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

michael@mlarchitecture.info

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

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38

A

7A

61

95

41

37

A

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;D

31

30

22

22

C

57

59

58

62

63

54

26

23

43B

64D

35

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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

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4

5

45

64

E

43B

54

92

8

8

88

29

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1&

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1&

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1&

1J

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95

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70

38

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34

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D

40

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0

A

70

7

0

5

2

A

60a

60

5

2B

52B

52

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2

4A

1K

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1G

1

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1G

1G

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1G

1G

1G

1

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1

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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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

MLAMichael Gregory Legg NCARB, AIA, RIBA

MICHAEL LEGG ARCHITECTURE

08.19.20

RE

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Ad

de

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do

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rrica

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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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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 eddie@actflooring.com

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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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 - Ryan.Denney@ced.com 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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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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

michael@mlarchitecture.info

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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

michael@mlarchitecture.info

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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

michael@mlarchitecture.info

Modula

r G

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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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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

michael@mlarchitecture.info

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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

michael@mlarchitecture.info

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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

michael@mlarchitecture.info

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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

michael@mlarchitecture.info

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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 - Ryan.Denney@ced.com Office: 817-923-1983 Cell: 281-733-8884.