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GENERAL NOTES: DESIGN CRITERIA: A qI Ir "IMI 41M or I vi
R 4milli IIIII11"A a IF.11111,11 1A tj 01A 1r. WORK
MATERIAL AND EQUIPMENT SHALL
LO
D LOAD B Owl L D I IN
LIVE LOAD D DEA O
BE IN ACCORDANCE: WITH THE NEW YORK
STATE UNIFORM BUILDING CODE, AND THE NEW GROUND SNOW LOAD 25 PSF. 15 PSF.
YORK STATE ENERGY CONSERVATION CODE, LIVING AREAS AND DECKS 40 PSF. 15 PSF.
SLEEPING AREA 30 PSF. 15 PSF.
AND LOCAL AUTHORITIES.
ATTIC 20 PSF. 15 PSF.
' R,
2. ALL CONCRETE SHALL BE STONE WIND SPEED 140MPH191k Air M
AGGREGATE WITH �� MINIMUM 28 DAY SEISMIC DESIGN CATEGORY B UlTlkajN kaliF ME/—% 0 E a' 'o� M
AD
STRENGTH OF 3000 PSI. WEATHERING SEVERE
FROST LINE DEPTH 36"
3. ALL LUMBER SHALL BE GRADE STAMPED TERMITE MOD. - HVY.
DOUGLAS FIR-LARCH STRUCTURAL GRADE #2 DECAY SLIGHT
OR BETTER. ICE SHEILD REQ. YES
a
4. PROVIDE DOUBLE: HEADERS AND TRIMMERS
AT ALL STAIR AND FLOOR OPENINGS, POSTS
AND PARALLEL PARTITIONS, EXCEPT AS NOTED
ON DRAWING.
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS
AND FLOOR BEAM. SPACING NOT TO EXCEED 8
FT. D I `NJ
6. ALL DIMENSIONS AND GRADE CONDITIONS TO �j�
BE VERIFIED BY CONTRACTOR(S) PRIOR TO p`�� NOTE
START OF CONSTRUCTION AND ORDERING OF
TOTAL LOT COVERAGE = 11
MATERIALS. THIS FOUNDATION HAS BEEN
DESIGNED FOR A SOIL BEARING CAPACITY OF ,_ GARAGE AND SHEDS (704 S.F.) + HOUSE AND DECKS(1712 S.F.)/TOTAL LOT(21172 S.F.)
TWO (2) TSF AND GRADES LESS THAN 5% -
CONTRACTOR SHALL VERIFY THAT THESE e
CONDITIONS ARE MET. ALL FILL BENEATH -Y '
CONCRETE SLABS TO BE COMPACTED TO 95% N,i PROPERTY LOCATED AT:
"
200 PIERCE DRIVE CUTCHOGUE, NY 11935
RELATIVE DENSITY.
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK; STATE OF NEW YORK
7. DO NOT BACKFILL AGAINST FOUNDATION 1} -ARBOR OVER PORCH j DISTRICT: 1000 SECTION: 136 BLOCK: 1 LOT: 35.1
WALLS UNTIL FLOOR SYSTEM IS INSTALLED. 1
COVERED PORCH -
8. ALL HEADERS 6 FT IN LENGTH AND OVER TO `
BE SUPPORTED BY DOUBLE UPRIGHTS, 9 FT
AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS
TO BE MINIMUM OF (2) 2x8" OR AS NOTED
9. PROVIDE FIRESTOPPING AT ALL LEVEL
PENETRATIONS. G
~' DOSE
NORTH
10. PROVIDE FLASHING AT ALL ROOF BREAKS,
CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, ` `"
I
WINDOWS, DECKS, ETC. 'N
- ----
A3 87'
11. DO NOT SCALE DRAWINGS ---- -- ------------ --- -+'- ---- - - --
12. DESIGN CONSULTANTS OR RECORDl
ARCHITECT-ENGINRESPONSIBLE
= P NSIBLE _ �
EER ARE NOT RES O
II II ,pROD�oN �
ul
FOR THE INSPECTION, SUPERVISI1ON, OR ° OROPOSdDDECK PD
ADMINISTRATION OF THIS CONSTRUCTION ~ I I 1`
PROJECT. FEDERAL, STATE AND LOCAL ZONING
AND BUILDING CODE COMPLIANCE SHALL
' .. ._---'�-- '-'--------------_----- --- � -' - -- �X --'- -� ` ESN°O I `i
THE RESPONSIBILI"fY OF THE CONTRACTOR(S). --
, I
i
___-__ ___ ___ (n
__----_-____________ __-____ ___ _ _ i I ,
13. DESIGNER, ARCHITECT, OR ENGINEER MUST ------------- -
BE NOTIFIED IN WRITING BEFORE ANY I _-__- _— - _------- ----------- - -_ ----- --_-- .- ____- '--------
eEGP ;GE II
CHANGES ARE MADE TO PLANS. � -- �_ --- - -- - -- -- -___--�--- -- -� � I '
14. ELECTRICAL AND MECHANICAL
COMPONENTS TO BE DESIGNED AND SPECIFIED _
j =-- 50
- - I - _ --
BY OTHERS.
_
15. CONTRACTOR E►HALL OBTAIN ALL PERMITS --- - --
- ---- i --- B
AND INSURANCE NECESSARY TO PROTECT THE - - - I - __
ENGINEER AND OWNER.
t '
LOT SIZE
r--J SHED I
21,172 S.F.
� I I ' I ��-�IC9�.
1
,
HOUSE PATIO AND DECK
I 1
EXISTING
EXISTING 3s.F. PROPOSED REAR ELEVATION
1347 S.F.
PROPOSED
PROPOSED
304 S.F. 21 S.F.
GARAGE/SHED TOTAL
12 .00
27
704 S.F. 4 S.F. ' _
10"E• f
TOTAL
2355
i
ROOF RUN-OFF
387 C.F. SITE PLAN . :.. .
r
............
DATE:
JAN. 12, 2020 � SCALE:
i _
1 eeri , 1 11 _ 201-011
REVISIONS:
-_ - - ----- 1755 igsbee Road
DAVIS RESIDENCE bwG. No.
attituc , NY 11952
200 PIERCE DRIVE CUTCHOGUE, NY 11935 100.01
Foundation Notes:
Framing Notes:
The contractor is to verify all measurements in the field and any The contractor is to verify all measurements in the field and any discrepancies are to
discrepancies are to be brought to the Engineer prior to be brought to the attention of the Engineer prior to construction.
construction,
Wood Framing
1 -All concrete 4,000 psi after 28 days minimum.
EXT'G BEDROOM EXT'G KITCHEN i 1 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum
CRAWL SPACE 2-All rebar ASTM A-615 Grade 60. specifications:
CID
00 CID
j EXT'G BASEMENT00 to (D ACCESS 3 - Footings are to be installed on undisturbed virgin soil. The Fb = 825 psi
(V NrHDR.Z
stalled a minimum of 3 beloww EXT'G 266 w J _. ._... bottoms of all footings are to be in Fv= 95'psi
W Z 12"SONOTUBE
Z (2)2"x 0"HDRZ (2)2" ` g
ON 24"x 24"x 12"-- rade unless indicated otherwise. Fc perp = 625 psi
STEP
STEP P.C.FOOTING(TYP.) °°. I. . E = 1,600,000 psi
1 I I I • I I 1 4 -All snap off form ties are to be removed and remaining
2"x 10"R.R. 2"x 10"R.R. -� I I I ' ' 11'4" �' � 3'----/ 3'-a" I openings are to be sealed/grouted. 2. All Parallam (PSL) Lumber is to have the following minimum specifications:
@ 16"O.C. I - @ 16"O.C. I ih LW - I I I o I I
r---- g -"- -I
C)C,) 111 II. . I �,
cr
�o "'"-.8-MCODJ
' 2"x 8"F.J. � 2"xx s°F.J. 5-The foundation contractor shall coordinate with the plumbing Fb = 2,900 psi
in i �I `" W@ 12°o.C. o @ 12"o.c. and electrical contractors relative to installation of sleeves and Fv=290 psi
00 I I SKYLIGHT 1 I SKYLIGHT I o x lL J 1 L-__-J a@�sO.C. I ° ' NEW 3"STEEL COLUMN other penetrations prior to pouring concrete. Fc perp,= 750 psi
- - M 1 I N W/3'x 3'x 12" E = 2,000,000 psi
I j __
- 37"- �p I I 37 N� I x III I I I C.FOOTIPdG 6- Install isolation joints along foundation walls and at column and
"I Of I I i I I w IoM N: it
l i ' I r-- - ENV N0.5R=BAR
W to I b M N I I - —8"P.C.FOUNDATION WALL other floor penetrations. 3. All Microllam (LVL) Lumber is to have the following minimum specifications:
r" - 1 .. I 14"O.C.EMI 1
o Q I" 1 g I 1 SKYLIGHT I w
o w I SKYLIGHT 11 L J = 1 1 I CRAWL SPACE I
W NEW N _ L____J N �_ 1 I , - I I 1 1 7 - Installed contraction joints in the cellar floor slab every 18' Fb = 2,600 psi
C1.1 _ I minimum. Fv=285 psi
1` DECK ;01 --37" 37� 1 1 I I 1
c9I x I I I x l �o L� J I I L_
ZI 04 I• I 1 of (V IMM I Q III I ' I i I I p p
m In I xl
Fc e = 750 psi
a I I I I 8 - Foundation excavation is not to be back filled prior to the E = 1,900,000 psi
I SKYLIGHT I M( I SKYLIGHT I �" Y II(
J v I I I - I
W 4°P.C.s B installation of the floor framing. .
I i tu." 'x 8"MCQ D.J. ' I ' I I
r_37 W/VAPORI BARRIER
37 I ° @,s"o.c. I I I 4. All Glued Laminated Beams (GLB)aka Anthony Power Beam are to have the
UPON 4" USHED STONE
-� , io i NEW SONROOM Mi MM m I I I I I I I 9- Backfill along foundation walls is to be clean material and is to following minimum specifications:
I be mechanically compacted in 6" lifts to 95% of maximum dry
I I SKYLIGHT I I SKYLIGHT
L- _-J I L density. Fb = 3,000 psi
=
(3)2"x8"HEADEROVER'SMALL UPPER WINDOW " I 11' L_______.________- -'-- -- _-._l I
Fv 300 psi
I I 10 - Follow cold weather concrete treatment relative to add Fc perp = 805 psi
3.5"x 11.875" SL HEADER E -2,100,000
---- ---- ---- L , �--. J - - i
---- ----
._�.._..-_._._ 1 -• • r • • ' mixtures in accordance with ACI 212.3R. Use Air Entraining psi
TW3052 TW3052 TW3052 TW3052 TW3052 -- - - ---- --- ----- -- admixtures per ASTM C260, AASHTO M 154 or Water Reducing
TWT3017 TWT3017 TWT3017 TWT3017 TWT3017 I and Set- Controlling Admixtures per ASTM C494, AA:HTO M 194 5. All beams fabricated with multiple Laminated Veneer Lumber'boards are to be
�1 -----3'-8"-----�----3'-6"-----f-----3' - --f-----3'-----�----3'----f-----3'-----�-----3'-6' --
y. type manufacturer's specifications.
only. Do not use Calcium Chloride or other corrosive t e nalledJbolted in accordance with the
f I admixtures
19' }� N —, 6. All TJIs are to be installed in accordance with the manufacturer's specifications and
PROPOSED FOUNDATION P L shall include squash blocking and web stiffeners at bearing paints on girders and
other load bearing areas.
7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless
P RO P O:�E D FLOOR PLAN LEGEND steel. Designated connectors, strap etc. on these drawings are made b
9 p g y Simpson
® EXISTING WALL EXISTING NEW unless indicated otherwise. All connectors, straps etc. are to be nailed/bolted in
�m NEW WALL
TOP OF FOUDATION
accordance with the manufacturer's specifications.
r , GRADE 4 8. All floor sheathing is to be 2Y32 inch AC type plywood, tongue'and groove, with an
---•---- ITEMS TO REMOVE APA span rating of 48/24. Floor sheathingshall be glued and'screwed to the floor
NEW
\\ TE
FOU DOATIONEWALL joists (6" O.C. edges and 12"O.C. field ).
EXISTING CONCRETE bLj
FOUNDATION WALL —� 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be
' \ nailed with 10d common nails 6" O.C. edges and 12" O.C. field.
i 10.Solid blocking'is to be installed every 8' max or mid span of all floor joists with
I I ,E 1 e
\ spans exceeding 8'.
i,
f I1 II \ �., NL-W#5STEEL
11.Double joists'are to be installed below parallel walls.
I I 1
IL—
f_—_----'f l - :
I --------- } '�.
L---------._ �� Rf!NFDRCING RODS
e12'O.C.VERTICALLY
W J 12.Blocking is to be installed at all point load bearing points.
EXISTING R.R. EXISTING R.R. OND FLOOR
_.sEc 13•Walls
are to be framed with 2x6 inch studs spaced 16 inches SOC unless indicated
otherI -----------------------------------r
_ t�_�---------------r-_----'=_==i-_r1----------I —�
' f'------ '11 ` I r---- --' I ` f�---�� —' I I 1r— POROUS FILL 14.All bolts nuts and washers are to be hot dipped galvanized.
W , I r------- ,f 1 r— I I
7T
1 I' r--.*..—., 1 1 S 1 1•—_T....., ! 1
Ifl III I „ t I 1 11 tl 1 ! ! I I I,I I„
1 Ii H; 1 1 1 1 1 I f l I I 1 I 1 i 1 1 111 111
! I1 ISI 1 ,, t 1 k f 1 11 I 1 1 ,, I III 111
1 .1 _ III I 11 11 I Steel Notes
II III 1 1 1 i t i 1 1 '.
FOUNDATION CONNECTION DETAIL
-----
: I I l i ilii I i i i e i e L N.T.S
10 �Ixl Ix „ II 1 I , All steel is to be ASTM Specification A-992-50
NI ' IIf I , j r-----.� 1 , I I r-----.! I I I ! I„ *N .I SKYLIGHT I^ vI SKYLIGHT Iv _'__
L All Tube Steel ASTM A500-GR-4
Ni i� r---------
-----�1----- II I *
r—_—..-7 l I 1 1
-------T—--__Tr—__ 1 1 I I I 1 I I !I 1 1 1 I
11 1 1 1 E----tet 1 1 1 I
b1 to W of I� II ,I „ ,� „ fl "x4 MCQ POST
X1 X I .___.._.......... ...... . .............---_.__-..-----_—_-___.—_.-___._-._._.._----.— _L�.-_..k 1 —_--- —1-1--_11_ -.- ._.-_.4_L--r�_
--- -- - - FIRST FLOOR ” * All bolted connections are to be made with A-325 bolts.
CV I I N iv 1 I N I r-------------- ---------
SKYLIGHT I^ All welded connections are to be done by a certified welder and conform to
N I SKYLIGHT IN R --I - v ----- t-----------------------------
:4------------�-" -1 0 0 - -- - -- SIMPSON PB44 AWS and AISC standards.
I I� 0 XII IX OUBLE 2"x 10"FRAMING
POST BASE
IN i it•, N I IN I * All weld joints are to use E70XX electrodes.
N I SKYLIGHT IN x vl SKYLIGHT IN -_ -_
�N I • 1 P.C. DECK PIER Prime at 2.0to 3.0 cMDF d and shop rime with one coat TNEMEC 37-77 W Chem -
----- 10"SONQTUBE p p
xl . x xl x EXISTING REAR ELEVATION
I - I in &I I N -- -- ---- — ----- • ,
Y2 web stiffeners are to be installed at all point load bearing points and over all
r;,I SKYLIGHT IN _ vl SKYLIGHT Iv
column supports.-
__7
upports. .
--_ ' ` • a =; !-_ - _-; * All columns are to be bolted to steel girders with Y2" bolts and to wood girders
= _. �= ' with Y2" lag bolts.
Z -_!;;; 1-
REMOVE DOORS AND WINDOWS -- _ i::" • * All girder splices are to be made above columns.
—FILL IN WALL WITH 2"x 4" Q a
STUD WALL AS REQUIRED
!---- i I---- _ --!= 24"K24"x12"
P.C,FOOTING
I
ROOF= FRAMING PLAN1=, _ --_r-1,;--
1
�1 DECK PIER DETAIL
N.T.S
_REMOVE EXISTING y
F
STOOP AS NEEDED
I i to
F 0
DEMO PLAN �-------------------------------; � /6 ��•���� .
DOOR SCHEDULE -----------------------------
DATE: ,- .:... ...
WINDOW, SKYLIGHT, AND OO
JAN. 12, 2020 UNIT QTY. BRAND MAN.CODE SIZE TYPE NOTES SCALE:
ANDERSEN TW3052 3052 DBL. HNG. CUSTOM GRILL Engineerina , ■C ■REVISIONS: A 9
_ B 9 ANDERSEN TWT3017 3017 TRANSOM CUSTOM GRILL ° l�
C 1 ANDERSEN TWT210111 210111 TRANSOM NO GRILL 1755 55 Sigsbee R®Ad
D 1 ANDERSEN NLGD12080 4 12080 SLDR DOOR CUSTOM GRILL DAVIS RESIDENCE !A DWG" N O"
E 8 VELUX M04 2631 SKYLIGHT attitu Vk, NY 11952
200 PIERCE DRIVE CUTCHOGUE, NY 11935 300.01
- - - TRANSOM WINDOW
ANDERSON TWT210111
. ......... ......
---------------
-- _ - -
I -- - -
i
CATHEDRAL __...
CEILING —
L--] L-1 LL
- I ---- ` --- -- - — -- RAFTER
ED TOP PIA
BUILT UP RATS
FINISHTE
EL TRIM
---- -- --- - — — - ----- - --
_.. .
PAINTED
OkiG-- I Ridge
'._._. I NEW WALL --
°i
CUSTOM PANELING - _ _ •. trap at each Rafter
�.. -2„
PLYWOOD SHEATHING ----- --- Ll
OR ,
NEW SUNROOM
i
HEADER
''i -----------
--
- .. I;.; j - - - - - -- mps 3 ap
! � '
R 21 BATT.INSULATION Simpson MTS30 Rafter Strap
I
-- - - - - - - — --- - - —-- -- a each Rafter Tail
FT
- --- - - - - -----
-------------------------------- lei -- -- -�J-- �---- -- - -----__- -- -- ------------- -------------------FIN
OP PLAT
(SHED FLOOR
GRADE
[,RADE
�—
11 '. : ,i� :.. 1 2"x 8"TREATED SILL PLATE
WITH TERMITE SHIELD AND SILL SEAL sruo
a°P.C.SLAB CRAWL SPACE
o —W/VAPOR BARRIER
`MI Simpson 112A Hurricane Ties
UPON 4'CRUSHED STONE
Nat each Rafter Tail
NEW FOUNDATION WALL
• E 8"P.C.WALL
r _ ON 18"x 12"
CONT.FOOTING PROPOSED REAR ELEVATION
I
PROPOSED SECTION
5
SIMPSON LSTW
STRA
i
_- SIMPSON LTP5
—_--- STRAP
-— - - - - -_— Simpson BP
--- T„ni; e lrVa}I SCIS
-- — --- _---- — Sill Strapping
- = - ------- _ - -_= Detail
_ F
_ -
-- —---_ _—-- —-- - --- -_=r--- _ - - — —-- - -- , STRAPPING DETAILS
-- -- _ — --- - - --- -- - —
US
---------------- -----..__....-- ----------------- I �---- i ON SLIDING DOOR
i--
-----------
BUILT UP RAISED
-- [I -
__-----------PANELTRIM
------------ -- - - ----- --- t-- a
- --- �ll PAINTED FINISH
I�J - -- I�—
---
- --------------FINISHED FLOOR EXT'G FINISHED FLOOR-----------------------
_
FINISHED FLOOR---------------'--- -` -- �- -----FINISHED FLOOR
GRADE
PROPOSED EAST ELEVATION PROPOSED WEST ELEVATION . ., .
T.RµTM\
y
DATE: ---
JAN. 12, 2020 SCALE:
�1 I 111 - 11-0
REVISIONS: ' 4 -
- -----
1755 Sigsbee Road
DAVIS RESIDENCE DWG. No.
attituck, Y 11952
200 PIERCE DRIVE CUTCHOGUE, NY 11935 400.01