HomeMy WebLinkAbout1000-115.-11-4.1 -; r
DEC 2 2019 lu
31'0' 4"V.T.R. r L
-\SIL Aj,\ROOF
gk CEILING
UZI
110791 PATMMON
NE W 11A SEP TI TECH S TA RR.75 1 1/2" 1/2" LAUNDRY AFEA C:� Cie-,
.U--A'
WASTEWATER TREATMENT
SA N1 TA R Y S YS TEM L OCA TIO IV TO BUFFER Q
0471 10"E--AT�RAL1\
N 78
BEINACCORDANCE WITH THE LINE 1\ 41-
MAINTAIN.- 0, � �zSCHDSAND THELOCAL 1\ENSION Q)
JURISDICTION. BASEMENTEXT SH�WER W.C. L .
0 WITH COVERED PORCH 1 1 LQ
SEE DETAILS ENGINEERS 0
0
IV.- ATFIRST FLOOR 8
DRAWINGS. 0 0 X-- PATIO ON GR4DEW D V OO
VENT TO
2, �?6 EXT. Ak,SECOND FLOOR
.0
8"P.C.FOUNDATION WALL
AND FOO TING TO BE MIN 36
/0 0/1/, %b* UNEXCAVATED AREA cli ce) 04 cli
BELOWGR4DE. Co. 4" —
6P.C.SLAB OVER 6MIL.POL YETHENE
VAPOR BARRIER ON WELL COMPACTEDAj-,CEILING
POROUS FILL. I I i
Note:
QAll waste lines above slab
o height to be PVC and below
EXISTING TWOS TORY grade to be cast iron to code.
U L All water lines to be copper to
26.3 FRA ME D WEL L ING code,insulated
rRVA-
TtNCE W/
Fi- FLOOR
O � t �/O I I - FIRST
JLU F APPROVED BY
0
14 4' BOARD OF I RUSTEES
tec Co. Existing House trap
Ila- 15 2 18.0' 24'-0" 7�0' TOWN OF SOUTHOLD
31'0' To existing approved
DATE
septic system
IS)
EX
Lull MAINTAIN.-DETACHED
LZ et—t-A-
1 4..
ZZ) POOL GA RA GE W1 TH A CCESSOR Y it t::70UNIDAI-ION FL-AN
1201 SCALE 114'=I'O' FL-UMING 1�15EF DIA61�AM N.T.S
--j
J APARTMENTABOVE C:i
z II0'?- 11 m ALL PLUMBING PER NYS BUILDING CODE AND OR LOCAL MUNICIPALITIES
Z)
URAL BUFFER
NE OF NATUI TE
LIPTN
FENCE ANO FENCE
.0 a5
II EX Q)X CAR
CAR #3 CAR
GARAGE #2
#1
o pp'
GRA VEL DRIVEN Y
CAR#5
CAR
CAR ESTIMA TED CAR SIZE9XI8'
C) #4 o TREES AND
0 I LANDSCAPED AREA
95 24
.
-P0IS 79'451 31'0" 31'0'
ROAO ELLIPTICAL WIN.
7/ TON PONTLUP 3'0'FALL HT
CEDAR SIDING 6,8"
TYVEK HOUSE WRAP
WINDOW OPENING AREA
12 Y2-CDXFL YWOOD SHEATHING ON2'X6' BUIL TIN REF
SOTf2 WOODSrUDS@ 16O.C.
[-AN SCALE- 1"=20' - COUNTER5V"CLG.HT
5'9"WALL H)
91-1
PATrIFM
SU MF()?I"A17 W)" NOTE: Qi KrF(�AEN AREA
THIS SITEPLANIS NOTA LEGAL SURVEY ITIS lit :%j
1000 Dr-D/50FA/ou 2 BURNER GAS COOKTOP W1
� � Q O
DIS.- FOR ILLUSTRATION PURPOSES ONLY ALL 28"DOOR EE S�
HOOD MICROWAKEICON.OVEN
SEC.- fig DIMENSIONS,SETBACKS,L OCA TIONS& 13)2X14 ML.HOR.
BLK- STRUCTURES WERE TAKENFROMSURVEY J ZZ ILQ
r 7r-0/5Or A
—
PREPARED RED B Y L ICENSED LA ND SUR VEYOR 12'K 7-8"CLG. TRIDGE k H
LOT 4.1
AREA: 22,570 SQ FT JOHN T ME72GER,PECONIC SURVEYORS,
COUNTER Y2 WALL
cc�
1230 TRAVELER STREET,SOUTHOLD,NY 11971
LOTARE4 COVERED:— 3,646SQ.FT. TEL:(631)765-5020,FAX.-(631)765-1797
8
DATED. NOV 21,2013 TWO CAF GfAGE ARBA �E- 1E
LOTARE4 %COVERED 16 1% Lj- ENTRY Q-:
546 SO.FT FOYER
P-9 30'2'
Nz�
CQ 5'9'WALL
UD AREA
34" -10 11
MAINTAIN NOTES." CEI` W ARCHITECT5EAL:
j
FIN. D XO'WALL HT
t THEPURPOSEOFTHESEDRAWIAIGSARETOMAINTAINAA(EXISTING CONDITION. %
2 NO PLUMBING WORKA T THIS TIME. ,; STOR, ,; I I_ ARCH WIN.
_12X8RR§11-O.C. 2X8r6-O.C. ::55
3. ALL ELECTRICAL WORK TO BEDONEBYA LICENSED ELECTRICIAN. THE ELECTRIC/AN TOPROVIDE THE
AL CERT/FICA THE THEJOB, 16'0.C1
HOMEOWNER l4q7HANUPDATEDELECTRICALAPPROV CLG.SLOPE DN EX8:C::T 4 CLG.SLOPEDN PROVIDEFLASHING&
4. DIMENSIONS HAVE PRECEDENCE OVER SCALE I I I
(3)2X12HDR.W1 6X6 POST BO TH SIDES (3)2X12 HDR W1 6X6 POS T BO TH SIDES STEPPED FLASHING U]
(2)2X 12 ML HDR F,
5 ALL CONCRETE TO BE3600 PSI
6. ALL LUMBER IN CONTACT WITH CONCRETE TOBEPRESSURE TREATED. OVERHEAD DOOR OVERHEAD DOOR
7 ALL WORK TO BE DONE INA CCORDANCE WITH THE CURRENT RESIDENTIAL CODE OF NY S TA TE. TIVE L CAD BEARING
DH DH DH
8. THESEPLANSREPRESENTEXISTINGCONDITIONSASBESTCOULD BEDETERMINEDBYVISUAL 24'0" 70' DECORA COLUVNDOWNTOFOOTNG r-0,
INSPECTION. ELEMENTS OF CONSTRUCTION CONCEALED DURING THE INSPECTIONAREINDICA TEDAS 7 31'0' MIN 36'BELOWGR4DE. 24'0"
REQUIRED BYCODEANO STANDARD CONSTRUCTIONPRACTICES OWNER TO UPGRADEAS REQUIRED. 31V"
FF5T FL-OOF FLAN SCALE.,114'=I'O' 5EGO ND f L-OOF FTAN SCALE N'=1'0'
ASSESSORYAPARTMENTS0,FT =632 SO.FT OF
2
Fr !
DEC - 2 2019
F r V _ � '_�.Il v ►� � U
EE
EE
T.0.RIDGE Q O
IJL
Q� z
»5 OO
12F— ASPHALT SHINGLES ASPHALT SHINGLES OVER � U
15#ROOF FEL T ON%2'CDXPLYWOOD
SHEATHING,2X8RR@16"O.0
GUTTER&LEADERS GUTTER&LEADERS
CEDAR SIDING
0
CEDAR SIDING
N
ON OO O
DECORATIt/ELCAD BEARING.10 p
COLUMN DOWN TO FOOTING CEDAR SIDING
MIN.36"BELOWGRADE. w N ni
GRADE GRADE
8"P.C.FOUNDATION WALL ANDFOOT/NGTOBEM/N.36"BELOWGRADE. 8"P.C.FOUNDAT/ONWALL AND FOOTING TOBEM/N.36"BELOWGRADE.
--------------------------------------------------------------------------- -----------------' -------------------------------------------------------------------------
O v
(� u
E A5-F 511D E E LE/AT I O NSCALE 1/4"=1-0" WF-5T 511D E ELEVATION SCALE.1/4"4-0"
W
z
o � o
OO oO O p
D D
O
N N
� ® v
z
ASPHALTSHINGLES ASPHALTSHINGLES
v
GUTTER&LEADERS GUTTER&LEADERS �/ 0
Q
CEDAR SIDING CEDAR SIDING '
O
Q CC)
v o
CEDAR SIDING CEDAR SIDING
ARCHITECT SEAL:
GRADE GRADE
i
8"P.C.FOUNDATION WALL AND FOOT/NG TO BEM/N.361BELOW GRADE. 8"P.C.FOUNDATION WALL AND FOOTING TO BE M/N.36"BELOW GRADE.
k--
--1------------------------------------------------------------------------
N O 12T f 1511D E ELEVATION SCALE.1/4'=1V* 5O UT tl 51 E E LE V A I I O I V SCALE 1/4"=17
2
OF
2
44'0"
6'0, 38'-0'
cl-
12'4' 12'4"— 12'4' C
C�A
LQ
!L)v
DEC 2 2019
3'ffl&Jf 6UARB
c�
c c-)
Ov
Ek'(3)2XIOHDR EX.(3)2X10 HDR. EX(3)2X10 HDR. Q) LL:]
EX.PAL-CONY
SINGLE PL YRUBBER ROOFING OVER 45# P:3)
110.791 Q)
NEW 11A SEPTI TECH S TARR.75
TON 314'CDX PLYWOOD
ROOFFEL
0 SHEA THING,2�Xl 0-RR 9 16 0.C.PI TCH LQ Qi
WAS TEW4 TER TREATMENT ROOF FROM DWELLING. -Q) -Q)
SA N1 TA R Y S YS TEM L OCA TION TO FER 1\ z
0 471 100 E L BUF DECKING ;Zzc U)
N78 TURA APPROVED BY
BE INA CCORDANCE WITH THE OF NA
LINE :t� zzl� L-Q- C�s
MAINTAIN.- EX.283 10 EX 28310 EX.30310 EX.30310 EX.FWG1206114 BOARD OF TRUSTEES L
SCHDS AND THE LOCAL \ 40 Q�
BASEMENT LD Q,
JURISDICTION. EX(2)2X12HOR. TOWN OF SOUTH cl-
0 WITH COVERED PORCH
SEE DETAILS ENGINEERS 00 ATFIRSTFLOOR& DATE DazX66g., 11
DRAWINGS. I EXISTING WALL TO REMAIN I ZOO
PATIO ON GRADE r-X.M A5T r-F D AT tl EX.5TAF AFr-A I=X,MA5Tr-l� DF-IDFOON Q) Q)
a� NO CHANGE
-ez,46' NO CHANGE NO Lr)
0 0
All
//,o
p�Vc�ic� ��� ��� ��`v Q � U
1,2121,q),
EX15TING 5ECOND 1=1_00 1� f2t-AN
380, SCALE-1X=1'0'
EXISTING TWO STORY k
-26.3 — 7- FRA ME D WEL L ING
rw 6A
Lu
clxb
C:)v
44'0" 0 1 1 1
Ip
60" 38'0' 7 e-
CA- 15.2' 18.0' 124" 124' 12'4'
LINE OF OVERHANG ABOVE
Illo 11' cn ------- --- - - - . 9' -
LZ
EX.(3)2XIOHOR. EX(3)2XIO HDR. EX.(3)2X10 HDR.
EX MAINTAIN DETACHED
POOL GARAGE W1 TH A CCESSOR Y 11 i LOAD BEARING COLUMNS DOWN TO FOUNDATION. Qi
oZ
1 TrP.OFALL LOCATIONS.
APARTMENTABOVE CIOVEI�ED tDEU
Qn. 304 SQ.FT.
III :R NOTE:ILLUMINA TIONREQUIREDA TEXTERIOR OFENTRY 3 HIGHHANDRAIL
UWBUFFIIEOFNAT: TH GATE LL-1
LINE
FENCE DECKING DN
A
FENCE 2XI0 LEDGER B0. 518'LAG BOLTED TO DWELLING
25-01 EX 6068 EX.24310 EX 24310 EX FWG1206114
_ -----
CAR
X CAR #3 --
EX CAR EX.(2)2X 12 HDR. EX(2)2X12 HDR.
i;S,
GARAGE #2
#1
EXISTING WALL TO REMAIN
GRAVEL DRIVEWAY o f-X,DEDFOOM EX.PATrIFOON EX,LIVING FOOM
CAR#5 NO CHANGE NO CHANGE NO CHANGE
I — . v
A
EX.
CHA,
CAR
#6 FF5-r 1-`:t-00f; FLAN
CAR -,,,EST1MATEDCAR S1ZE-9X18' SCALE-114'=1V
:FA I #4 o TREESAND
C)
C) I LANDSCAPED AREA
95-24
-Xcl)
79
S 0 451 10"VV
'� �;aso°� POINT ROAN
LUPTO
F -4410,
L
t-O-F F L-AN SCALE.- I"=20' 60 .38'0"
U) z �
01 6-6- 12'4' Ilk 124" 6'8"
LQ
s\1 IF-INFORMATION NOTE: NEWFWGI206114 NEWFWGI206114 NEWFWGI206114
O
THISSITEPLANISNOTA LEGAL SURVEY ITIS
DIS.- 1000 FOR ItLUSTRA TIONPURPOSES ONL Y ALL
SEC. (3)2X8HDR W17H6%6P0ST i;S, (3)2X8HDR W17H6X6POST (3)2X8 HDR.W1 Ti(6X6 POS
- 115 DIMENSIONS,SETBACKS,LOCATIONS TIONS& F
DA5f MENT A
11
STRUCTURES WERE TAKENFROMSURVEY BO TH SIDES. BOTHSIDES. BOTH SIDES.
K-
BEXTENDEDFEA
PREPARED BY'LICENSED LAND SURVEYOR I EXTENDED
Q w `�'
LOT 4.1
JOHN T METZGER,PECONIC SURVEYORS, 281 SO.FT
W
AREA: 22,570 SO FT :6 I 4'P.C,SLAB OVER 6 Ml POL YETHENE
1230 TRAVELER STREET,SOUTHOLD,NY 11971
L OTAREA COVERED: 3,646 SQ FT TEL:(631)765-5020,FAX(631)765-1797 VAPOR BARRIER ON WELL COMPACTED
DATED: NOV 21,2013 POROUSFILL. TO.SLABALIGNS WITH
L 0 TA RE4 CO VERED.- 16.1% EXISTING P.C.SLAB 6X4 S TZ.COLUMN W ~ 6X4 S 7L.COLUMN
1% NEWWlOX45HDR-—-—-—-—-- NEWW10i450R
F - - -1 1 1
EXISTING P.C.FOUNDATION WALL AND EXISTING FOUNDATION WALL-
FOOTING TO REMAIN AND FOOTING TO REMAIN ARCHITECT SEAL:
MA IN TA IN NOTES" S.DAC.0.
EXISTING 2X8
tc.
1. THEPURPOSEOFTHESEDRAWIIVGSARETOMANTAINANEX/STING CONDITION. I I FJ Cd 16-0.C. I I EXISTING STAIRS&
2. NO PLUMB/NG WORKA T THIS TIME. TO REMAIN z! HA NDRA It TO REMAIN.
-Z�. L
3. ALL ELECTRICAL WORK TO BEDONEBYA LICENSED ELECTRICIAN THEELECTRICIAN TO PROVIDE THE I
HOMEOWNER WITHAN UPDA TED ELECTRICAL APPROVAL CERTIFICA TEA T THE COMPLETION OF THEJOB
4. DIMENSIONS HAVE PRECEDENCE OVER SCALE EX15TING U15TING PA5EMENJ
R3
5. ALL CONCRETE TO BE 3500 PSI UAW
TO REMAIN-NO CHANGE 6
�
6. ALL LUMBER IN CONTACT WITH CONCRETE TO BEPRESSURE TRE4 TED. I I W EXISTING P.C.SLAB TO REMAIN—\
7. ALL WORK TO BEDONEINACCORDANCE WITH THE CURRENTRESIDENTIAL CODE OFNYSTA TE.
B. NS REPRESENT EXISTING CONDITIONSAS BEST COULD BE DETERMINED BY VISUALTOREMAIN
INSPECTION ELEMENTS OFCONSTRUCTION CONCEALED DURING THE INSPECTIONARE INDICA TEDAS NO CHANGE
REQUIRED BYCODEAND STANDARD CONSTRUCTIONPR64CTICES OWNER TO UPGRADEAS REQUIRED.
54"
OF
FOUNDATION M-AN SCALE 3116'=I'O'
vz �
CONT. RIDGE VENT
EX.RIDGE TO REMAIN
L
EX.ASPHALTROOFSHINGLES 12
--SEX DEC - 2 2019 ,
EXISTING ROOF CONSTRUCTION Cie
TOREMA/N iu.rl v Q lV -
PROVIDE VENTILATION �C
GUTTER&LEADER Q d'
EX.2X10 CJ @ 16"0.C. TO REMAIN
EX.CEDAR O
PERFECTIONSHINGLES " 1'0" O
OH � Q U 0 p` •.
EX15TING Mft5TE1? PED1?00M oLQ
3'HIGHGUARD TO REMAIN a'
DECKING T.O. GUARD
3'HIGHGUARD o
z Q o
NEWF/N/SHFLOORASSELECTED r, Q
BYOWNERONEX.4'SUB-FLOOR Q Q Q
T.O. DECK
EX.2X10 FJ@ 16"O.C.TO REMAIN �,
EX.2X10 DJ@ 16"0.C.
��8"DECORATIVELOAD 1/2"GYPSUMBD. T.O.HDR. rL
BEARING COLUMN (3)2X12HDR. �i
DOWN TO FOUNDATION WALLS& CEIL. T.O.EX.PLATES C v
EX.WA L L CONS TRUC TION TO REMA IN
2X12LEDGERS/'LAG
BOLTED STAGGERED TO
11F 11 1
DWELLING
EX15TING LNIN 12001"1 o GOVEFED DECK 8"DECORATNELOAD
3'HIGHGUARD BEARING COLUMNDOWN TO ao
DECK/NG TO REMAIN 304 SQ.FT. FOUNDATION W/3'HIGH
GUARD BETWEEN COLUMNS.
FLASHING 5/474'SLEEPERS
EX.FINISHFLOORASSELECTED DECKINGF3/4"PLY&RUBBER ROOFING N
8Y0WNERONEX..4"SUB-FLOOR 2"BD.R 10 T.O. DECK
EX.2X10 FJ 16"O.C. TO REMAIN 4' T.O.HDR. o O O p
(TAPERED MIN. %4'PER FT.) NCO Nr0 `v
EX.GYP.BD.ON WALLS&CEILING \)l--Wl0X45STL.hDR.
1.5"BD.INSUL R 7.5 Li
GRADE VARIES TECO&BLOCK TO STL.HDR. � � O
3)2X8 HDR.
GRADE VARIES
GYP.BD.ON CEILING NEWFWG1206114
EX15TING Dfi5EMENT � EXTENDED bh5ENENT
�
EX.WALL CONSTRUCTION TO REMAIN 281 SQ.FT.
FINISH FLOOR AS SELECTED BYOWNER
ON EX/STING 4'P.C.SLAB TO REMAIN.
T.0.EX.FINISHED FLOOR I.IJ
GRADE co
-------------------------------------- FOUNDATION WALL&FOO TING MlN.36'BELOWGR4DE • '`'
------------------------------------- ---------------� ;
EX.FOUNDATION WALL& FOOTING TO REMAIN COMPACT o
I / FILL TYP.
j� �'
I\ E AI\J� E L-E V TIONB.O.EX.FOOTING J
SCALE.-1/4'=1-0' 1�
ILI
5EGTION A
SCALE 1/4"=1-0' Z Z
4 O
z z
O �
j
OO O p
Q
CONT. RIDGE VENT
CONT RIDGE VENT UB UB
12
12
EX.5
EX.5 N m
EXISTING ROOFCONSTRUCTION
EXISTING ROOF CONSTRUCTION TO REMAIN
TO REMAIN c
GUTTER&LEADER v
GUTTER&LEADER
f1�
p�" )�
110"
( I�
OH
� aN
EX. EX. Q (J� Z (Y)
3'HIGHGUARD O
3'HIGHGUARD
Q V �
EX.SIDING
EX.SIDING
� � 0
GV2 G8"DECORATIVELOAD BEARING COLUMNDOWN TO
BEARINGCOLUMNDOWNTO GOVEFED DECK EX t:j
304 SQ,FT. FOUNDATION W/3'HIGH �/ O
FOUNDATION W/3'HIGH 304 SQ.FT. GUARD BETWEEN COLUMNS.
GUARD BETWEENCOLUMNS
DECKING
DECKING
Q
ARCHITECT SEAL:
SIDING 3,-0"x2,-0" SIDING
GRADE VARIES
GRADE VARIES
I I I
I .
I
I
GRAIF
DE VARIES
GRADE VARIES
COMPACT
COMPACT FOUNDATION WALL&FOOTING FILL TYP.
FILL TYP. FOUNDATION WALL&FOOTING EX.FOUNDATION WALL& FOOTING TO REMAIN MIN.36"BELOW GRADE
MIN.36"BELOWGRADE EX.FOUNDATION WALL& FOOTING TO REMAIN
511DE EL-EVATION 2
511D E E LE/A r I O N SCALE.-1/4'=1-0'
SCALE.1/4"=f'•0' OF
GENEFAL NOTE5 GENERAL NOTES
1.) THE MECHANICAL SYSTEM SHALL BE INSTALLED 7,) IN ALL FRAMED WALLS, FLOORS AND R❑OF/CEILINGS 10.) INTERI❑R WALL COVERING SHALL BE INSTALLED IN ` tet �,
1. THE FOL L0WING REFERENCE WASUSED INTHE DESIGN OF THE IN ACCORDANCE WITH CHAPTERS 12-24 OF THE COMPRISING ELEMENTS OF THE BUILDING THERMAL ACCORDANCE WITH SECTI❑N 8702 AND EXTERIOR �g Q Q
STRUCTURE: AMERICAN FORESTAND PAPER ASSOCIATION AF 2016 N.Y.S. CODE, ENVELOPE, A MEISTURE VAPOR RETARDER SHALL BE WALL COVERING SHALL BE INSTALLED IN ACCORDANCE
SPA) WOOD FR4ME CONSTRUCTION MANUAL FOR ONEAND INSTALLED ON THE WARM-IN-WINTER SIDE OF THE WITH SECTI❑N R703. I DEC - 2 2019 w
2.) THE PLUMBING SYSTEM SHALL BE INSTALLED INSULATI❑N IN ACCORDANCE WITH SECTI❑N N1102,1,1, 0 Z
TWOFAMILYDWE:LL/NGS IN ACCORDANCE WITH CHAPTERS 25-33 OF THE 11.) ASPHALT SHINGLES SHALL BE INSTALLED IN
ALL CONSTRUCTION IS TO BE/NACCORDANCE W/THE2015 j" � �
2016 N.Y.S. CODE, 8.) WALL AND CEILING FINISHES SHALL HAVE A FLAME ACCORDANCE WITH SECTI❑N R905.2, ----- - O p Q
INTERNATIONAL RESIDENTIAL CODE&ALL PARTS THEREOF, SHALL BE �j O � -- �V
SPREAD CLASSIFICATION OF NOT GREATER THAN `
CONSTRUCTED TO SA FEL YSUPPORTALL LOADS, INCLUDING DEAD � � � U
3.) ELECTRICAL EQUIPMENT AND WIRING SHALL BE 200 AND A SMOKE-DEVELOPED INDEX OF NOT 12.) IN ACCORDANCE WITH SECTI❑N R319, APPROVED O Q Z
LOADS, L/VE LOADS, ROOF LOADS, FLOOR LOADS, SNOW LOADS, O v
WIND LOADS&SEISMICLOADSASPRESCRIBED BY THE INSTALLED IN ACCORDANCE WITH CHAPTERS GREATER THAN X50 IN ACCORDANCE WITH SECTION NUMBERS ❑R ADDRESSES SHALL BE PROVIDED FOR
34-43 OF THE 2016 N.Y,S. CODE. R302.9. ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE O
2015INTERNA TIONAL RESIDENTIAL CODE. v
PLAINLY VISIBLE AND LEGIBLE FROM THE STREET
4.) ALL GLAZING IS TO COMPLY WITH SECTI❑N R308, 9,) INSULATION SHALL HAVE A FLAME-SPREAD INDEX OR ROAD FRONTING THE PROPERTY, � U
2. CONSTRUCTION,►NREGIONS WHERE THE BASIC WIND OF NOT GREATER THAN 25 WITH AN ACCOMPANYINGp� �C � 0 OO
SPEEDS EQUAL OR EXCEED 130MPHSHALL BE 5.) IN ACCORDANCE WITH SECTIONS R303.7 AND R303.8, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 13.) STAIRWAYS SHALL BE INSTALLED IN ACCORDANCE Q �^ C ►-_
ALL INTERI❑R AND EXTERIOR STAIRWAYS SHALL BE 450 IN ACC❑RDANCE WITH SECTION R302.10. WITH SECTION R311.7 AND HANDRAILS SHALL BE �
DESIGNED TO COMPL Y WITH THE CURRENT WFCM (HIGH
PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, PROVIDED IN ACCORDANCE WITH SECTION R311.7,8. Z O
i15-
WIND ED/TION)HANDBOOK. � � � � �
INCLUDING LANDINGS AND TREADS. �V �,
14.) PROVIDE ICE AND WATER SHIELD AS REQUIRED BY SECTION 905,1,2 � Q O
3. THEARCH/TECT HAS NOT BEEN RETAINED TO PERFORM LQ O ►�
6.) IN ACCORDANCE WITH SECTION R807.1, AN ATTIC ACCESS OF THE 2016 RCNYS, ICE BARRIER SHALL BE INSTALLED FOR ASPHALT c1� O rL
FIELD SUPERVISION DURING CONSTRUCTION.
OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT SHINGLES, THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN 2
EXCEED 30 S.F. AND HAVE A VERTICAL HEIGHT OF 30" LAYERS OF UNDERLAYMENT CEMENTED TOGETHER, OR A
4. THEARCHITECTSHALL NOTBE RESPONSIBLE FOR THE WORK OR GREATER, THE ROUGH-FRAMED OPENING SHALL NOT SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE c j
RELATING TO THE CONTR,4CTORS SAFETYPRECAUTIONSOR TO BE LESS THAN 220x30' AND SHALL BE LOCATED IN A NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF O
MEANS, METHODS, TECHNIQUES OR PROCEDURES REQUIRED HALLWAY OR OTHER READILY ACCESSIBLE L❑CATI❑N. SURFACES TO A POINT NOT LESS THAN 24" INSIDED THE EXTERIOR WALL
FOR THE CONTRACTOR TO PERFORM HIS WORK LINE ❑F THE BUILDING, Q rc)
5. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR.#2 OR BETTER,
W1 UNIT STRESS OF 950#PSI&MODULAS OFELASTICITY
1,600,000. ALL EXTERIOR WALLS TO BEOF2"x4"CONS TRUCTION
ALL INTERIOR WALLS TO BEOF2"x4"CONSTRUCTION. DOUBLE
TABLE 3.1
STUDSA TALL OPENINGSAND BEARING PARTITIONS. ALL
NAILING SCHEDULE Ivo
STRUCTURAL POSTS ARE TO BE SOLIDL YBLOCKED TO TOP OF m ``' oN
FOUNDATION WALL OR SUPPORT COLUMN BELOW. s
JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING � N
COMMON NAILS BOX NAILS m
6. DOUBLEALL JOISTS, HEADERS& TRIMMERS AROUND ALL OPENINGS
&UNDER ALL PART/TIONS USE TECO HANGERS. PROVIDE BRIDGING ROOF FRAMING
MAX. 8V"0.C. & CONTINUOUS WHERE POSSIBLE. BEAMS& RAFTER TO TOP PLATE (TOE NAILED) 3-801 3-1001 PER RAFTER
HEADERS OF ENGINEERED WOOD ARE TO BE MIN OFM/CROLAM CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-801 3-1001 PER JOIST
MIN. FB=2600PSIREPET/TIVEMEMBERS W/E-21 ORBETTER. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 3-1601 3-4001 EACH LAP
7. DONOTSCALEDRAWINGS, CONTRACTOR TO VER/FYALL DIMENSIONS, CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 3-1601 3-4001 EACH LAP
ELEVAT/ONS&GRADESAT THE T/MEOFCONSTRUCT/ON. LARGE COLLAR TIE TO RAFTER (FACE-NAILED) 3-1001 3-1201 PER TIE
SCALEDRAWINGS TAKE PRECEDENCE OVER SMALL SCALEDRAWINGS. BLOCKING TO RAFTER (TOE-NAILED) 2-8d 2-10d EACH END
RIM BOARD TO RAFTER (END-NAILED) 2-1601 3-1601 EACH END
8. ALL FOUNDATIONS SHALL REST ON UNDISTURBED, WELL COMPACTED o_ WALL FRAMING O
GRANULAR SOIL ALL CONCRETE OF ONE TON PSFBEARING CAPACITY MIN. F__ I
>
( ) Q TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d 2-1601 PER FOOT
WORK SHA LL CONFORM TO THE REQU/REMENTSANORECOMMENDATIONS TABLE R301 .2.1 .2 WOOD STRUCTURAL PANELS WITH A THICKNESS w TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5-16d JOINTS - EACH SIDE
OFACI-84SPECIFICATIONS FOR STRUCTURAL CONCRETEFOR BUILDINGS WIND-BORNE DEBRIS PROTECTION FASTENING ❑F NOT LESS THAN 7/6" (11mm) AND A SPAN OF STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24" O.C.
(F'C=3000PS1);REINFORCING STEEL SHALL CONFORMTOASTMA-615 SCHEDULE FOR WOOD STRUCTURAL PANELS °'b'`'d NOT MORE THAN 8 FEET (2438 mm) SHALL BE
HEADER TO HEADER (FACE-NAILED) 16d 16d 16" o.c. ALONG EDGES �
GRADE 60.ALL FOUNDATION WALLS TO BE8"THK. &POURED CONCRETE FASTENER SPACING (inches) °'b PERMITTED FOR OPENING PROTECTION, PANELS n
FOOT/NGS.ALL TRENCH FOOTINGS TO FOLLOW LOCAL CODES. 4 FEET 6 FEET
SHALL BE PRECUT AND ATTACHED TO THE U) TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-1601 3-4001 PER STUD z N 0
Q)
FASTENER TYPE PANEL SPAN 0 12 12 O n
z
5 4 FEET < PANEL SPAN < PANEL SPAN FRAMING SURROUNDING THE OPENING CONTAINING Z BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING 2-16d 2-16d PER FOOT �
(FACE-NAILED �
o -
< 6 FEET < 8 FEET
9. SILLANCHORS INFOUNDAT/ON !MALLS TOBE5/8"D/AM. THE PRODUCT WITH THE GLAZED OPENING, _j ) o
METAL WASHER'S UNDER NUTS LOCATED 12"MAX. FROMEACH ASED ANCHOR 8 WOOD SCREW PANELS SHALL BE PREDRILLED AS REQUIRED FOR W
FLOOR FRAMING
0 0 0
CORNER OFSIL,_ &36 0.C. MAX USING MIN. OF(2) TWO ANCHORS ITH 2' 16 10 8 THE ANCHORAGE METHOD AND SHALL BE SECURED o
MBEDMENT WITH THE ATTACHMENT HARDWARE PROVIDED. >- JOIST TO SILL TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-10d PER JOIST
PER SILL PIECE FOR UPLIFTAND 23"O.C. FOR LA TERAL AND SHEAR ENGTH ATTACHMENTS SHALL BE DESIGNED TO RESIST J BRIDGING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END 1 n
ALL NEW SILLS TO BE OFACQ TREATED LUMBER W/SILL INSULATION flO WOOD SCREW 5�
THE COMPONENT AND CLADDING LOADS Q
BETWEENSILLS'& CONCRETEBLOCK. ASED ANCHOR LL_ BLOCKING TO JOIST (TOE-NAILED) 2-801 2-1001 EACH END
ITH 2' 16 12 9 DETERMINED IN ACCORDANCE WITH EITHER TABLEBLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-1601 4-1601 EACH BLOCK
MBEDMENT R301.2(2) OR ASCE 7, WITH THE PERMANENT O ( )
10. IF IN THE COURSE OF CONSTRUCTION,A CONDI TION EXISTS WHICH ENGTH LEDGER STRIP TO BEAM (FACE-NAILED
' LAC SCREW C❑RR❑SI❑N-RESISTANT ATTACHMENT HARDWARE E- ) 3-16d 4-16d EACH JOIST
D/SAGREESWITHATASINDICA TED ON THESE PLANS, THE ASED ANCHOR 2' PROVIDED AND ANCHORS PERMANENTLY INSTALLED JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST
CONTRACTOR SHALL STOP WORK&NOTIFYTHEARCHITECT. SHOULD MBEDMENT 16 16 16 ON THE BUILDING. ATTACHMENT IN ACCORDANCE w BAND JOIST TO JOIST (END-NAILED) 3-16d 4-16d PER JOIST v
THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE& CONTINUE ENGTH WITH TABLE R301,212 IS PERMITED FOR zBAN13 JUIS I I U SILL LIN I LIF HLA I L ,
NOTE 0 -L=SPAN LENGTH, H=SPAN HEIGHT BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 2-1601 3-1601 PER F007
TOWORK THE CONTRACTOR SHALL ASSUMEALL RESPONSIBILITY& a. PERMITTED TO BE TAKES AS 0.7 TIMES THE COMPONENT AND CLADDING(ASD) LOADS O FOR THE PURPOSE OF DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD SHALL
BE FEET(13,728MM) ❑R LES WHERE THE ULTIMATE 0
LIAB/LITYARIS/AIG THEREFROM. ROOF SHEATHING
OBTAINED FROM TABLE R301.2(2) DESIGN WIND SPEED, VULT, IS 18- MPH(290 KPH) LL_
b. FOR CANTILEVER MEMBERS, L SHALL BE TAKES AS TWICE THE LENGTH OF THE WOOD STRUCTURAL PANELS 8d 10d 6' EDGE / 6' FIELD
11. HABITABLE ROOMS SHALL HA VEANA GGREGA TE GLAZING OF NOT CAc.NTILEVER OR LESS __j FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROON Q DIAGONAL BOARD SHEATHING �
ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS.
LESS THAN 8%OF THE FLOOR AREA OFSUCH ROOMS.THE OPENIABLE THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60, FOR CONTINUOUS ALUMINUM2-8d 2-10d PER SUPPORT
V \JJJ
STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, THE TOTAL LOAD DEFLECTION SHALL z 1"x6" or 1"x8"
0 NOT EXCEED L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE LENGTH OF THE TABLE R301.7 Q
AREA TO THE OUTDOORS SHALL NOTBELESS THAN4/ OF THE MEMBER, WHICHEVER IS MORE STRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR12 1 x10 or WIDER 3-1001 PER SUPPORT
m
3-801
WALLS OF SUNROOM ALLOWABLE DEFLECTION OF
FLOORAREABEING VENTILATED.ANDINA000RDANCE WITHSEC TION d. D ADDITINS PATIO FLECTIONFOR EXTERIOREWALLS WIOTHAINTEERIOR GYPSUMIOBOARDLFINIOSH S ALLDBE/120 STRUCTURAL MEMBERS be z CEILING SHEATHINGLQ
R303OFTHE2015/NTERNATIONALBUILDINGCODE. LIMITED TO AN ALLOWABLE DEFLECTION OF H/180 Oe.
��
PROVIDEMECHANICAL VENTINBATHROOMSAND VENTDRYERSAS REFER TO SECTION R703.8.2. STRUCTURAL MEMBER ALLOWABLE U GYPSUM WALLBOARD 501 COOLERS 501 COOLERS 7" EDGE / 10" FIELD
RDEFLECTION
REQUIRED. �[ °O
WALL SHEATHING Q
RAFTERS HAVING SLOPES GREATER THAN ~
TABLE R301 .5 3:12 WITH FINISHED CEILING NOT L/180 z WOOD STRUCTURAL PANELS 8d 10d Q ni
12. PROV/DEA6-MIL TH/CKPOLMETH, YLENEF/LMSHALL BEAPPL/EDOVER MINIMUM UNIFORMLY ATTACHED TO RAFTERS o
THE BELOW GRADEPORTION OFEXTERIOR FOUNDATION WALLS PRIOR DISTUBUTED LIVE LOADS U STRUCTURAL FIBERBOARD PANELS
INTERIOR WALLS AND PARTITI❑NS H/180
TO BACKFILLING. JOINTS IN THE POLYETHYLENE FILM SHALL BE Ld (IN POUNDS PER SQUARE FOOT) Lu 1 GA. GALV. R❑❑FIN - 3" EDGE / 6" FIELD 0
p FLOORS L/360 � NAIL Q
LAPPED 6 ff AND SEALED W/THADHESIVE. THE POL YE TH YL ENE FIL M O USE LIVE LOAD (0.120x1-1/2LONGx Q ' ' v p
SHALL COMPLY WITH SEC TION R406.3.2OFTHE 2015INTERNATIONAL Ob CEILINGS WITH BRITTLE FINISHES L/360 � 7/16' HEAD)
UNINHABITABLE ATTICS 10 (INCLUDING PLASTER AND STUCCO
BUILDING CODE. (n WITH❑UT STORAGE p 2952' 11 GA. GALV. - 3" EDGE / 6" FIELD
>- UNINHABITABLE ATTICS WITM,9 20 CEILINGS WITH FLEXIBLE FINISHES O ROOFING NAIL
LIMITED STORAGE L/360 O (0.120'x1-3/4'LONGx
co HABITABLE ATTICS AND ATTICS 30
13. FASTENERSFOR ASPHALTSH/NGL ES SHA LLBEGALVAN/ZEDSTEEL, z (INCLUDING GYPSUM BOARD) 3: 3/8' HEAD)
STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, MINIMUM
O SERVED WITH FIXED STAIRS ALL OTHER STRUCTURAL MEMBERS L/240 � GYPSUM WALLBOARD 501 COOLERS 501 COOLERS 7" EDGE / 10" FIELD
12-GA GE SHANK WITHA MINIMUM 318"DIAMETER HEAD, COMPLYING N BALCONIES (EXTERI❑R) AND DECKS 40 EXTERIOR WALLS - WIND LOADS WITH o' HARDBOARD 8d 801
W/THASTMF1667, OFA L ENG TH TO PENE TRA TE THROUGH THE :E FIRE ESCAPES 40 PLASTER OR STUCCO FINISH H/360 PARTICLEBOARD PANELS 801 801 (SEE MANUFACTURER)ETEI 'n ARCHITECTSEAI:
z
R0OFINGMA3/4
TERIALSANONOTLESS THAN "INTO THE ROOF � GUARDS AND HANDRAILS d 200" EXTERIOR WALLS - WIND L❑ADS° WITH Y DIAGONAL BOARD SHEATHING
SHEATH/NG. THERE THE ROOF SHEATHING IS LESS THAN 3/4"TH/CK, GUARD IN-FILL COMPONENTS f 50h OTHER BRITTLE FINISHES H/240 Q "
THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. 1x6 or 1"x8' 2-801 2-1 od PER SUPPORT
w PASSENGER VEHICLE GARAGES a 50a EXTERI❑R WALLS - WIND LOADS° WITH d W 1"x10" or WIDER 3-8d 3-10d PER SUPPORT K, t
Y H/120
Q ROOMS OTHER THAN SLEEPING ROOMS 40 FLEXIBLE FINISHES J r �I
Q FLOOR SHEATHINGcn
SLEEPING ROOMS 30F-
LINTELS SUPPORTING MASONRY VENEER ,.� -�.�/
J STAIRS 40` WALLSe L/600 WOOD STRUCTURAL PANELS V ,,
OU N I� I O N N OT 5 m FOR SUBNOTES REFER TO THE 2016 N.Y.S. CODE FOR SUBNOTES REFER TO THE 2016 N.Y.S. CODE 1" OR LESS 8d 10d 6" EDGE / 12" FIELD
� GREATER THAN 1" 10d 16d 6' LIJUE 1E,
FIFI TI
1. 16"D/AM. CONCRETE COLUMN FOOT/NG, 3000PS1@28 DAYS TABLE R301.2(1) DIAGONAL BOARD SHEATHING
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT SHEET#:
2. ASSUMED SOIL BEARING CAPACITY,2 TONPSF, SUBJECT TO INSPECTION GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE AIR MEAN I 1"x10" or WIDER 3-8d 3-10d PER SUPPORT
TOPOG- SPECIAL WIND-BORN FL000
SNOW SPEED DESIGN DESIGN BARRIER FREEZING ANNUAL
& VERIFICATION FROST LINE HAZARDS
LOAD (MPH) EFFECTS REGION ZONE IS CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED INDEX TEMP 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE, IF WALL
3. ALL FOOT/NGS TO BE CARR/ED DOWN TO UNDISTURBED SOIL 1 MILE CALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING O�
FROM BOF 3 MODERATE SEE PLANS REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES,
CONCRETE SHALL NOTBEPOURED ONFROZEN GROUND ORINFREEZING WEA; 20 psf 130 VULT NO NO COAST B SEVERE BTG TO HEAVY BELOW YES EXAMINERS 599 51 SHALL BE USED TO MAINTAIN THE LOAD PATH.
AND FI OFFICE 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE
PERMITTED
TOWN OF ISLIP CLIMATE ZONE IS 4A TO BE REDUCED TO 1-1601 NAIL PER FOOT. 3