HomeMy WebLinkAbout822 Route 28 planStrapping 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
EXISTING EXTERIOR
Lower Platform Frame, 2"x (NORTH) WALL OF
6" Studs @ 16" o/c, Single POOL AREA.
Bottom, Double Top Plates 2 LAYERS 5/8"-
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.
2 layers of 5/8°' GWB
7, 8 �"
FRAME
Roof; Hips - 2"x 8", Rafters - I 7'-6"
2"x 8", Ceiling Joists - 2"x 10" I FINISH
- R38 Insul
In -wall Framinn to Mount the Rail Bracket
Lap Rafter/Ceiling Joist. Fasten assembly to outside Channels, R1 = 150 Ibs & R2 = 300 lbs. Install
12 'fl 12 i 2'°x 6" @ 16" o/c
face of studs w/ Simpson H2.5A Hurricane Clips Stud Wall 2/2"x 12" solid blocks between studs for 12�
—3�%2„
7'-1"
FINISH
2 �10.28 minimum 2 bays to accomodate 18" rail guide. 7,500# CAPACITY SAFETY BEAM
Top Plates; 2/2"x 6" lapped w/ 2 ea 10" Timber- Bolt -up w/ minimum 2 ea 5/8" MBs w/ nuts and
� W8x18 Steel Beam w/ pair of
LI/ Lok screws into the 4 corner stud packs oversize back washers 9/16" dia. holes in the bottom
II
»-- -_ _� 1 —�; flange at each end for 1/2„
lagging to post tops
--------------------------- -----
r2'" -
Hoisting Beam Posts; 3.5"x 5.25" 1.8E
PSL Past 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 �' ROOF
- ----------------- - Protection IAW FM FC 172-------------- - EXISTING ROOF SLAB
— ------- -
00
_____-_ __ --. I. �_ ____ ____________________
9' _ 51 » » _
N Mono -Pitch Flat Roof (m=2/12). 2 x 8 M N
8" Rim Beam; 3/2"x 8" w/ 1 @ 16" o/c w/ Spray Foam - No Voids -
Lapped Corners and Layer 8 —9 flat roof insulation i
00 of 3/4" CDX Top Plate N
Gusset 8'-7" t
2— ----------- b_l__�_
--------------------------------------------------------------------------- i
2 LAYERS 5/8 j
1
EXISTING EXTERIOR
(NORTH) WALL OF —
POOL AREA.
2 LAYERS 5/8"z,—
MACHINE
ROOM
_ w
2 LAYERS 5/8" In :2d
I ZD- I
00 � .010LL a
8'-8 /4" 8'-g Shallow Wall Concrete Foundation; -
Machine Room Slab Floor; 5" of F'c = 3,500 o P I T
o FINISH 12"x 18" Footing w/ 2 ea #5 horizontal i
blended aggregate concrete on 4'" of 9'-51 bars w/ 8"x 3'10" Wall w/ 1 ea top & 00 � �
PIT 4" SHELF TO compacted sandy -gravel base. Provide single bottom horizontal bars. Provide 36"
RECEIVE SLAB mat of 2.lx2.1-6x6 Welded Wire Mesh on 2"
--------------- #5 vertical dowels from footing to wall I
-------------------------------------------- rizers. Pin slab and tie WWM to #4 dowels ------------------------------------- @ 24 o/c. OK to Wet -Set
--------- ------------------------
drilled around the perimeter spaced 12" o/c
0'-5 „'
AELEVATOR 110SECT ON MECHANICAL,_ ROOM SECTION LON CI TU D N AL.
TYPICAL BOTiiA LOCATIONS TYPICAL BOTH LOCATIONS CTYPICAL BOTH L
EXISTING EXTERIOR
(NORTH) WALL OF -
POOL AREA.
a'
FRAME
8'-7„
FINISH
I�
2X8 WALL TO MATCH FDN
36" DOOR THICKNESS
= 2 HIR
Q Z BY OTHERS MACHINE
E B
00� ,Z R
2X6 WALL
6" AREA FOR CONNECTIONS
» ro
�n 1"
2X2X2 SUMP PIT r
2 LAYERS 5/8"
w A
Q = A CAR
i� � Z 6'— 6 1 /2"X 5'— 6"
�- __________ _ EX. CONCRETE WALL
C.L. OF 7,500# -------------
CAPACITY SAFETY o
BEAM ABOVE
Shallow Wall Concrete Foundation; 12"x 18" Footing w/
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 (a) 24" o/c. OK to Wet -Set
a
NEW 8" FDN WALLS
-2X2X2 SUMP PIT
V" BARS DRILLED & EPDXIED
TO EXISTING WALL ® 12" O.C.
VERT TO TIE NEW WALLS
TO EXISTING, TYP.
N
EX. EXTERIOR WALL
REFRAME W/ 2X6 ® END
4'-2„ 3'-6„ 10
also
8'-7"
FINISH
8'-9 » 8'-91 »
EXISTING SPACE EXISTING SPACE
ELEVATOR H OI STWAY & MECHANICAL ELEVATOR H OI STWAY 8c MECHANICAL
ROOM PLAN, TYPICAL BOTH LOCATIONS FDN PLAN, TYPICAL BOTH LOCATIONS
WEST WING MIRRORED WEST WING MIRRORED
C
EXISTING 2nd FLOOR
0
NEW 2X6 WALL o0
LVL STUDS
EXISTING 1st FLOOR
SECTION
OCATI ON S
REVISED
PER
02*22.2023
MEETING
NOTE:
ALL ELEVATOR AND MACHINE ROOM DIMENSIONS
& SPECIFICATIONS SHALL BE COORDINATED W/
DRAWINGS AND SPECIFICATIONS PROVIDED BY
OIIS ELEVATORS.
a r c h"L�V t 5
- y
V
architects interior designers builders
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664 ?�
o �
tel (508) 362 - 8883
(508) 760 - 2800
,
fax (508) 760 - 5800 z
WWW.ERTARCHITECTS.CO
SOUTH
YARMOUTH
WISE
LIVING
RETIREMENT
r(
tvi �I N
STREET
4
T
FRANK BAKER
ROAD
YAA%�13�1111*
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".
REVISIONS
DATE: REVISIONS:
ISSUED FOR:
DATE:
. ( a
PROJECT TRUE
SCALE: 1 /16"=V-0"
0 4 6 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
Strapping 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
EXISTING EXTERIOR
f6"
ower Platform Frame; 2"x (NORTH) WALL OF
Studs @ 16" o/c, Single POOL AREA.
Bottom, Double Top Plates { 2 LAYERS 5/8"-
- _ 7'-8, 7, ,3
2/2"x 12" Solid
FRAME
Blocking (2 bays)
Roof; Hips - 2"x 8", Rafters - 7'-6°'
2"x 8", Ceiling Joists - 2"x 10" � FINISH FINISH
- R38 Insul
I
---------------------F-------------------- ---------------------------------------------------------
-------------------------------------------------------- ---------------- In -wall Framing to Mount the Rail Bracket
Lap Rafter/Ceiling Joist. Fasten assembly to outside R1 = 150 Ibs & R2 = 300 lbs. Install Channels; - - �, (12 12
r ,2 ,2 face of studs w/ Simpson H2.5A Hurricane Clips Stud Wall minimum
o/c 2/2"x 12" solid blocks between studs for 12I �12
10.2 �10.28 minimum 2 bays to accomodate 18" rail guide. 7,500# CAPACITY SAFETY BEAM
Top Plates; 2/2"x 6" lapped w/ 2 ea 10" Timber- Bolt -up w/ minimum 2 ea 5/8" MBs w/ nuts and W8x18 Steel Beam w/ pair of
I Lok screws into the 4 corner stud packs oversize back washers 9/16" dia. holes in the bottom
f
_ t each f 1/2 2# - _= 2„flange ac end or a
lagging to post tops
I
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
E _ -
Hoisting Beam Posts; 3.5"x 5.25" 1.82 -5
PSL Post captive in pair of 2"x 6" King Strapping Optional; provide
Studs (all to wall plate below) w/ Insul. 2 layers of 5I8 GWB. 1 hr
ROOF Protection IAW FM FC 172 ROOF EXISTING ROOF SLAB
------- --------------------
I------- -------------------- 0a, -------------- --------
, g5 „
�, , Mono, Pitch Flat Roof (m=2/12). 2"x 811
M N
8 Rim Beam; 3/2 x 8 w/ @ 16 o/c w/ Spray Foam No Voids -
3 Lapped Corners and Layer 8'-9 1 flat roof insulation
j 00 of 3/4" CDX Top Plate l
j Gusset _ 8'-7"
2 -----------------------------------------------------------------------
---- - ----- ------on
---------------------------------
-
EXISTING EXTERIOR
(NORTH) WALL OF I
POOL AREA.
2 LAYERS 5/8" " MACHINE 2 LAYERS 5/8'
M � � � d
/ 2 LAYERS 5/8 _00ROOM / I z I I
\ I Co LL "oo L� «
ofShallow Wall Concrete Foundation;
Machine Room Slab Floor; 5" of F'c = 3,500 12"x 18" Footing w/ 2 ea #5 horizontal I, I P I T
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 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 i
EX. FDN. WALL -------------------------------------------- rizers. Pin slab and tie WWM to #4 dowels ------------ _--------------------------------------- @ 24" o/c. OK to Wet -Set --------- ------------------------
T.B.C. drilled around the perimeter spaced 12" o/c
Pit/Buffer Slab Floor; 10" of F'c = 3,500 blended » »
aggregate concrete on 10" of compacted sandy- 9'-51 "
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 dowels, drilled &epoxied ELEVATOR H OI STWAY SECTION MECHANICAL ROOM SECTION LON GI TU DI I'\l A
ATYPICAL S OTA LOCATIONS TYPICAL BOTH LOCATIONS C TYPICAL BOTH
0
00
EXISTING 2nd FLOOR
0
NEW 2X6 WALL ao
LVL STUDS
EXISTING 1st FLOOR
1 0 0
L SECTION
LOCATIONS
EXISTING EXTERIOR
(NORTH) WALL OF 9$-5,
POOL AREA. FRAME to9'-51a of
Shallow Wall Concrete Foundation; 12"x 18" Footing w/ 2
FINISH 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
---------------------------
------------- ------ --
i
1
2X8 WALL TO MATCH FDN
36" DOOR THICKNESS REViSED PER
Q Q z BY OTHERS MACHINE _ B
SLAB
B
00 o' , _ ROOM
LL I GRADE
i� 02*22.2023
2X6 WALL
6" AREA FOR CONNECTIONS NEW 8" FDN WALLS
1
3
MEETING
--------------------
in -
--------------------------�---- I
4- 2X2X2 SUMP PIT
2 LAYERS 5/8 I I 2X2X2 SUMP PIT NOTE:
Li
----'- ; ' #5 BARS DRILLED &EPDXIED ALL ELEVATOR AND MACHINE ROOM DIMENSIONS
Q '� CAR A PIT INTO EXISTING WALL ® 12 O.C.
�� I z 6'-6 1/2"X5'-6" VERT TO TIE NEW WALLS �c SPECIFICATIONS SHALL BE COORDINATED W/
LL
------__ EX: CONCRETE WALL TO EXISTING, TYP. DRAWINGS AND SPECIFICATIONS PROVIDED BY
C.L. OF 7,500# +� -------------
CAPACITY SAFETY
O-r S ELEVATORS.
BEAM ABOVE
EX. EXTERIOR WALL
REFRAME W/ 2X6 ® END PHILBROOK ENGINEERING For Review
4,-2„ 3'-6„ 1„ also
107 BEACH STREET Project: IRISH VILLAGE Alterations
DENNIS, MA 02638 Project No: P20-51
8'-7" 1-508-385-8682 Date: 2 March 2023
FINISH
8'-9y 8'-9�» ELEVATOR SHAFT & MACHINE ROOM LAYOUTS
EXISTING SPACE EXISTING SPACE
General Use Notes t1250
ELEVATOR H OI STWAY & MECHANICAL ELEVATOR H OI STWAY & MECHANICAL --------------------------------------------------------------------
ROOM PLAN. TYPICAL BOTH LOCATIONS FDN PLAN. TYPICAL BOTH LOCATIONS 2. Construction Type: V-A (Protected) (2015 IBC Mass. 9th ed.)
Fire Data: Sprinkler IAW Tbl. 903.2 MA Amends Rapid Response
WEST WING MIRRORED WEST WING MIRRORED
4. Snow Loads: 30 lb/sq ft (25 lb/sq min. flat) - Tbl. 1604.11 (MA Amend)
Solar Loads: 3 lb/sq ft (distributed weight, generic MFGs. table)
Wind Loads: Uplift -21 or -39 lb/sq ft for 140 MPH, Exp B - Tbl. 1604.11 MA Amnd
Lateral -26 lb/sq ft for 140 MPH, Exp B - Tbl. 1604.11 MA Amnd
Seismic Loads: Design Category = B w/ Ss = .20 & Si = .054 - Tbl. 1604.11 MA Amnd
I
I
lx!carEh,'L' ts
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
COMRETIRMUMNITY
MAIN
STREET
STREET
FRAI�pAKER
Y�.
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`SC,ERED AROy�T
o5ERT.� F�
o LU
P� Cn
I—
REVISIONS
DATE: REVISIONS:
ISSUED FOR:
DATE:
(i 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
Strapping 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 Fc = 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
Irbars 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
—8y 7' to
2/2"x 12" Solid
FRAME
Blocking {2 bays)
Roof; Hips - 2"x 8", Rafters - 7'-6j'
2"x 8"'
Ceiling Joists - 2"x 10" FINISH
- R38 Insul
---------- ----- -wall Framing to Mount the Rail Bracket
------ ----- ------------- ---------------------------------------------------- --------- ----------- In
er Channels; R1 = 150 lbs & R2 = 300 lbs. Install
Lap Raft Ceiling Joist. Fasten assembly to outside
2"x 6" @ 16" o/c
12 12 11 face Of studs w/ Simpson H2.5A Hurricane Clips
Stud Wall 2/2"x 12" solid blocks between studs for
2 10.28 1 minimum 2 bays to accomodate 18" rail guide.
Top Plates; 2/2"x 6" lapped w/2 ea 10" Timber- Bolt -up w/ minimum 2 ea 5/8" MBs w/ nuts and
Lok screws into the 4 corner stud packs oversize back washers
21,
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------
Hoisting Beam Posts; 3.5"x 5.25" 1.8E
Strapping Optional; providePSL Post captive in pair of 2"x 6" King
Studs (all to wall plate below) w/ Insul. 2 layers of 5/8" GWB. 1 hr
ROOF
Protection IAW FM FC 172
9'
----------------------------
r
5/ to
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 -
8'— 9 Y2
flat roof insulation
Lapped Corners and Layer
(0
00 of 3/4" CDX Top Plate
Gusset 8'— 7
71-3 y to
2
7'-1 to
FINISH
121 1 12
7,500# CAPACITY SAFETY BEAM
W8x 18 Steel Beam w/ pair of
9/16" dia. holes in the bottom
2 iis; flange at each end for 1/2"
lagging to post tops
ROOF I EXISTING ROOF SLAB
---------------------------
-----------------------
2 -----------
------ N, ---------------
--------------------------------- ca:
-----------------------------------------------------------------------
---
2
------- --------------------
----------------------------
.... . ..... ... . . ...............
EXISTING EXTERIOR
(NORTH) WALL OF >
POOL AREA.
2 LAYERS 5/811 2 LAYERS 5/8"
00
MACHINE
ROOM
UJ
2 LAYERS 5/5/8"MACHINE
I Z
_00 00 00 L1_
ROOM
HOISTWA Y
--------------- ----------------- FLOOR
I
1k I
---------------------
of
r�
8P-8 to
FINISH Machine Room Slab Floor; 5" of F'c = 3,500
blended aggregate concrete on 4" of
PIT 4" SHELF TO compacted sandy -gravel base. Provide single
RECEIVE SLAB
mat of 2.1x2.1-6x6 Welded Wire Mesh on 2"
I
OQ
Shallow Wall Concrete Foundation;
12"x 18" Footing w/ 2 ea #5 horizontal
bars w/ 8"x 3'110" Wall w/ 1 ea top & 00
bottom horizontal bars. Provide 36"
#5 vertical dowels from footing to wall
0
- I PIT
8'-91
Lj
9f-5 y of
-------------------------------------------- rizers. Pin slab and tie WWM to #4 dowels ------
------- -------------------------
---------------- @ 24" o/c. OK to Wet -Set ------
------------------------
drilled around the perimeter spaced 12" o/c
to
R-I_
91-5 to
e
A ELEVATOR HOISTWAY SECTION MECHANICAL ROOM SECTION LONGITUDINA
H TYPICAL BOTLOCATIONS TYPICAL BOTH LOCATIONS C TYPICAL BOTH
ELEVATOR
ROOM PLAN
co
EXISTING 2nd FLOOR
3-- NEW 2X6 WALL _00
LVIL STUDS
EXISTING 1st FLOOR
L SECTION
LOCATIONS
9'-5 y to —
2 Shallow Wall Concrete Foundation; 12"x 18" Footing w/ 2
,e ea #5 horizontal bars w/ 8"x Tl 0" Wall w/ 1 ea top &
bottom horizontal bars. Provide 36" #5 vertical dowels
from footing to wall @ 24" o/c. OK to Wet -Set
rc
------------- --------------------_-
------------- I -------------------- -
WALL TO MATCH FDN
"NESS
REVISED PER
SLAB B
GRADE 02*22.2023
FREA FOR CONNECTIONS NEW 8" FDN WALLS MEETING
----------------
I -----------------
e
y
M7
GRADE .......
.........
LO 0MQ
2 SUMP PIT
_2X2X2 SUMP PIT
YERS 5/8" NOTE
ALL ELEVATOR AND MACHINE ROOM DIMENSIONS
BARS DRILLED & EPDXIED
_1411 PIT VET
EXISTING WALL @ 12" O.C.
VERT TO TIE NEW WALLS SPECIFICATIONS SHALL BE COORDINATED W/
TO EXISTING, TYP.
�IONCRETE WALL DRAWINGS AND SPECIFICATIONS PROVIDED BY
OTIS ELEVATORS.
7 XTERIOR WALL
AME W/ 2X6 @ END P�RTLIA�RC)OTC�F-Wa�TWr-V-P�,TNG�For Raviaw
EXISTING SPACE
'HOISTWAY & MECHANICAL
TYPICAL BOTH LOCATIONS
WEST WING MIRRORED
also
8'-9 y to 2
EXISTING SPACE
ELEVATOR HOISTWAY Bc MECHANICAL
FDN PLAN, TYPICAL BOTH LOCATIONS
WEST WING MIRRORED
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
RETIREMENT
COMMUNITY
92 #03 2
"A N
STREET
02Agg
STREET
FRANK'4BAKER
ROAD
YAA%�
*well%
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
.��*D AP ej,_*D Ap-
OIBER7-
co) W 0
0
RT,
REVISIONS
DATE: REVISIONS:
ISSUED FOR:
DATE:
PROJECT TRUE
SCALE: 1/16"=V-0"
0 4 8 16 32
UNLESS OTHERWISE NOTED.
SHEET NO.
E e 1
TOTAL NUMBER OF SHEETS
IN SET:
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS
Strapping uptlonal; provlae
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
EXISTING EXTERIOR
(NORTH) WALL OF -
POOL AREA.
2 LAYERS 5/8
EX. FDN. WALL
T.B.C.
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 ELEVATOR
bars as dowels, drilled &epoxied ATYPICAL
EXISTING EXTERIOR
(NORTH) WALL OF
POOL AREA.
36" DOOR
Ld _ 2 H R
Q (0 z BY OTHERS
ao ry
Lv
_ A
Q Cn
z
r_ C.L. OF 7,500#
CAPACITY SAFETY
BEAM ABOVE
i
I
2 layers of 5/8" GWB
FRAME
2/2"x 12" Solid
Blocking (2 bays)
Roof; Hips - 2"x 8", Rafters -
7 _6
7'-1"
FINISH
2"x 8", Ceiling Joists - 2"x 10"
FINISH
- R38 Insul
i
I
------------F----- ----------------- -------------------------------------------------------------------------
---------------------
--'--------
to Mo e
---------- In -wall FramingMount the Rail Bracket
Lap Rafter/Ceiling Joist. Fasten assembly to outside '_ Channels; R1 = 150 lbs & R2 = 300 lbs. Install
2 x 6 @ 16 o/c
12 12
j�
face of studs w/ Simpson H2.5A Hurricane Clips
12 12
Stud Wali
2/2"x 12" solid blocks between studs for
12I 112
2 �10.28
minimum 2 bays to accomodate 18" rail guide.
7,500# CAPACITY SAFETY BEAM
ITop Plates; 2/2"x 6" lapped w/ 2 ea 10" Timber-
Bolt -up w/ minimum 2 ea 5/8" MBs w/ nuts and
W8x18 Steel Beam w/ pair of
lLok screws into the 4 corner stud packs
oversize back washers
9/16" dia. holes in the bottom
... _ �._
„ _
2"— --
flange at each end for 1/2"
---mam--= �.
�'—o"�
lagging to post tops
--------------------------------------------------------------------------------------------------
------------------------------------------------ -------------
----------------- ----
2'-5"
�i
Hoisting Beam Posts; 3.5"x 5.25" 1.8E
PSL Post captive in pair of 2» x 6» King _
Strapping Optional; provide
'i
Studs (all to wall plate below) w/ Insul.
2 layers of 5/8" GWB. 1 hr
ROOF
Protection IAW FM FC 172
ROOF
EXISTING ROOF SLAB
-
---------------------------
---------
N
Mono -Pitch Flat Roof (m=2/12). 2"x 8"
8" Rim Beam; 3/2"x 8" w/
n
@ 16" o/c w/ Spray Foam - No Voids -
Lapped Corners and Layer
>,
8'— g 1/1
flat roof insulation
CD
00 of 3/4" CDX Top Plate
N
CO
Gusset
8'-7'
1 2 ^_
EXISTING EXTERIOR
(NORTH) WALL OF
POOL AREA.
Ld
2 LAYERS 5/8'' 1 2 LAYERS 5/8" MACHINE 2 LAYERS 5/8" z Q d
00 ROOM
00 LL 00 a
FLOOR i
8' —9' »
F
Shallow Wall Concrete Foundation; cc
Machine Room Slab Floor; 5" of F'c = 3,500 12"x 18" Footing w/ 2 ea #5 horizontal
cc
blended aggregate concrete on 4" of 9'_5, " bars w/ 8"x 3'10" Wall w/ 1 ea top & 1
4" SHELF TO compacted sandy -gravel base. Provide single bottom horizontal bars. Provide 36" d
RECEIVE SLAB mat of 2.1x2.1-6x6 Welded Wire Mesh on 2" 7
#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
9'-5 %2"
H OI STWAY SECTION
BOTH LOCATIONS
9'-5 %2"
FRAME
8'-7 »
FINISH
4'-2" � 3'-6" 1"
, „
ELEV
ROOM
8 —7
FINISH
8'-9 %2"
EXISTING SPACE
ATOR H OI STWAY & MECHANICAL
PLAN, TYPICAL BOTH LOCATIONS
WEST WING MIRRORED
BMECHANIC
TYPICAL
AL, ROOM SECTION
BOTH LOCATIONS
EXISTING SPACE
ELEVATOR H OI STWAY 8c MECHANICAL
FDN PLAN. TYPICAL BOTH LOCATIONS
WEST WING MIRRORED
Y
------------------------
�� II
LONGITUDINAL SECT
TYPICAL BOTH LOCATI
ON
ONS
REVISED PER
02* 22* 2023
MEETING
NOTE:
ELEVATOR AND MACHINE ROOM DIMENSIONS
�)PECIF CATIONS SHALL BE COORDINATED W/
AWINGS AND SPECIFICATIONS PROVIDED BY
OTIS ELEVATORS.
r 'L, ts
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
COMMUNITY M
OxUSTREET
XIN
STREET
FRANRI�ABpAKER
YARM.
PROJECT fj 010122
02019 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
�ERED ARNs
oBERr TyCrc��A
o N {Cn
PORT
>w�
REVISIONS
DATE: REVISIONS:
ISSUED FOR:
DATE:
1��\
7N-" � 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