© 2021 ABA DESIGN STUDIO

THIS DOCUMENT, AND THE IDEAS AND DESIGNS

INCORPORATED HEREIN, AS AN INSTRUMENT
2-2X8 HEADER
OF PROFESSIONAL SERVICE, IS THE PROPERTY
W/ 1/2" PLYWD.
2-2X8 HEADER, TYP. OF ABA DESIGN STUDIO AND IS NOT TO BE
SPACERS
USED IN WHOLE OR IN PART, FOR ANY OTHER
PROJECT OR PURPOSE WITHOUT THE WRITTEN
2X12 RIM JOIST AROUND AUTHORIZATION OF ABA DESIGN STUDIO.

2X4 SYP STUDS @ 16" O.C., TYP. CEILING FRAMING, TYP.

2-2X12 BEAM,
2-2X8 HEADER, TYP.

4X4 TREATED WOOD

COLUMN W/ SIMPSON 2X6 CEILING JOISTS
BASE ANCHOR AND 2-2X8 HEADER
@ 16" O.C., TYP.
COL. TO BEAM CONNECTOR
1"
13'-12

14" TRUSS JOISTS

@ 16" O.C., TYP.
GABLE END WALL
@ VAULTED CLG.

GABLE END

@ 24" O.C., TYP.

14" TRUSS JOISTS
2-2X8 HEADER OF VAULTED
Panel Clip Cutsheet 2X6 CEILING JOISTS
@ 16" O.C., TYP.
CEILING abastudio.co
2-2X8 HEADER 2X10 FLUSH VAULTED CEILING
2X4 SYP. STUDS @ 16" O.C.

2X6 SYP. STUDS @ 16" O.C.

BEAM
2X6 CONTINUOUS 2-2X8 HEADER
STRONG BACK @
MID-SPAN
ABADesign
5 1/2" X 14" HEADER
@ GARAGE DOOR AND Houston, Texas 77064

11"
GABLE END

2'-0"
EDGE OF HOUSE OF VAULTED
CEILING Residential - Com. Design
14" TRUSS JOISTS
1"

@ 16" O.C., TYP.

12'-102

4X4 TREATED WOOD 3'-10" 4'-3" M: 832.331.5546

COLUMN W/ SIMPSON 2-2X8 HEADER 2-2X6 HEADER
2X6 CEILING JOISTS
BASE ANCHOR AND
@ 16" O.C., TYP. RUN 2X4 WALLS TO
COL. TO BEAM CONNECTOR ashely.benton@gmail.com
TO THE CEILING
DOUBLE TRUSS
FOR WALL ABOVE
NOTE:
1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS &
CONDITIONS PRIOR TO CONSTRUCTION. REVISION DATE:
2X4 SYP STUDS @ 16" O.C., TYP.
2. CONTACT DESIGNER WITH ANY FRAMING CLARIFICATION. 2X4 FRAMING
-
"DON'T MOVE FORWARD IF UNSURE".
2-2X8 HEADER, TYP. 2-2X8 HEADER FOR CEILING -
JOISTS @ PANTRY
13'-8" 8'-4" 3. APPLY EXTERIOR PLYWOOD SHEATHING AROUND ENTIRE -
STRUCTURE PER ATTACHED SHEAR WALL SCHEDULE.
-
4. REFER TO SHEET S3 FOR ADDITIONAL NOTES -
5. STAIR STRINGERS TO BE 2X12 TREATED AND SECURED
W/ A TREATED 2X4 KICKERS AT BASE.

6. ALL FLOOR PLATE TO BE TREATED AND BOTTOM BASE

1. 1st Floor Framing Plan

PLYWOOD PANEL TO BE TREATED AS WELL.
2. Ceiling Framing Plan
7. ROOF DECK TO HAVE A RADIANT BARRIER. STAGER ALL
scale:1/4"=1'-0" PANELS, TYPICAL.
scale:1/4"=1'-0"
8. ALL STEEL STRAPPING TO BE DONE PRIOR TO
INSTALLING EXTERIOR SHEATHING AND TO BE REVIEWED
BY CITY OF HOUSTON STRUCTURAL REVIEWER BEFORE
INSTALLING EXTERIOR SHEATHING.

STAGGERED 1/2" RADIANT

BARRIER PLYWOOD W/
SIMPSON PSCA 1/2"
SHEATHING CLIPS

2X6 TREATED
RAFTER TIE
@ 36" O.C.
8'-2"

1/2" CDX PLYWOOD OR OSB

DECKING;
(SEE ARCHITECTURAL
DRAWINGS)

5'-4" 5'-4" 3'-0"

HURRICANE TIES:
(SIMPSON H2.5 TYP.)
FRAMING EVERY OTHER RAFTER

Houston, Tx. 77004

RE: PLANS TO TOP PLATE

Shear Wall Detail

Framing Plans / Notes

Garage Addition
FASCIA BOARD
26'-0"
7'-0"

RE: ARCH

2X10 RIDGE BEAM, TYP.

2722 Palm St.

STRAP PLATE
TO EVERY OTHER
STUD (H4 OR A35)

1/2" PLYWOOD SHEATHING

Provide 10d nailing with
edge spacing @ 6" &
STUD WALL
2X6 COLLAR TIES @ 32" O.C. field nail spacing @ 12"
(at front garage walls provide
DOUBLE W/ BOLTED CONNECTION EVERY OTHER RAFTER
10d nailing with 3" spacing
SIMPSON MSTA18 TIE STRAP
field and edge areas)

2X8 DOUG. FIR RAFTERS

@ 16" O.C. FRAMING W/
HURRICANE CLIPS @ 16"
O.C., TYPICAL SIMPSON H4 OR A35
ANCHOR BOLTS
RE: GENERAL NOTES FRAMING ANCHOR
@ EVERY OTHER
STUD

ISSUE DATE:
3/26/2021
DRAWN BY:
30'-0" aba
CHECK BY:
bl

3. Roof Framing Plan SHEET NUMBER:

scale:1/4"=1'-0"

Portal Frame Detail S1

 13'-8" 8'-4" 8'-0"
4" 4'-0" CONCRETE
(THESE NOTES SHALL CONTROL UNLESS OTHERWISE NOTED ON PLANS AND DETAILS) PAD @ DOOR © 2021 ABA DESIGN STUDIO
4" CONC. SLAB
TYPICAL SECTIONS LEGEND AND NOTES: THIS DOCUMENT, AND THE IDEAS AND DESIGNS

A/S2
3'-0"
1. #3 @ 15" O.C., U.O.N 8x8 GRADE BEAM INCORPORATED HEREIN, AS AN INSTRUMENT
#3 REBAR @ 15" O.C.

1"
32
2. 6 MIL POLYETHLENE VAPOR BARRIER, EXTEND FULL COVERAGE UNDER ENTIRE FLOOR SLAB. @ STAIR BASE OF PROFESSIONAL SERVICE, IS THE PROPERTY
EACH WAY
OF ABA DESIGN STUDIO AND IS NOT TO BE

1'-4"
3. 2" MIN. SAND LEVELING LAYER
USED IN WHOLE OR IN PART, FOR ANY OTHER
2'-8" PROJECT OR PURPOSE WITHOUT THE WRITTEN
4. REINFORCING SUPPORT CHAIR @ 48" ON CENTER EACH WAY.
AUTHORIZATION OF ABA DESIGN STUDIO.

4'-4"
3/4" DOOR

2'-4"
5. 2 - #5 BARS TOP & BOTTOM OF STIRRUPS FOR 12" GRADE BEAMS AND 3 FOR 16" GRADE BEAMS
RECESS
6. #4 DOWEL @ 45° WITH 1'-6" LEGS @ 24" O.C

1'-0"
7. FINISH GRADE: SLOPE PER SITEWORK.

8. #3 STIRRUPS - 24" O.C. VARIES

2'-10"
9'-0"
* DESIGN BASED ON ADJACENT SLAB PERFORMANCE AND EXISTING CONDITIONS WHEN ADDING TO EXISTING SLAB. COLUMN BASE
1"
1'-02 1"
32
1'-4" SIMPSON CB66

15'-2"
SUBGRADE PREPARATION AND FILL: FOR WOOD COLUMN

A/S2 SIM
1. STRIP AREAS WITHIN BUILDING LINES TO REMOVE ALL VEGETATION, TOP SOIL AND DEBRIS. 1"
18'-22

D/S2
9'-10"
2. FOLLOWING STRIPPING, PROOF ROLL EXPOSED SUBGRADE TO IDENTIFY WEAK OR SOFT AREAS.
SUCH ZONES SHALL BE REMOVED AND REPLACED WITH SELECT FILL.
slope 1/8" per ft. slope 1/8" per ft.
3"
3. GRADE AREA TO PREVENT PONDING OF WATER. DO NOT ALLOW EXPOSED SUBGRADE TO DRY.

4. IF REQUIRED, FILL SHALL BE SELECT MATERIALS AS FOLLOWS:

CLEAN SANDY CLAY, FREE OF ORGANIC MATTER

26'-0"
PLASTICITY INDEX (PI) : 7 TO 20% LIQUID LIMIT: 28 TO 40 %

5. CONTRACTOR/BUILDER SHALL AVOID, AS MUCH AS POSSIBLE, PLACEMENT OF GRADE BEAM TRENCH

CUTTINGS UNDER SLAB AREAS. AS A MINIMUM, ALL PERIMETER GRADE BEAM TRENCH CUTTINGS SHALL
abastudio.co

21'-8"
1'-4"
BE DISPOSED OUTSIDE SLAB AREAS.

6. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS TO AVOID OVER CUTTING AND FILLING THE SLAB AREA
AND TO PROTECT SITE. SITE BUILDING TO SEE WHAT IS ESSENTIAL AND WHAT CAN BE REMOVED.

ABADesign

16'-0"
B/S2

B/S2
SURFACE DRAINAGE: C/S2 #3 REBAR @ 15" O.C.
THE DRAINAGE PRECAUTIONS LISTED BELOW SHOULD BE OBSERVED DURING CONSTRUCTION AND AT ALL TIMES AFTERWARD; EACH WAY Houston, Texas 77064

1"
AFTER THE STRUCTURE HAS BEEN COMPLETED, BUILDER SHALL ADVISE OWNER OF THESE PRECAUTIONS AND

21'-02
8'-10"
CORRECTED MEASURES NEEDED TO ADDRSS ANY REMAINING DRAINAGE ISSUES.
Residential - Com. Design

10'-10"
1. THE GROUND SURFACE SURROUNDING THE EXTERIOR OF THE STRUCTURE MUST BE SLOPED TO DRAIN
AWAY FROM THE STRUCTURE IN ALL DIRECTIONS FOR A MINIMUM DISTANCE OF FIVE (5) FEET WITH A
F/S1 A/S2 SIM M: 832.331.5546

A/S2 SIM
MINIMUM OF SIX (6) INCHES OF VERTICAL FALL. 6"
2. WATER SHOULD NOT BE ALLOWED TO POND NEXT TO THE STRUCTURE & SIDE DRAINAGE SWALES MUST NOT BE BLOCKED. A/S2 B/S2
3. WHERE LANDSCAPING IS TO BE INSTALLED NEXT TO PERIMETER GRADE BEAMS, A MOISTURE BARRIER OR

F/S1
OTHER SUITABLE MEANS IS RECOMMENDED TO PREVENT MOISTURE FROM ENTERING UNDERLYING CLAY ashely.benton@gmail.com
SOILS.

2'-10"
4. ROOF DOWNSPOUTS AND DRAINS SHOULD DISCHARGE WELL AWAY FROM THE LIMITS OF THE FOUNDATIONS

6"
1'-4"
AND AWAY FROM EDGE OF PERIMETER GRADE BEAMS. IF SUCH CANNOT BE PROVIDED, AN UNDERGROUND PIPE
VARIES
DRAINAGE SYSTEM SHALL BE PROVIDED BY BUILDER; ABSENCE OF SUCH PIPE DRAIN SYSTEM CAN CAUSE FUTURE
FOUNDATION SOIL MOVEMENT & FOUNDATION PERFORMANCE ISSUES. ALL DRAIN PIPE SYSTEMS MUST UTILIZE
REVISION DATE:

1"
SOLID PVC PIPES AND PROPERLY SLOPED.

32
COLUMN BASE
2'-2" 6'-10" 9'-0" 7'-6" 6"
CONCRETE: 8" 8"
SIMPSON CB66 -
1'-4" 1'-4" FOR WOOD COLUMN
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE "ACI STANDARD BUILDING CODE REQUIREMENT
11'-0" 11'-0" 8'-0" -
FOR STRUCTURAL CONCRETE: (ACI 318-99)".
2. NORMAL WEIGHT CONCRETE WITH MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c) = 2500 PSI
-
3. CONCRETE SHOULD BE PLACED IN THE FOOTING EXCAVATIONS AS SOON AS POSSIBLE AFTER EXCAVATION
TO MINIMIZE THE POSSIBILTY OF CAVING OF DRILLED PIERS.
-
4. CLEAN TOPS OF PIERS AND BOTTOM OF GRADE BEAM TRENCHES THOUROUGHLY PRIOR PLACEMENT OF
CONCRETE IN THE GRADE BEAMS.
-
5. INDEPENDENT INSPECTOR SHALL REVIEW DRILLED PIERS PRIOR TO CONCRETE PLACEMENT.
1. Foundation Plan
scale:1/4"=1'-0"
PIPING PENETRATIONS:
1. ALL PIPING PENETRATIONS THROUGH EXTERIOR GRADE BEAMS SHALL BE SLEEVED WITH SCHEDULE 40
PIPE.

Strapping Detail NEW GRADE BEAMS

D = ± 3'-0" W = 16"

6 - #5 REBAR 1"
52
W/ #3 STIRRUPS 1"
1'-12
1/2" ANCHOR BOLTS 4-#5 REBAR
@ 16" O.C., TYP.
@ 4'-0" O.C. AND 8" 1-#4 CONT. NOSING BAR #3 REBAR @ 15" W/ #3 STIRRUPS
#3 REBAR @ 15" OFF END OF SLAB, TYP. @ SLAB RECESSES O.C EACH WAY, TYP. @ 16" O.C., TYP. NEW DRIVEWAY
GREATER THAT 51/2"

3"
O.C EACH WAY, TYP.
FINISHED FLOOR
6"

2'-0"

4"
2'-0"

4"

3"
3"

SAND BASE
4" SAND BASE
6 MIL PLASTIC 2" MIN. SAND BASE
VAPOR BARRIER 6 MIL PLASTIC
VAPOR BARRIER
GRADE AND SELECT FILL
1'-4" 1'-4" NATURAL GRADE
NATURAL GRADE

Houston, Tx. 77004

Foundation Plan / Notes

A. FOUNDATION DETAIL C. FOUNDATION DETAILS E. FOUNDATION DETAILS

Garage Addition
scale: 3/4"=1'-0" scale: 3/4"=1'-0"
scale: 3/4"=1'-0"

2722 Palm St.

1/2" ANCHOR BOLT
@ 4'-0" O.C., TYP.
VARIES

VARIES
4-#5 REBAR 4-#5 REBAR 4-#5 REBAR
W/ #3 STIRRUPS #3 REBAR @ 15" W/ #3 STIRRUPS #3 REBAR @ 15" W/ #3 STIRRUPS #3 REBAR @ 15"
@ 16" O.C., TYP. O.C EACH WAY, TYP. @ 16" O.C., TYP. O.C EACH WAY, TYP. @ 16" O.C., TYP. O.C EACH WAY, TYP.
4"

ISSUE DATE:
2'-0"

2'-0"

2'-0"
4"

4"
3"

3"

3"
SAND BASE 3/26/2021
6 MIL PLASTIC SAND BASE SAND BASE
VAPOR BARRIER 6 MIL PLASTIC 6 MIL PLASTIC DRAWN BY:
VAPOR BARRIER VAPOR BARRIER aba
1'-4" NATURAL GRADE CHECK BY:
1'-4" 1'-4"
NATURAL GRADE NATURAL GRADE
bl

SHEET NUMBER:
B. FOUNDATION DETAIL
scale: 3/4"=1'-0" D. FOUNDATION DETAILS F. FOUNDATION DETAILS
scale: 3/4"=1'-0" scale: 3/4"=1'-0"
S2
 © 2021 ABA DESIGN STUDIO

THIS DOCUMENT, AND THE IDEAS AND DESIGNS

INCORPORATED HEREIN, AS AN INSTRUMENT
OF PROFESSIONAL SERVICE, IS THE PROPERTY
OF ABA DESIGN STUDIO AND IS NOT TO BE
USED IN WHOLE OR IN PART, FOR ANY OTHER
PROJECT OR PURPOSE WITHOUT THE WRITTEN
AUTHORIZATION OF ABA DESIGN STUDIO.

abastudio.co

ABADesign
Houston, Texas 77064

Residential - Com. Design

M: 832.331.5546

ashely.benton@gmail.com

REVISION DATE:
-
-
-
-
-

1. COH Sidewalk detail - Joints 2. COH Driveway Detail @ Street 3. COH Sidewalk Details

Houston, Tx. 77004

Garage Addition
2722 Palm St.

Standard Details
ISSUE DATE:
3/26/2021
DRAWN BY:
aba
CHECK BY:
bl

SHEET NUMBER:

4. COH Driveway / Sidewalk Dtl. 5. COH ADA Walk Detail S3