HomeMy WebLinkAboutA105.17
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General Notes - Ooor 8 Frame:
A. All doors to be hollow metal MIN 14 gauge with interior metal stiffners & insulated fll, painted ro match existing.
B. All hames are to be hollow metal (ully welded frames MIN 12 gauge, painted to match exis�ing.
G EXIST= Exis[ing Door & Frame
Door Hartlware
Match MISO Da�a Cen�er Standards for all door hardware.
Sel1: Kev Cartl EnVVIPanic Eoress
4 Pair butt hinges
2 Panic egress bars w/ suAace mounletl bolts toplbol�om w/ mag lacks
2 door dosures on push side w/ slide bar stop at head
-Secunty door contacls.
-Wrtl reatler antl associaletl release bu�[on for mag locks.
Set2:
Remove existing leverse�. flush bolts and mag lock.
Existing hinges, closers and kickplates [o remain
Replace with egress hartlware bo�h leaves. Provide surface bolts. Coordina�e wiM hame antl thresholtl (floor).
Pmvitle (2) mag locks, one each leaf Coortlinate con�rols wi�h mag locks to pmvitle free out at all �imes.
Conhactor's option to replace tloor in lieu of refVing for new hartlware.
Door Tvpes Frame Tvpes
REF. Door
2"� Schedule �Z"
_ N
�' o°
¢ �
F
Flush
, �
— �
/
1 1/2"
HM
Hollow Metal
3/4"x12"x6" Base pla�e
Channel pos�, REF.
3C / A5.1
(2) Sides TVP
C
Existing brick
Existing/new soiltler course brick
Steel loose lintel �o suppotl brick
above opening, shown dashed',
REE 38/A6 �
Existing brick
Vehical Supporl EA sitle of
opening, shown dashed; REF�.
3CIA5.1
New HM frame & door
Grade line, shown dashed
Concrete sill @ door opening�,
REF. iC/A5.1
Existing concrete footing
Detail - HM Door Elevation @ Existing
3 D E�erior Wall @ Room 133B
„4�� _ ,�_�„
(3) Sitles TYP Steel Ilntel �
Masonry, REI
� �(2) 3l4" DIA Threatletl Channel oosL REI
rod wl HILTI HIT-HV200
epoxy, 4" embeded
2 C Detail - Channel to Base Plate
C „�z„ _ , _o
2 D Detail - Channel to Lintel Connection
i vz = � _a„
Line o! masonry bircWblock, beyond
3l8" Pla�e to anchor doors, beyontl
Weather seal �hreshold max 1/2" rise @
60 tlegree slope
#4 Dowel @ 24" OC
Hand �ool thresholtl �o pmvide positive
water drainage away from builtling
#4 Bar
V2" Compressible isola�ion loint
#4 x 1'-0" Long tlowel a�
i6" OC @ Door
I 8" Concre�e pavement
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
'�v�:���\i 1�.rvalrzA��
DATE: Qrj�08�20
Existing tlrainage pipe locatetl below '
top of footing, flled amund with tree I
drainin8 Branularfill matariel wsrted / �
in geo-fabdc ell arountl �
Exis�ingcementwash �
Existing concrete (ooting
1 D Detail - HM Door Sill @ Exterior Wall
i ii2 = � _o„
C
—\ �;
� �', �. ,
C
Saw cut existing masonry
wall as required for (orm new
opening for new HM hame 8
HM door opening & STL
lintel; REF: Plans for e�ct
location
Exis[ing �T' CMU
HSS Bx6x318 spanning
horizon�ally beNueen columns
Existing Wide Flange S�eel
Column I
N
o°
- p
__ _ _ _ _ ___
/
� /
REF: aoor Sc�iedule
/IA B
� �� �ns.t
/ _ � �
0
Existing 12" CMU
Exis�ing 7" air space
Replace exis[ing 2" insulation
wi�h new to ma�ch, resulting
from demo/ins�elleHon of sleel
opening
Existing 4" nominal brick face
-Lin�e12L5x6x1/2, "MohemePdreinagema�erial
beyond. Match exis�ing bnck soltlier course
as requried, resulting Gom
- C12X20] EA side of demolinslallation of steel opening
opening, anchor to Con�inue flashing up �o nex� course
slde of CMU block
with 3/4" DIA �hreaded L6x8x3/8 LLV, loose Iln�el �o
mtl wl HILTI HIT- suppon face brick & bear 8" on
HY2]0, 5 5/8" existing face bnck EA end.
embeded @ 16" OC
W eep holes
- Concrete pour over
beneath door opening
- 3l4"x12"x6" Plate wl Flashing
(2)3/4" OlAthretled
rod w/ HILTI HIT-
HY200, 4" embeded
_y First Floor Sealant all sides if nol fully welded
I` — FUllyweltletlHMtloorframeMlN
�� Sub Floor 12 GA_ Weld door to steel palte
�T per manufacWre
+ recommentla�ion to mee� F3
lomatlo wind loatls.
Firet Floor .
Topof Poo�ing Exis�ing Concre�e Foo�ing
1 1/2" Non-shring grou�
K.
Exis�ing 4" nominal
brickface
Existing 1" air space �
Existing 2" insula�ion
Ezis�ing 12"CMU
HH
Existing wide flange
s�eel column @ EA entl
HSS 8x6x318
spanning horizon�ally
between columns
��e. �i�itel no[ shown.
Detail - HM Door Opening Steel Tube
2 ('� Connection Plan
V ,�z„ _,,_o,
��
Detail - HM Door Opening @ Existing
3�Exterior Wall @ Room 1336
1/4„ _ �,_p��
LL
#4 @ 24" OC.
embetletl into existing
concrete slab 4 VT' wl
HILTI HIT HV-200
Atlhesive @ 24" OC
FIrs� Floor
— `
Existing fi" Concrete slab
#4 � 24" OC.
embeded into
exis�ing concre�e 4
V2" wl HILTI HIT
HV-200 Adhesive
C
L3x3x3/8x 3" long @ 2'
OC w/ 3/4" OIA ihreadetl
rod with HILTI HIT-
HY2]0, 5 5/8" embedetl
Exis[ing 12" CMU
(3) Sides, TVP
�
3/4"
No�e'. Referto Door
Schedule for rotings
required and additional
informa�ion.
�
Detail - HM Door Head @ Existing
3 B Exterior Wall
1 1/2�� _ �,_0„
� HSS Bx6x3/B spanning
horimntally between columns
AngletoColu 8
1/4 T.,.
� � L3x3x1/2"x6" Long, Top &
K Bot�om, EA Entl
Existing Wide Flange Sleel
Column
Detail - HM Door Opening Steel Tube
2 B Connection Elevation
ivz„ _ � �_o��
Brick [oothed in existing brick
as needed
3/8" Steel plate to anchor door
Sealan� all sides, if not fulty welded
Fully weltletl HM tloor freme MIN 12
GA. Weltl tloor �o steel palte per
manufacWre recommentlation to
meet F3 tonredo wintl loatls.
Acess hole @ EA anchor,
coortlinate access holes 8 tloor
anchorlocations
C12X20] EA side o( opening,
anchor [o sitle of CMU block
with 3/4" DIA threaded rod w/
HILTI HIT-HV210, 55/8"
embetletl @ 16" OC
DoorFrameto ��8 �-6
Plele 1/8 1-8
W here CMU is w�, gmut solitl
partial core as needed
Exis�ing 4" nominal
brickface
Existing 1" air space
Existing 2" insulation
Exis�ing 12" CMU
me Prmesaonai nrcnneors seai amraa �o mis snee�apoiies oniy m me
matanal and ltems sM1own on NlssM1eet Ni drawings_ Ins4umenk o�
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vroiessia�ai Sear.
STATE OF
2
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Note�. Refer to Dwr
� Schetlule for ra�ings
3/16 242 Plate �o Channel requiretl antl atlditional
31i6 242 Flanges informa�ion.
Detail - HM Door Jamb @ Existing
1 B Exterior Wall
ivz„ = i,_o„
B
�
L3x3x3/8x 3" long @ T
OC wl 3/4" DIA �hreaded
md with HILTI HIT-
HV2]0, 5 5/8" embeded
'�4 (3) Sltles, TVP
HSS Bx6x3/8 spanning
horimn[ally between
columns
� FoxArchitects
1 Memo�ial Dt Suite 1800
S[ Louis, MO fi3102
Main:314.621.4343
Faz�. 31a.821.0281
fox@foxarch.mm
www loxarch.com
Owner
MISO Ener9y
RonMumaw
Architect
Fox Architects
3 John Berentlzen
MEP Enqineer
TechSite
Charlie Wlodyka
L5x5x1/2, EA side of
12" CMU block, bear
on C12x20] pos�.
►
��8 1'6 DoorFrameto
1/8 1-6 Angle
J
JOM1n Beren@en � ARCNRECI
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REVISIONS
No. Description
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