5-Hole Structural Engineering, Inc.
3
² 5-Hole Structural Engineering, Inc. 3 Quail Run South Burlington, VT 05403 (802) 338-0233 THOMAS J. LANGAN PROFESSIONAL ENGINEER, N.J. LIC. No. GE 36169
Transcript of 5-Hole Structural Engineering, Inc.
²
5-Hole Structural Engineering, Inc.3 Quail RunSouth Burlington, VT 05403(802) 338-0233
THOMAS J. LANGAN
PROFESSIONAL ENGINEER, N.J. LIC. No. GE 36169
AutoCAD SHX Text
S1
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
SUBMISSION
AutoCAD SHX Text
BY
AutoCAD SHX Text
POINT PLEASANT BEACH, NEW JERSEY 08742
AutoCAD SHX Text
(732) 701-9444 FAX 701-9919 E-MAIL [email protected]
AutoCAD SHX Text
ARCHITECTURE - PLANNING - DESIGN
AutoCAD SHX Text
405 RICHMOND AVENUE
AutoCAD SHX Text
RONALD A. SEBRING ASSOCIATES, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
RONALD A. SEBRING, ARCHITECT C6933
AutoCAD SHX Text
TJL
AutoCAD SHX Text
03/03/17
AutoCAD SHX Text
FINAL DESIGN
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
SCALE: 1" = 30'-0"
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
PAD
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
PAD
AutoCAD SHX Text
CONCRETE APRON
AutoCAD SHX Text
S 27%%d17'14" E 120.07'
AutoCAD SHX Text
N84%%d44'31"E 41.63'
AutoCAD SHX Text
S 27%%d26'18" E 308.94'
AutoCAD SHX Text
S 62%%d33'42" W 199.53'
AutoCAD SHX Text
N 27%%d36'54" W 511.57'
AutoCAD SHX Text
184.38'
AutoCAD SHX Text
S 84%%d41'57" W 212.33'
AutoCAD SHX Text
N 05%%d06'35" E 302.96'
AutoCAD SHX Text
87.09'
AutoCAD SHX Text
N 84%%d52'31" E
AutoCAD SHX Text
176.06'
AutoCAD SHX Text
327.19'
AutoCAD SHX Text
S 27%%d36'54" E
AutoCAD SHX Text
402.85' TO ACADEMY STREET
AutoCAD SHX Text
ACADEMY STREET
AutoCAD SHX Text
EXISTING FLAGPOLES
AutoCAD SHX Text
BOLLARDS
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
10'x15'
AutoCAD SHX Text
CONC. PAD
AutoCAD SHX Text
10'x15'
AutoCAD SHX Text
CONC. PAD
AutoCAD SHX Text
CONCRETE EMERGENCY GENERATOR PAD
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
BARRIER
AutoCAD SHX Text
BLOCK 53
AutoCAD SHX Text
LOT 1.01
AutoCAD SHX Text
BLOCK 53
AutoCAD SHX Text
LOT 1.02
AutoCAD SHX Text
BLOCK 53
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
BLOCK 53
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
GROVE STREET
AutoCAD SHX Text
(50' WIDE ROW, 34' WIDE PAVEMENT)
AutoCAD SHX Text
CONTAINS 1.041 AC.
AutoCAD SHX Text
BLOCK 53
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
EXISTING SALT DOME
AutoCAD SHX Text
BLOCK 428
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
BLOCK 53
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
TRUCK STORAGE
AutoCAD SHX Text
AND ADMINISTRATION
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
3' WIDE CONCRETE SIDEWALK
AutoCAD SHX Text
EXISTING VEHICLE STORAGE BUILDING
AutoCAD SHX Text
EXISTING 1 STORY MASONRY BUILDING
AutoCAD SHX Text
BLOCK 428
AutoCAD SHX Text
LOT 3.01
AutoCAD SHX Text
CONTAINS 2.056 AC.
AutoCAD SHX Text
INDEX OF DRAWINGS
AutoCAD SHX Text
BUILDING CRITERIA
AutoCAD SHX Text
1 STORY, 13'-10"
AutoCAD SHX Text
U
AutoCAD SHX Text
IIB
AutoCAD SHX Text
CONSTRUCTION CLASSIFICATION:
AutoCAD SHX Text
USE GROUP:
AutoCAD SHX Text
BUILDING HEIGHT:
AutoCAD SHX Text
AREA:
AutoCAD SHX Text
1,363 S.F.
AutoCAD SHX Text
VOLUME:
AutoCAD SHX Text
18,749 C.F.
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
S1
AutoCAD SHX Text
%%UCONSTRUCTION CODES
AutoCAD SHX Text
INTERNATIONAL BUILDING CODE 2015, NEW JERSEY EDITION
AutoCAD SHX Text
PLAN, ELEVATIONS, SECTION, AND DETAILS
AutoCAD SHX Text
DOT GLASSBORO MAINTENANCE YARD
AutoCAD SHX Text
COVERED MATERIAL STORAGE BINS
AutoCAD SHX Text
GLASSBORO, GLOUCESTER COUNTY, NEW JERSEY
AutoCAD SHX Text
PROJECT No. T0574-02
AutoCAD SHX Text
146
AutoCAD SHX Text
145
AutoCAD SHX Text
144
AutoCAD SHX Text
145
AutoCAD SHX Text
146
AutoCAD SHX Text
146
AutoCAD SHX Text
145
AutoCAD SHX Text
144
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
EXISTING INLET
AutoCAD SHX Text
TYPE E INLET
AutoCAD SHX Text
GR= 143.80
AutoCAD SHX Text
INV.= 139.56 (36")
AutoCAD SHX Text
INV.= 139.00
AutoCAD SHX Text
INV.= 139.00
AutoCAD SHX Text
INV.= 139.56 (36")
AutoCAD SHX Text
GR= 144.50
AutoCAD SHX Text
TYPE E INLET
AutoCAD SHX Text
36" FES
AutoCAD SHX Text
INV.= 139.56
AutoCAD SHX Text
GR= 143.90
AutoCAD SHX Text
TYPE E INLET
AutoCAD SHX Text
INV.= 139.56 (36")
AutoCAD SHX Text
INV.= 139.00
AutoCAD SHX Text
TYPE A INLET
AutoCAD SHX Text
GR= 143.80
AutoCAD SHX Text
INV.= 139.56
AutoCAD SHX Text
EXISTING MANHOLE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
EXISTING LIGHT POLE
AutoCAD SHX Text
EXISTING STORM MANHOLE
AutoCAD SHX Text
EXISTING GATE
AutoCAD SHX Text
144
AutoCAD SHX Text
EXISTING CHAIN-LINK FENCE
AutoCAD SHX Text
PROPOSED COVERED MATERIAL STORAGE BINS
AutoCAD SHX Text
A1
AutoCAD SHX Text
A2
AutoCAD SHX Text
FRAMING PLAN AND DETAILS
AutoCAD SHX Text
%%UGENERAL NOTES:
AutoCAD SHX Text
1.)
AutoCAD SHX Text
ALL STEEL SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION.
AutoCAD SHX Text
2.)
AutoCAD SHX Text
SIDE AND REAR CURTAINS SHALL BE CONSTRUCTED OF 12oz DOUBLE FILL (WRAP AND FILL LENGTHWISE AND CROSSWISE) POLYESTER CANVAS, FIRE RESISTANT TREATED WITH A FLAME SPREAD OF 25 OR LESS WHEN TESTED IN ACCORDANCE WITH UL 723. CANVAS SHALL HAVE A DRY SILICON WATERPROOFING TREATMENT. PROVIDE A 3/8" DIAMETER DACRON BOLT ROPE LACED IN A POCKET ON ALL SIDES FOR ATTACHMENT TO THE STRUCTURE. ALL SEAMING SHALL BE CAPABLE OF WITHSTANDING A WIND LOAD OF 50lb/FT²
AutoCAD SHX Text
EXISTING PAVEMENT
AutoCAD SHX Text
NEW PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
EXISTING INLET
AutoCAD SHX Text
LIMIT OF DISTURBANCE:
AutoCAD SHX Text
3,700 S.F. ;
AutoCAD SHX Text
LIMIT OF DISTURBANCE
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
2" HOT MIX ASPHALT 9.5M64 SURFACE COURSE
AutoCAD SHX Text
4" HOT MIX ASPHALT 19M64 SURFACE COURSE
AutoCAD SHX Text
COMPACTED 8" DENSE GRADED AGGREGATE BASE COURSE
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
FINISH FLOOR = 382.0'
AutoCAD SHX Text
144.2'
AutoCAD SHX Text
145.1'
AutoCAD SHX Text
%%UDESIGN CRITERIA
AutoCAD SHX Text
DESIGN WIND SPEED:
AutoCAD SHX Text
120 MPH
AutoCAD SHX Text
ASCE 7-10
AutoCAD SHX Text
DESIGN GROUND SNOW LOAD:
AutoCAD SHX Text
40 PSF
AutoCAD SHX Text
DESIGN SEISMIC: S=0.2825:S=0.0730
AutoCAD SHX Text
S
AutoCAD SHX Text
1
AutoCAD SHX Text
DESIGN SOIL BEARING PRESSURE:
AutoCAD SHX Text
DESIGN WIND UPLIFT:
AutoCAD SHX Text
DESIGN FLAT SNOW LOAD:
AutoCAD SHX Text
DESIGN WIND PRESSURE:
AutoCAD SHX Text
1,500 PSF
AutoCAD SHX Text
77.9 PSF
AutoCAD SHX Text
26.88 PSF
AutoCAD SHX Text
31.22 PSF
AutoCAD SHX Text
DESIGN WIND PRESSURE (SHORT SIDE):
AutoCAD SHX Text
6,556.2 POUNDS
AutoCAD SHX Text
DESIGN WIND PRESSURE (LONG SIDE):
AutoCAD SHX Text
42,100.2 POUNDS
AutoCAD SHX Text
DESIGN MAXIMUM ROD LOAD:
AutoCAD SHX Text
8.24 kips
AutoCAD SHX Text
DESIGN CONCRETE STRENGTH:
AutoCAD SHX Text
4.0 KSI
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
144.2'
AutoCAD SHX Text
145.1'
AutoCAD SHX Text
19'-4 5/8"
AutoCAD SHX Text
TJL
AutoCAD SHX Text
03/28/17
AutoCAD SHX Text
PERMIT
5-Hole Structural Engineering, Inc.3 Quail RunSouth Burlington, VT 05403(802) 338-0233
THOMAS J. LANGAN
PROFESSIONAL ENGINEER, N.J. LIC. No. GE 36169
AutoCAD SHX Text
PLAN OF STORAGE BINS
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
1
AutoCAD SHX Text
A1
AutoCAD SHX Text
A1
AutoCAD SHX Text
E
AutoCAD SHX Text
A1
AutoCAD SHX Text
C
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
15'-4"
AutoCAD SHX Text
10'-2"
AutoCAD SHX Text
5'-2"
AutoCAD SHX Text
A
AutoCAD SHX Text
A1
AutoCAD SHX Text
A1
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A1
AutoCAD SHX Text
WEST ELEVATION
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
SOUTH ELEVATION
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
A1
AutoCAD SHX Text
D
AutoCAD SHX Text
A1
AutoCAD SHX Text
D
AutoCAD SHX Text
PLAN, ELEVATIONS, SECTION, AND DETAILS
AutoCAD SHX Text
12" POROUS FILL TYPICAL
AutoCAD SHX Text
A1
AutoCAD SHX Text
1
AutoCAD SHX Text
SUBMISSION
AutoCAD SHX Text
BY
AutoCAD SHX Text
POINT PLEASANT BEACH, NEW JERSEY 08742
AutoCAD SHX Text
(732) 701-9444 FAX 701-9919 E-MAIL [email protected]
AutoCAD SHX Text
ARCHITECTURE - PLANNING - DESIGN
AutoCAD SHX Text
405 RICHMOND AVENUE
AutoCAD SHX Text
RONALD A. SEBRING ASSOCIATES, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
RONALD A. SEBRING, ARCHITECT C6933
AutoCAD SHX Text
A1
AutoCAD SHX Text
A1
AutoCAD SHX Text
E
AutoCAD SHX Text
A1
AutoCAD SHX Text
D
AutoCAD SHX Text
A1
AutoCAD SHX Text
1
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
12" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
8" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
12" CONCRETE SLAB ON 12" POROUS FILL No. 4 BARS AT 6" O.C. BOTH WAYS
AutoCAD SHX Text
REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
12" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
8" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
12" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
8" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
12" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
12" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
8" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
12" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
8" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
12" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
8" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
12" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS WITH 9" MINIMUM EMBEDMENT OVER 3/4" GROUT BED.
AutoCAD SHX Text
12" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
12" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
8" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
12" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
8" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
12" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
8" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM
AutoCAD SHX Text
A1
AutoCAD SHX Text
B
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
A1
AutoCAD SHX Text
E
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
A1
AutoCAD SHX Text
1
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
A1
AutoCAD SHX Text
C
AutoCAD SHX Text
3" CLR
AutoCAD SHX Text
No. 4 BARS AT 6" O.C. BOTH WAYS
AutoCAD SHX Text
12" CONCRETE SLAB ON 12" POROUS FILL
AutoCAD SHX Text
D
AutoCAD SHX Text
A1
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
No. 5 HORIZONTAL BARS AT 16" O.C. CONTINUOUS.
AutoCAD SHX Text
No. 5 VERTICAL BARS AT 16" O.C.
AutoCAD SHX Text
No. 4 BARS AT 6" O.C. BOTH WAYS
AutoCAD SHX Text
12" CONCRETE SLAB ON 12" POROUS FILL
AutoCAD SHX Text
SAWCUT SLAB 4" DEEP FILL WITH POURABLE SEALANT
AutoCAD SHX Text
No. 5 HORIZONTAL BARS AT 16" O.C.
AutoCAD SHX Text
No. 5 VERTICAL BARS AT 16" O.C.
AutoCAD SHX Text
2"x 4" KEY (TYPICAL)
AutoCAD SHX Text
2"x 4" KEY (TYPICAL)
AutoCAD SHX Text
No. 4 BARS AT 6" O.C. BOTH WAYS
AutoCAD SHX Text
12" CONCRETE SLAB ON 12" POROUS FILL
AutoCAD SHX Text
2"x 4" KEY (TYPICAL)
AutoCAD SHX Text
No. 5 DOWELS AT 8" O.C. 24"x38" VERTICAL
AutoCAD SHX Text
3/4"x 3/4" CHAMFER
AutoCAD SHX Text
EXPANSION JOINT 3/8" CAULK JOINT W/ FOAM BACKER ROD
AutoCAD SHX Text
2"x 4" KEY
AutoCAD SHX Text
No. 5 HORIZONTAL BARS IN SIDE WALLS EXTENDED INTO REAR WALL 16"
AutoCAD SHX Text
No. 5 SMOOTH BARS 32" LONG
AutoCAD SHX Text
No. 4 HORIZONTAL BARS AT 16" O.C. EACH FACE
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
A1
AutoCAD SHX Text
F
AutoCAD SHX Text
No. 4 BARS AT 6" O.C. BOTH WAYS
AutoCAD SHX Text
12" CONCRETE SLAB ON 12" POROUS FILL
AutoCAD SHX Text
No. 4 VERTICAL BARS AT 16" O.C. EACH FACE
AutoCAD SHX Text
2"x 4" KEY (TYPICAL)
AutoCAD SHX Text
8"
AutoCAD SHX Text
A2
AutoCAD SHX Text
2
AutoCAD SHX Text
15'-0"
AutoCAD SHX Text
15'-4"
AutoCAD SHX Text
10'-2"
AutoCAD SHX Text
A
AutoCAD SHX Text
A1
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
8"
AutoCAD SHX Text
B
AutoCAD SHX Text
A1
AutoCAD SHX Text
A2
AutoCAD SHX Text
3
AutoCAD SHX Text
RAKE TRIM. SEE DETAIL 3/A2
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
RAKE TRIM. SEE DETAIL 3/A2
AutoCAD SHX Text
A1
AutoCAD SHX Text
F
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM
AutoCAD SHX Text
145.26'
AutoCAD SHX Text
2
AutoCAD SHX Text
12
AutoCAD SHX Text
2
AutoCAD SHX Text
12
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN BEYOND
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN BEYOND
AutoCAD SHX Text
12" POROUS FILL
AutoCAD SHX Text
12" POROUS FILL
AutoCAD SHX Text
12" POROUS FILL
AutoCAD SHX Text
12" POROUS FILL
AutoCAD SHX Text
03/03/17
AutoCAD SHX Text
TJL
AutoCAD SHX Text
FINAL DESIGN
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS WITH 9" MINIMUM EMBEDMENT OVER 3/4" GROUT BED.
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS WITH 9" MINIMUM EMBEDMENT OVER 3/4" GROUT BED.
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS WITH 9" MINIMUM EMBEDMENT OVER 3/4" GROUT BED.
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS WITH 9" MINIMUM EMBEDMENT OVER 3/4" GROUT BED.
AutoCAD SHX Text
No. 4 HORIZONTAL BARS AT 16" O.C. EACH FACE
AutoCAD SHX Text
No. 4 VERTICAL BARS AT 16" O.C. EACH FACE
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS WITH 9" MINIMUM EMBEDMENT OVER 3/4" GROUT BED.
AutoCAD SHX Text
15'-4"
AutoCAD SHX Text
10'-2"
AutoCAD SHX Text
5'-2"
AutoCAD SHX Text
A
AutoCAD SHX Text
A1
AutoCAD SHX Text
REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
RAKE TRIM. SEE DETAIL 3/A2
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
2
AutoCAD SHX Text
12
AutoCAD SHX Text
NORTH ELEVATION
AutoCAD SHX Text
A1
AutoCAD SHX Text
B
AutoCAD SHX Text
A1
AutoCAD SHX Text
B
AutoCAD SHX Text
DOT GLASSBORO MAINTENANCE YARD
AutoCAD SHX Text
COVERED MATERIAL STORAGE BINS
AutoCAD SHX Text
GLASSBORO, GLOUCESTER COUNTY, NEW JERSEY
AutoCAD SHX Text
PROJECT No. T0574-02
AutoCAD SHX Text
5'-2"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
PATCH EXISTING PAVEMENT. SEE SITE PLAN FOR GRADING AND ELEVATION
AutoCAD SHX Text
7/16" DIAMETER HIGH STRENGTH CABLE SUPPORTS (A449) (F1554) WITH TURNBUCKLE AND CLEVIS - WORKING LOAD OF 8.3 KIPS MINIMUM
AutoCAD SHX Text
SLOPE DOWN 2"
AutoCAD SHX Text
15'-8"
AutoCAD SHX Text
15'-8"
AutoCAD SHX Text
SLOPE DOWN 2"
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
145.1'
AutoCAD SHX Text
145.1'
AutoCAD SHX Text
A2
AutoCAD SHX Text
6
AutoCAD SHX Text
FABRIC SIDE CURTAIN
AutoCAD SHX Text
A2
AutoCAD SHX Text
3
AutoCAD SHX Text
20 GAGE 7/8" CORRUGATED ROOF PANEL
AutoCAD SHX Text
20 GAGE 7/8" CORRUGATED ROOF PANEL
AutoCAD SHX Text
20 GAGE 7/8" CORRUGATED ROOF PANEL
AutoCAD SHX Text
7/16" DIAMETER HIGH STRENGTH CABLE SUPPORTS (A449) (F1554) WITH TURNBUCKLE AND CLEVIS - WORKING LOAD OF 8.3 KIPS MINIMUM
AutoCAD SHX Text
1/4" DIAMETER HIGH STRENGTH CABLE SUPPORTS (A449) (F1554) WITH TURNBUCKLE AND CLEVIS - WORKING LOAD OF 2 KIPS MINIMUM
AutoCAD SHX Text
7/16" DIAMETER HIGH STRENGTH CABLE SUPPORTS (A449) (F1554) WITH TURNBUCKLE AND CLEVIS - WORKING LOAD OF 8.3 KIPS MINIMUM
AutoCAD SHX Text
1/4" DIAMETER HIGH STRENGTH CABLE SUPPORTS (A449) (F1554) WITH TURNBUCKLE AND CLEVIS - WORKING LOAD OF 2 KIPS MINIMUM
AutoCAD SHX Text
145.1'
AutoCAD SHX Text
144.2'
AutoCAD SHX Text
145.26'
AutoCAD SHX Text
144.2'
AutoCAD SHX Text
144.0'
AutoCAD SHX Text
144.2'
AutoCAD SHX Text
145.1'
AutoCAD SHX Text
FABRIC SIDE CURTAIN
AutoCAD SHX Text
145.26'
AutoCAD SHX Text
FABRIC REAR CURTAIN
AutoCAD SHX Text
FABRIC REAR CURTAIN
AutoCAD SHX Text
FABRIC REAR CURTAIN
AutoCAD SHX Text
FABRIC REAR CURTAIN
AutoCAD SHX Text
FABRIC REAR CURTAIN
AutoCAD SHX Text
FABRIC REAR CURTAIN
AutoCAD SHX Text
3" CLR
AutoCAD SHX Text
3" CLR
AutoCAD SHX Text
3" CLR
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN BEYOND
AutoCAD SHX Text
2'-0"'
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
03/28/17
AutoCAD SHX Text
TJL
AutoCAD SHX Text
PERMIT
5-Hole Structural Engineering, Inc.3 Quail RunSouth Burlington, VT 05403(802) 338-0233
THOMAS J. LANGAN
PROFESSIONAL ENGINEER, N.J. LIC. No. GE 36169
AutoCAD SHX Text
FRAMING PLAN OF STORAGE BINS
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
15'-8"
AutoCAD SHX Text
6"
AutoCAD SHX Text
FRAMING PLAN, ELEVATION, AND DETAILS
AutoCAD SHX Text
SUBMISSION
AutoCAD SHX Text
BY
AutoCAD SHX Text
POINT PLEASANT BEACH, NEW JERSEY 08742
AutoCAD SHX Text
(732) 701-9444 FAX 701-9919 E-MAIL [email protected]
AutoCAD SHX Text
ARCHITECTURE - PLANNING - DESIGN
AutoCAD SHX Text
405 RICHMOND AVENUE
AutoCAD SHX Text
RONALD A. SEBRING ASSOCIATES, LLC
AutoCAD SHX Text
DATE
AutoCAD SHX Text
RONALD A. SEBRING, ARCHITECT C6933
AutoCAD SHX Text
A2
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
ROOF DECK
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
A2
AutoCAD SHX Text
4
AutoCAD SHX Text
12x4 STEEL TUBE CONNECTION
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text
A2
AutoCAD SHX Text
5
AutoCAD SHX Text
DETAIL AT 10x6 BEAM AND
AutoCAD SHX Text
BEAM CONNECTION AT THROUGH PLATE
AutoCAD SHX Text
AT HSS COLUMN
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text
A2
AutoCAD SHX Text
4
AutoCAD SHX Text
DETAIL THROUGH PLATE
AutoCAD SHX Text
C C-1
AutoCAD SHX Text
L
AutoCAD SHX Text
C COL
AutoCAD SHX Text
L
AutoCAD SHX Text
GIRDER CONNECTION AT THRU PLATE
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
3" x3" x1/4" ANGLE 9 1/2" LONG
AutoCAD SHX Text
A2
AutoCAD SHX Text
5
AutoCAD SHX Text
A2
AutoCAD SHX Text
5
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
RAKE TRIM
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
18 GAUGE EAVE FLASHING
AutoCAD SHX Text
20 GAGE 7/8" CORRUGATED ROOF PANEL
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM
AutoCAD SHX Text
RAKE DETAIL
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text
A2
AutoCAD SHX Text
3
AutoCAD SHX Text
EAVE DETAIL
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text
A2
AutoCAD SHX Text
2
AutoCAD SHX Text
SHIM
AutoCAD SHX Text
BEAM CONNECTION AT THROUGH PLATE
AutoCAD SHX Text
GIRDER CONNECTION AT THRU PLATE
AutoCAD SHX Text
(3)3/4" DIAMETER 3/4" DIAMETER BOLTS
AutoCAD SHX Text
(3)3/4" DIAMETER 3/4" DIAMETER BOLTS
AutoCAD SHX Text
(3)3/4" DIAMETER 3/4" DIAMETER BOLTS
AutoCAD SHX Text
(3)3/4" DIAMETER 3/4" DIAMETER BOLTS
AutoCAD SHX Text
(3)3/4" DIAMETER 3/4" DIAMETER BOLTS
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS WITH 9" MINIMUM EMBEDMENT OVER 3/4" GROUT BED.
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS WITH 9" MINIMUM EMBEDMENT OVER 3/4" GROUT BED.
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS WITH 9" MINIMUM EMBEDMENT OVER 3/4" GROUT BED.
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS WITH 9" MINIMUM EMBEDMENT OVER 3/4" GROUT BED.
AutoCAD SHX Text
WEST ELEVATION
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
12" REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
10"x 10"x 3/4" BASE PLATE WITH (4) 3/4" DIAMETER ANCHOR BOLTS OVER 3/4" GROUT BED.
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM
AutoCAD SHX Text
A1
AutoCAD SHX Text
E
AutoCAD SHX Text
A1
AutoCAD SHX Text
C
AutoCAD SHX Text
A1
AutoCAD SHX Text
A
AutoCAD SHX Text
A1
AutoCAD SHX Text
D
AutoCAD SHX Text
A1
AutoCAD SHX Text
D
AutoCAD SHX Text
A1
AutoCAD SHX Text
E
AutoCAD SHX Text
A1
AutoCAD SHX Text
D
AutoCAD SHX Text
A1
AutoCAD SHX Text
B
AutoCAD SHX Text
A1
AutoCAD SHX Text
F
AutoCAD SHX Text
A1
AutoCAD SHX Text
B
AutoCAD SHX Text
REINFORCED CAST-IN-PLACE CONCRETE WALL
AutoCAD SHX Text
03/03/17
AutoCAD SHX Text
TJL
AutoCAD SHX Text
FINAL DESIGN
AutoCAD SHX Text
DOT GLASSBORO MAINTENANCE YARD
AutoCAD SHX Text
COVERED MATERIAL STORAGE BINS
AutoCAD SHX Text
GLASSBORO, GLOUCESTER COUNTY, NEW JERSEY
AutoCAD SHX Text
PROJECT No. T0574-02
AutoCAD SHX Text
SINGLE BEAD TAPE SEALANT
AutoCAD SHX Text
SELF DRILLING SCREWS AT 12" O.C.
AutoCAD SHX Text
20 GAGE 7/8" CORRUGATED ROOF PANEL
AutoCAD SHX Text
3/16" STEEL HOOKS AT 12" O.C.
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
3/8" DACRON BOLT ROPE
AutoCAD SHX Text
FABRIC REAR CURTAIN
AutoCAD SHX Text
ROOF / WALL DETAIL
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text
A2
AutoCAD SHX Text
6
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
PEAK
AutoCAD SHX Text
#12-14 x 1 1/4" SELF DRILLER
AutoCAD SHX Text
SINGLE BEAD TAPE SEALANT
AutoCAD SHX Text
#12-14 x 2" SELF DRILLER
AutoCAD SHX Text
UNIVERSAL CLOSURE
AutoCAD SHX Text
CLEAT
AutoCAD SHX Text
SHIM
AutoCAD SHX Text
3/16" STEEL HOOKS AT 12" O.C.
AutoCAD SHX Text
3/8" DACRON BOLT ROPE
AutoCAD SHX Text
3/16" STEEL HOOKS AT 12" O.C.
AutoCAD SHX Text
3/8" DACRON BOLT ROPE
AutoCAD SHX Text
144.2'
AutoCAD SHX Text
RAKE ANGLE
AutoCAD SHX Text
#12-14 x 1 1/4" SELF DRILLER
AutoCAD SHX Text
SINGLE BEAD TAPE SEALANT
AutoCAD SHX Text
20 GAGE 7/8" CORRUGATED ROOF PANEL
AutoCAD SHX Text
20 GAGE 7/8" CORRUGATED ROOF PANEL
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM
AutoCAD SHX Text
HSS 4x4 STEEL COLUMN
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
7/16" DIAMETER HIGH STRENGTH CABLE SUPPORTS (A449) (F1554) WITH TURNBUCKLE AND CLEVIS - WORKING LOAD OF 8.3 KIPS
AutoCAD SHX Text
1/4" DIAMETER HIGH STRENGTH CABLE SUPPORTS (A449) (F1554) WITH TURNBUCKLE AND CLEVIS - WORKING LOAD OF 2 KIPS MINIMUM
AutoCAD SHX Text
144.2'
AutoCAD SHX Text
144.2'
AutoCAD SHX Text
FABRIC REAR CURTAIN
AutoCAD SHX Text
FABRIC REAR CURTAIN
AutoCAD SHX Text
FINISHED FLOOR 145.26'
AutoCAD SHX Text
AT CONCRETE WALL DETAIL
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text
A2
AutoCAD SHX Text
7
AutoCAD SHX Text
FABRIC ATTACHMENT HOOKS
AutoCAD SHX Text
2"
AutoCAD SHX Text
6" EMBEDMENT
AutoCAD SHX Text
3/16" STEEL HOOK
AutoCAD SHX Text
A2
AutoCAD SHX Text
7
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
HSS 10" x6" x5/16" STEEL BEAM WITH 5/16" CAP PLATES EACH END (TYP.)
AutoCAD SHX Text
5/16" CAP PLATE
AutoCAD SHX Text
HSS 4" x12" x1/4" STEEL TUBE
AutoCAD SHX Text
3/16" STEEL HOOKS AT 12" O.C.
AutoCAD SHX Text
3/8" DACRON BOLT ROPE
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
1/4" END PLATE
AutoCAD SHX Text
GIRDER CONNECTION AT THRU PLATE
AutoCAD SHX Text
GIRDER CONNECTION AT THRU PLATE
AutoCAD SHX Text
#12-14 x 1 1/4" SELF DRILLER
AutoCAD SHX Text
SINGLE BEAD TAPE SEALANT
AutoCAD SHX Text
7/16" DIAMETER HIGH STRENGTH CABLE SUPPORTS (A449) (F1554) WITH TURNBUCKLE AND CLEVIS - WORKING LOAD OF 8.3 KIPS
AutoCAD SHX Text
03/28/17
AutoCAD SHX Text
TJL
AutoCAD SHX Text
PERMIT
