HomeMy WebLinkAbout822 Route 28 plan002Strapping Optional; provide
2 layers of 5/8" GWB. 1 hr
Protection IAW FM FC 172
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.
Roof; Hips - 2"x 8", Rafters -
2"a
8"Ceiling Joists - 2"x 10"
ul
------------- ----------
Rafter/Ceiling Joist. Fasten assembly to outside
of studs w/ Simpson H2.5A Hurricane Clips
12
z Plates; 2/2"x 6" lapped w/ 2 ea 10" Timber -
screws into the 4 corner stud packs
____________s__=- r -
ROOF
------- -------------------
---------------------------
cV
---------------------------------
8'-8 %a"
FINISH
2 layers of 5/8" GWB
7'_8, „ 71_31
2/2"x 12" Solid I FRAME
Blocking (2 bays)
7'-6" 7'_1"
FINISH FINISH
---------------------------- --_---_------' ----- -------
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
Hoisting Beam Posts; 3.5"x 5.25" 1.8E
PSL Post captive in pair of 2"x 6" King Strapping Optional; provide
Studs (all to wall plate below) w/ Insul. 2 layers of 5/8" GWB. 1 hr
Protection IAW FM FC 172
9'-5 y
2 Mono -Pitch Flat Roof (m=2/12). 2"x 8" N
8" Rim Beam; 3/2"x 8" w/ I 1 @ 16" o/c w/ Spray Foam - No Voids -
Lapped Corners and Layer 8 _g /2 flat roof insulation
(C
of 3/4" CDX Top Plate CN
Gusset 8'-7"
EXISTING EXTERIOR 3
(NORTH) WALL OF
POOL AREA.
2 LAYERS 5/8" 0j 2 LAYERS 5/8'' MACHINE 2 LAYERS 5/8" Q
001
A' ROOM
Shallow Wall Concrete Foundation;
Machine Room Slab Floor; 5" of F'c = 3,500 12"x 18" Footing w/ 2 ea #5 horizontal
blended aggregate concrete on 4" ofY
9'-51 bars w/ 8"x 3'10" Wall w/ 1 ea top & 00
4" SHELF TO compacted sandy -gravel base. Provide single bottom horizontal bars. Provide 36"
RECEIVE SLAB mat of 2.1x2.1-6x6 Welded Wire Mesh on 2"
#5 vertical dowels from footing to wall
rizers. Pin slab and tie WWM to #4 dowels -------- ---- - @ 24" o/c. OK to Wet -Set --
drilled around the perimeter spaced 12" o/c
„
AELEVATOR HOISTWAY SECTION
TYPICAL BOTH LOCATIONS
EXISTING SPACE
ELEVATOR HOISTWAY & M EC
ROOM PLAN, TYPICAL BOTH L
WEST WING MIRRORED
.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
H AN I CAL
OCATI ON S
BMECHANICAL ROOM SECTION
TYPICAL BOTH LOCATIONS
1
LO
ELEV
FDN P
12
ROOF
I
0
PIT
12
112
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
3
1
{
I
o
i
EXISTING 2nd FLOOR
I
0
NEW 2X6 WALL 00
LVL STUDS
EXISTING 1st FLOOR
CLONGITUDINAL SECTION
TYPICAL BOTH LOCATIONS
,_51 „
1 „
Shallow Wall Concrete Foundation; 12"x 18" Footing w/ 2
ea #5 horizontal bars w/ 8"x 3'10" Wall w/ 1 ea top &
bottom horizontal bars. Provide 36" #5 vertical dowels
NL from footing to wall @ 24" o/c. OK to Wet -Set
----------�--r i
lalso I
0
NEW 8" FDN WALLS
45 BARS DRILLED & EPDXIED
�INNTO EXISTING WALL ® 12" O.C.
VERT TO TIE NEW WALLS
TO EXISTING, TYP.
8'-9 %2"
EXISTING SPACE
ATOR HOISTWAY & MECHANICAL
LAN. TYPICAL BOTH LOCATIONS
WEST WING MIRRORED
REVISED PER
02.22*2023
MEETING
NOTE:
ALL ELEVATOR AND MACHINE ROOM DIMENSIONS
�c SPECIFICATIONS SHALL BE COORDINATED W/
DRAWINGS AND SPECIFICATIONS PROVIDED BY
OT S ELEVATORS.
archr t s
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
SOUTH
YARMOUTH
WISE
LIVING
M �IIIIIIIII N
STREET
MAIN
STREET
FRANK �AKER
ROAD
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 CONSTRUC110N
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
AS "PERMIT SET" OR "CONSTRUCTION SET".
REGISTRATION
\S�SRED AROyi
peERt � rFc
REVISIONS
DATE: REVISIONS:
ISSUED FOR:
DATE:
(i a
PROJECT TRUE
SCALE: 1 /16"=1'-0"
0 4 8 16 32
UNLESS OTHERWISE NOTED.
SHEET NO.
E*1
TOTAL NUMBER OF SHEETS
IN SET:
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS