & RIGHT ELEVATIONS AND SCHEDULES SCHEDULES HTG Heating ,TL Structure/Structural R s HVAC Heating, Ventilating, &Air S;UBFL Subfloor St uc A-3.0 SECTIONS & INTERIOR ELEVATION Conditioning SURF Surface HW Hot Water SiUSP Suspended A 4.0 HIGH WIND NAILING DETAILS HWR Hot Water Return A-4.1 HIGH WIND STRAPPING DETAILS S YM Symmetrical SIDE VIEW REAR VIEW HWS Hot Water Supply S'YN Synthetic LJ S'YS System 4 5 E-1.1 ELECTRICAL & LIGHTING PLAN a N O O I(� N O N aD GENERAL FOUNDATION NOTES: 42 Montauk A v e East Hampton , NY 11937 • BUILDER TO VERIFY EXISTING FOUNDATION AND FOOTING DEPTHS ON SITE. • MATCH NEW FOOTING HEIGHTS TO EXISTING. • MATCH TOP OF SPLIT SILL TO EXISTING TOP OF FOUNDATION WALL. t , WALL KEY Distinguished Design & Drafting (EXIST FOUNDATION 3 WALLS NEW 631 3 7 7 - 2 0 7 7 -3.0 FOUNDATION jariosdwg@gmail . com a :•; WALLS — — — — — — — — — — — — — — — — — — — — — — — — — — — — CONSULTANTS: - - - - - - - - - — - - - - - - - - - - - - - - Brian TerBush, PE 76 Bay Road Halesite, New York 11743 T: (516)457-3738 E: bterbush@gmail.com \ � � 31 3/4„ I I 18"x18"x12"FTG W/ I� 8"0 SONO TUBE W/SIMPSON POST BASE TO 6x6 PT POST (E) CONC SLAB 2x6 PT LEDGER -1 2 -3.o (2)2x6 PT BM _ _ _ 7'-2 1/4" 5'-8 1/2" CL 18"x18"x12"FTG W/ I !— I I, PIN FDN WALL&FTGS TO((E) 8"0 SONO TUBE W/20"L#5 BARS-2 @ EACIH W/SIMPSON POST FTG&16"O.C.VERT @ WA1LL I I CO BASE TO 6x6 PT POST � (TYP) 2x6 PTDJ'S - - - - - - - - - - - - - - - - - - - - - - _ I I I I @ 16"O.C. I Q�j I I I I I�% i IF - - - - - - - - - - - - - - - - - - - - - L — — J L _ J _ I 18"x18"x12"FTG W/ 7'-0 1/4" I 12"0 SONO TUBE REVISION SCHEDULE W/SIMPSON POST BASE NO. DATE REVISION/ISSUE TO 6x6 PT POST Town Comments: Revise insulation& 8" I 5'-8 1/4" I 8" I VERIFY(E)SIZE AND DEPTH IN FIELD 1 07/26/21 remove oven /�3, I (BREEZEWAY FOOTING TO MATCH(E)FOOTING HEIGHT) Design Changes: Pass-Through 4 1/2" 3 1/2" 2 09/01/21 Window size&Hallway Door Style 3 06/04/26 Value Engineering&Design Changes r ��:nrF:R- 24 SINGLE STEP ABOVE 3"PC SLAB 0o REINF W/6x6 rn 10/10 wwM V' M CRAWL f.f. 1 SPACE -3.0 N WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. 10'-6" 11'-1 1/8" 2x8 FJ'S @ 16"O.C. STEEP UP FTG (TYP) 2 H©RIZ: 1 VERT GHT.2026 THESE PLYIANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF VARIANA, PIN FDN WALL&FTGS INFRINGEMENTS WILL BE PROSECUTED. TO(E)W/20"L#5 BARS- 2 @ EACH FTG& 16"O.C. I / VERT @ WALL(TYP) ��\ M SEAL: 30 Lo (N)MASONRY OPG UJ O PROVIDE � ✓�, +C `;/ ,- j','j-'-'TENTILATION AS zo 0of x III W/(2)2x HDR 3"PC SLAB �, \�� / O / Lai �l � CREINF W/6x6 / ILL z ; ; I 10/10 wwM CRAWL SPACE FO 094621 I N (N)2x8 LEDGER FASTENED 135° �TO(E)CONIC WALL SSIO�P� L — — _ -- __ — — Cb ----� ^� 111117�1117171211111 CV PROJECT: PIN FDN WALL&FTGS TO(E)W/20"L#5 BARS- 2 @EACH FTG&16" Addition & Renovation for: (E) HOUSE NO I I I VERT @ WALL(TYP) WORK TO BE DONE I I I 8'-3 1/8" Elaine Reich-Weinberg 2420 Indian Neck Ln. Peconic, NY 11958 — — — — — — — — NOTES: PERMIT SET — — — — — — — — — — DATE: / 8/2021 DRAWN BY: JAR CHECKED BY: JAR (E) HOUSE NO WORK TO BE DONE FOUNDATION PLAN FOUNDATION PLAN ,U- 0 (D,O' 1/4" = 1'-0" 2'-0" 4'-0" 8' -o" a M 0 0 N 0 N O N ID GENERAL PLAN NOTES: 42 Montauk A v e East Hampton , NY 11937 (N) DOOR SCHEDULE • PRIOR TO COMMENCEMENT OF WORK GC TO VERIFY WITH CLIENT ANY EXISTING PLANTING TO REMAIN, RELOCATE,AND/OR REMOVE ENTIRELY. TAG COUNT DOOR DIMENSION MANUFACTURER MODEL COMMENTS • ALL NEW CONSTRUCTION DIMENSIONS ARE TO FACE WIDTH HEIGHT OF STUD U.O.N. • DIMENSION OF EXISTING WALLS ARE TO FINISH Vil EXCEPT IN BARN WHERE(E) STUDS ARE EXPOSED. I A D-01 2 63 1/4" 79 1/2" ANDERSEN FWH5468 PROVIDE 3-POINT ACTIVE LOCK MECHANISM 8'-0 3/4" 5'-1" 10'-2" 10'-10 3/4" • ALL NEW EXTERIOR WALLS TO BE 2x6.• ALL NEW INTERIOR WALLS TO BE 2x4 U.O.N. D-02 1 36" 80" 35" 87" • VERIFY ANY REPLACEMENT WINDOW SIZES WITH EXISTING. Distinguished Design & Drafting D-03 2 36" 80" VERIFY ALL WINDOW AND DOOR ROUGH OPENINGS 9 9 9 D-04 1 32" 80" WITH MANUFACTURER PRIOR TO INSTALLATION. D-05 1 32" 80" DUTCH DOOR 3 DOUBLE 2x6 AT ALL WINDOW FRAMING. D-06 2 30" 80" 7rTEMP. D-07 1 32" 80" 631 377 - 2077 ATIONARY jariosdwg@gmail . com 80"CEILING HEIGHT GLASS 80"CEILING HEIGHT WALL KEY CONSULTANTS: J - o- EXIST WALLS Brian TerBush, PE (N) WINDOW SCHEDULE � F`1M — — — F_ —� _ _ _ _ _ _ _ _ — — 76 Bay Road TAG COUNT DIMENSIONS MODEL TYPE&SERIES MFR COMMENTS Q as"VANITY \` NEW 2x4 WALLS Halesite, New York 11743 WIDTH HEIGHT � M � _ BATH R OM T: (516)457-3738 LIDF OFFICE STORAGE - NEW 2xsWALLS E: bterbush@gmail.com W-01 3 31 5/8" 52 7/8" TW2642 DOUBLE HUNG-400 SERIES ANDERSEN L 5'-0 1/4' 2 e 3- D-06 W-02 2 33 5/8" 60 7/8" TW28410 DOUBLE HUNG-400 SERIES ANDERSEN N [CL _________] DEMO WALLS ADD 2 1/4" HORIZONTAL RAIL FOR DOUBLE HUNG W-03 2 31 1/2 40 7/8" CX135 CASEMENT-400 SERIES ANDERSEN APPEARANCE L3� �� a ,,` W-04 6 40 7/8" 24 1/8'. A351 AWNING-400 SERIES ANDERSEN 36 1/4" ���4 I ti-•1\, � - W-05 1 31 5/8" 44 7/8" TW2636 DOUBLE HUNG- 400 SERIES ANDERSEN 1 1 D-05 ' I `tJ`' ( -� I I HEADER SCHEDULE: W-061 1 1 31 5_4 40 7/8" TW2632 DOUBLE HUNG- 400 SERIES ANDERSEN IE' I I I I OFFICE NOMINAL LUMBER SIZE: SPAN: CEILING TO REMAIN IN OFFICE (3)2DEMO(E)FENCE v DN 7 : N w I - _ -OFFICE FURNITURE&LAYOUT BY OTHERS x8 UP TO 6 -0 v.:;. " > w w w Cl) 2„ a E= (3)2x10 6 -0"TO 8'-0" 2 Iof of Of Of J J I LIVING / REC ROOM I <I ,'� �`. I N iv ' Eiii f'-0� 110 01 w l W 1 O I 36"KIDS TABLE 10 3 ( ) _� _ _____ N N N N *ALL SIZES CALLED OUT ON ANY 0"TO 10'-0" --------------------/ r.-�-, `�'{} ---- es 1j � F _ _ ___ _w _ rr, Z YOFTHEFOLLOWING r------------_-- - ) C / n CN I O I I 0I N I (N I DRAWINGS WILL SUPERSEDE THIS SCHEDULE. I COMPOSITE DECKING a j (COLOR TBD BY OWNER&BUILDER) ! m m -' -' m m 0/2x6 PT DJ'S @ 16"O.C. J 1 11 RELOCATED N N t o I I X I XI I I I (N)TRELLIS r 200 AMP. �, CIA DESIGN TO iv in ` I I ELEC. PANEL -�I � I I MATCH(E) J 6x6 WD o o I W-03 - 3� M l COL ABV L/3\ r co I I _ I 30"COUNTER t D-03 — MOUNTED ,\ W-ol1 W-01 W-01 J�1 CABINET I, r. 6x6 WD iv _� (N)FENCE TO MATCH(E) 30"BASE COL r I I FENCE TO BE DEMOLISHED- REVISION SCHEDULE I ti I I EXTEND TO P.L. L3� CABINET 23" (3)2x6 3, NO. DATE REVISION/ISSUE \^~� HDR in - Town Comments: Revise insulation& I - --_t W_02 ( 31 3/4" 31 3/4" 7'-1 1/4" 5'-8 1/2" 1 07/26/21 remove oven CL ',-,A � CL CL CL CLDesign Changes: Pass-Through 6x6 2 09/01/21 Window size&Hallway Door Style I I I I WD ` 1 4x4 WD W-04 - - t j-I L_j �` COL C I COL ABV �'� f 3 06/04/26 Value Engineering&Design Changes 04 j3\ RELOCATE(E)TRELLIS (3)2x6 FB _ I I � I Y /-Y ✓� c° 6x,6 Cl) 12"x87"WOOD STEP W/ 1 w WD o I 2x6 PT DJ'S @ 16"O.C. DN 2 p COL i io m 00 D-01- ' o � L- -t--� DN 7" <° x I 1 v 9 \ - (}I ,) co 3)/ 2x6 FB DEMO(E)FENCE - _/3, '3\ WARNING: IT IS A VIOLATION OF THE LAW FOR I ANY PERSON UNLESS ACTING UNDER THE CD 6x6 6x6 M DIRECTION OF A LICENSED ARCHITECT TO ALTER j I 10'-6" WD 4x4 WD WD o ANY ITEM ON THIS DOCUMENT IN ANY WAY. _VVCOL ( COL ABV: COL ; \._/ ZO I 5'-0 1/4" 5'-5 3/4" 4'-3 1/2" ( r` "-�, @ COPYRIGHT:2026 I 01 - W-02 HALLWAY L THESE PLANS ARE AN INSTRUMENT OF SERVICE I 3�\ ( L1 AND ARE THE PROPERTY OF VARIANA, Z3\ I I I _ 238 SF ti/ -� INFRINGEMENTS WILL BE PROSECUTED. I I C_+j (E)TO L \ I i �-)05 �3 SEAL: � �--� REMAIN NB /3jj� w \ - � - 6x6 v 4x4 WD v [ � S WD (3 2 6�1 J COL ABV 66 01 N x COL � Fe , POWDER w-o4 �� `� / ` co D-04 N D5 -0114" CE x6 WD COL �N�\�' \ , O W W N 4x4 WD COL ABV w_ w 4x4 WD o, O c" D-03 1 3/4"x 11 7/8"RIDGE COL ABV _04 \ 094621 W N M 15 �� �' . OFESSION co - 6x6 WD COL �^, (oco / ptt ---- --- N �'W -- ---6 A-3.0 ------- L3- - j g\ PROJECT: (E)COL W-04� /\ � 0 4 ENTRY FOYER i L3 O N - -----_116SF_ ---- 3 ' Addition & Renovation for: Z -- - --------------- 4'-8 3/4" 6'-7" LU Cn Z) II D02 Elaine a I I O REPLACE(E) LJJ O I I DR W/LEFT Reich-Weinberg Lu HINGED DOOR TO MATCH(E) (E)OPG - 2420 Indian Neck Ln. Peconic, NY 11958 P� LAUNDRY CIL (E) MOTOR COURT NOTES: PERMIT SET DATE: 06/08/2021 DRAWN BY: JAR CHECKED BY: JAR (E) HOUSE NO WORK TO BE DONE FIRST FLOOR PLAN 1 FIRST FLOOR PLAN 1/4" = 1'-0" 0' 2'-0" 4'-0" 8'-0" a v 0 N N O N 42 Montauk Ave East Hampton , NY 11937 If ba R [ 'A' V A (E) ROOF TO REMAIN Distinguished Design & Drafting NO CHANGES 631 3 7 7 - 2 0 7 7 jariosdwg@gmail . com 3 CONSULTANTS: -3.0 Brian TerBush, PE 76 Bay Road Halesite, New York 11743 T: (516)457-3738 E: bterbush@gmail.com II II I � . I N_ V M EXISTING SOLAR PANELS rO REMAIN II Q II L1 II W W II II � O '� II II II Q II � II O O Z 2 W -3.0 N CN M O M 8'-6" I �A <I o I I 8'-2„ I i O�F,Q� i - —�- REVISION SCHEDULE - - - - - ......c `� �O— — N� l` — — — — — Wiz^ =:_ �.= NO. DATE REVISION ISSUE V N — — J- — — — — — — — J -- ----- °' Town Comments: Revise insulation& 1 07/26/21 remove oven II II I I I Design Changes: Pass-Through 2 09/01/21 I I I (N)PERGOLA: Win3 06/04/26 Value Engineering ilway&DeDgnrChainges I I I TO MATCH DESIGN OF(E)VERIFY W/OWNER 1"xl"TRELLIS O/5/4"x3"RAFTER O/DBL 2x10 PERGOLA BEAMS I 10"/ 12" II - II II II II II II II II 10"/ 12" WARNING: IT IS A VIOLATION OF THE LAW FOR -� ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. 1 I -3'0 @ COPYRIGHT:2026 ROOF CONSTRUCTION: I I I I THESE PLANS ARE AN INSTRUMENT OF SERVICE ASPHALT ROOF SHINGLES(MATCH EXISTING) PROPOSED ROOF AND ARE THE PROPERTY OF VARIANA, O/ICE BARRIER PER NYS CODE 905.1.1 AND 905.1.2 I I INFRINGEMENTS WILL BE PROSECUTED. O/15#FELT PAPER SLOPE TO MATCH (E) O/1/2"CDX PLYWOOD I O/2xl0 RAFTERS @ 16"O.C.W/R-30 BATT INSULATION(TYP) I SEAL: O/2x8 CJ'S @ 16"O.C. O/1/2"GYP WALL BOARD CID \PN T E R,BG���� II * 0 y I LL O I 2x10 RR'S @ 16"O.C. 1 I J n O O ���J PALE N 70 '�OFESSIO�P a iv ROOF CONSTRUCTION: PROJECT: 0 / ASPHALT ROOF;SHINGLES(MATCH EXISTING) NEW ROOF o / // O/ICE BARRIER[PER NYS CODE 905.1.1 AND 905.1.2 y � / / O/15#FELT PAPIER EXISTING ROOF _ _ _ _ _ — _ — — — — / O/1/2"CDX PLYWOOD Addition & Renovation for: 6 A-3.0 r O/2x10 RAFTERS @ 16"O.C.W/R-30 BATT INSULATION(TYP) W I O/1/2"GYP WALL BOARD Z I I 0 I I W Elaine Reich-Weinberg WO ° 2420 Indian Neck Ln. o I I Peconic, NY 11958 I W Z I I U) WO II (D O I Z II NOTES: PERMIT SET W x I I DATE: 06/08/2021 I I DRAWN BY: JAR I I L - - — — — — — — —I CHECKED BY: JAR I- - - - - - - - - -1 I I I (E) ROOF NO WORK TO BE DONE ROOF PLAN (E) ROOF NO WORK TO BE DONE K41 ROOF PLAN ®® 1/4" = 1'-0'1 0' 2' 0" 4' 0" 8" 0" N N O N CD ELEVATION KEYNOTES: 42 Montauk A v e East Hampton , NY 11937 1. CLAPBOARD SIDING TO MATCH(E) 2. 1x4 PVC TRIM BOARD(TYP) 3. 1x10 PVC FRIEZE BOARD 4. (N)ROOF TO MATCH(E): ASPHALT ROOF SHINGLES, O/ICE BARRIER PER NYS CODE 905.1.1 AND 905.1.2, ) O/15#FELT PAPER, O/1/2"CDX PLYWOOD, O/2x10 RAFTERS @ 16"O.C.W/3"CLOSED CELL it , I A \1 111 - SPRAY FOAM&R-19 BATT INSULATION(TYP), O/1/2"GYP WALL BOARD Distinguished Design & Drafting 5. FILL OPENING AND MATCH FINISH TO(E) 3 6. (E)TB AU RSN DOOR TO REMAIN . I I _____.l,�;��-___: --..—­­:L..—..-­_-.i..;._1—_.-.-.-...i II:::.Z::..1_.....1-._-.-.:.:I:i_.-­-_.­.--._.-�iIi\-..-�-.__..—.­.­.-...­­...ii�::;.1.;.._I.�__.�.­.-­.i�.A!..�I......�:F 7.�.i�:1..�­_��.:1-..,..i...�:—..i:;..i1-...i..-- 7. (E)ROOF TO REMAIN mI1:1T.1i!,1_::I: �1::.t I�II L=�-��4.:: i1:i.r;;I I. III .i.i.I�;:I...1.1�i!I—.iii::i��.�: --i�I I::1-I�L-.4iiIii:* f—.­.i I 7 -3'0 8. (N)FENCE TO MATCH(E)L-SHAPED FENCE BEING DEMOLISHED IN BACKYARD (VERIFY W/OWNERS) 9. (N)PERGOLA TO MATCH DESIGN OF(E)(VERIFY W/ 6 3 1 3 7 7 - 2 0 7 7 OWNERS)-1"x1"TRELLIS,O/5/4"x3"RAFTER,O/DBL 2x10PERGOLABEAMS jariosdwg@gmaiI . com 10.VERIFY DEPTH OF(E)FOOTING AND MATCH(N) FOOTINGS CONSULTANTS: 11. 12"0 SONO TUBE,W/SIMSPON POST BASE TO 6x6 PT POST 12. (N)WINDOW AND DOOR TRIM TO MATCH(E) Brian TerBush, PE 13. (E)SOLAR PANELS TO REMAIN(33 COUNT) 76 Bay Road 7 15. (N HOR ZONTAL SIDING TO MATCH(E) Halesite, New York 11743 � B' 16. NOT USED. T: (516)457-3738 2ND FIN FL -11 1/4" 4 ^ E: bterbush@gmail.com 31 3\ 9 1 1ST FL CEILING 6'-0" _ _ _ / - - - - - _ _ T.O. (E)BARN PLATE \.J .`/ _\ _... ------------ ------ -- -- --- : �. -------------- ­­­­a ��_..::...:._.: .............. i i . . . ............r - - -- ....._.._ ... 12 -' ------ --- E -------- I O _ . . . ........---_.. ...-...............__.....' Z ! .......... .... .. ....... .. - - - W-04 - - - - W-04 - 8 _ fn I ,JI :."... 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FTG -8'-11" - — T i� — — ___ ^ — _ — i "-" Town Comments: Revise in & .. ........ ,. .. ............ ............ . .. ... .......... ... _.. 1 07/26/21 — .IT —: remove oven T` — T 10 : .. ...... ... ........I 2 09/01/21 -Design Changes' Pass Through Window size&Hallway Door Style 3 06/04/26 Value Engineering&Design Changes 1 FRONT EAST ELEVATION 1/4" = 1'-0" 0' 2'-0" 4' -0" 8'-0" WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. @ COPYRIGHT:2026 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF VARIANA, INFRINGEMENTS WILL BE PROSECUTED. SEAL: '� OF NEW y 2 �Q' T ER- � 0 1 N DOOR SCHEDULE -3�0 � _W O DOOR DIMENSION 7 TAG COUNT MANUFACTURER MODEL COMMENTS WIDTFI HEIGHT 13 FQ 094621 : �°,Q�FEc 1��P� D-01 2 63 114" 79 1/2" ANDERSEN FWH5468 PROVIDE 3-POINT ACTIVE LOCK MECHANISM `�� D-02 1 36" 80" D-03 2 36" 80" 3' 4 \_ D-04 1 32" 80" I PROJECT: T.O.(E)BARN PLATE 8'-6" - - - 12 3 ---- -- -- - --- -- _ _ - D-05 1 32" 801, DUTCH DOOR ST FL CEILING D-06 2 30" 80" — _ �� -- - -- I— — Addition & Renovation for: ,1E...-_—...-_...-....� ._-A_­-�.—. --_.�­­--..._.__._-._­_-:�_-�-'._-.­_­---—.._­...q.._..�..__.....­'........—_-­-­..I-_.'.-�..__....7...._...-._­�...._.* ­_­-_.7-_- .­.-'­--_..�. . � — ......- . . . . -.. -. - _ .. . ... . . ....._.._.... .. .._.. .................. . .. - --- - ___ _ ___ T.O.(E)LOWER BARN PLATE 5'-3 3/4'_ . . _....."".................. _.. ............... ..."........".............."._...-.. ......._....... ......... ... ................................................:::.....::.....:_............ .. ............ , Z -- a ' .... -" - -------- --"-- . �, - ----- --- -- - - -:- ------ -1-- ---- -- .- ..... . .- - - a '' --� D-01 -------------...-"--- -- ----.___: ____ .::..-- -- -- :._:_: D-01 < _... -- -- ------- ___:_ ....... .._... _.................................""...._........._.._........_..-........... -_..--.-......................._..._._­ / Reich-Wei n be r ' w - "" O ( ) ST FIN FL I. i 7 = T.O. 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NOTES. : - — - _..--. — — ___ . . : . - - — — _ - — �- _ — _ r— ,-�- - — W-01 3 31 5/8" 52 7/8" TW2642 DOUBLE HUNG-400 SERIES ANDERSEN --.. - - DATE. . ._ : , . .."— ..... __ W-02 2 33 5/8 60 7/8 TW28410 DOUBLE HUNG-400 SERIES ANDERSEN ! �i ,_" .. .:- , . . ... ._"__ .. . ' � ! I 1 .. ADD 2 1/4" HORIZONTAL RAIL FOR DOUBLE HUNG ` : $ DRAWN BY. W-03 2 31 1/2 40 7/8 CX135 CASEMENT 400 SERIES ANDERSEN , : : - _ , APPEARANCE : . 1 i. .. : ... : ;... i .I : .... .. ... .. : , -..._ , j .. i.... . . .. : � , . . , - 4 6 40 7/8 24 1/8 A351 AWNING -400 SERIES ANDERSEN ;-_ ...... : -- CHECKED B I- JAR W 0 . . _... . , . ._..... __ . : : , : : i : : 1 i 1 31 5/8" 44 7/8" TW2636 DOUBLE HUNG - 400 SERIES ANDERSEN i i _ _! 8'-11" T.O. FTG W 05 — - -STEP STEP UP FTG _. : : . . ,..... — I . . _. ..". ; . ..... ; . .. _.. - ; : ......""..1- .......:..... .__.. ..... ..._ .. _-.. ..."...- ....._... .._ W-06 1 31 5/8" 40 7/8" TW2632 DOUBLE HUNG - 400 SERIES ANDERSEN ; HORI(' 1 VERT �- _. . ........ _. .. ....- - : : — ;� — — — S - - ) - - --- - - - FRONT & LEFT ELEVATIONS AND A. . 05 REO. ! . ... 10 SCHEDULES LEFT SOUTH ELEVATION 0' 2'-0" 4' -0" 8'-0" • .: a , U 2 a 0 u 0 IO to N O N E2 ELEVATION KEYNOTES: 42 Montauk A v e East Hampton , NY 11937 1. CLAPBOARD SIDING TO MATCH(E) 2. 1x4 PVC TRIM BOARD(TYP) (N) WINDOW SCHEDULE 3. 1x10PVCFRIEZEBOARD (N) DOOR SCHEDULE 4. (N)ROOF TO MATCH (E): DOOR DIMENSION DIMENSIONS ASPHALT ROOF SHINGLES, TAG COUNT MAINUFACTURER MODELT COMMENTS TAG COUNT MODEL TYPE&SERIES MFR COMMENTS O/ICE BARRIER PER NYS CODE 905.1.1 AND 905.1.2, ' r lr , WIDTH HEIGHT WIDTH HEIGHT O/15#FELT PAPER, ) $` kf I,, r,","" 01 1/2"CDX PLYWOOD, : A. D-01 2 63 1/4" 79 1/2" lNDERSEN FWH5468 PROVIDE 3-POINT ACTIVE LOCK MECHANISM W-01 3 31 5/8" 52 7/8 TW2642 DOUBLE HUNG-400 SERIES ANDERSEN O!RAY2x10 RAFTERS 1 16"O.C.SU3"CLOSED CELL SPRAY FOAM&R-19 BATT INSULATION(TYP), D-02 1 36" 80" W-02 2 33 5/8" 60 7/8" TW28410 DOUBLE HUNG-400 SERIES ANDERSEN O/1/2"GYP WALL BOARD Distinguished Design & Drafting ADD 2 1/4" HORIZONTAL RAIL FOR DOUBLE HUNG 5. FILL OPENING AND MATCH FINISH TO(E) D-03 2 1 36" 80" W-03 2 31 1/2" 40 7/8" CX135 CASEMENT-400 SERIES ANDERSEN 6. (E)BARN DOOR TO REMAIN D-04 1 1 32" 801, APPEARANCE 7. (E)ROOF TO REMAIN D-05 1 32" 80" DUTCH DOOR W-04 6 40 7/8" 24 1/8" A351 AWNING-�400 SERIES ANDERSEN 8. (N)FENCE TO MATCH(E)L-SHAPED FENCE BEING W-05 1 31 5/8" 44 7/8" TW2636 DOUBLE HUNG- 400 SERIES ANDERSEN DEMOLISHED IN BACKYARD (VERIFY W/OWNERS) D-06 2 30" 80" 9. (N)PERGOLA TO MATCH DESIGN OF(E)(VERIFY W/ 6 3 1 3 7 7 - 2 0 7 7 D-07 1 32" 80" W-06 1 31 5/8" 40 7/8" TW2632 DOUBLE HUNG - 400 SERIES ANDERSEN OWNERS)-Vx1"TRELLIS,O/5/4"x3"RAFTER,O/DBL 2x10 PERGOLA BEAMS jariosdwg@gmail . com 10.VERIFY DEPTH OF(E)FOOTING AND MATCH(N) FOOTINGS CONSULTANTS: 11. 12"0 SONO TUBE,W/SIMSPON POST BASE TO 6x6 PT POST Brian TerBush, PE 12. (N)WINDOW AND DOOR TRIM TO MATCH(E) 13. (E)SOLAR PANELS TO REMAIN(33 COUNT) 76 Bay Road 14. NOT USED. 3 15. (N)HORIZONTAL SIDING TO MATCH(E) Halesite, New York 11743 16. NOT USED. 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FTG HO IZ: 1 VERT 8'-11" T AS REQ. �: _ : . .._ ......- ... ..... .. ... ...- .. ...... ... ..... ..... _. . ......... .. ...... .. .. . — — . - .. ...._ - �- WARNING: IT IS A VIOLATION OF THE LAW FOR : . .. ......... — — — — — — — — .. : .. ) — — .............. .................. ; ............ ... .. . . ...... .... . . m . .� ......__.. ............ .. : : ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT TO ALTER 1 ANY ITEM ON THIS DOCUMENT IN ANY WAY. REARWEST ELEVATION TTHEOSE PLIANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF VARIANA, 1/4" = 1'-0" INFRINGEMENTS WILL BE PROSECUTED. 0' 2'-0" 4'-0" 8'-0" SEAL: ��- OF NEw), T E R,BG �,p� 0� sti F 094621 7 ��� Pik. ..--..._ �FESS10� ............................................ 18'-4 3/4" 10'-3" (E)SHED ROOF PROP SHED ROOF ADD'N ,� ......................._................................. ---- ...-.............._.................................---............................... 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W-03 W-03 I_Ii...1 1 1--_I[-:- ,.�..:t.�z::!..�-.&-.�.,...�-i�.::::tt.­...-.I:II-�i.::1....._­]..-.._­.3.1_..:.:t;......-.::....._�..-..i,�..::t._­_..—.__.�..�.-_.._:i.�.;..I:...I:.I--II.­_-__­_-7_.7i.ii..:.-­_-­_.�:�.i...1i::..�..I:iiii:4I:Ii...-�­...�.-�.-:.I�.1:­-&&-�..­...�-..�-..­...--I r&&&Ii1-I.I­.I 1..- .A I-_._.-�_�.,:4;I­__.-..::iii.:r.::t:iii.:1:�-_-+�_­jI:.;t...!�::tt::::::_._.4_I.;:i.1 I7I..iI::::..:!1I.4i I_.-_1_..+.I..�-...�..�II::.i::t:;:::TTI: :.­.":iI�.::::i.i;:::I.....�.�.I ...+4::;:...::I- .I.-..(.�P.-I':::�...-7-�.--.7I1.....1.-.1�_.:..4. ---_'�.._.��.:�-.Ii I1_...-.._...�—.\..\.-..._...... .-,I.I._.7­-I'.�_­.'i.4:.tIi1.i...'__.±_­'._"�.­::_':.:z...�.;...­_i_':.__ ::.._..�.�.I,..I.�.-.�.'.1-4..LIII_..I..'..U.i..II. �-�\_-.�-.�:i7:i4Ii4iiiii. --- -------- - -- -- --- - -- ----------------- - - ---- - -- -- _. .. - - . _. _.__.._._._ 11 - - � j NOTES: PERMIT SET } .................. . ... .......... ... ..._.....__.....-..._........ ......................_... ........._..........................._......._. _.__._-..___...__...._-......._...................._ -................. . . . ..... ........ ..........._..........._.................._......_..............................._...... ..... ..1..:Iii:.1::;;:.:..._.I...�.-_.�.1-_I_-I._.­1.-1__..­I_.\­-_­�I��II_.-..±­-....._-.3.-I..�I�..-- .�­.,.);z...i.� .II�.:::�.�t�..:...±.\.­......i..II..4.z�..1....o I�.­iI;II:II�!.-��..r�.:izIi.�-.:.I+-.1r II..i.I._.:::,I-.�].�._ Y ...._._...... ._._._......._ ........-.--..................._.................._._._...._......_.._.. . ................._ .._................._.._... ...... �- . .. ... . . ................... .. - ..._...._ . __... . ..__. _ -- - ... __-- --- ---.... ............... .. ...__...__. _.._.._.. - --.._.___ -----...--- -------- _ __ -- _------ _--------.... __- _---_._....------ ___ -______- -------------- T.O. FDN WVALL -0'-1 1/2"_ _ _ - - - - ...... . - .... -. .. - ... -.... .. .. - ....... -..-.... -...... ...... ....................-......................._........-............. - - - - - -- + DATE: _. --'-'--- --- -- --.-._ ...---- -...--'- "-----'--. - _.._._. .------- , - - - - .V B A rv\IV JLAB- - - - - $ _ _ 0' 5 1/4" T.O. BARN FIN FL 06/08/2021 v o ii� i c D - ..-_. DRAWN BY. GF2ADE -1'-2 1/2" ,..... . - _. -1'-2 1/2" GRADE . _.... i .... .... CHECKED BY . . , I �' JAR ;. .... ... . — - — :.: .... - — T — T — . . ... -... ..... . . .. . . .. — � � — ,T 11 — — — — - - �...: 1 �W _. . . .. . T S — — T ELEVATIONS AND I REAR & RIGH 1 . : -.. I SCHEDULES . .. .... ..._. .. -. -__. _ _ .... . . �.I . . . . - f �f . . ....... .. ................. ........ V T SR ) E STEP UP FTG 2 HORIZ 1 ER - - - ----- - — - - — � — - - - - - - - - - - - - - O FTG . . . . - - . . .. ( A O. T . ,--. .. .. ...... _. . _.. . - � . — — �- . 8' 11" t, a. 0 (RIGHT) NORTH ELEVATION 1/4" = 1'-0" N 0' 2'-0" 4'-0" 8'-0" O N CD GENERAL SECTION NOTES: 42 Montauk A v e East Hampton , NY 11937 • ALIGN NEW FINISH FLOOR IN HALLWAY WITH EXISTING ENTRY FOYER. 2x6 ACQ SILL PLATE FASTENED W/5/8"HOOK • VERIFY EXISTING PLATE HEIGHT DIMENSIONS AND TYPE ANCHOR BOLTS @ 16'O.C.AND MIN 12" MATCH NEW PLATES. NOTE: FROM ENDS-W/5/8"SIMPSON STRONG-TIE B.P. • (E)I FOOTING&STEM WALL SIZES AND DEPTH ASSUMED • CASEWORK SHOWN IS NOT(FINAL-VERIFY STYLE, kf A R 01 A FINAL CLADDING FOR COLLAR TIES TBD FIN FL TBD BY OWNER SIZE,AND EXACT LOCATION WITH OWNER AND DEBRA V BY OWNER AND BUILDER T.O.(E)1ST FIN FL GELLER. 0'-0" • TEMPERATURE STEEL RECOMMENDED AT FIRE PIT. SISTER 1 NEW 2x10 RAFTER 3/4"PLYWOOD Distinguished Design & Drafting TO EXISTING EVERY 48"O.C. j M w 2x8 FLOOR JOISTS @ 16"O.C. E)2x10 ROOF RAFTER T- z W/R-19 BATT INSULATION WALL KEY di- 2x4 ACQ SILL PLATE FASTENED W/5/8"HOOK - EXIST WALLS (8)16d NAILS EA SIDE 1 '. •;� TYPE ANCHOR BOLTS @ 4'O.C.AND MIN 12" 6 3 1 3 7 7 - 2 0 7 7 a r i O sdwg@gmaii . com w g@ g m a i I . c O m GRAD)E -2 1/2" FROM ENDS-W/SIMPSON STRONG-TIE BP 5/8" NEW 2x4 WALLS j 2x12 COLLAR TIES REBAR VERTICAL @ 24"O.C. CONSULTANTS: FA NEW 2x6 WALLS (4)#4 REBAR HORIZONTAL @ 24"O.C. Brian TerBush, PE • I [---_----_] DEMO WALLS 76 Bay Road 3 1/2" Halesite, New York 11743 T: (516)457-3738 $ - HEADER SCHEDULE: E: bterbush@gmail.com DETAIL - COLLAR TIE DETAIL - SPLIT SILL NOMINAL LUMBER SIZE: SPAN: 5 1„ = 4 1" (3)2x8 UP TO 6'-0" 0' 0' -6" 1'-0" 2'-0" 0' 0' -6" 1'-0" 2'-0" (3)2x10 6'-0"TO8'-0" (3)2x12 8'-0"TO10'-0" *ALL SIZES CALLED OUT ON ANY OF THE FOLLOWING DRAWINGS WILL SUPERSEDE THIS SCHEDULE. 2 -3.0 (E)2x12 RIDGE BEAM (N)3"CLOSED CELL SPRAY FOAM (N)2x8 CJ'S @ 16"O.C. \V�--•/ \V. &R-19 BATT INSULATION � �i (N)DBL 2x12 COLLAR TIES @ 48 O.C. FASTENED W/(8) 16d NAILS @ EA / 3 SIDE TO FACE OF DOUBLE ROOF (N)CROWN MOLDING HOOKS AT 60"AFF RAFTERS TO MATCH(E) 12"iv a 10 3/4" (E)2x10 RR'S @ 16"O.C. (N)2x6 CJ'S W/1/2"GYP.WALL BOARD �(E)2x10 CJ'S OBE DEMO'D ------- ----------- - --- (E)SOLAR PANELS REVISION SCHEDULE II / 8'-6" T.O.(E)BARN PLATE NO. DATE REVISION/ISSUE II 1 6 Town Comments: Revise insulation& 07/2 /21 remove oven _ R-19 BATT INSULATION Design Chan ges: Pass-Through(N)3"CLOSED CELL SPRAY FOAM& 2 09/01/21 Cl) _5'-3 3/4" T.O.(E)LOWER BARN PLATE 3 06/04/26 Value Engineering l &Des Hallway D Design Changes r Style t f II 11 ADJUSTABLE Il N WALL CONSTRUCTION(: MATCH ' M 'v 11 SHELVING _ Q \ (N)FIN SIDING TO(E:) a -- .. 1 , co 0/MOISTURE BARRIE R d C) - (N)R-20 BATT 0/1/2"CDX PLYWOOID ao INSULATION 0 1 0/2x6 STUDS W/R-20 BAT-T _ D 1 00 0o INSULATION(TYP) `O 0 0 0 CASED OPENING II II 0/1/2"GYP WALL BOARID = o 0 0 0'-0" OIL T.O. (E) 1ST FIN FL TO KITCHEN II = _ _ _ _ -_-_ o o - - _0'-5 1/4" T.O. BARN FIN FL II II . Cl) -0'- T.O. O BARN SLAB (N)FLOOOR CONSTRUCTION: II II iv WARNING: R LAMINATED VENEER TILE FINISH FLOOR PERSON ERSONIUNLESOS ACTING UNDER THE 0 II II II (MFR&STYLE/COLOR TBD MY OWNER&BUILDER) -1'-2 1/2" GRADEDIRECTION OF A LICENSED ARCHITECT TO ALTER II II II O/1/2{PLYWOOD SUBFLOOR ANY ITEM ON THIS DOCUMENT IN WAY FLAT iv 1 / "F - AM INSUL/ATION(FOIL FACEUP/1 2 OIL FACED XPS RIGID FOAM ( ) - O/VAPOR BARRIER ©COPYRIGHT:2026 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF VARIANA, 24" 24" 24" 24" INFRINGEMENTS WILL BE PROSECUTED. SECTION - BARN E/W �{ SEAL: V 1/4" = 1'-0" INT. ELEV. - MUD ROOM BUILT-IN 2'_0.. 4' _0,. 8' _0,. � oF NEW 6 P� T E R,B y�,p ro' 1' -0" 2'-0" 4'-0" * � y LAJ LAJ 094621 tv�� SSIO��� 1 3/4"x 11 7/8"RIDGE SUPPORTED BY 4x4 WOOD COLUMN 0/ (3)2x6 BEAM PROJECT: f ✓- ROOF CONSTRUCTION: ASPHALT ROOF SHINGLES(MATCH EXISTING) 0/ICE BARRIER PER NYS CODE 905.1.1 AND 905.1.2 0/15#FELT PAPER Addition & Renovation for: -� 0/1/2"CDX PLYWOOD 0/2x10 RAFTERS @ 16"O.C.W/3"CLOSED CELL SPRAY FOAM& � (N)DBL 2x12 COLLAR TIES W/2x4 BLOCKING- R49 BATT,]NSULATION,( � " WRAPPED, PRIMED,AND PAINTED 5 (O/2x6,CF-jLING JOISTS 12 S @ 16 OHC. -_ Elaine /- (COLOR TBD BY OWNER) 1 O/1/2"GYP WALL BOARD A-3.0 T.O. (E)BARIN PLATE 8'-6" \ 10 - \\ SIMPSON HURRICANE TIE H10A @ EA RAFTER Reich-Weinberg (2)2x10 HEADER W/1/2"PLYWOOD 1ST FL CEILING 8'-0" r' (TYP @ NORTH WALL) \ 2x4 CEILING JOISTS&LEDGER i < 2420 Indian Neck Ln. RIP RAFTER TAILS TO 2x6& Peconic NY 11958 T.O.(E)BARN PLATE 8'-6" _ _ 04 PROVIDE 12"OVERHANG � N J LL -41 �- PROVIDE NAILERS FOR CABINET INSTALLATION I U- i D-01 D-03 WALL CONSTRUCTION: m HORIZONTAL CLAPBOARD SIDING TO MATCH(E)RESIDENCE 3� (3)2x8 HEADER � `° O/MOISTURE BARRIER NOTES: PERMIT SET I m 4 / 0/1/2"CDX PLYWOOD I Q T.O.(E)1 S;T FIN FL 0'-0" A-3.0 O/2x6 STUDS W/R-20 BATT INSULATION(TYP) DATE: 06/08/2021 v a' 0/1/2"GYP WALL BOARD TREX DECKING 0/ ( 2x6 DECK JOISTS D-01 I � O T.O.(E)BARN SLAB -0'-8 1/2'_ _ _ DRAWN BY: JAR _ #5 HOOK @ 16"O.C. T.O.(E)1ST FIN FL 0'-0" I \ 'v CHECKED BY: JAR GRADE FLOOR CONSTRUCTION: ........... ...... N FINISH FLOOR(TBD BY OWNER) T.O. BARN FIN FL -0'-5 1/4" _ 8 0/2x8 FLOOR JOIST @ 6 O C W/R 19 BATT INSULATION 0/3/4"PLYWOOD ;. . M � INTERIOR SECTIONS & 3"PC SLAB REINF W/6x6 10/10 WWM ELEVATION GRADE -1'-2 1/2" 0/COMPACTED SUBGRADE I STEP UP FTG 2 HORIZ: 1 VERT STEMREBAR MATCH BARN FTG DEPTH I I HORIZ&VER @24' OC -- _ L _ - J (2)#5 REBARS IN FOOTING-3"FROM BOTTOM I` I SECTION - SOFFIT \ a SECTION - BREEZEWAY 1/4" = 1'-01, 1/411 = 1'-0" N 0' 1'-0" 2'-0" 4'-0" 0' 2'-0" 4' -0" 8' -0" �JJ N r 42 Montauk Ave East Hampton , NY 11937 Foundation Notes: Framing Notes: SIMPSON BEAM HANGER SCHEDULE BEAM TO WOOD HANGER The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of The contractor is to verify all measurements in the field and any discrepancies are to be brought to the (2) 1 3/4"X 71/4"LVL HU48 the Engineer prior to construction. attention of the Engineer prior to construction. (3) 1 3/4"X 71/4"LVL HU68 1. All concrete ,000 psi after days minimum. Wood Framing (2) 1 3/4„X 91/2"LVL U410 Distinguished Design & Drafting WOOD POST 2. All rebar ASTM A-615 Grade 60. r� 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: (3) 1 3/4"X 91/2"LVL HHUS 5.50/10 •pees' 1 (` m° 1 ; � 0 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a Fb=850 psi (4) 1 3/4"X 91/2"LVL HHUS 7.25/10 li ,;,°� 00 POST ANCHOR minimum of 3'below grade unless indicated otherwise. Fv=95 psi 6 3 1 3 7 7 - 2 0 7 7 (2) 1 3/4 X 11 7/8 LVL U410 Fc perp=625 psi jariosdwg@gmail . com 4. Rebar installed along the top of the foundation walls without windows are to be installed 10"below the top E-1,600,000 psi (3) 1 3/4"X 11 7/8'LVL HHUS 5.50/10 of the foundation wall. Rebar installed along the top of foundation walls with windows are to be installed 3" CONSULTANTS: -- below the bottom of the window opening. (4) 1 3/4"X 11 7/8"LVL HGUS 7.25/12 2. All Laminated Veneer Lumber is to have the following minimum specifications: 5. All snap off form ties are to be removed and remaining openings are to be sealed/grouted. (2) 1 3/4"X 14"LVL HHUS 410 • a, ..�I ..< CONCRETE PIER Fb=2,800 psi i : a Fv=250 psi (3) 1 3/4"X 14"LVL HGUS 5.50/14 6. The foundation contractor shall coordinate with the plumbing and electrical contractors relative to Fc perp=650 psi ° installation of sleeves and other penetrations prior to pouring concrete. (4) 1 3/4"X 14"LVL HGUS 7.25/14 a . .� a•«�• a E=2,000,000 psi 7. The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation. (2) 1 3/4"X 16"LVL HGUS 412 3. All Laminated Structural Lumber is to have the following minimum specifications: Unacceptable soil is soil containing clay and/or organic material. (3) 1 3/4"X 16"LVL HGUS 7.25110 8. Install isolation joints along foundation walls and at column and other floor penetrations. Fv=290 psi (Fb=2,800 psi 4) 1 3/4"X 16"LVL HGUS 7.25/14 Column Anchor Fc perp=740 psi 9. Installed contraction joints in the cellar floor slab every 18'minimum. psi E-2,100,000 p NOT TO SCALE - BEAM TO STEEL BEAM HANGER 10. Foundation excavation is not to be back filled prior to the installation of the floor framing. 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the following minimum specifications: (2) 1 3/4"X 71/4"LVL WPU 3.56/7.25 11. Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to Fb=975 psi (3) 1 3/4"X 71/4"LVL WPU 5.50/7.25 _... ........................._........._............ _........................ .___........................_...... 95%of maximum dry density. Fv= 175 psi (2) 1 3/4"X 91/2"LVL GLTV 3.59 Fc perp=565 psi 10. Underpin existing foundation if necessary. Connect existing footing to new footings and wall tops with E= 1,600,000 psi (3) 1 3!4"X 9112"LVL GLTV 5.59 No.5 rebar dowels. END WALL >f (4) 1 3/4"X 91/2"LVL GLTV 49.5-2 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in Suggested Underpinning Procedures: accordance with the manufacturer's specifications. (2) 1 3/4"X 11 7/8"LVL GLTV 3.511 I a)Underpin prior to addition of any new loads on wall. 6. All TJI are to be installed in accordance with the manufacturer's specifications and shall include squash (3) 1 3/4"X 11 7/8"LVL HGLTV 5.511 blocking and web stiffeners at bearing points on girders and other load bearing areas. 4 1 3/4"X 1170 LVL HGLTV 411.88-2 \ BLOCKING b)Excavate small exploratory pit at exterior wall to determine depth and width of existing footing. Inform ( ) Architect/Engineer of findings before proceeding. 7. First floor joists to be TJI 56011 7/8"and are to be installed in accordance with the manufacturer's (2) 1 314"X 14"LVL GLTV 3.514 i l c)Upon receiving approval,excavate to the top of the existing footing for the entire length of the area to specifications. (3) 1 3/4"X 14"LVL HGLTV 5.514 be underpinned on both sides of the foundation wall. Remove interior concrete floor as necessary. 8. All straps,connectors, plates, bolts,nails,etc. are to be galvanized or stainless steel. Designated ISSUE REVISION SCHEDULE / connectors,strap etc.on these drawings are made by Simpson unless indicated otherwise.All (4) 1 3/4"X 14"LVL HGLTV 414-2 NO. DATE REVISION tl)Excavate by hand below the existing footing at no more than 3 foot lengths. connectors,straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. (2) 1 3/4"X 16"LVL GLTV 3.516 1 07/26/21 Town Comments:Revise insulation& remove oven JOISTS e Install a keywaybetween sections. Allow 7 days curing. (3) 1 3/4"X 16"LVL HGLTV 5.516 2 09/01/21 Design Changes: Pass Through ) y g 9. All floor sheathing is to be 2%2 inch AC type plywood,tongue and groove,with an APA span rating of ( ) Window size&Hallway Door Style f)Back fill and replace interior floor as necessary. 48/24. Floor sheathing shall be glued and screwed to the floor joists(6"O.C.edges and 12"O.C. field). (4) 1 3/4"X 16"LVL HGLTV 416-2 3 06/04/26 Value Engineering&Design Changes 10. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be fastened to the studs BLocxING g)During the underpinning procedure, monitor the existing foundation wall for excessive movement and/orN�< as per the nailing schedule on this sheet. cracks.Notify the Architect/Engineer if movement and/or cracks are noted. JOIST/RAFTER TO WOOD HANGER ]End Wall Bracing 11. Dowel to existing foundation wall with No.5 rebar. Grout solid all cavities in existing wall for three feet 11. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. TJI 230 91/2" IUS 2.37/9.5 from new wall. TJI 560 11 7/8" IUS 3.56/11.88 NOT TO SCALE 12. Double joists are to be installed below parallel walls. TJI 56014" IUS 3.56/14 Slab Site Preparation 13. Blocking is to be installed at all point load bearing points. *The area where the slab is to be installed is to be excavated to the necessary elevation to meet the final top of 14. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. JOIST/RAFTER TO STEEL HANGER the slab elevation shown on the Architectural drawings. WARNING: IT IS A VIOLATION OF THE LAW FOR 15. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 TJI 230 91/2" ITS 2.37/9.5 ANY PERSON UNLESS ACTING UNDER THE *The areas where the slabs is to be installed are to be Proof Rolled in accordance with ACI 302.1R.The Engineer DIRECTION OF A LICENSED ARCHITECT TO ALTER BLOCKING JOIST END TO Stainless Steel. TJI 560 11 7/8 MIT 411.88 ANY ITEM ON THIS DOCUMENT IN ANY WAY. PREVENT ROTATION is to be notified if unacceptable soils are encountered during excavation and if Proof Rolling produces results that exceed ACI standards. 16. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. TJI 56014" WPI 414 RIM JOIST ©COPYRIGHT:2026 THESE PLANS ARE AN INSTRUMENT OF SERVICE *The excavated areas along the stem walls and footings are to be back filled with clean material and 17, Contractor to coordinate boxing out of framing for all mechanical, plumbing and electrical equipment with AND ARE THE PROPERTY OF VARIANA, mechanically compacted with clean fill in 6 inch lifts. Each layer is to be compacted to 98%modified proctor. INFRINGEMENTS WILL BE PROSECUTED. the architect,subcontractors and engineer. i i l *Base Material layer shown on the drawings is to be a compactable,easy to trim,granular fill that will remain Steel SEAL: II i i stable and support construction traffic.A clean fine-grained material with at least 10 to 30%of particles passing a Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018, Page 149) FLOOR JOISTS- i i No. 100 sieve but not containing silt,or organic material is recommended. 1. All steel is to be ASTM Specification A-36 Number of Number of Joint Description Common Nails Box Nails Nail Spacing Q� T ER� y0 J ;, Slab Notes: 2. All bolted connections are to be made with A-325 bolts. ROOF NAILING � �Q'� BGs+y�'� ---- ----------------------- ll *Isolation joints are to be installed between the slab and the walls.Use preformed joint filler that is to be cutY2 3. Square,rectangular and circular columns are to be ASTM Specification A500. Rafter to Top Plate(Toe-nailed) 3-8d 3-8d inch below the slab surface and the resulting joint is to be filled with an elastomeric joint sealant. Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d _ Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d W 4. All columns are to be bolted to steel girders with Y2"bolts or unless otherwise shown on the plans. n * Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d Contraction joints are to be installed as shown in the drawings and are to be Xthe thickness of the slab but not less than 1 inch deep. 5. 1/2"web stiffeners are to be installed at all point load bearing points and over all column supports. Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d 2 Blocking to Rafter(Toe nailed) 2-8d 2-10d � 094621 *The welded wire reinforcement is to be placed in the top third of the slab and is to be adequately supported by 6. All welded connections are to be done by a certified welder and conform to AWS and AISC standards. Rim Board to Rafter End Nailed 2-16d 3-16d precast concrete bar supports to assure that the reinforcement is held in position during concrete placement and WALL FRAMING ��FESSI�`�P Joist End Blocking finishing. 7. All weld joints are to use E70XX electrodes. Top Plate to Top Plate(Face-nailed) 2-16d (1) 2-16d(1) per foot g Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists- each side NOT TO SCALE 8. All girder splices are to be made above columns. Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. Header to Header(Face-nailed) 16d 16d 16"o.c. along edges PROJECT: 9. Steel is to be prime coated. Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud Addition & Renovation for: 10. All steel located on the exterior to be galvanized. SIMPSONWALL SHEATHING NAILING SCHEDULE 11. Unless indicated otherwise,all interior wall columns are to be bolted to steel girders with%"bolts and all METAL S LSTAaa,JACK POST WI GAUGE Bottom Plate to Floor Joist,Band Joist, End joist or Blocking Face Nailed 2-16d 1,2 2-16d 1,2 perfoot Elaine METAL STRAP rr,Acx rosT WI/4-8d NAILS exterior wall columns and beams are to be welded. 1 • 9 ( ) ( ) ( ) EACH END TYP. 130 MPH WIND ZONE (3 SECOND GUSTS) FLOOR FRAMING �� 12. The flanges of all beams within or above and below parallel walls are to be drilled with 1/2"0 bolt holes to Joist to Sill,To Plate or Girder Toe-nailed 4-8d 4-10d per joist Reich-Weinberg USE 3/4 CDX PLYWOOD WALL SHEATHING enable the steel to be secured to the framing. p ( ) p � FASTEN WITH 8D COMMON GALVANIZED NAILS g Bridging to Joist(Toe-nailed) 2-8d 2-10d each end Blocking to Joist(Toe-nailed) 2-8tl 2-10d each end 211 X 11 1/2" GA. - PATTERN AS INDICATED BELOW 13. Steel fabricator to provide 9/16"diameter holes spaced at 16"o.c.staggered as necessary to enable steel Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block 2420 Indian Neck Ln. to be secured to wood plates to the top and bottom flanges and packing to the web as necessary. Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist Joist on Ledger to Beam(Toe-nailed) 3-8tl 3-10d per joist PeCOnIC, NY 11958 FLOOR JOISTr 14. Shop drawings for all steel connections to be provided to the architect and approved prior to fabrication. Band Joist to Joist(End-nailed) 3-16d 4-16d per joist Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3-16d (1) perfoot HEADER ROOF SHEATHING I I Wood Structural Panels 8d 10d (Detail sheet S-4) NOTES: PERMIT SET I � I Diagonal Board Sheathing WINDOWS - GLAZED OPENING 06/08/2021 1 x 6 or 1 x 8 2-8d 2-10d per support DATE: SIMPSON LSTA27I-I/4"WIDE 20 GAUGE STRAP O I © I © I 1"x 10" or wider 3-8d 3-10d per support Cy 48"O.C.MAX.W/4-8d NAILS EACH END TYP. I I I DRAWN BY: JAR WRAPAROUND SILL PLATE I I I FOR NEW CONSTRUCTION,EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING CEILING SHEATHING I I I 0 THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 Gypsum Wallboard 5d coolers 5d coolers 7"edgee/10"field CHECKED BY: JAR OR VIA STRUCTURAL SHUTTERS WITH ATTACI IMENT HARDWARE PROVIDED.NEW STRUCTURES oo7 5�;� I O O I LOCATED WITHIN ONE(1)MILE OF THE MEAN IIIGII WATER MUST IIAVE GLAZING CONFORMING WALL SHEATHING oo TO WIND ZONE III,MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99.GLAZING CONFORMING Wood Structural Panels 8d 10d 6"edge/12"field TO VWIND ZONE II,MISSILES CAN BE USED AT A DISTANCE GREATER TI IAN ONE MILE OF TI IF COASTLINE. HIGH WIND NAILING DETAILS FLOOR JOIST Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field d 1'01 PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY: FLOOR SHEATHING 4 d FOUNDATIOP< A-CILEAR SIIIELD HURRICANE+SECURITY PANELS-631-287 5060 a Structural Panels B-OIUICK GUARD STORM PANELS.631-287 5330 1"or less 8d 10d 6"edge/12"field 4 Q ZONE_S ZONE 6 C-1%2"CDX-PLY PANNEL W/SCREWS per CODE 4 (1)Nailing requirements are based on wall sheathing nailed 6 on-center at the panel edge. Alternate nailing schedules shall d FIELD 12"O.C. 12" O.C. D-v;usafe,sIIAnE&SHUTTER SYSTEMS-sob-77s-6os7 be used where wall sheathing nailing is reduced. For example, if wall sheathing is nailed3 inches on-center at the panel edge PANEL EDGES 6"O.C. 6" O.C. to obtain higher shear capacities, nailing requirements for structural members shall be doubled,or alternate connectors shall LJ Header & Sill Connection Detail PR07MCUON DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF be used to maintain load path. ASTn�I E 1996 AND of ASTM 1s86.AS NOTED IN NYs RESIDENTIAL coDE. (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be NOT TO SCALE Simplified Wall Sheathing Nailing Schedule reduced to 1 - 16d nail perfoot. ID NOT TO SCALE N V 42 Montauk Ave East Hampton , NY 11937 °PP'A RIIR RAFTER CONNECTION RAFTER TO TOP PLATE CONNECTION TO BE MADE W/H2A CONNECTORS UON A 1 v�'aZa�rrrH'�`-"'R UTILIZE MANUFACTURERS FASTENING INSTRUCTIONS sn� HEADER JACK TO FOUNDATION Distinguished Design & Drafting SIMPSON STRONG TIE H2A SIMPSON PHD5-SDS3 RAFTER TO RIDGE CONNECTION SIMPSON H2A HURRICANE TIES AT EACH RAFTER TAIL TO BE INSTALLED AT ALL HEADER JACKS l (INSTALLED ON EXTERIOR SIDE ONLY)LON ANCHOR DIAMETER=5/8"ATR i RAFTER TO RIDGE CONNECTION TO BE MADE FASTENERS=(14)SDS-1/4"x 3" 6 3 1 3 7 7 -2 0 7 7 W/"SIMPSON"LSTA30 RIDGE STRAP AT EA.RAFTER DF/SP ALLOWABLE LOADS-UPLIFT=4685 j a r i o s d w g@ g m a i l . c o m AT ROOF CONNECTION UTILIZE MANUFACTURERS FASTENING INSTRUCTIONS ALLOWABLE LOADS-UPLIFT=4205 CONSULTANTS: SIMPSON STRONG TIE RIDGE STRAP CORNER TO FOUNDATION USE"SIMPSON"LSTA30 RIDGE STRAP RnFmR CONNECTOR AT EACH RAFTER AT RIDGE ' SIMPSON HDQ8 '°""'^"r TO BE INSTALLED AT ALL CORNERS RAFTER TO HEADER CONNECTIONANCHOR DIAMETER=7/8" I, FASTENERS=(20)SDS-1/2"x 3" RAFTERS TO BE FASTENED TO HEADER W/MTS3(0 CONNECTORS UON DF/SP ALLOWABLE LOADS-UPLIFT=8325 11FAMR UTILIZE MANUFACTURERS FASTENING INSTRUCTTIONS SPF ALLOWABLE LOADS-UPLIFT=71610 SIMPSON STRONG TIE MTS30 WHEN RAFTER RESTS ABOVE HEADER, USE(1)MTS30 CONNECTOR PER RAFTER POURED CONCRETE FOUNDATION ° • WINDOW HEADER HEADER TO JACK/KING STUD • HEADERS TO BE FASTENED TO JACK STUDS W/(C16 CONNECTORS , W/A MIN.OF 18-10d NAILS. KING STUD TO BE FASTENED TO TOP OF ' HEADER W/A HGA10 FASTENER W/MIN.OF 8 SDS 1/4"x 3"SCREWS m • UTILIZE MANUFACTURERS FASTENING INSTRUCTIONS ' • SIMPSON STRONG-TIE ° HGA10 SSP m _ • ® REVISION SCHEDULE ® NO. DATE REVISION/ISSUE CS16 , ' Town Comments:Revise insulation& WINDOW SILL PLATE CONNECTION ANCHOR BOLTS 1 07/26/21 remove oven SSP CONNECTORS W/A MIN. OF 7-10d NAILS ,0 Design Changes:Pass-Through HGA10 CONNECTIONS W/8 SDS 1/4"x 3"SCREWS ' 2 09/01/21 Window size&Hallway Door Style 1 UTILIZE MANUFACTURERS FASTENING INSTRUCTIONS �,, I 3 06/04/26 Value Engineering&Design Changes Al I I 1 � I SIMPSON STRONG-TIE I _ HGA10 ' ANCHOR BOLTS I I a I , I I I I • • s I I .' ' e e ° e • -7:0•. I I d. WARNING: IT IS A VIOLATION OF THE LAW FOR I ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. STUD TO DECK TO STUD CONNECTION MASONRY WALL ..• q ©COPYRIGHT:2026 STUD TO STUD CONNECTIONS SHALL BE MADE W/ THESE PLANS ARE AN INSTRUMENT OF SERVICE • AND ARE THE PROPERTY OF VARIANA, WALL SHEATHING SIMPSON STRONG TIE ST22 AT EVERY OTHER STUD v INFRINGEMENTS WILL BE PROSECUTED. . e-T ) UTILIZE MANUFACTURERS FASTENING INSTRUCTIONS SEAL: SIMPSON STRONG TIE ST22 USE(1)ST22 CONNECTOR EVERY OTHER STUD e e e T E R,BG ,,� 2 x 6 STUD WALL I I I • RIM JOIST I METAL STRAPS —low. �? , I ' FO 094621ESS � STUD TO BOX CONNECTION ° , STUD TO STUD CONNECTIONS SHALL BE MADE VN/ SIMPSON STRONG TIE H6 CONNECTOR AT EVERY OTHER STUD ' UTILIZE MANUFACTURERS FASTENING INSTRUCTIONS PROJECT: METAL STRAP ' Addition & Renovation for: BOX/SILL PLATE CONNECTION Elaine FOUNDATION WALL BOX TO SILL PLATE TO BE CONNECTED ALIGNED W/ EACH STUD(16"O.C.)W/LTP4 MIN. Reich-Weinberg SIMPSON STRONG TIE H6 AND LTP4 UTILIZE MANUFACTURERS FASTENING INSTRUCTIONS • USE(1)H6 CONNECTOR EVERY OTHER STUD AND(1)LTP4 @ 16•'0 C 2420 Indian Neck Ln. Peconic, NY 11958 CORNER HOLDDOWN & METAL STRAPS NOTES: PERMIT SET 0 BEARING ENDWALL SHEAR TRANSFER PLATE DATE: 06/02/2021 �H;mn " T CORNER HOLDDOWN CONNECTION TO BE MADE W/SIMIPSON STRONG TIE DRAWN BY: JAR 41�4 ' CORNER HOLDDOWN HD8A ,:N��w.v.r. MINIMUM ! UTILIZE MANUFACTURERS FASTENING INSTRUCTIONS CHECKED BY: JAR EMBEDMENT • • • #5 REBAR ANCHOR BOLT SIMPSOON STRONG TIE R CORNER HOLDDOWN HD8A e , : HIGH WIND STRAPPING DETAILS 4 O.C. (TYPICAL) ;. ;; 12" FROM CORNERS • o. L00 • , :':' SILL PLATE TO MASONRY CONNECTION a• ' SILL PLATE CONNECTION TO BE MADE WITH LTP4 MIN.CONNECTORS a ° a• a• '• IN CONJUNCTION W/BP 5/8"ANCHOR BOLTS W/3x3 BOLT PLAITS ' WASHER PLACED EVERY 36"O.C. ) ` UTILIZE MANUFACTURERS FASTENING INSTRUCTIONS ,. SIMPSON STRONG-TIE BP TYPICAL INSTALLATION w/ a MUDSILL ANCHOR BOLT v N V M (D N O R 42 Montauk Ave ELECTRICAL SYMBOL LEGEND East Hampton , NY 1 1 9 3 7 SINGLE POLE SWITCH 120 V DUPLEX OUTLET 3 120 V DUPLEX OUTLET @ 3-WAY SWITCH X" 'X'HEIGHT ABV FLOOR 4 4-WAY SWITCH 120 V QUAD OUTLET j �D 11 A R DIMMER SWITCH � =0-- 120 V GFI -DUPLEX OUTLET Distinguished Design & Drafting _ � �� ✓r�_ �\ � _ __ _� �__ ^/�, ✓ �_� /� f� l\/ $ DOOR JAMB SWITCH � 240 V DUPLEX OUTLET DOOR JAMB SWITCH Q FLOOR/CTR TOP OUTLET PROVIDE HARDWIRE CONNECTION • FOR TELESCOPING MIRROR W!LIGHT ABOVE GFI CEILING HUNG FIXTURE A 6 3 1 3 7 7 - 2 0 7 7 (SEE INTERIOR ELEVATIONS&VERIFY TT SMOKE DETECTOR- (SEE INTERIOR IOOWNER) WALL MOUNTED j a r i o s d w g@ g m a i l . c o m WALL MOUNTED FIXTURE CARBON MONOXIDE CONSULTANTS: 111"' CO ALARM ❑ 3"RECESSED LED Brian TerBush, PE B DOWNLIGHT ® EXHAUST FAN(50 CFM MIN.) 76 Bay Road EF Halesite, New W r — 7 W / I L L _ J W ❑ 3"RECESSED LED T: (516)457-373grk 11743 COUNTER MOUNTED OUTLET — — 00 W DOWN LIGHT-WET LOCATION JO JUNCTION BOX r°- —01 ° I I o �, E: bterbush@gmail.com EF CAT6 ETHERNET CONNECTION . I L !11 %N 2B B W B� B B c L — - - - - - 4&'- - — J AFF 00 \ I MINI SPLIT AIR HANDLER — — J . —�_--� � —_�❑U)V LJB Ltg�. �f`JB "e 0B `B FIRM I I I \ C1 ` NORTH SIDE OF BARN L — — — J B REPURPOSED(E)BARN LIGHT F �B w UU w w w I w \ w �I` f- H � _ _ _ �. � MINI SPLIT �TT g Q �� Q Q—t J I J SD FLAT CLG 1 AIR HANDLER / I �2F J J J� J J ` I J ® 6F / AFF O / w O O O I� O / O r AFF o cD I I I \ _j_ IL — — — — — —L —11 LL tr — Ij � I II11 __ 1 4z„ / � / 1 AFF 3 3 4N\ SD OV REVISION SCHEDULE NO. DATE REVISION/ISSUE �(E)CARRIAGE LIGHT TO REMAIN Town Comments: Revise insulation& \����` ✓/� \_ �r\ A ��/�\��\�/�\\✓� 1 07/26121 remove oven \ /\ l\ Design Changes: Pass-Through 1 1 2 09/01/21 Window size&Hallway Door Style \ 1 3 06/04/26 Value Engineering&Design Changes a I I I I WARNING: IT IS A VIOLATION OF THE LAW FOR I ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY. 1 1 ©COPYRIGHT:2026 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF VARIANA, INFRINGEMENTS WILL BE PROSECUTED. FAN!LIGHT COMBO \ SEAL: OF NE�yo / ���'�Q,N TER EF —___// CFO 094621 PB I 3 4 ® PROJECT: 24 �B Addition & Renovation for: AF V _ 3 Elaine Reich-Weinberg REPLACE(E) B 2420 Indian Neck Ln. Peconic, NY 11958 NOTES: PERMIT SET DATE: 06/08/2021 DRAWN BY: JAR ae CHECKED BY: JAR ELECTRICAL & LIGHTING PLAN RCP - LIGHTING & ELECTRICAL PLAN "Ft" D 1/411 = 1'-011 a N_ O N O N O N W