HomeMy WebLinkAbout45397-Z I
SSA GENERAL NOTES
1. The contractor shall furnish and install all items
L[53 unless otherwise noted.
J 2. The contractor shall verify all dimensions and
job conditions. All discrepancies shall be
A r&E �D E 1_I brought to the attention of the architect. The
acontractor shall be solely responsible for
visiting the job site and obtaining all correct
information for the completion of the contract.
a. All dimensions locating exterior walls are
to outside face of stud unless noted
otherwise.
b. Dimensions locating interior walls are to
rough framing or centerline of rough
opening unless noted otherwise.
3. In the event that certain details of the
construction are not fully shown or noted on
the drawings or called for in the specifications,
their construction shall be of the same size and
character as for similar conditions which are
shown or noted.
4. The contractor agrees to assume sole and
complete responsibility for job site conditions
during the course of construction of this
project, including safety of all persons and
property. This requirement shall apply
continuously and shall not be limited to normal
working hours. The contractor further agrees to
defend, indemnify and hold design professional
harmless from all liability, real or alleged, in
3 connection with the performance of work on
Addition to the Henderson Residence this project, excepting liability arising from the
sole negligence of the design professional.
5. Only working drawings stamped "Issued for
Construction" are permitted to be used for
m construction of this project. All other drawings
are obsolete and are not permitted on the job
9b4 b, Hill AVI"JI lue site. Contractors using incorrect drawings are
solely responsible for all work not performed in
accordance with the drawings issued for
--�'" construction.
.6 Manufacturers installation instructions for all
/ ishers Island ,
products shall be kept on site by the contractor
for use by the owner.
/ 7. Contractor shall provide all tools, materials,
labor and equipment necessary to provide a
' 1000 009 3 3 complete installation of the work described in
— — — these drawings.
\ 60P 8. Drawings are not to be scaled in the field.
/ FRONT\ YAR Written dimensions take priority.D 9. General contractor and all sub-contractors shall
/ be familiar with all drawings for project.
\ J Information for all trades appears on sheets.
\ PROPOSED ' 10.Sam Fitzgerald Architect, PC (SFAPC) shall
\ DECK EXTENSIONS Z retain all copyrights, and all statutory and
common law rights with regard to these plans
\ EXISTING and the building design depicted in therein.
RESIDENCE , Any reproduction, change or assignment to a
\ third party shall not occur without first obtaining
PROPOSED the consent of SFAPC.
\ COVERED /
PORCH,ADDITION
\ PROPOSED ONE- / v
STORY FRAME ADDITION OF WORK PROJECT DIRECTORY
v
60,
1. Newly-constructed one-story frame
'ZI addition with crawlspace of roughly 142 OWNER: Sam Fitzgerald Architect, PC
sq. ft. Wendy Crisp Henderson
o 2. Newly-constructed frame covered porch 37 Midwood Avenue
of roughly 60 sq. ft. Greenwich, CT 06831 15 E. Putnam Ave.,#234
3. Newly-constructed deck extensions. (203) 984-7808 Greenwich,
T 06830
�CO 4.
4. 75% renovation of the interior infoOsamfitzgerald arch itects.com
S H E ET I N D EX Samuel W. Fitzgerald, AIA
2 5 Sam Fitzgerald Architect, PC
lC H T O �r W _! A0.0 SITE PLAN;PROJECT INFO;GENERAL NOTES 15 E. Putnam Avenue, #234 DRAWING REVISIONS
A Y A1.0 CONSTRUCTION DRAWINGS FOR ADDITION Greenwich, CT 06830
(860) 287-3808
A1.1 PROPOSED FLOOR PLAN FOR PERMIT AMENDMENT
mi G H T O F WAY � A2.1 PROPOSED EXTERIOR ELEVATIONS
2 5 R E s T A3.0 BUILDING SECTION;FRAMING DETAILS CONTRACTOR:
Q'
Z S l . BD Remodeling & Restoration, LLC
% Box 447 The Gloaming
Fishers Island, NY 06390
DRAWING ISSUE
Q
Z (631) 788-7919 1 10/17/18 PERMIT
Contact: Harland Frazier 1 12/14/21 PERMIT AMENDMENT
W 3 04/27/26 PERMIT AMENDMENT
J
v
Addition to
ARC
I herebycertify that these laps f tip °R 4 ',Nel 4 'direction and to the best of my knowledge and belief H E N D E RSO N RESIDENCE
Y p ��e �i�,3�
conform to the applicable Buildirl ft
✓ eS Pr�1;,Prdin�r�:reS',� 954 BELL HILL AVENUE, FISHERS ISLAND, NY
tPl " '✓ �� Sheet Title
�rT AdoL
OF V, ^' SITE PLAN; PROJECT INFO
SITE PLAN
Date
12/14/21
SCALE: 1" =30' Samuel W. Fitzgerald Z Date Project 60-000
NY License#029399-1 Scale •
AS NOTED
3
TAPER RAFTERS FOR (2) NO. 1 PT DOUG FIR 3 �______
WINDOW NOTES OVERHANG AS SHOWN 2X8 DROP BEAM. � 4 CL 9, 8„
WINDOW / DOOR SCIHEDULE 2x6 RAKE IN SECTIONS 7
1. Contractor to provide shop drawings for all windows for Architect approval. Of v 8" CONC. SONOTUBE
2. Contractor to provide jamb extensions as required. BEAR NEW � v BEAR DECK � ---
ON BF-20 FOOTING BY
2'-01/8" 3'-01/8" = o _
3. Contractor to verifythe quantity and sizes of existing units. BEAM ON p - BEAM ON PORCH BIGFOOT MIN. 42
q y g (2) %'W%" LVLs DOUBLE 2X4 HUC26-2SS rn 60 SF a, BELOW GRADE OVER
i 4. Contractor to provide plywood structural panels for all windows DROP BEAM. POST INSIDE °- o HANGER WITH En 8" LAYER OF CLASS A
\ and lazed doors per 2015 IRC. T7 X EQ EQ 2-4
,k— 1 GRAVEL LEVEL AND
\\ BEAR NEW BEAM EXISTING Z N (4) 10d NAILS I COMPACTED BY HAND.
\ WINDOW SPECS ON DOUBLE 2X EXTERIOR MOUNT —
o \ POST INSIDE WALL HANGER TO -----
\ \ MANUFACTURER Andersen EXTERIOR WALL EXISTING � " — — — — — — —
WASHER I f — — —
\\ \ EXTERIOR FINISH Clad - Match existing exterior color FOUNDATION ii i _ I I CUT NEW 24"WIDE
\ 2x6 OUTLOOKS WITH 8 ' —
\ r� INTERIOR FINISH Primed ( ) _
\ o @ MIN. 16" O.C. TTN25134H ; ° ' DRYER — j I BASEMEN WALL TOPENING IN O
G
JAMB THICKNESS 6 9/16" -- contractor to verify. i o w
y NO.1 DOUG FIR 2X10 CREWS I " ; I I CONNECT NEW
MUNTINS NONE JOISTS @ 16" O.C. I CRAWL SPACE TO
WINDOWS Unit models and sizes as noted. 2X8 OR 1%"-7%" 2'-2 1/2" 0, I EXISTING BASEMENT
o CENTER WINDOW p - 1
LVL HEADER 0 ON HALL AY - - - �-
GLAZING Insulated Low E-4 N o , LAUNDRY ROOM o
TEMPERED GLASS In door only A1,0 q ' --� M
/MUD ROOM NEW CRAWL
EXTERIOR CASINGS NO casing, match existing by contractor. co 123 SF I 1 SPACE OVER
O W I 1 8" RAT SLAB
�J
HARDWARE FINISH TBD o L
o Q
z Of i----
I
ANDERSEN ANDERSEN ; i L ——— — — — — — — —
CASEMENT C14 FWH31611 FF —I.—
i
(DO - 10'-0"
ROOF RAMING PLAN FIRST FLOOR FRAMING PLAN 10'-0"
1 O SCALE: 1/4" = V-0" 9 SCALE: 1/4" = V-0"
MATCH EXISTING � � EXISTING TO REMAIN 1 6
ADJACENT ROOF INSTALL BAFFLES AS NEEDED TO MAINTAIN A NEW CONSTRUCTION A 1.0 A1,0 6
SLOPE MINIMUM 1"AIR GAP UNDER THE ROOF SHEATHING. _ A 1,1
i
--
NEW GABLE VENT
' WITH WIRE SCREEN — TOP PLATE — x
ELEV.-8'-1"ABOVE SUBFLOOR L---------
TIECEILINGJOISTSTORAFTERS FRST FLOOR PLAN FOUNDATION PLAN
I N WITH(5) 16d COMMON NAILS PER 7
- 2 s 1'-4" HEEL JOINT CONNECTION. *S—C'A LE: 1/4" = 1'-0" L SCALE: 1/4"
TOP PLATE ` X X
x _ xX
ELEV. -8'-1" NEW ROOF CONSTRUCTION � 4X4 POST DOWN FROM ROOF BEAM TO DECK
ABOVE SUBFLOOR ( l - DTT1Z BY SIMPSON STRONGTIE WITHIN 24 OF EACH ' BEAM. ANCHOR POST TO LOW BEAM WITH
- ASPHALT SHINGLE ROOF WITH APPROVED CORNER OF DECK WHERE LEDGER EXISTS. FASTEN WITH I
UNDERLAYMENT TO MATCH EXISTING SIDE ROOF BEAM (6) SD#9X1%" INTO JOIST AND 6" LONG %8' 0 LAG SCREW BCS2-2l4SS WITH (8) 10d NAILS INTO BEAM AND
� I
I - 3/4" CDX PLYWOOD SHEATHING BEYOND BEARS ON ; ; _ EXISTING FIRST FLOOR WITH 8"WASHER INTO MUDSILL. (6) 10d NAILS INTO POST. ANCHOR POST TO
- ROOF RAFTERS RTC44 POST CAP ROOF BEAMS WITH RTC44. FASTEN W/(16) 16d- R-49 MINERAL WOOL INSULATION MATCH EXISTING FIRST FLOOR HEIGHT NAILS INTO BEAM, (10) 16d NAILS INTO POST.
i I �
- 2X6 CEILING JOISTS 16" MAIN ROOF BEAM '
I @ O.C. ' ANCHORS PER NOTES ON A1.0 I
FASTEN RIM JOISTS TO POST WITH (2)
I - VAPOR RETARDER BEARS ON POST i
GWB FOR PAINT
SDWS2230ODB SCREWS PER JOIST.
I - — — " —
T 1 FOUNDATION
MATCH EXISTING FOUNDATION WALL l 4X4 PT POST DOWN FROM DECK BEAM
NEW WALL CONSTRUCTION INSULATE CRAWLSPACE WALL = TO FOOTING. ANCHOR TO FOOTING WITH
WITH MIN. R-15 SPRAY FOAM BEAR PT JOISTS ON TOP OF LEDGER WITH FULL PT 5 „
- EXTERIOR SIDING TO MATCH EXISTING #5 HORIZONTAL BAR IN TOP COURSE INSULATION. EXTEND INSULATION _ BLOCKING BETWEEN JOISTS. TOENAIL EACH JOIST ABU44SS WITH / 0 ANCHOR EMBEDDED
S I - HOUSE WRAP 5 INTO FOOTING AND (12) 16d NAILS INTO
TWOY"COATS OF TYPE"S" MORTAR FROM UNDERSIDE OF FLOOR � TO TOP OF LEDGER WITH (3) 2%2'X0.131 0 SS NAILS.
- 5/8" CDX PLYWOOD SHEATHING PARGING FINISHED TO MATCH EXISTING. SHEATHING TO FLOOR AND AN EXTEND FLASHING FROM BEHIND SIDING OVER PT POST.ANCHOR BEAM TO POST WITH
- 2 x 6's @ 16"O.C. W/ MIN. R-20. NSULATION ;_ r-7_7151 _ ADDITIONAL 24"FROM PERIMETER BLOCKING. BCS2-2/4SS WITH (8) 10d NAILS INTO
- VAPOR RETARDER #4 VERTICAL BARS @ 48"O.C. _III-1 II 177 I II I I II I AT ALL EXTERIOR WALLS. BEAM AND (6) 10d NAILS INTO POST.
' I - GWB FOR PAINT i I-1I1=1I I-1I I
8 NOMINAL CMU FOUNDATION WALL 41. nz I.r 17111=1 I 1=1 I 1=1 I 1=1 2"CONCRETE RAT SLAB
EXISTING FIRST FLOOR — — — -- — --� 1=1I I-1 I1El I1=1I I—I 1=1 I I—I 11=1 I 2X8 PT LEDGER FASTENED TO FOUNDATION WALL
#5 HORIZONTAL BAR IN MIDDLE COURSE — I(=1 I I=1 I I—III=1 I —III—I 6 MIL VAPOR BARRIER
ELEV. - MATCH EXISTING IEEE I =i I1=1I -1I1=1I WITH THD50700H6SS BY SIMPSON STRONGTIE @ 36"
' -111—III 1—I 1-1 I 1=1 I — = — 11-1 DIRECTLY UNDER SLAB. O.C. AND 4" FROM ENDS, STAGGERED VERTICALLY
FIRST FLOOR ELEVATION 3/4"MIN. DIA. RIVER ROCK AROUND DRAIN I-1 11ES I 1—I III—I I I—I 11-111=1 -- OVERLAP JOINTS 6 AND
I PIPE WITH 18"MIN.COVER(EACH SIDE). -I I I—I II II I— I=1 I —I I =1 I I=1 11=1 11=1 AS SHOWN, SPACE LEDGER OFF CONCRETE WALL
I 1=1 I ICI —I I1=1I IEEI 11=1 I I=1 I =1I I SEAL OR TAPE. EDGES TO
INSTALL FILTER FABRIC BEFORE BACKFILL. I -1 11=1 I IE =1 I =1I I EXTEND 6" UP AND %"WITH STACKED SS WASHERS.
1=III=III_=III=III=III=11
NEW FLOOR CONSTRUCTION I 4"PERFORATED DRAINPIPE WITH HOLES -111=1111=1I M I=111=1 ATTACH TO STEM WALLS. Sam Fitzgerald Architect PC
- FLOOR FINISH PER SCHEDULE 4 ORIENTED DN.SLOPE TO DRAIN. _ — I 1=111= = g '
.o.
"i_" - ="1 DECK SECTION
- 3/4" PLYWOOD SUBFLOOR A1,0 — — — — — —' 1=1II—III-1I1=1 _ o
i i—a—i!1—i 1) 11F1
SLOPE TOP OF FOOTING WITH MORTAR. =1 I � ,,
8" CONC. SONOTUBE ON „ _ �,. �G c� .
- 2X FRAMING @ 16 O.C. 1=1 I I'E I1-1 11=1 I SCALE: 1 1 -0 .�Y, //r` 15 E. Putnam Ave.,#234
BF-20 FOOTING BY CONTINUOUS CONCRETE FOOTINGS -111-1 II NEIII=1 I I r�`a ���1APA rI'•AIL Greenwich CT 06830
WITH KEYWAY. PROVIDE(2)#4 BARS, I I—III— , .E� <c Greenwich,
MIN. 42" BELOW =1I1=111I-1I I-1 -1I1=1I I " x �_ w `�Y"' 860.287.3808
ONE ON EACH SIDE OF FOOTING. _ — 5 TAMPED FINE �, i;, �+, n
GRADE OVER 8" LAYER OF — _ -1 � ; �,
-III—III—III— 11 . II=Ill GRAVEL r, infoOsamfitzgeraldarchitects.com
CLASS A GRAVEL LEVEL I—III—I11=11 a `" —oc . �y,.
B/FOOTING =1 11=1 11=1 1= I I r 1=1 I WELL COMPACTED t ti AND COMPACTED BY HAND. — — — —I _ - = t �
ELEV.-MIN.42" BELOW LOWEST =1 =1 I ts;. Ap.071q
i1=III-1iI1==I I_1i Ii i1=I I I_i1I I=I I—T i i=—ii =—i =III—Ii1 I i=III—_I I I— _I I I_I I I_I I I_1 1I I I
o 1ADJACENT GRADE F- t
I I i=i iI=_
i i = =! =i DRAWING REVISIONS
BUILDING SECTION WALL SECTION m
6 SCALE: 1/2'" = V-0" 5 SCALE: 1" = V-0"
NEW LAUNDRY ROOM 27 '46 _
EXISTING WINDOW MOVED WINDOW TYPE 'A' SASH TO
FROM PREVIOUSLY MATCH GLASS SIZE OF FRONT
EXISTING HALL BATHROOM BEDROOM SIDE WINDOW
DRAWING ISSUE
1 10/17/18 PERMIT
2 11/30/18 CONSTRUCTION
3 04/27/26 PERMITAMENDMENT
\ NEW DOOR TYPE 'C' \\
TO MATCH EXISTING
\ A O Addition and Renovation to the
DINING ROOM `�
0, EXTERIOR DOOR
HENDERSON RESIDENCE
BELL HILL AVENUE, FISHERS ISLAND, NY
_ FIRST FLOOR FINISH FLOOR _
ELEV. 0'-0" — Sheet Title
1]1777 1 1
CONST. DRAWINGS
Date
i
NORTHWEST ELEVATION SOUTHWEST ELEVATION SOUTHEAST ELEVATION Scale
60-000 Al * 0
Scale
12/14/21
- — „ _ , „ AS NOTED
SCALE: 1/4 - 1 -0 SCALE: - 1 -0 SCALE: 1/4" = V-0"
u I
/00'*�
PERMIT REVISION NOTES
1. All construction conforms and complies with the 2020 State Building Code of New York.
4 x 5 VENT
THROUGH ROOF.
2. All bedroom windows; are existing to remain. Egress windows as noted on the plan comply
with egress requirements at the time the house was constructed.
2-
3.There its no structural work to the existing house except as highlighted on the plan in1-yellow. MASTER 2-
BATH 3
t-tn•
4. Smoke detectors are noted on the plan as ; carbon monoxide detector as CO �^�
sD
TUB ,.p,V
W.C.
5. All new non-structural partitions are constructed with 2x4's @ 16" o.c. with 1/2" drywall each side. 4x5VENT oo�
THROUGH ROOF. S(F BATH 4
These walls are highlighted in, green. NEW 36"HIGH CABLE RAIL FWG160611* 4 ,S��o
SYSTEM ON EXISTING AND A 1,0 BEAR DECK ,-t/z. t
6. Area of new addition l 2 ��is highlighted in orange. See sheet A1.0 for structural details. NEW PORTIONS OF DECK. /--.� EXTENSION TUB
P.T. (2) 2 x 10's t t/=` BATH t KITCHEN
ON NEW CONC. I BATHZ a, ,-,/_
fPIER. SEE SPEC TUB 1-1/2' 3' t-t/= SINK
t-tn• W.C.
37 A1.0 W.C.
II LAV
a W.C.
11/2' SHWR
EXISTING
II �
DN
X LAUNDRY
N SINK INTO EXISTING
�— TIE ALL NEW WASTE AND SEPTIC SYSTEM
CL: VENT PIPING INTO EXISTING
_ SEWER LINE
--------------------------—————————————
II
EXISTING
I I
II
II EXTEND
INTO EXISTING
DECK I ( DECK SEPTIC SYSTEM
' II
NEW SLIDING DOOR I I 18`-8"LONG HEADER OF
EXISTING i i i ANDERSEN FWG160611 I ( (3) 11Y"X1%"LVLsOVER PLUMBING RISER DIAGRAM
EXISTING WINDOW MOVED F----- --------------------- - EGRESS___ _ ___ ' i (6'-11 1/"R.O. HEIGHT) _ NEW OPENING-SEE _
FROM PREVIOUSLY _ _____ WINDOW L 15'-9 3/4" R.
-_ -_--_ ----
- ____._ __-- SCALE:NONE
I STRUCTURAL DETAILS
EXISTING HALL BATHROOM
IIn - ---------- ---- --- -- - --------- 3
In 1
BATH N M 4-51/2° DINING ROOM EXISTING S To
'II I* R.Q. TO INT. REMAIN I
E ' i °E I ROOM 1 LIVING ROOM i i i FRAMING - 235 SF r
3 3fi 3 39 SF bo 10-11 283, SF , "�
3 , II 4-11 -- _
A1,0 -------------- -----�q�_�u__9�_ - b
II U Q CV / \� 1 I '1 i EXISTING TO REMAIN
' (� (� j� EXISTING
U 0 30"DOOR I� I I
' \ 16'-3" ,' i 1 I L------- , NEW CONSTRUCTION
- EGRESS- -----------------I
' 10
PORCH
BEDROOM 1 �- i 15'-11 5/8" I I 24'-1 1/4" WINDOW
P 0 SF "r 181 SF
I ------------------------------------------- -r—
-----
CLRFfEF.
____- - - - - ------ o i ---i----- COFFgE TRASH ------ -------,---------ID - ti kti'\F Sam Fitzgerald Architect, PC
' rn p 1 DW MW j a� j
AREA
CV RAWER
DRYER i l Ci i I
BATH ROOM 2 i KITCHEN > 1 15 E. Putnam Ave. #234
I ;0 I 1 199 SF NEW RIDGE BEAM.SEE SHT L ___
50 SF ' r 860.287Greenw13808 T 06830
l DN , A3.0 FOR FRAMING DETAILS
WAHER Z 10-6 I FREEZERUJ I -
---- ' m 30"DO 3Q"DOOJA;4 -- `---- - ----'----__-"-__ `r" — M infoC�samfitzgeraldarchitects.com
___ MASTERAUNDRY ROOM - CO REF�� ---------- ---- J � BEDROOM
0 16-4 MATCH 2-1 - 207 SF
CO
/MUD ROOM o BASEMENT 3 i 12'-2 3/4"
o -- - ---- - - ---- N l
Z 123 SF _ `�' VSD =' DOOR _A1,0 �' ; -- __ ____ �, FOYER lol lo' KIN BED DRAWING REVISIONS
l „ ALIGN IOpI r� pN o Q 5'-21/2 _
i
9-5 1/2" a 5`-0 7/8 ao '• ' ` ' as'_oo R _ S D 17 9 3/4 C�� /H c
t a t " 101 ' , „ 01 , n a's µ y
- - __ _____- -- - --- - - -- ---- 8'-11" of 42"TALL BUILT-IN c��, NEW VANITY AND FAUCETS.
__-- -_-
REDESIGN BUILT-INEW MIRRORED WALL BEHIND
CO�, of R SERSp
SHELVES IN THESE CLOSETS 9'-$ 1/2" EXISTING -1 SD - EXISTING MEDICINE CABINETS. r
_ 1V-31/4" DEN SKYLIGHT 3'DOOR 30'�DOOR_
". ✓
^�` To REMAIN „
1 - -- ------- ----------- ---- -- 3'-0" �, 2'-11 3/4"
5'-3 1/2" BEDROOM 2 06 SF - - C 6-7 './4 1
L--- ---------- ---------,- , J ,
1-53 SF (NO RANGES) TV ROOM; ; MASTER MAST or- Pa DRAWING ISSUE
'
CLOSET
(NO CHANGES) N --- -- N 151 SF I N
l
' 0 29 SF B1 S b i 1� 10/17/18 PERMIT
t t� I Co � I I
10-0 _ - COV RED I r r-„y<M F ---- ---- - -
\ �, I b ' __�ooR 30'_ =OR �� 2 12/14/21 PERMIT AMENDMENT
M L---- - -41/
3 04/27/26 PERMIT AMENDMENT
'- a I BEDROOM 4CID
1 6 �- 8'-9" 1 S D 101/2 141 SF
13-
Am A1,0 _ ------ --- 13'-33/4" LJ ti
-----car
d ,
— — ----- ----- — o-
- -------------- -
NEW BLUESTONE PAVERS
ROCK FACE ON ENTRY PORCH ITH Addition and Renovation to the
EXISTING ISERATSTEP JOINTS.MATCH SIZE AND" i CO 7'-41/2"
-------------------- -- ---- --------------- EMESS FINISHOFPAVERPATH
-- ----------- ----- __________ a
HENDERSON RESIDENCE
---��NEW
LOOSE LAY I I BATH l
WINDOW BLUESTONE PAVER i R
EXISTING OOM 4 BELL HILL AVENUE, FISHERS ISLAND, NY
PATH WITH THERMAL 48 SF ao
EGRESS FINISH,2"THICK.
WINDOW i � _" Sheet Title
FIRST FLOOR PLAN
8 FIRST FLOOR PLAN
SCALE: 1/4" = V-0"
I I
Q L - -- --_- EXISTING Date
---------- --------------------------------- 12/14/21
EGRESS
W Project
WINDOW A
1 A
60-000
Scale
AS NOTED
II
O
A
i
LJLJ LILI
I TRIFIRST FLO 111H 1 � 1 � 1117� OR FINISH FLOOR
I I
ELEV. IDA"11141 11 1 1 1
MASTER BEDROOM FINISH FLOOR
ELEV. -0'-6 3/4"
PROPOSED SOUTHEAST ELEVATION
NEW LAUNDRY ROOM r T r�
WINDOW TYPE 'A' SASH TO
EXISTING WINDOW MOVED
FROM PREVIOUSLY
MATCH GLASS SIZE OF FRONT
BEDROOM SIDE WINDOW �ti .073��
EXISTING HALL BATHROOM r� ra
NEW 36" HIGH CABLE
RAILING ON EXISTING AND
NEW PORTIONS OF DECK O
i
FIRST FLOOR FINISH FLOOR
ELEV. 0'-0" T
S
PROPOSED SOUTHWEST ELEVATION am Fitzgerald Architect, PC
2 SCALE:1/4"=1'-0"
15 E. Putnam Ave.,#234
Greenwich, CT 06830
860.287.3808
i nfo0samfitzgera Ida rchitects.corn
DRAWING REVISIONS
NEW 16 FOOT
DOUBLE SLIDER
NEW DOOR TYPE 'C'
` TO MATCH EXISTING DRAWING ISSUE
D ` DINING ROOM 1 12/14/21 PERMITAMENDMENT
EXTERIOR DOOR 3 04/27/26 PERMITAMENDMENT
_ FIRST FLOOR FINISH FLOOR _
ELEV. 0'-0" — —
_ MASTER BEDROOM FINISH FL00
ELEV. -0'-6 3/4" Addition to
- - - - VENT DRYER OUT HENDERSON RESIDENCE
LLJ, SIDE OF PORCH BELL HILL AVENUE, FISHERS ISLAND, NY
ITT
I I
II
I
I Sheet Title
PROPOSED ELEVATIONS
Date
12/14/21
Project bo-000 A2el
PROPOSED NORTHWEST ELEVATION
1 Scale
AS NOTED
II I
WIND SPEED: 140 MPH 3 SECOND GUSTS WIND EXPOSURE CATEGORY: B
SEISMIC DESIGN CATEGORY: B MEAN ROOF HEIGHT: 14 FEET
FRONT ELEVATION SNOW LOAD: 20 PSF 0.97 ADJUSTMENT COEFFICIENT
Extent of header with double portal frame (6) 10d NAILS Optimal22Y' MAXIMUM ROOF SPAN: 35'-0"
p o ° INTO RAFTER STUD/RAFTER SPACING: 16" O.C.
10' o MAX UPLIFT AT RAFTER CONNECTION: 348 LBS PER RAFTER
Mirror these details on other side of opening ° ° � 30•
ALLOWABLE UPLIFT PER SDWC15600 @RAFTER - TOP PLATE: 615 LBS
ALLOWABLE UPLIFT PER SDWC15600 @ STUD -TOP PLATE: 590 LBS
Roof framing not 1 '- 4" min . 16'- 0" width of rough opening ALLOWABLE UPLIFT PER SDWC15600@ STUD - BOTPLATE: 450LBS
( g ALLOWABLE UPLIFT PER LTS18 @ RAFTER - 16' HEADER: 720 LBS
shown for c I a i r t y) panel ALLOWABLE UPLIFT PER CS14 W/ (26) 10d 3" nails @ STUD - 16' HEADER: 2,490 LBS REQ. 2,088
(6) 10d NAILS ��A '► Y"Max
ALLOWABLE UPLIFT PER CS14 STRAP -OR- DTT2Z @ 16' DOOR STUD - STUD BELOW: 1,825 LBS REQ. 1,504
------------ - INTO BEAM ALLOWABLE UPLIFT PER DTT2Z @ STUD BELOW 16' DOOR STUD TO FOUNDATION: 1,825 LBS REQ. 920
--rT-----------rr------------r • I 1 Fasten top plate to SDWC15600
I I i t 1o' • • • • ' 1
" header with two rows of
STANDARD REQUIREMENTS:
•I I•I 1.1 • • " I 1. ROOF SHEATHING: MIN. 1/2" PLYWOOD WITH 8D NAILS @ 6" O.C. AT PANEL EDGES
I I I I I•I . �•
16d sinker nails at 3" O. C.''' • ° " ' __ AND 12" O.C. IN THE FIELD
'i i' • ---•—.;-- i-- ---- —
I , ,o�� -------.�•' typ. Fasten king stud to RAFTER TO TOP PLATE CONNECTION, 2. EXTERIOR PLYWOOD SHEATHING: MIN. 1/2" PLYWOOD WITH 8D NAILS @ 6" O.C.AT
I•I 1• header with 6- 16d sinkers TYP. ALL RAFTERS (not at new 16' header) PANEL EDES AND 12" O.C. IN THE FIELD
Fasten sheathing t o header with Bid 3. STRAP RAFTERS WITH COLLAR TIES WITH (4) 10d COMMON NAILS PER RAFTER
•i i•i 1 1•i i'i Optimal 22Y' 4. SEE NOTES ON DRAWINGS FOR ADDITIONAL REQUIREMENTS.
I ; I I I•I common or galvanized box nails in 10. 0.
I I I I I I I I I
3 grid pattern as shown 30'
I I I I I I I I I
I I I I I I I I I
I I I I I I I I I Header to jack— stud strap 18„ long LTS18AT RAFTER TONEW '16' DOORHEADER
III I CS14 by Simpson Strong Tie W/ �`��,�Ar� >r;„�/,F�,
26 10d 3 nails 13 per member
I I I I 1 1 1 I I �� �>
1 I I I III I I on both sides of opening on 3 +/- 1/4
n w
II II III II opposite side of sheathing
III I I SDWC 15600 49 0.n2���
—�.r ;-----.—�.r.--;--;--.--.�.I.r :--.—�.I- +- -------------------- 4--I--------------------------F-1--+-----------------�-�- Double 2 x 6 framing covered with
or
min . 7/16 thick wood structural TOENAIL BEAM TO EACH
panel sheathing with 8 d common or COLLAR TIE WITH (2) 10d DOUBLE TOP PLATE TO STUD CONNECTION
11 II III
COMMON NAILS
1 1 I III 1 I galvanized box nails at 3 o. c. in
---IIIIIIIIIIII-'--IIIIIIIIIIIII ------------------'IIIIIIIIII--IIIIIII -------------IIIIIIIIIII--••--II'IIIIIIII••••--I'IIIIIIIIII --I(IIII-------i'IIIIIIiII•••-
.••. I
iI1k- - - ---1IiI•.1IIII
•.
(
21
(2)AC4Z POST CAPS,framing (studs, blocking, sills) typ. e ° FILL ALL HOLES WITH
oSM ° 16d NAILS.s°rT
I•I I•I —rT_ —I Bottom plate
° ° o c AC4
Jack— stud t0 stud 1 (2)2X6 POST WITH%"
I.t. I PLYWOOD SPACER
tr
I.I •' I•I• SubflaarN inside wall below
I I. (2 options : IN I I I I (4) SDWC15600 @ SDWC15600 at single1.1•I L - - — — — — I POST TO PLATE 3/4„rriln
• : bottom plate over
Strap 1 Sam Fitzgerald A rchitect, PCI 4 .I. rmx;I•I I•I I,I,I i• ; wood floor
--L- ----------- -L------------f by Simpson Strong
0 -. RIM joist Blocking-- ---- ----- -- -------- Tie W/ (26) 10d 3 =====__ -------
_ 15 E. Putnam Ave.,#234
I Greenwich, CT 06830
nails (13 per Ip II i
1 IL I NEW RIDGE BEAM AND POST CONNECTIONS STUD TO BOTTOM PLATE CONNECTION860.287.3808
---- member) on both ------_ 4 infoOsamfitzgeraldarchitects.com
________________________________ __F------ ----- 1-------- ____-----I
--- ---------
-------------------------------- --L-===__ --------- sides of opening.
If needer, panel I F — — -- - — — — — — — — — — — JI I TYPICAL HIGH WIND REINFORCEMENT DETAILS AND NOTES
I
splice edges e s shall 1 1 — or— I 1 I SCALE:NTS
p g I I I I DRAWING REVISIONS
.. I I
occur over and be r - -- - - - - - - - - - - - 11
I I I FASTEN 2x4 COLLAR TIES TO EXISTING RAFTERS WITH (4)
nailed to common L L _ _ _ l i D TT2 Z into jack stud 10d COMMON NAILS PER CONNECTION @ ALL RAFTERS.
blocking within 2 4" i land DTT2Z into stud 1 1 1 COLLAR TIES MUST BE FLUSH WITH EXISTING RIDGE
of the portal leg l b e l o w with (8) )/4" X BOARD AT NEW DROP RIDGE BEAM,
POST WITH (2) AC4Z POST CAPS, FILL ALL HOLES WITH 16d
mid— height. 0 n e row 11 %2" SIDS on both I NAILS. POST TO BE (2) 2X6 W/%" PLYWOOD SPACER
of 3 ' o. c. nailing is i sides of opening. FASTEN NEW 2X8 CEILING JOISTS TO RAFTERS DRAWING ISSUE
required in each i D TTZ'z tied t o g e h t e r i WITH (8) 16d COMMON NAILS PER JOINT 1 12/14/21 PERMIT AMENDMENT
panel edge. I I 1 w i t h )/2 0 bolt I 3 04/27/26 PERMIT AMENDMENT
IIL — — — — — — — — — — — — — — — — — — — — — — — J
I I (3) 16"X 14" LVLs
DTT2Z into stud with (8 " X 1 %2" (2) 14"X14" LV�Ls
' ) %4 BEAR ON (2) 2X4
SIDS and �" 0 anchor set in TRIMMERS
-------------------------------------- ---------
Simpson Strong— tie set epoxy (3) 11%"x14" LVLs Z Addition to
adhesive, embed min. 4%4" into (MIN.) OVER NEW N W
existing cone. fndtn
16'WIDEDOORI HENDERSON RESIDENCE
Z BELL HILL AVENUE, FISHERS ISLAND, NY
I�
Sheet Title
FIRST FLOOR FINISH FLOOR SECTION AND DETAILS
Date
121421
NEW 16' DOOR SHEAR PORTAL FRAME AND UPLIFT CONTINUOUS LOAD PATH CONNECTION DETAILS SECTION THROUGH NEW CEILING IN EXISTING STRUCTURE Project 60-000 A3 * 0
Scale AS NOTED
SCALE:1"=1'-0" SCALE:114"=1'-0"
II I