Loading...
HomeMy WebLinkAbout45875-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45875 Date: 03/03/2021 Permission is hereby granted to: Renewal Date: 08/03/2026 Longdog Acres LLC 14380 Oregon Rd Cutchogue, NY 11935 To: (ready drawer)construct additions and alterations to existing single-family dwelling as applied for. Premises Located at: 14380 Oregon Rd, Cutchogue, NY 11935 SCTM#84.4-12.5 Pursuant to application dated 02/10/2021 and approved by the Building Inspector. To expire on 08/02/2028. Contractors: Fees: ELECTRIC-Residential wwwwwwwwwwwwwwwww_.................m_a_____a__......................._wwwwwwwwwww........_._aaam_..........._.................................wwwwwwwwwwwwww�wwwwwww $100.00 Renewal Fee $310.00 Total $410.00 Building Inspector - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - ., 1 — — — — — — — — — — — — — — — — — — — — — — — — - - - - r — — — — — — — — — — — — —. — — — — — — — — — ��3��-/PARCEL DEVELOPMENT BOUNDARY — — — I /L EXTENT OF KITJEN I ADDITION AND NEI DECK Ii EXISTING UTILITY / EX.CONC.COVER POLE TO REMAIN ' I ( I / CONCRETE PAD TO BE ( EX.GAS TANK REMOVED : -'- / I NEW DECK \ ...._....,,.. ._...... ,..,........- .. . .. ........._..,.- I' PROPOSED KITCHEN I _.... _ .._. _,.... . % Ir ADDITION- . — I •• /I - - - ; EXTENT OF KITCHEN I - EXISTING I / I EXISTING � I BARN , I ADDITION AND NEW DECK I r HOUSE T EXISTING UTILITY -- � POLE TO REMAIN J % CONCRETE i PAD TO BE / j1 REMOVED I % EXISTING I I ! NEW DECK I DRIVEWAY PROPOSED KITCHEN \ Z \ 1 I ADDITION O r / r lI 1t N X,(98 2' _......__.... ::::: \ X(97.7') �.J EXISTING Z Lf'f 46, �6 _ GARAGE ' I m EXIS ING �� W� O HOUk %Jr 1 I al �I X(97.7') W I I i % EXISTING -.11I %) (97.4) O SOD FIELD-� �I (' Q a� II � I % N GARDEN o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 1 � --------------------- l� _.................. ........... _...... ... — --- . ro ^' EXISTING DRIVEWAY �, t -- -—......_. ..... -j—---- % .......1_ I t"GO^3508'w i 1 W I O O Lu N I LL �-- O I � ` 1 taw lJ J0 1 t / N/O/F i t 0 W w uj, ' I WINIFRED HAh?ROGUE-DONAHUE I i O Op. I w t O = O- I I ; > r 0 H 1 t z 1 1 ' I III I t N 61"0T26''N r FEEXISTINGHOUSE102260 j I g I W 1 o t LINE OF CULTIVATION r I / II i._._._._-- - _ I N/O/F I _ --- - - -- - - - — - --- LIEB VINEYARD LLC EXISTING STONE I I I _ _ _-- - - --- ------ - i DRIVEWAY I I N/O/F I �\ N/O/F I THOMAS UHLINGER& \ EDWARD F.HUGHES I I KAREN UHLINGER II I A INSET A Plan 1"=30'-0" N/O/F LIES VINEYARD LLC 1869 20 N 60°32'14•'E N101F SITELj - KITCHEM `' STEVEN DUBNER LONG DOG ACRES lo/ 14380 OREGON RD SOUTHOLD CONSTRUCTION CUTCHOGUE NY � �� - - — — - - � � � DESIGN a SEE INSET A I N/O/F I N/O/F 4/ N/O/F Ic _� I THOMASGRAEB& ART OF TM # 1000 84 01 1 .6 250 BLUE MARLIN DR j / Z�, ROBERTA.GRAEB& DIANEGRAEB SOUTHOLD, NY 11971 ( / PHYLIS A.GRAEB 1127.Y 1' S 60°3�1�21"E 1 N101F 631-445-8263 T IIOMPSON LEGEND ` southoldconstructiondesign@gmail.com N 6 032"`/`1 — a NGU — j 9$2� _N60 .:dUB W I --,94159, N60•,3;Sb y� MATTLTUCKGUNCLUBLLC PROPERTY LINE N/P!R W/NIF'RED I N/0� LONG DOG ACRES I ��G 1°07 MICHAEL DEMCHAK& � I �fiAh4ROGUE- II ..�� 1022.G0' MARIADEMCHAK x(7s.o') EXISTING ELEVATION NIOIF14380 OREGON RD -DONANUE - -_ i LIEB VINEYARD LLC I 1F N — — — — — — — -- — CUTCHOGUE, NY I N/O/F i N/0/F I �� I THOMAS UHLINGER& I � t, EDWARDF. GJ�P'`� ., vQ�� KITCHEN ADDITION AND DECK- ' HUGHES LINE OF CULTIVATION . Q� �'� L J . , SITE PLAN KAREN UHLINGER- _ x. — - � �' '�(�'•� � L SCALE: AS NOTED PARCEL DEVELOPMENTS :.`r BOUNDARY �o `�9725� OCTOBER 18, 2020 �. KEY MAP 0�9 097257 ` SCTM # 1000-84-01-12. " s P— FENCE 1 Plan Scale: 1"=200'-0" DRAWN BY: JPO TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS ARE IN COMPI IANr'F WITH THE ENERGY CONSERVATION CONSTR1ICTION CODE I I Hill F1 F1 I I I I I I --A I t 32' 0" 81 NORTH ELEVATION {� N 1/2"=1'-0" cr r uj Li may© V 9{G 5 Z RpfiESS10 SOUTHOLD CONSTRUCTION LONG DOG ACRES HOUSE DESIGN 250 BLUE MARLIN DR SOUTHOLD, NY 11971 14380 OREGON ROAD 631-445-8263 southoldconstructiondesign@gmail.com LONG DOG ACRES CUTCHOGUE , NY 14380 OREGON RD CUTCHOGUE, NY PROPOSED ADDITION- ELEVATIONS SCALE: 1/2"= V-0" OCTOBER 10, 2020 SHEET NUMBER PROPOSED KITCHEN ADDITICON AND NEW DE K PROJECT NUMBER: 2020.01 A-0 DRAWN BY JPO TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS ARE IN COMPI IAHCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE ... ... ._.._ ._..._.... ............................................. .................. ........................... ...... ................. .. - ............... . ................ .._. J. . ..... ............ I _1 ..... ................ ................ _......................................... _... _ ... _.... . 1 I Z. i I 1 i - — — T.... r 7 -- —— T r T t 1_a 1 rir I I lin 1: 1 NORTH ELEVATION WEST ELEVATION l .............:.:... .............................................................................................................................. ............ ..................... ---- _... _ JUL (�TIII-.��IIIIT.,,��,,fIIII IIIIf��IIlff���TII1I Itr� � , ' I ! ' r , - --------- ----- __..._...._.... _ f i ..�.. .�L r.�=i.�L-�_r-.�_T...._.... _......._ _ � _LL..I_.:�...-T 7.I-_.�....................._T..... .. S - -------- --------- --------------------- ��.. - - ._. _ -_ -.r. I '-A-:::L. S._m. _.._I-.. C. .._: _ =1__.. L .. 7 I�.I- - I � 1 Fff H111.0 OF NEW �P J�v4. Dtt,q�,o 0,p tZ EAST ELEVATION SOUTH ELEVATION 1/4"=1'-0" SOUTHOLD CONSTRUCTION DESIGN LONG DOG ACRES HOUSE 250 BLUE MARLIN DR SOUTHOLD, NY 11971 631-445-8263 14380 OREGON ROAD southoldconstructiondesign@gmail.com LONG DOG ACRES CUTCHOG N Y 1 OREGON RD U CUTUTCHOGUE, NY EXISTING HOUSE ELEVATIONS SCALE: 1/2"= 1'-0" OCTOBER 10, 2020 SHEET NUMBER PROJECT NUMBER: 2020.01 A- 1EXISTINGELEVATIONS DRAWN BY.- JPO TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS ARE IN COMPILANCF WITH THE ENERGY CONSERVATION CONSTRUCTION CODE ...... — . — . ._ . _ . — . — . — . — . — . — . — . — . ._ . .- . - • EXTENT OF EXTENSION AT SIDE •� OF KITCHEN AND NEW DECK 1 ----- I � __.'__ .'......._.._I ................_......._.._...._._I --__.....-:..:.::-.::...:_.........._.........:............ .. 12 1 1 4 -- 1 1 1 — . — • I --- --- • it • r I I ; I I� II � ;. 1 L � Ii SIDING REMOVAL 1 r=Lr 1 AND NEW ENTRY 1 I ( ...-I_ .... .......... _s. .._i....L.._I. ......_ i 1 y ram....._...... rT._IT.L.._.............. s.. _'. DECK �_ s. PORCH DECK i _,� � --- - r _:- --- ------ L...5 III I • I - -- - -- - - - - - -- - _ 1 r [�.".7 '_:.L....._:.....:T....:T'......T .f. .:...."I:.:.L....I� "'L. T...I..:7.:.�I:...`r..::::1.:. .......___- ..._........ ..... .... .................... ......._............... ......_...............__...:S -- LILIL .. ..I_Z.........L...r..L_ _ 1.........L.....�f......................:-T.__ ._.............._.......__._......_.._...._..._.._............-- --................_..._..._.._. ..........................._.l.. .i....__............ I. I - i - -7------ -TjI - - I -r- - I -- I I 1 - -....._�.... , TT I 1 � JIT • — • — • — . — • — • — • — . — . — • — . — . — . — . — . — . — • — . —` sk . • . . — . . . — . . • — . . . . . . . — . — . . . — . . . — —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-/ EAST ELEVATION WEST ELEVATION 1/4"=1`-0" ICI. _ Z .....__. . --..... : - -. ......._........... ... - - __._.____.-.__-___ - , _ , _ , _ , _ , — , — , — , — , _ , _ , — . — . — . — • — . — . —. — . — . — • — . — . — . — . — . — . — . — . — . _ . ._ . _•—.— •—. —.— . — •— . — • _ •_ •—• —•— _ • EXTENSION AT SIDE 1 __... EXTENT OF EXTENT OF EXTENSION AT SIDE 1 1 S 4 : ... . :.:.:.. ....:... . OF KITCHEN AND NEW DECK 1 OF KITCHEN AND NEW DECK ' _ - 1 I � ; - - ❑E10 _.. 1 I � �i FIL - IT = FH �LIL um : —_— -_# v...- 1 1 of N'•Y ! 4 ! ! ! ! EXTENT OF BRICK SIDING REMOVAL ! �P� ' °'�q,,%° . _ , _ , _ , _ , _ , _ , _ , _ , _ • _ , _ , _ . _ , _ • _ . _ . _ . _ . _ . _ . _ . � . _ . _ . _ . _ . _ . _ . _ . — . — . — . — . — . — . — . — . — . — . — . — . . . _I. � i AND NEW ENTRY PORCH DECK Aa ' . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . . . ..• ~� 79 25? SOUTH ELEVATION NORTH ELEVATION paFcss'lo � 1/4"=1'-0" 1 4"=1'-0" SOUTHOLD CONSTRUCTION LONG DOG ACRES HOUSE DESIGN 250 BLUE MARLIN DR 14380 OREGON ROAD SOUTHOLD, NY 11971 631-445-8263 southoldconstructiondesignClgmail.com CUTCHOGUE, NY LONG DOG ACRES 14380 OREGON RD CUTCHOGUE, NY PROPOSED ADDITION- ELEVATIONS ED KIT ADDITION AND NEW DECKS SCALE: 1R1 PROPOSCHEN0 202 OCTOBE0, 020 SHEET NUMBER PROJECT NUMBER: 2020.01 A-2 DRAWN BY- JPO TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS ARE IN COMPI IANCF WITH THE ENERGY CONSERVATION CONSTRUCTION CODE 12' : F [ .... .... .... ._ .. ..... .... ..... t , C UP I ' : i IUr 4r• I� _H j I 1 } - KITCHEN i i ! I'€i b ' EXISTING HOUSE- - Ili NO CHANGES ` II PROPOSED DECK ... .. ors I P - FF 1 1 r 12' t .r I . I d ► D1 y._. ' b PROPOSED KITCHEN ADDITION ' ! j I , .P I I El ! , • e I p 1 i , ,I • I • I r„ EXISTING FLOOR PLAN ; C SCALE 1/4"= 1'-0" --'-- I o. � I [ WOOD FLOOR „ mj WOODFLOOR { �� P; I, � rrt 5,N•r W100 hI ! ACCESS HATCH TO DEMO EXTERIOR WALL i BASEMENT ENTRY 12' • - -- WOOD FLOOR UP 1 I PROPOSED DECK I DEMO BRICK PORCH AND 3 BRICK HALFWALLS DOWN :--,', -. • : -1 TO TOP OF FOUNDTION = ; . - KITCHEN " i - t� r, ..._......_._—.-_ ._.______—_ .,v.,.. ......,.m... , , l 1 I 4 { 18, # r EXISTING HOUSE- I ' NO CHANGES ,�,.� _ PROPOSED KITCHEN ADDITION ° Ditql 0— N� ' ALE 1 4 - 0 Lu 0972 r C5 - cu 12' OfifiSS10NP DEMO EXISTING WOOD DOOR BASEMENT ENTRY.ADJUST -;-=,�=,----.---- CONCRETE TO CCEPT BILCO BR-2 /• DOOR ASSEMBLY UNDER ACCESS _ �— /' ;;% HATCHF DECK ABOVE SOUTHOJj ==.�-j -��,,�,''� ;:, f,;;- FROM LD CONSTRUCTION DES IGN GN 250 BLUE MARLIN DR SOUTHOLD, NY 11971 631-445-8263 southoldconstructiondesign@gmail.com 111 : LONG DOG ACRES 14380 OREGON RD CUTCHOGUE, NY DEMOLITION PLAN KITCHEN ADDITION AND DECK - SCALE 1/4"= 1'-0" SCALE: 1/4"= 1'-0" I- STZ SEPTEMBER 12, 2020 A-3 DRAWN BY. JPO TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS ARE IN COMPI IANCE WITH THE FNFRGY CONSERVATION CONSTRUCTION CODE 112 . 19511 00 i ......................................................................... 00 00 E f i r —' --------- — --- -- -- — _—_ I 1 i I I 3811 D 1 02 j< D1 01 D 1 00 SCALE 1 -- 1 1-0 11 SCALE 1 " = 1 '-0" = SCALE 1 " =1 '-0" 63 " (DO R �•Acc ���.rryyy {yyyQEEEc ��x�� I r 9725� Gt, ,� • • „ R0 SSIO�P� • SOUTHOLD N CONSTRUCTIO a4Urtr�v tides WINDOW & DOOR W 100 DESIGN www.citadelwindowanddoor.com SCALE 1 11 -- 1 '-0" 250 BLUE MARLIN DR SOUTHOLD, NY 11971 631-445-8263 southoldconstructiondesign@gmail.com - Finish: RAL color TBD from samples, matte 9004 or 9005 - Glass: SNX 62/27 triple pane Low-E energy glass, tempered - TDL: True divided lights as shown per panel LONG DOG ACRES g p 14380 OREGON RD - Stops: Triangular glass stops CUTCHOGUE NY - Door hardware: Customer to provide KITCHEN ADDITION WINDOWS AND DOORS - U VALUE MAX 0.27 SCALE: 1"= 1`-0" - SHGC MAX .040 SEPTEMBER 15, 2020 A-4 DRAWN BY. JPO TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS ARE IN COMP1 IANCF WITH THE FNERGY CONSERVATION COI`ISTRUCTION CODE RB 03 fT I RR02 OVE F MED 2�6 RR 2�6 RR co C:) 4 EXISTING ROOF WITH KITCHEN ADDITION ROOF EXISTING ROOF O� UEI 0 c. Z A 41 1, Or ss�oo SOUTHOLD CONSTRUCTION DESIGN 250 BLUE MARLIN OR SOUTHOLD, NY 11971 631-445-8263 southoldconstructiondesi_qn@_qmaii.com LONG DOG ACRES 14380 OREGON RD CUTCHOGUE, NY KITCHEN ADDITION AND DECK- EXISTING ROOF AND PROPOSED ROOF PLAN SCALE: 1/4"= V-0" OCTOBER 10, 2020 A-5 DRAWN BY. JPO TO THE BEST 01: MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS ARE IN COMPL IANCF WITH THE FNFRGY CONSFIRVATION CONSTRUCTION CODE -----------------------------------------------•-----........., / --POST,SEE FRAMING PI AN SIMPSON GPT66Z Eo',T BASE� �--(2)-12^0 ANCI IOR VOL TS ACA E SIVN.LY ENII.F DLD 5'W1 SIMPSON SET XP EPDXY , i I2'050NOTUBE ' o p (3)-Y5 DOWELS AT n i j WI0-8^1100K y � rcbF2H"BIG FOOT `I FOOTING" I TYPICAL SONOTLIBE FOOTING DETAIL ------------------------------------------------------'------ 1R 3 ��,• -----------------------------------------------1 I11,:: 1B-01 (2)2X10 nf:,9 � 1160 1B-01 (2)2X10 ' o FLOORFRAR'IH', .O 4X4 POST ON Jl.t-PLAN �-FLOOR FRAMING SEE RAN I � .- (� 10" SONOTUBE X X o cv � cv 1 ---p a,}cnNr TOP AND p 2X DLOCKIN AII6'oc PND BOTTOIf, ( NN W t Al PI I.PO�T 1 O(:Ai1c:NS co X TYP .�`. CONNECT P T PLATE TO 9 FOUNDATION SHELF W( .OM�'.ONG ANCIIW DOLTS TCIPOFWAIL51--111UN �(1}HA T(IP ANU 2(1TT(N.9 ' !11 iciisTBPALl"FL 10WA11 -�-"- / , i3 Z�6V `J'^ 9' 5„ 1B-02(3)2X12 1B-02(3)2X12 RB 03 (2)-7-1/2" LVL ___. i L1NMF'O F'.XPANIION I '! IAATE TFRIAL O CV e- I �C ' BOTIO110f FOOTIW.NG I �;b.3. , i cV Fl SEF PI AN--11 I � li Q i ....1'-t:r ...... 1 c"j 2 _ In TYPICAL FOI INDATION DETAIL i r h a .... - _— - .. ... ...................... ....m.._...... ....•.. __---..T•1=.... .,..._._....-,_».,.. RB 02(3)-7-112" LVL ------------- ----------------- L UP i Ifni X N�x." ..; ".�. ilil ?Ufi j • +' X Ik .v' - 1 C3 04 2l 2 10 ------- ''----------- - i #5REBARDRILLED cr INTO EXISTING — ---- U FOUNDATION 12"OC ' VERTICAL o 1 I I 1 I I I ( x n W El ; Ln I , m NEW CRAWLSPACE FOUNDATION n I I n I � 2XB PT DECK JOISTS 16"O El I ILI WOOD FLOOR 0 o D EXISTING CRAWLSPACE FOUNDATION WOOD FLOOR ` 248 PI DECKDECKJC (2)2X8 HDR __ --- : I .�:' _ .. ......._ \ I. IL 1 B-05 (2) 2 X 10 WOODFLOO — ---- R ^t----_.._.._...__... fi_... ....._......__....- i ............................................................................................ i V 1B-0 (12)2X12 B06(2) 2X12 1301 f co co - O BASE!AE T ..N RYMSTIR �c V Lu p 60 1B-09(2)2 X 12 r2:,: 1::1:1, N1B-07(2)2 x T,�� . . .._. _... ... .. . _ ... ".._... ......._.._ -., -__ _..__ ..._ r� 3 18, OF NEW A� . Drt,,tioO,A 1 B-08(2)2 X 10 (I; 1 B-08 (2) 2 X 10 n;* QP ;A A a Im C� �'_"r 'r.`� ' .✓` to YOF'E SSVO SOUTHOLD CONSTRUCTION DESIGN 250 BLUE MARLIN DR SOUTHOLD, NY 11971 631-445-8263 southoldconstructiondesign@gmail.com LONG DOG ACRES 14380 OREGON RD CUTCHOGUE, NY KITCHEN ADDITION AND DECK- FOUNDATION AND FRAMING PLAN SCALE: 1/4"= 1'-0" OCTOBER 10, 2020 A-6 DRAWN BY JPO TO THE.BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS ARE IN CONIPI IANCF VVITH THE ENERGY CONSERVATION CONSTRUCTION CODE CONCRETE ASPHALT ROOF SHINGLES GENERAL WIND PROTECTION CONNECTION NOTES CONCRETE OR MASONRY WORK SHALL INSTALLED AS PER SECTION R905.2 OF GYPSUM WALL BOARD Adapted from Standard for Hurricane Resistant Residential SHALL BE DONE DURING TEMPERATURES THE RESIDENTIAL CODE OF N.Y.S. ALL INSTALLED AS PER SECTION R702.3.2. Construction; SSTD 10-99 and 2001 SBC High Wind Edition Wood OF 40 DEGREES F. AND FALLING. NO SLOPED ROOF SHINGLES SHALL BE THROFrorne Construction CONCRETE SHALL BE PLACED ON GAF-CLASS-A ASPHALT ROOF SHINGLES CODDEE O OF .02.3.6 OF THE RESIDENTIAL Fasteners and Connectors for Wood Frame Construction _ FROZEN SURFACES. NO ADDITIVES SHALL OR APPROVED EQUAL. SHINGLES SHALL CODE N.Y.S. GYPSUM WALLBOARD NORTH VIEW BE ALLOWED WITHOUT WRITTEN BE APPLIED OVER 15# ASPHALT FELT APPLICATION SHALL BE TAPE JOINT 1. A continuous load path between footings, foundations walls, PERMISSION OF THE ENGINEER. ALL WITH GAF-WEATHER-WATCH ICE AND SYSTEM. ALL GYPSUM BOARD TO BE floors, studs and roof framing shall be provided. O CONCRETE IS TO BE MIN. 3,000 P.S.I. WATER BARRIER APPLIES AT EAVES, 1 2" ON WALLS AND 1 2" ON CEILINGS� � 2. Approved connectors, anchors and other fastening devices not AT 28 DAYS & 3,500 PSI FOR GARAGE VALLEYS AND FLASHING. ROOFING UNLESS OTHERWISE INDICATED. FINISH included in the Standard Building Code, Table 2306.1 shall be SLAB. PROVIDE ALL SLEEVES AND CONTRACTOR TO PROVIDE ALL FLASHING JOINTS, J-BEADS. NAIL DIMPLES, installed in accordance with manufacturer's recommendations. FOUNDATION VENTS AS REQUIRED BY NECESSARY FOR A WATERTIGHT, CORNERS AND EDGES SHALL BE TAPED NYS CODE. UNLESS INDICATED, ALL WEATHERPROOF JOB. ROOFING IS TO BE AND RECEIVE THREE COATS OF JOINT 3. Metal plates, connectors, screws, bolts, and nails exposed FOUNDATION FOOTINGS ARE TO BE A APPLIED IN STRICT ACCORDANCE WITH directly to the weather or subject to salt corrosion in costal _._._... _ ._._ ........... ..._._.__ ,_.-.-._.-.-.-._.-._._,_._._._............ _._._.-._._.__..__ _ THE MANUFACTURES SPECIFICATIONS. COMPOUND. ALLOW 24 HOURS TO DRY areas, shall be stainless steel or hot dipped galvanized. _.._. .___.._._.... ...,._._ - MIN. 6" DEEP PROJECTING AT LEAST 2" CONTRACTOR SHALL SUPPLY COLOR BETWEEN COATS. FINAL COAT TO BE ON EACH SIDE OF THE FOUNDATION SAMPLES OF THE SHINGLES FOR SANDED SMOOTH. METAL CORNER BEAD 4. Where windows and doors interrupt wood structural panel ® WALL. PROVIDE TWO 5 DEFORMED BARS OWNER'S APPROVAL, PRIOR TO sheathing and siding, framing anchors or connectors shall be # TO BE USED ON ALL OUTSIDE CORNERS provided at the top and bottom of cripple studs, header studs, ' CONTINUOUS IN THE FOOTING. ALL 4" INSTALLATION. AND AROUND ALL OPENINGS. and at least one stud at each side of opening. ® 16 THICK CONCRETE SLABS TO HAVE 6X6 LIE 4' 10/10 WELDED WIRE REINFORCING. 5. Ridge straps shall be attached to each pair of opposing rafters except where collar ties of 1 x6 or 2x4 lumber is located in upper ANCHOR BOLTS IN CONCRETE SHALL BE GLASS WINDOWS AND DOORS INSULATION third of attic space and attach to each pair of rafters. 3' 3" HOOKED 5/8" X 12" AT MAX. 3' O.C. TO BE INSTALLED AS PER SECTIONR308 ALL EXTERIOR WALLS AND ROOFS SHALL 6. Uplift connectors shall be provided at each rafter bearing. PROVIDE BITUMEN EXPANSION JOINTS OF THE RESIDENTIAL CODE OF N.Y.S. ALL BE INSULATED WITH FOIL FACED BETWEEN SLABS AND FOUNDATION GLASS IS TO BE INSULATED LOW-E FIBERGLASS BATT INSULATION BY JOHN 7. Floor to floor hold-downs to be provided every 48, and every WALLS. UNLESS OTHERWISE SPECIFIED. GLASS MANVILLE OR APPROVED EQUAL, FOIL TO 16" within 4' of exterior corners. SUBCONTRACTOR SHALL NOT INSTALL BE PLACED TOWARD WARM SIDE OR AS SHOWN ON PLANS. 8. Sill Plate to Foundation Anchorage: Sill plate shall be FOUNDATION DAMP PROOFING GLASS UNTIL PROPER CLEARANCES ARE anchored to the foundation with anchor bolts having a min. bolt INSTALL TWO LAYERS OF TROWELED ON PROVIDED. ALL SLIDING GLASS DOORS, diameter of 5/8" and 3" x 3" x 1/8" washers. A minimum of FIBERGLASS MASTIC. (FED. SPEC. S.S.C. SKYLIGHTS AND/OR WINDOWS AS one anchor bolt shall be provided within 6 to 12 inches of each end of each plate. Anchor bolts shall have a minimum 153 TYPE-1) MEMBRANE TO BE REQUIRED BY CODE, SHALL BE INSULATED embedment of 7 inches in concrete/ masonry foundations. CONTINUOUS FROM TOP OF FOUNDATION TEMPERED GLASS. ALL GLASS DOORS Anchor bolts shall be located within 12 inches of corners and at AND EXTEND TO LAP EDGE OF FOOTING. AND WINDOWS SHALL BE INSTALLED IN ELECTRICAL_ spacing not exceeding 4 feet on center. STRICT ACCORDANCE WITH THE ALL WORK SHALL COMPLY WITH THE FIREBLOCKING MANUFACTURES SPECIFICATIONS. ALL NATIONAL ELECTRICAL CODE AND ALL ____._�1_! J�J..RE`°1STANT CON TRUC-I t^; cc;N'1FCT rs WINDOWS ARE TO BE CAULKED AND ---_.NJ-c�1ov I_ocnn^,"_--- _ART NI„ffi:F -- -- PROVIDE IN ACCORDANCE WITH R302.11 NOr_'> OF 2015 RESIDENTIAL CODE OF N.Y.S. STATE, LOCAL, AND UTILITY COMPANY LNN. fN LIO 1 R;_ - ,)f 21" APPLY o EA H FAIR or RA,reRs_,_ r� SPECIFICALLY VERTICALLY AT CEILING SEALED AS PER N.Y.S. ENERGY CODES AND REGULATIONS. ALL CIRCUITS RAFTER-TO u.ALL H7 APP Y 10 tA-11 RAFTER �r� V,J AND FLOOR LEVELS. BETWEEN CONSERVATION CODE REQUIREMENTS. SHALL BE MINIMUM 15 AMP. POWER r.Ar'TEP.TC-PLATE F:B .,, F:25 APPGr TO F =" RAPER CONCEALED STAIR STRINGERS AT TOP PROVIDE FLASHING PANS UNDER ALL WIRING SHALL BE MINIMUM 14 AWG. - Hi 1F_-7o_Willi ST.m _:-n » n_, 'iY I_r�r.+ 'Jn:.L S.Tun ' AND BOTTOM OF RUN, AT OPENINGS -- SLIDER, DOORS, AND WINDOWS WITHIN A CONVENIENCE OUTLETS SHALL BE T 1 _FLoOR WALL _f'_ to , aJ, ANAL' rr EA H_vA L ruu o AROUND VENTS, PIPES, DUCTS, CABLES, 6 OF AN EXTERIOR SURFACE. ALL • " 11I 1PER TO-LACK IUD C52o 1 1_" APP,t t1 F1r_i JA L STUD AND WIRES AT FLOOR AND CEILINGS EXTERIOR DOORS ARE TO BE FULLY LOCATED 12" ABOVE FINISHED FLOOR - - .. CF.:f>f>I,E S`L�_-TG-HFACF:?...........................F13,,,,,,,,,,.,,,_,,,.,,,,.4,�P.1 T'J EACH.CRIPF?L F....TUU........_..... LEVELS. BLOCKING TO BE 2x WOOD UNLESS OTHERWISE INDICATED. ALL __I wA.L HO:DDOWN ANCHUc 5STr>i6_ A Ft,_ , Fa ,_�ItrWgl-i_rllr FRAMING OR FIBERGLASS BATT WEATHER-STRIPPED. PROVIDE ALL WRAP ON(LP P a SILL PLAT- SWITCHED TO BE LOCATED 36' ABOVE T nc,cP. uNCFH sL:.. PI ATF cS2c l,F WITH 6 ,all 1 VVA� flfR T INSULATION INSTALLED AS REQUIRED BY SCREENS AND HARDWARE AS REQUIRED. - -- W CODE. ALL GLASS IS TO BE FREE OF THE FINISHED FLOOR UNLESS OTHERWISE �OFl,9ill F- IOW F1h RCCOMCNDf:i"J?4,AT;AI IN9TR4C Uu=`RA"`:F R 'rIMDM"i;a4NT ti S 4;PC SCRATCHES AND IMPERFECTIONS AND INDICATED. SUPPLY RECOMMENDED ' LAMPS IN ALL FIXTURES. FRAMING AND ROUGH CARPENTRY GUARANTEED BY THE MANUFACTURER - -__ -=- --- _ __-=--__----___--:- JOISTS RAFTERS AND STUDS SHALL BE FOR A PERIOD OF NO LESS THAN 5 IA.BLL 3.1 NAILING SCHEDULE AS PER ANSI/AI&PA WFCM ......_.._..... ......_.................__.............._................._...._. ..._.................,....,,,,...,................................................._..........._...........,._,.._............. 00 CONSTRUCTION GRADE DOUGLAS FIR 1100 YEARS. DOOR AND WINDOW "I'MDrR of JOINT GFSCRIPTION � NAIL SPACING PSI. ALL WOOD SILLS AND WOOD IN COIAH:RJ NAILS MANUFACTURER TO BE DETERMINED (3Y .................... ... ............... CONTACT WITH MASONRY SHALL BE CCA - - -_---- - -:,._...- ----- m-,, ._......._..................... OWNER. RAI 1ER TD I(,P FLAIL(lOL Nr.1LED) (4)6d PER RAF IfR .........................-._...__..._.._._.....-._............ ---......._...._........................ --_. ....... . ..._.... TREATED. ALL EXTERIOR SHEATHING SHALL cFItfN6_tu!HroTOPPIA-r-.L'F-rAueD> —_...... (41 Pe 'asP EILIR Jan TO PARAIIFI RAFTER(FACE NAILED)' 4 1¢d PER LAP BE 1/2 CDX DOUGLAS FIR PLYWOOD UNLESS nu c JO,LAPS otrR PAFTI oNs(FACE NAILED) (4) 16d NOTED OTHERWISE. SUB-FLOORS TO BE BL0 K:Nc TO RAFTER(r F-Ndiirdj - (2�6d me F1:0 Ilf?IL1 BOARD i0 RAFTER(END NAILED) (?)16d-- ---_ - EACH END 3/4" CDX PLYWOOD EXTERIOR SHEATHING ---- --- - -- -`---- ---_"- WAI L FRAMING ..._....-......_......._...._..._......__._ ......_. TO BE COVERED WITH "TYVEK" HOUSE WRAP :iloP F'IATE 101111'PLATE(_A(.E NAILED) (2)led` :-R Foot .. .. I IJP PIAJE AT .Nff RSECTIO".S(FACE NAIED) (4)16d JOINTS-EACIi SIDE OR APPROVED EQUAL. BLOCK STUD WALLS j,nJo 10-,Gifu(P ACF NAL FD) (2)16d 24"OC.AT 112 STORY HEIGHTS AND AT ALL DESIGN LOADS AND SPECIFICATIONS and R'TO HEAnff.tFACE ',Ali',) ""' "-' led iF`6'E AlONG tCGE9 IOP OR HOI IOM PI AIF IU',IUD(I ND NAILED) ... ....._...._..... (2)16d.........._...................... ...PE?...2x4 STUD ..... ...... ... UNSUPPORTED EDGES OF PLYWOOD. PROVIDE GROUND SNOW LOAD 20 PSF (3)10 P1R 2x6 STUD SOLID BLOCKING AND DIAGONAL BRACING OF (4)1Cd- P[R 2x6 S1u'r DECK LIVE LOAD 40 PSF ri iorn�Lr.Eiu F et"+ ofsi.E raoicisr,__— _ _ — ._._ .. FLOOR JOISTS AT 8' O.C. MAXIMUM AND FN_D,IOf,T,OR B10cKINr:(FACE NAI ED) (2)16d'' PER FOOT • CEILING LIVE LOAD 20 PSF ---- ---- SOLID BLOCKING UNDER ALL UNSUPPORTED noon FRAMING. - - - _- FIRST FLOOR LIVE LOAD 40 PSF _. .__.._v_.........................._... ............... ._........... ............ EDGES OF PLYWOOD. ALL CAP PLATES TO clst To ILL,r,P'CAGE oF'G:- (TOE NAILED) (4)6d P.Ii JEsr DESIGN WIND SPEED (TABLE R301.2.1.3) 109 MPH bko(,wc 10;of'r(,c'I.i,A1�Eoj-- - (z)ad EAcrl END BE DOUBLED AND NAILED BOTTOM CAP HLOCK'NG TO.O1,T(For_NAILED) (2)6d EACH END PLATED TO END OF STUDS. LAP CAP SEISMIC DESIGN CATEGORY B OCr NG To dii cl: io io1 Pt ATE (ro rJAatn) (3)16d EACH BLOCK WEATHER INDEX SEVERE uoG:R',!H'uJ tltAM(FACF NM[b) (s)lid— - EAct+Joisr PLATES AT CORNERS. WHERE FLUSH ;ill 0!,JEDGFR i0 HFAIA(IOF NAPFO) _._._.........................._.......p)..8.................................................__.._FIR,J01ST__..._.. SOUTH VIEW -FROST IN T 3 FEET _....__........... . . ..............................................._.._.......,,-,.....,............._......... FRAMING OCCURS, USE MIN. 16GA SHEET LINE DEPTH E A D JOsI To EI;r'(FJIt 4AHEr;) (s) 6d P:R Jp1<r TERMITE MODERATE TO HEAVY IBAI.D'JUST-0 SN o MY PI-Alf (OE NAI ED u (ti 16d E 'rc61 METAL JOIST HANGERS BY "TECO" OR DECAY SLIGHT TO MODERATE - R uF iEnTrlru -- APPROVED EQUAL. ALL CORNERS TO BE WINTER DESIGN TEMPERATURE 11 "" """"" ` "' - - - - j R' --1- F°`Es MINIMUM (3)2X STUDS. HEADERS SHALL BE ICE SHIELD UNDERLAYMENT REQUIRED YES cE1L,Nc sr,EAn+me _:r.uu wAn ROAN,___.—_—_ __—T_ 5d COOLER-, 7'rncr/io'FICLFIFL, ...................................... MINIMUM (2)2X6 UNLESS NOTED ON PLANS. CLIMATE ZONE 4 WAG SHEATHING MINIMUM BEARING FOR STUDS, JOISTS AND CONSTRUCTION TYPE V !�TRU^,T�RA. FANIT JIEAR REJUPES AN PLY 6d r, EDGE F Fl; BEAMS SHALL BE 3 1/2". USE DOUBLE SOIL CAPACITY SC SOILS 1,500 PSF MwA.I BA(FIl ooIFR', "tf,l /to Fill) f OOR SHFAIHIN JACK STUDS FOR HEADERS OVER FIVE FEET - - ------ • iRU I,RA_ IAtvFlS IN LENGTH. SEE NAILING SCHEDULE NEW ,INCH OP LF,3 6d 6'LOGE/12'FElD YORK STATE CODE. u!i ,,,, T t cRFnrF THAN,INCH Iod_--- - - 6"fnr_/6"FI LU 36' 1 Al ;111 D Arl; 4 H " ^ t.hr,.�; OC.:I•ar1AT.0 AR.r;, r-------G:3 ,<; f'i F;n , - H-of f.��: TIP, r AI ;tA� AT AIL KING STUD NITIV'-1C RA.':P 'It. r _ —16" Trr Ai / I T,P wt 1. Hun. CRIPPLE STUD P.a AT i C,C A =R P'_AN-, HEADER - �— �l J1 I `.RV .Cf-,I A', P ER PLFar a', � '� III ,iF'. III'•TF AT ASPHALT ROOF SHINGLES - - t JACK sruos A_J i`,G r:CT IT, (CI iVATb"_) ---_........... ICE AND WATER MEMBRANE Nei to Scat) '� 1 .�•4•'�[-1" _10 CWG- 2X6 ROOF RAFTERS I', I TYPICAL HEADER CONNECTION If, r rL F< v. R-301NSULATION t'l .- H i ------ '� Ell` F,' LC: .At - \\ AT a S IOF%, (:_ r'�J W "� .;--_ \,\�,�,,`•� `.�\ i�� /�,� \- \ / -�! ; `/ �%� RAFTER -4 i R!114 it lh TOP 'I ATE _ HF _ -- " WALL STUD J" t.:E 4' - r- FE.,J.tE TO A F_\ _TRAP., ALTERNATIVE RAFTER TO WALL STUD CONNECTION L (2) MICROLLAM RIPPED AT 8-1/2" W 1/2" X8" STEEL FLITCH PLATE : NC:I 1 I A E —_- ___-- - - - n_-•,- _--- __. _. - _-__. - _-- .. _- - -__—__ _- _— _. _. _ .._ G, r•,�,T�.r2 T.) F :,e'I UFtI T �f JJF,�,,N; hill Il APF-I'v L. U, :'l I,AL, fN'; LIP I ;4A(A PA: L', A' //� i SHaWIJ S1RA,%P:N(: A RAF-,I' TG 101I l',AfF : I I I O,,II I I)A f,O.J 1013L RLAiI+LU l I 2X4 WALL FRAMING 1ST, FLOOR WALL STUf1— o J 1ST 0 C 1/2" CDX PLYWOOD 1 DEL. SILL PLATES SUBFLUOR 3"x3xY2" STL. BLARING PLATE MANUFACTURED (TO OVERLAP JOINTS) \ BY SIMPSON STRONG-TIE CONNECTORS MODEL No. RIM BOARD SILL GASKET E) LBPSY2 OR APPROVED EQUIVALENT & LUESKIN MEMBRANE I �� TERMITE SHIELD DOUBLE SILL PIATF 8'-0" 1 I %"x12" HOOKED ANCHOR BOLT- FOUNDATION WALL CAA 4'-0" O.C. AND 12" FROM CORNERS _p I - AND WALL 0 ENIN S TYPICAL CEDAR SHINGLE SIDING -- - , I I I 21 INSULATION i FOUNDATION WALL_ 1ST. FLOOR TO FOUNDATION CONNECTIOIi I .,ILL FLAILS TO FOUNDATION ANCHORING _............. _t i i i I ' I R-30INSULATION I .......................... ... . ---- ------- - - ------- - SOUTHOLD CONSTRUCT/ON ;.i r, t1 934 _� ---- ---- --- - -- __ - - DESIG N 8" POURED CONCRETE 250 BLUE MARLIN DR FOUNDATION 3, SOUTHOLD, NY 11971 3'-8" BITUMINOUS DAMP 631-445-8263 PROOFING southoldconstructiondesign@gmail.com T - 8"X16" FOOTING $ I LONG DOG ACRES 14380 OREGON RD -r _ 4' of Nl CUTCHOGUE, NY 6 NORTH VIEW C, ��" �c V\ KITCHEN ADDITION AND DECK- 20..-0...................................._..........................__.............................................,......................._............................... ......_......_...-............... . .. Q� `. �. DOOR FRAMING PLAN � SCALE: 1/2"= 1'-0" EAST VIEW r ` ' ' .. � "' SOUTH VIEW �`� ` r ,� OCTOBER 10, 2020 A-7 DRAWN BY: JPO TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS ARE f COMPLIANICE WITH 1HE ENERGY CONSERVATION CONSTRUCTION(-ODE