ATTACHMENT 2 - STRUCTURAL.pdf
PDF 7 MB Posted
- Attached to
- SMCISD Mendez Elementary Replacement
- Solicitation number
- CSP-MD-2024-01
- Issued by
- Hays County, Texas
About this file
This document is a comprehensive structural addendum for the SMCISD Mendez Elementary School Replacement project in San Marcos, Texas, prepared by Perkins&Will on July 9, 2024. The addendum (Addendum 02) details numerous technical modifications and updates to various structural drawing sheets, including changes to foundation plans, roof framing plans, floor framing plans, and specific structural details across multiple building areas (Areas A, B, C, D, and E). Specific revisions include adjustments to pier configurations, grade beam reinforcements, steel column specifications, joist loads, and detailed structural connection methods.
The structural drawings cover extensive technical specifications for foundation design, including pier schedules with specific shaft diameters, embedment depths, vertical reinforcement, and tie configurations. The documents outline precise reinforcement requirements for grade beams, concrete slab specifications, wall schedules, and structural steel connections. The project appears to involve a comprehensive replacement of an existing elementary school facility, with meticulous attention to structural integrity, including provisions for different building zones, roof framing, floor systems, and specialized architectural interfaces such as curtain walls, windows, and mechanical system supports. The level of detail suggests a complex, multi-area educational facility construction project with rigorous engineering standards.
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SMCISD Mendez Elementary School Replacement San Marcos, Texas Addendum 02
Perkins&Will 213030.000
09 July 2024
Addendum No.
2 Page 1
STRUCTURAL NARRATIVE
1.1 CHANGES TO THE DRAWINGS
A. SHEET S00-04: TYPICAL FOUNDATION DETAILS
1. Detail 4 revised
2. Detail 16 added
B. SHEET S00-07: TYPICAL MASONRY DETAILS
1. Detail 9 revised
C. SHEET S11-01A: FOUNDATION PLAN – AREA A
1. Dimension revised
2. Firewall revised
D. SHEET S11-01B: FOUNDATION PLAN – AREA B
1. Dimension revised
2. Firewall revised
3. Curbs added
4. Depression at drain added
5. Kneewall annotations added
E. SHEET S11-01C: FOUNDATION PLAN – AREA C
1. CMU joints added
2. Firewall revised
F. SHEET S11-01D: FOUNDATION PLAN – AREA D
1. Pier elevation at exterior stair revised
G. SHEET S11-02C: LEVEL 02 ROOF FRAMING PLAN – AREA C
1. Plan note added
H. SHEET S11-02E: LEVEL 02 FLOOR FRAMING PLAN – AREA E
1. Framing revisions for exterior stair landing
2. Details cut on plan
3. Plan note added
I. SHEET S12-01A: ROOF FRAMING PLAN – AREA A
1. RTU weights and joist add loads updated
J. SHEET S12-01B: ROOF FRAMING PLAN – AREA B
1. RTU weights and joist add loads updated
2. Details added on plan
3. CMU joints added
K. SHEET S12-01C: ROOF FRAMING PLAN – AREA C
1. Plan note added
2. Framing revised
3. Details added on plan
L. SHEET S12-01D: ROOF FRAMING PLAN – AREA D
1. RTU weights and joist add loads updated
M. SHEET S12-01E: ROOF FRAMING PLAN – AREA E
1. RTU weights and joist add loads updated
N. SHEET S20-01: FOUNDATION DETAILS
SMCISD Mendez Elementary School Replacement San Marcos, Texas Addendum 02
Perkins&Will 213030.000
09 July 2024
Addendum No.
2 Page 2
1. Detail 6 revised
O. SHEET S20-02: FOUNDATION DETAILS
1. Detail 16 added
P. SHEET S30-02: FLOOR FRAMING DETAILS
1. Details 3, 4, 5, & 6 added
Q. SHEET S40-01: ROOF FRAMING DETAILS
1. Detail 15 revised
R. SHEET S40-02: ROOF FRAMING DETAILS
1. Detail 8 revised
2. Detail 14 added
S. SHEET S40-03: WOOD FRAMING DETAILS
1. Details 4 & 13 revised
2. Details 11 & 14 added
END OF DOCUMENT
2' - 0" SQ
" S
E E
P
LA
N
ADD'L (4) #4x5'-0" EA WAY
OVER VOLLEYBALL INSERT
(8) #5 VERT W/
(3) #5 TIES
#4 DWLS
@ 9" OC
18"
18"
LC
INSERT
VOLLEYBALL INSERT
-SEE ARCH
SLAB REINF
-SEE PLAN
WATER
VAPOR
BARRIER
NOTES:
1. CONTRACTOR HAS OPTION TO CORE VOLLEYBALL INSERT IF
A MINIMUM OF 1" NON-SHRINK GROUT IS PROVIDED
AROUND THE INSERT.
2. VERIFY LOCATION WITH ARCHITECTURAL DRAWINGS
COMP SELECT
FILL
WATER VAPOR BARRIER
(2) #5 EW
FLOOR DRAIN
-SEE PLUMBING
SLOPE FLOOR
TO DRAIN
DRAIN
WIDTH (+9")
SEE
ARCH
SEE
ARCH
SEE MANUF FOR
DIMENSIONS
NOTE: VERIFY LOCATION WITH
PLUMBING DRAWINGS
COMP SELECT FILL(2) #5 CONT W/
#4 @ 12"OC TRANSVERSE
WATER VAPOR
BARRIER
TRENCH DRAIN
-SEE PLUMBING
(+9")
TRENCH WIDTH
D E P
TH
TR
E N
C H
NOTE: VERIFY LOCATION WITH
PLUMBING DRAWINGS
SEE MANUF FOR
EMBEDS AND
DIMENSIONS
24"24"
6" MIN
S E E
P
LA
N
S E E
P
LA
N
S E E
P
LA
N
COMP SELECT
FILL
WATER VAPOR BARRIER
MIN
1' - 0"
COMP SELECT
FILL
WATER VAPOR BARRIER
S E E
P
LA
N
S E E
P
LA
N S E E
P
LA
N
#3 @ 12" OC
SLAB RECESS 3" TO 13" DEEP
SLAB RECESS LESS THAN 3" DEEP
90° HOOKS
CORNER TIE HOOK
135° HOOKS
CROSS TIE
STIRRUP & TIE HOOK SCHEDULE
BAR
SIZE
D (IN)
90° HOOKS
A OR G, (IN)
135° HOOKS
A OR G (IN)
#3
#4
#5
1 1/2
2 1/2
4 1/2
4 1/2
5 1/2
D= INSIDE DIAMETER OF BEND
H O
O K
A O
R G
D E
TA
IL
IN
G D
IM
E N
S
IO
N
6 d b db d b
6 d b
D d b
A d b db
D
6 db
A
D E
TA
IL
IN
G D
IM
E N
S
IO
N
A OR G
6 db d b
D
A
D
D
NOTES:
1. Ld= TENSION DEVELOPMENT LENGTH.
2. ALL SPLICES ARE IN INCHES.
3. AT SPLICES FOR TOP BARS, MULTIPLY SPLICE LENGTHS (OR Ld/2 AS NOTED IN BEAM
SCHEDULE) BY 1.30. A TOP BAR IS DEFINED AS HAVING A MINIMUM OF 12" OF FRESH
CONCRETE BELOW BAR.
4. FOR EPOXY COATED BARS, MULTIPLY SPLICE LENGTHS BY 1.5. THE PRODUCT OF THE TOP BAR
MULTIPLIER AND EPOXY COATED BAR MULTIPLIER NEED NOT BE MORE THAN 1.7.
5. WHEN LAP SPLICING BARS OF DIFFERENT SIZES, THE LENGTH IS DETERMINED BY THE SMALLER
BAR, BUT NOT TO BE LESS THAN THE CLASS A SPLICE LENGTH OF THE LARGER BAR.
6. FOR DEVELOPMENT LENGTHS AND SPLICES IN SLABS AND WALL WHERE CLEAR COVER TO
REINFORCING IS LESS THAN db OR CLEAR SPACING IS LESS THAN 2db, VALUES LISTED SHALL BE
MULTIPLIED BY 1.5.
BAR
SIZE CLASS B
1.3 Ld
#3
#4
#6
#7
#8
#9
#10
#11
#5
F'c=3000
CLASS A
1.0 Ld
TENSION DEVELOPMENT LENGTHS AND TENSION LAP SPLICE LENGTHS
GRADE 60 REINFORCEMENT/NORMAL WEIGHT CONCRETE
BAR
SIZE
#3
#4
#6
#7
#8
#9
#10
#11
#5
F'c=4000 F'c=5000 F'c=6000
CLASS B
1.3 Ld
CLASS A
1.0 Ld
CLASS B
1.3 Ld
CLASS A
1.0 Ld
CLASS B
1.3 Ld
CLASS A
1.0 Ld
OUTSIDE FACE
OF BAR
OUTSIDE FACE
OF BAR
90° HOOKS 180° HOOKS
BAR
SIZE
F'c=4000
1.25Lhb
#3
#4
#6
#7
#8
#9
#10
#11
#5
F'c=3000
Lhb
BAR
SIZE
#3
#4
#6
#7
#8
#9
#10
#11
#5
F'c=5000 F'c=6000
DEVELOPMENT LENGTHS OF STANDARD HOOKS IN TENSION
GRADE 60 REINFORCEMENT/NORMAL WEIGHT CONCRETE
LdhLdh
HOOK DEVELOPMENT LENGTH SCHEDULE NOTES:
1. Ldh= Lhb UNLESS CONDITIONS OF ITEM 2 ARE NOT SATISFIED
2. Ldh= 1.25Lhb FOR #11 BARS AND SMALLER WHEN SIDE COVER (NORMAL TO PLANE OR HOOK)
IS LESS THAN 2 1/2 INCHES AND 90° HOOKS AND COVER ON BAR EXTENSION BEYOND HOOK
IS LESS THAN 2 INCHES.
3. HOOKS ARE NOT CONSIDERED EFFECTIVE FOR DEVELOPING BARS IN COMPRESSION.
4. Ldh SHALL BE MULTIPLIED BY 1.2 FOR EPOXY-COATED HOOKED BARS.
5. VALUES INCLUDE A CONFINING REINFORCEMENT MODIFICATION FACTOR OF 1.6. VALUES
MAY BE DIVIDED BY 1.6 FOR #11 AND SMALLER BARS WITH SPACING GREATER THAN 6Db OR
Ath ≥ 0.4Ahs BUT SHALL NOT BE LESS THAN 6 INCHES OR 8Db.
Lhb Lhb Lhb1.25Lhb 1.25Lhb 1.25Lhb
RECOMMENDED END HOOKS, ALL GRADES
BAR
SIZE
FINISHED BEND
DIAMETER, D (IN)
180° HOOKS
A OR G, (IN) J, (IN)
90° HOOKS
A OR G, (IN)
2 1/4#3 65 3
3#4 86 4
4 1/2#6 128 6
5 1/4#7 1410 7
6#8 1611 8
9 1/2#9 1915 11 3/4
10 3/4#10 2217 13 1/4
12#11 2419 14 3/4
18 1/4#14 3127 21 3/4
24#18 4136 28 1/2
3 3/4#5 107 5
D= INSIDE DIAMETER OF BEND
90° HOOKS 180° HOOKS
d b
DETAILING
DIMENSIONS
A O
R G d b
D
J
HOOK
A OR G
DETAILING
DIMENSIONS
D
4 db OR
2 1/2" MIN
d b
VERTICAL PIER DOWELS
AND PLINTH VERTICAL
REINFORCEMENT
-SEE ENLARGED PLANS
PLINTH
-SEE ENLARGED PLANS
FOR SIZING AND
REINFORCEMENT
HSS BRACE
-SEE ELEVATIONSTEEL COL
-SEE PLAN
NOTE: THICKENED SLAB AND BLOCKOUT NOT SHOWN
FOR CLARITY. SEE TYPICAL COLUMN PLINTH
FOUNDATION DETAIL FOR ADDITIONAL INFORMATION
SECTION VIEWS
2' - 0"
(6) #4 STIRRUPS
-(3) @ 1-1/2" IN TOP 5"
(8) #6 VERT PLINTH REINF
-USE AS PIER DWL W/ STD
HOOK AT TOP
#4 TIE EA STIRRUP
COLUMN BASEPLATE AND
GUSSET (WHEN APPLICABLE)
-SEE SCHEDULE
PLINTH TYPE 'I'
INTERIOR FRAME
1' - 6"
#4 TIE EA STIRRUP
COLUMN BASEPLATE AND GUSSET
-SEE SCHEDULE
SEE PLAN
(6) #4 STIRRUPS
-(3) @ 1-1/2" IN TOP 5"
(8) #6 VERT PLINTH REINF
-USE AS PIER DWL W/ STD
HOOK AT TOP
(3) #4 VERT PAIR
PLINTH TYPE X
FRAME PERPENDICULAR TO
EXTERIOR GRADE BEAM
2' - 0"
(6) #4 STIRRUPS
-(3) @ 1-1/2" IN TOP 5"
(8) #6 VERT PLINTH REINF
-USE AS PIER DWL W/ STD
HOOK AT TOP
#4 TIE EA STIRRUP
COLUMN BASEPLATE AND GUSSET
-SEE SCHEDULE
SEE PLAN
2' - 6"
PLINTH TYPE XI
FRAME AT EXTERIOR CORNER
2' - 0"
(6) #4 STIRRUPS
-(3) @ 1-1/2" IN TOP 5"
#4 TIE EA STIRRUP
COLUMN BASEPLATE AND GUSSET
-SEE SCHEDULE
SEE SCHEDULE
CONT TOP BARS INTO
GRADE BEAM BEYOND
ENLARGED PLAN VIEW
PLINTH TYPE XII
FRAME AT EXTERIOR PARALLEL
TO EXTERIOR GRADE BEAM
SEE PLAN
S E E P
LA
N
LD
PLINTH STIRRUPS
-SEE ABOVE
STEEL COL
-SEE PLAN
LD
HOOK GRADE BEAM BARS INTO
PLINTH
(3) #4 VERT PAIR
GRADE BEAM REINF
-SEE DETAILS
-HOOK TOP AND BOT BARS INTO PLINTH
GRADE BEAM REINF
-SEE DETAILS
-HOOK TOP AND BOT BARS INTO PLINTH
GRADE BEAM REINF
-SEE DETAILS
-HOOK TOP AND BOT
BARS INTO PLINTH
INTERSECTING GRADE BEAM REINF
-HOOK BARS INTO PLINTHFFE
SEE PLAN
HSS BRACE
-SEE ELEVATION
INTERSECTING GRADE BEAM REINF
-HOOK BARS INTO PLINTH
T/PIER
SEE PLAN
T/PIER
SEE PLAN
WIDEN GRADE BEAM GB1
BETWEEN BRACED FRAME
COLUMNS
PIER
-SEE PLAN FOR SIZE
AND REINF
PIER
-SEE PLAN FOR SIZE
AND REINF
(8) #6 VERT PLINTH REINF
-USE AS PIER DWL W/ STD
HOOK AT TOP
VERTICAL PIER DOWELS
AND PLINTH VERTICAL
REINFORCEMENT
-SEE ENLARGED PLANS
NOTE:
SEE PLAN FOR WHERE
PLINTH DIMENSIONS DIFFER
ANCHOR BOLTS AND
TEMPLATE FURNISHED
BY LIGHTPOLE SUPPLIER
SEE ELECT DWG
30'-0" ABOVE
GRADE
NOTE: ANCHOR BOLTS TO BE
GALVANIZED BOLTS WITH
GALVANIZED NUTS. CONCRETE
TO HAVE A 28 DAY STRENGTH
OF 3000 PSI
(6) #6 BARS W/ #3
CIRCULAR TIES @ 12"
RIGID FIBER FORM
(SONOTUBE) FILLED
W/ CONCRETE
TOP OF PAVEMENT
LIGHT POLE
(2
M
A X
S E E
E
LE
C T
D W
G
B E
LO
W E X
IS
TI
N G
G R
A D
E
CLR
3"
24"Ø
C
LR S
E E E
LE
C
T D
W G
3/4" CHAMFERADD'L #3 TIES @ 4"
OC ALONG LENGTH
OF ANCHOR BOLTS
6"
" S E E
P
LA
N
S E E
P
LA
N
6"6"
FINISH FLOOR
WATER VAPOR
BARRIER
#3 @ 18" OC
SELECT COMP
FILL
(1) #3 CONT
(1) #3 CONT
WATER VAPOR
BARRIER
#3 @ 18" OC
SELECT COMP
FILL
12"
12"
SHEET NUMBER
TITLE
Job Number
ISSUE CHART
CONSULTANTS
KEYPLAN
PROJECT
STRUCTURAL
CIVIL
MEP
LANDSCAPING
OWNER
213030.000
631 MILL ST
SAN MARCOS, TX 78666
TX FIRM: F-1114
506 E BRAKER LN
AUSTIN, TX 78753
GIL ENGINEERING ASSOCIATES
5707 SOUTHWEST PKWY, BLDG 2, STE 250
AUSTIN, TX 78735
DUNAWAY ASSOCIATES
631 MILL ST
SAN MARCOS, TX 78666
SAN MARCOS CISD
328 S BROADWAY AVE
TYLER, TX 75702
EMA ENGINEERING & CONSULTING
9890 SILVER MOUNTAIN DR
AUSTIN, TX 78737
COLEMAN & ASSOCIATES
13284 POND SPRINGS RD, STE 304
AUSTIN, TX 78729
TRUE NORTH CONSULTING GROUP
TECHNOLOGY
13061 #3 HIGHWAY 181
SAN ANTONIO, TX 78223
COSPER & ASSOCIATES
FOOD SERVICE
13740 RESEARCH BLVD, SUITE C2
AUSTIN, TX 78750
ENGINEERED EXTERIORS, LLC
ENVELOPE
/9
/2
:4
:5
A
M A u to d e s k D o c s /S
M C
IS
D
M e n d e z E le m e n ta ry
R e p la c e m e n t/
S M
C
IS
D M e n d e z E
S R e p la c e m e n t
S t r u c tu ra l.
rv t
07/09/24
S00-04
TYPICAL FOUNDATION
DETAILS
SMCISD MENDEZ
ELEMENTARY SCHOOL
REPLACEMENT
1805 PETER GARZA DR
SAN MARCOS, TX 78666
SAN MARCOS CISD
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
6/
/2
310 Comal St
Suite 100
Austin, Texas 78702 t 512.997.5261 www.perkinswill.com
SCALE: 3/4" = 1'-0"1
VOLLEYBALL INSERT DETAIL
SCALE: 3/4" = 1'-0"2
FLOOR DRAIN DETAIL
SCALE: 3/4" = 1'-0"3
TRENCH DRAIN DETAIL
SCALE: 3/4" = 1'-0"4
SLAB RECESS
SCALE: 3/4" = 1'-0"5
STIRRUP AND TIE HOOK SCHEDULE
SCALE: 3/4" = 1'-0"6
TENSION DEVELOPMENT
AND SPLICE LENGTHS SCHEDULE
SCALE: 3/4" = 1'-0"7
DEVELOPMENT LENGTHS
OF STANDARD HOOKS IN TENSION
SCALE: 3/4" = 1'-0"8
END HOOK SCHEDULE
SCALE: 3/4" = 1'-0"13
BRACED FRAME PLINTH PLANS
SCALE: 3/4" = 1'-0"12
LIGHTPOLE FOUNDATION DETAIL
MARK ISSUE DATE
1 ADD 01 07/09/24
SCALE: 3/4" = 1'-0"16
TYPICAL CURB DETAIL
1 1
CMU WALL SCHEDULE
VERTICAL REINFORCEMENTWALL HEIGHTSIZEDESCRIPTION
EXTERIOR WALLS
INTERIOR
WALLS
6"
8"
12"
8"
12"
NOTES:
1. WALL HEIGHT, H, SHALL BE CONSIDERED AS THE DISTANCE BETWEEN LATERAL SUPPORTS
2. ALL DOWELS TO FLOOR SLAB SHALL MATCH SIZE & SPACING OF VERTICAL REINFORCEMENT
3. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE (2) #4 CONT. IN FULLY GROUTED BOND BEAM
SPACED @ 8'-0" O.C. VERTICALLY (MAX) [(2) #5 IN 12" CMU WALLS]
4. ALL CELLS WITH REINFORCING SHALL BE FULLY GROUTED
5. f'm = 1,900 PSI
H ≤ 30'-0" #6 @ 32" OC
#7 @ 24" OC
#5 @ 32" OC
#5 @ 32" OC
#4 @ 48" OC
20'-0" < H ≤ 25'-0"
14'-0" < H ≤ 20'-0"
0'-0" H ≤ 14'-0"
H ≤ 30'-0"
MAIN CORRIDOR WALLS
20'-0" < H ≤ 30'-0"
ALL HEIGHTS
0'-0" < H ≤ 20'-0" #4 @ 48" OC
#5 @ 48" OC
#4 @ 48" OC
#4 @ 48" OC
NOTES:
1. PROVIDE BLOCK LINTELS FOR ALL OPENINGS IN INTERIOR & EXTERIOR BLOCK
WALLS FOR WHICH STEEL LINTELS ARE NOT SCHEDULED. SEE ARCHITECTURAL
DRAWINGS FOR SIZE & LOCATION OF OPENINGS.
2. PROVIDE 8" MIN BEARING EACH END OF LINTEL.
3. PROVIDE (2) VERTICAL BARS TO MATCH TYPICAL WALL REINFORCEMENT IN
FULLY GROUTED CELLS AT EACH JAMB.
4. PROVIDE (2) #4 IN BOND BEAM AT SILL FOR OPENINGS LESS THAN 5'-0", (2) #5
FOR OPENINGS LESS THAN 10'-0" OR (2) #6 FOR OPENINGS LESS THAN 15'-0".
OPENINGS LESS
THAN 15'-0"
OPENINGS LESS
THAN 10'-0"
OPENINGS LESS
THAN 5'-0"
SOLID GROUT
FILL
SOLID GROUT
FILL
SOLID GROUT
FILL
(2) #4 CONT
@ 6" WALL
(2) #5 CONT
@ 8" WALL
(2) #6 CONT
@ 12" WALL
#3 @ 12" OC
(2) #5 CONT
@ 6" WALL
(2) #6 CONT
@ 8" WALL
(2) #7 CONT
@ 12" WALL
T&B
#3 @ 12" OC
(2) #6 CONT
@ 8" WALL
(2) #7 CONT
@ 12" WALL
T&B
TW
O
C O
U R
S E S
TH
R
E E
C O
U R
S E S
O N
E C
O U
R S E
HORIZ REINF
-SEE PLAN
(2) VERT TO
MATCH WALL
REINF (TYP)
16" SMOOTH DWL TO MATCH HORIZ REINF OR
HECKMANN ANCHOR PER GENERAL NOTES
-GREASE DWL OR PROVIDE PLASTIC SLEEVE TO
ALLOW 1" HORIZ MOVEMENT
CMU WALL
-SEE PLAN
NOTE:
CONTROL JOINTS SHALL NOT BE
LOCATED CLOSER THAN 2'-0"
FROM ALL OPENINGS
CORNER BARS TO MATCH THE
SIZE AND QUANTITY OF BOND
BEAM REINF
TYP BOND
REINF
MASONRY ANCHOR
@ 16" OC
MASONRY WALL
STEEL COLUMN
24"
24"
PLAN VIEW
(2) VERT IN
CORNER TO
MATCH WALL
REINF
(2) VERT AT
INTERSECTING
WALLS TO MATCH
WALL REINF
NOTES:
1. ALL CELLS WITH REINFORCEMENT SHALL BE SOLID GROUTED. CELLS ARE TO BE CLEAN AND
FREE OF EXCESS MORTAR AND DEBRIS.
2. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.
3. ALL REINFORCEMENT SHALL BE PLACED PRIOR TO POURING OF GROUT.
DOUBLE LAYER
SINGLE LAYER
E Q
E Q
C
LR
C
LR
REBAR CLEARANCE SCHEDULE
EXPOSED TO WEATHER OR EARTH
BARS LARGER THAN #5 2"
#5 OR SMALLER 1 1/2"
NOT EXPOSED TO WEATHER OR EARTH
ALL BARS 1 1/2"
BAR
SIZE
#3
#4
#6
#7
#8
#9
#5
6-in. CMU
N/A
N/A
N/A
N/A
MASONRY LAP SPLICE LENGTHS, F'm = 1,900 psi, GRADE 60 REINFORCEMENT IN CENTER OF WALL, in.
BAR
SIZE
#3
#4
#6
#7
#8
#9
#5
8-in. CMU 10-in. CMU 12-in. CMU
EPOXY ANCHOR (SIZE AND
SPACING TO BE SPECIFIED
ELSEWHERE)
ALL CMU CELLS RECEIVING
EPOXY ANCHORS SHALL BE
GROUTED SOLID DOWN TO
NEAREST BOND BEAM
EMBEDMENT
PER SCHEDULE
CMU WALL
-SEE PLAN
EPOXY ANCHOR SCHEDULE
EMBEDMENT
DEPTH
SPECIFIED
DIAMETER
NOTES:
1. THIS DETAIL SHALL APPLY AT ALL LOCATIONS WHERE EPOXY OR
ADHESIVE ANCHORS ARE SPECIFIED WITHIN THE DRAWINGS.
2. ALL THREADED RODS FOR EPOXY ANCHORS SHALL BE MADE
FROM EITHER A307 OR A36 STEEL.
3. IF GREATER EMBEDMENT DEPTHS ARE SPECIFIED IN THE
DRAWINGS, THOSE EMBEDMENT DEPTHS SHALL GOVERN.
4. EPOXY ANCHORS IN CMU AND CONCRETE SHALL BE LOCATED
AT LEAST 4" AWAY FROM ALL EDGES. THE CENTER TO CENTER
SPACING OF EPOXY ANCHORS SHALL NOT BE LESS THAN 8".
WHERE EPOXY ANCHORS ARE LOCATED IN CMU, THERES SHALL
BE A MAXIMUM OF ONE ANCHOR PER CELL.
5. ALL EPOXY ANCHORS SHALL BE INSTALLED IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS (INCLUDING
HOLE DIAMETERS, HOLE CLEANING PROCEDURES, TORQUE
SPECIFICATIONS, AND SPECIAL INSPECTIONS).
6. HILTI HIT-HY 270 ADHESIVE ANCHORING SYSTEM SHALL BE USED
AT ALL ADHESIVE ANCHORS IN CMU.
4 1/2"
5 5/8"
6 3/4"
1/2"
5/8"
3/4"
BRACE FRAMING
MISCELLANEOUS
MAX
LENGTH
SPACINGSTUD TYPE
362S162-43 4'-0" OC 14'-0"
BRACE @ MID-PT
FOR LENGTHS OVER 14'-0"
NOTES: INTERIOR LOCATIONS ONLY
1. NON-LOAD BEARING MASONRY WALL BRACES. BRACING AT THE TOP OF MASONRY WALLS IS REQUIRED
ON STRAIGHT RUNS OF WALL MORE THAN SIX FEET FROM A CORNER, INTERSECTING WALL, OR AS NOTED
ABOVE.
2. WHEN THE MASONRY WALL TERMINATES AT THE BOTTOM OF THE DECK, A TYPE 'A' ATTACHMENT AT THE
FLOOR DECK OR A TYPE 'B', 'C', 'D' OR 'F' ATTACHMENT AT EITHER THE FLOOR OR ROOF MAY BE USED.
WHEN WALLS TERMINATE ABOVE THE CEILING A TYPE 'B', 'C' OR 'E' ATTACHMENT SHOULD BE USED.
6 FEET BRACE REQ'D 6 FEET
F
E E T
B R
A C
E R
E Q
'D
F
E E T
B R
A C
E R
E Q
'D
12" CMU 24'-0" OR LONGER
8" CMU 12'-0" OR LONGER
6" CMU 6'-0" OR LONGER
CONT BOND BEAM
W/ (2) #4 CONT
FULLY GROUTED
L3x3x1/4 x 0'-6"
@ 6'-0" OC W/
(2) 1/4"ø EXP BOLTS
EA ANGLE
TYPE A (FLOOR)
MASONRY TIE
@ 16" OC
CONT BOND BEAM
W/ (2) #4 CONT
FULLY GROUTED
TYPE D (FLOOR/ROOF)
1/4"ø PAF @ 24" OC
TYPE E (FLOOR / ROOF)
STUDS @ 16" OC AS
REQ'D (SEE ARCH)
CONT BOND BEAM
W/ (2) #4 CONT
FULLY GROUTED
STUD BRACE
@ 48" OC
(SEE SCHEDULE)
CONT BOND BEAM
W/ (2) #4 CONT
FULLY GROUTED
CONT BOND BEAM
W/ (2) #4 CONT
FULLY GROUTED
L 2 1/2x2 1/2x1/4
@ 4'-0" OC
PL1/4x4x0'-4" W/
(1) 1/2"ø x 4" EXP BOLT IN
GROUTED BOND BEAM
MAX SLOPE
SEE ARCH FOR
TOP OF BLOCK
TYPE C (FLOOR / ROOF)
TYPE F (FLOOR / ROOF)
TYPE B (FLOOR / ROOF)
MAX SLOPE
L 2 1/2x2 1/2x1/4
@ 4'-0" OC
PL1/4x4x0'-4" W/
(1) 1/2"ø x 4" EXP BOLT IN
GROUTED BOND BEAM
SEE ARCH FOR
TOP OF BLOCK
CONT L3x3x1/4
(TYP)
CONT BOND BEAM
W/ (2) #4 CONT
FULLY GROUTED
L3x3x1/4 x 0'-6"
@ 6'-0" OC WELD
TO TS2x2
NOTCH CMU
AROUND TUBE HSS2x2x1/4 @ 6'-0" OC
TYPICAL CMU WALL BRACING LOCATION PLAN
* ALTERNATIVELY, PROVIDE 1 1/2x1 1/2x16 GA HORIZONTAL CHANNEL FASTENED TO STUDS WITH 1 1/2x1 1/2x14 GA CLIP AT 4'-0" OC VERTICALLY
600S162-43 4'-0" OC 20'-0"
BRACE @ MID-PT
FOR LENGTHS OVER 20'-0"
VERTICAL FRAMING
MISCELLANEOUS
MAX
LENGTH
SPACINGSTUD TYPE
362S162-43 1'-4" OC 22'-6"
ONE LAYER
SHEATHING (MIN)
600S162-43 1'-4" OC 32'-9"
ONE LAYER
SHEATHING (MIN)
LI
N
TE
L
D E P
TH
TOW
TOS
BOW
CORNER BAR
-SEE TYPICAL
REINF DETAIL
HORIZ REINF
-SEE PLAN
SHEAR REINF
-SEE SCHED
LINTEL REINF
-SEE SCHED
(2) ADD'L VERT BARS
TO MATCH WALL
REINF AT CORNERS
AND WALL ENDS
DWL TO MATCH VERT
REINF(2) VERT BARS FULL HEIGHT
AT OPENING
-SIZE TO MATCH WALL REINF
CONT DBL BOND
BEAM AT
ROOF/FLOOR
CONT BOND
BEAM AT TOP OF
WALL
-SEE PLAN
FULL HEIGHT VERTICAL CONTROL JOINT
-SEE TYPICAL DETAIL
CONT. HORIZ REINF THRU FULL HEIGHT
CONTROL JOINT AT FLOOR OR ROOF
SEE ARCH
LINTEL SPAN
S E E A
R C
H
OR HOOK
2'-0" MIN
SILL REINF
-SEE LINTEL DETAIL
(2) VERT BARS TO MATCH
WALL REINF
-TYP AT CONTROL JOINT
STOP TYP HORIZ
REINF AT JOINT
2'-0" MIN PROVIDE CONT 8" BOND
BEAM TOP COURSE OF
LINTEL
DO NOT CUT HORIZONTAL OR
VERTICAL REINFORCEMENT
WITHOUT APPROVAL OF EOR
TYPICAL WALL REINF
NOT SHOWN FOR
CLARITY -SEE PLAN
SEE NOTE FOR LESS THAN 2'-6"
X
AT JOINTS ALIGNED WITH
OPENIGNS - ONLY CUT FACE OF
CMU. GROUT AND BOND BEAM
REINF TO RUN CONTINUOUS
THROUGH JOINT
NOTES:
1. LLV = LONG LEG VERTICAL
2. GALVANIZE ALL LINTEL ANGLES.
3. ANGLE SIZES ARE MIN - SEE ARCHITECTURAL DRAWINGS.
BRICK LOOSE LINTEL SCHEDULE
OPENING ANGLE SIZE
LESS THAN 5'-0" L 3 1/2 x 3 1/2 x 5/16
5'-0" TO LESS THAN 6'-0" L 5 x 3 1/2 x 5/16 (LLV)
6'-0" TO LESS THAN 8'-0" L 6 x 3 1/2 x 5/16 (LLV)
8'-0" TO LESS THAN 9'-0" L 7 x 4 x 3/8 (LLV)
NO CONTROL JOINTS
IN THIS AREA
ON BRICK
8" BEARING
OPENING
ON BRICK
8" BEARING
PROVIDE BUILDING
PAPER AT BOTTOM
OF ANGLE EACH END
A
HEADER
A - A @ WOOD STUD
A
MASONRY LINTEL
-SEE SCHED
A - A @ CMU
CONT DECK EDGE ANGLE
W/ 3/4"ø EPOXY ANCHOR
@ 32" OC
VERT REINF
-SEE PLAN
CONT BOND BEAM
AT ROOF
-SLOPE AND LAP BOND
BEAM W/ ROOF SLOPE
METAL ROOF DECK
-SEE PLAN
VERT REINF
-SEE PLAN
CONT BOND BEAM AT
ROOF AND BEARING
COURSE
DECK PERPENDICULAR TO
WALL
DECK PARALLEL
TO WALL SHEET NUMBER
TITLE
Job Number
ISSUE CHART
CONSULTANTS
KEYPLAN
PROJECT
STRUCTURAL
CIVIL
MEP
LANDSCAPING
OWNER
213030.000
631 MILL ST
SAN MARCOS, TX 78666
TX FIRM: F-1114
506 E BRAKER LN
AUSTIN, TX 78753
GIL ENGINEERING ASSOCIATES
5707 SOUTHWEST PKWY, BLDG 2, STE 250
AUSTIN, TX 78735
DUNAWAY ASSOCIATES
631 MILL ST
SAN MARCOS, TX 78666
SAN MARCOS CISD
328 S BROADWAY AVE
TYLER, TX 75702
EMA ENGINEERING & CONSULTING
9890 SILVER MOUNTAIN DR
AUSTIN, TX 78737
COLEMAN & ASSOCIATES
13284 POND SPRINGS RD, STE 304
AUSTIN, TX 78729
TRUE NORTH CONSULTING GROUP
TECHNOLOGY
13061 #3 HIGHWAY 181
SAN ANTONIO, TX 78223
COSPER & ASSOCIATES
FOOD SERVICE
13740 RESEARCH BLVD, SUITE C2
AUSTIN, TX 78750
ENGINEERED EXTERIORS, LLC
ENVELOPE
/9
/2
:4
:5
A
M A u to d e s k D o c s /S
M C
IS
D
M e n d e z E le m e n ta ry
R e p la c e m e n t/
S M
C
IS
D M e n d e z E
S R e p la c e m e n t
S t r u c tu ra l.
rv t
07/09/24
S00-07
TYPICAL MASONRY
DETAILS
SMCISD MENDEZ
ELEMENTARY SCHOOL
REPLACEMENT
1805 PETER GARZA DR
SAN MARCOS, TX 78666
SAN MARCOS CISD
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
6/
/2
310 Comal St
Suite 100
Austin, Texas 78702 t 512.997.5261 www.perkinswill.com
SCALE: 3/4" = 1'-0"1
NON-LOAD BEARING CMU WALL SCHEDULE
SCALE: 3/4" = 1'-0"2
MASONRY LINTEL SCHEDULE
SCALE: 3/4" = 1'-0"15
TYPICAL CONTROL JOINT DETAIL
SCALE: 3/4" = 1'-0"4
CMU REINFORCING AND ANCHOR PLAN
SCALE: 3/4" = 1'-0"3
REBAR PLACEMENT DETAIL
SCALE: 3/4" = 1'-0"14
MASONRY LAP SPLICE LENGTH SCHEDULE
SCALE: 3/4" = 1'-0"13
TYPICAL EPOXY ANCHOR DETAIL
SCALE: 3/4" = 1'-0"10
TYPICAL NON LOAD BEARING CMU WALL BRACE
CONNECTION DETAILS
SCALE: 1/2" = 1'-0"9
TYPICAL MASONRY WALL ELEVATION
SCALE: 3/4" = 1'-0"16
BRICK LOOSE LINTEL SCHEDULE
SCALE: 3/4" = 1'-0"17
TYPICAL DECK EDGE AT MASONRY
MARK ISSUE DATE
1 ADD 01 07/09/24
AH AL
AL
A1
A10
C1
C2
A2
A3 A3
A4 A4
A5 A5
A6 A6
A7 A7
A8 A8
A9 A9
A9.9
AG AJ AK AM AP AQ AS
AAA
AAA
A1.9
A1.5
AR
AR
AN.1AN
AN
A6.7
A4.9
9/ S50-03
AREA C - S11-01C
A R
E A
B
S
-0
B
HSS6X6X1/2
BP1O
HSS6X6X1/2
GBP4
HSS6X6X1/2
BP1O
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1 HSS5X5X1/4
GBP1 HSS5X5X1/4
BP1
HSS5X5X1/4
GBP1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS6X6X1/4
BP1
HSS6X6X1/4
BP1
HSS6X6X1/4
GBP1
HSS6X6X1/4
BP1
HSS5X5X1/4
BP1
HSS6X6X1/2
BP1C
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
GBP1
HSS5X5X1/4
BP1
HSS6X6X1/2
BP1O
HSS6X6X1/2
BP1O
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
GBP1
HSS5X5X1/4
GBP1
HSS6X6X1/2
BP1O
HSS6X6X1/2
BP1O
HSS6X6X1/2
BP1O
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS6X6X1/4
GBP1
HSS6X6X1/4
BP3
HSS5X5X1/4
BP1
HSS6X6X1/2
BP1O
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS6X6X1/2
BP1O
HSS6X6X1/2
BP1O
1/ S50-03
CG.1
16' - 9" 16' - 9" 16' - 9" 16' - 9" 14' - 0" 14' - 0" 13' - 7" 15' - 7 1/2" 15' - 7 7/8"
4' - 5 3/4"10' - 2 3/4" 3' - 9 1/4"
/8
/8
/8
/8
/2
/8
/8
/2
/4
WORK
POINT
1' - 3" 27' - 2" 25' - 6 3/4" 13' - 2 1/2"
2' - 11 1/4"
/4
/8
/8
/8
/2
/2
/2
/2
/2
/2
/2
/8
/8
HSS5X5X1/4
BP1
7/ S50-04
13/ S50-04
T/CONC = 101'-9"
T/CONC = 102'-0"
S20-02
S20-02
S20-02
S20-02
S20-02
S20-02
S20-02
S20-02
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(99'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-22
(97'-4")
P24-22
(99'-4")
P24-30
(99'-4")
P24-30
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22 (97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(99'-4")
P24-30
(99'-4")
P24-30
(99'-4")
P24-30
(97'-4")
P24-30
(99'-4")
P24-30
(99'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(99'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(96'-10")
P24-30
(96'-10")
P24-42
(96'-10")
P24-30
(99'-4")
P24-30
GB4GB4
S20-01
S20-01
S20-01 _____________________ 10
S20-01
S20-01
S20-01
S20-01
S20-01
S20-01
G B
G B
GB2
G B
S20-01
S20-01
S20-01
S20-01
S20-01
GB4GB4
/8
S20-01
S20-01
S20-01
SLAB CONTROL JOINTS
-SEE 1/S00-031/S00-03
S20-01
7 3/4"
/4
2' - 2"
HSS6X6X3/8 (105'-2 1/2") HSS6X6X3/8 (105'-2 1/2")9
/4
B M
O F
FS
E T
.4
0°
/4
/2
/2
/2
/4
.4
0°
4' - 2 1/8" 6' - 0"
(97'-4")
P24-22
/S
-0
/S
-0
/S
-0
/S
-0
2' - 2" WORK POINT
AAA/A1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
(96'-10")
P24-36
NOTE:
PAD PREP SHALL
CONTINUE THROUGHOUT
COURTYARD AREAS
S20-02
/4
A R
C H
V F Y
/4
NOTE:
REF FFE = 100' - 0"
ACTUAL FFE = 606.04'
(SEE CIVIL GRADING)
WIDENED GRADE BEAM
AT BRACED FRAME
-SEE PLINTH PLANS
FD
FD
FD
FD
(2) #5 x 6'-0" @ RE-ENTRANT
CORNERS (TYP)
1" EJ
INDICATES FLOOR DRAIN
-SEE 2/S00-04FD
PLAN LEGEND
INDICATES VERTICAL BRACING
SEE ELEVATIONS S50-0X
X/S50-0X
INDICATES SLAB STEP
-SEE 4/S00-04
SLAB ON GRADE NOTE:
5" THICK CONCRETE SLAB ON GRADE W/
#3 @ 14" OC EA WAY ON 3" HIGH
CHAIRS @ 42" OC EA WAY. PLACE SLAB
ON 15 MIL PLASTIC WATER VAPOR
BARRIER OVER COMPACTED SELECT FILL
-SEE SOIL REPORT
INDICATES SLAB SLOPE
-SEE 17/S00-03
(2) #4 @ 8'-0"OC
HATCH
VERTICAL
REINFORCEMENT
WALL SCHEDULE
BOND BEAM
REINFORCEMENT
#6 @ 24"OC
NOTES:
1. SEE SHEET S00-09 FOR TYPICAL WALL CONSTRUCTIONS AND SUPPLEMENTARY
REINFORCING DETAILS (TYP)
2. SEE DETAIL 1/S00-09 FOR NON-STRUCTURAL CMU WALL SCHEDULE
3. SEE DETAIL 19/S20-01 FOR FOUNDATION DETAIL AT NON-STRUCTURAL CMU WALL
DESCRIPTION GROUTING
PARTIAL
PARTIAL
FULL
PARTIAL
12" SHEARWALL
12" BEARING WALL
12" FIRE WALL
NON-STRUCTURAL
(2) #4 @ 8'-0"OC
(2) #4 @ 8'-0"OC
SEE SCHEDULESEE SCHEDULE [2] [2]
#6 @ 24"OC
#8 @ 16"OC EA FACE
1/S00-07
S00-07
19/S20-01
17/S00-03
4/S00-04
2/S00-04
PIER LEGEND
P24-22
(-2'-8")
TOP OF PIER ELEVATION
RELATIVE TO (100'-0")
HSS6X6X1/4
BP1
STEEL COLUMN SIZE
BASEPLATE TYPE MARK
-SEE 9/S00-03
PIER TYPE MARK
-SEE SCHEDULE THIS SHEET
-SEE 13/S00-03 FOR PIER DETAIL
9/S00-03
13/S00-03
B A
D E
C
SHEET NUMBER
TITLE
Job Number
ISSUE CHART
CONSULTANTS
KEYPLAN
PROJECT
STRUCTURAL
CIVIL
MEP
LANDSCAPING
OWNER
213030.000
631 MILL ST
SAN MARCOS, TX 78666
TX FIRM: F-1114
506 E BRAKER LN
AUSTIN, TX 78753
GIL ENGINEERING ASSOCIATES
5707 SOUTHWEST PKWY, BLDG 2, STE 250
AUSTIN, TX 78735
DUNAWAY ASSOCIATES
631 MILL ST
SAN MARCOS, TX 78666
SAN MARCOS CISD
328 S BROADWAY AVE
TYLER, TX 75702
EMA ENGINEERING & CONSULTING
9890 SILVER MOUNTAIN DR
AUSTIN, TX 78737
COLEMAN & ASSOCIATES
13284 POND SPRINGS RD, STE 304
AUSTIN, TX 78729
TRUE NORTH CONSULTING GROUP
TECHNOLOGY
13061 #3 HIGHWAY 181
SAN ANTONIO, TX 78223
COSPER & ASSOCIATES
FOOD SERVICE
13740 RESEARCH BLVD, SUITE C2
AUSTIN, TX 78750
ENGINEERED EXTERIORS, LLC
ENVELOPE
/9
/2
:4
:0
A
M A u to d e s k D o c s /S
M C
IS
D
M e n d e z E le m e n ta ry
R e p la c e m e n t/
S M
C
IS
D M e n d e z E
S R e p la c e m e n t
S t r u c tu ra l.
rv t
07/09/24
S11-01A
FOUNDATION PLAN -
AREA A
SMCISD MENDEZ
ELEMENTARY SCHOOL
REPLACEMENT
1805 PETER GARZA DR
SAN MARCOS, TX 78666
SAN MARCOS CISD
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
6/
/2
310 Comal St
Suite 100
Austin, Texas 78702 t 512.997.5261 www.perkinswill.com
SCALE: 1/8" = 1'-0"1
FOUNDATION PLAN - AREA A
PIER SCHEDULE
MARK SHAFT Ø EMBED VERT. BARS TIES
P24-22 24" 22' - 0" (6) #6 #3 @ 14"
P24-30 24" 30' - 0" (6) #6 #3 @ 14"
P24-36 24" 36' - 0" (6) #6 #3 @ 14"
P24-42 24" 42' - 0" (6) #6 #3 @ 14"
P30-42 30" 42' - 0" (6) #68 #3 @ 14"
AE
AHAD
AD
A1
A10
C1
CA.1
A2
A3
A4
A5
A6
A7
A8
A9
A9.9
AA.1 AF AG AJAB AC
A1.6
9/ S50-03
A3.8
HSS6X6X1/2
BP1
HSS6X6X1/2
BP1
HSS6X6X1/2
BP1
HSS5X5X1/4
BP1
HSS6X6X1/4
GBP1
HSS6X6X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
HSS6X6X1/2
GBP4
HSS6X6X1/2
BP1O
HSS6X6X1/2
CORNER
HSS6X6X1/2
BP1O
HSS6X6X1/2
BP1O
HSS6X6X1/2
BP1O
HSS6X6X1/2
BP1O
HSS6X6X1/2
BP1O
HSS6X6X1/2
BP1O
HSS6X6X1/2
BP1O
HSS6X6X1/2
BP1O
HSS6X6X1/4
GBP1
AREA C - S11-01C
A R
E A
A
S
-0
A
CA.2
30' - 2" 23' - 11 1/8" 14' - 10 7/8" 16' - 9" 16' - 9" 16' - 9" 16' - 9"
VOLLEYBALL
INSERTS
-SEE 1/S00-04
AA.9
A3.1
23' - 4 5/8" 6' - 9 3/8"
136' - 0"
5' - 8 7/8" 9' - 2"
3/ S50-04
1/ S50-04
SLAB RECESS
-8"
-SEE ARCH
AA
S20-01
S20-01
S20-01
S20-01
S20-01
S20-01
S20-01
S20-01
S20-01
S20-01
S20-01
S20-01
S20-02
S20-01
G B
G B
(97'-4")
P24-22
(97'-4")
P24-22(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-30
(97'-4")
P24-36
(97'-4")
P24-42
(97'-4")
P24-30
(97'-4")
P24-22
(99'-4")
P24-30
(97'-4")
P24-22
(97'-4")
P24-30
(97'-4")
P24-22
(97'-4")
P24-22
(96'-10")
P24-30
(96'-10")
P24-42
(96'-10")
P24-36
(96'-10")
P24-42
(96'-10")
P24-42
(96'-10")
P24-42
(96'-10")
P30-42
(97'-4")
P24-42
(97'-4")
P24-42 (97'-4")
P24-42
(97'-4")
P24-36
(97'-4")
P24-36
(97'-4")
P24-36
(96'-10")
P24-42
(96'-10")
P30-42
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-22
(97'-4")
P24-30
(97'-4")
P24-30
2' - 2"
/4
/2
/2
/2
/2
/2
/2
/2
/2
/4
HSS6X6X1/4
BP3
CA
HSS6X6X3/8 (105'-2 1/2") HSS6X6X3/8 (105'-2 1/2")
/4
B M
O F
FS
E T
S20-01
S20-01
SLAB CONTROL JOINTS
-SEE 1/S00-031/S00-03
S20-01
S20-01
1/S00-04
4' - 3"
/4
/8
/4
HSS5X5X1/4
POST
HSS5X5X1/4
POST
HSS5X5X1/4
POST
HSS5X5X1/4
POST
-SEE 20/S20-01
-SEE 20/S20-01
-SEE 20/S20-01
-SEE 20/S20-0120/S20-01
20/S20-01
20/S20-01
20/S20-01
NOTE:
PAD PREP SHALL
CONTINUE THROUGHOUT
COURTYARD AREAS
S20-02
6' - 0"5' - 10 5/8"
A R
C H
V
FY
/4
/4
7 3/4"
GB6 GB6 GB6
G B
G
B
G B
G
B
GB4 GB4 GB4 GB4
ARCH VFY
10' - 4 7/8"
HSS5X5X1/4
BP1
HSS5X5X1/4
BP1
(97'-4")
P24-22
(97'-4")
P24-22
S20-02
/8
5' - 0"
1' - 1 1/4"
/4
12' - 0" 1' - 7" 9' - 2" 1' - 3"
S20-02
/8
/8
S20-02
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
/4
5' - 0"
G B
G
B
G B
G B
NOTE:
REF FFE = 100' - 0"
ACTUAL FFE = 606.04'
(SEE CIVIL GRADING)
FD
FD
FD
FD
(2) #5 x 6'-0" @ RE-ENTRANT
CORNERS (TYP)
INDICATES THICKENED
SLAB AT KNEEWALL
-SEE 14/S20-0214/S20-02
INDICATES THICKENED
SLAB AT KNEEWALL
-SEE 14/S20-0214/S20-02
INDICATES 6" CURB
UNDER STUDWALL
-SEE 16/S20-02
S20-02
INDICATES 13" SLAB RECESS
AT TRENCH DRAIN
-SEE 4/S00-04
-SLOPE TO DRAIN
ACCORDING TO FOOD
SERVICES DETAIL
FD
4/S00-04
JO
IN
T
/2
JO
IN
T
/2
/8
1" EJ
7' - 6"
2' - 9 5/8"
/8
/8
INDICATES 6" CURB
-SEE 16/S00-04
-VFY ALL DIMENSIONS
W/ ARCH & MEP
16/S00-04
INDICATES FLOOR DRAIN
-SEE 2/S00-04FD
PLAN LEGEND
INDICATES VERTICAL BRACING
SEE ELEVATIONS S50-0X
X/S50-0X
INDICATES SLAB STEP
-SEE 4/S00-04
SLAB ON GRADE NOTE:
5" THICK CONCRETE SLAB ON GRADE W/
#3 @ 14" OC EA WAY ON 3" HIGH
CHAIRS @ 42" OC EA WAY. PLACE SLAB
ON 15 MIL PLASTIC WATER VAPOR
BARRIER OVER COMPACTED SELECT FILL
-SEE SOIL REPORT
INDICATES SLAB SLOPE
-SEE 17/S00-03
(2) #4 @ 8'-0"OC
HATCH
VERTICAL
REINFORCEMENT
WALL SCHEDULE
BOND BEAM
REINFORCEMENT
#6 @ 24"OC
NOTES:
1. SEE SHEET S00-09 FOR TYPICAL WALL CONSTRUCTIONS AND SUPPLEMENTARY
REINFORCING DETAILS (TYP)
2. SEE DETAIL 1/S00-09 FOR NON-STRUCTURAL CMU WALL SCHEDULE
3. SEE DETAIL 19/S20-01 FOR FOUNDATION DETAIL AT NON-STRUCTURAL CMU WALL
DESCRIPTION GROUTING
PARTIAL
PARTIAL
FULL
PARTIAL
12" SHEARWALL
12" BEARING WALL
12" FIRE WALL
NON-STRUCTURAL
(2) #4 @ 8'-0"OC
(2) #4 @ 8'-0"OC
SEE SCHEDULESEE SCHEDULE [2] [2]
#6 @ 24"OC
#8 @ 16"OC EA FACE
1/S00-07
S00-07
19/S20-01
17/S00-03
4/S00-04
2/S00-04
PIER LEGEND
P24-22
(-2'-8")
TOP OF PIER ELEVATION
RELATIVE TO (100'-0")
HSS6X6X1/4
BP1
STEEL COLUMN SIZE
BASEPLATE TYPE MARK
-SEE 9/S00-03
PIER TYPE MARK
-SEE SCHEDULE THIS SHEET
-SEE 13/S00-03 FOR PIER DETAIL
9/S00-03
13/S00-03
B A
D E
C
SHEET NUMBER
TITLE
Job Number
ISSUE CHART
CONSULTANTS
KEYPLAN
PROJECT
STRUCTURAL
CIVIL
MEP
LANDSCAPING
OWNER
213030.000
631 MILL ST
SAN MARCOS, TX 78666
TX FIRM: F-1114
506 E BRAKER LN
AUSTIN, TX 78753
GIL ENGINEERING ASSOCIATES
5707 SOUTHWEST PKWY, BLDG 2, STE 250
AUSTIN, TX 78735
DUNAWAY ASSOCIATES
631 MILL ST
SAN MARCOS, TX 78666
SAN MARCOS CISD
328 S BROADWAY AVE
TYLER, TX 75702
EMA ENGINEERING & CONSULTING
9890 SILVER MOUNTAIN DR
AUSTIN, TX 78737
COLEMAN & ASSOCIATES
13284 POND SPRINGS RD, STE 304
AUSTIN, TX 78729
TRUE NORTH CONSULTING GROUP
TECHNOLOGY
13061 #3 HIGHWAY 181
SAN ANTONIO, TX 78223
COSPER & ASSOCIATES
FOOD SERVICE
13740 RESEARCH BLVD, SUITE C2
AUSTIN, TX 78750
ENGINEERED EXTERIORS, LLC
ENVELOPE
/9
/2
:4
:0
A
M A u to d e s k D o c s /S
M C
IS
D
M e n d e z E le m e n ta ry
R e p la c e m e n t/
S M
C
IS
D M e n d e z E
S R e p la c e m e n t
S t r u c tu ra l.
rv t
07/09/24
S11-01B
FOUNDATION PLAN -
AREA B
SMCISD MENDEZ
ELEMENTARY SCHOOL
REPLACEMENT
1805 PETER GARZA DR
SAN MARCOS, TX 78666
SAN MARCOS CISD
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
6/
/2
310 Comal St
Suite 100
Austin, Texas 78702 t 512.997.5261 www.perkinswill.com
SCALE: 1/8" = 1'-0"1
FOUNDATION PLAN - AREA B
PIER SCHEDULE
MARK SHAFT Ø EMBED VERT. BARS TIES
P24-22 24" 22' - 0" (6) #6 #3 @ 14"
P24-30 24" 30' - 0" (6) #6 #3 @ 14"
P24-36 24" 36' - 0" (6) #6 #3 @ 14"
P24-42 24" 42' - 0" (6) #6 #3 @ 14"
P30-42 30" 42' - 0" (6) #68 #3 @ 14"
D1
AE
AH
AH
AL
AL DS
D2
AD DP
A10
CB
CB
CC
CC
CD
CD
CE
CE
CF
CF
CG
CG
D1.8
C4
C1
CA.1
CA.1
C2
C3
CH
CH
CJ
CJ
7/ S50-03 13/ S50-03
A9
A9.9
AN.1
AREA A - S11-01AAREA B - S11-01B
AREA D - S11-01D AREA E - S11-01E
HSS6X6X1/4
GBP3
HSS6X6X1/4
GBP3
HSS6X6X1/4
BP1
HSS6X6X1/4
BP1
HSS6X6X1/4
BP1
HSS6X6X1/4
GBP3
HSS6X6X1/4
GBP3
HSS6X6X1/4
BP1
HSS6X6X1/4
BP1O
HSS6X6X1/4
BP1O
HSS6X6X1/4
BP1O
HSS6X6X1/4
BP1O
HSS6X6X1/4
BP1O
HSS6X6X1/4
BP1O
HSS6X6X1/4
BP1O
HSS6X6X1/4
GBP3
HSS6X6X1/4
GBP3
HSS6X6X1/4
BP1
HSS6X6X1/4
BP1
HSS6X6X1/4
BP1
HSS6X6X1/4
GBP3
HSS6X6X1/4
GBP3
HSS6X6X1/4
BP1
HSS6X6X1/4
BP1
HSS6X6X1/4
BP1
HSS6X6X1/4
GBP3
HSS6X6X1/4
GBP3
HSS6X6X1/4
BP1
HSS6X6X1/4
BP1HSS6X6X1/4
BP1
HSS6X6X1/4
BP1
17/ S50-03 19/ S50-03
CG.1
CG.1
CA.2
CA.2
12' - 0" 1' - 7" 9' - 2"
1' - 3"
11' - 3 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 11' - 3 3/4"
1' - 3"
9' - 2" 2' - 10" 12' - 0" 20' - 0"
/2
/2
/4
3' - 2"
GB2 GB2
(96'-10")
P24-30
(96'-10")
P24-30
(96'-10")
P24-22
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-36 (97'-4")
P24-22
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30(97'-4")
P24-30
(99'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(99'-4")
P24-30
(99'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-30
(97'-4")
P24-22
(97'-4")
P24-30
(97'-4")
P24-30
HSS6X6X1/4
BP1
S20-01
S20-01
S20-01
S20-01
12' - 0" 12' - 0" 11' - 3 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 0" 12' - 0"
1' - 3"
S20-01
CA
CA
SLAB CONTROL JOINTS
-SEE 1/S00-03
1/S00-03
1/S00-03
/2
HSS6X6X1/4
BP1
HSS6X6X1/4
BP1
(97'-4")
P24-22
HSS6X6X1/4
GBP3
HSS6X6X1/4
GBP3
HSS6X6X1/4
BP1
(97'-4")
P24-22
S11-02D
/S
-0
/S
-0
NOTE:
ALL HSS COLUMNS IN
AREA C TO BE AESS 3
/S
-0
/S
-0
S20-01
(97'-4")
P24-22
5' - 0" 1' - 5"
/8
/8
(97'-4")
P24-22
(97'-4")
P24-22
1' - 5 1/4" 5' - 0"
1' - 0"
1' - 0"
"1' - 0"
1' - 0"
G B
/4
S20-01
1' - 0"
1' - 0"
1' - 0" 1' - 0"
NOTE:
REF FFE = 100' - 0"
ACTUAL FFE = 606.04'
(SEE CIVIL GRADING)
S20-02
(2) #5 x 6'-0" @ RE-ENTRANT
CORNERS (TYP)
1" EJ
1" EJ
INDICATES FLOOR DRAIN
-SEE 2/S00-04FD
PLAN LEGEND
INDICATES VERTICAL BRACING
SEE ELEVATIONS S50-0X
X/S50-0X
INDICATES SLAB STEP
-SEE 4/S00-04
SLAB ON GRADE NOTE:
5" THICK CONCRETE SLAB ON GRADE W/
#3 @ 14" OC EA WAY ON 3" HIGH
CHAIRS @ 42" OC EA WAY. PLACE SLAB
ON 15 MIL PLASTIC WATER VAPOR
BARRIER OVER COMPACTED SELECT FILL
-SEE SOIL REPORT
INDICATES SLAB SLOPE
-SEE 17/S00-03
(2) #4 @ 8'-0"OC
HATCH
VERTICAL
REINFORCEMENT
WALL SCHEDULE
BOND BEAM
REINFORCEMENT
#6 @ 24"OC
NOTES:
1. SEE SHEET S00-09 FOR TYPICAL WALL CONSTRUCTIONS AND SUPPLEMENTARY
REINFORCING DETAILS (TYP)
2. SEE DETAIL 1/S00-09 FOR NON-STRUCTURAL CMU WALL SCHEDULE
3. SEE DETAIL 19/S20-01 FOR FOUNDATION DETAIL AT NON-STRUCTURAL CMU WALL
DESCRIPTION GROUTING
PARTIAL
PARTIAL
FULL
PARTIAL
12" SHEARWALL
12" BEARING WALL
12" FIRE WALL
NON-STRUCTURAL
(2) #4 @ 8'-0"OC
(2) #4 @ 8'-0"OC
SEE SCHEDULESEE SCHEDULE [2] [2]
#6 @ 24"OC
#8 @ 16"OC EA FACE
1/S00-07
S00-07
19/S20-01
17/S00-03
4/S00-04
2/S00-04
PIER LEGEND
P24-22
(-2'-8")
TOP OF PIER ELEVATION
RELATIVE TO (100'-0")
HSS6X6X1/4
BP1
STEEL COLUMN SIZE
BASEPLATE TYPE MARK
-SEE 9/S00-03
PIER TYPE MARK
-SEE SCHEDULE THIS SHEET
-SEE 13/S00-03 FOR PIER DETAIL
9/S00-03
13/S00-03
B A
D E
C
SHEET NUMBER
TITLE
Job Number
ISSUE CHART
CONSULTANTS
KEYPLAN
PROJECT
STRUCTURAL
CIVIL
MEP
LANDSCAPING
OWNER
213030.000
631 MILL ST
SAN MARCOS, TX 78666
TX FIRM: F-1114
506 E BRAKER LN
AUSTIN, TX 78753
GIL ENGINEERING ASSOCIATES
5707 SOUTHWEST PKWY, BLDG 2, STE 250
AUSTIN, TX 78735
DUNAWAY ASSOCIATES
631 MILL ST
SAN MARCOS, TX 78666
SAN MARCOS CISD
328 S BROADWAY AVE
TYLER, TX 75702
EMA ENGINEERING & CONSULTING
9890 SILVER MOUNTAIN DR
AUSTIN, TX 78737
COLEMAN & ASSOCIATES
13284 POND SPRINGS RD, STE 304
AUSTIN, TX 78729
TRUE NORTH CONSULTING GROUP
TECHNOLOGY
13061 #3 HIGHWAY 181
SAN ANTONIO, TX 78223
COSPER & ASSOCIATES
FOOD SERVICE
13740 RESEARCH BLVD, SUITE C2
AUSTIN, TX 78750
ENGINEERED EXTERIORS, LLC
ENVELOPE
/9
/2
:4
:1
A
M A u to d e s k D o c s /S
M C
IS
D
M e n d e z E le m e n ta ry
R e p la c e m e n t/
S M
C
IS
D M e n d e z E
S R e p la c e m e n t
S t r u c tu ra l.
rv t
07/09/24
S11-01C
FOUNDATION PLAN -
AREA C
SMCISD MENDEZ
ELEMENTARY SCHOOL
REPLACEMENT
1805 PETER GARZA DR
SAN MARCOS, TX 78666
SAN MARCOS CISD
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
6/
/2
310 Comal St
Suite 100
Austin, Texas 78702 t 512.997.5261 www.perkinswill.com
SCALE: 1/8" = 1'-0"1
FOUNDATION PLAN - AREA C
PIER SCHEDULE
MARK SHAFT Ø EMBED VERT. BARS TIES
P24-22 24" 22' - 0" (6) #6 #3 @ 14"
P24-30 24" 30' - 0" (6) #6 #3 @ 14"
P24-36 24" 36' - 0" (6) #6 #3 @ 14"
P24-42 24" 42' - 0" (6) #6 #3 @ 14"
P30-42 30" 42' - 0" (6) #68 #3 @ 14"
INDICATES FLOOR DRAIN
-SEE 2/S00-04FD
PLAN LEGEND
INDICATES VERTICAL BRACING
SEE ELEVATIONS S50-0X
X/S50-0X
INDICATES SLAB STEP
-SEE 4/S00-04
SLAB ON GRADE NOTE:
5" THICK CONCRETE SLAB ON GRADE W/
#3 @ 14" OC EA WAY ON 3" HIGH
CHAIRS @ 42" OC EA WAY. PLACE SLAB
ON 15 MIL PLASTIC WATER VAPOR
BARRIER OVER COMPACTED SELECT FILL
-SEE SOIL REPORT
INDICATES SLAB SLOPE
-SEE 17/S00-03
(2) #4 @ 8'-0"OC
HATCH
VERTICAL
REINFORCEMENT
WALL SCHEDULE
BOND BEAM
REINFORCEMENT
#6 @ 24"OC
NOTES:
1. SEE SHEET S00-09 FOR TYPICAL WALL CONSTRUCTIONS AND SUPPLEMENTARY
REINFORCING DETAILS (TYP)
2. SEE DETAIL 1/S00-09 FOR NON-STRUCTURAL CMU WALL SCHEDULE
3. SEE DETAIL 19/S20-01 FOR FOUNDATION DETAIL AT NON-STRUCTURAL CMU WALL
DESCRIPTION GROUTING
PARTIAL
PARTIAL
FULL
PARTIAL
12" SHEARWALL
12" BEARING WALL
12" FIRE WALL
NON-STRUCTURAL
(2) #4 @ 8'-0"OC
(2) #4 @ 8'-0"OC
SEE SCHEDULESEE SCHEDULE [2] [2]
#6 @ 24"OC
#8 @ 16"OC EA FACE
1/S00-07
S00-07
19/S20-01
17/S00-03
4/S00-04
2/S00-04
PIER LEGEND
P24-22
(-2'-8")
TOP OF PIER ELEVATION
RELATIVE TO (100'-0")
HSS6X6X1/4
BP1
STEEL COLUMN SIZE
BASEPLATE TYPE MARK
-SEE 9/S00-03
PIER TYPE MARK
-SEE SCHEDULE THIS SHEET
-SEE 13/S00-03 FOR PIER DETAIL
9/S00-03
13/S00-03
D1
D1.9
D3
D4.8
D6
D8
D9
D10
DA
DA
DB
DB
AE
AE DF AH
D2
DG DL
D4
D7
AD
AD
D5
5/ S50-04
15/ S50-04
17/ S50-01
19/ S50-01
5/ S50-02
DC
D8.3
C4
8/ S50-02
HSS6X6X3/8
BP2
HSS6X6X5/16
BP2
HSS6X6X5/16
BP2
HSS6X6X1/4
BP2
HSS6X6X5/16
BP2
HSS6X6X1/2
BP2
HSS6X6X5/16
BP2
HSS6X6X5/8
GBP2
HSS6X6X5/16
GBP2
HSS6X6X1/4
BP2
HSS6X6X1/2
BP2
HSS6X6X1/2
BP2
HSS6X6X5/16
BP2
HSS6X6X5/16
BP2
HSS6X6X1/4
GBP2
HSS6X6X1/2
BP2O
HSS6X6X1/2
BP2O
HSS6X6X1/2
BP2O
HSS6X6X1/2
BP2OHSS6X6X1/4
BP2
HSS6X6X5/16
BP2
HSS6X6X1/2
GBP4
HSS5X5X1/4
BP2
HSS6X6X1/2
BP2
HSS6X6X3/8
BP2
HSS6X6X1/4
BP2
HSS6X6X5/16
BP2
HSS6X6X1/2
BP2
HSS6X6X1/4
BP2
HSS6X6X3/8
BP2
HSS6X6X1/4
GBP2
HSS6X6X3/8
BP2
HSS6X6X3/8
BP2
HSS6X6X5/16
GBP2
HSS6X6X1/2
BP2C
HSS6X6X1/2
BP2O
HSS6X6X1/2
BP2O
HSS6X6X5/8
BP2
HSS6X6X1/2
BP2
A R
E A
E
S
-0
E
AREA C - S11-01C
17/ S50-03
CA.2
28' - 11" 34' - 10" 9' - 2" 21' - 5" 28' - 10" 14' - 5"
123' - 2"
19' - 0" 15' - 10" 14' - 5"
17/ S50-04
DB.8
HSS6X6X1/4
GBP2
28' - 11" 15' - 6" 19' - 4" 9' - 2" 1' - 3"
S20-01
S20-01
S20-01
S20-01
S20-01
S20-01
S20-01
S20-01
S20-01
CA
S20-01
HSS6X6X1/4
CANOPY POST
-SEE 13/S00-0713/S00-06
3' - 11 1/8" 8' - 8"
HSS6X6X1/4
CANOPY POST
-SEE 13/S00-0613/S00-06
(97'-4")
P24-36
(97'-4")
P30-42
(97'-4")
P24-36
(97'-4")
P24-42
(97'-4")
P24-42
(97'-4")
P24-42
(97'-4")
P24-36
(97'-4")
P30-42
(97'-4")
P30-42
(97'-4")
P24-42
(97'-4")
P30-42
(99'-4")
P30-42
(97'-4")
P30-42 (97'-4")
P24-30
(97'-4")
P24-36
(97'-4")
P24-30
(97'-4")
P24-42
(99'-4")
P24-42
(97'-4")
P24-30
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-30
(99'-4")
P24-30
(97'-4")
P24-36
(97'-4")
P24-42
(97'-4")
P24-30(99'-4")
P24-42
(99'-4")
P24-36
(97'-4")
P24-36
(97'-4")
P24-30
(99'-4")
P24-30
(99'-4")
P24-36
(97'-4")
P24-30 (97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-22
(97'-4")
P24-30
(97'-4")
P24-36
(97'-4")
P24-22
(97'-4")
P24-30
(97'-4")
P24-22
S20-01
GB3 GB3
G B
G B
GB2
GB2
GB2
G B
1/S00-03
SLAB CONTROL JOINTS
-SEE 1/S00-031/S00-03
S20-01
S20-01
INDICATES RECESS FOR PARTITION WALL ABOVE
-VERIFY DEPTH W/ WALL MFR
-SEE ARCH FOR EXACT LOCATION
S11-01D
NOTE:
PAD PREP SHALL
CONTINUE THROUGHOUT
COURTYARD AREAS
INDICATES PLATFORM
-SEE ARCH
-SEE 10/S20-02 & 11/S20-0210/S20-02 11/S20-02
HSS8X8X1/2
BP3
(96'-4")
P24-22
S20-02
36" SQ PLINTH
PROVIDE (1) ADD'L HORIZ HOOP
-SEE PLINTH PLANS
5' - 1 7/8"
7 3/4"
2' - 2"
S20-01
S20-01
5' - 9"
INDICATES THICKENED
SLAB AT KNEEWALL
-SEE 14/S20-0214/S20-02
FD
FD
FD
FD
FD
FD
FD
FD
NOTE:
REF FFE = 100' - 0"
ACTUAL FFE = 606.04'
(SEE CIVIL GRADING)
(2) #5 x 6'-0" @ RE-
ENTRANT CORNERS
(TYP)
7 3/4"
SEE ARCH (TYP @ SLIDING DOOR)
SLIDING DOOR WIDTH
D2
AD
HSS12X4X1/4
HSS12X4X1/4
4' - 11 3/8" 14' - 4"
HSS5X5X1/4
POST
HSS5X5X1/4
POST
INDICATES SHOVEL BEAM
AT STAIR STRINGER
-SEE 8/S20-028/S20-02
NOTE:
GC COORD FINAL
POST LOCATIONS W/
STAIR CONTRACTOR
(99'-4")
P24-22
(99'-4")
P24-22
(99'-4")
P24-22(99'-4")
P24-22
/4
S11-02D
S11-02D
NOTE:
ALL STAIR STRINGERS
AND LANDING SUPPORT
SHALL BE AESS 3
B A
D E
C
SHEET NUMBER
TITLE
Job Number
ISSUE CHART
CONSULTANTS
KEYPLAN
PROJECT
STRUCTURAL
CIVIL
MEP
LANDSCAPING
OWNER
213030.000
631 MILL ST
SAN MARCOS, TX 78666
TX FIRM: F-1114
506 E BRAKER LN
AUSTIN, TX 78753
GIL ENGINEERING ASSOCIATES
5707 SOUTHWEST PKWY, BLDG 2, STE 250
AUSTIN, TX 78735
DUNAWAY ASSOCIATES
631 MILL ST
SAN MARCOS, TX 78666
SAN MARCOS CISD
328 S BROADWAY AVE
TYLER, TX 75702
EMA ENGINEERING & CONSULTING
9890 SILVER MOUNTAIN DR
AUSTIN, TX 78737
COLEMAN & ASSOCIATES
13284 POND SPRINGS RD, STE 304
AUSTIN, TX 78729
TRUE NORTH CONSULTING GROUP
TECHNOLOGY
13061 #3 HIGHWAY 181
SAN ANTONIO, TX 78223
COSPER & ASSOCIATES
FOOD SERVICE
13740 RESEARCH BLVD, SUITE C2
AUSTIN, TX 78750
ENGINEERED EXTERIORS, LLC
ENVELOPE
/9
/2
:4
:2
A
M A u to d e s k D o c s /S
M C
IS
D
M e n d e z E le m e n ta ry
R e p la c e m e n t/
S M
C
IS
D M e n d e z E
S R e p la c e m e n t
S t r u c tu ra l.
rv t
07/09/24
S11-01D
FOUNDATION PLAN -
AREA D
SMCISD MENDEZ
ELEMENTARY SCHOOL
REPLACEMENT
1805 PETER GARZA DR
SAN MARCOS, TX 78666
SAN MARCOS CISD
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
6/
/2
310 Comal St
Suite 100
Austin, Texas 78702 t 512.997.5261 www.perkinswill.com
SCALE: 1/8" = 1'-0"1
FOUNDATION PLAN - AREA D
PIER SCHEDULE
MARK SHAFT Ø EMBED VERT. BARS TIES
P24-22 24" 22' - 0" (6) #6 #3 @ 14"
P24-30 24" 30' - 0" (6) #6 #3 @ 14"
P24-36 24" 36' - 0" (6) #6 #3 @ 14"
P24-42 24" 42' - 0" (6) #6 #3 @ 14"
P30-42 30" 42' - 0" (6) #68 #3 @ 14"
SCALE: 3/16" = 1'-0"2
PARTIAL FOUNDATION PLAN - AREA D STAIRS
D1 D1
AE
AH
AH
AL
AL DS
D2 D2
AD DP
A10
A10
CB
CB
CC
CC
CD
CD
CE
CE
CF
CF
CG
CG
D1.8 D1.8
C4 C4
C1
C1
CA.1
CA.1
C2 C2
C3 C3
CH
CH
CJ
CJ
7/ S50-03 13/ S50-03
A9 A9
A9.9
A9.9
AN.1
G L
/4 x
G L
/4 x
G L
/4 x
G L
/4 x
G L
/4 x
G L
/4 x
G L
/4 x
AREA A - S12-01AAREA B - S12-01B
AREA D - S11-02D AREA E - S11-02E
17/ S50-03 19/ S50-03
HSS6X6X1/4
(113'-0")
HSS6X6X1/4
(113'-0")
HSS6X6X1/4
(113'-0")
HSS6X6X1/4
(113'-0")
HSS6X6X1/4
(113'-0")
HSS6X6X1/4
(113'-0")
HSS6X6X1/4
(113'-0")
HSS6X6X1/4
(113'-0")
OPEN TO
ABOVE
CLT B/DECK = 113'-2"
CLT B/DECK = 113'-2"
W
X
W16X26 (6) W30X90
LEVEL 2 B/DECK = 114'-3"
LEVEL 2 B/DECK = 114'-3"
CG.1
CG.1
CA.2
CA.2
12' - 0" 1' - 7" 9' - 2" 1' - 3" 11' - 3 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 11' - 3 3/4" 1' - 3" 9' - 2" 2' - 10" 12' - 0" 20' - 0"
/2
/2
/4
12' - 0" 10' - 9"
1' - 3"
11' - 3 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 11' - 3 3/4"
1' - 3"
12' - 0" 12' - 0" 3' - 2"
/2
/2
/4
/S
-0
/S
-0
/4
D E
/S
-0
W
X
CLT
/S
-0
S40-03
S40-03
S40-03
S40-03
S40-03
HSS6X6X1/4
(115'-8 1/2")
HSS6X6X1/4
(115'-8 1/2")
HSS6X6X1/4
(115'-8 1/2")
HSS6X6X1/4
(115'-8 1/2")
HSS6X6X1/4
(115'-8 1/2")
HSS6X6X1/4
(115'-8 1/2")
HSS6X6X1/4
(115'-8 1/2")
HSS6X6X1/4
(115'-8 1/2")
O F F S E
T
/4
B M
AESS 3AESS 3AESS 3AESS 3AESS 3AESS 3AESS 3AESS 3
S40-03
SIM
CA
CA
S11-02D
AESS 3AESS 3AESS 3AESS 3AESS 3AESS 3AESS 3AESS 3
100' - 6"
S40-03
INDICATES
CURTAINWALL
BELOW DECK
-SEE 10/S40-0310/S40-03
HSS6X6X1/4
(108'-6")
S40-01
LO15
S40-01
LO
NOTE:
ALL NOTCHES AND HOLES IN
GLULAM BEAMS SHALL BE IN
ACCORDANCE WITH DETAIL
11/S40-03 AND COORDINATED WITH
EOR AND TIMBER MANUFACTURER
PRIOR TO FABRICATION OF TIMBER
11/S40-03
PLAN LEGEND
INDICATES VERTICAL BRACING
-SEE ELEVATIONS S50-0X
X/S50-0X
TOP OF STEEL NOTE:
TOP OF STEEL = BOTTOM OF ROOF DECK, UNO.
TOP OF STEEL BEAM AND GIRDER ELEVATIONS
SHALL BE DETERMINED FROM JOIST SEAT
DEPTHS AND BOTTOM OF DECK ELEVATIONS.
INDICATES ROOF SLOPE
DIRECTION
INDICATES DIAPHRAGM COLLECTOR
-SEE 4/S00-07
INDICATES COLLECTOR THRU
CONNECTION
-SEE 8/S00-07
INDICATES COLUMN ANGLE BRACE
-SEE 9/S00-06
STEEL JOIST NOTE: OPEN WEB STEEL JOIST DESIGNATED AS 'K' OR 'LH' TO BE
DESIGNED FOR THE FULL UNIFORM LIVE AND TOTAL LOADS OF THE JOIST
DESIGNATION ON PLAN IN ADDITION TO THE FOLLOWING LOADS:
RTU LOADS: SEE PLAN
WIND LOADS: SEE GENERAL NOTES FOR POSITIVE AND NEGATIVE PRESSURES TO
BE INCLUDED IN JOIST DESIGN
SPECIAL JOIST ARE DESIGNATED AS KSP(TOTAL LOAD/ROOF LIVE LOAD)
JOISTS TO BE DESIGNED FOR THE FOLLOWING DEFLECTION CRITERIA:
DEAD LOAD: L/240
LIVE/SNOW LOAD: L/360
INDICATES ADD LOAD TO BE APPLIED
ANYWHERE ALONG THE JOIST SPAN
XXXLB
BEAM LEGEND
DENOTES CAMBER
INDICATES TOP OF STEEL ELEVATION WHEN SHOWN (BOTT OF
STEEL INDICATED AS "BOS=") ABOVE REF GROUND FLOOR FFE
W x3 c
/2
(1 k k
INDICATES LRFD LOAD REACTION IN KIPS AT BEAM END.
MINIMUM BEAM REACTIONS WHEN NOT INDICATED ON
PLAN ARE AS FOLLOWS:
W10 OR LESS = 18KIP
W12 OR GREATER = 30KIP
INDICATES BEAM SIZE
INDICATES ROOF DECK TYPE
MARK AND SPAN DIRECTION
-SEE 1/S00-10
RB-1
1/S00-09
9/S00-05
8/S00-06
4/S00-06
(2) #4 @ 8'-0"OC
HATCH
VERTICAL
REINFORCEMENT
WALL SCHEDULE
BOND BEAM
REINFORCEMENT
#6 @ 24"OC
NOTES:
1. SEE SHEET S00-09 FOR TYPICAL WALL CONSTRUCTIONS AND SUPPLEMENTARY
REINFORCING DETAILS (TYP)
2. SEE DETAIL 1/S00-09 FOR NON-STRUCTURAL CMU WALL SCHEDULE
3. SEE DETAIL 19/S20-01 FOR FOUNDATION DETAIL AT NON-STRUCTURAL CMU WALL
DESCRIPTION GROUTING
PARTIAL
PARTIAL
FULL
PARTIAL
12" SHEARWALL
12" BEARING WALL
12" FIRE WALL
NON-STRUCTURAL
(2) #4 @ 8'-0"OC
(2) #4 @ 8'-0"OC
SEE SCHEDULESEE SCHEDULE [2] [2]
#6 @ 24"OC
#8 @ 16"OC EA FACE
1/S00-07
S00-07
19/S20-01
INDICATES STEEL SUPPORT
FOR WINDOW BELOW
-SEE 1/S00-061/S00-06
B A
D E
C
SHEET NUMBER
TITLE
Job Number
ISSUE CHART
CONSULTANTS
KEYPLAN
PROJECT
STRUCTURAL
CIVIL
MEP
LANDSCAPING
OWNER
213030.000
631 MILL ST
SAN MARCOS, TX 78666
TX FIRM: F-1114
506 E BRAKER LN
AUSTIN, TX 78753
GIL ENGINEERING ASSOCIATES
5707 SOUTHWEST PKWY, BLDG 2, STE 250
AUSTIN, TX 78735
DUNAWAY ASSOCIATES
631 MILL ST
SAN MARCOS, TX 78666
SAN MARCOS CISD
328 S BROADWAY AVE
TYLER, TX 75702
EMA ENGINEERING & CONSULTING
9890 SILVER MOUNTAIN DR
AUSTIN, TX 78737
COLEMAN & ASSOCIATES
13284 POND SPRINGS RD, STE 304
AUSTIN, TX 78729
TRUE NORTH CONSULTING GROUP
TECHNOLOGY
13061 #3 HIGHWAY 181
SAN ANTONIO, TX 78223
COSPER & ASSOCIATES
FOOD SERVICE
13740 RESEARCH BLVD, SUITE C2
AUSTIN, TX 78750
ENGINEERED EXTERIORS, LLC
ENVELOPE
/9
/2
:4
:2
A
M A u to d e s k D o c s /S
M C
IS
D
M e n d e z E le m e n ta ry
R e p la c e m e n t/
S M
C
IS
D M e n d e z E
S R e p la c e m e n t
S t r u c tu ra l.
rv t
07/09/24
S11-02C
LEVEL 02 ROOF
FRAMING PLAN -
AREA C
SMCISD MENDEZ
ELEMENTARY SCHOOL
REPLACEMENT
1805 PETER GARZA DR
SAN MARCOS, TX 78666
SAN MARCOS CISD
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
6/
/2
310 Comal St
Suite 100
Austin, Texas 78702 t 512.997.5261 www.perkinswill.com
SCALE: 1/8" = 1'-0"1
LEVEL 02 ROOF FRAMING
PLAN - AREA C
D3
D4.8
D6
D8
D9
D10
AH
AH DM
AL
AL
DS
DS
DT
DT
DAA
DAA
D2
DG DL
D4
D7
DP
DP
D5
D5.4
19/ S50-02
6/ S50-02
2/ S50-02
DR
DR
D8.3
DQ
DQ
CD CE CF CG
C4
W18X60 (46) W16X26 (24) W16X26 (8) W24X55 (56) W21X44 (48)
W24X55 (10) W24X55 (10) W24X55 (14)
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W16X26 (6) W30X90 W24X62
W24X76W16X26 (8) W16X40 (14)
W
X c
/4
W
X
W
X
W24X55 (24)
W
X
W24X55 (22)
W24X55 (22)
W
X
W24X55 (27) c=1"
W
X
W24X55 (14)
W24X76 (32) c=1"
W
X
W24X68 (32)
W
X c
/4
W24X55 (30)
W21X44 (30)W12X19 (8)
W12X19 (8)
W
X c
/4
W24X55 (32)
W24X55 (27) c=1" W24X68
W
X
W12X19 (8)
W12X19 (8)
W12X19 (8)
W
X
W
X
W
X
W
X c
/4
W
X
W
X c
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W24X68 (29) c=1"
W12X19 (8)
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X c
/4
W
X c
/4
W
X c
/4
W
X c
/4
W
X c
/4
W
X c
/4
W
X c
/4
W
X c
/4
W
X c
/4
W
X c
/4
W
X c
/4
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
) W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X c
W
X c
/4
W
X c
W
X c
/4
W
X c
/4
W
X c
/4
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X
W
X c
/4
W
X c
/4
W
X c
/4
W
X
W
X
W
X c
/4
W
X
W24X55 (14)
W12X19 (11)
W14X22 (4)
W16X26 (10)
W24X55 (22)
W
X
W
X
W
X
W
X
W
X
14' - 5"
(2) EQ SPACES
14' - 5"
(2) EQ SPACES
14' - 5"
(3) EQ SPACES
21' - 5"
(2) EQ SPACES
9' - 2"
(5) EQ SPACES
34' - 10"
(4) EQ SPACES
28' - 10 1/2"
/8
/8
S30-01
S30-02
S30-01
S30-01
S30-01
A R
E A
D
S
-0
D
AREA C - S11-02C
/S
-0
INDICATES FOLDING
PARTITION SUPPORT
-SEE 5/S00-075/S00-06
#4x5'-0" @ 16" OC
(TYP @ GIRDER)
-SEE 5/S30-015/S30-01
WORK POINT
DAA/D102.00°
HSS5X5X1/4
POST UP
HSS5X5X1/4
POST UP
12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 12' - 6 3/4" 11' - 3 3/4"
1' - 3"
(2) EQ SPACES
9' - 2"
(3) EQ SPACES
20' - 0"
(2) EQ SPACES
14' - 10"
(4) EQ SPACES
28' - 10 1/2"
HSS5X5X1/4
POST UP
HSS5X5X1/4
POST UP
HSS5X5X1/4
POST UP
HSS5X5X1/4
POST UP
HSS5X5X1/4
POST UP
-SEE 2/S00-06
(TYP)
2/S00-05
BEAM OVER COL
-SEE 11/S00-0711/S00-06
BEAM OVER COL
-SEE 11/S00-0711/S00-06
BEAM OVER COL
-SEE 11/S00-0711/S00-06
BEAM OVER COL
-SEE 11/S00-0711/S00-06
BEAM OVER COL
-SEE 11/S00-0711/S00-06
BEAM OVER COL
-SEE 11/S00-0711/S00-06
BEAM OVER COL
-SEE 11/S00-0711/S00-06
CG.1
S11-02E
3"
/8
2"
/2
B
M O
F
FS
E T
/2
B
M O
F
FS
E T
/2
B
M O
F
FS
E T
B M
O F
FS
E T
D4.5
D3.5
W
X
W
X
W
X
/S
-0
/S
-0
4' - 2"
15' - 10" 4' - 2"
(4) EQ SPACES
(3) EQ SPACES (3) EQ SPACES
4"
1' - 0"
(2) EQ SPACES (2) EQ SPACES (2) EQ SPACES
/8
S30-01
S30-01
S30-01
S30-01
S30-01
S30-01
HSS10X4X3/8
ELEVATOR RAIL
SUPPORT
-SEE 9/S30-017/S30-01
HSS6X6X1/4
(BOS=108'-0")
H S S
X
X /8
(B O
S
H S S
X
X /4
(B O
S
INDICATES PREFAB
CANOPY BY OTHERS
-SEE 14/S40-0110/S40-01
INDICATES PREFAB
CANOPY BY OTHERS
-SEE 14/S40-0110/S40-01
INDICATES PREFAB
CANOPY BY OTHERS
-SEE 14/S40-0110/S40-01
INDICATES STEEL SUPPORT FOR
SLIDING DOOR BELOW
-SEE 5/S00-075/S00-06
82k 65k 38k 38k 65k 65k 53k 53k
40k 45k
64k 63k k k
52k 57k
50k
61k 61k
75k 94k k k
60k 64k k k k k
84k 81k k k k k k k k k k k k k k k
69k
48k
36k
40k
187k k k k k k k k k k
75k 75k
46k 39k k k k k k k
30k k
S40-03
PROVIDE FRAMING AROUND
MECHANICAL OPENINGS PER
DETAIL 8/S00-06 (TYP)8/S00-05
W8X10
W8X10
4' - 7 5/8" 5' - 0 3/8"
W
X
W
X
W12X14 (12)
W12X14 (12)
W16X26 (8)
INDICATES RECESS
FOR PARTITION
WALL ABOVE
-SEE 12/S00-0712/S00-06
W
X
W
X
W
X
W21X44 (16)
W21X44 (16)
W
X
W
X
W
X
65k
46k46k
40k 40k
INDICATES RECESS FOR
PARTITION WALL ABOVE
-SEE 12/S00-0712/S00-06
W
X
(1
W
X
(3
W
X
(1
W
X
(1
W
X
(2
S11-02E
3HSS5X5X1/4
POST
-SEE 17/S30-0113/S30-01
S30-02
1' - 6"
1' - 6"
INDICATES (2) #5x6'-0" @
RE-ENTRANT CORNERS
(TYP)
1" BM OFFSET
W
X
FD
FD
FD
FD
S30-01
S30-01
S30-01
S30-01
-3
/8
-3
/8
-3
/8
INIDCATES HSS TUBE &
STEEL PL ABOVE BEAM
-SEE 4/S30-024/S30-02
S30-02
INDICATES FLOOR DRAIN
-SEE 20/S00-05FD
PLAN LEGEND
INDICATES VERTICAL BRACING
SEE ELEVATIONS S50-0X
X/S50-0X
FLOOR DECK:
3" NORMAL WEIGHT CONCRETE ON 2" 20 GA
GALV COMPOSITE STEEL DECK. TOTAL SLAB
THICKNESS = 5"
REINFORCE SLAB WITH 6x6-W1.4xW1.4
WELDED WIRE MESH.
TOP OF STEEL NOTE:
FINISHED FLOOR ELEVATION = 14'-8"
TOP OF COMPOSITE BEAM SHALL BE 5"
BELOW FINISHED FLOOR UNO (3" CONCRETE
ON 2" DECK)
INDICATES FLOOR DECK
SPAN DIRECTION
BEAM LEGEND
DENOTES CAMBER
INDICATES TOP OF STEEL ELEVATION WHEN SHOWN (BOTT OF
STEEL INDICATED AS "BOS=") ABOVE REF GROUND FLOOR FFE
INDICATES NUMBER SHEAR STUDS ALONG LENGTH OF BEAM
W x3 c
/2
(1 k k
INDICATES LRFD LOAD REACTION IN KIPS AT BEAM END.
MINIMUM BEAM REACTIONS WHEN NOT INDICATED ON
PLAN ARE AS FOLLOWS:
W10 OR LESS = 18KIP
W12 OR GREATER = 30KIP
INDICATES BEAM SIZE
INDICATES STEEL SUPPORT
FOR WINDOW BELOW
-SEE 5/S00-075/S00-06
20/S00-05
D10 D10
AH
6' - 11" 4' - 10 1/2" 4' - 10 1/2"
W18X60 (46)
W18X35 (4) W18X35 (4)
W21X44 (48)
CONT BEAM
AT CONT COL
-SEE 20/S00-0720/S00-06
H S S
X
X
/8
H S S
X
X /4
HSS12X4X1/4
HSS12X4X1/4
HSS12X4X1/4
HSS12X4X1/4
W
S
TA
I R C
O N
TR
A
C
TO
R
V
FY
P
O S T
LO
C
A
TI
O N
NOTE:
INTERMEDIATE LANDING
AND LANDING SUPPORT
BY STAIR CONTRACTOR
AESS 3
AESS 3
AESS 3
AESS 3
A E S S
A E S S
S30-01
S30-02
W
X
W
X
W
X
INDICATES THRU BEAM
-SEE 16/S00-06W16X26 (4) W16X26 (4)
W
X
W
X
W
X
/4
S30-02
-4
/8
VARIESVARIES
S30-01
S30-02
INDICATES
BOD STEP
D2
DP DR
HSS12X4X1/4
HSS12X4X1/4 HSS12X4X1/4
H S S
X
X /4
H S S
X
X
/2
14' - 4" 5' - 8"
/4
W
X
W
X
W12X19 (11)
W16X40 (14)
NOTE:
INTERMEDIATE LANDING
AND LANDING SUPPORT
BY STAIR CONTRACTOR
S11-02E
S11-02E
NOTE:
ALL STAIR STRINGERS AND
LANDING SUPPORT SHALL
BE AESS 3
HSS12X4X1/4
HSS12X4X1/4
HSS12X4X1/4HSS8X8X1/2
S20-02
S30-01
14NOTCH HSS STRINGER
AROUND HSS TUBE
AND FULLY WELD
NOTE:
CLOSURE PLATES FOR STAIR
STRINGERS SHALL BE AESS 3
-SEE 19/S00-07
(TYP ALL STAIRS)
19/S00-06
S30-01
HSS12X4X1/4 HSS8X8X1/2
HSS12X4X1/4
HSS12X4X1/4
S30-01
NOTCH HSS STRINGER
AROUND HSS TUBE
AND FULLY WELD
HANDRAIL
-SEE ARCH
-SEE 16/S30-0115/S30-01
NOTE:
CLOSURE PLATES FOR STAIR
STRINGERS SHALL BE AESS 3
-SEE 19/S00-07
(TYP ALL STAIRS)
19/S00-06
B A
D E
C
SHEET NUMBER
TITLE
Job Number
ISSUE CHART
CONSULTANTS
KEYPLAN
PROJECT
STRUCTURAL
CIVIL
MEP
LANDSCAPING
OWNER
213030.000
631 MILL ST
SAN MARCOS, TX 78666
TX FIRM: F-1114
506 E BRAKER LN
AUSTIN, TX 78753
GIL ENGINEERING ASSOCIATES
5707 SOUTHWEST PKWY, BLDG 2, STE 250
AUSTIN, TX 78735
DUNAWAY ASSOCIATES
631 MILL ST
SAN MARCOS, TX 78666
SAN MARCOS CISD
328 S BROADWAY AVE
TYLER, TX 75702
EMA ENGINEERING & CONSULTING
9890 SILVER MOUNTAIN DR
AUSTIN, TX 78737
COLEMAN & ASSOCIATES
13284 POND SPRINGS RD, STE 304
AUSTIN, TX 78729
TRUE NORTH CONSULTING GROUP
TECHNOLOGY
13061 #3 HIGHWAY 181
SAN ANTONIO, TX 78223
COSPER & ASSOCIATES
FOOD SERVICE
13740 RESEARCH BLVD, SUITE C2
AUSTIN, TX 78750
ENGINEERED EXTERIORS, LLC
ENVELOPE
/9
/2
:4
:3
A
M A u to d e s k D o c s /S
M C
IS
D
M e n d e z E le m e n ta ry
R e p la c e m e n t/
S M
C
IS
D M e n d e z E
S R e p la c e m e n t
S t r u c tu ra l.
rv t
07/09/24
S11-02E
LEVEL 02 FLOOR
FRAMING PLAN -
AREA E
SMCISD MENDEZ
ELEMENTARY SCHOOL
REPLACEMENT
1805 PETER GARZA DR
SAN MARCOS, TX 78666
SAN MARCOS CISD
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
6/
/2
310 Comal St
Suite 100
Austin, Texas 78702 t 512.997.5261 www.perkinswill.com
SCALE: 1/8" = 1'-0"1
LEVEL 02 FLOOR FRAMING
PLAN - AREA E
SCALE: 3/16" = 1'-0"2
PARTIAL LEVEL 02 FLOOR FRAMING PLAN - SOUTH STAIRS
SCALE: 3/16" = 1'-0"3
PARTIAL LEVEL 02 FLOOR FRAMING PLAN - AREA E STAIRS
SCALE: 1/4" = 1'-0"4
UNIT E - STAIR SECTION
SCALE: 1/4" = 1'-0"5
UNIT E - STAIR SECTION
MARK ISSUE DATE
PLAN LEGEND
INDICATES VERTICAL BRACING
-SEE ELEVATIONS S50-0X
X/S50-0X
TOP OF STEEL NOTE:
TOP OF STEEL = BOTTOM OF ROOF DECK, UNO.
TOP OF STEEL BEAM AND GIRDER ELEVATIONS
SHALL BE DETERMINED FROM JOIST SEAT
DEPTHS AND BOTTOM OF DECK ELEVATIONS.
INDICATES ROOF SLOPE
DIRECTION
INDICATES DIAPHRAGM COLLECTOR
-SEE 4/S00-07
INDICATES COLLECTOR THRU
CONNECTION
-SEE 8/S00-07
INDICATES COLUMN ANGLE BRACE
-SEE 9/S00-06
STEEL JOIST NOTE: OPEN WEB STEEL JOIST DESIGNATED AS 'K' OR 'LH' TO BE
DESIGNED FOR THE FULL UNIFORM LIVE AND TOTAL LOADS OF THE JOIST
DESIGNATION ON PLAN IN ADDITION TO THE FOLLOWING LOADS:
RTU LOADS: SEE PLAN
WIND LOADS: SEE GENERAL NOTES FOR POSITIVE AND NEGATIVE…
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