HomeMy WebLinkAbout822 Route 28 plan003Strapping 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
Roof; Hips - 2"x 8", Rafters -
2"x 8", Ceiling Joists - 2"x 10"
- 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
ROOF
----------------------------
I
-------------2----------------
2 layers of 5/8" GWB
7'-8 y
FRAME
7'-6"
FINISH
________ __________ In -wall Framing to Mount the Rail Bracket
Channels; R1 = 150 Ibs & R2 = 300 lbs. Install
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
g,_5,
--- Mono -Pitch Flat Roof (m=2/12) 2"x 8" M�
8" Rim Beam; 3/2"x 8" w/ 1 @ 16" o/c w/ Spray Foam - No Voids -
I Lapped Corners and Layer 8 —g flat roof insulation
00 of 3/4" CDX Top Plate N
Gusset 8'-7"
Lower Platform Frame; 2"x (NORTH)EXISTING
WALL I OF I EXISTING EXTERIOR
(NORT
6" Studs @ 16" o/c, Single POOL AREA. POOL O OLAREA.
Bottom Double To Plates 0 = 1iJ
' p 2 LAYERS 5/8" 2 LAYERS 5/8 2 LAYERS 5/8" MACHINE 2 LAYERS 5/8" M(n Q MACHINE
ROOM ROOM
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
EX. FDN. WALL
T. B. C.
1
8'-8 %4"
FINISH
PIT
9'-5 Y"
FLOOR 11 1 1" \
Machine Room Slab Floor; 5" of F'c = 3,500
blended aggregate concrete on 4" of
4" SHELF TO compacted sandy -gravel base. Provide single
RECEIVE SLAB mat of 2.1x2.1-6x6 Welded Wire Mesh on 2"
----------- rizers. Pin slab and tie WWM to #4 dowels
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
8'-9 ,
Shallow Wall Concrete Foundation;
9 —5 12"x 18" Footing w/ 2 ea #5 horizontal x
bars w/ 8"x 3'10" Wall w/ 1 ea top & a
bottom horizontal bars. Provide 36" d
#5 vertical dowels from footing to wall
----- ------
---------------------- --------------- Cal 24" o/c. OK to Wet -Set
MECHANICAL
B ROOM SECTION
TYPICAL BOTH LOCATIONS
AREA FOR CONNECTIONS
I
is
'X2X2 SUMP PIT
LAYERS 5/8"
X. CONCRETE WALL
X. EXTERIOR WALL
'EFRAME W/ 2X6 ® END
EXISTING SPACE
H AN I CAL ELEVATOR HOISTWAY & MECHANICAL
OCATI ON S FDN PLAN. TYPICAL BOTH LOCATIONS
WEST WING MIRRORED
7'-31 "
7'-1
FINISH
12 /12
^ __112 12
V-0"
ROOF
— r»
-----2---------------------------------------
-
HOISTWAY
1
---------------------
0'
' PIT
�I
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"
lagging to post tops
EXISTING ROOF SLAB
0
00
EXISTING 2nd FLOOR
j
0
NEW 2X6 WALL '00
LVL STUDS
EXISTING 1st FLOOR
CLONGITUDINAL SECTION
l"YPICAL BOTH LOCATIONS
REVISED PER
02* 22* 2023
MEETING
NOTE:
ELEVATOR AND MACHINE ROOM DIMENSIONS
')PECI F CAT ON S SHALL BE COORDINATED W/
AW NGS AND SPECIFICATIONS PROVIDED BY
OTIS ELEVATORS.
arch 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
SOUT
YARMOUTH
WISE
LIVING
RETIREMENT
COMMUNITY
a,.X,Ifq
STREET
gg 4
MIN
STREET
FRANK BAKER
ROAD
YAR
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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".
REGISTRATION
G\S�EFIED ARCy�T
Q<c. �pBERi T� �cr
ow 30��
RT,
REVISIONS
DATE: REVISIONS:
ISSUED FOR:
DATE:
(30 a
PROJECT TRUE
SCALE: 1 /16"=V-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 _]