HomeMy WebLinkAboutNAPLETON KIA OF CARMEL-STRUCT-20190708BUILDING CODE INFORMATIONCONSTRUCTION SAFETY & STABILITY SPECIAL INSPECTION REQUIREMENTS
DRAWING INDEXABBREVIATIONS
S101ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20
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S102ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20
WF1
WALL FOOTING SCHEDULE
COLUMN FOOTING SCHEDULE
F1
F3
F2
KEY NOTES:
WF2
WF3
WF4
F4
F5
F6
F7
F8
F4.5
F5.5
F6.5
F7.5
WF4.5
TS1
F8.5
F9
WF2.5
WF3.5
3 5 10 13 15 16 17
C
E
H
J
M
O
S
2 1
9 6
D
B
A
F
18
T
G
L
N
7 4 11 12 14
K
28
R
P
WF3 WF3WF4 WF3.5WF3.5WF3.5 WF3
WF4
TS1
TS1TS1TS1TS1TS1
WF3
WF3TS1WF2 WF2 WF2 WF1 WF1WF1 WF1 WF1 WF1 WF1WF1 WF1 WF1 WF1 WF1 WF1WF3.5 WF1 S201ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive GroupGENERAL NOTES:
FOUNDATION PLAN - AREA 'A'
SCALE: 1/8"=1'-0"
KEY PLAN
AB
N
09/21/20
WF1
WALL FOOTING SCHEDULE
COLUMN FOOTING SCHEDULE
F1
F3
F2
KEY NOTES:
WF2
WF3
WF4
F4
F5
F6
F7
F8
F4.5
F5.5
F6.5
F7.5
WF4.5
TS1
F8.5
F9
WF2.5
WF3.5
16 17 18
WF3 WF3WF4 WF3.5WF2.5WF2.5WF3
WF3 WF3 WF3.5WF3.5 WF3
WF4
TS1
TS1
TS1TS1TS1TS1TS1TS1
WF4 WF4
WF3
WF3TS1WF4.5WF2
WF1WF1 WF1WF3.5 S202ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSI NALENGINEERYMDATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive GroupGENERAL NOTES:
FOUNDATION PLAN - AREA 'B'
SCALE: 1/8"=1'-0"
KEY PLAN
B
N
09/21/20
KEY NOTES:
CONSTRUCTION SAFETY
3 5 10 13 15 16 17
C
E
H
J
M
O
S
2 1
9 6
D
B
A
F
18
T
G
L
N
7 4 11 12 14
K
28
R
P
S211ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSI NALENGINEERYMDATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive GroupGENERAL NOTES:
MEZZANINE FRAMING PLAN - AREA 'C'
SCALE: 1/8"=1'-0"
KEY PLAN
C
N
VESTIBULE FRAMING PLAN
SCALE: 1/4"=1'-0"
510
A
B
D
69
09/21/20
KEY NOTES:
CONSTRUCTION SAFETY
1617 18
S212ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSI NALENGINEERYMDATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive GroupGENERAL NOTES:
MEZZANINE FRAMING PLAN - AREA 'D'
SCALE: 1/8"=1'-0"
KEY PLAN
D
N
09/21/20
KEY NOTES:
3 5 10 13 15 16 17
C
E
H
J
M
O
S
2 1
B
A
T
G
L
N
11 12 14 7 2
F
18
S221ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive GroupGENERAL NOTES:
ROOF FRAMING PLAN - AREA 'A'
SCALE: 1/8"=1'-0"
KEY PLAN
A
N
09/21/20
KEY NOTES:
1617 18
S222ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive GroupGENERAL NOTES:
ROOF FRAMING PLAN - AREA 'B'
SCALE: 1/8"=1'-0"
KEY PLAN
B
N
09/21/20
EXTERIOR COLUMN AT SHOWROOM
DOOR OPENING AT INTERIOR WALL
EXTERIOR SLAB AT 3'-0" DOORSEXTERIOR SLAB AT O.H. DOORS INTERIOR COLUMN
CURTAIN WALL AT SHOWROOM O.H. DOOR AT SHOWROOM
7 SECTION
3/4"=1'-0" S301
8SECTION
3/4"=1'-0" S301
9SECTION
3/4"=1'-0" S301
10SECTION
3/4"=1'-0" S301
11SECTION
3/4"=1'-0" S301
INTERIOR PRECAST WALLEXTERIOR PRECAST WALL
1 SECTION
3/4"=1'-0" S301
2 SECTION
3/4"=1'-0" S301
3 SECTION
3/4"=1'-0" S301
4SECTION
3/4"=1'-0" S301
5 SECTION
3/4"=1'-0" S301
6 SECTION
3/4"=1'-0" S301
STUD WALL AT SHOWROOM ENTRY DOOR AT SHOWROOM
12SECTION
3/4"=1'-0" S301
ALONG G.L. T
EXTERIOR COLUMN AT SHOWROOM
S301ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20
ALIGNMENT PIT
3 SECTION
3/4"=1'-0" S302
1 SECTION
3/4"=1'-0" S302
2 SECTION
3/4"=1'-0" S302
TRENCH DRAIN
THICKENED SLAB UNBRACED INTERIOR CMU WALL
4SECTION
3/4"=1'-0" S302
S302ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20
TYPICAL FOOTING UNDERCUT DETAIL
NO SCALE
TYPICAL PIPE THRU FOOTING DETAIL
NO SCALE
EXTERIOR INTERIOR CONSTRUCTION JOINT CONTROL JOINT
TYPICAL SLAB ON GRADE JOINTS
NO SCALE
TYPICAL COLUMN ISOLATION JOINTS
NO SCALE
CONCRETE CONSTRUCTION
LAP SPLICE SCHEDULE
BAR SIZE CLASS B
REINFORCING BAR
#3 1'-10"
2'-4"#4
3'-0"#5
3'-8"#6
5'-2"#7
6'-0"#8
6'-8"#9
CLASS A
5'-2"
4'-8"
4'-0"
2'-9"
2'-3"
1'-10"
1'-4"1'-0"
1'-3"
1'-7"
1'-11"
2'-3"
2'-6"
2'-10"
COMPRESSION
LAP LENGTH
TYPICAL FOOTING TRANSITION DETAIL
NO SCALE
TYPICAL FOOTING STEP DETAIL
NO SCALE
ROUND
S303ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20
REINFORCEMENT DETAILS
SCALE: NONE
BOND BEAM REINFORCING
SCALE: NONE
BOND BEAM
SCALE: NONE
WALL REINFORCEMENT
SCALE: NONE
REINFORCING BAR
1'-9"
2'-3"
2'-9"
4'-9"
7'-6"
#6
#7
BAR SIZE
#5
#4
#3
LAP LENGTH
LAP SPLICE SCHEDULE
MASONRY CONSTRUCTION
MASONRY CONTROL JOINT
SCALE: NONE
PLAN
ELEVATION
KWIK BOLT 3 EMBEDMENT
DIAMETER
3/8"
MINIMUM EMBEDMENT
5/8"
2 1/2"
4"
3/4" 4 3/4"
REBAR SPLICE
AT FOUNDATION
NOT TO SCALE
TYP. REBAR SPLICE
NOT TO SCALE
1/2" 3 1/2"
WALL OPNG W/ PRECAST LINTEL
SCALE: NONE
WALL OPNG W/ STEEL LINTEL
SCALE: NONE
BEAM LINTEL BEARING
SCALE: NONE
PRECAST LINTEL PROPERTIES
MARK
PC6-8
F'c
SIZE REINF.
ØVn ØMnWxH top bot.
6x8 1 #4 1 #5 3,500 3,320 59,570 in-lb
LINTEL SCHEDULE
MARK
L1
L2
L3
SIZE REMARKS
PC8-16 8x16 598,090 in-lb10,540 lb 2 #4 2 #6
PC8-8 8x8 2 #4 2 #5 4,450 lb 167,150 in-lb3,500
3,500
PC8-8
W8x24
W16x26
@ 8" CMU W/ PL 5/16" x 7 1/2" T & B
@ 8" CMU W/ PL 5/16" x 7 1/2" T & B
GENERAL MASONRY NOTES
L4 W16x40 @ 12" CMU W/ PL 5/16" x 11 1/2" T & B
@ 12" CMU W/ PL 5/16" x 11 1/2" T & B
SPAN
UP TO 4'
4' TO 8'
8' TO 14'
14' TO 20'
ATTACHMENT OF TOP OF WALL TO DECK
NOT TO SCALE
S304ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20
11PLAN
3/4"=1'-0" S311
1 SECTION
3/4"=1'-0" S311
4 SECTION
3/4"=1'-0" S311
7 SECTION
3/4"=1'-0" S311
3 SECTION
3/4"=1'-0" S311
2 SECTION
3/4"=1'-0" S311
5 SECTION
3/4"=1'-0" S311
6SECTION
3/4"=1'-0" S311
8 SECTION
3/4"=1'-0" S311
9 SECTION
3/4"=1'-0" S311
10SECTION
3/4"=1'-0" S311
TYP. AT GIRDERS
12PLAN
3/4"=1'-0" S311
13PLAN
3/4"=1'-0" S311
PLAN VIEW
A
S311
DETAIL
3/4"=1'-0"
B
S311
SECTION
3/4"=1'-0"
ELEVATION VIEW
C
S311
SECTION
3/4"=1'-0"
D
S311
SECTION
3/4"=1'-0"
SIDE VIEW SIDE VIEW
HSS8x6 HSS14x6
14SECTION
3/4"=1'-0" S311
TYP. AT CANOPY
S311ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20
1SECTION
3/4"=1'-0" S321
2 SECTION
3/4"=1'-0" S321
3SECTION
3/4"=1'-0" S321
4 SECTION
3/4"=1'-0" S321
9SECTION
3/4"=1'-0" S321
5SECTION
3/4"=1'-0" S321
6 SECTION
3/4"=1'-0" S321
7 SECTION
3/4"=1'-0" S321
8 SECTION
3/4"=1'-0" S321
10SECTION
3/4"=1'-0" S321
11SECTION
3/4"=1'-0" S321
12SECTION
3/4"=1'-0" S321
13SECTION
3/4"=1'-0" S321 S321ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20
BEAM CONNECTION TO PRECAST
2 SECTION
3/4"=1'-0" S322
6 SECTION
3/4"=1'-0" S322
3 SECTION
3/4"=1'-0" S322
1 SECTION
3/4"=1'-0" S322
4 SECTION
3/4"=1'-0" S322
5SECTION
3/4"=1'-0" S322
7 SECTION
3/4"=1'-0" S322
8 SECTION
3/4"=1'-0" S322
9SECTION
3/4"=1'-0" S322
S322ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20
ROOF DECK CONNECTION PATTERN
7'-9"
14'-9"
6'-11"
TRIPLE SPAN
16'-6"
6'-5"
11'-7"
5'-7"
SINGLE SPAN
DOUBLE SPAN
13'-2"
DECK TYPE & GAGE
1 1/2" WIDE RIB, 22 GAGE
1 1/2" WIDE RIB, 20 GAGE
3" DEEP RIB, 22 GAGE
SINGLE SPAN
3" DEEP RIB, 20 GAGE
METAL ROOF DECK CONSTRUCTION LOADS
(SDI MAXIMUM RECOMMENDED SPANS FOR CONSTRUCTION LOADS)
DOUBLE OR TRIPLE SPAN
ROOF DECK NOTES
SECTION PLAN VIEW
ROOF DECK ANGLE SUPPORT AT COLUMN
THAN 10" PERPENDICULAR TO DECK
DETAIL FOR FLOOR SLAB OPENING LARGER
SECTION PLAN VIEW
FLOOR DECK ANGLE SUPPORT AT COLUMN FRAME AT CONDENSOR/PUMP
3 5 10 13 15 16 17
C
E
H
J
M
O
S
2 1
B
A
F
18
T
G
L
N
7 4 11 12 14
K
28
R
P
S331ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive GroupDECK PLAN
NO SCALE
09/21/20
TYPICAL MECHANICAL
FRAME AT ROOF HATCH
OR SKYLIGHT
TYPICAL ROOF DRAIN
PL 3/4" x 12" x 1'-0"HSS4, HSS5, HSS6
NOT ALL COLUMN SIZES USED ON THIS PROJECT
HSS10x10x3/16 PL 3/4" x 16" x 1'-4"
HSS7, HSS8 PL 3/4" x 14" x 1'-2"
COLUMN
BASE PLATE SCHEDULE
BASE PLATE
PLAN SECTION
PL 1" x 16" x 1'-4"
HSS10x10x5/16 PL 1" x 16" x 1'-4"
HSS10x10x3/8
BASEPLATE - TYPICAL HSS COLUMN
SCALE: NONE
HSS10x10x1/4 PL 3/4" x 16" x 1'-4"
SECTIONPLAN
PL 3/4" x 14" x 1'-2"W8
COLUMN
BASE PLATE SCHEDULE
BASE PLATE
BASEPLATE - TYPICAL W COLUMN
SCALE: NONE
TYPICAL "KICKER" - K
SCALE: NONE
JOIST PERPENDICULAR TO BEAMJOIST PARALLEL TO BEAM
PL 1" x 18" x 1'-6"HSS12x8
TYPICAL JOIST WEB REINFORCING
AT RTU FRAME
TYPICAL JOIST WEB REINFORCING
AT CONCENTRATED LOAD
HUNG FROM BOTTOM CHORD
UNIT SUPPORT
PL 1" x 16" x 1'-4"W10
S332ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20
BEAM TO COLUMN FLANGE BEAM TO COLUMN WEB BEAM TO BEAM BEAM TO BEAM
BEAM CONNECTION NOTES
TYPICAL MOMENT CONNECTIONS
NO COPE TOP FLANGE COPED TOP & BOTTOM FLANGE COPED
TYPICAL BEAM CONNECTION DETAILS
TYPICAL STIFF PLATE & WELD SCHEDULE
TYPICAL ANGLE CONNX TO
JOIST TOP CHORD PANEL
POINT - JOIST PARALLEL
TYPICAL ANGLE CONNX TO
ANGLE SPANNING JOISTS
OR BEAMS
STANDARD BEAM SHEAR
TAB CONNECTION DETAIL
ASD DESIGN
STANDARD DOUBLE
ANGLE CONNECTION DETAIL
ASD DESIGN
TYPICAL SLAB EDGE DETAILS
S333ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TTOP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20
SECTION 03300
CAST-IN-PLACE CONCRETE
PART 1 GENERAL
1.01 RELATED DOCUMENTS
1.02 SUMMARY
1.03 SUBMITTALS
1.04 QUALITY ASSURANCE
PART 2 PRODUCTS
2.01 GENERAL
2.02 FORM MATERIALS
2.03 REINFORCING MATERIALS
2.04 CONCRETE MATERIALS
2.05 RELATED MATERIALS
2.06 PROPORTIONING AND DESIGN OF MIXES
2.7 ADMIXTURES
2.8 CONCRETE MIXING & DELIVERY
PART 3 EXECUTION
3.01 GENERAL
3.02 FORMS
3.03 STONE BASE COURSE
3.04 VAPOR RETARDER/BARRIER INSTALLATION
3.05 PLACING REINFORCEMENT
3.06 JOINTS
3.07 INSTALLATION OF EMBEDDED ITEMS
3.08 PREPARATION OF FORM SURFACES
SEE SHEET S402 FOR CONTINUATION
S401ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TT
OP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20
SECTION 03300 (CONTINUED)
CAST-IN-PLACE CONCRETE
3.09 CONCRETE PLACEMENT
3.10 FINISH OF FORMED SURFACES
3.11 MONOLITHIC SLAB FINISHES
3.12 FLATNESS AND LEVELNESS:
¾
¾
3.13 CONCRETE CURING AND PROTECTION
3.14 REMOVAL OF FORMS
3.15 REUSE OF FORMS
3.16 MISCELLANEOUS CONCRETE ITEMS
3.17 CONCRETE SURFACE REPAIRS
3.18 QUALITY CONTROL TESTING DURING CONSTRUCTION
END OF SECTION
S402ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TT
OP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20
SECTION 03410
PRECAST CONCRETE HOLLOW CORE SLABS
PART 1 GENERAL
®
1.2 RELATED DOCUMENTS
1.3 SUMMARY
1.4 PERFORMANCE REQUIREMENTS
1.5 RELATED SECTIONS
1.6 SUBMITTALS
1.7 REFERENCED STANDARDS
1.8 QUALITY ASSURANCE
1.9 PRODUCT DELIVERY, STORAGE AND HANDLING
PART 2 PRODUCTS
2.1 FORM MATERIALS
2.2 REINFORCING MATERIALS
2.3 PRESTRESSING TENDONS
2.4 CONCRETE MATERIALS
2.5 RELATED MATERIALS
2.6 MISCELLANEOUS METALS
2.7 PROPORTIONING AND DESIGN OF MIXES
2.8 ADMIXTURES
2.9 CONCRETE MIXING
2.10 FABRICATION
2.11 FINISHES
²
PART 3 - EXECUTION
3.1 PREPARATION
3.2 EXAMINATION
3.3 ERECTION
3.4 ERECTION TOLERANCES
3.5 FIELD QUALITY CONTROL
3.6 REPAIRS
3.7 CLEANING
END OF SECTION 03410
S403ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TT
OP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
1.2 SUMMARY
1.3 SUBMITTALS
1.4 QUALITY ASSURANCE
“ ”
“ ”
“ ”
“ ”
PART 2 - PRODUCTS
2.1 MATERIALS
2.2 FABRICATION
“ ”
PART 3 - EXECUTION
3.1 INSTALLATION
END OF SECTION 05310
SECTION 05120 - STRUCTURAL STEEL
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
1.2 SUMMARY
“ ”
1.3 SUBMITTALS
1.4 QUALITY ASSURANCE
“ ”
“ ” “ ”
“ ” “ ”
“ ”
“ ”
“ ”
“ ” “ ”
“ ”
1.5 DELIVERY, STORAGE, AND HANDLING
PART 2 - PRODUCTS
2.1 MATERIALS
2.2 FABRICATION
“ ” “ ”
“
”
2.3 SHOP PAINTING
“ ”
“ ”
2.4 SOURCE QUALITY CONTROL
SECTION 05220 - STEEL JOISTS AND JOIST GIRDERS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
1.2 SUMMARY
1.3 SUBMITTALS
1.4 QUALITY ASSURANCE
“
”
“
”
“ ”
1.5 DELIVERY, STORAGE AND HANDLING
“ ”
PART 2 - PRODUCTS
2.1 MATERIALS
“ ”
“ ”
2.2 FABRICATION
“ ”
“ ”
“ ”
PART 3 - EXECUTION
3.1 ERECTION
“ ”
“ ”
3.2 FIELD QUALITY CONTROL
END OF SECTION 05220
3.1 ERECTION
3.2 QUALITY CONTROL
END OF SECTION 05120
S404ENGINEER of RECORD, llc.Carmel, In. 46033(317) 695.1052E o RStructural Engineering ConsultantPE10100227STATE OFNREGISTERED
DNIIANABRIAE.L0 TT
OP R O FESSINALENGINEERYM
DATAREV.DATADWG.OF CARMELNAPLETON KIANapleton Automotive Group09/21/20