HomeMy WebLinkAbout822 Route 28 plan004Strapping Optional; provide Roof; Hips - 2"x 8",Rafters -
2 layers of 5/8" GWB. 1 hr 2"x 8", Ceiling Joists - 2"x 10"
Protection IAW FM FC 172 - R38 Insul
-------------------------------------------- --------
Lap Rafter/Ceiling Joist. Fasten assembly to outside
12 12 I face of studs w/ Simpson H2.5A Hurricane Clips
10.2 10.28
Top Plates; 2/2"x 6" lapped w/ 2 ea 10" Timber-
Lok screws into the 4 corner stud packs
Upper Platform Frame; 2"x
6" Studs @ 16" o/c, Single
Bottom, Double Top Plates
Lower Platform Frame; 2"x
6" Studs @ 16" o/c, Single
Bottom, Double Top Plates
Pit/Buffer Slab Floor; 10" of F'c = 3,500 blended
aggregate concrete on 10" of compacted sandy -
gravel base. Provide single mat of #5 bars @ 12"
o/c EW on 3-1/2" rizers (chairs). Pin the slab to
all 4 surrounding foundation walls using the #5
bars as dowels, drilled & epoxied
EXISTING EXTERIOR
(NORTH) WALL OF
POOL AREA.
2 LAYERS 5/8"-
EX. FDN. WALL
T.B.C.
2 layers of 5/8" GWB
2/2"x 12" Solid
Blocking (2 bays)
------------------------------____-_-_-___ ________ __________ In -wall Framing to Mount the Rail Bracket
2"x 6" @ 16" o/c --- Channels; R1 = 150 Ibs & R2 = 300 lbs. Install
Stud Wall �._._......._. _ 2/2"x 12" solid blocks between studs for
minimum 2 bays to accomodate 18" rail guide.
Bolt -up w/ minimum 2 ea 5/8" MBs w/ nuts and
oversize back washers
7'-8' „
FRAME
7'-6„
FINISH
»
---- ---- - - - - -- ----------------------------------
HoistingBeam Posts; 3.5"x 5.25" 1.8E
PSL Post captive in pair of 2"x 6" King Strapping Optional; provide
ROOF Studs (all to wall plate below) w/ Insul. 2 layers of 5/8" GWB. 1 hr
---------------- Protection IAW FM FC 172
------- --------------------
i
N 9 —5 Mono -Pitch Flat Roof (m=2/12). 2"x 8"
8" Rim Beam; 3/2"x 8" w/ @ 16" o/c w/ Spray Foam - No Voids -
I Lapped Corners and Layer 8 —91 flat roof insulation I
"CO of 3/4" CDX Top Plate N
Gusset 8P-7"
2
------- - -----
--------------------------------- __ _
EXISTING EXTERIOR I
(NORTH) WALL OF� j
POOL AREA. i
:
2 LAYERS 5/8" �j 2 LAYERS 5/8'' MACHINE 2 LAYERS 5/8''N d i
MACHINE
00IROOM / 1�0 z I�ROOM
7 0o LI_ o0
— , 1/
Machine Room Slab Floor; 5" of F'c = 3,500 Shallow Wall Concrete Foundation;
12"x 18" Footing w/ 2 ea #5 horizontal
blended aggregate concrete on 4" of 9'-5' bars w/ 8"x 3'10" Wall w/ 1 ea top &
4" SHELF TO compacted sandy -gravel base. Provide single �r
RECEIVE SLAB bottom horizontal bars. Provide 36
mat of 2.1x2.1-6x6 Welded Wire Mesh an 2" #5 v
-------------------------------------- rizers. Pin slab and tie WWM to #4 dowels ---f----------- --------------------- s from footing to wall
2ertical ical dowetlWet-Set --
drilled around the perimeter spaced 12" o/c
AELEVATOR H OI STWAY SECTION
TYPICAL BOTH LOCATIONS
X8 WALL TO MATCH FDN
'HICKNESS
AREA FOR CONNECTIONS
X2X2 SUMP PIT
LAYERS 5/8"
X. CONCRETE WALL
X. EXTERIOR WALL
EFRAME W/ 2X6 ® END
EXISTING SPACE
ELEVATOR H OI STWAY & MECHANICAL
ROOM PLAN. TYPICAL BOTH LOCATIONS
WEST WING MIRRORED
B TYPICAL BOTH OLOCATIOTNSN
ELEV
FDN P
—31
7'-1"
FINISH
12 // \ �12
1' —0"
ROOF
------- -------------------
----------------------
I
------ -----2------------
_____ __________-_i__
HOISTWAY
------- --------------
PIT
m
7,500# CAPACITY SAFETY BEAM
W8x18 Steel Beam w/ pair of
9/16" dia. holes in the bottom
\ flange at each end for 1/2"
l lagging to post tops
EXISTING RnnF SI AR
o
I
00
EXISTING 2nd FLOOR
II-
o
NEW 2X6 WALL
LVL STUDS
00
EXISTING 1st FLOOR
CN LONGITUDINAL SECTION
i TYPI CAL BOTH LOCATIONS
9 —52 Shallow Wall Concrete Foundation; 12"x 18" Footing w/ 22
ea #5 horizontal bars w/ 8"x 3'10" Wall w/ 1 ea top &
bottom horizontal bars. Provide 36" #5 vertical dowels
from footing to wall @ 24" o/c. OK to Wet -Set
C
SLONB
GRADE
� 1
--------------------------------
I
I I
I
I
� I
I
------------------1------
I � I
I
I
A
PIT
lasso I
0
NEW 8" FDN WALLS
2X2X2 SUMP PIT
#5 BARS DRILLED & EPDXIED
TO EXISTING WALL ® 12'' O.C.
VERT TO TIE NEW WALLS
TO EXISTING, TYP.
8'-9 "
2
EXISTING SPACE
ATOR H OI STWAY & MECHANICAL
LAN, TYPICAL BOTH LOCATIONS
WEST WING MIRRORED
REVISED PER
02* 22* 2023
MEETING
NOTE:
ALL ELEVATOR AND MACHINE ROOM DIMENSIONS
& SPECIFICATIONS SHALL BE COORDINATED W/
DRAWINGS AND SPECIFICATIONS PROVIDED BY
OTIS ELEVATORS.
arcchr wt5
fiIA-r. ;%Yr.r
architects interior designers builders
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664
tel (508) 362 - 8883
(508) 760 - 2800
fax (508) 760 - 5800
WWW.ERTARCHITECTS.COM
YARMOUTH
WISE
LIVING
COMMUNETY
N?ki4
STREET
S11112TREET
FRA ROAD KER
Y/►A1i.
PROJECT # 010122
2019 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
THESE PLANS ARE NOT TO BE USED
FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
AS "PERMIT SET" OR "CONSTRUCTION SET".
I REGISTRATIO
REVISIONS
DATE: REVISIONS:
ISSUED FOR:
DATE:
(3 a
PROJECT TRUE
SCALE: 1 /16"=1'-0"
0 4 8 16 32
UNLESS OTHERWISE NOTED.
NO.
SHEET
E.1
TOTAL NUMBER OF SHEETS
IN SET:
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS