HomeMy WebLinkAbout50075-Z G -3-H3 5 D Is �\5&e.5sOZ5
ISSUES/ IONS REVIS
RE�',InF(�ITlAI GENERAL [\lOTF�, AMENDMENT
MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA FROM TABLE N 1 102. 1 .2 (8402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
1.TH15 PROJECT 15 THE ADDITION AND RENOVATION OF AN EXISTING I-STORY,SINGLE FAMILY GROUND SNOW LOAD 20 P5F (PER FIG. 1608.2 BCNYS 2020
STRUCTURE,AND NEW CONSTRUCTION OF A DETACHED GARAGE,ZONED AS R-40. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.3(1)13CNY5 2020
2.THE HEIGHT OF THE EXISTING STRUCTURE WILL NOT CHANGE.THE PROPOSED HEIGHT OF THE GARAGE SEISMIC DF-51GN CATAGORY B (PER SECT. 1613 13CNY5 2020 GLAZED BASEMENT SLAB CRAWL - ' r r
CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MA55 WALL FLOOR ^�'��� .°.
FFNFSTRATIN WAI I_ R-VAI IIF b SPACE WAI l
AS DLI 44rD DI I I iF 2020 RDON I✓IS 1 5'-[l. 1ivli�Ti rt i,Fiti N MUFF t i"' CP.R TAr;I f N I I C �nNLE - ---- - - `
'•" r i - LI FAQ ri iv rAr Ir \in -- ni' G leini- v\iA -- D%,A"Li,- n ^ ^ I ,0-
FLOOD ZONE V WA (PER FEMA MAP) � �' V'� SHG( R-VALUE DEPTH R-VALUE T1 L"/v/1 71/`
3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). FROST UNE DEPTH 36"
4.ALLWORK SHALLCONFORM TOTIHE REQUIREMENTS OF THE 2020 BUILDING CODE of NEW YORK WEATHERING PROBABILITY SEVERE (PER BCNY5 2020) 4 0.32 0.55' 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10,2FT 10/ 13
STATE.2020 EXISTING BUILDING CODE of NE%VYOPY"TATE AiND THE AF b PA WOOD FR\AI."AF
CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS)
5.DESIGN LOAD CALCULATION ARE BA5ED ON: PER TABLE 1607.1 BCNY5 2020
LIVE LOAD:AS PER TABLE 8301.4,BUILDING CODE of 14EW YORK STATE 2020. ROOMS OTHER THAN SLEEPING 40 P51
DEAD LOAD:CALCULATED AS PER R301.3 A5 PER BCNY5 2020. SLEEPING ROOMS 30 P51
5NOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIC;.Ran 1,2(5)5CNY5 2020. ATTICS WITH LIMITED STORAGE PO P51
WIND EXPOSURE CATEGORY"C',FOR 130 MPH 3 SECOND GUST. ATTICS WITHOUT STORAGE 10 P51 'V ) Q Y L 5 5' O0rr W
LOCATION LIVE DEAD DELECT LIMIT STAIRS 40 PSI V V
I SLr L 1+0 LD. 12 U36V
2ND.FL.(SLEEP AREA) 30 LB. 12 1/360 NAILING SCHEDULE
ATTIC(NON STORAGE) 20 LB. 10 1/360 (PER AF b PA AMERICAN WOOD COUNCIL WFCM FOR I _
ROOF 20 LB. 15 1/360 ONE AND TWO FAMILY DWELLINGS 2015 513C HIGH WIND EDITION) WOOD FENCE ON PROPERTY JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING I R7Y LINE _
G.THE ARC.MTECT A55WAL3 NO RM ON301L11 1 Vi\IL1L CCI43I IUL.,I ION MIA:45,IVIL I114V DJ, .�
TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ROOF FRAMING I
CONNECTION WITH THE WORK. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER
THERE ARE NO'A APPANTIE5.NOR ANY f°AERCHAHITOILmr of FITNESS FOR A 5FECLFC USE EXPRESSED CEILING JOIST TO TOP PLATE(T(_1F-NAII FD) 3 PER JOIST
OR IMPLIED IN THE USE OF THESE PLANS. CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP
7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP
DRAWINGS.FOLLOW DIMENSIONS ONLY. RIDGE STRAP(EACH END) 2 PER TIE
8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN,LISTED,OR BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END
DESCRIBED ON THFSF DRAWINGS 5 IB IFCT TO nI IAL IFICATIONS,CONDITIONSOR EXCEPTIONS AS I.RIM BOARD TO RAFTER(END-NAILED) 2-1611 EACH END
NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO VVfALL I NAMING
TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d PER FOOT
COMPLETE THE WORK. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOIST EA.SIDE I
9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS 5TUD TO 5TUD(FACE-NAII ED) 2-1 CA 24'0 C.
I
AND SPECiFiCATiON5. HEADER TO HEADER(FACE-NAILED) 1611 I G'O.C.ALONG EDGES X151 I NG
10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-16d,4-16d PER 2x4,2x6,2x8 RESPECTIVELY
OCCUPANCY. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, ELL RAMS SHED
DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-16d PER FOOT J
L CONTRACTOR SMALL' DEI`OL5H',NALIS,FLOOR. AND EXISTING ROOF AS INDICATED ON DPA'AlNCS AND FLOOR. FRAMING } I
AS NECESSARY,AND REMOVE DEBRI5. J015T TO 51LL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T �/ r
2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EX15TING WORK AND OR BRIDGING TO J015T(TOE-NAILED) 2-6d EACH END D_
INSTALLATION OF NEW YORK. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END
1 AI Y HFYAr . .�. �H,,.F u.n r nc r C. FY n��,. �rH,F I IN BLOCKING TO SILL OR TOP PLATE;FACE-NAILED; 3-1611 EACH BLOCK
OTHERWISE NOTED.~n__- N.n, H nn ,F -,,n " , LEDGE STRIP TO BEAM(FACE-NAILED) 3-1611 EACH J015T IL LOT B 1
4. EXISTING STRUCTURE AND INTERIORS TO REMAIN 5HALLBE PROTECTED AS NECESSARY DURING F�� JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T z ( SUDDIV151 ON - ''FOUNDERS ESTATES" EXISTING
DEMOLITION AND CONSTRUCTION. 13AND J015T TO J015T(END-NAILED) 3-16d PER JOIST O
5. CONTRACTOR SHALL PROTECT EXISTING 5ERVICE5 TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND JOIST TO SILL OR TOP PLATE(rOE-NAILED) 2-16d PER FOOT I FRAME SHED
W
TELEPHONE SERVICES AND MAKE ARRANGEMENT5 FOR.HOOK-UP,REMOVAL.OR CAPPING OF EQUIPMENT ROOF 5HEATI'iING I ) !
AS NECESSARY. STRUCURAL PANELS 811 (TABLE 3.8) W 1� I
DIAGONAL BOARD SHEATHING
FOUNDATIONS I"x6"OR I"x8" 2-8d PER SUPPORT _ EXISTING
1,A55L RED'-Oil-BEARING(APA-1-I t. 1.500 Ib.r' U-FL. I N 10'OR kIlDFR3 8� %FR g!i??r RT 0
2.CONCRETE TO BE PLAIN,REINFORCED,3,000 RS. 28 DAY TEST. v GARAGE
3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING O
GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10'FIELD
GENERAL CONSTRUCTION WALL 5HEATHING
I.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARYTO 5TRUCURAL PANEL 811 (TABLE 3.9)
�NAFI F�I i-WrnD pAID Pi utiTf(,1AiORK RFOi iIRFD Frr THF SPFCWIFD HFP i I
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. FIBERBOARD PANELS
Lu
2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 7/16' 8d 3"EDGE/6'FIELD
3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32" 8d 3"EDGE/6'FIELD I Z
.+ l i fivii-NTS GYPS[IM WAI I BOARD 511 Cn 1- 7TDC-F 1 10"FIFI L1 = _
A.ALL FRAMING LUMBER SMALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) \
OR BETTER. PAKTICALBOARD PANELS 8d (TABLE 3.9) (�
B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING
AND DRILLED IN ACCORDANCE WITH MANUFACTURER5 REQUIREMENTS AND SPECIFICATIONS. I"x6"OR I"x8" 2-811 PER SUPPORT
C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNE55 AS INDICATED. IN 10'OR WIDER 3-8d PER SUPPORT
D.Au'L SUB FLQCPIA.G TO BE APAP D STUP.,Di-!-FLCCR.EXPOS UR I THICKNES.
E.ALL HEADERS 6'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-O"AND OVER FLOOR SHEATHING U
WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"OR AS SHOWN ON DRAWING. 5TRUCURAL PANELS I Z
F.SOLID BLOCKING SHALL BE PROVIDED FOR ALI_JOISTS AND FLOOR BEAMS AS PER BCNY5 2020 1'OR LE55 8d ."EDGE/ 1 2"FIELD
P- O.C.
! O
OR AS NOTED 8'0" C A.,11N1, PROVIDE'2'SPACE FO AIR ORCIILATICIN IN P()CF GR TFP TH AN I
G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. DIAGONAL BOARD SHEATHING I CIA' `"`DG"'G"`" W
H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR A5 NOTED ON I"x6'OR 1"x8" 2-8d PER SUPPORT I U
DRAWING. I N 10"OR WIDER 3-8d PER SUPPORT z
I.ALL FLUSH WOOD CONNECTIONS 5HALL BE FASTENED WITH RATED GALVANIZED METAL W
CONNECTORS BY"51MP5ON'OR APPROVED EQUAL.
j.NAILING SCHEDULE SHALL BE AS PER BUILDING DING CODE of NEW YORK 4TATF 9020 AS A I'AIFJIMI ISA.
ALL 2'x6'STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL.AND PLATE.ALL EXTERIOR NAILS SHALL BE V
GALVANIZED. SEE ATTACHED NAILING SCHEDULE. I O I
K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGES AND 6d NAILS @ 12"
O.C.INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. I
L.ALL INTERIOR AND EXTERIOR FINI5HE5 TO BE 5ELE(.TED BY OWNER. 1
M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE
TYPE CONNECTORS BY"SIMP50N"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE -
HURRICANE CUP5 AT ALL PERIMETER JOISTS TO GIRDER CONNECTION5.
5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT RESISTANT AS 1�
REQUIRED.
6.LOAD YAI DS AKC INUIC,AI CV 0Y 5EGI ION UKAWLNGb. r�ll
7.STRAPPING AND NAILING TO MEET MINIMUM CODE REQUIREMENTS OF THE 2020 RBCNY5 AND 2020 -WFCM.(5EE NAILING SCHEDULE) I - I THESE PLANS ARE AN INSTRUMENT OF SERVICE
8.FLASHING AT ALL WINDOW AND DOOR OPENINGS 5HALL BE EPDM OR APPROVED RUBBERIZED i I��-," - O - W AND ARE THE PROPERTY OF THE ARCHITECT.
9.FLASHING AT ROOF CONNECTIONS,VALLEYS.CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. V\J f�11 U J\ INFRINGEMENTS S W ILL BE PROS CU ED
10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES,EXCEPT
STEP FLASHING AND COUNTER-AND CAP-FLASHING 511ALL BE USED AT INTER5ECTIION OF ROOF AND - m ! O - 2o23 ALL RIGHTS RESERVED
CHIMNEY,AND ROOF AND WAL15. . I rn
I I.INSULATION SHALL BE BATT INSULATION OF THICKNE55 INDICATED ON THE DRAWINGS AND SHALL BE �n P IFP i,-�T r f1 ! M i
i 1T A
G-I%�IV. DL14✓111 1 1✓Ln-GL J U%'1TIJ Wt4FQNVi1i4G TO TY IL JPEVii II.ATi\JNJ 1 QIP V_- QNVYED FIUI�QVJ C-1\1 Y 1.-1 \ I..�J 1 V � v � / I 111
'
GLA55 IN5ULATION.NAAMM STANDARD 51, 1 b-70. CL.05ED-CELL 5PRAY-IN FOAM INSULATION(R-G.5 PER II
INCH)BY ICYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. HOLDDOWN SUBDIVISION - FOUNDERS ESTATES"
O 00SUBDIVISION - FOUNDERS ESTATES"
12.NEW INTERIOR DOORS SHALL MATCH EXISTING. V-XI 5TINIG o, BE 5F F TF.,A" APPROVED a •rFP (� c-{-
14.GYPSUM BOARD SHALL BE^EASED EDGE TYPE,CONFORMING TO ASTM C36,AND SHALL BE 1^ (XIS I'IVIS PATIO
IV Robert I. Brown
'SHEETROCK 5W"BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE l! J 0
1/2'
15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND 5PACKLED THREE(3;COATS.ALL EXTERIOR I� J Architect, P.C.
CORNERS SHALL HAVE METAL CORNER BEADS.
FINISHES
1. NEW WOOD FLOORS TO BE SELECTED BY OWNER,SANDED AND POLYUP.ETHANE,3 COATS. U� _\ • J PR POSED I Z
2. EXISTING WOOD FLOORS SMALL BE PROTECTED,SANDED AND REFINISHED. VV
NY
R CFRAAAi,Tii F M IiliR SriAi 1 RF SFi F,' FD BY OlAinffcK 4k!r,inISTA!f FI,WITH THti.t IFC �r
- - I AD�7ITION
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ADHESIVE. , 2O1-GII ( .�
4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL., 35.0' j 631-477-9752
APPLIED IN ACCORDANCE WITH MANUFACTURER5 SPECIFICATIONS AND RECOMMENDATIONS.
COLOR TO BE SELECTED,
5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL BE EXISTING C'HA.IN
_ AND _ _ ,`IIY;G SH A:J-BE 5FA1FD At ID PAINTED. _ - - r
PAINTING SHALL BE TWO I(2)VCOATS BENJAMIN MOORS LATEX PAINTED,COLOR TO BE RIDGE CROSS SECTION END VIEW LINK FENCE
SELECTED BY OWNER.
G. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TWO(2)COATS I IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
BENJAMIN t fOORE LATEX ACR Y LIC 5EMI GLO55 PAINT1 1UNLESS ACTING UNDER THE DIPE(TION
OFA
LICENSED ARCHITECT,TO ALTER ANY ITEM ON
HVAC I THIS DRAWING IN ANY WAY. ANY AUTHORIZED
1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES ALTERATION MUST BE NOTED,SEALED,AND
NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES EXISTING I -STORY FRAME
DESCRIBED IN ACCORDANCE WITH THE LAW.
AS REO TTD BY THE DRAWINGS AND SPECIFICATIONS AND THE 2020 MECHANICAL _ __ __ _
CODE of NEW YORK STATE,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE I HOUSE * GARATO WORK. vC
2 EY155TING BOILER TO REMAIN. °°° m F.F.E. +27.40' N
3.FYf-MNG AIR_HANDI FRS AND C'nNDITf0NFRS TO REMAIN
4.PROVIDE ADDITIONAL AIR-HANDLERS,DUCTWORK,AND CONTROLS AS NECE55AP,Y
TO COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES.
PLUMBING 17'8 EXISTING
PR,-,VIDE All IABCR 'MATrRIAIS TRANSP^2TAT;0tI AND",FRVII'719,
✓.0 00000 I LIVVL 1 ;,'
NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS Com. f k �.
AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE,OR
REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. j 201 Gu LI� `
2.CCNFORt„i IEYl✓TO THE IYORK STATE ENVIRONMENTAL CONSERVATION IA'V"4'lTH
. REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE 3 I- a CD
APPROVED"UST OF CERTIFIED WATER SAVING PLUMBING FIXTURES°AS PUBLISHED 3Y <, 2O G 1 I PROPOSED
THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. o! 1 { I9
3. ALL WORK ON THE PLUMBING SYSTEM 5HALL BE PI`_RFORMED BY OR UNDER THE I ADDITION
SUPEPV1510N OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE J
PLUMDEP SHAlw PROVIDE A SOLDER CERTIFICATE AS FEOUIRED RV THF TOWN Of I I
SOUTHOLD.
4.THE CONTRACTOR 5HALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, I I
CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND CLIENT/OWNER \'
FEDERAL AI IT IORITIFS ANTI ANY OTHER APP'ICABL F JLIR!5D!CTION, � Lu 1 }' I r � GALLULA
r7 r /1 T A
< j° L C
ELECTRICAL �a1 O°R j w Q
1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICESLu
NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW _ I D_/ �U JOSEPH
ELECTRICAL SYSTEMS AND RELATED WORK INCWDING,BUT NOT LIMITED TO: - QLu
SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,"CONNECTIONS TO / LJ FW- x
APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES II ll Q Q I = U
WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND � 3 (L
!!!! i 77o TOWN HARBOR LAN
ANr,. n,Y„NI�nNr., Nr,AH.AnIY��oF,-IFI�DINI-IH, ,wF„Fo�C.rF, AND ASR! _ ! _
- ,�. ,,,..,,,,,,,� .. .. .. r SOUTHOLD, NY no7i
u1 ul
INCLUDING CONNECTIONS TO PRF110USLY INSTALL D TRANSFORMERS AND I O Z Q I N < x I O
ELECTRICAL DISTRIBUTION SYSTEMS. _ -t Lu
2.ALL WORK 5HALL CONFORM TO THE REQUIREMENT`,OF THE 2020 BUILDING CODE 3 SCALE: 111 = 101-0" 1 cn v Z PROJECT TITLE
of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE.NEPA NO,70-2017(NEC), o
LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AILD HEALTH CAT(05HA),THE n I I EXISTING EXCEPT AS NOTED m
"""'Ni Ai Fi Fr'TR(r-Gi hA,u nii iFAr_`Y f fRFRw.'Aw="ir�iGTi 1Fi(AiFhA u)uAi-GhiJ r,THFR - m W n_ I r
APPUCA13LE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT I t Tl Tl TT'T rl A T A T�T7"l
REQUIREMENTS WILL APPLY. - 1
3.ALL PRODUCTS USED FOR ELECTRICAL WORK 5HALL.BEAR THE UNDERWRITERS
I AI^CR"TC^1FS Wl,': IA^FI N11, _ �i Ori- ACFn ,L,1 Gi)p,/GV Ry:
._ I � 1V 1J
^ -IIPTABI F FC:R TIF FNJLR^iJMFNT IN V"11I(ai T�i�, IR R� , ,, I RENOVATIONS
WILL BE INSTALLED. A V .DIST YOUNG YOUNG i
4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE -)1
SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. DATED: 14 JANUARY 2022
5.THE CONTRACTOR 5HALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES
AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, F11 ! DRAWING TITLE
AND ANY OTHER APPUCABIE JUR'5DICTION.
G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES X1-1'.C1: )C1VO-C) rv:�-=7:✓
SHALL BE CONNECTED TO THE LIGHTING CIRCUITS MT11 NO INTERVENING WALL ZONED: R-40 GENERAL NOTES
SWITCH. UNE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS
AREA: I G. 108 5F (0.37 AC)
ARE NOT ACCEPTABLE. AI ARRA HA1LL RF IAISTAI LFI Al EACH
_!7VIf ON VY H!CH
I
SLEEPING QUARTERS ARE IACATED.
7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW
YORK STATE,THE NEPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE °_=1 UPLIFT CONNECTIONS SITE PL.C�l V
PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND 5 3 I O 3 I I 10" E G8
ON EACH FLOOR LEVEL. f
CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND Cl V N N C C. i I U N 5 U C I A 1 L I
SCALE
BURGLAR ALARMS AS NECESSARY.
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ISSUES/REVISIONS
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NEW CONCRETE BLOCK FOUNDATION
WALL TO MATCH EXISTING.
14'-v^ lig" NEW 8"x I G" POURED CONCRETE !
FOOTING w/#5 KEBAR CONTINUOUS.
ANCHOR TO EXISTING MINIMUM 3'-0" BELOW GRADE ON
FOUNDATION ti BALL UNDISTURBED SOIL. /
30682" 10-AT SLAB
I
- ! !
gI ! I
O EXISTING n EXISTING FOUNDATION REMOVE EXISTING ROOFING!
L'JATFR_ I TO FFAtt Ij.� '% t „A I R GrTfR��
HEATER u �'� NEW FRAMING AS SHOWN /
� ANCHOR TO IXISTING
FOUNDATION WALL I MATCH EXISTING SLOPE
EXISTING0 ! T
BOILER I
L .�Q J
e- - - - - - -o-- EXISTING BRICKm NEW RIDGE TO BE LEVEL WITH EXISTING
(3) 2x8 GIRDER (3) 2x8 GIRDER f (1
CHIMNEY Tkr�AAIN
..... NE
N (\ I
, 30"x 3 "x 8" POURS
Z CfJ�I�•R ,F F(1r1TFR
I /
--F- wi CONC RETE BLOCK
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az EXISTING FOUNDATION EXISTING ASPHALT SHINGLE ROOFING TO REMAIN
EXISTING WORKSHOPw WALL TO REMAIN REPAIR AND PATCH AS NECESSARY THESE PLANS ARE AN INSTRUMENT OF SERVICE
EXISTING CONCRETE SLAB AND ARE THE PROPERTY OF THE ARCHITECT.
_ GFAnni61
IIVFRINGENIENTS WILL BE PROSECUTED
CLEAN AND DRY CO
I N j 2o23 ALL RIGHTS RESERVED
Z w 30"x 3 "x 8" POURS
UP _O r 1 z CONCR E FOOTER
~ �, I wi CON RETE BLOCK REMOVE IXISTAND RAFTERS
Q „FRgnn;nlG AG gyn;;,,^,I
1 ILi.
Z < ! ! I Robert I. gown
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— — — — — — i Architect, P.C.
EXISTING WATER i I I w ANCHOR TO EXISTING I ( 20 Bax Ave. Greenport NY
AND GAS LINES ! ---7- - - -T- — —�i FOUNDATION WALL ( lnfonribrmmarchrtect.com
(ArrKux.) 1 I I
V.I.F. 631-477-9752
3068 o�
2" RAT SLAB — —
,. : :. :..- . i
IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
I I _ _ !TNLESS ACTING UNDER THE DIRECTION OF A
EXISTING BATHROOM I — — — — — — — — — I � LICENSED ARCHITECT,TO ALTER ANY ITEM ON
7-2 112" 7-2 112" I A THIS ALTERATION ED
ION MUST BE NOTED,SEALED,AND
I q'-5" 3 12 5
5
n DESCRIBED IN ACCORDANCE WITH THE LAW.
NEW CONCRETE BLOCK FOUNDATION — — — — — — _ _ — — — — —
WALL TO MATCH EXISTING. NEW ASPHALT SHINGLE ROOFINGTO
NEWG"x I G" I GURLD CO1VCRE L I 1 1 vim...+•+�
MATCH EXISTING D �
FOOTING w/#5 RE BAR.CONTINUOUS.
EXISTING " F' �► ,. `s-��.
SEWER OUT MINIMUM 3-O BELOW GRADE ON
UNDISTURBED SOIL.
(APPROX.)
Fnl IKIr,►,A-r, p�Qui PnnF PLAaKl 4
SCALE: 114" = I'-O" A SCALE: 114" = I'-O"
EXISTING EXCEPT AS NOTED A4 EXISTING EXCEPT AS NOTED
CLIENT/OWNER
t"-v A_ ►t►-7 t-N- T A
UAL L U LJk
JOSEPH
77o TOWN HARBOR LANE
SOUTHOLD, NY n97i
PROJECT TITLE
ADDITION AND
RENOVATIONS
DRAWING TITLE
FOUNDATION PLAN
ROOF PLAN
SCALE
28 NOVEMBER,2022 111 i-0"
DRAWING NO.
ISSUES/REVISIONS
REMOVE EXISTING SLIDING GLASS DOOR 00
GFI I
NEW 2x4 CONSTRUCTION TO BE FLUSH
WITH EX15TI NG 14'- 112" L ELESTING CTRICAL CTRICAL TO EREMAIN
GD-X RATFD PLYWOOD 5HFATHING J
VAPOR BARRIER
R-15 BATT INSULATION IN ALL NEW REMOVE EXISTING CONC ETE STOOP S ��
EXISTING WINDOW EXISTING WINDOW EXISTING WINDOW AND EXPOSED CAVITIES NEW C'ONC'RETE 5TEI-5
TO REMAH TO REIVINiN TO REMAIN 51DING TO MATCH EXISTING
EXISTING ELECTRICAL
i NEW ANDERSEN 400 5ERi 7-0 I TO REMAIN
___ I FwG 6v^68
no
! sD
LIL
I n"
WHITE/WHITE
NEW CABINETS AND c�
C'I^,1!MTFpT7n <n
m l ALIGN EXISTING FLAT CEILING sD
PROPOSED DINING ROOM co
M(IDIFl FD KITvH FN L I Lo SF_ - I I
ALIGN EXISTING FIAT CEILING NEW FLOOR TO BE LEVEL WITH EXISTING 48"x 48"ACRYLIC BLOCK
NEW WOOD FLOORING TO BE SELECTED
FVFII FRAME IA WIN
DOW 15TING ELECT"C"
EXISTING WINDOW 2468 2068 C3Y OWNER TO REMAIN _
TO REMAIN J
EXISTING BEDROOM#2 TO REMAIN 112" DRYWALL ON ALL WALLS AND CEILING
EXISTING CHIMNEY
164 5F SPACKLE, TAPE, PAINT 3 COATS
Q P,EF� TO REI'v1AIN
N CLEAN AND REPAIR /
2468 3068
EXISTING
6068 METER H\
Exi5fmG ELEC.TPJC.AL
TO REMAIN THESE PLANS ARE AN INSTRUMENT OF SERVICE
EXISTING 2x4 WALLS TO REMAIN AND ARE THE PROPERTY OF THE ARCHITECT.
4868 ICLr-%1110 AND PATCH A5 NF-CF55AKr "JF RTNT CF10FNI TS WTr L nF PROSrmrmn
2o23 ALL RIGHTS RESERVED
EXISTING LIVING ROOM TO REMAIN
5068 PRCIPC��iF17 ()EPIC F
241 SF
J CATHEDRAL CEILING
Q REPAIR SIDING PAT H REMAIN Ko Bert 1. grown
� REPAIR AND PATCH A5 NECESSARY
O z NEW FLOOR TO BE LEVEL WITH EXISTING
cv
NEW WOOD FLOORING TO BE SELECTED Architect, P.C.
civ ~ O N —
v- BY OWNER
w 1'u 1/2" DR�t VVAL L ON ALL'WALLS AND CEILING
— SPACKLE, TAPE, PAINT 3 COATS 1,Af=TF=P IM_ ELECTRI CAL PLAN 1205 Bay Ave. Greenport NY
T1OI�TIUTOWIId CI11teCt COm
Q EXISTING ELECTRIC LEGEND
5CAIJ:3/I G"= V-O'
EXISTING SIDING TO REMAIN EXISTING EXCEPT AS NOTED 631-477-9752
LIGHT SWITCH
REPAIR AND PATCH AS NECESSARY 3=THREE WAY
EXISTING WINDOW EXISTING BEDROOM#I TO REMAIN
72 SF D=DIMMER
TO REMAIN _ LVV -' OIN'T n JAM 5Wi1CH
IV LVV GX4 CVIVJI RUI.TIVIV 10 UE �
3068 FLUSH WITH EXISTING WALL OUTLET
CD-X RATED PLYWOOD SHEATHING 220 G 2220 VOLTULT INTERUPi IT IS A VIOLATION OF THE LAW FOR ANY PERSON,
1'-I-I r" 1. MI-I n" _ APH 'R BARRIER 1 4-QUAD OUTLET UNLESS ACTING UNDER THE DIRECTION OF A
NEW SIDING TO MATCH EXISTING V- F[XTURE: LICENSED ARCHITECT,TOAL—lERANT ITEM ON
" 5=SURFACE MOUNT PROVIDED BY OWNER THIS DRAWING IN ANY WAY. ANY AUTHORIZED
6 3.5" CLOSED CELL 5PRAY-IN FOAM R=RECESSED PROVIDED BY CONTRACTOR ALTERATION MUST BE NOTED,SEALED,AND
INSULATION(R-22) FO WALL SCONCE DESCRIBED IN ACCORDANCE WITH THE LAW.
(Op AS MUCH AS P05SIR11F)
F1101'4=
5-4 1/2" 3'-8" 5'-4 1/2LO- CABLE sE NETWORK CABLE
i 4'-;�" A SPEAKERS EMLRGENCY
II I
ALARM KEYPAD
(2) NEW ANDERSEN 400 SERIES �]
THERMOSTAT EXIT
TW 3046 DOUBLE HUNG C==
T
4
Fx15r1nIG�nnnln0�ni EGRESS WINDOW I�il"o VENT �.,� p,,;°+ ►? 'tom
TO REMAIN WHITE/WHITE
SD SMOKE DETECTOR SPOTLIGHT ,I
ta
�1 ' m
FPH Fl FC.PANF! HFATFR �+/ U
OO
PLA
.PHONE/COMM.
— LIGHT TRACK W
L11U I
PC PULL CHAIN
j CLIENT/OWNER
SCALE: 114" = P-0" A
E,X15Tlt G EXCEPT AS NOTED 4 d PL PORTRAIT LIGHT 5'G"TO CLOCK OUTLET 11'
s DIRECT LIGHTING
CO CARBON MONOXIDE DETECTOR JOSEPH
Qs OBR"' 77o TOWN HARBOR LANE
SOUTHOLD, NY ng7i
IIVJL
BIBS
PROJECT TITLE
ADDITION AND
RENOVATIONS
DRAWING TITLE
FLOOR PLAN
ELECTRICAL PLAN
SCALE
z8 NOVEMBER,2022 1/4" f-o"
DRAWING NO. An /Imt-N
ISSUES/REVISIONS
EXISTING CHIMNEY TO REMAIN NEW RIDGE TO BE I
REPAIR AND PATCH AS NECE55ARY NEW 2x8 RAFT ER5 @ I G"O.C. LLV LL 4I T l ii EXI5TIi,4G NtW 2x8 RAFTEK5 @ 16"O.C.
1/2" CD-X RATED PLYWOOD SHEATHING 2x 10 RIDGE BEAM 1/2" CD-X RATED PLYWOOD SHEATHING
VAPOR BARRIER VAPOR BARRIER
nl�� NEW RIDGE TO BE LEVEL WITH EXISTING NEW BLACK ASPHALT SHINGLE ROOFING NLW BLACK ASPHAL.1 5HINGLt KCXJrING
7.5"CLOSED CELL SPRAY-IN FOAM INSULATION (R-50)
1
NEW ASPHALT 5H!NGI F ROOFINGI
tri-�},.�.��,. ,'. �{J�=� ,!?- ,.#��,.1 ,. ,,._
TO MATCH EXISTINGj_
\� EXISTING ASPHALT SHINGLE ROOFING TO REMAIN I 12
/ REPAIR AND PATCH A5 NECESSARY 1 ��\ RFhA')'T F).ncTl�in Rnnnur
AND RAFTERS x8 2FILING JOISTS @ I G"O.0
� 17:.
I'-6" NEW FRAMING AS SHOWN NEW SOFFIT,TRIM, AND GUTTERS
TO MATCH IXISTING
AInk,SiDiNIn To RF (2) 2x I O HEADER(fYP.)
;„ 1 n
-------- ---------- — — I SELECTED BY OWNER HEA DEP.;I ;
NEW SOFFIT,TRIM, AND GUTTERS 1/2" DRYWALL ON ALL WALLS AND CEILING
-
- _ coH�-v.LF, r,nyoc PP.I`�T� C�C:,".Tr
-mss - - -- iU MAI GH LXI5IINO - -
N EXISTING CHIMNEY TO REMAIN
NEW OPENING
NEW WOOD FLOORING TO BE SELECTED REPAIR AND PATCH AS NECESSARY
p REMOVE EXISTING STUDS,
y BY OWNER REINFORCE AS NECESSARY
is 2x4 CONSTRUCTION TO MATCH EXISTING
l'tj
R-15 INSULATION IN ALL EXPOSED CAVITIES
L o NEW FLOOR TO BE LEVEL WITH EXI51ING
;5 NEW 2x8 JOISTS TO MATCH EXISTING -, my5.'x_4 hA_ REMOVE EXISTING CONCRETE STOOP
I K-30 BATT INSULATION NEW(2) 2x8 DROP BEAM R-30 BATT INSULATION NEW CONCRETE STEPS
I 2" RAT SLA 2" RAT SLAB
Exh,TWr SI cP,TO REQ„sAlr� = NEW CONCRETE BLOCK
FUUNUAI ION WALL TO
14'-5” CLEAN AND DRY I I • • • m MATCH EXISTING
E A �T 1-- 1 F\ /A TI o�I (FP n K IT1 NEW CONSTRUCTION EXISTING FOUNDATION EXISTING FOUNDATION
lamAi 8..
I .r LL... V ! \ 1 I V � ! i \`J i V i � TV REMAIN. D<:IVIVL1511 10 ICLiVI%-HiiV. DLiViVLl51l
x I C" Pvui=.Dv
AS NECESSARY AS NECESSARY CONCRETE FOOTING W/#5
SCALE: 1/4" = 1'-0"
KEDAR CONTINUOUS.
EXISTING
_...-._....T ... %IINIfi AI IAA .",
CXI511Nb CXI,t('I H7 NOT ED ""'""""""' "'-""`
NORTH ELEVATION ( GRADE ON UNDISTURBED
SOIL
SCALE: 1/4" — l'-O"
EXISTING EXCEPT AS NOTED
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF THE ARCHITECT.
INFRINGEMENTS WILL BE PROSECUTED
2o23 ALL RIGHTS RESERVED
Robert I. Brown
Architect, P.C.
205 Bax Ave. Greenport NY
i n fh om brov m a rch i tect.c_om
EX15TING CHIMNEY TO REMAIN EXISTING CHIMNEY TO REMAIN 631-477-9752
REPAIR AND PATCH AS NECESSARY REPAIR AND PATCH AS NECESSARY
O O
NEW RIDGE TO BE LEVEL WITH EXISTING ni
N 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 DRAWING IN ANYWAY. ANY AUTHORIZED
ALTERATION MUST BE NOTED,SEALED,AND
NEW ASPHALT SHINGLE ROOFING � EvISTI"dG ASPHALT SWNSI F R00FINC To PFr,"Anllm DESCRIBED IN ACCORDANCE WITH THE LAW
REMOVE EXiSTiNG ROOFING TO MATCH EXISTING I REPAIR AND PATCH AS NECESSARY
AND RAFTERS NEW ASPHALT SHINGLE ROOFING
NEW FRAMING AS SHOWN TO MATCH EXISTING
------------ - - - - - ------ --- - y
A�a�/SOFFIT TRIM. AND CUTTERS __--__-- I - -_--- I AlT TO MATCH EXISTING TRIM. ACUTTERS
A/SOFFIT. TRIM. A�f�CUTTERS A�FL1"A"/SOFFIT. A A�r1
7
TO MATCH EXISTING I f TO MATCH EXISTING `__' y`. J j
NEW SIDING TO BE e
SELECTED BY OWNER
NEW SIDING TO BE ___----------._ - - --_ _
SELECTED BY OWNER_ --
I {
I 48"x 48"ACRYLIC BLOCK CLIENT/OWNER
I
LA
I FIXED FRAME VINYL WINDOW
REMOVE EXISTING CONCRETE STOOP UALLULA
NEW CONCRETE STEPS JOSEPH
I I I I
77o TOWN HARBOR LANE
SOUTHOLD, NY ug7i
WEST ELEVATION (REAR)- NORTH ELEVATION (SIDE) PROJECT TITLE
SCALE: 114" = 1'-C)" SCALE• 114" = I'-O" A 7'1 T'l T'T'T 'KT A Ta TT—N
EXISTING EXCEPT AS NOTED EXISTING EXCEPT AS NOTED nulil 1 LOIN 1`11V L
RENOVATIONS
DRAWING TITLE
SECTIONS AND
ELEVATIONS
SCALE
28 NOVEMBER,2022 1/ i-o'
4 =
DRAWING NO. r„, Im It
- -- - - - Ll
,