3. S E C O N D F L O O R P L A N
MEDIATEQUE LIBRARY
COMMUNAL VENDING MARKET
Hemphill Henderson
S O U T H E L E V A T I O N
N
5'
15'
25'
E LIB
AL VENDING MA
erso
15'
25'
P L A NC O N D F L O O R P
I O N
5' 25'
M QEQUE
COMMUNAL VENDING
B
MAL VENDING MARKEENDING MARKETVVVVV
I
AL VAL VENDING MARKETAL VENDING MARKE
B
M
D
L
T
EALA
D
L
T
A
BB YA YYBAA AAATEQUE LIBRARYAAI
nAve
onon
25'
P
t
HeeHemphill
E L E VVS O U T HS O
2525
N
IIIIIIIIIIIIIIIIIIIIIIIIIAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAATAATAATAATAATAATAATAAT
EEEE
TTTTTTTTTTTTTTTT
EEEEEE
TTTTTTTTTTTTTTTTTTTTTTTTIAT
E
IAED
A
ED
MMMMMMMMMMMMMMM
BBBBBBBBBB
MMMMMMMMMM
BBBBBBBBBBBBBBB
MMMMMMMMMM
BBBBBBBBBBBB
MM
BBBBBBBB
MM
BBBBBBBBBBBBBBBB
M
LI
G M
LLI
G M
E LIE LIIIBRBRBBBBB ARYRYARYRYYYYYYYYYYYYYYYYYYYYYYYYY
EE
YYYYYYYYYYYYYYYYYYYYYY
EEEEEE
YYYYYYYYYYYYYYYYYY
EEEEEEEEEE
YYYYYYYYYYYYYYYYYYYYYYYYYY
TTTTTTTTTTE
YY
AAAAAAAAAAAAAAAAAAAAAAAAAAAALLLLLLLLL
DDDDDDDD
LLLLL
DDDDDDDDDDDDD
LLLLL
DDDDDDDDDDDDDDDDD
LLLLL
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVEEEA
DIA
AL VE EEEEEEEEEE
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBRRRRRRRRRRRBREEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLIIIIE LI
S O U T H
S E C
V A T I
ende
TE
AL VEN G M
RA
AA
55
MARKETMARKETKKRRNAL VANAL VNAL VAA
4. N O R T H E L E V A T I O N
C O M M U N A L V E N D I N G M A R K E T
HemphilWhite
S E C T I O N ( A ) S E C T I O N ( B )
5'
15'
25'
W E S T E L E V A T I O N E A S T E L E V A T I O N
N
F I R S T F L O O R P L A N
(A) (B)
M M U N A
N O R T H E L E V A T I O N
Hemphil
S E C S E C T I O N ( B )
LO MC OFF I R S T
eWhite
5
T I O NW E S T
Washi
phill
UU
SStttttS
HendersonSt
M
e
O
Uni
5'
15'
5'
F L O O R P L A N
(A) (B)
F V E N D I N G M A R K E T
N
C T I O N ( A )
T E L E VS T
O
5'
W E S T EW E S T E VVVVEEEEE V A T I O NE V A T I O NTT
25'5522
E A S T E L E V A TA T
5. THIRD WARD N HBORHOOD
EDGE PROJECT
E ALABAMA ST HOLMAN ST
1/8” = 1’0”
E A S T E L E V A T I O N
3"
T E R R A C O T T A S U N S C R E E N S T R U C T U R A L D I A G R A M 3 / 4 ” = 1 ’ 0 ”
S E C T I O N T H R O U G H B R I D G E - -
6. 3/16"=1'
S E C T I O N ( A ) T H R O U G H B R I D G E / G A R A G E
3/16” = 1’0”
WATERPROOFING MEMBRANE
STEEL STUD BUILT-UP HEADER
STEEL REINFORCEMENT
CONCRETE OVER METAL DECK
STEEL BEAM
INSULATION
RIDGED INSULATION
SUSPENDED ACUSTICAL CEILING
HVAC
LIGHTING
SOIL
GRASS
FILTER FABRIC
RECYCLED MOLDED POLYURETHANE
WATER RENTION PANEL
DRAINAGE BOARD
RUBBERIZED ASPHALT
ROOF MEMBRANE
SPRUCE GLULAM PURLIN
S E C T I O N T H R O U G H G R E E N R O O F - -
GREEN ROOF STRUCTURAL DIAGRAM 1/2” = 1’0”
S E C T I O N T H R O U G H T H E A T E R - -
PHONOBRIC STRUCTURAL DIAGRAM 1” = 1’0”
DETAILED SECTIONS
PHONOBRIC HONEYCOMBED TERRACOTTA TILE
HIGH DENSITY ROCKWOOL INSULATION
FIXED TO CONCRETE WALL
2. 5" METAL RAIL
STEEL PLATE
HANGER
STEEL PIN
AIR SPACE
SECURED BY 2 POINTS OF SIKAFLEX PRO 11 FC
TYPE MASTIC
WATERPROOFING MEMBRANE
STEEL STUD BUILT-UP HEADER
STEEL REINFORCEMENT
CONCRETE OVER METAL DECK
STEEL BEAM
INSULATION
RIDGED INSULATION
BUILT-UP STAGE
POLISHED CONCRETE FLOOR
WITH CARPET
FIXED SEATING
STAGE LIGHTING
ROOF DRAIN
S U S P E N D E D A C U S T I C A L C E I L I N G
ACUSTIC TERRECOTTA WALL PANEL
7. N
F L O O R P
3 / 1 6 ” = 1 ’ 0 ”
EXIT
EXIT
EXIT
PATHOFEGRESS
1
2
4
3
3
3
222
3
1111
LOBBY
REGISTER
AREA
HVAC
RESTROOM
BREAK
ROOM
OFFICE
N
FFFFFFFFFFFFFFFFFF LLLLLLLLLLLLLL OOOOO OOOO RRRR PPP
3 ///// 1 61 6 ” = 1 ’ 0 ”
EXIT
PATHOFEGRESS
1
1111
EXIT
2
222
EXIEXITT
4
3
3
3
3
LOBBY
REGISTER
AREA
CC
REREEEEREEREEEREREREREREERERERRRRSTSTSTSTSTSSTSTSTSSSSRORRRRRROMOMOMOMMM
BREAK
ROOM
FOFIFIIIIIIIFFFFFFCECECEECECECEEECECCCCCCC
MANGUM RD. CHECKS & CASH
HAPPY CHECK CAS ING
8. N
F L O O R P N
1 / 4 ” = 1 ’ 0 ”
NN
STRUCTRUCRSTURALTURALA
EAMAMBEABEAB
ARLARLCARLCARCARCACIFTIFTI
CARLARLLIFTIFT
ACWI ACWI ACNDOWWNDOUNITN
22
444
2
1
11
2
1
OFFICEOFFICEEO
STRSTRSTSTTSSTSTSTRESSSSSSSSSRESESREE-OOM
LOBBYLOL
PATHOFFPATHOATHOHOATTATPPSSGRESSEGE
MECHANICSHOP
O.H
EXITEXITEXEX
EXITEXITT
EXITE
3
DEMISISDEMISDEMGWWWWNGWWWWGWWINGWINGINNLALLLALLALLLLALLALALALAAADEMISINGWALL
F L O O R P NN
1 /1 / 4 ”” = 11 ’ 00 ”
J9 MOTORS
9. 3/16” = 1’0”
DEMISING WALL DEMISING WALL
InstallallkitchenGFCIoutletsand
switchesalongwalls42”O.C.from
finishedfloor,unlessotherwisenoted.
Install all mechanic shop 240 V
outlets along walls 42” O.C. from
finished floor, unless otherwise noted.
Install all bathroom (s) switches along
walls 42” O.C. from finished floor,
unless otherwise noted.
STRUCTURAL
BEAM
CAR LIFT
CAR LIFT
ACWINDOWUNIT
SCHEMATIC DESIGN 03/05/15
DESIGNER
ANGELA M. CERÓN
6607 POUTER DR.
HOUSTON, TX 77083
281-250-5052
PROJECT
J9 MOTORS SHOP
RASHADJAZAIRY&SAJEELADNAN
13820 BELLAIRE BLVD
HOUSTON, TX 77083
ELECTRICAL PLAN
E 103
CONSTRUCTION DOCUMENTS
DATE: TUESDAY, JUNE 06, 2015
DESIGN DEVELOPMENTS 03/21/15
PRELIMINARY CONST. DOCUMENT 04/01/15
FINAL CONST. DOCUMENT IN PROCESS
MIKAELO DESIGN STUDIO
MDS
ELECTRICAL PLAN
SCALE 1/4” = 1’- 0” N
LEGEND
RECESSED LIGHT FIXTURE
GFCI OUTLET
GENERAL NOTES
Instal AC unit mounted 7’0” high from
finished floor O.C 8000 BTUs minimum.
Install all outlets 14” O.C. from finished
floor, unless otherwise noted.
Install switches 53” O.C. from finished
floor, unless otherwise noted.
RECESSED EXHAUST FAN
SMOKE DETECTOR
LIGHT SWITCH
TWO WAY SWITCH
INTERNET JACK
TV JACK
FAN WITH
LIGHT FIXTURE
FAN
SHOP LIGHT
Smoke detectors must be at least 8’0”
O.C. from finished floor.
Car Lift requires 230 V , 20 AMP directly
wired.
ELECTRIC OUTLET
240 V CONNECTION
WINDOW AC UNIT
10. 1. SIGN DIMENSIONS ARE 4’ X 8’
2. SIGN HUNG CENTERED DIRECTLY
OVER MAIN ENTRY DOOR AND
WINDOWS
3. SIGN MATERIAL: 1/16” ALUMINIUM
SHEET WITH PRINTED GRAPHICS
WEST ELEVATION
SCALE 1/4”= 1’- 0”
DESIGNER
ANGELA M. CERÓN
6607 POUTER DR.
HOUSTON, TX 77083
281-250-5052
PROJECT
J9 MOTORS
RASHAD JAZAIRY & SAJEEL ADNAN
13820 BELLAIRE BLVD., SUITE E
HOUSTON, TX 77083
MIKAELO DESIGN STUDIO
MDS
SCHEMATIC DESIGN 03/05/15
BUILDING PLAN
CONSTRUCTION DOCUMENTS
DATE: THURDSDAY, JULY 09, 2015
DESIGN DEVELOPMENTS 03/21/15
PRELIMINARY CONST. DOCUMENT 04/01/15
FINAL CONST. DOCUMENT IN PROCESS
A 200
NOTES
42’ 0”
20’ 0”
12’ 2”
17’ 0”
4’ 0”
11. R O O F P N
3/16” = 1’0”
F L O O R P
3/16” = 1’0”
806 AVENUE F
ARIZPE RESIDENCE
N
12”
7”
12”
7”
12”
8 1/2”
12”
7”
12”
10”
12”
5 1/2”
12”
7”
1'-9" 25'-5" 1'-9"
2'-6" 11'-10" 5'-11
1
2 "
9'-0
1
2 " 4'
1'-4
1
2 "
1'-10" 7'-1" 9'
1'-6
1
2"12'-3
1
2"19'18'-8"
2'10'-1
1
2"
15'-61
2"
2'-1
1
2"
3'-0
1
2 "
21'-11"
2'-11
2"
25'-8"21'-10"
3
1
2 "
2'
1'-4"5'-1"26'-1"
2'9'-11"12'-2"
2'36'-0
1
2"
3'-5
1
2"
2'-6"
3'-5
1
2"
41'-10"
2'-0
1
2 "
12'-2
1
2 "
1'-6"5'-2
1
2"
1'-9" 8'-8"
1'-2"24'-8
1
2"
1'-6
1
2"
7'-6"
8'-4
1
2"
19'-8"
17'-2
1
2 "
12. L I V I N G / K I T C H E N / D I N I N G 0 0 1
A 3 0 3
3 D S E C T I O N ( A 0 0 1 ) L I V I N G / D I N I N G
3/16” = 1’0”
S E C T I O N ( A 0 7 ) B A C K Y A R D / B E D R O O M S
3/16” = 1’0”
13. LOT 4LOT 7
ALLEY
16'
AVENUE
F
22'(ROW)
LOT 6 LOT 5
16'-10"18'-31
2"9'-01
2"14'-01
2"68'-61
2"15'-31
2"18'-2"
35'-1
1
2"22'-111
2"
9"
19'-11
2"
3'-1"4'-01
2"
33'-4"5'-61
2"
11'-31
2"
11'-31
2"
100'
1'-51
2 " 14'-9"
2'-7 1
2 "
20'-1" 11'-11
2 " 9'-5 1
2 " 5'-9" 21'-11
2 " 12'-6 1
2 " 1'-2"
1'-1" 6' 14'-10 1
2 " 21'-7" 19'-8" 21'-11" 13'-9"
18'-0
1
2"18'-2"
1'-2"
16'-2
1
2 " 22'-8 1
2 " 20'-7" 26'-10" 13'-8 1
2 "
35'-11
2"91'-7"
160'-2"
33'-51
2"
36'-10"41'-3"21'-11 1
2 "
100'
41'-9"60'-41
2"58'-0
1
2"
160'-2"
PROPERTY LINE
BUILDING SETBACK / EASEMENT
LOT LINE
BUILDING SETBACK / EASEMENT
PROPERTY LINE
SCHEMATIC DESIGN 02/05/2013
DESIGNER
ANGELA M. CERÓN
7635 HARVEST MILL LN.
RICHMOND, TX 77407
281-250-5052
PROJECT
ARIZPE RESIDENCE
PATRICIA AND JUAN ARIZPE
806 AVENUE F
SOUTH HOUSTON, TX 77587
SITE PLAN
A 100
CONSTRUCTION DOCUMENTS
DATE: TUESDAY, FEBRUARY 18, 2014
DESIGN DEVELOPMENTS 07/21/2013
PRELIMINARY CONST. DOCUMENT 08/01/2013
FINAL CONST. DOCUMENT 07/26/2014
MIKAELO DESIGN STUDIO
MDS
SITE PLAN
SCALE 1/8” = 1’- 0” N
LEGEND
BUILDING LINE
PROPERTY LINE
GENERAL NOTES
Thoroughly examine the job site and notify
the designer of any conflicts between field
conditions and drawings.
BUILDING SETBACK
EASEMENT
LOT LINE
ELECTRIC POST
Site is to be cleaned up upon completion.
Remove all surplus material, equipment
and debris incidental to this work, and
provide a complete “Janitorial” cleaning
to all windows, window sills, and floors.
14. SCHEMATIC DESIGN 02/05/2013
DESIGNER
ANGELA M. CERÓN
7635 HARVEST MILL LN.
RICHMOND, TX 77407
281-250-5052
PROJECT
ARIZPE RESIDENCE
PATRICIA AND JUAN ARIZPE
806 AVENUE F
SOUTH HOUSTON, TX 77587
FOUNDATION PLAN
S 100
CONSTRUCTION DOCUMENTS
DATE: TUESDAY, FEBRUARY 18, 2014
DESIGN DEVELOPMENTS 07/21/2013
PRELIMINARY CONST. DOCUMENT 08/01/2013
FINAL CONST. DOCUMENT 07/26/2014
MIKAELO DESIGN STUDIO
MDS
GENERAL NOTES
Thoroughly examine the job site and notify the designer of any
conflicts between field conditions and drawings.
FOUNDATION PLAN
SCALE 1/8” = 1’- 0” N
Footing is 2'6" deep and 15 1/2 inches wide, with a 6 inch solid slab.
*The PTI design method incorporates slabs with exterior and interior
footings (ribs) that extend from one end of the foundation to the
other. The interior footings occur in both directions and add strength
and stiffness to resist any applied loading.
Perorated drain pipe around perimeter of foundation.
Drain pipe at bottom of footing.
Refer to engineer's drawings for placement of tendons across the
slab.
Refer to engineer's drawings for placement of rebar type and qua-
ntatiy at bottom of footings.
*DO NOT SCALE
*DO NOT SCALE
PERLOCALCODE
1'6"12" MIN.
12"MIN
12"MIN
36'-31/2"35'-11"23'-41/2"29'-5"35'-2"
160'-2"
7'-1" 14'-11" 19'-5" 22'-1 1/2" 21'-5 1/2" 5'-6" 9'-6"
41'-5" 43'-7" 15'
63'-6 1/2" 36'-5 1/2"
18'-2"15'-41/2"17'16'-101/2"34'-41/2"14'-2"9'-1/2"18'-41/2"7'9'-10"
33'-61/2"33'-101/2"48'-61/2"27'-5"16'-10"
33'-61/2"126'-71/2"
1'-5 1/2" 5'-7 1/2"
4'-1/2"
5'-2" 2'-6 1/2" 20'-1" 2'-7 1/2" 17'-10 1/2" 4'-10" 1' 6'-7 1/2" 14'-5" 13'-9 1/2"
18'-10" 22'-8" 23'-8" 34'-10"
41'-6" 58'-6"
100'
18'-2"18'-11/2"35'-11"2'-101/2"
4'-1/2"
3'-2"13'-31/2"6'-41/2"23'-1/2"18'-41/2"7'9'-10"
5'-51/2"25'-1/2"5'-5"
7"
12'-5" 1'-3 1/2”1'-3 1/2” 16'-5" 1'-7"1'-3 1/2” 9'-5 1/2”
23'-11 1/2”
1'-9"
16'-1 1/2” 1'-11"
4'-01/2”1'-81/2”1'-31/2”6'1'-71/2”
18'-0 1/2” 12'-11" 12'-1" 1'-2 1/2”1'-7 1/2”
44'-4"
1'-3 1/2” 18'-1 1/2” 2'-7 1/2”
15'-71/2”
1'-31/2”4'-11/2”
21'-5 1/2” 5'-6"
15. EESTABLISHED 1984
GRAPHIC DESIGN WORK
A SHOE COMPANY
O N S H O R E W O R K W E A R
A CLOTHING COMPANY
O N S H O R E
M a d e i n T e x a s
E E I G H T Y F O U R
GRAPHIC DESIGN WORK
CONTRAST TAPING ( INSIDE COLLAR )
SIDE SLITS
CONTRAST TAPING
( INSIDE COLLAR )
CONTRAST POCKET
CONTRAST BUTTON
THREAD
SIDE SLIT
CONTRAST POCKET
THREE - BUTTON
STANDARD PLACKET
CONTRAST INNER
PLACKET
PRODUCT
JERSEY HENLY W/POCKET
PROCESS
2-D SKETCH
NO.
01
CATEGORY
BASICS COLLECTION
DESIGNER
NABEEL ADNAN
DATE
02 / 10 / 2015
COMPANY LOGO
FRONT
HENLEY SHIRT
BACK
HENLEY SHIRT
DETAIL
COLLAR / BUTTON THREAD
SIDE
HENLEY SHIRT
FABRIC
COTTON
COLOR SCHEMES
BLACK / GREY
C L O T H I N G C O .C L O T H I N G C O .
amaceamaceC L O T H I N G C O .
A M A C E T E C H N I C A L D R A W I N G
16. 3/16” = 1’0”
A MECHANIC / SALES SHOP
GRAPHIC DESIGN WORKGRAPHIC DESIGN WORK
A SALON COMPANY
J 9 M O T O R S M A K E U P B Y V E E N A
M OTO R S
M A K E U P B Y
EENA
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRAPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIICCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC DEEEEEEEEEEEEEEEEEEEEEEEEEESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGN WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOORK
J 9 M O T O R S B A N N E R
