B01 RFP Attachment J01 Drawings (1).pdf
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- Solicitation number
- 75H70126R00004
About this file
These architectural and engineering documents detail the construction plans for the Kyle Health Center in Kyle, South Dakota, a medical facility project completed in 2017 by TSP, Inc. The comprehensive set of drawings includes detailed plans for mechanical, electrical, structural, and life safety systems across a two-story building with a total area of 21,128 square feet. The facility is designed as a Type II-B construction, B occupancy (business/outpatient clinic) with a total occupancy of 190 people, and will be fully sprinklered. The design incorporates multiple specialized areas including dental operatories, exam rooms, x-ray facilities, and administrative spaces, with careful attention to building codes, accessibility standards, and technical infrastructure requirements for medical facilities.
The drawings provide extensive technical specifications including HVAC system layouts, electrical and power distribution plans, ventilation and cooling diagrams, piping schematics for various systems (chilled water, heating, refrigerant), and detailed structural framing plans. Key design features include Variable Air Volume (VAV) box systems, multiple air handling units, emergency generator provisions, radiant heating panels, and comprehensive electrical and communication infrastructure. The project was designed to meet multiple building codes including the 2015 International Building Code, 2014 Facilities Guidelines Institute standards, 2010 ADA Standards, and 2012 NFPA 101 Life Safety Code, ensuring a modern, compliant healthcare facility.
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VAV LOCATIONS. REFER TO M-12.
snewbrough Callout
THERMOSTAT LOCATIONS
snewbrough Callout
UNIT HEATERS LOCATIONS
snewbrough Callout
CABINET UNIT HEATERS LOCATIONS
snewbrough Callout
RADIANT HEATERS LOCATIONS
Text Box
SUPPLY AND RETURN DUCTWORK
CIRCULATING PUMPS
snewbrough Callout
BOILER LOCATIONS
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REMOVE
LIFE SAFETY LEGEND
TRAVEL DISTANCE
25'-0"
FIRE EXTINGUISHER CABINET FEC
FIRE EXTINGUISHER FE
EGRESS WIDTH/OCCUPANT LOAD SERVED
COMMON PATH
32" 160 OCC
OCCUPANT LOAD
CONCURRENT OCCUPANT LOAD
2HR FIRE WALL
2HR FIRE BARRIER
1HR FIRE BARRIER
1HR FIRE PARTITION
1HR SHAFT ENCLOSURE
2HR SHAFT ENCLOSURE
1HR SMOKE BARRIER
SMOKE PARTITION
2HR SMOKE BARRIER
AREA OF RENOVATION IS LIMITED TO
PROVIDING AUTOMATIC SPRINKLER SYSTEM
COMPLYING WITH IBC SECTION 903.3.1
(LIGHT GRAY HATCH)
AREA OF RENOVATION (DIAGONAL HATCH)
AREA OF MODIFICATION (CROSS HATCH)
NEW ADDITION
N E
W
E X
IS
T
IN
G
NEW
EXISTING
EXTG.
3'-10"
914 SF
MAIN PUBLIC WAITING
119 SF
VESTIBULE
120 SF
DENT. OPER
126 SF
DENT. OPER
118 SF
DENT. OPER
118 SF
DENT. OPER
119 SF
DENT. OPER
210 119 SF
DENT. OPER
67 SF
STORAGE
128 SF
DENTAL RECEPT.
24 SF
LKR.
TOTAL BUSINESS
OCCUPANCY AREA
18,960 SF GROSS
16,650 SF EXISTING
2,310 SF NEW
TOTAL OCCUPANCY = 190
PER IBC TABLE 1006.3.1: 3 EXITS REQUIRED
7 EXITS FROM FLOOR PROVIDED
(1 DOORS TO STAIR AND 7 EXITS AT GRADE)
TOTAL EXIT WIDTH REQUIRED: 562 x 0.2 = 112"
TOTAL EXIT WIDTH PROVIDED: 412.5"
D E
A D
E N
D
9'
0"
18 SF
JANITOR
100 SF
LAB
76 SF
SHARED STOR
56 SF
MED. ALC.
117 SF
LOUNGE
144 SF
SHARED OFFICE
107 SF
EXAM
107 SF
EXAM
73 SF
CLEAN
73 SF
SOIL
58 SF
NURSING
133 SF
N.S.
326 62 SF
FAMILY TLT
106 SF
OFFICE
150 SF
TREAT/ PROC
101 SF
EXAM
102 SF
EXAM
70.5"
34.5"
34.5"
34.5"
DW=3' - 0"DW=3' - 0"
45 SF
STORAGE
39 SF
X-RAY
56 SF
SUP.OFF.
4' -4
4'-10"
DW=3' - 0"
FLOOR HATCH
AREA OF MODIFICATION (CROSS HATCH)
4' - 5 3/4"
FEC
FEC
FEC
FEC
FEC
FEC
FEC
4' -0
5' -0
FEC
GOVERNING CODES:
BUILDING
2015 INTERNATIONAL BUILDING CODE
2014 EDITION OF THE FACILITIES GUIDELINES INSTITUTE (FGI)
GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS
AND OUTPATIENT FACILITIES (CHAPTER 3)
ACCESSIBILITY
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
FIRE /LIFE SAFETY
2012 NFPA 101 LIFE SAFETY CODE
MECHANICAL
2015 INTERNATIONAL MECHANICAL CODE
PLUMBING
2015 UNIFORM PLUMBING CODE
ELECTRICAL
2014 NATIONAL ELECTRICAL CODE
CODE SUMMARY
B Outpatient ClinicOccupancy Classification:
Type II-B
Existing is Non-sprinkled. Sprinklers will be added.
Addition is to be sprinkled.
Entire facility will be sprinkled per IBC Section 903.3.1
Type of Construction:
Total Building Height = 23'-4"Actual Height:
IBC Table 504.3 = 55 ftAllowable Height:
Actual Areas:
IBC Table 506.2 = 23,000 sfAllowable Area:
PLUMBING FIXTURE REQUIREMENTS
W.C. Men - 2 4 W.C. Women - 2 4 LAV. Men - 2 4 LAV. Women - 2 4 Unisex Toilet Rooms - 0 7 Drinking FT - 2 3 Service Sink - 1 1
Fixtures Required
Fixtures Provided
IBC Table 2902.1 - B Business 95 Men and 95 Women (for entire facility)
Common Path of Travel (IBC Table 1006.2.1): 100 ft max.
Fire resistive Rating Requirements (Table 601):
Structural Frame 0 Exterior Bearing Walls 0 Interior Bearing Walls 0 Exterior Non Bearing Walls (per table 602) 0 Interior Non Bearing Walls 0 Floor Construction 0 Roof Construction 0
Building Element Rating (in hours)
Storage Smoke Partition
(NFPA 8.7.1.2)
Waste and Linen Collection Smoke Partition (IBC Table 509)
Incidental Use Separation :
(IBC)
Special Hazard Protection
(NFPA)
CHAPTER 3
CHAPTER 5
CHAPTER 6
CHAPTER 9
CHAPTER 10
CHAPTER 29
First Floor = 20,000 sf Penthouse = 1,128 sf Total Building = 21,128 sf
Egress Width (IBC Section 1005.3.3): 190 x .2 = 38" total
Corridors (IBC Table 1020.1): Serving greater than 30 occupants with sprinker system do not need to be rated.
PROJECT ADDRESS:
KYLE HEALTH CENTER
KYLE, SD
Total Building Stories = 2 (1 Occupied Floor + Mechanical Penthouse)Actual Stories Above Grade:
IBC Table 504.4 = 3Allowable Stories Above Grade:
Travel Distance to Exit (IBC Table 1017.2): 300 feet max.
Dead-End Corridors (IBC Table 1020.4): 50 feet max.
Minimum Number of Exits per floor: 2 (4 provided) (IBC Table 1006.3.1)
NOTE: EACH UNISEX TOILET ROOM INCLUDES
ONE TOILET AND ONE LAVATORY.
Max. Travel to Fire Extinguisher (IBC Section 906.3): 75 ft
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4" PARTITION - CHASE
WALL ASSEMBLY
- 5/8" GYPSUM BOARD
- 3 5/8" METAL STUDS
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UL DESIGN NO. U442
5" PARTITION - 1HR
WALL ASSEMBLY
- 5/8" GYPSUM BOARD
- 3 5/8" METAL STUDS
- 5/8" GYPSUM BOARD
= PROVIDE SOUND INSULATION
SOUND
INSULATION AT
TYPE 'A3CS' ONLY
= PROVIDE SOUND INSULATION
SOUND
INSULATION AT
TYPE 'A3AS' ONLY
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UL DESIGN NO. U465
7" PARTITION - 1HR
WALL ASSEMBLY
- 5/8" GYPSUM BOARD
- 6" METAL STUDS
- 5/8" GYPSUM BOARD
= PROVIDE SOUND INSULATION
SOUND
INSULATION AT
TYPE 'A6AS' ONLY
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(A T
F
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5" FURRING
WALL ASSEMBLY
- 5/8" GYPSUM BOARD
- 3 5/8" METAL STUDS
FACE OF
WALL
BRACE PARTION
TO STRUCT.
ABOVE. REF SPEC.
STUDS & GYP. BD.
TO EXTEND 4" TO
6" ABOVE CEILING
4 7/8" 4 1/4" 7 1/4" 4 1/4" 1/2"
A3AS
A3A
A3CS
A3C
A6AS
A6A D3B
= PROVIDE SOUND INSULATIOND3BS
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UL DESIGN NO. U465
5" PARTITION - 1HR (LEAD)
WALL ASSEMBLY
- 5/8" GYPSUM BOARD
- 3 5/8" METAL STUDS
- 5/8" LEAD LINED
GYPSUM BOARD
= PROVIDE SOUND INSULATION
SOUND
INSULATION AT
TYPE 'A3ES'
ONLY
LEAD LINED
GYP. BD. TO
7'-0" AFF
U.N.O
4 7/8"
A3ES
A3E
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(A T
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3" FURRING
WALL ASSEMBLY
- 5/8" GYPSUM BOARD
- 2 1/2" METAL STUDS
FACE OF
WALL
BRACE PARTION TO
STRUCT. ABOVE.
REF SPEC. STUDS &
GYP. BD. TO
EXTEND 4" TO 6"
ABOVE CEILING
3 1/8" 1/2"
D2B
MB1
EXTERIOR WALL
CMU WITH MASONRY
WALL ASSEMBLY
- 5/8" GYPSUM WALL BOARD
- 2 1/2" RIGID INSULATION - TAPED JOINTS
- AIR BARRIER
- 6" CONCRETE MASONRY UNITS
- FLUID-APPLIED WEATHER BARRIER
- AIR SPACE
- 4" MASONRY, 4" FACE BRICK, OR SOILDER COURSE
(REF ELEVATIONS & WALL SECTIONS)
FLOOR CONSTRUCTION
FLOOR ASSEMBLY:
- 4" CONCRETE FLOOR (REF STRUCT)
- 1 1/2" METAL FLOOR DECK (REF STRUCT)
- STRUCTURAL STEEL (REF STRUCT)
* REF STRUCTURAL FOR ADDITIONAL INFORMATION
ROOF CONSTRUCTION
ROOF ASSEMBLY:
* REF STRUCTURAL FOR ADDITIONAL INFORMATION
- ADHERED ROOFING MEMBRANE
- TAPERED RIGID ROOF INSULATION
- 4" BASE LAYER RIGID ROOF INSULATION
- CLASS 1 VAPOR RETARDER
- METAL DECK
- STEEL BEAM OR JOIST
F2 R1
1'-1"
FLOOR CONSTRUCTION
FLOOR ASSEMBLY:
- 2" SAND
- VAPOR BARRIER
- GRADED SOIL
* REF STRUCTURAL FOR ADDITIONAL INFORMATION
F1
PROVIDE MINIMUM AVERAGE R-38
NORTH
(ACTUAL)
NORTH
(REFERENCE)
ISSUES
SHEET NUMBER
SHEET TITLE
A
2 3
1 2 3
4 5
4 5
A
TSP, Inc.
PROJECT
NOT
FO
R
CONSTR
UCTI
O N
600 Kansas City St.
Rapid City, SD 57701
(605) 343-6102 www.teamtsp.com
C C
B B
D D
© TSP, Inc. 2017
ISSUE DATE
CHECKED BY
DRAWN BY
PROJECT #
LI
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F R
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A L x
F O
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A T
CONSULTANTS
Architecture Engineering
Planning
KEY PLAN
EXTG. BLDG.
NEW ADDITION
/6
/2
:1
:2
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T S
P R e v it L o c a l\
D a k o ta P la in s
K y le
C lin ic A jo h n s o n d p
.r v t
LIFE SAFETY &
CONSTRUCTION
TYPES
G-101
0%
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T S
Kyle, South Dakota
KYLE CLINIC HEALTH
CENTER ADDITION -
IHS
DAKOTA PLAINS
AJP04/07/2017
DPJ03161153
SCALE: 1/16" = 1'-0"
C1
FIRST LEVEL CODE PLAN
LEGEND - PARTITION TYPES
MARK DATE DESCRIPTION
LEGEND - CONSTRUCTION TYPES
meyerdr Rectangle meyerdr Text Box
- SUBSTRATE BOARD
meyerdr
THIS IS A 1/4" BOARD OVER ROOF DECK
SHEET GENERAL NOTES:
KEY NOTES:
CC
BB
AA
1.7
1.7
FI
EL
D
VE
R
IF
Y
EX
IS
T
ST
EE
L
R O
O F
JO
IS
TS
'-0
"O C
FIELD VERIFY
EXIST STEEL ROOF JOISTS @ 5'-0"OC
S
PA
'-0
"(M
AX
5' -0
" 11 S
PA
'-0
"(M
AX
5' -0
W
X1
TO
S=
W
X1
TO
S=
W
X2
TO
S=
W
X1
TO
S=
12K1
12K1
12K1
12K1
12K1
12K1
10K1
10K1
10K1
10K1
10K1
10K1 20K3
20K3
20K3
20K4SP
20K4SP
20K4SP
20K4SP
20K4SP
20K4SP
20K3
20K3
20K3
A.3A.3
B.5B.5
A.9A.9
1 1/2"X22GA TYPE B
(WIDE RIB) STEEL
ROOF DECK
- PRIMED & PAINTED
A4
S-102
TYP
B4
S-102
TYP
B4
S-102
SIM @
EXIST
CMU
WALL
C4
S-102
C4
S-102D4
S-102
TYP
D3
S-102TYP
B3
S-102
TYP
B3
S-102
SIM
B3
S-102
SIM
C3
S-102
TYP
L1
L2
L2
L1
L2
L-EXIST
L-EXIST
L1 L1
GRID
4" TO 6" CMU
10'-9 3/4"
W/ MECH
4'-4 1/2"(+/-)
COORD. 9'-7 3/16"
C O
O R
D.
W
/ M
EC
H
'-8
C O
O R
D.
W
/ M
EC
H
'-1
1/
2"
S-102
D1
S-102
D1
TYP 6 LOC
SIM
2' -4
3' -4
3'
-0
4' -0
FI
EL
D
VE
R
IF
Y 4'
-1 0"
FIELD VERIFY
2'-10" +/-
A. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS- IF ANY NEW
CONSTRUCTION CONFLICTS WITH EXISTING CONDITIONS CONTRACTOR SHALL NOTIFY
ARCHITECT/ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH CONSTRUCTION
B. USE HILTI HIT-HY 200 ADHESIVE SYSTEM OR APPROVED EQUAL AT ALL DRILL & EPOXY ANCHOR
BOLT OR REBAR DOWEL CONNECTIONS
C. REFERENCE SHEET S-501 FOR BEAM/COLUMN CONNECTION SCHEDULE, LINTEL SCHEDULE
& TYPICAL DETAILS
D. REFERENCE DETAILS D1 & D2/S-501 FOR TOP OF INTERIOR NON-BEARING PARTITION WALL
LATERAL SUPPORT REQUIREMENTS
E. CONTRACTOR FIELD VERIFY SPACING OF EXISTING ROOF JOISTS WITH RESPECT TO NEW ROOF JOISTS SHOWN (REF DETAIL C4/S-102)- THE INTENT IS TO MAXIMIZE THE SPACING BETWEEN
EXISTING AND NEW JOISTS BEARING ON THE EXISTING CMU WALL
- NOTIFY EOR IF EXISTING JOIST SPACING DIFFERS FROM DIMENSIONS SHOWN
ROOF FRAMING PLAN
ROOF FRAMING PLAN
1. MECHANICAL AIR HANDLING UNIT - COORDINATE WITH MECHANICAL FOR EXACT SIZE & LOCATION
- JOIST SUPPLIER PROVIDE 20K4 SPECIAL JOISTS @ AHU PER SCHEDULE & DIAGRAM D3/S-501
- DESIGN WEIGHT OF AHU W/ CURB = APPROXIMATELY 5500#, CONTRACTOR NOTIFY EOR IF FINAL
SUPPLIED EQUIPMENT EXCEEDS THIS DESIGN LOAD
- COORDINATE WITH MECHANICAL TO LOCATE ROOF OPENINGS AND PROVIDE FRAMING AROUND
OPENINGS PER DETAIL D1/S-102
2. LIGHT FIXTURE/EQUIPMENT SUPPORT FRAMING & BRACING
- REF ARCH/ELEC FOR EXACT TYPES & LOCATIONS
- PROVIDE UNISTRUT AND/OR STEEL ANGLES & THREADED ROD AS REQUIRED TO SUSPEND AND
SUPPORT FIXTURE AT CEILING PER MANUFACTURER'S RECOMMENDATIONS
- BRACE SUSPENDED SUPPORT FRAMING IN BOTH DIRECTIONS PERPENDICULAR TO EACH OTHER
WITH STEEL ANGLE KICKERS UP TO ROOF STRUCTURE (REF TYP DETAIL C2/S-501 FOR INTENT)
8"
(2) L5X3X3/8 (LLV)
GROUT FILL ENDS OF CMU
JAMB (2000 PSI MIX)
EXIST CMU
SECTION A-A
A
A
(2) #4 BARS
1/4"X5" PLATE
CONT
3/16" 2" @ 12"
1/
2"
6" 1'-4" TYP
1/2"Ø THRU BOLTS
(DO NOT OVER
TIGHTEN)
1/4"X5" PLATE CONT
BOT CMU
108'-8"
BOT CMU
108'-8"
SINGLE PLATE
CONNECTION
- REF SCHEDULE C4/S-501
STEEL COLUMN
(REF PLAN)
STEEL BEAM
(REF PLAN)
STEEL BEAM
(REF PLAN)
1/2" CAP PLATE
OPENING- VERIFY
SIZE & QUANTITY
W/ TRADE INVOLVED
JST/BM
TOP OF JOIST/BEAM
L4X4X1/4" TYP
CUT OUT VERT LEG
AT SUPPORT
CL
JST/BMCL
3/16"
TYP
STEEL JOIST
(REF PLAN)
L2X2X1/4" BRACE FROM BOTTOM
FLANGE OF BEAM TO TOP
CHORD OF JOIST AT FIRST
PANEL POINT- LOCATE AT 10FT
SPACING MAX (MIN 2 EACH SIDE
OF BEAM ALONG SPAN)
STEEL BEAM (REF PLAN)
STEEL ROOF DECK
(REF PLAN)
2"
1/8"
TYP
3/16" 2
AT "K" JOISTS
STEEL JOIST
(REF PLAN)
STEEL BEAM (REF PLAN)
2"3/16" 2
AT "K" JOISTS
CONC SLAB ON
METAL ROOF DECK
- REF PLAN
4 1/2"
GROUT CELLS ABOVE
w/ BOND BEAM
BOND BEAM w/
(2) #4 CONT
CMU WALL
(REF PLAN)
ROOF DECK
(REF PLAN)
STEEL JOIST
(REF PLAN)
L3x3x1/4" CONT ANCHOR TO CMU w/ 5/8"Ø EXP
BOLTS(4" EMBED) @ 32" OC
CMU WALL REINF
(REF S-001 & PLAN)
PL 5/8"x4"x0'-8" w/
(2) 1/2"Ø x 4" STUDS
3/16"
3/16" 2"
AT "K" JSTS
WHERE POINT LOAD
OCCURS BETWEEN
PANEL POINTS
(2) L2x2x3/16"
(1 EACH SIDE)
SIMILAR IF JOIST LOADED
FROM BOTTOM CHORD
3/16"
4 THUS
GROUT JOIST
IN SOLID
GROUT CORE SOLID
BELOW JOIST
EXISTING
MASONRY WALL
3/16" 2"
AT "K" JOISTS
ROOF DECK
(REF PLAN)
STEEL JOIST
(REF PLAN)
3/16"
L3x3x1/4" CONT ANCHOR TO CMU w/ 5/8"Ø EXP
BOLTS (4" EMBED) @ 32" OC
EXIST BOND
BEAM w/
(2) #4 CONT
- FIELD VERIFY
PL 5/8"x4"x0'-8" w/
(2) 1/2"Ø x 4" STUDS- GROUT INTO
EXIST CMU AT EACH JOIST
EXISTING BRICK VENEER TO
BE REMOVED- REF ARCH
CMU WALL
(REF PLAN)
L3x3x1/4" CONT ANCHOR TO CMU w/ 5/8"Ø EXP
BOLTS (4" EMBED)@ 32" OC
CMU WALL REINF
(REF S-001 & PLAN)
GROUT CELLS ABOVE
w/ BOND BEAM
BOND BEAM w/
(2) #4 BARS CONT
ROOF DECK
(REF PLAN)
ATTACH DECK TO
ANGLE @ 6" OC
1/2" ISOLATION JOINT
CONCRETE SLAB ON DECK
(REF PLAN) - ATTACH
DECK TO ANGLE @ 6" OC
L3x3x1/4" w/
5/8"Ø EXP
BOLTS
(5" EMBED)
@ 32" OC
REF A5/S-101
TOC/FIRST LEVEL
REF PLAN
BRICK LEDGE
REF ARCH
4' -0
" A
FF
10" REF PLAN
STEEL JOIST
(REF PLAN)
CMU WALL REINF
(REF S-001)
GROUT FILL AROUND BEAM
PL3/4"X4"X0'-10"
W/ (2) 5/8"Ø HAB (5" EMBED)
GROUT FILL (3) CORES
BELOW BEAM FULL
HEIGHT REINF W/ (1)#5
VERT EA CORE
STEEL BEAM
(REF PLAN)
SLOTTED HOLE
IN BEAM FLANGE
4 1/2" MIN
NORTH
(ACTUAL)
NORTH
(REFERENCE)
ISSUES
SHEET NUMBER
SHEET TITLE
A
2 3
1 2 3
4 5
4 5
A
TSP, Inc.
PROJECT
NOT
FO
R
CONSTR
UCTI
ON
600 Kansas City St.
Rapid City, SD 57701
(605) 343-6102 www.teamtsp.com
C C
B B
D D
© TSP, Inc. 2017
ISSUE DATE
CHECKED BY
DRAWN BY
PROJECT #
LI
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S) U
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F R
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CONSULTANTS
Architecture Engineering
Planning
KEY PLAN
EXTG. BLDG.
NEW ADDITION
4/ 7/
1:
:0
A
M I:\
_T S
P R ev it
Lo ca l\0
D ak ot a P la in s
K yl e C lin ic
S
_W ei er sA
R .r vt
ROOF FRAMING PLAN
& DETAILS
S-102
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Kyle, South Dakota
KYLE CLINIC HEALTH
CENTER ADDITION -
IHS
DAKOTA PLAINS
ARW04/07/2017
CSH03161153
SCALE: 1/8" = 1'-0"
A1
ROOF FRAMING PLAN
SCALE: 3/4" = 1'-0"
A4
STEEL LINTEL @ NEW OPENING
S042-07A
SCALE: 3/4" = 1'-0"
C3
TYP BEAM/COLUMN CONNECTION
S051-02
SCALE: 3/4" = 1'-0"
D1
ROOF OPENING DETAIL
S051-20 SCALE: 3/4" = 1'-0"
D3
TYP INTERIOR JOIST BRG
S052-03
SCALE: 3/4" = 1'-0"
A5
TYP FLOOR JOIST BEARING
S052-05
SCALE: 3/4" = 1'-0"
D4
TYP EXTERIOR JOIST BEARING DETAIL
S052-09SCALE: 3/4" = 1'-0"
D2
TYP JOIST REINFORCEMENT
S052-14
SCALE: 3/4" = 1'-0"
C4
JOIST BEARING @ EXIST WALL
S052-15
SCALE: 3/4" = 1'-0"
B3
DECK/WALL CONN DETAIL
S053-03 SCALE: 3/4" = 1'-0"
B5
TYP FLOOR DECK / WALL CONN
S053-07SCALE: 3/4" = 1'-0"
B4
BEAM/6" CMU WALL CONNECTION
MARK DATE DESCRIPTION
File details come from the government source that posted it. Updated .