MLA...standards. 2. 3.contractor shall obtain and pay for all applicable permits, inspections and...
Transcript of MLA...standards. 2. 3.contractor shall obtain and pay for all applicable permits, inspections and...
IN THE PREPARATION OF THESE DOCUMENTS.
1. THE FOLLOWING CRITERIA HAS BEEN USED
CODES AND STANDARDS
ADA ACCESSIBILITY STANDARDS
APPLICABLE CODES. PROJECT INCLUDES
BUT IS NOT LIMITED TO THE FOLLOWING LIST:
BUILDING CODE: IBC AS APPLICABLE
2. CONTRACTOR SHALL COMPLY WITH ALL
LEGAL DESCRIPTION
PROJECT DATA
GENERAL NOTES
INDEX OF DRAWINGS
VICINITY MAP
REVISION NUMBER
3
CLOUD AT LAST REV. ONLY
DATE: AS APPLICABLE
DRAWING SYMBOLS
D
A
3
101
ENTRY
WINDOW MARK
DRAWING NOTE
DATUM MARK
COLUMN LINE MARK
ROOM NUMBER
ROOM NAME
DOOR MARK
FLOOR AREA
MANUAL VOLUME DAMPER
HOLLOW CORE
INSIDE DIAMETER
HOLLOW METAL
FREEZE PROOF
MISCELLANEOUS
FOOT OR FEET
OPPOSITE HAND
OUTSIDE DIAMETER
NOT IN CONTRACT
MASONRY OPENING
MANUFACTURER
INTERIORINT.CERAMICCER.
FACE OF CONCRETE
FLASHING
FIRE EXTINGUISHER
FLUORESCENT
FLOOR DRAIN
CONTINUOUS
CONSTRUCTION
ELECTRICAL PANELBOARD
ELECTRICAL
ELEVATION
EXPANSION JOINT
EXTERIOR
EQUIPMENT
DIMENSION
DIAMETER
DOWNSPOUT
EASTE.
EXISTING
EXT.
EXIST.
FIN.
FL.
FLUOR.
F.O.C.
FLASH.
F.E.
F.D.
FLOOR
FINISH
ELEC.
EQUIP.
EQ.
E.P.
ELEV.
E.J.
EA.
EQUAL
EACH
DN.
DWR.
D.S.
DWG.
DIA.
DTL.
DBL.
DIM.
DOWN
DRAWING
DRAWER
DETAIL
DOUBLE
CONSTR.
CLR.
CTR.
CONT.
COL.
CLO.
CLG.
CKT.
CLEAR
CENTER
COLUMN
CLOSET
CIRCUIT
CEILING
MNT. MOUNT
OPH.
O.D.
PLATE
ROOF DRAIN
RADIUS
PAIR
PLYWOOD
PLASTIC
OPPOSITE
PLYWD.
PLAS.
R.
R.D.
PR.
PL.
OPP.
ON CENTER
NOT TO SCALE
MOUNTED
NOMINAL
NUMBER
NORTH
NO.
O.C.
N.T.S.
NOM.
N.
N.I.C.
MTD.
MAXIMUM
MEMBRANE
MECHANICAL
MINIMUM
METAL
MFR.
MISC.
M.O.
MIN.
MEMB.
MECH.
MTL.
MAX.
LAVATORY
KITCHEN
LOCKER
LAMINATE
JOINT
LIGHT
LIGHTING
LAV.
LT.
M.V.D.
LTG.
LKR.
KIT.
LAM.
JT.
ACOUSTICAL
DIAMETER
ALUMINUM
AGGREGATE
ADJUSTABLE
AREA DRAIN
ABOVE FINISH FLOOR
APPROXIMATELY
CONTROL JOINT
ABBREVIATIONS
CENTERLINE
A.F.F.
ADJ.
APPROX.
BD.
B.
C.J.
BLDG.
ALUM.
AGG.
BOARD
BOTTOM
BUILDING
ACOUST.
O
A.D.
#
-
@
L
C
-
-
-
-
NUMBER
ANGLE
AT
GYPSUM
H.B.
GYP.
HOSE BIBB
INSULATION
HEIGHT
HORIZONTAL
HARDWARE
HORIZ.
INSUL.
I.D.
HGT.
HDWR.
H.M.
H.C.
GRAB BAR
GALVANIZED
FURRING
FACE OF STUD
GAUGE
FURR.
GALV.
G.B.
GA.
F.P.
FT.
F.O.S.
STANDARDSTD.
TOP OF PAVEMENT
TONGUE & GROOVE
UNLESS NOTED OTHERWISE
VEST. VESTIBULE
WT.
WP.
WSCT.
W/O
WD.
W.C.
W/
W.
WEIGHT
WITHOUT
WITH
WEST
WAINSCOT
WATERPROOF
WOOD
WATER CLOSET
UNF.
TYP.
T.W.
T.P.
SYM.
SUSP.
STOR.
STL.
THK.
T&G
TELE.
T.C.
TRD.
T.V.
VERT.
U.N.O.
UNFINISHED
TELEVISION
THICK
TYPICAL
TOP OF WALL
VERTICAL
SUSPEND
STORAGE
STEEL
TELEPHONE
TREAD
TOP OF CURB
SYMMETRICAL
REFR.
RESIL.
REQ.
REINF.
REF.
SHWR.
SCHED.
S.C.
R.O.
RM.
SIM.
SQ.
SPEC.
SHT.
SECT.
S.
SOLID CORE
SOUTH
SHOWER
SCHEDULE
SPECIFICATIONS
SHEET
SQUARE
SIMILAR
SECTION
REINFORCING
REFERENCE
REQUIRED
REFRIGERATOR
ROUGH OPENING
ROOM
RESILIENT
D1
1. ALL CONSTRUCTION WITHIN THE STATE RIGHT
OF WAY WILL REQUIRE COMPLIANCE TO TXDOT
STANDARD SPECIFICATIONS, STANDARD PLANS,
STATE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES.
2. SPECIFICATIONS ADOPTED BY THE TXDOT
DEPARTMENT OF TRANSPORTATION AND
SUBSEQUENT AMENDMENTS, AND SPECIFICATION
ITEMS LISTED AND DATED AS PER THE CIVIL
DRAWINGS SHALL GOVERN ON THIS PROJECT.
FOR ALL WORK WITHIN THE STATE RIGHT OF WAY.
NATIONAL ENERGY CODE : AS APPLICABLE
GENERAL NOTES
COUNTY, CITY OF SNYDER ,STATE BUILDING
CODES AND AS AMENDED, CITY ORDINANCES
BUILDING CODES / LAW / ORDINANCES:
CIVILARCHITECTURAL
1. THESE NOTES SHALL APPLY UNLESS OTHERWISE INDICATED BY
DRAWINGS OR SPECIFICATIONS.
ALL WORK INCLUDING CIVIL, MECHANICAL, PLUMBING, &
ELECTRICAL SHALL BE PERFORMED IN STRICT COMPLIANCE WITH
ALL APPLICABLE FEDERAL, STATE, & LOCAL CODE REQUIREMENTS,
AND IN ACCORDANCE WITH ACCEPTED CONSTRUCTION INDUSTRY
STANDARDS.
2.
3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL APPLICABLE
PERMITS, INSPECTIONS AND APPROVALS, INCLUDING THOSE
RELATED TO BUILDING AND CONTRACTOR SIGNAGE.
4. PRIOR TO TURNING BUILDING OVER TO OWNER, REPAIR OR
REPLACE ALL MATERIALS, GLASS, OR ASSEMBLIES DAMAGED OR
BROKEN DURING CONSTRUCTION.
SMOKE DETECTORS SHALL BE HARDWIRED INTO AN AC
ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH
BATTERY BACK-UP. SMOKE DETECTORS SHALL BE TESTED FOR
COMPLIANCE UPON COMPLETION OF WORK.
5.
6. AT ALL RATED WALLS, FLOORS AND RATED CEILINGS, ALL
PLUMBING, ELECTRICAL & HVAC PENETRATIONS SHALL BE SEALED
WITH APPROVED FIRESTOPPING MATERIAL.
7. SEAL ALL PENETRATIONS THRU FLOOR DECK.
8. FRAMER SHALL PROVIDE IN-WALL BLOCKING AS REQUIRED AT
TOILET ACCESSORIES.
A1.0 ARCHITECTURAL SITE PLAN
A6.1
WALL SECTIONS
CONSTR. TYPE SPRINKLER SYSTEM
RESTAURANT LEASE SPACE TYPE VB
NA
BUILDINGSTORIES
1966 SQ.FT
COVER SHEET
MEP
ME1.1
CS
RCP PLAN & ROOF PLANA2.1
SITE MEP PLAN
ONE STORY
A4.0
A5.0
A6.0
WALL SECTIONS
BUILDING SECTIONS
EXTERIOR ELEVATIONS
SPECIFICATIONSSP1-3
A7.2 DETAILS
A9.0 INTERIOR ELEVATIONS
STRUCTURAL
S-1.0 GENERAL NOTES
S-2.0FOUNDATION PLAN
S-3.0
S-4.0
FOUNDATION DETAILS
FRAMING DETAILS
S-5.0 RETAINING WALLS
P1.1 PLUMBING PLAN
PLUMBING DETAILS
P2.2
MECHANICAL PLAN
M1.1
MECHANICAL SCHEDULES AND DETAILS
M2.1
MECHANICAL DETAILS
M3.1
E2.1 ELECTRICAL PLAN
E3.1 ELECTRICAL RISER AND SCHEDULES
LANDSCAPE
NOT TO SCALE
ME1.2 MECHANICAL/ELECTRICAL ROOF PLAN
SITE
SUBMITTALS:
The FOLLOWING SUBMITTALS AS A MINIMUM ARE TO BE SUBMITTED
TIMEOUSLY:
1. CONCRETE MIX & REBAR SPEC
2. ELECTRICAL PANELS AND GEAR
3. EXT LIGHT FIXTURES
4. ROOF TOP AC UNITS, CURBS AND DIFFUSERS
5. WALL WEATHERIZATION SYSTEM+ROOFING INSULATION SYSTEM
6. BRICK, STONE AND MORTAR SAMPLES
7. LOT LIGHTING
CONTRACTOR TO REVIEW AND STAMP AS HAVING BEEN REVIEWED
AND IN COMPLIANCE WITH SPECIFICATIONS. SUBMITTALLS WILL BE
RETURNED WITHOUT THE REVIEW STAMP AND SIGNATURE FROM
THE GENERAL CONTRACTOR.
PROVIDE AND OR COURIER 2 SUBMITTALS TO THE ARCHITECT FOR
ALL ITEMS, 2 COPIES OF ITEMS 2,3,4,5,&13 TO THE MEP ENGINEER
AND 2 COPIES OF ITEM 1 TO THE STRUCTURAL ENGINEER.
LOT1, BLOCK 3
C-0.0 COVER SHEET
GRADING PLAN
GENERAL NOTES
SITE PLAN
EROSION CONTROL PLAN
PAVING & DIMENSION CONTROL PLAN
UTILITY PLAN
SITE DETAILS
C-0.3
C-2.0
C-2.1
C-3.0
C-0.4
C-4.0
C-5.0
C-5.1
L1.01 LANDSCAPE PLAN
IRRIGATION PLAN
L2.01
EROSION CONTROL DETAILS
DEMOLITION PLANC-1.0
GOLDEN CHICK RESTAURANTMODULAR DESIGN
SANITARY SEWER PLAN & PROFILE
C-4.1
C-5.2UTILITY DETAILS
PLUMBING DETAILS
P2.1
STATE SEALED MODULAR PERMIT SETPMB
MBC - MODULAR BUILDING CONTRACTOR
OSC - ONSITE CONTRACTOR P&I - PROVIDED & INSTALLED
CODE INFORMATION
1.0 APPLICABLE CODES
BUILDING CODE
MECHANICAL CODE
PLUMBING CODE
ELECTRICAL CODE
FIRE CODE
ENERGY CODE
LIFE SAFETY CODE
ACCESSIBILITY CODE
2.0 OCCUPANCY OF USE GROUP CLASSIFICATION
DINNING A - 2
FUEL GAS CODE
TOTAL BUILDING=
1966 SQ. FT.
A - 2KITCHEN6 people
44 people
880 SQ. FT
750 SQ. FT
2015 INTERNATIONAL BUILDING CODE (IBC)
2015 INTERNATIONAL MECHANICAL CODE (IMC)
2015 INTERNATIONAL PLUMBING CODE (IPC)
2014 NATIONAL ELECTRICAL CODE (NEC)
2015 INTERNATIONAL FIRE CODE (IFC)
2015 INTERNATIONAL ENERGY CONSERVATION CODE (IEC)
2012
2015 INTERNATIONAL FUEL GAS CODE (IFGC)
TAS 2012
A - 2
REST ROOMS
267 SQ. FT267 SQ. FT
2233 SQ. FT
CS
CO
VE
R S
HE
ET
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
300 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
11-09-18
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA
MICHAEL LEGG ARCHITECTURE
08.19.20
2'-5"
3'-0"
3
'-0
"
4'-0"
5'-0"
3'-10"
3'-2"
2
'-6
3
4
"
33
C
61
95
28
A
&
B
30A
13
16
18
1
4
18
17
88
16
17
43
B
96
83
20
73
A24
38
A
7A
61
95
41
37
A
;B
;C
;D
31
30
22
22
C
57
59
58
62
63
54
26
23
43B
64D
35
A
32C
29
B
49
71
43B
25
44
A
79
41
39A
27
90A
&B
51
10
9
8
54
54
54
54
15
46
A
,B
,C
,D
&
E
4
5
45
64
E
43B
54
92
8
8
88
29
A
1&
1J
1A
&1D
1&
1J
1&
1J
1&
1J
1&
1J
95
95
70
38
C
36
A
3
6B
34
B
&
C
39
C
38
D
40
B
4
0
A
70
7
0
5
2
A
60a
60
5
2B
52B
52
B
2
4A
1K
&
1M
1L&
1M
1G
1
G
1G
1G
1G
1G
1G
1G
1G
1G
1
G
1
G
1
G
1G
1G
1G
1
H
1
H
1H
1H
1H
1H
1
H
1H
1
H
1H
1H
1
H
1
H
1
H
1H
1H
1
H
1
H
1H
1H
39B
67
A
&
B
42
48
5
7'-0"
3'-0"
2
'-0
5
16
"
5
"
5'-11
3
1
6
"
6
2
2
A
39D
1'-1
3
4
"
5
"
77A
&
B
5"
5'-9
1
1
6
"
11'-2
1
4
"
10'-10"
5
'-5
15
16
"
16'-9
1
8
"
8'-6
1
4
"
1
'-3
11
16
"
1
A
9.0
2
A
9
.0
3
A
9
.0
9
'-6
1
8
"
9'-6
3
8
"
17'-7
5
1
6
"
2
'-7
1
2
"
5"
74
75
29A
5
'-7
3
16
"
70
10'-7
7
16
"
4
'-4
1
2
"
2
'-5
"
2"
5
'-4
3
4
"
4'-4"
2
'-8
"
10"
4
'-0
7
16
"
4'-4
5
8
"
4-1/2"
5
"
5
"
5
"
5
'-7
5
16
"
7
'-5
3
4
"
5'-0
13
16
"
9
"
2
'
-
8
5
1
6
"
11'-1
1
2
"
1
0
'-1
0
5
16
"
3
'-9
1
4
"
4
A
9
.0
1
'-1
5
8
"
5
"
34
A
3
'-0
5
16
"
10'-9"
3'-6
7
8
"
3'-10
3
4
"
23'-8
1
2
"
10
3
8
"
E
N
T
R
Y
1
0
1
D
IN
N
IN
G
A
R
E
A
1
0
2
S
E
R
V
IC
E
LIN
E
103
D
R
IV
E
T
H
R
U
1
0
5
P
R
E
P
A
R
E
A
-1
106
B
A
C
K
R
O
O
M
A
R
E
A
1
0
8
F
O
Y
E
R
109
M
E
N
'S
T
O
ILE
T
110
W
O
M
E
N
'S
T
O
ILE
T
111
F
R
E
E
Z
E
R
1
1
2
W
A
LK
-IN
C
O
O
LE
R
1
1
3
O
R
D
E
R
A
R
E
A
1
0
4
3
'-4
1
2
"
1K
1
N
1J
1K
1K
1
K
1
N
1J
3
'-7
3
4
"
N
8
1
° 3
7
' 1
7
"W
2
2
0
.4
4
'
S
0
8
° 2
2
' 4
3
"W
9
4
.7
8
'
S
8
1
° 3
4
' 2
9
"E
2
2
0
.4
4
'
N
0
8
° 2
2
' 4
3
"E
9
4
.9
6
'
STOP
C
LE
A
R
LA
N
D
IN
GS
P
A
C
E
- T
A
S
3.5.35
1
4
" P
E
R
F
O
O
T
M
A
XS
LO
P
E
- T
Y
P
IC
A
L
STOP
P
A
T
IO
1'-0
1
1
6
"
3
'-3
1
5
1
6
"
3
5
1
6
"
3'-4
1
1
6
"
3.0 TYPE OF CONSTRUCTION / ALLOWABLE BUILDING HEIGHT AND AREA
4.0 FIRE RESISTANCE REQUIREMENTS
BASED ON TYPE V-B CONSTRUCTION BUILDING ELEMENTS: 1 STRUCTURAL FRAME
HOUR(S)
SOURCE: IBC - TABLE 601
(LIST ANY SPECIFIC REQUIREMENTS HERE)
2 BEARING WALLS
EXTERIOR
HOUR(S)
SOURCE: IBC - TABLE 601
INTERIOR
HOUR(S)
SOURCE: IBC - TABLE 601
4 FLOOR CONSTRUCTION 0
HOUR(S)
SOURCE: IBC - TABLE 601
5 ROOF CONSTRUCTION 0
HOUR(S)
SOURCE: IBC - TABLE 601
RATINGS FOR EXTERIOR WALLS: 0
HOUR(S)
SOURCE: IBC - TABLE 602
5.0 FIRE PROTECTION
6.0 OCCUPANT LOAD
SOURCE:
BASED ON TYPE V-B CONSTRUCTION
OCCUPANT LOAD FACTOR - FOR EXITING CALCULATIONS
ASSEMBLY TYPE V - B
ALLOWABLE - 6,000 SF PER STORY, 1-STORY LIMIT
SOURCE: IBC - TABLE 503
3 BEARING INT. PARTITIONS
HOUR(S)
SOURCE: IBC - TABLE 601
SOURCE: IBC - 903NO
61 OCCUPANTSIBC - 1004, TABLE 1004.1.1
7.0 EGRESS WIDTH REQUIRED
67 OCCUPANTS SOURCE: IBC TABLE 1005.1
EXIT ACCESS TRAVEL DISTANCE REQUIREMENTS
MAX TRAVEL DISTANCE
OCCUPANCY (A-2) WITHOUT SPRINKLER SYSTEM
200 FT. SOURCE: IBC - TABLE 1016.1
SIZE OF DOOR REQUIREMENTS SOURCE: IBC - 1008
MINIMUM DOOR SIZE
36-INCH DOOR (32-INCH CLEAR OPENING WIDTH)
SOURCE: IBC - 1008.1.1
ALL DOORS MUST MEET THE REQUIREMENTS PROVIDED IN IBC CHAPTER 10; SPECIFICALLY SECTIONS 1008, 1014, AND 101.
CORRIDOR REQUIREMENTSSOURCE: IBC - 1017
MINIMUM CORRIDOR WIDTH 44 INCHES SOURCE: IBC - 1017.2
FIRE-RESISTANCE RATING 0 SOURCE:IBC - 1017.1, TABLE 1017.1
ALL CORRIDORS MUST MEET THE REQUIREMENTS PROVIDED IN IBC CHAPTER 10;SPECIFICALLY SECTION 1017.
AREA OF OCCUPANCY FLOOR AREA IN SF PER OCCUPANT OCCUPANT LOAD DESIGN OCCUPANT LOAD
NOTE: FOR AN EXPLANATION OF DESIGN OCCUPANT LOADS REFER TO LIFE SAFETY PLANS A.C.201L, A.S.202L1, AND A.S.202L2.
AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIRED: (LESS THAN 5,000 SF)
IBC - TABLE 503
ASSEMBLY
DINNING
A - 2
FIRE SUPPRESSIONSOURCE: IBC - 412.2.6
EXEMPTASSEMBLY
0
0
0
0
DINNING
OCCUPANCY (A-2) WITHOUT SPRINKLER SYSTEM
SOURCE: IBC - TABLE 1016.1KITCHEN
DINNING
TRAVEL DISTANCE PROVIDED
200 FT.
REQUIRED
67 x .2 = 13.4 INCHES
917/15 61 OCCUPANTS
60a
B
A
C
K
R
O
O
M
3'-7
3
4
"
5
8
1L&
1M
1
G
1G
67
A
&
B
5'-9
4
'-0
7
1
6
"
4'-4
5
8
"
2
'
-
8
5
1
6
"
P
A
T
IO
2
'-5
"
54
15
60a
60
52B
5
2B
5'-11
3
16
"
1
4
"
10'-10"
74
75
B
A
C
K
R
O
O
M
A
R
E
A
108
M
E
N
'S
T
O
ILE
T
W
O
M
E
N
'S
T
O
ILE
T
1
1
1
3
'-7
3
4
"
1
'-0
1
1
6
"
3
'-3
15
16
"
3
5
16
"
3
'-4
1
1
6
"
ARCHITECTURAL SITE PLAN - reference only (refer to civil for setting out)
SCALE: NTS
1
A1.0
A1.0
AR
CH
IT
EC
TU
RA
L S
IT
E P
LA
N
COURTYARD
SCALE: NTS
2
A1.0
Rev 01
MENU BOARD4
A1.0
SCALE: NTS
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
300 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
11-09-18
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA
MICHAEL LEGG ARCHITECTURE
11.09.18
DUMPSTER ENCLOSURE
SCALE: NTS
3
A1.0
PATIO5
SCALE: NTS
A1.0
3'-0"
53'-6"
11
'-9
"1
1'-9
"1
1'-9
"
35
'-3
"
10
1
2
"
10
1
2
"
61
4122C
9'-7
1
4
"
9'-6"
11'-6
1
2
"
5"
5"
3'-9
3
4
"4
'-1
3
4
"
12
'-4
"
7"
11'-5
1
2
"
3'-4"
2'-0
5
8
"5'-7
3
8
"10
1
8
"5'-7
3
8
"
3'-5"3'-4"
11
7
8
"2'-9
1
8
"
4'-1
1
3
8
"
10
"
5'-7
3
8
"3
'-5
1
2
"
3'-4
"
11
1
2
"
7'-0
5
8
"
5'-3"
17'-7
1
8
"
4'-1
3
4
" 3'-8
1
2
"3'-8
1
2
"
6
3
4
"
11
'-9
7
8
"
FLOOR BASE WALLS CEILING
(F
2)
(T
4)
NO
NE
MA
RL
IT
E F
RP
SM
OO
TH
F
IN
IS
H P
AIN
TE
D G
YP
. B
OA
RD
CO
OL
ER
P
RE
F
IN
IS
H
2" B
LA
CK
B
UL
NO
SE
B
OR
DE
R A
T T
OP
OF
W
AIN
SC
OT
T
IL
ES
VIN
YL
C
OA
TE
D S
HE
ET
R
OC
K T
IL
E
CO
OL
ER
P
RE
F
IN
IS
H
PA
IN
TE
D G
YP
SU
M B
OA
RD
ROOM
NUMBER
ROOM
NAME
101 ENTRY
102 DINNING AREA
103 SERVICE LINE
104 ORDER AREA
105 DRIVE THRU
106 PREP AREA-1
107 PREP AREA-2
108
109
BACKROOM AREA
110
FOYER/CORRIDOR
111 WOMEN'S TOILET
112
113
FREEZER
MEN'S TOILET
WALK-IN-COOLER
ROOM FINISH SCHEDULE
(B
1)
PO
RC
EL
AIN
T
IL
E T
O 4
4'' P
AIN
T A
BO
VE
114
PATIO
GENERAL
SU
PP
LY
A
ND
IN
ST
AL
L
AL
UM
IN
UM
T
RA
NS
IT
IO
N S
TR
IP
BE
TW
EE
N E
PO
XY
FL
OO
R F
IN
IS
H A
ND
C
ER
AM
IC
TIL
ES
AC
OU
ST
IC
AL
T
IL
E 2
4x2
4
IN
SU
LA
TE
D P
AN
EL
115
COURT YARD
BR
US
HE
D C
ON
C.
MA
SO
NR
Y - C
LE
AR
S
EA
LE
D
2'-7
3
4
"
4"
2'-7
3
4
"
2'-7
3
4
"
4"
2'-7
3
4
"
13'-6
1
8
"
2'-7
3
4
"
4"
2'-7
5
8
"
2'-5"
3'-0"
3'-0
"
4'-0
"
5'-0
"
3'-1
0"
3'-2
"
2'-6
3
4
"
33C
61
95
28A&B
30A
13
16
18
14
18
17
88
16
17
96
83
20
73A
24
38A
7A
41
37A;B;C;D
31
30
22
22C
57
59
58
62
63
54
26
23
43B
64D
35A
32C
29B
49
71
43B
25
44A
79 41
39A
90A&B
5110
54
54
54
54
15
46A,B,C,D&E
45
45
64E
43B
54
92
88
88
29A
1&1J
1A&1D
1&1J1&1J1&1J1&1J
95
95
70
38C
36A
36B
34B&C39C
38D
40B
40A
70
70
52A
60a
60
52B
52B
52B
2
4A
1K&1M
1L&1M
1G
1G
1G
1G
1G
1G1G1G
1G
1G
1G
1G
1G
1G
1G
1G
1H
1H
1H
1H
1H
1H
1H
1H1H
1H1H
1H1H
1H
1H
1H1H
1H
1H
1H
39B
67A&B
42
48
5
7'-0
"
3'-0"
2'-0
3
8
"
5"
5'-11
1
8
"
6
22A
39D
1'-1
3
4
"
5"
77A&B
5"
5'-9
1
8
"
11'-2
1
4
"
10
'-1
0"
5'-6
"
16'-9
1
8
"
8'-6
1
4
"
1'-3
5
8
"
1
A9
.0
2
A9.0
3
A9.0
17'-7
1
4
"
2'-7
1
2
"
5"
74
75
29A
5'-7
1
4
"
70
10'-7
3
8
"
4'-4
1
2
"
2'-5
"
2"
5'-4
3
4
"
4'-4
"
2'-8
"1
0"
4'-0
3
8
"
4'-4
5
8
"
4-1
/2
"
5"
5"
5"
5'-7
3
8
"
7'-5
3
4
"
5'-0
7
8
"
9"
2
'
-
81
4
"
11'-1
1
2
"10'-10
1
4
"
3'-9
1
4
"
4
A9
.0
1'-1
5
8
"
5"
34A
3'-0
3
8
"
10
'-9
"
3'-6
7
8
"
3'-10
3
4
"23'-8
1
2
"
10
3
8
"
ENTRY
101
DINNING
AREA
102
SERVICE
LINE
103
DRIVE
THRU
105
PREP
AREA-1
106
BACKROOM
AREA
108
FOYER
109
MEN'S
TOILET
110
WOMEN'S
TOILET
111
FREEZER
112
WALK-IN
COOLER
113
ORDER
AREA
104
3'-4
1
2
"
1K 1N
1J
1K 1K
1K
1N
1J
3'-7
3
4
"
43B
61
95
64D
27
39D
9
8
4'-3
1
4
"
4"
1'-0
1
8
"
3'-4
"
3
1
4
"
3'-4
1
8
"
3
4
"
3
4
"
6"
6'-5 3/4"
3'- 8
1
/4
"
8'-2
3
8
"
5"
2"
1-1
/2
"
5"
2"
6"
1
1
2
"
6'-1
0
3
4
"
5"
16
'-7
1
/2
"
5"2
"
1
1
2
"
5"
2"
1
1
2
"
6"
6'-1
0
3
4
"
6'-9
1
4
"
1'-0"
4'-9
7
8
"
2'-7
"
2'-2
1
8
"
3'-4
"
8'-3 1/2"7'-3 1/4"
4'-4
1
4
"
5'-7
7
8
"
3'-4
"
1
1
4
"3'-4
1
2
"
5'-9
7
8
"
2'-1
1
7
8
"
3"
8'-2"
3'-1
1
1
2
"
3'-4
"
1'-7
1
2
"
A2.0
EQ
UIP
ME
NT
P
LA
N
EQUIPMENT PLAN
SCALE: 1/4" = 1'-0"
1
A2.0
KITCHEN EQUIPMENT SCHEDULE
KITCHEN EQUIPMENT SCHEDULEKITCHEN EQUIPMENT SCHEDULE KITCHEN EQUIPMENT SCHEDULE
KITCHEN EQUIPMENT SCHEDULE
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
300 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
11-09-18
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA
MICHAEL LEGG ARCHITECTURE
08.19.20
RE
V 1
Ad
de
d w
in
do
w m
ullio
n &
hu
rrica
ne
g
la
ss
07.21.2020
33C
45
64E
1&1J
1A&1D
1&1J1&1J1&1J1&1J
52A
60
1K&1M
1L&1M
1G
1G
1G
1G
1G
1G1G1G
1G
1G
1G
1G
1G
1G
1G
1G
1H
1H
1H
1H
1H
1H
1H
1H1H
1H
1H
1H1H
1H
1H
1H1H
1H
1H
1H
8"
8"
8"
8"
1600 lb
1600 lb
1600 lb
Xref K:\DATA\Michael Legg Architecture\Golden Chick\180906 modular\rtu.dwg
R
10'-0"
33C
9'-3
"
1'-8"
17'-5
3
4
"
1'-8
"
2'-8
1
8
"
7'-3
1
8
"
7'-6
1
8
"
3'-3
3
4
"
PLUS 2-1/2" HIGHER
CRICKET
PLUS 2-1/2" HIGHER
CRICKET
FREEZER
CONDENSOR
SLOPE
SLOPE
SLOPE
SLOPE
ICE MACHINE
CONDENSOR
SLOPE
pitch
pocket for
satelite
cable
DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
LOWER LIP OF DOWNSPOUT
OUTLET BY 1" LOWER THAN
ROOF AREA BEHIND
LOWER LIP OF DOWNSPOUT
OUTLET BY 1" LOWER THAN
ROOF AREA BEHIND
LOWER LIP OF DOWNSPOUT
OUTLET BY 1" LOWER THAN
ROOF AREA BEHIND
ACCESS LADDER
MOUNTING RAILS TO BE INSTALLED BY
KES WITH DIRECTION OF ROOF FALL
COOLER
CONDENSOR
PITCH POCKET
FOR ELECTRICAL
FEED - TYPICAL
PITCH POCKET
FOR ELECTRICAL
FEED - TYPICAL
PITCH POCKET FOR ELECTRICAL FEED TO
SIGNAGE - TYPICALTHAT IS ALL PITCH
POCKETS BY CONTRACTOR'S
ELECTRICIAN. REST BY OWNER
PITCH POCKET FOR
ELECTRICAL FEED TO
SIGNAGE - TYPICAL
PITCH POCKET FOR
ELECTRICAL FEED TO
SIGNAGE - TYPICAL
PITCH POCKET FOR
ELECTRICAL FEED
TO LED
PMB TO RUN ELECTRICAL
TO A J-BOX ON THE
UNDERSIDE OF THE ROOF
FOR ALL ELECTRICAL FEEDS
3'-0
1
2
"
5'-5"
3'-9
7
8
" 4'-3
7
8
"
6'-10
1
2
"
10
'-3
1
8
"
11
'-1
3
4
"
2'-7
1
2
"2'-7
1
2
"
8'-9
1
2
" 8'-9
1
2
"
4'-9
1
2
"4'-9
1
2
"
1'-3
3
4
"
5'-8
5
8
"
2'-7
1
2
"
3"
1'-3
1
2
"
3'-4
1
4
"
5'-1
3
4
"1'-3
1
2
"
2'-7
1
2
"1
'-3
1
2
"5
'-6
5
8
"
5'-8
5
8
"1'-3
3
4
"
2'-7
1
2
"1
'-3
1
2
"
3'-4
1
4
"
11'-3"
6'-5
1
8
"
3'-1
0
1
8
"
7'-5
"
14
'-5
"
2'-5
3
8
"
7'-2"
5'-1
1
1
2
"
4'-0
1
8
"
1'-1
0
1
8
"
11
3
8
"
3'-2
1
4
"
5'-1
7
8
" 5'-8
1
8
" 5'-8
1
8
" 5'-8
1
8
"
3'-2
1
4
"
3'-3
5
8
"
3'-2
1
4
"
5"
4'-0"
3'-7
3
8
"
5'-9
3
4
"
2'-10
1
2
"5'-6
1
8
"
CEILING HEIGHT
10'-10"
ALUMINUM DIFFUSERS TO BE PAINTED
COPPER TO MATCH CEILING TILES
D4 TV MEDIA WALL
E
HISTORY MURAL
'G
' 'C
' L
ET
TE
RS
ON
B
RIC
K M
UR
AL
'C'
ICE CREAM
PLEXIGLASS
SIGN
'G'
4'-0
"
3"
2'-0
1
4
"
12
"
12
"
54" AFF
F
C
TV
A
B
6'-1
1
4
"
13'-1
5
8
"
4'-6"
3'-0
1
4
"
2'-1
1
3
4
"
8"
8"
8"
8"
8"
8"
SLOPE
(SEE PLAN)
1'-6"
6" MAX
6'-4"
1'-7"
TOILET PAPER
HOLDER
GRAB BAR
5'-0"
#2
T2
#1
(SEE PLAN)
1'-6"
3'-0"
1'-0" 3'-6" BULLNOSE CAP
5'-0"
3'-3"
3'-3"
RR MURAL
T2
#1
(SEE PLAN)
BULLNOSE CAP
5'-0"
#2
T2
#1
2
2 SIM
3
3 SIM
4
A2.1
5 S
IM
4
5
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
A2.1
(SEE PLAN)
BULLNOSE CAP
BULLNOSE CAP
PAPRIKA
(EB27-1)
SOLID CORE WOOD
DOOR, STAINED
SOLID CORE WOOD
DOOR, STAINED
MIRROR
T2
#1
#4
8'-6"
SOAP DISPENSER
PAPER TOWEL TO
BE OUTSIDE
30" X 40" CLEAR
FLOOR SPACE
SUPPLY & DRAIN
LINES TO BE
INSULATED TYP.
1'-3"
(MIN.)
2'-3"
MIN
.
34"
MA
X.
3'-4"
EX
#1
LAV
NOTE: OSC TO SUPPLY AND INSTALL
LAVATORY BASIN AND MIRROR.
EVERY THING ELSE OTHER THAN
MEP NOTES BY MODULAR
CONTRACTOR
EX
EX
EX
5 S
IM
A2.1
5 S
IM
A2.1
4
A2.1
4
A2.1
4
A2.1
4
A2.1
4
A2.1
2 SIM
A2.1
4
A2.1
5 SIM
A2.1
5 SIM
A2.16
A2.1
6
A2.1
WALL PACK LIGHTING
EXIT LIGHT/
OVERHEAD FAN WITH LIGHT KIT
EMERGENCY EXIT LIGHT
2x4 CEILING GRID LIGHTING
TRACK LIGHT FIXTURE
CAN CEILING LIGHT FIXTURE
WALL SCONCE LIGHT FIXTURE
PENDENT LIGHT FIXTURE
PAINTED GYP CEILING BOARD
FIXED TO U/S OF JOISTS
CL3 - ANTIQUE COPPER CEILING
TILES
ARTWORK LOCATIONS
A. CLUCKY WARHOL
C. SALAD
B. CATFISH
D. CHICKEN SALAD
E. ROAST
F. ROLLS
NOTE: BOTTOM OF ALL PIECES AT 4'-6" AFF AND
CENTERED ON RESPECTIVE WALL HORIZONTALLY
INTEGRAL
FLASHING
COLLAR
ROOFING AS
SPEC. TUCK UP
UNDER RETAINER
RINNAI VENT PIPE
EXTENSION
5" DIAMETER RINNAI
VENT / AIR INTAKE
PIPING ASSEMBLY
RINNAI ROOF
DISCHARGED
TERMINAL
EX ISTING
ABOVE ROOF BY OSC
PITCH POCKETS BY
CONTRACTOR
SEALANT
BETWEEN PIPE
AND FLASHING
PIPE CLAMP
12" DIA. LONG
SWEEP PVC
ELBOW FITTING
SEALANT AT
FLASHING JOINT
ROOF FLASHING
PER ROOFING
TYPE
1" DIA. PVC PIPE
24 GA GALVANIZED METAL
SCUPPER (PRIMED). ALL SEAMS TO BE
SOLDERED
24 GA GALVANIZED METAL
DOWNSPOUT - PAINTED -
FOR COLOR REFER TO
EXTERIOR ELEVATIONS
4" x 4" (VERIFY SIZE WITH
LOCAL CODES)
(VERIFY SIZE WITH
LOCAL CODES)
24 GA GALVANIZED METAL
CONDUCTOR - PAINTED -
FOR COLOR REFER TO
EXTERIOR ELEVATIONS
14" W x 8"D x 12"H
12"W x 6"H (VERIFY SIZE WITH LOCAL CODES)
PROVIDE 24 GA TRANSITION
PIECE TO DOWNSPOUT AS
REQUIRED - PAINT TO MATCH
CONDUCTOR
SOLDER JOINT TYP.
NOTE: VERTICAL GRAB BAR IF
REQUIRED BY STATE LAW
A2.1
RC
P &
R
OO
F P
LA
N
RCP PLAN
SCALE: 1/4" = 1'-0"
1
A2.1
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
300 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
11-09-18
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA
MICHAEL LEGG ARCHITECTURE
08.19.20
ROOF PLAN
SCALE: 1/4" = 1'-0"
2
A2.1
EX/ SUPPLY FAN CURB DETAIL
ROOF TOP UNIT CURB
ROOF REF. LINE DETAIL
SCALE: 1/4 " = 1'-0"A2.1
6
ROOF EXHAUST/HOT WATER HEATER
SCALE: 1/4 " = 1'-0"
D.S. RECEIVER-FLASHING
SCALE: NONE
7
A2.1
DETAIL
ROOFING AS PER DURA-LAST SPECIFICATIONS
R.C.P. LEGEND
INTER LEVATION
SCALE:3/4 " = 1'-0"
2
A2.1
INTER ELEVATION
SCALE:3/4 " = 1'-0"
3
A2.1
INTER ELEVATION
SCALE:3/4 " = 1'-0"
4
A2.1
PLAN
SCALE:3/4 " = 1'-0"
1
A2.1
INTER ELEVATION
SCALE:3/4 " = 1'-0"
6
A2.1
INTER ELEVATION
SCALE:3/4 " = 1'-0"
5
A2.1
T
T
02
TT
T1
M3
M4
M3
M3
17
'-8
"
M3
M4
M4
M6
M4
M2M2
M2
M4
M2
M4
14'-2
5
16
"
2/A
6
.0
DURO LAST COMPRESSION STRIP
COLOR - ADVANCED AIRCRAFT
(#WS9706 ACRY-GLO) PRE-FINISHED
BY OWNERS ROOFING COMPAMY
(bonderized so acrylic paint will properly adhere)
M6
T
02
M4
CONTACT ACME BRICK & FEATHERLITE FOR M1, M2, M3,
M4 & M5 MASONRY PRODUCTS BELOW:
CONTACT : 16121 College Oak Drive San Antonio, TX. 78249 210-493-2612 Office 210-493-2928 Fax T1 12x24 BLACK FOREST GRANITE WALL TILE
- IN702P
CONTACT - DAVID BAILEY210-559-1581
M2 STONE A.Limestone/Sandstone: 1. Type: Ashlar pattern, chopped/split face, coursable limestone 2. Color: Kirby Cream 3. Size: a. Height: 4”, 6”, 8” Face heights b. Length: Random Lengths – 12”-20” c. Thickness: 3”-5” Depths 4. Mortar to be Savannah Ivory: Argos-US.com 5. Stone to be harvested by Kirby Stone Company, LLC and distributed by ACME Brick Company. M3 CAST STONE - WHITE (FIELD CUT TO SUIT
LENGTHS)
- 8"x8"x30" WITH 3/4" CHAMPHER TO TOP
OUTSIDE EDGE (REF 1/A6.1)
- 8"x5"x30" WITH 3/4" CHAMPHER TO TOP
OUTSIDE EDGE (REF 2/A6.0)
- 5"x3-5/8"x30" (REF A4.0)
- 4"x14"x24" (REF 7/A7.2)
- 6"x12"x20" (REF 3/A6.0)
M4 RED BRICK KING SIZE - DENTON DTP BL.
155 VILLAGE - SAVANNAH IVORY MORTAR
M5 BLACK GLAZED KING SIZE BRICK - BUTT
BRICKS TOGETHER AND USE
SAVANNAH IVORY MASONRY MORTAR
M6 METAL LONE STAR WALL SCONCE
BRONZE OR EQUAL APPROVED -
MATERIAL SUPPLIER: 512 636 3272
T
T
02
TT TT
T
02
M3
T1
M3
M4
M4
M4
M4
M4
M2
M5
M2
M2
M2
M4
M3M3 M3
M4
M2
14'-2
3
8
"
14
'-6
3
8
"
22
'-4
1
8
"
T1
EXPANSION JOINT
2/A
6
.0
10'-8
7
8
"
DURO LAST COMPRESSION STRIP
COLOR - ADVANCED AIRCRAFT
(#WS9706 ACRY-GLO) PRE-FINISHED
BY OWNERS ROOFING COMPAMY
(bonderized so acrylic paint will properly adhere)
TT
hurricane glass typ
M4 M4
M3
M4
M4
17
'-8
"
EXPANSION JOINT
1/A
6
.1
5/A
4
.0
DURO LAST COMPRESSION STRIP
COLOR - ADVANCED AIRCRAFT
(#WS9706 ACRY-GLO) PRE-FINISHED
BY OWNERS ROOFING COMPAMY
(bonderized so acrylic paint will properly adhere)
8'-0
"
CEDAR FENCE
1/A
6
.1
SIM
M3 M3
M2
M3M3
DURO LAST COMPRESSION STRIP
COLOR - ADVANCED AIRCRAFT
(#WS9706 ACRY-GLO) PRE-FINISHED
BY OWNERS ROOFING COMPAMY
(bonderized so acrylic paint will properly adhere)
M3
M4
M4
M4
11'-6
1
2
"
14
'-8
1
2
"
9'-5
5
8
"
M6
20
'-2
3
8
"
EXPANSION JOINT
EXPANSION JOINT
2/A
6
.1
GW GW
CEDAR FENCE
M4
M3
M5 M5
M2
2'-8" M
IN
.
1 GA. X 20 1/2" X 6'-0"
SAFETY DOOR (PROVIDE SLOT FOR
LOCK ASSEMBLY)
DOOR HANDLE & 1/8" X 1" X 1"
PLATE WITH 5/8" DIA. HOLE FOR LOCK
ANGLE BRACKET AS
REQUIRED
(MAX 6'-0" SPACING)
1/8" X 20 1/2" X 22"
DIAMOND PATTERN PLATE
SIDE ELEVATION
FOR MOUNTING HEIGHTS
NOTE: SEE EXTERIOR ELEVATION 3/A4
7"
1/4
HINGES ON SAFETY DOOR,
TYP. OF 2
3/4"Ø RUNGS
AT 12" O.C.
FRONT ELEVATION
WALL
BEYOND
NOTE:
PAINT ALL SHERWIN WILLIAMS
(PAPRIKA (EB27-1)
2'-0"
5/A
4.0
ROOF
ANGLE BRACKET AS
REQUIRED
(MAX 6'-0" SPACING)
LEFT SIDE ELEVATION
SCALE:1/4 " = 1'-0"
1
RIGHT SIDE ELEVATION
SCALE:1/4 " = 1'-0"
2
A4.0
A4.0
EX
TE
RIO
R E
LE
VA
TIO
NS
A4.0
FRONT ELEVATION
SCALE:1/2 " = 1'-0"
3
A4.0
MATERIAL LEGEND
REAR ELEVATION
SCALE:1/2 " = 1'-0"
4
A4.0
RE
V 1
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
300 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
11-09-18
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA
MICHAEL LEGG ARCHITECTURE
08.19.20
ROOF LADDER
SCALE: 1 " = 1'-0"
6
A4.0
ROOF LADDER SECTION
SCALE: 1 " = 1'-0"
5
A4.0
Ad
de
d w
in
do
w m
ullio
n &
hu
rrica
ne
g
la
ss
07.21.2020
5
1
2
"
1'-6"
1'-6"
3'-6
9
16
"
1"
1
1
2
"
2"
4"
1'-0
3
4
"
1
1
2
"
2"
1
1
2
"
1
1
2
"
5'-10
11
16
"
4'-4
1
16
"
6
1
8
"
6
1
8
"
11
7
8
"
7-1/2"
11
1
4
"
15'-6"
7-1/2"
6
1
8
"
14'-3"
7
13
16
"
1
1
2
"
2'-9"
4'-11"
7
1
2
"
5'-3"
11
7
8
"
11
7
8
"
7
1
2
"
5
3
4
"
11
7
8
"
11'-7" 5"
7
1
2
"
12'-10"
9'-7"
7
1
2
"
6
1
8
"
7
1
2
"
7
1
2
"6
1
8
"
7
1
2
"
9'-6"
10'-9"
2'-9"
11
1
4
"
7
1
2
"
14'-2"
5
1
2
"
1
1
2
"
1
1
2
"
6'-10
11
16
"
6'-9
5
16
"1'-0
1
16
"4'-9
13
16
"
2'-7"
2'-2
1
8
"
3'-4"
4'-4
1
4
"
5'-7
7
8
"
3'-4"
5'-9
7
8
"
8'-2"
2
1
2
"
2'-9
1
2
"
6
1
8
"
7
1
2
"
7
1
2
"
6
1
8
"
5"
3'-4"
1
3
8
"
4/A5.0
2
1'-0"
8"
5
1
2
"
1
1
2
"
1'-0
3
4
"
5
7
16
"
1'-11 3/4"
11
3
4
"
7
1
2
"
7
1
2
"
typical ADA slope
away from building
1
1
2
"
1
1
2
"
5
1
2
"
vinyl on 1-1/8"
advantech decking to
match modular finish
A5.0
SE
CT
IO
NS
&
F
OU
ND
AT
IO
N P
LA
N
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
02-09-20
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
238 Red Hawk Ridge
San Antonio, Texas 78258
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
MICHAEL LEGG ARCHITECTURE
06.25.2020
1400 O
ld D
ecatu
r R
d., S
agin
aw
, TX
76179. Tarrant C
ounty
Modula
r G
old
en C
hic
k R
esta
urant
LONGITUDINAL SECTION
SCALE:1/4 " = 1'-0"
2
A5.0
WALL SECTION
SCALE:1/2 " = 1'-0"
3
A5.0
FOUNDATION PLAN
SCALE:1/4 " = 1'-0"
1
A5.0
WALL SECTION
SCALE:1/2 " = 1'-0"
4
A5.0
SERVICE VOID
EMBEDDED PLATE
CRAWL SPACE
NOTE: METAL PEAKS TO BE
SUPPLIED AND INSTALLED BY
STARLITE SIGNS
TOP OF TRANSPORTABLE MODULE
TR
AN
SP
OR
TA
BLE
M
OD
ULE
ON
S
IT
E
1
2
"
10 MIL POLY
VAPOR BARRIER
THRU WALL FLASHING & MORTAR NET BY OSC
REF. STRUCTURAL
VOID FORMER
TYPICAL ADA SLOPE AWAY FROM BUILDING
DURALAST TO SLEEVE ON
PLATE SUPPLIED BY OWNER
3&4/A6.0
ST
AT
E A
PP
RO
VE
D
MO
DU
LA
R U
NIT
S
DURO-LAST PARAPET
SYSTEM & 1-1/2" RIGID
INSULATION BY OWNER ON
SLOPED BUTTRESS
DURALAST ON BUILDING
PAPER ON EXTERIOR
SHEATHING. EXTEND OVER
PARAPET THROUGHOUT
ADDED 2x12 TOP PLATE BY OSC
R19 BY OSC
OSC TO ADD ADDITIONAL BRACING
MEMBER AT 24"CC'S & PLYWOOD
SHEATHING. FIXING PER PMB D1 &
PE DRAWINGS
DURO-LAST MEMBRANE
ROOFING & R38 RIGID
INSULATION BY OWNER.
MASONRY PACKAGE BY OSC
MASONRY PACKAGE BY OSC
1'-6"
18" Continuous Grace Bituthene
System Waterproof Membrane and
Conditioner per manufacturers
instructions
3/A6.1
FIN. FLR. = 100'-0"
EXPANSION JOINT W/ SEALANT, TYP.
AT CONCRETE SIDEWALK-PAVING
BUILDING SIGNAGE,
OSC TO PROVIDE
ELECTRICAL
CONNECTIONS
MASONRY VENEER AS PER
ELEVATIONS
1'-4
1
4
"
REF. STRUCTURAL
10 MIL POLY
VAPOR BARRIER
DURO-LAST COMPRESSION
STRIP PREFINISHED BY
ROOFER - NO PAINT
REQUIRED
7"
7-1/2"
2 PART MASONRY ATTACHMENT
1
2
"
6
5
8
"
# 1004X Type III X Screw On
Veneer Anchor
SERVICE VOID
WATERPROOFING
REF. STRUCTURAL
EMBEDDED PLATE
ST
AT
E A
PP
RO
VE
D
MO
DU
LA
R U
NIT
S
5/A6.1
SIM.
1'-0"
1'-6"
18" Continuous Grace Bituthene
System Waterproof Membrane and
Conditioner per manufacturers
instructions
DURO-LAST PARAPET
SYSTEM & 1-1/2" RIGID
INSULATION BY OWNER ON
SLOPED BUTTRESS
DURALAST ON BUILDING
PAPER ON EXTERIOR
SHEATHING. EXTEND OVER
PARAPET THROUGHOUT
ADDED 2x12 TOP PLATE BY OSC
R19 BY OSC
OSC TO ADD ADDITIONAL BRACING
MEMBER AT 24"CC'S & PLYWOOD
SHEATHING. FIXING PER PMB D1 &
PE DRAWINGS
DURO-LAST MEMBRANE
ROOFING & R38 RIGID
INSULATION BY OWNER.
5
1
2
"
MASONRY PACKAGE BY OSC
MASONRY PACKAGE BY OSC
STUD SUPPORT SYSTEM
METAL TUBE (DIA) FLASHED WITH
DURO-LAST BY ROOFER
METAL ANGLE BY OWNER
ME
TA
L P
EA
K B
Y S
TA
RL
IT
E S
IG
NS
3
A6.0
DURO LAST WATER PROOFING
DRESSED OVER TREATED WOOD
BLOCKING TO SUIT BY ROOFER
6" X 20" X 12" CAST
STONE CLOSER BY
ROOFER
RETURN FLASHING
AROUND STONE
CLOSER BY GC
METAL TUBE AND PLATE
SUPPLIED AND INSTALLED BY
OWNER6" X 20" X 12" CAST
STONE CLOSER BY
ROOFER
RETURN FLASHING
AROUND STONE
CLOSER BY ROOFER
METAL PEAK AND FINISH
BY OWNER
METAL TUBE (4"-6"DIA) FLASHED
WITH DURO-LAST BY ROOFER
DURO-LAST
COMPRESSION
STRIP BY ROOFER
DURO-LAST PARAPET SYSTEM
INSTALLED UP AND OVER METAL
PLATE BY ROOFER.
9
1
2
"
STONE VENEER WITH CAVITY W/
1/2 EXT. SHEATING W/ TYVEK ON
FRAMING AS PER STRUCT
WALL SECTION
SCALE:3/4 " = 1'-0"
1
A6.0
WA
LL S
EC
TIO
NS
A6.0
WALL SECTION
SCALE:3/4 " = 1'-0"
2
A6.0
METAL PEAK SECTION
SCALE:3/4 " = 1'-0"
3
A6.0
METAL PEAK ELEVATION
SCALE:1/2"=1'-0"
4
A6.0
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
300 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
11-09-18
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA
MICHAEL LEGG ARCHITECTURE
08.19.20
FIXING AS D1 & A6.0
STEEL LINTEL
THRU WALL FLASHING
PAINT, TYP.
SHIM AND SEALANT
W/ BACKER ROD, TYP.
WEEP HOLES
MORTAR NET TYP
CONTINUOUS BACKER
ROD & SEALANT
(BEYOND)
(BOTH SIDES)
STONE VENER
PAINTED
STEEL LINTEL
AND MEMBRANE
FLASHING
W/ TYVEK-USE DUPONT FLEXWRAP AT DOORS/WINDOWS
1/2" SHEATHING
BLACK WALL TILE
1
1
2
"
THRU WALL FLASHING
MASONRY TIES
W/ TYVEK
TILE, THIN SET
ON 4X8X16 CMU
CAULK INFILL
MORTAR NET TYP
4"
1
1
2
"
1'-6"
MASONRY VENEER AS
PER ELEVATIONS
1
1
2
"
7/A2.1
SIM.
Duro-Fleece
membrane
Duro-Last caulk or
strip mastic
WEEPS @ 16" O.C., TYP.
THRU WALL FLASHING
MORTAR NET TYP
EXPANSION JOINT W/ SEALANT, TYP.
AT CONCRETE SIDEWALK-PAVING
1
1
2
"
REF. STRUCTURAL
CAULK INFILL
7-1/2"
SERVICE VOID
WATERPROOFING
REF. STRUCTURAL
EMBEDDED PLATE
ST
AT
E A
PP
RO
VE
D
MO
DU
LA
R U
NIT
S
1'-0"
1
1
2
"
8"
10 MIL POLY
VAPOR BARRIER
18" Continuous Grace Bituthene System
Waterproof Membrane and Conditioner
DURO-LAST COMPRESSION
STRIP PREFINISHED BY
ROOFER - NO PAINT
REQUIRED
5
1
2
"
1'-6"
2 PART MASONRY ATTACHMENT
# 1004X Type III X Screw On
Veneer Anchor
MASONRY PACKAGE BY OSC
1
2
"
FIN. FLR. = 100'-0"
WEEPS @ 16" O.C., TYP.
AND BASE FLASHING
2
7
8
"
FIN. FLR. = 100'-0"
9'-0" A.F.F.
11'-0" A.F.F.
4/A6.1
MASONRY VENEER PER ELEVATIONS W/
TYVEK,
1
2
" RECESSED BLACK BRICK,
MITER CUT AT JAMB RETURNS SO
ONLY BLACK IS VISABLE., TYP.
(BEYOND)
MASONRY VENEER PER
ELEVATIONSW/ 1/2" SHEATHING W/
TYVEK 2x6 FRAMING
NOTE: CANOPIES TO BE
SUPPLIED AND
INSTALLED BY STALITE
SIGNS
1
2
"
RECESSED BLACK BRICK, RE:
BUILDING ELEVATIONS
CMU BLOCK INFILL RECESSED
1/2". USE SEISMIC TIES AND
MESH TO BOND WITH MASONRY
ON SIDES.
ALLOW FOR 3/4"MAX TOLERANCE
TO SIDES AND TOP. COORDINATE
WITH STARLITE SIGNS. CAULK
SURROUNDS TO MATCH STONE
METAL COUNTER FLASHING
THRU WALL FLASHING
WEEP HOLE
3
4
"
THRU WALL FLASHING &
TYPICAL TO ALL CANOPIES
5/A6.2
SIM.
1
2
" RECESSED BLACK BRICK,
MITER CUT AT JAMB RETURNS SO
ONLY BLACK IS VISABLE., TYP.
(BEYOND)
W2
THRU WALL FLASHING
WEEP HOLE
9-3/4"
2-1/5"
7"
FLASHING AND SEALANT
FLASHING AND SEALANT
2-1/4"
EXPANSION JOINT W/ SEALANT, TYP.
AT CONCRETE SIDEWALK-PAVING
5-1/2"
REF. STRUCTURAL
WATERPROOFING
REF. STRUCTURAL
EMBEDDED PLATE
1'-0"
8"
10 MIL POLY
VAPOR BARRIER
1'-6"
18" Continuous Grace Bituthene System
Waterproof Membrane and Conditioner
ST
AT
E A
PP
RO
VE
D
MO
DU
LA
R U
NIT
S
INTER. AND EXTER.
S.S. WINDOW SILLS
CORDINATE WITH
DRIVE-THRU WINDOW
WIDTH AND PROFILE.
3'-0
"
FLASHING AND SEALANT
FLASHING AND SEALANT
9
1
2
"
8"
DURO-LAST PARAPET
SYSTEM & 1-1/2" RIGID
INSULATION BY OWNER ON
SLOPED BUTTRESS
DURALAST ON BUILDING
PAPER ON EXTERIOR
SHEATHING. EXTEND OVER
PARAPET THROUGHOUT
ADDED 2x12 TOP PLATE BY OSC
R19 BY OSC
OSC TO ADD ADDITIONAL BRACING
MEMBER AT 24"CC'S & PLYWOOD
SHEATHING. FIXING PER PMB D1 &
PE DRAWINGS
DURO-LAST MEMBRANE
ROOFING & R38 RIGID
INSULATION BY OWNER.
MASONRY VENEER AS PER
ELEVATIONS
MASONRY PACKAGE BY OSC
A6.1
WA
LL S
EC
TIO
NS
HEAD DETAIL
SCALE: 1
1
2
" = 1'-0"
3
A6.1
SILL DETAIL
SCALE: 1
1
2
" = 1'-0"
5
A6.1
AWNING DETAIL
SCALE: 1
1
2
" = 1'-0"
4
A6.1
WALL SECTION
SCALE:3/4 " = 1'-0"
1
A6.1
WALL SECTION
SCALE:3/4 " = 1'-0"
2
A6.1
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
300 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
11-09-18
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA
MICHAEL LEGG ARCHITECTURE
08.19.20
Rev
1
DURALAST ON MEMBRANE
BACKER SHEET ON PLYWOOD AS
PER MANUFACTURERS SPEC.
STONE, OR BRICK
ON
1
2
" SHEATHING
ON 6" STUD FRAMING
DURALAST TO WRAP OVER
COPING
R-38 INSULATION BOARD
5/8" PLYWOOD
Snap-on
base
2-piece compression
metal cover painted
by contractor
Duro-Last caulk or
strip mastic
Duro-Fleece
membrane
Duro-Last
adhesive
Approved
substrate
Membrane should extend beyond
approved substrate by 1-inch.
Duro-Last membrane
same thickness as
Duro-Fleece membrane
(field weld)
Duro-Fleece membrane
Duro-Last
Membrane
4" HIGH X 12" WIDE 24
GAUGE GALV. METAL
SCUPPER
PRE-FABRICATED PAINTED
ALUM. LEADER BOX
8"
8"
6"
OVERFLOW
FASTEN FLASHING
AS RECOMMENDED
BY S.P.R. MFR.
COMMERCIAL GRADE
SEAMLESS ALUM.
DOWNSPOUT FLASH
BACKSIDE TO MET.
SCUPPER & ROOFING
2"
MA
X.
ROOFING
DURO LAST PARAPET
SYSTEM
3/4" PLYWOOD
8"
MIN
.
DURO LAST FLASHED INTO
SCUPPER
6'-0"
2'-0" 4'-0"
CONCRETE SIDEWALK
CONCRETE RAMP WITH
TOOLED JOINTS @ 4" O.C.
RETURNED CURB AT SIDES
OF RAMP, MAINTAIN LEVEL
WITH SIDEWALK AND TOP OF
CURB AT PAVEMENT
CONCRETE PAVEMENT
SLO
PE
1:12
PARKING SIGNAGE - REF. 14 &15/A7.0
CONCRETE RAMP AND FLARED SIDES
WITH 3/4" WIDE, 1/4" DEEP TOOLED
JOINTS @ 2" O.C.
CONCRETE SIDEWALK
LAY DOWN CURB AT RAMP FLARED
SIDES
SLOPE 1:12SLOPE 1:12
SL
OP
E 1
:1
2
CONCRETE PAVEMENT
SYMBOL OF ACCESSIBILITY - REF.
4/G1.3, CENTER IN PARKING SPACE
6'-0
"
4'-0
"
3'-0"
8'-0"
5'-0" @ "A"
8'-0" @ "B"
8'-0"
REFER SITE PLAN
INTERNAL CONCRETE STAIN CENTER
AREA. COLOR RED
MIN
REFER TO CIVIL FOR ADA SITE CODE
INFORMATION
GRID FOR LAYOUT PURPOSES ONLY
MASONRY VENEER W/ MASONRY ANCHORS 16"
O.C. EACH WAY
TYVEK ON 1/2" EXTERIOR GYPSUM SHEATHING
ON STUD FRAMING
CONTINUOUS RUBBERIZED ASPHALT SHEET
FLASHING WITH WEEP HOLES @ 24" O.C., LAP
TYVEK OVER FLASHING 6"
MORTAR NET
HARDWARE CLOTH AND GROUT BELOW
FLASHING
CONTINUOUS GALVANIZED 5"x3 1/2"x3/8" LOOSE
STEEL ANGLE - PAINTED
SHIM AND SEALANT BOTH SIDES
HOLLOW METAL
R19 BATT INSTALLATION
TYVEK OVER 1/2" GYP. SHEATHING
MASONRY
CONT. 4"x4"x16" GA.
GALV. CLIP ANGLE TO TOP OF FRAME
MASONRY ANCHORS 16" O.C. EACH WAY
SHIM AND SEALANT
HOLLOW METAL
R19 BATT INSTALLATION
2'-4
3
4
"
6
1
4
"
6
1
4
"
4'-0
1
16
"
3'-8"
1'-4
7
16
"
6
1
4
"6
1
4
"
11
2'-2
1
16
" 4'-5
1
2
" 2'-2
3
16
"
3'-4
"
3'-8
1
16
"
Field
Weld
Field
Weld
WALL CAP DETAIL
SCALE: 1 1/2 " = 1'-0"
7
WALL DRAIN DETAIL
SCALE: 3/4 " = 1'-0"
8
ACCESSIBLE RAMP
WHERE APPLICABLE
SCALE: 1/4 " = 1'-0"
03
ACCESSIBLE SPACE AND RAMP
SCALE: 1/4 " = 1'-0"
04
SYMBOL OF ACCESSIBILITY
SCALE: 1/4 " = 1'-0"
02
A7.1
DE
TA
ILS
A7.1
A7.1
A7.1
A7.1
A7.1
PLAN DETAIL
SCALE: 1 " = 1'-0"
13
A7.1
PLAN DETAIL
SCALE: 1 " = 1'-0"
16
A7.1
PLAN DETAIL
SCALE: 1 " = 1'-0"
14
A7.1
DOOR HEAD DETAIL
SCALE: 1 1/2 " = 1'-0"
9
A7.1
WINDOW HEAD DETAIL
SCALE: 1 1/2 " = 1'-0"
10
A7.1
DOOR JAMB DETAIL
SCALE: 1 1/2 " = 1'-0"
11
A7.1
WINDOW JAMB DETAIL
SCALE: 1 1/2 " = 1'-0"
12
A7.1
PLAN DETAIL
SCALE: 1 " = 1'-0"
17
A7.1
PARAPET BASE ROOF DETAIL
SCALE: 1 1/2 " = 1'-0"
19
A7.1
NOTE:
FLEXWRAP
TO BE USED
AT ALL DOORS
& WINDOWS
A7.1
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
300 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
11-09-18
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA
MICHAEL LEGG ARCHITECTURE
08.19.20
2'-0
"7
'- 4
"
CAST STONE
CONT. 8" BONDBEAM W/ 1-#4 CONT.
REBAR TOP & BOTTOM. FILL W/ GROUT
BRICK VENEER
8" CMU W/ HORIZONTAL MASONRY
REINFORCEMENT @ 16" O.C.
#4 @ 16" O.C. VERTICAL REINFORCING
CENTERED IN GROUTED CELLS
6" CONCRETE SLAB ON GRADE REINF.
W/ #4 @ 18" O.C. EA. WAY AT SLAB
MID-DEPTH
FINISH PAVING
#3 @ 18" O.C., 12" VERT. & 18" HORIZ.
REINF. BEAM W/ CONT. 2-#5 TOP &
BOTTOM AND #3 STIRRUPS @ 18" O.C.
1'-4"
#4x4'-0" DOWEL
@ 16" O.C.
CENTERED
4"
TOP OF MASONRY
1'-2"
WEEPHOLES - ONE BRICK EVERY 6
BRICKS TO COURTYARD
EDGE OF PAVEMENT
6 MIL VAPOR BARRIER
9"6"
6'-0"
6"x6" NOMINAL PRECAST WHEEL STOP
#5 REBAR 2'-0" LONG
PVC CONDUIT
#3 STEEL TIES
2'-0"
#4 VERTICAL
6 3/4"
TYP.
GALVANIZED
ANCHOR BOLTS
ON 10" DIA.
PATTERN
NO GROUT
GRADE
#4 VERTICAL
PVC CONDUIT FROM MAIN
ELEC. PANEL OR FROM
PREVIOUS LIGHT BASE IN
SERIES. SEE UTILITY PLAN.
3/4" CHAMFER ALL AROUND
WITH PREMOLDED FORM
STRIP.
SQUARE STEEL PRE-PAINTED
EXCAVATION SHALL BE BY
AUGER INTO UNDISTURBED
OR COMPACTED SOIL AND
EXPOSED BASE ABOVE
GRADE SHALL BE FORMED &
FINISHED AS PER
SPECIFICATIONS FORM TO
FULL DEPTH IF REQUIRED TO
PREVENT CAVE-IN.
#3 STEEL TIES @ 18" o.c. MAX.
1 1/2"
4"
2'-0"
2'-6"
3"
6"
1'-6"
ELEVATION OF TOP
PAVEMENT
1" DIA. x 4" x 36" LONG
ANCHOR BOLTS W/ (2) NUTS &
(2) WASHERS EACH.
NOTE:
CONCRETE CURB
NOT SHOWN SEE
SITE PLAN FOR
EXACT
CONDITIONS
3" C
LR
.
DIA.
2'-0"
5'-0" F
OR
H
AR
D S
OIL - C
HE
CK
W
IT
H E
NG
IN
EE
R F
OR
S
OF
T/C
LA
Y C
ON
DIT
IO
NS
YARD LIGHT NOTES:
1. VERIFY ALL PAVING NOTES & DETAILS W/ CIVIL DWGS. AND SOILS
REPORT
2. COORDINATE LOCATION WITH ELECTRICAL SITE PLAN.
3. VERIFY FIXTURE TYPE W/ OWNER PRIOR TO CONSTRUCTION.
4. DRESS LIGHT POLE BASE IMMEDIATELY UPON REMOVAL OF
SONOTUBE/FORM.
5. FIELD VERIFY YARD LIGHT LOCATION AND ENSURE A MINIMUM OF 10'-0"
FROM ANY OVERHEAD LINES, ADDITIONAL RESTRICTIONS MAY APPLY BY
CITY ORDINANCE, COORDINATE WITH POWER COMPANY.
6' O.C. Nom.
He
ig
ht - 3
6"
1'-9
" M
in
.
Fo
otin
g d
ep
th
2" N
om
.
3
2
3
15
16
"TYPICAL
34" x .045" Picket
6
13
16
"
9
3
8
"
8"
NOTES: Supplier - Austin Fencesupplier 512-312 46991.) Black wrought iron fence either
bolted or concreted into concrete 2.) Color - black powder coated 3.) 16" Texas star to every 2nd panel 4.) Allow for ADA self closing gates as per plan 5.) Supplier to provide shop drawing
NOTE:CONTRACTOR TO PROVIDE SHOP DRAWINGPERGOLA TO BE STAINED AS PER MATERIAL ANDPAINT SCHEDULE
1/4"x2"x8 3/4" METAL
LATCH BAR WITH 1/2"
METAL DOWEL WELD TO
BAR
LATCH PLATE WELDED
TO STEEL ANGLE
WELDED TO GATE
CHANNELS
INSTALL 1/2"x2" ZINC
COATED HEX-HEAD
BOLT WITH (2) 1/2-13
LOCKING NUTS, TACK
WELDED, AND 1/2"
WASHERS BOTH SIDES
NOTE:
LL STEEL SHALL BE CLEAN AND
RUST FREE. GRIND ALL EDGES
SMOOTH TO 1/4" RADIUS CORNER.
ALL STEEL MEMBERS AND STEEL
DECK SHALL BE PRIMED AND
PAINTED.
2
X.X
8
3
4
"
4"
1
1
2
"
2"
1"
1
4
"
1"
MAX
1
4
"
1
2
"
6"
4"
2"
3"
1"
1"
1'-0"
PAINT INTERIOR WALLS - COLOR
TO MATCH STONE COLOR
HORIZ. MASONRY REINFORCEMENT
@ 16" O.C.
(3) HEAVY DUTY EXPOSED GATE
HINGES 24" O.C. ON STEEL TUBE
C4x5.4 STEEL CHANNEL FRAME
1 1/2" 18g METAL ROOF DECK IN
CHANNEL FRAME
SIM.FOOTING AS BOLLARD
HEAVY DUTY CANE BOLT
NOTE:
ALL MATERIALS SHALL
MATCH BUILDING.
2
A7.2
CAST STONE
4"x4" STEEL TUBE
2"x2"x3/16" ANGLE BRACE
HEAVY DUTY CANE BOLT
DUMPSTER GATE
CURB
NOTE:
ALL MATERIALS SHALL
MATCH EX. DUMPSTER.
7'-4
"
4'-0
"
BRICK
PB
1&5
A7.2
METAL FACE - 18 g
PAINT PAPRIKA
1/4" P
ER
F
OO
T
SLO
PE
T
O D
RA
IN
7
A7.2
3/A7.2
1'-0" 1'-0"
2'-0" 4'-0"
1'-0"
2'-0"
1'-6"
6" DIA. PIPE BOLLARD
PAINTED.
1/2" ASPHALTIC EXPANSION
JOINT
CONCRETE CURB
6" DIA. PIPE BOLLARD
PAINTED.
DUMPSTER GATE
7
A7.2
PB PB
PB
PB
PB
PB
7
A7.2
6" CONCRETE SLAB
W/ #4 @18" O.C.E.W.
10'-0"
8'-8"
12'-6"
similar footing to
bollard footing
detail
18"
3'-0"
5"
6"
1'-9"
3"3"
STEEL BOLLARD
SEE 16/A7.0
5'-0"
10'-0"
LATCH PLATE WELDED
TO STEEL ANGLE
WELDED TO GATE
CHANNELS
1/4"x2"x8 3/4" METAL
LATCH BAR WITH 1/2"
METAL DOWEL WELD TO
BAR
DUMPSTER- PLAN
SCALE: 3/8 " = 1'-0"
6
GATE LATCH DETAIL
SCALE: 3/8 " = 1'-0"
5
A7.2
DE
TA
ILS
A7.2
A7.2
LIGHT POLE
SCALE: 1/4 " = 1'-0"
9
A7.2
SCALE: 1/2 " = 1'-0"
7
A7.2
DUMPSTER & COURTYARD SCREEN WALL SECTION
PARKING BARRIER
SCALE: NONE
10
A7.2
PAVING DIRECTION ARROWS
SCALE: NONE
11
A7.2
PATIO FENCING
SCALE: NONE
12
A7.2
SCALE: 1/2 " = 1'-0"
13
A7.2
8"X8" STANDARD PERGOLA - 14'X14'
DUMPSTER ELEVATION
SCALE: 3/8 " = 1'-0"
3
A7.2
GATE LATCH DETAIL
SCALE: 3/8 " = 1'-0"
1
A7.2
GATE HINGE DETAIL
SCALE: 3/8 " = 1'-0"
2
A7.2
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
300 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
11-09-18
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA
MICHAEL LEGG ARCHITECTURE
08.19.20
T
T
02
T TT T
T
02
3'-1
1
13
16
"
5'-0
11
16
"
PAINT ELEC
OUTLETS TO
MATCH WALL
COLOR TYP.
1
1
2
"
2'-6"
WATER
SUPPLY
EXTERIOR LIGHT
LOCATION
EXTERIOR LIGHT
LOCATION
EXTERIOR LIGHT
LOCATION
EXTERIOR LIGHT
LOCATION
EXTERIOR
SIGNAGE
LOCATION
EXTERIOR
LED
LOCATION
EXTERIOR LIGHT
LOCATION
9'-0
"
REST ROOM
EXTERIOR
SIGNAGE
LOCATION
5'-5
3
4
"
3'-6
"
2'-1
0"
FRP
MENU BOARD
TV
TV
TV
TV
4'-1
0"
POWER & DATA BOXES
STUBBED TO ABOVE
CEILING IN WALL
OPEN SIGN
ELECTRICAL CONNECTIONS ABOVE ROOF BY SITE ELECTRICIAN
G
C
'G' 'C' LETTERS
ON BRICK MURAL
Rowlett Lease Space Permit Set
COLOR #1
BALANCED
BEIGE (SW7037)
COLOR #1
BALANCED
BEIGE (SW7037)
COLOR #1
BALANCED
BEIGE (SW7037)
T3
T2
T3
T2
Vinyl ribbon to be installed below ceiling grid 6" of black at the
top, 2" of marigold in the middle, and 4" of parpika on the
bottom - provided and installed by Owner
COLOR #1
BALANCED
BEIGE (SW7037)
7'-1
7
8
"
T2
T3
T3
T3
ROAST SIGN
1"X4" WOOD
TRIM PAINTED
BLACK
T5 KAURI BRIGHT
TILE - 7" STAGGER
T5
ICE CREAM
PLEXIGLASS
SIGN
T2
T3
1"X4" WOOD
TRIM PAINTED
BLACK
T3
T2
T5 - 7" STAGGER
COLOR #1
BALANCED
BEIGE (SW7037)
T3 T3
T2 T2
HISTORY MURAL
T3
T2
COLOR #1
BALANCED
BEIGE (SW7037)
COLOR #1
BALANCED
BEIGE (SW7037)
NOTE: BOTTOM OF ALL PIECES AT 4'-6" AFF AND
CENTERED ON RESPECTIVE WALL HORIZONTALLY
SIGNAGE
PRODUCT
PROVIDED
BY OWNER
INSTALLED
BY
CONTRACTOR
SIGNAGE
PRODUCT
PROVIDED
BY OWNER
INSTALLED
BY
CONTRACTOR
SIGNAGE
PRODUCT
PROVIDED
BY OWNER
INSTALLED
BY
CONTRACTOR
SIGNAGE
PRODUCT
PROVIDED
BY OWNER
INSTALLED
BY
CONTRACTOR
SIGNAGE
PRODUCT
PROVIDED
BY OWNER
INSTALLED
BY
CONTRACTOR
SIGNAGE
PRODUCT
PROVIDED
BY OWNER
INSTALLED
BY
CONTRACTOR
INTERIOR WALL TILE
(13 x 13) CANTANA
RUBY
PORCELAIN FLOOR
TILE 13X13
RAGNO USA A399 GOLD RUSH 13x13 WESTERN STONE
FROM MARAZZI T&S. USE MAPEI #110 CARAMEL GROUT
LUNGARNO CERAMICS BLACK
FOREST POLISHED - CONTACT
DAVID BAILEY 210-559-1581
USE MAPEI #10 BLACK GROUT
T4
T1
EXTERIOR WALL TILE
(12 x 12)
T2
USE LATICRETE #58 TERRA COTTO
GROUT. CONTACT EDDIE LARA 956
-258 5157 [email protected]
T3 BULLNOSE TILE 2X6
AMERICAN OLEAN 2X6 BLACK GLOSS
BULLNOSE TILE S4269 WITH 2X2 WALL
CORNERS SN4268 WITH MAPEI #10
BLACK GROUT - CONTACT DAVID
BAILEY 210-559-1581
T5
KAURI BRIGHT
COUNTER ASSEMBLED BY OSC
Vinyl ribbon to be installed below ceiling grid 6" of black at the
top, 2" of marigold in the middle, and 4" of parpika on the
bottom - provided and installed by Owner
Vinyl ribbon to be installed below ceiling grid 6" of black at the
top, 2" of marigold in the middle, and 4" of parpika on the
bottom - provided and installed by Owner
ARTWORK LOCATIONS
A. CLUCKY WARHOL
C. SALAD
B. CATFISH
D. CHICKEN SALAD
E. ROAST
F. ROLLS
A9.0
INTERIOR ELEVATION
SCALE:3/8 " = 1'-0"
2
A9.0
INTERIOR ELEVATION
SCALE:3/8 " = 1'-0"
3
A9.0
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
300 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
11-09-18
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA
MICHAEL LEGG ARCHITECTURE
08.19.20
INTERIOR ELEVATION
SCALE:3/8 " = 1'-0"
1
A9.0
IN
TE
RIO
R E
LE
VA
TIO
NS
INTERIOR ELEVATION
SCALE:3/8 " = 1'-0"
4
A9.0
SP1.0
SPECIFICATIONS
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
300 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
11-09-18
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA
MICHAEL LEGG ARCHITECTURE
08.19.20
EXTERIOR COMPRESSION DURA-LAST METAL CAP PAINTED WITH ADVANCED
AIRCRAFT (#WS9706 ACRY-GLO) PAINT
SP2.0
SPECIFICATIONS
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
300 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
11-09-18
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA
MICHAEL LEGG ARCHITECTURE
08.19.20
SP3.0
SPECIFICATIONS
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
300 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
11-09-18
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA
MICHAEL LEGG ARCHITECTURE
08.19.20
GENERAL CONDITIONS
1. BUILDING AND DESIGN CODES:
A. INTERNATIONAL BUILDING CODE 2015
B. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
C. ACI DETAILING MANUAL LATEST EDITION, PUBLICATION SP-66
D. STRUCTURAL WELDED WIRE REINFORCEMENT MANUAL OF STANDARD PRACTICE, WIRE
REINFORCEMENT INSTITUTE
E. CRSI MANUAL OF STANDARD PRACTICE, THE LATEST EDITION
2. DESIGN LOADS:
A. LIVE LOADS: UNIFORM
ROOF 20
ROOF LIVE LOADS ARE PERMITTED TO BE REDUCED PER SECTION 1607.10
B. DEAD LOADS:
ROOF DEAD LOAD 20
C. WIND LOADS:
ULTIMATE WIND SPEED: 115 MPH
EXPOSURE: C
INTERNAL PRESSURE COEFFICIENT: Gcp=+/- 0.18
COMPONENTS AND CLADDING
ROOF
ZONE 1 10 SF = +7.4/-18.3
100 SF = +5.9/-16.8
ZONE 2 10 SF = +7.4/-30.7
100 SF = +5.9/-19.9
ZONE 3 10 SF = +7.4/-46.2
100 SF = +5.9/-19.9
WALL
ZONE 4 10 SF = +18.3/-19.9
100 SF = +15.2/-16.8
ZONE 5 10 SF = +18.3/-24.5
100 SF = +15.2/-19.9
RISK CATEGORY II
D. SNOW LOADS
Pg= 5 PSF
IMPORTANCE FACTOR (I) = 1.0
EXPOSURE FACTOR (Ce) = 1.0
THERMAL FACTOR (Ct)= 1.0
FLAT ROOF LOAD Pf = 0.7(Ce)(Ct)(I)(Pg) = 3.5 PSF
E. SEISMIC LOADS:
SEISMIC RISK CATEGORY II
SITE COEFFICIENT
Fa = 1.6
Fv = 2.4
Ss= 0.072
S1=0.033
Sds: 5% DAMPED DESIGN SPECTRAL RESPONSE ACC.
FOR SHORT PERIODS =0.077
SD1: 5% DAMPED DESIGN SPECTRAL RESPONSE ACC.
FOR 1-SECOND PERIOD = 0.053
BASIC SEISMIC-FORCE-RESISTING SYSTEM:
ORDINARY PLYWOOD SHEAR WALLS
SEISMIC DESIGN CATEGORY = A
SITE CLASS D
3. GENERAL REQUIREMENTS:
A. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING WORK OR FABRICATING
MATERIALS. NOTIFY A/E OF DISCREPANCIES BEFORE PROCEEDING WITH ANY PHASE WORK.
B. VERIFY THE LOCATION OF CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS,
PADS, AND WALL OPENINGS.
C. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS.
D. DETAILS LABELED "TYPICAL DETAILS" ON DRAWINGS APPLY TO SITUATIONS OCCURRING ON
THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH
DETAILS APPLY WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION. NOTIFY
ENGINEER OF CONFLICTS REGARDING APPLICABILITY OF "TYPICAL DETAILS".
E. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON POURED OR ERECTED
FLOORS/ROOFS IN EXCESS OF 80 PERCENT OF LIVE LOAD. GENERAL CONTRACTOR WILL
ENSURE THAT ALL SUB-CONTRACTORS ARE INFORMED OF LOADING RESTRICTIONS. AVOID
IMPACT WHEN PLACING MATERIALS ON POURED OR ERECTED FLOORS OR ROOF.
F. THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THE
CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. PROVIDE
ALL MEASURES REQUIRED TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS
DURING CONSTRUCTION; INCLUDING BRACING, SHORING FOR CONSTRUCTION EQUIPMENT,
SHORING FOR THE BUILDING, FORMS AND SCAFFOLDING, SHORING OF RETAINING WALLS AND
OTHER TEMPORARY SUPPORTS AS REQUIRED. COMPLY WITH APPLICABLE REQUIREMENTS OF
OSHA AND OTHER GOVERNING BODIES HAVING JURISDICTION AT THE SITE.
G. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS NOT SHOWN AND FOR EXACT LOCATIONS
OF ALL SLAB DEPRESSIONS. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL SECTIONS
WITH ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR
TO FABRICATING OR INSTALLING STRUCTURAL MEMBERS.
FOUNDATION
1. FOUNDATION DESIGN IS BASED UPON THE GEOTECHNICAL ENGINEERING STUDY ENTITLED
"GEOTECHNICAL ENGINEERING STUDY, REFUGIO GOLDEN CHICK RESTAURANT, 300 N. ALAMO
STREET, REFUGIO, TEXAS, 78377" BY T.S.I. LABORATORIES, INC. DATED NOVEMBER 12, 2018.
PROJECT NO. V-181367-18736.
2. COORDINATE STRUCTURAL PLANS AND DETAILS WITH REQUIREMENTS OF GEOTECHNICAL REPORT.
FOUNDATION DESIGN IS BASED ON 1,200 PSF ALLOWABLE BEARING CAPACITY FOR TOTAL NET LOAD.
3. CONTRACTOR SHALL TREAT SOIL BELOW SLAB FOR TERMITES.
4. PROTECT PIPES AND CONDUITS RUNNING THROUGH WALLS AND SLABS WITH 1/2 INCH EXPANSION
MATERIAL. LOWER CONTINUOUS FOOTINGS AND GRADE BEAMS PERPENDICULAR TO PIPE RUNS TO
ALLOW PIPES TO PASS ABOVE THE FOOTINGS OR THROUGH THE GRADE BEAMS. ALTERNATIVELY,
PROVIDE A CONCRETE JACKET IF PIPES ARE LOW ENOUGH TO BE PLACED BELOW THE FOOTINGS
AND GRADE BEAMS. LOWER FOOTINGS AND GRADE BEAMS PARALLEL TO PIPE RUNS TO AVOID
SURCHARGE ONTO ADJACENT TRENCH EXCAVATIONS.
5. MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE PLACED.
6. ARRANGE FOR OWNER'S INDEPENDENT TESTING AGENCY TO MONITOR CUT AND FILL OPERATIONS
AND PERFORM FIELD DENSITY AND MOISTURE CONTENT TESTS TO VERIFY COMPACTION AND
APPROVE FOOTING SUBGRADES PRIOR TO PLACING CONCRETE.
7. DO NOT PLACE FOOTINGS OR SLABS AGAINST SUBGRADE CONTAINING FREE WATER, FROST, OR ICE.
8. MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE SURFACE RUNOFF AWAY
FROM STRUCTURES AND TO PREVENT PONDING OF SURFACE RUNOFF NEAR THE STRUCTURES.
SUBGRADE PAD PREPARATION RECOMMENDATIONS
1. UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE
LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE
DIRECTLY BENEATH THE BUILDING AND 2 FEET BEYOND. THE PORTION OUTSIDE THE BUILDING
SHOULD BE CAPPED BY A ONE FOOT LAYER OF COMPACTED COHESIVE CLAY PER THE
GEOTECHNICAL REPORT. BUILDING IS REFERRING TO AND INCLUDES ALL AREAS AS SHOWN ON
SHEET S2.0. THE 10 MIL VAPOR RETARDER DOES NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL
BUILDING.
2. ALL VEGETATION, CONCRETE, STUMPS, BRUSH, ABANDONED STRUCTURES, ROOTS, RUBBISH, AND
ANY OTHER UNDESIRABLE MATTER SHOULD BE REMOVED AND STRIPPED TO THE PAD BEARING
ELEVATION.
3. EXCAVATE TWO AT LEAST ONE FOOT BELOW FINISH PAD ELEVATION.
4. THE SUBGRADE BELOW SURFICIAL CLAYS SHOULD THEN BE PROOFROLLED WITH A LOADED WATER
TRUCK.
5. THE SUBGRADE SHOULD BE SCARIFIED 9” DEEP MINIMUM AND BE MOISTURE CONDITIONED AND
COMPACTED TO 95% STANDARD PROCTOR DENSITY AT LEAST 2% ABOVE OPTIMUM MOISTURE.
6. PAVEMENT AND/OR FLATWORK SHOULD BE PLACED AGAINST THE BUILDING PERIMETER TO
PROTECT THE SELECT FILL FROM WETTING AND DRYING. ANY PLANTERS AGAINST THE BUILDING
SHOULD BE PLACED IN WATERTIGHT BOXES. THE INTENT OF THESE RECOMMENDATIONS IS TO
REDUCE POTENTIAL SOIL MOVEMENTS WHILE MINIMIZING POTENTIAL SURFACE WATER SEEPAGE
INTO THE SELECT FILL. FUTURE SEEPAGE OF WATER INTO THE SELECT FILL CAN CREATE
A “BATHTUB” EFFECT.
7. THE OVERLYING SELECT FILL SHOULD BE COMPACTED AND TESTED TO 95% OF STANDARD
PROCTOR DENSITY WITHIN 2% OF OPTIMUM MOISTURE IN 8” LOOSE LIFTS. AT LEAST THREE
DENSITY TESTS SHOULD BE CONDUCTED PER AREA, PER LIFT, FOR ALL SELECT FILL AND
SUBGRADE.
8. THE SELECT STRUCTURAL FILL SHOULD HAVE A PI BETWEEN 8 TO 15 WITH AT LEAST 50% PASSING
THE No. 200 SEIVE. OFF-SITE PIT RUN BORROW FILLS SHOULD BE TESTED FOR CONFORMANCE WITH
PLASTICITY REQUIREMENTS ON A DAILY BASIS. SILTS ARE NOT ACCEPTABLE AS SELECT
FILL. ROCKS ARE LIMITED TO 3” SIZE OR SMALLER. EIGHT INCH LOOSE LIFTS SHOULD BE PLACED
AND TESTED AS PER THE ABOVE RECOMMENDATIONS.
CONCRETE
1. PROVIDE BATCH MIXING, TRANSPORTATION, PLACING AND CURING OF CONCRETE IN ACCORDANCE
WITH RECOMMENDATIONS OF ACI 301 AND ACI 318. USE TYPE II PORTLAND CEMENT UNLESS NOTED
OTHERWISE. PROVIDE ADMIXTURES AND SPECIAL REQUIREMENTS AS SPECIFIED.
A. ALL CONCRETE SHALL BE NORMAL WEIGHT (150 PCF) CONCRETE: f'c=3,000 PSI AT 28 DAYS
WITH A MAXIMUM WATER/CEMENT RATIO OF 0.57 BY WEIGHT.
2. PROVIDE CONCRETE MIXES DESIGNED BY A QUALIFIED TESTING LABORATORY FOR REVIEW AND
APPROVAL BY THE STRUCTURAL ENGINEER.
3. WIRE BRUSH AND CLEAN CONSTRUCTION JOINTS PRIOR TO POURING NEW CONCRETE.
4. REFERENCE THE APPROPRIATE DISCIPLINE DRAWINGS FOR SUBSLAB PIPING, FLOOR DRAINS AND
SLAB AND WALL PENETRATIONS.
REINFORCING STEEL
1. PROVIDE DETAILING, FABRICATION, AND INSTALLATION OF REINFORCING AND ACCESSORIES IN
ACCORDANCE WITH ACI 315 AND ACI 318.
2. PROVIDE NEW BILLET STEEL REINFORCING BARS IN ACCORDANCE WITH ASTM A 615, GRADE 60.
3. COORDINATE PLACEMENT OF CAST-IN-PLACE EMBEDS AND ANCHOR RODS. SET ANCHOR RODS WITH
A TEMPLATE. SECURELY ATTACH EMBED ITEMS TO FORMWORK OR REINFORCING.
4. PROVIDE CLASS "B" REINFORCEMENT SPLICES FOR CONTINUOUS REINFORCEMENT. PROVIDE
STANDARD 90-DEGREE HOOKS IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE.
5. MAINTAIN THE FOLLOWING CONCRETE COVERAGE FOR REINFORCING STEEL UNLESS NOTED
OTHERWISE:
A. CONCRETE CAST AGAINST EARTH:
3 INCHES
B. CONCRETE EXPOSED TO WEATHER:
NO. 6 AND LARGER: 2 INCHES
NO. 5 AND SMALLER: 1-1/2 INCHES
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:
SLABS AND WALLS
NO. 14 AND NO. 18: 1-1/2 INCHES
NO. 11 AND SMALLER: 3/4 INCHES
6. DO NOT WELD OR BEND REINFORCEMENT IN THE FIELD UNLESS SPECIFICALLY SHOWN OR
APPROVED BY STRUCTURAL ENGINEER.
7. WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE AND SPACING OF MAIN REINFORCING.
8. PROVIDE CONTINUOUS HORIZONTAL WALL AND FOOTING REINFORCEMENT WITH 90-DEGREE BENDS
AND 2’-0” EXTENSIONS AT CORNERS AND INTERSECTIONS.
9. PIER REINFORCEMENT COVER SHALL BE MAINTAINED THROUGH USE OF PIER BOLSTERS AND SLEDS
FROM PIERESEARCH. ALTERNATES SHALL BE APPROVED BY THE ENGINEER OF RECORD.
DEFERRED SUBMITTALS
STRUCTURAL DESIGN FOR THE FOLLOWING ITEMS IS DELEGATED TO A SPECIALTY ENGINEER WHO SHALL
DESIGN AND DETAIL THE COMPONENTS AND SUBMIT FOR REVIEW. THE DELEGATED DESIGN ITEMS WILL
NOT BE SUBMITTED AT THE TIME OF PERMIT APPLICATION. WHEN RECEIVED AND REVIEWED, THESE
DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL BY THE CONTRACTOR:
1. MODULAR BUILDING
SPECIAL INSPECTION
SPECIAL INSPECTION SHALL MEET THE REQUIREMENTS OF IBC SECTION 1704. SPECIAL
INSPECTOR(S) SHALL BE HIRED BY THE OWNER TO PERFORM THE REQUIRED SPECIAL INSPECTIONS. THE
NAMES OF PERSONS OR FIRMS WHO ARE TO PERFORM THE SPECIAL INSPECTIONS SHALL BE FORWARDED
TO THE BUILDING OFFICIAL FOR APPROVAL. THE SPECIAL INSPECTOR(S) SHALL COMPLETE AND SUBMIT
ALL FORMS REQUIRED BY SNYDER, TEXAS
1. THE SPECIAL INSPECTOR(S) SHALL:
A. OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE APPROVED DRAWING AND
SPECIFICATIONS.
B. FURNISH INSPECTION REPORTS TO THE ENGINEER OF RECORD AND BUILDING DEPARTMENT.
DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR
FOR CORRECTION, THEN, IF NOT CORRECTED TO THE ENGINEER AND THE BUILDING
DEPARTMENT.
C. SUBMIT TO THE ENGINEER OF RECORD AND THE BUILDING DEPARTMENT A SIGNED FINAL
REPORT STATING THAT THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS
AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC.
2. SPECIAL INSPECTION NOTES:
A. CONTINUOUS SPECIAL INSPECTION IS ALWAYS REQUIRED DURING THE PERFORMANCE OF THE
WORK UNLESS SPECIFICALLY NOTED BELOW.
B. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE SPECIAL INSPECTOR(S)
WITH ADVANCE NOTICE, NO LESS THAN ONE WORKING DAY, OF THE INITIATION OF ANY WORK
REQUIRED TO HAVE SPECIAL INSPECTIONS. ALL WORK PERFORMED WITHOUT REQUIRED
SPECIAL INSPECTION WILL BE SUBJECT TO REMOVAL.
3. TYPES OF WORK REQUIRING SPECIAL INSPECTION ARE:
A. CONCRETE: DURING PREPARATION OF REQUIRED TEST SPECIMENS. DURING PLACEMENT OF
REINFORCED CONCRETE EXCEPT AS ALLOWED IN IBC SECTION 1705.3.
B. EMBEDDED PLATES INSTALLED IN CONCRETE:
DURING SETTING OF EMBEDDED PLATES.
DURING PLACEMENT OF CONCRETE AROUND EMBEDDED PLATES.
C. REINFORCING STEEL IN CONCRETE: DURING PLACEMENT OF REINFORCING STEEL FOR
CONCRETE EXCEPT AS ALLOWED IN IBC SECTION 1705.3.
ALL BUILDING COMPONENTS ARE LARGELY
PROVIDED BY MBC/OWNER EXCEPT THE
PARAPET WORK AS SHOWN ON SHEET S4.0.
S1.0
GE
NE
RA
L N
OT
ES
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
11-09-18
Lalonde
Engineering, Inc.
CONSULTING STRUCTURAL
ENGINEERS
6617 RED BUD ROAD
FORT WORTH, TX 76135
PHONE: 817-307-8266
FAX: 817-238-1520
CO# F-7978
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
MICHAEL LEGG ARCHITECTURE
30
0 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
PHILIPPE J. LALONDE
L I C E N S E D
89364
STATE OF TEXAS
PROFESS I ONA L ENG I NEER
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
PHILIPPE J. LALONDE, P.E. 89364
(CO# F-7978) ON SEPT. 08, 2020.
SCALE:
FOUNDATION PLAN
1/4" = 1'-0"
1
7/S
3.0
7/S3.0
7/S
3.0
1/S
3.0
1/S3.0
1/S
3.0
2/S3.0
9/S
3.0
4/S
3.0
3/S3.0
3/S3.0
NORTH
FOUNDATION PLAN NOTES:
1. COORDINATE ALL DIMENSIONS WITH MODULAR BUILDING
AND ARCHITECTURAL PLANS AND DETAILS.
2. REFERENCE ARCHITECTURAL AND MODULAR BUILDING
DRAWINGS FOR ALL SIDEWALKS AND STOOPS.
3. REFERENCE SHEET S1.0 FOR GENERAL NOTES.
4. REFER TO MODULAR BUILDING, ARCHITECTURAL,
MECHANICAL AND PLUMBING DRAWINGS FOR SLAB
PENETRATION AND DRAIN LOCATIONS.
5. COURTYARD SLAB SHALL BE 5" CONCRETE REINFORCED
WITH #3 AT 14" O.C.E.W. CENTERED IN SLAB.
6. COORDINATE SLEEVES IN PERIMETER BEAM WITH PLUMBING
PLANS.
7. RESTROOM SLAB SHALL BE 5" CONCRETE WITH #3 AT 18"
O.C.E.W.
8. EXTERIOR WALLS OF RESTROOM SHALL HAVE 7/16" APA
RATED PLYWOOD OSB W/ 8d AT 6" O.C. EDGE & BOUNDARY
NAILING, & 8d AT 12" O.C. FIELD NAILING.
9. REFER TO 3/S3.1 FOR RESTROOM ROOF FRAMING.
13
'-7
3
/4
"
7'-6 1/2"
5" C
ON
C. S
LA
B
1% SLOPE
36
'-8
"
18
'-9
1
/2
"4
'-2
3
/4
"
54'-9"
36
'-8
"
54'-9"
12
'-4
1
/2
"1
2'-4
1
/2
"1
1'-1
1"
18'-11 1/2" 16'-10 3/4" 18'-10 3/4"
1
2
"
Ø
1
2
"
Ø
1
2
"
Ø
1
2
"
Ø
1
2
"
Ø
1
2
"
Ø
1
2
"
Ø
1
2
"
Ø
1
2
"
Ø
1
2
"
Ø
1
2
"
Ø
1
2
"
Ø
1
2
"
Ø
CR
AW
L S
PA
CE
E
LE
V. =
3
'-4
" B
EL
OW
F
.F
.
SLOPE CRAWL SPACE
CRAWL SPACE ELEV.
= 4'-2" BELOW F.F.
AT DRAIN
1
2
"
Ø
10"Ø SLEEVE
SET ℄ AT 38 1/2"
BELOW FIN. FL.
10"Ø SLEEVE
SET ℄ AT 35"
BELOW FIN. FL.
11'-3"
1
2
"
Ø
1
2
"
Ø
1
2
"
Ø
CR
AW
L S
PA
CE
E
LE
V. =
4
'-0
" B
EL
OW
F
.F
.
10'-8 1/2" 10'-10" 10'-8 1/2" 11'-3"
11'-3"
1
2
"
Ø
1
2
"
Ø
1
2
"
Ø
10'-8" 8'-7" 11'-10" 12'-5"
18'-11 1/2" 16'-10 3/4" 18'-10 3/4"
5'-3" 12'-10" 16'-4" 10'-9" 9'-7"
5 3
/4
"
5 3
/4
"
5 3
/4
"
5 3
/4
"
1/S
3.0
8/S
3.0
8/S
3.0
1/S3.0
8/S3.0
4'-1
1"
15
'-5
"1
6'-4
"
5 3/4"
5 3/4"
2'-9"
1/S
3.0
5 3
/4
"
5 3
/4
"
8/S
3.0
15'-6" 36'-6"
1'-0 1/2"
6'-10 3/4" 8'-2 3/8"
1'-4
1
/4
"1
6'-3
1
/2
"3
'-6
3
/4
"1
7'-8
1
/2
"
2'-3
"
5'-10 1/2" 8'-2 1/4"
10/S3.0
2/S3.1
2/S
3.1
2/S
3.1
SIM
.
1/S3.1
5" CONC. SLAB
5/S3.0 TYP.
AT PIER
2/S
3.1
2/S
3.1
10
3
/4
"
2'-3
"
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
11-09-18
Lalonde
Engineering, Inc.
CONSULTING STRUCTURAL
ENGINEERS
6617 RED BUD ROAD
FORT WORTH, TX 76135
PHONE: 817-307-8266
FAX: 817-238-1520
CO# F-7978
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
MICHAEL LEGG ARCHITECTURE
30
0 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
PHILIPPE J. LALONDE
L I C E N S E D
89364
STATE OF TEXAS
PROFESS I ONA L ENG I NEER
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
PHILIPPE J. LALONDE, P.E. 89364
(CO# F-7978) ON SEPT. 08, 2020.
S2.0
FO
UN
DA
TIO
N P
LA
N
3'-8
"
1'-0
"
3/8"x6 1/2"xCONT. EMBED
W/ 1/2"Øx4" H.S. AT 12" O.C.
STAGGER 2" FROM SIDES
T.O. PIER
1'-1"
#3 CONT.
#4x24" VERT.
AT 16" O.C.
VA
RIE
S
RE
F. P
LA
N
REFER TO GENERAL NOTES
FOR MAT SUBGRADE
PREPARATION NOTES
MODULAR BUILDING &
WELD CONN.'S BY OWNER
GRADE BEAM REINF.:
2-#5 TOP & BOTTOM
#3 STIRRUPS AT 16" O.C.
4" VOID FORMS, TYP.
SCALE:
PERIMETER GRADE BEAM
3/4" = 1'-0"
1
3'-8
"
1'-0
"
3/8"x6 1/2"xCONT. EMBED
W/ 1/2"Øx4" H.S. AT 12" O.C.
STAGGER 2" FROM SIDES
T.O. PIER
1'-1"
VA
RIE
S
RE
F. P
LA
N
REFER TO GENERAL NOTES
FOR MAT SUBGRADE
PREPARATION NOTES
MODULAR BUILDING &
WELD CONN.'S BY OWNER
GRADE BEAM REINF.:
REFER TO 1/S3.0
5 1/2" 5 1/2"
SCALE:
TRANSITION TO STORAGE PAD
3/4" = 1'-0"
2
5" CONC. SLAB
12"Ø PIER REINF.
1-#9 CONT.
OR 3-#5 BUNDLED
12"Ø
21
'-0
" D
EP
TH
SCALE:
TYPICAL PIER DETAIL
3/4" = 1'-0"
5
REFER TO
GENERAL NOTES
FOR MAT SUBGRADE
PREPARATION NOTES
4'-0"
5'-6
"
6" 6"
6"
5'-0
"
#3 AT 12" O.C.E.W.
#3x1'-0"x1'-0" AT 12" O.C.
AT CORNERS OR BEND
REBAR AROUND CORNER
#3 AT 12" O.C.E.W.
SCALE:
SECTION AT SUMP DRAIN
3/4" = 1'-0"
9
CONTRACTOR'S
OPTION TO USE
PRE-CAST VAULT
INSTEAD OF CAST IN
PLACE AS SHOWN.
REFER TO GENERAL NOTES
FOR MAT SUBGRADE
PREPARATION NOTES
MODULAR BUILDING &
WELD CONN.'S BY OWNER
SCALE:
SECTION AT INTERIOR PIER
3/4" = 1'-0"
4
PIER REF. PLAN
3/8"x8"x0'-8" EMBED PLATE
W/ (4) 1/2"Øx6" H.S.
#3x18"x18" AT 18" O.C.
2" +/- GAP TO BUILDING.
CENTER BUILDING BETWEEN
CURBS W/ 2x4 WEDGE SHIMS
OR OTHER MEANS DURING
MODULAR PLACEMENT
5 1/2" 5 1/2"
2" +/- GAP TO BUILDING.
CENTER BUILDING BETWEEN
CURBS W/ 2x4 WEDGE SHIMS
OR OTHER MEANS DURING
MODULAR PLACEMENT
T.O. PIER
MATCH PERIMETER
LEDGE ELEVATION
T.O. EMBED. T.O. EMBED.
T.O. PIER
COORDINATE W/
PERIMETER (-3'-8")
& INTERIOR (-1'-0")
ELEVATIONS
GRADE
SCALE:
DUMPSTER WALL SECTION
3/4" = 1'-0"
6
2'-0
"7
'-4
"
CAST STONE
CONT. 8" BONDBEAM W/ 1-#4 CONT.
REBAR TOP & BOTTOM. FILL W/ GROUT
BRICK VENEER
8" CMU W/ HORIZONTAL MASONRY
REINFORCEMENT @ 16" O.C.
#4 @ 16" O.C. VERTICAL REINFORCING
CENTERED IN GROUTED CELLS
6" CONCRETE SLAB ON GRADE REINF.
W/ #4 @ 18" O.C. EA. WAY AT SLAB
MID-DEPTH
FINISH PAVING
#3 @ 18" O.C., 12" VERT. & 18" HORIZ.
REINF. BEAM W/ CONT. 2-#5 TOP &
BOTTOM AND #3 STIRRUPS @ 18" O.C.
1'-4"
#4x4'-0" DOWEL
@ 16" O.C.
CENTERED
4"
TOP OF MASONRY
1'-2"
WEEP HOLES AT 24" CC'S TO
COURTYARD
T.O. PIER
REF. PLAN
3'-8
"
1'-0
"
3/8"x6 1/2"xCONT. EMBED
W/ 1/2"Øx4" H.S. AT 12" O.C.
STAGGER 2" FROM SIDES
T.O. PIER
1'-1"
VA
RIE
S
RE
F. P
LA
N
REFER TO GENERAL NOTES
FOR MAT SUBGRADE
PREPARATION NOTES
MODULAR BUILDING &
WELD CONN.'S BY OWNER
GRADE BEAM REINF.:
REFER TO 1/S3.0
5 1/2" 5 1/2"
SCALE:
TRANSITION TO STORAGE PAD
3/4" = 1'-0"
3
5" CONC. SLAB
#3x18"x18" AT 18" O.C.
2" +/- GAP TO BUILDING.
CENTER BUILDING BETWEEN
CURBS W/ 2x4 WEDGE SHIMS
OR OTHER MEANS DURING
MODULAR PLACEMENT
T.O. EMBED.
10" SLEEVE
(2) #5x6'-0" OVER SLEEVE
WHERE SLEEVE INTERRUPTS
BOTTOM STEEL
(2) #5x4'-0" DOWELS
TO BEAM
NOTE: REFER TO SITE
PLAN FOR LOCATION.
SCALE:
COURTYARD WALL SECTION
3/4" = 1'-0"
7
WOOD FENCE
BY OSC
5" CONCRETE SLAB
W/ #3 AT 14" O.C.E.W.
CENTERED IN SLAB
FINISH PAVING
POST HOLE FOR
FENCE BY OSC
3'-8
"
1'-0
"
3/8"x6 1/2"xCONT. EMBED
W/ 1/2"Øx4" H.S. AT 12" O.C.
STAGGER 2" FROM SIDES
T.O. PIER
1'-1"
#3 CONT.
#4x24" VERT.
AT 16" O.C.
VA
RIE
S
RE
F. P
LA
N
REFER TO GENERAL NOTES
FOR MAT SUBGRADE
PREPARATION NOTES
MODULAR BUILDING &
WELD CONN.'S BY OWNER
GRADE BEAM REINF.:
2-#5 TOP & BOTTOM
#3 STIRRUPS AT 16" O.C.
SCALE:
PERIMETER GRADE BEAM
3/4" = 1'-0"
8
11 1/4" 5 1/2"
2" +/- GAP TO BUILDING.
CENTER BUILDING BETWEEN
CURBS W/ 2x4 WEDGE SHIMS
OR OTHER MEANS DURING
MODULAR PLACEMENT
T.O. EMBED.
REF.
PLAN
3'-8
"
1'-0
"
3/8"x6 1/2"xCONT. EMBED
W/ 1/2"Øx4" H.S. AT 12" O.C.
STAGGER 2" FROM SIDES
T.O. PIER
1'-1"
VA
RIE
S
RE
F. P
LA
N
REFER TO GENERAL NOTES
FOR MAT SUBGRADE
PREPARATION NOTES
MODULAR BUILDING &
WELD CONN.'S BY OWNER
GRADE BEAM REINF.:
REFER TO 1/S3.0
5 1/2" 5 1/2"
SCALE:
TRANSITION TO STORAGE PAD
3/4" = 1'-0"
10
5" CONC. SLAB
#3x18"x18" AT 18" O.C.
2" +/- GAP TO BUILDING.
CENTER BUILDING BETWEEN
CURBS W/ 2x4 WEDGE SHIMS
OR OTHER MEANS DURING
MODULAR PLACEMENT
T.O. EMBED.
2x6 PLATE W/ 5/8"Øx8"
L-BOLT AT 4'-0" O.C. &
AT 6" FROM ENDS
2x6 AT 16" O.C.
S3.0
FO
UN
DA
TIO
N D
ET
AIL
S
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
11-09-18
Lalonde
Engineering, Inc.
CONSULTING STRUCTURAL
ENGINEERS
6617 RED BUD ROAD
FORT WORTH, TX 76135
PHONE: 817-307-8266
FAX: 817-238-1520
CO# F-7978
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
MICHAEL LEGG ARCHITECTURE
30
0 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
PHILIPPE J. LALONDE
L I C E N S E D
89364
STATE OF TEXAS
PROFESS I ONA L ENG I NEER
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
PHILIPPE J. LALONDE, P.E. 89364
(CO# F-7978) ON SEPT. 08, 2020.
3'-8
"
3/8"x6 1/2"xCONT. EMBED
W/ 1/2"Øx4" H.S. AT 12" O.C.
STAGGER 2" FROM SIDES
T.O. PIER
1'-1"
REFER TO GENERAL NOTES
FOR MAT SUBGRADE
PREPARATION NOTES
MODULAR BUILDING &
WELD CONN.'S BY OWNER
GRADE BEAM REINF.:
REFER TO 1/S3.0
5 1/2" 5 1/2"
SCALE:
FOUNDATION SECTION
3/4" = 1'-0"
1
5" CONC. SLAB
2" +/- GAP TO BUILDING.
CENTER BUILDING BETWEEN
CURBS W/ 2x4 WEDGE SHIMS
OR OTHER MEANS DURING
MODULAR PLACEMENT
1 1
/2
"
FIN. FL. EL.
REF. PLAN
TIE SLAB REINFORCING
TO REBAR CAGE, TYP.
7"
1'-2"
2x6 PLATE W/ 5/8"Øx8"
L-BOLT AT 4'-0" O.C. &
AT 6" FROM ENDS
2x6 AT 16" O.C.
PLYWOOD SHEATHING
FACE OF MASONRY
3'-8
"
SCALE:
RESTROOM GRADE BEAM
3/4" = 1'-0"
2
GRADE BEAM REINF.:
2-#5 TOP & BOTTOM
#4 INTERMEDIATE E.F.
#3 STIRRUPS AT 18" O.C.
1 1/2" INSULATION
T.O. PIER
(5" SLAB
AT SIM.)
SCALE:
PERIMETER WALL SECTION
3/4" = 1'-0"
4
2-2x6 TOP PLATE
PLYWOOD
SHEATHING
2x6 BLOCKING
BOUNDARY NAILING
T.O. PLATE
REF. ARCH'L.
SIMPSON U28
FACE HANGER
ROOF DECK
2x8 CONT. LEDGER
W/6- 10d TO EACH STUD
& 10d AT 3" O.C. TO BLOCKING
JOIST REF. PLAN
2x6 AT 16" O.C.
SCALE:
PERIMETER WALL SECTION
3/4" = 1'-0"
5
2-2x6 TOP PLATE
PLYWOOD
SHEATHING
2x6 BLOCKING
BOUNDARY NAILING
T.O. PLATE
REF. ARCH'L.
SIMPSON U28
FACE HANGER
ROOF DECK
2x8 CONT. LEDGER
W/6- 10d TO EACH STUD
& 10d AT 6" O.C. TO BLOCKING
JOIST REF. PLAN
2x6 AT 16" O.C.
SIMPSON H3
AT EACH STUD
2-2x TOP PLATE
SCALE:
SECTION AT INTERIOR WALL
3/4" = 1'-0"
6
2x AT 16" O.C.
ROOF DECK
ROOF JOIST
SCALE:
PERIMETER WALL SECTION
3/4" = 1'-0"
7
2-2x6 TOP PLATE
2x6 BLOCKING
T.O. PLATE
REF. ARCH'L.
SIMPSON U28
FACE HANGER
ROOF DECK
2x8 CONT. LEDGER
W/6- 10d TO EACH STUD
& 10d AT 6" O.C. TO BLOCKING
JOIST REF. PLAN
2x6 AT 16" O.C.
SIMPSON H3
AT EACH STUD
7 1/2"
MODULAR
BUILDING
4" VOID FORMS, TYP.
(2) #5x1'-6"x1'-6"
CORNER BARS
SIMPSON H3
AT EACH STUD
BLOCKING
SCALE:
ROOF FRAMING PLAN
1/4" = 1'-0"
3
2x8 AT 24" O.C.
4/S
3.1
4/S
3.1
4/S
3.1
4/S
3.1
5/S3.1
6/S
3.1
7/S3.1
ROOF FRAMING PLAN NOTES:
1. COORDINATE ALL DIMENSIONS WITH MODULAR BUILDING
AND ARCHITECTURAL PLANS AND DETAILS.
2. REFERENCE SHEET S1.0 FOR GENERAL NOTES.
3. ROOF DECK SHALL BE 5/8" PLYWOOD OR OSB W/ 8d AT 6" O.C.
EDGE NAILING & 8d AT 12" O.C. FIELD NAILING.
S3.1
FO
UN
DA
TIO
N D
ET
AIL
S
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
11-09-18
Lalonde
Engineering, Inc.
CONSULTING STRUCTURAL
ENGINEERS
6617 RED BUD ROAD
FORT WORTH, TX 76135
PHONE: 817-307-8266
FAX: 817-238-1520
CO# F-7978
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
MICHAEL LEGG ARCHITECTURE
30
0 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
PHILIPPE J. LALONDE
L I C E N S E D
89364
STATE OF TEXAS
PROFESS I ONA L ENG I NEER
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
PHILIPPE J. LALONDE, P.E. 89364
(CO# F-7978) ON SEPT. 08, 2020.
SCALE:
(REFER TO 4/A6.0)
METAL PEAK ELEVATION
3/8" = 1'-0"
3
SIMPSON H2.5A
EACH SIDE OF
PLATE AT STUD
2-2x BELOW PLATE
W/ SIMPSON A35
EACH END & EACH
SIDE TO STUD
2-2x TOP PLATE
1/2"Ø LAG SCREWS
TO TOP PLATE &
BLOCKING
PEAK BY OWNER
INSTALLED BY OSC
SCALE:
(REFER TO 1/A6.0)
SECTION AT LOW PARAPET
3/4" = 1'-0"
1SCALE:
(REFER TO 2/A6.0)
SECTION AT HIGH PARAPET
3/4" = 1'-0"
2
MODULAR BUILDING
BY MBC
MODULAR BUILDING
BY MBC
METAL PEAK
REFER TO 3/S4.0
1'-5
"
8"
PARAPET & EXTERIOR
SHEATHING PROVIDED
BY MBC
CONNECTION
DESIGNED
BY MBC
PARAPET & EXTERIOR
SHEATHING PROVIDED
BY MBC
CONNECTION
DESIGNED
BY MBC
ALL WORK BY OSC
UNLESS NOTED
OTHERWISE.
ALL WORK BY OSC
UNLESS NOTED
OTHERWISE.
ALL WORK BY OSC
1/2" PLYWOOD W/
8d AT 6" O.C.
1/2" PLYWOOD W/
8d AT 6" O.C.
BRACING DESIGN BY MBC
AND INSTALLED BY OSC
PROVIDE 2ND 2x6 PLATE
OVER MBC PLATE W/ 10d
AT 12" O.C. STAGGERED
BRACING DESIGN BY MBC
AND INSTALLED BY OSC
PROVIDE 2ND 2x6 PLATE
OVER MBC PLATE W/ 10d
AT 12" O.C. STAGGERED
S4.0
FR
AM
IN
G D
ET
AIL
S
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
DRAWING COORDINATIONArchitectural, Landscape, Civil,Structural, Mechanical andElectrical drawings are interrelated.General Contractor and all SubContractors shall review andcoordinate the entire set ofdrawings and specifications
11-09-18
Lalonde
Engineering, Inc.
CONSULTING STRUCTURAL
ENGINEERS
6617 RED BUD ROAD
FORT WORTH, TX 76135
PHONE: 817-307-8266
FAX: 817-238-1520
CO# F-7978
26116 High Timber Pass
San Antonio, Texas 78260
ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
MICHAEL LEGG ARCHITECTURE
30
0 N
ALAM
O S
TR
EET
REFU
GIO
, TEXAS
PHILIPPE J. LALONDE
L I C E N S E D
89364
STATE OF TEXAS
PROFESS I ONA L ENG I NEER
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
PHILIPPE J. LALONDE, P.E. 89364
(CO# F-7978) ON SEPT. 08, 2020.
SITE
MEP
PLA
N
ME1.1
09-Sep-20 11:49 AM
Quan *GPM ea Ttl GPMHand Sink (FS1) 4 7.5 30.0Floor Sink (FS1) 5 22 110.03 comp sink (FS1) 1 24.4 24.43" drain (FD2,FD3) 6 37.5 225.0Mop Sink 2 37.5 75.0TrenchDrain(TD) 1 22 22.0
0.00.00.00.00.00.0
486.4 gpm
486.4 gpm Flow2 lbs grease/gpm
972.8 lbs grease capacity
Golden Chick
* GPM ea taken from PDI-G101, Table A1.7
Above is interpreted from PDI-G101, Article 7.9 and Table A1.2 showing 2lbs grease capacity per gpm of flow rate.
Grease trap for Golden Chick Store: rated flow and grease capacity as above, MIFAB MIG-6 or equivalent as indicated.
LIGHTING FIXTURE SCHEDULE SUPPLIED BY OWNER
MARK DESCRIPTION LAMPS MAX LENS MOUNTING MANUFACTURER NOTESNO TYPE INPUT W
G PARKING LOT POLE 1 LED ARRAY 155 TEMPERED GLASS 20' POLE RAB LIGHTING ALED3T150. POLE- SSS 20 4C DDBXD
1 FIXTURE AT 90DEG, TYPE 3 DISTRIBUTION
G1 PARKING LOT POLE 2 LED ARRAY 310 TEMPERED GLASS 20' POLE RAB LIGHTING ALED3T150. POLE- SSS 20 4C DM28 DDBXD
2 FIXTURES AT 90DEG, TYPE 3 DISTRIBUTION
NOTES:1. See sheet A7.2 for light pole details2. Contact Ryan Denney with CED National Accounts for lighting package questions - [email protected] Office: 817-923-1983 Cell: 281-733-8884.
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
227 Red Hawk RidgeSan Antonio, Texas 78258ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
DRAWING COORDINATIONArchitectural, Landscape, Civil, Structural, Mechanical and Electrical drawings are interrelated. General Contractor and all Sub Contractors shall review and coordinate the entire set of drawings and specifications
Modula
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11-09-18
1600 lb
MEC
HAN
ICAL
/ELE
CTR
ICAL
RO
OF
PLAN
ME1.2
Connect gas line to water heater below roof
Work P & I "By Owner" shown on this sheet
Disconnect Switch
Conduit and wire direct connect
3 RTUs Yes Yes3 Condensing units Yes Yes1 Kitchen exhaust fan Yes Yes4 Sign and LED locations Yes4 Black canopies Yes
Condensate linesVents extended above
roof3 RTUs Yes8 Sewer vents- MBC Sheet M-1 Yes2 Grease trap vents - MBC sheet M-1 Yes
1Water heater flue and combustion air- Sheet P2.2 Yes
Schedule A - ME1.2
All gas piping after meter run on roof and in building
Connect gas line to fryer connection point with Owner provided Quick disconnect
Electrical connection from existing J-box below roof by others
Plumbing connection from existing lines just below roof provided by others
ME1.2 - SOW
Refrigeration workLED material and installPeaks, signs, awnings, canopies and LED
Connect gas line to 3 RTUs
Work performed by OSC
Electrical work as shown on Schedule APlumbing work as shown on Schedule A
All HVAC workRoof insulation and roof waterproofing
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
227 Red Hawk RidgeSan Antonio, Texas 78258ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
DRAWING COORDINATIONArchitectural, Landscape, Civil, Structural, Mechanical and Electrical drawings are interrelated. General Contractor and all Sub Contractors shall review and coordinate the entire set of drawings and specifications
Modula
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11-09-18
PLU
MBI
NG
PLA
N
P1.1
P1.1 - SOWWork performed by OSCP & I 2 water closets and 2 lavatories in restrooms. Provide and Install all under floor grease lines from existing grease drops below floor by MBC.Provide and install under floor sanitary sewer connection to existing restroom sanitary sewer piping below floor by MBC. Connect main grease and sanitary sewer lines from building to site utility contractor provided lines within 5' of building.Connect braided water line from 2 Bunn units, #41, to existing cut off on wallConnect braided water line from 1 tea dispenser, #79. to existing cut off on wallConnect 1/2" water line from ice maker #26 to existing cut off on wallConnect 2 - 1" drain lines from ice maker to above floor sinkConnect 1/2" water line from existing cut off to RO system item #90 a & b. Run 3/4" pvc discharge line to nearest floor sink/drainProvide waste and vent plumbing and fixtures in site built toilet room spaceWork P & I "By Owner" shown on this sheetMop sinks, 4-comp sink, kitchen hands sinks, trench drain, floor drains and floor sinks in place with drains run below the floor.Sanitary sewer drops from restroom 2 each water closets, lavatories and floor drains flanges
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
227 Red Hawk RidgeSan Antonio, Texas 78258ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
DRAWING COORDINATIONArchitectural, Landscape, Civil, Structural, Mechanical and Electrical drawings are interrelated. General Contractor and all Sub Contractors shall review and coordinate the entire set of drawings and specifications
Modula
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11-09-18
PLU
MBI
NG
PLA
N
P1.2
P1.1 - SOWWork performed by OSCP & I 2 water closets and 2 lavatories in restrooms. Provide and Install all under floor grease lines from existing grease drops below floor by MBC.Provide and install under floor sanitary sewer connection to existing restroom sanitary sewer piping below floor by MBC. Connect main grease and sanitary sewer lines from building to site utility contractor provided lines within 5' of building.Connect braided water line from 2 Bunn units, #41, to existing cut off on wallConnect braided water line from 1 tea dispenser, #79. to existing cut off on wallConnect 1/2" water line from ice maker #26 to existing cut off on wallConnect 2 - 1" drain lines from ice maker to above floor sinkConnect 1/2" water line from existing cut off to RO system item #90 a & b. Run 3/4" pvc discharge line to nearest floor sink/drainProvide waste and vent plumbing and fixtures in site built toilet room spaceWork P & I "By Owner" shown on this sheetMop sinks, 4-comp sink, kitchen hands sinks, trench drain, floor drains and floor sinks in place with drains run below the floor.Sanitary sewer drops from restroom 2 each water closets, lavatories and floor drains flanges
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
227 Red Hawk RidgeSan Antonio, Texas 78258ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
DRAWING COORDINATIONArchitectural, Landscape, Civil, Structural, Mechanical and Electrical drawings are interrelated. General Contractor and all Sub Contractors shall review and coordinate the entire set of drawings and specifications
Modula
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11-09-18
PLU
MBI
NG
DET
AILS
P2.1
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
227 Red Hawk RidgeSan Antonio, Texas 78258ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
DRAWING COORDINATIONArchitectural, Landscape, Civil, Structural, Mechanical and Electrical drawings are interrelated. General Contractor and all Sub Contractors shall review and coordinate the entire set of drawings and specifications
Modula
r G
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urant
11-09-18
PLU
MBI
NG
DET
AILS
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
227 Red Hawk RidgeSan Antonio, Texas 78258ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
DRAWING COORDINATIONArchitectural, Landscape, Civil, Structural, Mechanical and Electrical drawings are interrelated. General Contractor and all Sub Contractors shall review and coordinate the entire set of drawings and specifications
Modula
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11-09-18
x x
MEC
HAN
ICAL
PLA
N
M1.1
M1.1 - SOWWork performed by OSCCoordinate the roof top installations with Owner's contractor after roofingCoordinate interior trim out work and start up with Owner's contractorElectrical related connections to FP thermal sensor and EF-1 only. Fans are P & I by MBCProvide Ansul system completeElectrical connections to Ansul systemFinal extension of 3 side wall vents after masonry and provide vent cover for EF 2 ,3 and 4.
Work P & I "By Owner" shown on this sheetAll HVAC work completeFans & electrical connections to EF-2,3,4 and FF-1
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
227 Red Hawk RidgeSan Antonio, Texas 78258ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
DRAWING COORDINATIONArchitectural, Landscape, Civil, Structural, Mechanical and Electrical drawings are interrelated. General Contractor and all Sub Contractors shall review and coordinate the entire set of drawings and specifications
Modula
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11-09-18
MEC
HAN
ICAL
DET
AILS
AN
D S
CH
EDU
LES
M2.1
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
227 Red Hawk RidgeSan Antonio, Texas 78258ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
DRAWING COORDINATIONArchitectural, Landscape, Civil, Structural, Mechanical and Electrical drawings are interrelated. General Contractor and all Sub Contractors shall review and coordinate the entire set of drawings and specifications
Modula
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11-09-18
MEC
HAN
ICAL
DET
AILS
M3.1
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
227 Red Hawk RidgeSan Antonio, Texas 78258ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
DRAWING COORDINATIONArchitectural, Landscape, Civil, Structural, Mechanical and Electrical drawings are interrelated. General Contractor and all Sub Contractors shall review and coordinate the entire set of drawings and specifications
Modula
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11-09-18
PANEL A
PANEL B
PANEL C
ELEC
TRIC
AL P
LAN
E2.1
E2.1 - SOWWork performed by OSC400 amp MP, meter and CT enclosure complete and connected to site service shown on ME1.1Enclosure for lighting controller relays LC2 and LC6 Connect to existing 2" EMT conduit provided by MBC, see MBC Sheet E-2 and extend to MP with full length conductors Time clock complete in lighting enclosure by MBCPhoto cell on roof and connected as shown on E3.1All schedule A work shown
Work P & I "By Owner" shown on this sheetAll wall and ceiling receptacles, j-boxes, conduits/wire and switches throughout building below roof deck to building floor
All light fixtures to be supplied "By Owner"
Kitchen area lighting complete "By Owner"Exit signs, emergency lights and fly fan complete "By Owner"
Item # Name Disconnect Cord & PlugConduit/Wire Direct
22C Rethermalizer Yes25 Lights in Walk in yes25 2 Evap coils yes25 2 Condensing units Yes yes25 Heat trace/door heater Yes26 Ice Machine Yes Yes26 Ice machine Condensing unit Yes yes
28A Convection oven Yes32C Hood lights Yes41 2 Bunn hot water units Yes
Equipment connections from existing J-Box/Wire - See ME1.2 for roof equipSchedule A - E2.1
All other equipment will be plugged in "By Owner"
Quantity2
2979
10133 Z - Ext. Emergency light
E - Wall pack
Exterior lighting connected after masonry to existing J-box/wire in wall by MBC as shown on A-
9.0 and S4.0 and MBC sheet E-1
Type
GW - Wall light
Interior lighting from existing J-box under roof joist to existing fixture in place - refer to MBC
sheet E-1
J- Ceilings fansB - Can lights
L - Track lightsP -Pendant lights
H - Copper light
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
227 Red Hawk RidgeSan Antonio, Texas 78258ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
DRAWING COORDINATIONArchitectural, Landscape, Civil, Structural, Mechanical and Electrical drawings are interrelated. General Contractor and all Sub Contractors shall review and coordinate the entire set of drawings and specifications
Modula
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11-09-18
E3.1E3.1
ELEC
TRIC
AL R
ISER
AN
D S
CH
EDU
LES
PANEL MP WEATHER PROOF ENCLOSURE
LOAD LOAD CKT CKT PH CKT CKT LOAD LOADCONT N-CONT LOCATION DEVICE # # DEVICE LOCATION N-CONT CONT
66,230 PANEL A 3 P 200 1 A 2 3 P 125 PANEL B 34,600 ///// / / 3 B 4 / / ///// ///// / / 5 C 6 / / ///// 12,900 PANEL C 3 P 100 7 A 8 3 P SPACE ///// / / 9 B 10 / / ///// ///// / / 11 C 12 / / ///// 1,395 PARKING LIGHTING 1 P 20 13 A 14 1 P 20 MONUMENT SIGN 2001,000 DIGITAL SIGN 1 P 20 15 B 16 1 P 20 DIGITAL SIGN 1,000 500 DT CONFIRMATION 1 P 20 17 C 18 1 P 20 DT MENU BOARD 500 1,000 GREASE HEAT TRACE1 P 20 19 A 20 1 P 20 SUMP PUMP 667 SPACE 1 P 21 B 22 1 P SPACE SPACE 1 P 23 C 24 1 P SPACE SPACE 1 P 25 A 26 1 P SPACE SPACE 1 P 27 B 28 1 P SPACE SPACE 1 P 29 C 30 1 P SPACE / / 31 A 32 / / / / 33 B 34 / / / / 35 C 36 / / / / 37 A 38 / / / / 39 B 40 / / / / 41 C 42 / /
334 PANEL AMPERES PANEL VOLTAGE 120/208, 3PH, 4W 400A MCB400 PANEL MINIMUM BUS SIZE 10,000 AIC
5 PANEL CONTINUOUS KVA115 PANEL NON-CONTINUOUS KVA
SCALE:
PROJECT NO.
AS NOTED
SHEET NO.
227 Red Hawk RidgeSan Antonio, Texas 78258ph. 210-416 4935
MLAMichael Gregory Legg NCARB, AIA, RIBA, SACAP
MICHAEL LEGG ARCHITECTURE
DRAWING COORDINATIONArchitectural, Landscape, Civil, Structural, Mechanical and Electrical drawings are interrelated. General Contractor and all Sub Contractors shall review and coordinate the entire set of drawings and specifications
Modula
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11-09-18
LIGHTING FIXTURE SCHEDULE PROVIDE SUBMITTAL DATA FOR ALL ITEMS IN THIS SCHEDULE
MARK DESCRIPTION LAMPS MAX LENS MOUNTING MANUFACTURER NOTESNO TYPE INPUT W
B DOWNLIGHT 1 1400 LUMEN 20.5 NONE RECESSED JUNO TC22LED-G4-14LM-30K 27-CWD HB-26
MANTAIN INSULATION 3" FROM HOUSING, ELECTRONIC BALLAST
X EXIT/EGRESS 2 LED 4.3 RED WALL OR CEILING COMPASS LIGHTING CCR WITH 90 MIN EMERGENCY
BATTERY, 2 LAMP HEADS
Y EGRESS 2 LED 4 REFRACTOR WALL COMPASS LIGHTING CU2 WITH 90 MIN EMERGENCY BATTERY, 2 LAMP HEADS
Z EXTERIOR EGRESS 2 LED 10.8 REFRACTOR WALL DUAL LITE PGZ-HTRUL WET LOCATION, BATTERY RATED FOR -22degF TO 122degF, 90 MIN OPERATION
NOTES:1. VERIFY TRIM MATCHES CEILING OR SURFACE TYPE FOR RECESSED FIXTURES. 2. VERIFY FIXTURE VOLTAGE PRIOR TO ORDERING FIXTURES. 3. PROVIDE 3500K COLOR TEMP LAMPS IN ALL AREAS. 4. Contact Ryan Denney with CED National Accounts for lighting package pricing - [email protected] Office: 817-923-1983 Cell: 281-733-8884.