STRUCTURAL LOADS LATERAL LOAD SCHEDULE (UNFACTORED)
14
LATERAL LOAD SCHEDULE (UNFACTORED) STRUCTURAL LOADS θ 1 FX.0 (-5'-0") F F A S0 A W • • • SPECIAL INSPECTION AND VERIFICATION OF SOILS SPECIAL INSPECTION AND VERIFICATION OF CONCRETE CONSTRUCTION AFTER BOLTING 1. DOCUMENT ACCEPTANCE OR REJECTION OF OTHER STEEL INSPECTIONS SPECIAL INSPECTION AND VERIFICATION OF OTHER STEEL CONSTRUCTION ----- ----- ----- ----- X X X X ----- X Y Y Y Y DURING BOLTING SPECIAL INSPECTION AND VERIFICATION OF STRUCTURAL STEEL CONSTRUCTION PRIOR TO BOLTING Y Y Y SPECIAL INSPECTION OF WIND FORCE RESISTING SYSTEMS NON-DESTRUCTIVE TESTING SPECIAL INSPECTION AND VERIFICATION OF WOOD CONSTRUCTION AFTER WELDING ©
Transcript of STRUCTURAL LOADS LATERAL LOAD SCHEDULE (UNFACTORED)
LATERAL LOAD SCHEDULE (UNFACTORED)STRUCTURAL LOADS
θ
1
FX.0 (-5'-0")
F
F
A
S0
1
A
W
•
•
•
SPECIAL INSPECTION AND VERIFICATION OF SOILS
SPECIAL INSPECTION AND VERIFICATION OF CONCRETE CONSTRUCTION
AFTER BOLTING
1. DOCUMENT ACCEPTANCE OR REJECTION OF
OTHER STEEL INSPECTIONS
SPECIAL INSPECTION AND VERIFICATION OF OTHER STEEL CONSTRUCTION
-----
-----
-----
-----
X
X
X
X
-----
X
Y
Y
Y
Y
DURING BOLTING
SPECIAL INSPECTION AND VERIFICATION OF STRUCTURAL STEEL CONSTRUCTION
PRIOR TO BOLTING
Y
Y
Y
SPECIAL INSPECTION OF WIND FORCE RESISTING SYSTEMS
NON-DESTRUCTIVE TESTING
SPECIAL INSPECTION AND VERIFICATION OF WOOD CONSTRUCTION
AFTER WELDING
©
AutoCAD SHX Text
WALL COMPONENTS/ CLADDING (10 SQ. FT.)
AutoCAD SHX Text
AT EDGE
AutoCAD SHX Text
AT MIDDLE
AutoCAD SHX Text
ROOF COMPONENTS/ CLADDING (10 SQ. FT.)
AutoCAD SHX Text
AT EDGE/ HIPS/ CORNERS
AutoCAD SHX Text
AT MIDDLE
AutoCAD SHX Text
+34.1/ -45.6 PSF
AutoCAD SHX Text
+34.1/ +37.0 PSF
AutoCAD SHX Text
+25.4/ -74.5 PSF
AutoCAD SHX Text
+25.4/ -57.2 PSF
AutoCAD SHX Text
ROOFING
AutoCAD SHX Text
FLOORING
AutoCAD SHX Text
CONCRETE DECKING
AutoCAD SHX Text
INSULATION/SHEATHING
AutoCAD SHX Text
FRAMING
AutoCAD SHX Text
CEILING
AutoCAD SHX Text
SPRINKLER
AutoCAD SHX Text
MEP
AutoCAD SHX Text
MISC.
AutoCAD SHX Text
TOTAL DEAD
AutoCAD SHX Text
PARTITIONS
AutoCAD SHX Text
LIVE LOAD
AutoCAD SHX Text
SNOW LOAD
AutoCAD SHX Text
WIND LOAD
AutoCAD SHX Text
TOTAL LIVE + DEAD *
AutoCAD SHX Text
-
AutoCAD SHX Text
62.5
AutoCAD SHX Text
6
AutoCAD SHX Text
4.5
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
0.5
AutoCAD SHX Text
85
AutoCAD SHX Text
-
AutoCAD SHX Text
25.4
AutoCAD SHX Text
60
AutoCAD SHX Text
50
AutoCAD SHX Text
186.5
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
8
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
-
AutoCAD SHX Text
21
AutoCAD SHX Text
-
AutoCAD SHX Text
12
AutoCAD SHX Text
25
AutoCAD SHX Text
25.4
AutoCAD SHX Text
58.8
AutoCAD SHX Text
GRAVITY LOAD SCHEDULE - UNFACTORED
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
-379.7 PSF
AutoCAD SHX Text
+63.3/-71.4 PSF
AutoCAD SHX Text
REFERENCED FROM INTERNATIONAL BUILDING CODE (2018 NJ) & ASCE-7 (2016). TABLE BELOW BASED ON ASCE-7 (2010) SECTIONS, TABLES, & FIGURES UNLESS NOTED OTHERWISE.
AutoCAD SHX Text
BUILDING LOCATION
AutoCAD SHX Text
* LOAD COMBINATIONS FOR TOTAL LOAD D+S, D+0.75 (W+S), 0.6 D+W
AutoCAD SHX Text
PARAPET/ CLADDING (10 SQ. FT.) (CORNER) q = p =
AutoCAD SHX Text
WIND LOAD
AutoCAD SHX Text
RISK CATAGORY
AutoCAD SHX Text
BASIC WIND SPEED
AutoCAD SHX Text
WIND EXPOSURE CATEGORY*
AutoCAD SHX Text
SNOW LOAD - UNFACTORED
AutoCAD SHX Text
ITEM
AutoCAD SHX Text
GROUND SNOW LOAD
AutoCAD SHX Text
SNOW EXPOSURE FACTOR
AutoCAD SHX Text
THERMAL FACTOR
AutoCAD SHX Text
IMPORTANCE FACTOR
AutoCAD SHX Text
MINIMUM SNOW LOAD
AutoCAD SHX Text
FLAT-ROOF SNOW LOAD (θ < 5°)< 5°)
AutoCAD SHX Text
DESIGN SNOW LOAD
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
Is
AutoCAD SHX Text
Ct
AutoCAD SHX Text
Ce
AutoCAD SHX Text
Pg
AutoCAD SHX Text
Pf aa
AutoCAD SHX Text
Pmin
AutoCAD SHX Text
Pd
AutoCAD SHX Text
20 PSF
AutoCAD SHX Text
1.2
AutoCAD SHX Text
1.0
AutoCAD SHX Text
1.2
AutoCAD SHX Text
60 PSF
AutoCAD SHX Text
25 PSF
AutoCAD SHX Text
25 PSF (MINIMUM)
AutoCAD SHX Text
Iw
AutoCAD SHX Text
V
AutoCAD SHX Text
IV
AutoCAD SHX Text
109.2 MPH
AutoCAD SHX Text
D
AutoCAD SHX Text
BASE WIND PRESSURE
AutoCAD SHX Text
qh
AutoCAD SHX Text
CORNER/END ZONE EDGE DISTANCE a
AutoCAD SHX Text
± 28.9 PSF
AutoCAD SHX Text
7'-2"
AutoCAD SHX Text
SEISMIC LOAD
AutoCAD SHX Text
IMPORTANCE FACTOR
AutoCAD SHX Text
MAPPED SPEC. ACCL. (SHORT)
AutoCAD SHX Text
MAPPED SPEC. ACCL. (1s)
AutoCAD SHX Text
LONG PERIOD - TRANSITIONAL
AutoCAD SHX Text
SEISMIC DESIGN CATEGORY
AutoCAD SHX Text
SITE CLASSIFICATION
AutoCAD SHX Text
BASE SEISMIC FORCE
AutoCAD SHX Text
RESISTING SYSTEM
AutoCAD SHX Text
RESPONSE MODIF. FACTOR
AutoCAD SHX Text
DEFLECTION AMPL. FACTOR
AutoCAD SHX Text
ANALYSIS PROCEDURE
AutoCAD SHX Text
MECHANICAL AND ELECTRICAL SHEAR
AutoCAD SHX Text
Ie
AutoCAD SHX Text
Ss*
AutoCAD SHX Text
S1*
AutoCAD SHX Text
TL
AutoCAD SHX Text
1.5
AutoCAD SHX Text
0.148g
AutoCAD SHX Text
0.043g
AutoCAD SHX Text
6 SECONDS
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
Cd
AutoCAD SHX Text
3.0
AutoCAD SHX Text
3.0
AutoCAD SHX Text
.106 Wp
AutoCAD SHX Text
SLAB EDGE
AutoCAD SHX Text
T.O. FTG. ELEVATION.
AutoCAD SHX Text
FTG SIZE PER SCHEDULE
AutoCAD SHX Text
CONCRETE SPREAD FOOTING
AutoCAD SHX Text
SLAB ISOLATION JOINTS
AutoCAD SHX Text
CONCRETE PIER
AutoCAD SHX Text
FOUNDATION SYMBOLS
AutoCAD SHX Text
(-5'-0") FWX.0
AutoCAD SHX Text
T.O. BEAM ELEVATION
AutoCAD SHX Text
CAMBER (UP)
AutoCAD SHX Text
HEADED SHEAR STUDS
AutoCAD SHX Text
BEAM SHAPE
AutoCAD SHX Text
WF COLUMN
AutoCAD SHX Text
FACTORED SHEAR REACTION
AutoCAD SHX Text
STEEL FRAMING SYMBOLS
AutoCAD SHX Text
BEAM FRAMING
AutoCAD SHX Text
OVER SUPPORTING
AutoCAD SHX Text
GIRDER
AutoCAD SHX Text
BEAM FRAMING
AutoCAD SHX Text
TO SIDE OF BEAM
AutoCAD SHX Text
C1 P1 [-2'-0"]
AutoCAD SHX Text
WALL ABOVE SLAB
AutoCAD SHX Text
CONC. FTG.
AutoCAD SHX Text
FOUNDATION WALL
AutoCAD SHX Text
40k
AutoCAD SHX Text
W16x26 (26) c=1"
AutoCAD SHX Text
GRID
AutoCAD SHX Text
LABEL
AutoCAD SHX Text
STRUCTURAL SYMBOL LEGEND
AutoCAD SHX Text
T.O. PIER ELEVATION
AutoCAD SHX Text
PIER TYPE
AutoCAD SHX Text
COLUMN TYPE OR SIZE
AutoCAD SHX Text
SHEAR SPLICE
AutoCAD SHX Text
GRAVITY MOMENT
AutoCAD SHX Text
LATERAL MOMENT CONNECTION
AutoCAD SHX Text
FLANGE STIFFENER
AutoCAD SHX Text
HSS COLUMN
AutoCAD SHX Text
(BEAM RUNS OVER)
AutoCAD SHX Text
FIRE-PROOFED
AutoCAD SHX Text
[+12'-7"]
AutoCAD SHX Text
WEB STIFFENER
AutoCAD SHX Text
BRACE
AutoCAD SHX Text
BEAM CONTINUES
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
VALUE
AutoCAD SHX Text
POSITIVE PRESSURE: ACTING TOWARDS SURFACE (psf) NEGATIVE PRESSURE: ACTING AWAY FROM SURFACE (psf) ALL MIN. DESIGN WIND PRESSURES MUST BE AT LEAST +/- 10PSF.
AutoCAD SHX Text
COMPONENTS & CLADDING WIND LOAD PER ASCE 7 - WALLS (UNFACTORED)
AutoCAD SHX Text
AREA
AutoCAD SHX Text
ZONE
AutoCAD SHX Text
NEGATIVE ZONE 4
AutoCAD SHX Text
NEGATIVE ZONE 5
AutoCAD SHX Text
100 FT 2
AutoCAD SHX Text
200 FT 2
AutoCAD SHX Text
500 FT 2
AutoCAD SHX Text
-31.9
AutoCAD SHX Text
600 S 162 - 54
AutoCAD SHX Text
SPECIAL INSPECTIONS
AutoCAD SHX Text
A. SOILS - SECTION 1705.6 PER TABLE 1705.6
AutoCAD SHX Text
N
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
VERIFICATION AND INSPECTION TASK
AutoCAD SHX Text
B. CONCRETE CONSTRUCTION - SECTION 1705.3 PER TABLE 1705.3
AutoCAD SHX Text
FREQUENCY OF INSPECTION
AutoCAD SHX Text
Y
AutoCAD SHX Text
N
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
N
AutoCAD SHX Text
VERIFICATION AND INSPECTION
AutoCAD SHX Text
2. REINFORCING BAR WELDING
AutoCAD SHX Text
c. INSPECT OTHERS WELDS
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
N
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
Y
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
-----
AutoCAD SHX Text
ACI 318: 17.8.2.4
AutoCAD SHX Text
-----
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
ACI 318: 17.8.2
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
1910.10
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
1910.9
AutoCAD SHX Text
Y
AutoCAD SHX Text
5. WPS FOLLOWED
AutoCAD SHX Text
6. WELDING TECHNIQUES
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
4. ENVIRONMENTAL CONITIONS
AutoCAD SHX Text
----
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
-----
AutoCAD SHX Text
-----
AutoCAD SHX Text
-----
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
1908.4
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
1. USE OF QUALIFIED WELDERS
AutoCAD SHX Text
2. CONTROL AND HANDLING OF WELDING
AutoCAD SHX Text
CONSUMABLES
AutoCAD SHX Text
3. CRACKED TACK WELDS
AutoCAD SHX Text
6. FIT-UP OF FILLET WELDS
AutoCAD SHX Text
----
AutoCAD SHX Text
DURING WELDING
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
N5.4-1, AISC 360-10
AutoCAD SHX Text
N5.4-1, AISC 360-10
AutoCAD SHX Text
N5.4-1, AISC 360-10
AutoCAD SHX Text
N5.4-1, AISC 360-10
AutoCAD SHX Text
N5.4-1, AISC 360-10
AutoCAD SHX Text
N5.4-1, AISC 360-10
AutoCAD SHX Text
Y
AutoCAD SHX Text
N
AutoCAD SHX Text
3. FASTENER COMPONENT
AutoCAD SHX Text
3. PRE-TENSIONED FASTENERS
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
Y
AutoCAD SHX Text
BOLTED CONNECTIONS
AutoCAD SHX Text
X
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
ACI 318: 26.4.5
AutoCAD SHX Text
F. STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL - SECTION 1705.2.2
AutoCAD SHX Text
ACI 318: 26.4.7-26.4.9
AutoCAD SHX Text
SPECIAL
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
INSPECTION
AutoCAD SHX Text
REQUIRED
AutoCAD SHX Text
Y/N
AutoCAD SHX Text
-----
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
-----
AutoCAD SHX Text
-----
AutoCAD SHX Text
Y
AutoCAD SHX Text
-
AutoCAD SHX Text
ACI 318: CH. 26.8
AutoCAD SHX Text
-
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
ACI 318: 26.10.2
AutoCAD SHX Text
Y
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
ACI 318: 26.10.1(b)
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
VERIFICATION AND INSPECTION
AutoCAD SHX Text
1. MATERIAL VERIFICATION OF
AutoCAD SHX Text
COLD-FORMED STEEL DECK:
AutoCAD SHX Text
2. INSPECTION OF WELDING:
AutoCAD SHX Text
a. COLD-FORMED STEEL DECK:
AutoCAD SHX Text
1) FLOOR AND ROOF DECK WELDS
AutoCAD SHX Text
b. REINFORCING STEEL:
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
N
AutoCAD SHX Text
3) SHEAR REINFORCEMENT
AutoCAD SHX Text
4) OTHER REINFORCING STEEL
AutoCAD SHX Text
3. TRUSSES SPANNING > 60 FEET
AutoCAD SHX Text
----
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
1705.2.2
AutoCAD SHX Text
AWS D1.3
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
1705.2.2
AutoCAD SHX Text
APPLICABLE ASTM
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
STANDARDS
AutoCAD SHX Text
----
AutoCAD SHX Text
1705.2.2
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
1705.2.2
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
1705.2.2
AutoCAD SHX Text
AWS D1.3
AutoCAD SHX Text
ACI 318:
AutoCAD SHX Text
SECTION 3.5.2
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
1705.2.2
AutoCAD SHX Text
1705.2.2
AutoCAD SHX Text
1705.2.2.2
AutoCAD SHX Text
----
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
DURING TASK
AutoCAD SHX Text
LISTED
AutoCAD SHX Text
PERIODICALLY
AutoCAD SHX Text
DURING TASK
AutoCAD SHX Text
LISTED
AutoCAD SHX Text
IBC
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
REFERENCED
AutoCAD SHX Text
STANDARD
AutoCAD SHX Text
FREQUENCY OF INSPECTION
AutoCAD SHX Text
REFERENCE FOR CRITERIA
AutoCAD SHX Text
1. STRUCTURAL STEEL DETAILS
AutoCAD SHX Text
2. ANCHOR RODS AND OTHER EMBEDMENTS
AutoCAD SHX Text
SUPPORTING STRUCTURAL STEEL
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
N5.7, AISC 360-10
AutoCAD SHX Text
N5.7, AISC 360-10
AutoCAD SHX Text
----
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
N5.6-3, AISC 360-10
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
1705.6
AutoCAD SHX Text
1705.6
AutoCAD SHX Text
1705.6
AutoCAD SHX Text
1705.6
AutoCAD SHX Text
1705.6
AutoCAD SHX Text
SPECIAL
AutoCAD SHX Text
INSPECTION
AutoCAD SHX Text
REQUIRED
AutoCAD SHX Text
Y/N
AutoCAD SHX Text
VERIFICATION AND INSPECTION
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
DURING TASK
AutoCAD SHX Text
LISTED
AutoCAD SHX Text
PRIOR TO WELDING
AutoCAD SHX Text
REFERENCE FOR CRITERIA
AutoCAD SHX Text
Y
AutoCAD SHX Text
1. VERIFY WELDING PROCEDURES (WPS) AND
AutoCAD SHX Text
CONSUMABLE CERTIFICATES
AutoCAD SHX Text
2. MATERIAL IDENTIFICATION
AutoCAD SHX Text
3. WELDER IDENTIFICATION
AutoCAD SHX Text
4. FIT-UP GROOVE WELDS
AutoCAD SHX Text
5. ACCESS HOLES
AutoCAD SHX Text
X
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
N5.4-1, AISC 360-10
AutoCAD SHX Text
N5.4-1, AISC 360-10
AutoCAD SHX Text
N5.4-1, AISC 360-10
AutoCAD SHX Text
N5.4-1, AISC 360-10
AutoCAD SHX Text
N5.4-1, AISC 360-10
AutoCAD SHX Text
N5.4-1, AISC 360-10
AutoCAD SHX Text
4. PROPER BOLTING PROCEDURE
AutoCAD SHX Text
5. CONNECTING ELEMENTS
AutoCAD SHX Text
6. PRE-INSTALLED VERIFICATION TESTING
AutoCAD SHX Text
7. PROPER STORAGE
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
Y
AutoCAD SHX Text
N
AutoCAD SHX Text
1. FASTENER ASSEMBLIES
AutoCAD SHX Text
2. SNUG TIGHT PRIOR TO PRE-TENSIONING
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
N5.6-2, AISC 360-10
AutoCAD SHX Text
N5.6-2, AISC 360-10
AutoCAD SHX Text
N5.6-2, AISC 360-10
AutoCAD SHX Text
N5.6-2, AISC 360-10
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
PERIODICALLY
AutoCAD SHX Text
DURING TASK
AutoCAD SHX Text
LISTED
AutoCAD SHX Text
IBC
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
REFERENCED
AutoCAD SHX Text
STANDARD
AutoCAD SHX Text
N
AutoCAD SHX Text
4. COLD-FORMED STEEL SCREW ATTACHMENT, BOLTING,
AutoCAD SHX Text
ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN
AutoCAD SHX Text
THE MAINFORCE-RESISTING SYSTEM, INCLUDING SHEAR WALLS,
AutoCAD SHX Text
DIAPHRAGMS, COLLECTORS (DRAG STRUTS), AND HOLD-DOWNS
AutoCAD SHX Text
WHERE NON-GYPSUM BOARD/FIBERBOARD SHEATHING FASTENER
AutoCAD SHX Text
SPACING IS 4" ON-CENTER OR LESS.
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
5. ROOF CLADDING
AutoCAD SHX Text
6. WALL CLADDING
AutoCAD SHX Text
E. STEEL CONSTRUCTION (STRUCTURAL STEEL) - SECTION 1705.2.1
AutoCAD SHX Text
FREQUENCY OF INSPECTION
AutoCAD SHX Text
REFERENCE FOR CRITERIA
AutoCAD SHX Text
1. CERTIFICATIONS OF FASTENERS
AutoCAD SHX Text
2. FASTENERS MARKED
AutoCAD SHX Text
3. PROPER FASTENERS FOR JOINT
AutoCAD SHX Text
X
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
N5.6-1, AISC 360-10
AutoCAD SHX Text
N5.6-1, AISC 360-10
AutoCAD SHX Text
N5.6-1, AISC 360-10
AutoCAD SHX Text
N5.6-1, AISC 360-10
AutoCAD SHX Text
N5.6-1, AISC 360-10
AutoCAD SHX Text
N5.6-1, AISC 360-10
AutoCAD SHX Text
N5.6-1, AISC 360-10
AutoCAD SHX Text
N
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
1705.10.2
AutoCAD SHX Text
-----
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
1705.10.3
AutoCAD SHX Text
1705.10.3
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
2. CJP WELDS (RISK CAT. III OR IV)
AutoCAD SHX Text
3. ACCESS HOLES (FLANGE > 2")
AutoCAD SHX Text
4. WELDED JOINTS SUBJECT TO FATIGUE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
N5.5, AISC 360-10
AutoCAD SHX Text
N5.5, AISC 360-10
AutoCAD SHX Text
N5.5, AISC 360-10
AutoCAD SHX Text
1. CJP WELDS (RISK CAT. III)
AutoCAD SHX Text
N
AutoCAD SHX Text
D.
AutoCAD SHX Text
WIND RESISTANCE - SECTION 1705.10
AutoCAD SHX Text
Y
AutoCAD SHX Text
SPECIAL
AutoCAD SHX Text
INSPECTION
AutoCAD SHX Text
REQUIRED Y/N
AutoCAD SHX Text
N
AutoCAD SHX Text
VERIFICATION AND INSPECTION TASK
AutoCAD SHX Text
1. NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO
AutoCAD SHX Text
OTHER COMPONENTS OF THE MAINFORCE-RESISTING SYSTEM,
AutoCAD SHX Text
INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG
AutoCAD SHX Text
STRUTS, BRACES AND HOLD-DOWNS WHERE FASTENER SPACING
AutoCAD SHX Text
FOR SHEATHING IS 4" ON-CENTER OR LESS.
AutoCAD SHX Text
2. FIELD GLUING OPERATIONS OF ELEMENTS OF THE MAIN
AutoCAD SHX Text
WINDFORCE-RESISTING SYSTEM
AutoCAD SHX Text
3. COLD-FORMED STEEL WELDING OPERATIONS OF ELEMENTS
AutoCAD SHX Text
OF THE MAIN WINDFORCE-RESISTING SYSTEM
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
DURING TASK
AutoCAD SHX Text
LISTED
AutoCAD SHX Text
-----
AutoCAD SHX Text
PERIODICALLY
AutoCAD SHX Text
DURING TASK
AutoCAD SHX Text
LISTED
AutoCAD SHX Text
X
AutoCAD SHX Text
IBC
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
Y
AutoCAD SHX Text
1705.10.1
AutoCAD SHX Text
Y
AutoCAD SHX Text
X
AutoCAD SHX Text
-----
AutoCAD SHX Text
-----
AutoCAD SHX Text
X
AutoCAD SHX Text
1705.10.1
AutoCAD SHX Text
1705.10.2
AutoCAD SHX Text
Y
AutoCAD SHX Text
7. REPAIR ACTIVITIES
AutoCAD SHX Text
8. DOCUMENT ACCEPTANCE OR REJECTION OF
AutoCAD SHX Text
WELDED JOINT/NUMBER
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
----
AutoCAD SHX Text
X
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
N5.5, AISC 360-10
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
6. BACKING AND WELD TABS REMOVED
AutoCAD SHX Text
X
AutoCAD SHX Text
----
AutoCAD SHX Text
Y
AutoCAD SHX Text
5. K-AREA
AutoCAD SHX Text
X
AutoCAD SHX Text
----
AutoCAD SHX Text
4. ARC STRIKES
AutoCAD SHX Text
X
AutoCAD SHX Text
----
AutoCAD SHX Text
C. WOOD CONSTRUCTION - SECTION 1705.5
AutoCAD SHX Text
SPECIAL
AutoCAD SHX Text
INSPECTION
AutoCAD SHX Text
REQUIRED Y/N
AutoCAD SHX Text
N
AutoCAD SHX Text
N
AutoCAD SHX Text
VERIFICATION AND INSPECTION TASK
AutoCAD SHX Text
1. HIGH-LOAD DIAPHRAGMS
AutoCAD SHX Text
2. METAL-PLATE CONNECTED WOOD TRUSSES SPANNING > 60 FEET
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
DURING TASK
AutoCAD SHX Text
LISTED
AutoCAD SHX Text
-----
AutoCAD SHX Text
-----
AutoCAD SHX Text
PERIODICALLY
AutoCAD SHX Text
DURING TASK
AutoCAD SHX Text
LISTED
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
IBC
AutoCAD SHX Text
REFERENCE
AutoCAD SHX Text
1705.5.1
AutoCAD SHX Text
1705.5.2
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
2. SIZE, LENGTH AND LOCATION OF WELDS
AutoCAD SHX Text
3. WELDS MEET VISUAL ACCEPTANCE
AutoCAD SHX Text
CRITERIA
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
----
AutoCAD SHX Text
----
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
Y
AutoCAD SHX Text
1. WELD IS CLEANED
AutoCAD SHX Text
----
AutoCAD SHX Text
X
AutoCAD SHX Text
1705.2.1
AutoCAD SHX Text
N5.4-3, AISC 360-10
AutoCAD SHX Text
N5.4-3, AISC 360-10
AutoCAD SHX Text
N5.4-3, AISC 360-10
AutoCAD SHX Text
N5.4-3, AISC 360-10
AutoCAD SHX Text
N5.4-3, AISC 360-10
AutoCAD SHX Text
N5.4-3, AISC 360-10
AutoCAD SHX Text
N5.4-3, AISC 360-10
AutoCAD SHX Text
N5.4-3, AISC 360-10
AutoCAD SHX Text
E. STEEL CONSTRUCTION (STRUCTURAL STEEL) - SECTION 1705.2.1 (CONTINUED)
AutoCAD SHX Text
MEMBER DEPTH: (EXAMPLE: 6" = 600 x 1/1000 INCHES) ALL MEMBER DEPTHS ARE TAKEN AS 1/1000 INCHES.
AutoCAD SHX Text
STYLE: (EXAMPLE: STUD OR JOIST SECTION = S) S = STUD OR JOIST SECTIONS T = TRACK SECTIONS U = CHANNEL SECTIONS F = FURRING CHANNEL SECTIONS
AutoCAD SHX Text
FLANGE WIDTH: (EXAMPLE: 1 5/8" = 1.62 X 1/1000 INCHES) ALL FLANGE WIDTHS ARE TAKEN AS 1/1000 INCHES.
AutoCAD SHX Text
MATERIAL THICKNESS: (EXAMPLE 0.054" = 54 MILS & 1 MIL = 1/1000 INCHES) 43 = 18 GAGE 54 = 16 GAGE 68 = 14 GAGE 97 = 12 GAGE 118 = 10 GAGE
AutoCAD SHX Text
1. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 1705 OF THE 2018 INTERNATIONAL BUILDING SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 1705 OF THE 2018 INTERNATIONAL BUILDING CODE, NEW JERSEY EDITION. 2. THE OWNER WILL EMPLOY THE SERVICES OF ONE OR MORE SPECIAL INSPECTORS TO PROVIDE SPECIAL INSPECTIONS DURING THE OWNER WILL EMPLOY THE SERVICES OF ONE OR MORE SPECIAL INSPECTORS TO PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION FOR THE REQUIRED SPECIAL INSPECTION ITEMS. 3. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 4. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE INSPECTOR MAY NOT ALTER, MODIFY, ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF THE DOCUMENTS. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE PROFESSIONAL-OF-RECORD, AND THE CONTRACTOR. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, SUBMIT A COMPLETE LIST OF ALL OUTSTANDING DISCREPANCIES ON A WEEKLY BASIS TO THE OWNER, THE BUILDING OFFICIAL, AND THE PROFESSIONAL-OF-RECORD, UNTIL ALL CORRECTIONS HAVE BEEN COMPLETED. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE BUILDING CODE. 5. STRUCTURAL OBSERVATION (AS DEFINED IN CHAPTER 17 OF THE BUILDING CODE) IS NOT REQUIRED, UNLESS SPECIFICALLY STRUCTURAL OBSERVATION (AS DEFINED IN CHAPTER 17 OF THE BUILDING CODE) IS NOT REQUIRED, UNLESS SPECIFICALLY REQUIRED BY THE BUILDING OFFICIAL. 6. THE FOLLOWING AREAS OF WORK REQUIRE SPECIAL INSPECTIONS IN ACCORDANCE WITH THE LISTED SECTIONS/LOCATIONS:THE FOLLOWING AREAS OF WORK REQUIRE SPECIAL INSPECTIONS IN ACCORDANCE WITH THE LISTED SECTIONS/LOCATIONS:
AutoCAD SHX Text
ACI 318: 26.9.2.1 ACI 318: 26.9.2.3
AutoCAD SHX Text
ACI 318: CH. 19, 26.4.3, 26.4.4
AutoCAD SHX Text
a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS
AutoCAD SHX Text
b. MANUFACTURER'S CERTIFIED TEST REPORTS
AutoCAD SHX Text
1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706
AutoCAD SHX Text
2) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT
AutoCAD SHX Text
GENERAL STRUCTURAL NOTES: A. PROJECT REFERENCES: PROJECT REFERENCES: 1. CODE: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CODE: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING CODE INDICATED BELOW. ALL CONSTRUCTION WORK SHALL COMPLY WITH THE CODE REFERENCES NOTED ABOVE AND THE RULES AND REGULATIONS OF ALL AGENCIES HAVING JURISDICTION OVER ANY PORTION OR SPECIFIC PHASE OF WORK. 2. SEE PROJECT SPECIFICATIONS: NOTES AND SPECIFICATIONS GIVEN ON SEE PROJECT SPECIFICATIONS: NOTES AND SPECIFICATIONS GIVEN ON THE STRUCTURAL DRAWINGS ARE EXCERPTS FROM THE RELATING PROJECT SPECIFICATIONS. THEY ARE NEITHER COMPLETE NOR DO THEY REPLACE THE CONTRACT SPECIFICATIONS. 3. MATERIAL STANDARDS: REFERENCED STANDARDS OR PUBLICATIONS MATERIAL STANDARDS: REFERENCED STANDARDS OR PUBLICATIONS SHALL PERTAIN TO MOST CURRENT DATA, STANDARD OR PUBLICATION. B. SAFETY: SAFETY: 1. RESPONSIBILITY: ALL CONTRACTORS SHALL CONFORM TO SAFETY RESPONSIBILITY: ALL CONTRACTORS SHALL CONFORM TO SAFETY REQUIREMENTS OF THE OWNER, AIA DOCUMENT A201, OSHA SAFETY AND HEALTH STANDARDS, AND OTHER LOCAL LABOR LAWS AND OTHER LOCAL AUTHORITIES IN CONNECTION WITH THE PERFORMANCE OF ANY PORTION/PHASE OF WORK. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2. CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONDITIONS OF PUBLIC AND WORKER SAFETY DURING THE EXECUTION OF THE WORK. 3. DOCUMENTATION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTATION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING AND FILING A SITE SAFETY PLAN AND/OR PROVIDING OTHER WRITTEN ASSURANCES OF SAFE OPERATIONS AS MAY BE REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. AND THE CONTRACTOR SHALL PROVIDE REGULAR PERIODIC INSPECTION OF CONSTRUCTION OPERATIONS REQUIRED TO ENSURE ONGOING MAINTENANCE OF ALL SAFETY OPERATIONS AND EQUIPMENT. 4. LOADING: DO NOT PLACE MATERIAL OR EQUIPMENT ON FLOORS IN LOADING: DO NOT PLACE MATERIAL OR EQUIPMENT ON FLOORS IN EXCESS OF THE INDICATED DESIGN LIVE LOADS, AVOID IMPACT LOADS. C. TEMPORARY BRACING, SHORING AND INTEGRITY: TEMPORARY BRACING, SHORING AND INTEGRITY: 1. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, AND OTHER METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 2. STABILITY: THE CONTRACTOR SHALL INSURE THE STABILITY OF ALL STABILITY: THE CONTRACTOR SHALL INSURE THE STABILITY OF ALL ELEMENTS INCLUDING, BUT NOT LIMITED TO EXCAVATION, FLOORS, ROOFS, WALLS, FOUNDATIONS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE STRUCTURE DURING THE ENTIRE CONSTRUCTION PERIOD. BRACE BASEMENT/PIT WALLS UNTIL SUPPORTING FLOORS ARE PLACED AND WALL/FLOOR HAS REACHED DESIGN STRENGTH. BACKFILL BOTH SIDES OF WALLS SIMULTANEOUSLY. 3. LOAD CONFIGURATION: THE BUILDING IS DESIGNED ONLY FOR LOAD CONFIGURATION: THE BUILDING IS DESIGNED ONLY FOR PERMANENT LOADS APPLIED TO THE STRUCTURE IN ITS FINAL CONFIGURATION. 4. SURCHARGE: IN NO CASE SHALL HEAVY EQUIPMENT BE PERMITTED SURCHARGE: IN NO CASE SHALL HEAVY EQUIPMENT BE PERMITTED CLOSER THAN 8'-0" FROM ANY FOUNDATION/BASEMENT WALL. IF THE CONTRACTOR DEEMS IT NECESSARY TO OPERATE SUCH EQUIPMENT CLOSER THAN 8'-0", THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE AND, AT HIS OWN EXPENSE, PROVIDE ADEQUATE SUPPORTS OR WALL BRACES TO WITHSTAND THE ADDITIONAL LOADS SUPERIMPOSED FROM SUCH EQUIPMENT. D. FIELD CONDITIONS: FIELD CONDITIONS: 1. ALL CONSTRUCTION TRADES SHALL VERIFY EXISTING CONDITIONS IN ALL CONSTRUCTION TRADES SHALL VERIFY EXISTING CONDITIONS IN FIELD. INCLUDING LOCATING UTILITY LINES, PRIOR TO BEGINNING CONSTRUCTION. ALL DIMENSIONS AND ACCESSIBILITY FOR CONSTRUCTION SHALL BE VERIFIED IN FIELD PRIOR TO SHOP DRAWING PREPARATIONS AND START OF WORK. CONTRACTOR SHALL COORDINATE WITH OWNER FOR GAINING ACCESS TO SITE. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES, AND UTILITY LINES FROM ALL DAMAGE. 2. IF THE EXISTING FIELD CONDITIONS DO NOT PERMIT THE INSTALLATION IF THE EXISTING FIELD CONDITIONS DO NOT PERMIT THE INSTALLATION OF THE WORK IN ACCORDANCE WITH THE DETAILS SHOWN, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY. THE CONTRACTOR MUST PROVIDE A SKETCH OF THE CONDITION WITH HIS PROPOSED MODIFICATION OF THE DETAILS GIVEN ON THE CONTRACT DOCUMENTS. THIS SKETCH MUST BE SUBMITTED TO AND APPROVAL MUST BE GRANTED BY THE ENGINEER PRIOR TO PERFORMING THE WORK. E. CONTRACTOR'S REVIEW OF CONSTRUCTION DOCUMENTS CONTRACTOR'S REVIEW OF CONSTRUCTION DOCUMENTS 1. THESE DRAWINGS ARE NOT TO BE CONSIDERED THE BASIS FOR A BID THESE DRAWINGS ARE NOT TO BE CONSIDERED THE BASIS FOR A BID UNLESS THEY ARE PART OF THE FULL SET OF DOCUMENTS LABELED "ISSUED FOR BID". ALL ESTIMATES BASED ON OTHERWISE ISSUED DRAWINGS ARE AT THE ESTIMATOR'S SOLE RISK. 2. DO NOT SCALE DRAWINGS FOR DETERMINATION OF QUANTITIES, DO NOT SCALE DRAWINGS FOR DETERMINATION OF QUANTITIES, LENGTHS, FIT OF MATERIALS, ETC. 3. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS, ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS, WITH THE EXCEPTION OF STRUCTURAL MEMBER SIZES, ARE GENERATED DISCIPLINES. ANY DIMENSIONS OR ELEVATIONS OMITTED OR NOT SHOWN ON THE STRUCTURAL DRAWINGS SHOULD BE OBTAINED FROM THE DRAWINGS OF THE OTHER DISCIPLINES OR SHALL BE FIELD VERIFIED. 4. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND SHOULD BE USED IN CONJUNCTION AND COORDINATED WITH THE SPECIFICATIONS, ARCHITECTURAL DRAWINGS, ALL OTHER DISCIPLINE DRAWINGS, AND/OR EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE ENGINEER AND ARCHITECT IF THERE IS A DISCREPANCY BETWEEN DRAWINGS FOR RESOLUTION PRIOR TO PERFORMING THE WORK. IN ALL CASES OF DISCREPANCIES, ARCHITECTURAL DRAWINGS SUPERSEDE STRUCTURAL DRAWINGS. 6. IF DIFFERENCES OCCUR WITHIN OR BETWEEN DRAWINGS AND IF DIFFERENCES OCCUR WITHIN OR BETWEEN DRAWINGS AND SPECIFICATIONS REGARDING MATERIALS, STRENGTHS OR QUANTITIES, THE BETTER, HIGHER STRENGTH, AND GREATER QUANTITY INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED. 7. IF THE EXISTING FIELD CONDITIONS DO NOT PERMIT THE INSTALLATION IF THE EXISTING FIELD CONDITIONS DO NOT PERMIT THE INSTALLATION OF THE WORK IN ACCORDANCE WITH THE DETAILS SHOWN, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY. THE CONTRACTOR MUST PROVIDE A SKETCH OF THE CONDITION WITH HIS PROPOSED MODIFICATION OF THE DETAILS GIVEN ON THE CONTRACT DOCUMENTS. THIS SKETCH MUST BE SUBMITTED TO AND APPROVAL MUST BE GRANTED BY THE ENGINEER PRIOR TO PERFORMING THE WORK. 8. THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE CONTRACT THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE CONTRACT DOCUMENTS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 9. ANY APPROVED CONTRACTOR REQUESTED CHANGES TO THESE ANY APPROVED CONTRACTOR REQUESTED CHANGES TO THESE DRAWINGS WILL BE DONE AT NO COST TO THE OWNER. APPROVAL OF CONTRACTOR REQUESTED CHANGES IN NO WAY STATES OR IMPLIES APPROVAL OF A CHANGE IN SCOPE OR CHANGE IN CONTRACT COST. 10. COSTS OF INVESTIGATION AND/OR REDESIGN DUE TO CONTRACTOR COSTS OF INVESTIGATION AND/OR REDESIGN DUE TO CONTRACTOR ERRORS WILL BE AT THE CONTRACTOR'S EXPENSE. 11. DETAILS, SECTIONS, AND NOTES DESIGNATED OR INFERRED AS 'TYPICAL' DETAILS, SECTIONS, AND NOTES DESIGNATED OR INFERRED AS 'TYPICAL' ARE INTENDED TO SHOW INTENT. THEY SHALL ALSO APPLY TO SIMILAR SITUATION, UNLESS NOTED OTHERWISE. F. SPECIAL INSPECTIONS SPECIAL INSPECTIONS 1. SPECIAL INSPECTIONS AS REQUIRED BY IBC 2018 NJ EDITION SECTION SPECIAL INSPECTIONS AS REQUIRED BY IBC 2018 NJ EDITION SECTION 1704 SHALL BE PERFORMED BY AN INSPECTION AGENCY CONTRACTED BY THE OWNER. G. SUBMITTALS: SUBMITTALS: 1. REVIEW SCHEDULE: CONTRACTOR SHALL SCHEDULE SHOP DRAWING REVIEW SCHEDULE: CONTRACTOR SHALL SCHEDULE SHOP DRAWING SUBMITTALS SUFFICIENTLY IN ADVANCE OF THE DATE REQUIRED TO ALLOW REASONABLE TIME FOR DELIVERY, PROCESSING AND REVIEW BY THE ENGINEER. THIS SHALL INCLUDE A MINIMUM OF FOURTEEN DAYS (TEN WORKING DAYS), EXCLUDING DELIVERY TIME, FOR THE ENGINEER'S PROCESSING AND REVIEW OF SHOP DRAWINGS. INCLUDE TIME FOR CONTRACTOR'S RESUBMISSION AND SUBSEQUENT REVIEW IF NECESSARY. ANY REVIEW THAT IS REQUIRED MORE QUICKLY WILL BE AT THE CONTRACTORS EXPENSE. 2. ONLY SHOP DRAWINGS WITH ALL INFORMATION VERIFIED COMPLETE, ONLY SHOP DRAWINGS WITH ALL INFORMATION VERIFIED COMPLETE, ACCURATE, IN COMPLIANCE WITH THE CONTRACT DOCUMENTS, AND STAMPED BY THE CONTRACTOR WILL BE REVIEWED. A CONTRACTOR'S STAMP CERTIFYING THAT THEY HAVE VERIFIED ALL FIELD MEASUREMENTS, CONSTRUCTION CRITERIA, MATERIALS AND SIMILAR DATA AND HAVE CHECKED EACH DRAWING FOR COMPLETENESS, COORDINATION AND COMPLIANCE WITH THE CONTRACT DOCUMENTS MUST BE PRESENT ON ALL SUBMITTALS FOR REVIEW BY THE ENGINEER OF RECORD. IF REVIEWS OF INCOMPLETE SHOP DRAWINGS/ SUBMITTALS ARE REQUIRED, THOSE SUBMITTALS SHALL BE MARKED AS INCOMPLETE. THE AREA THAT NEEDS TO BE REVIEWED SHALL BE CLEARLY NOTED WITH AN EXPLANATION FOR THE REASON FOR PARTIAL APPROVAL. 3. ORIGINAL DOCUMENTS: IN NO CASE SHALL THE CONTRACT DOCUMENTS ORIGINAL DOCUMENTS: IN NO CASE SHALL THE CONTRACT DOCUMENTS BE USED/REPRODUCED AS A BASIS FOR SHOP DRAWINGS. SHOP DRAWINGS SHALL BE ORIGINAL DRAWINGS NOT COPIES OF THE CONTRACT DOCUMENTS. 4. DELEGATED DESIGN: THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS DELEGATED DESIGN: THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CONSTRUCTION PER THE FOLLOWING: A. DELEGATED DESIGNS SHALL CLEARLY INDICATE THE APPLICABLE CODES, DELEGATED DESIGNS SHALL CLEARLY INDICATE THE APPLICABLE CODES, DESIGN CRITERIA, CONNECTION DETAILS, AND LOAD CAPACITY OF COMPONENTS/SYSTEMS BEING PROVIDED. B. DELEGATED DESIGNS FOR THE COMPONENTS LISTED HERE AND THEIR DELEGATED DESIGNS FOR THE COMPONENTS LISTED HERE AND THEIR CONNECTIONS SHALL BE ARRANGED SUCH THAT REACTIONS INTO THE PRIMARY BUILDING STRUCTURE CREATE NO ECCENTRICITIES OR TORSION IN SUPPORTING ELEMENTS. ADDITIONAL BRACING TO RESOLVE SUCH FORCE SHALL BE DETAILED BY THE DELEGATED DESIGNER AND FURNISHED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING EMBED ITEMS AND HARDWARE AS REQUIRED. C. LIST OF EXPECTED SUBMITTALS REQUIRED FOR THIS PROJECT INCLUDE: LIST OF EXPECTED SUBMITTALS REQUIRED FOR THIS PROJECT INCLUDE: 1. CONCRETE MIX DESIGNS (CALCS) CONCRETE MIX DESIGNS (CALCS) 2. CONCRETE REINFORCEMENT (DRAWINGS) CONCRETE REINFORCEMENT (DRAWINGS) 3. STEEL FRAMING (DRAWINGS) STEEL FRAMING (DRAWINGS) 4. STEEL CONNECTIONS (DRAWINGS) STEEL CONNECTIONS (DRAWINGS) A. MOMENT CONNECTIONS (DRAWINGS & CALCS) MOMENT CONNECTIONS (DRAWINGS & CALCS) B. FRAMING TO SUPPORT PRECAST/ARCH. CLADDING (DRAWINGS & CALCS) FRAMING TO SUPPORT PRECAST/ARCH. CLADDING (DRAWINGS & CALCS) 5. STEEL JOIST / JOIST GIRDERS (DRAWINGS & CALCS) STEEL JOIST / JOIST GIRDERS (DRAWINGS & CALCS) 6. STEEL DECK & ATTACHMENT ALTERNATES (DRAWINGS & CALCS) STEEL DECK & ATTACHMENT ALTERNATES (DRAWINGS & CALCS) 7. MISC. STEEL - STAIRS / HANDRAILS / ETC. (DRAWINGS & CALCS) MISC. STEEL - STAIRS / HANDRAILS / ETC. (DRAWINGS & CALCS) 8. COLD FORM METAL FRAMING (DRAWINGS & CALCS) COLD FORM METAL FRAMING (DRAWINGS & CALCS) 9. STOREFRONT/CURTAIN WALL ASSEMBLIES (DRAWINGS & CALCS) STOREFRONT/CURTAIN WALL ASSEMBLIES (DRAWINGS & CALCS) 10. CLADDING/SCREENING ELEMENTS (DRAWINGS & CALCS) CLADDING/SCREENING ELEMENTS (DRAWINGS & CALCS) 5. BOOK SPECIFICATION: PLEASE REVIEW THE MATERIAL (BOOK) BOOK SPECIFICATION: PLEASE REVIEW THE MATERIAL (BOOK) SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING SPECIFIC REQUIREMENTS FOR EACH DESIGN ELEMENT. 6. DETAILER SHALL SUBMIT AN INDEX TO THE DETAIL DRAWINGS WITH DETAILER SHALL SUBMIT AN INDEX TO THE DETAIL DRAWINGS WITH EACH SHOP SUBMITTAL. 7. SHOP DRAWINGS NOT COMPLYING WITH ALL THE ABOVE ITEMS SHALL SHOP DRAWINGS NOT COMPLYING WITH ALL THE ABOVE ITEMS SHALL BE RETURNED FOR CORRECTION WITHOUT PROCESSING. 8. RESUBMITTED SHOP DRAWINGS SHALL HAVE THE FOLLOWING CHANGES RESUBMITTED SHOP DRAWINGS SHALL HAVE THE FOLLOWING CHANGES INCORPORATED: 7.1. FIRST RESUBMISSION TO HAVE ANY CHANGES ON THE DRAWING FIRST RESUBMISSION TO HAVE ANY CHANGES ON THE DRAWING MARKED #1 AND CLOUDED AT EACH ITEM CHANGE. ALL ITEMS TO BE NOTED IN REVISION BOX. 7.2. SUBSEQUENT RESUBMISSIONS SHALL BEAR CHANGES TO THE SUBSEQUENT RESUBMISSIONS SHALL BEAR CHANGES TO THE CONSTRUCTION DOCUMENTS. 7.3. ALL THE ENGINEERS MARKINGS SHALL BE REMOVED. ALL THE ENGINEERS MARKINGS SHALL BE REMOVED. 8. CONTRACTOR SHALL HAVE SHOP DRAWINGS WHICH HAVE BEEN CONTRACTOR SHALL HAVE SHOP DRAWINGS WHICH HAVE BEEN SATISFACTORILY REVIEWED BY THE ENGINEER AND CONFIRMED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. 9. DETAILER SHALL USE THE SAME COLUMN NUMBERS IN HIS DETAILS AS DETAILER SHALL USE THE SAME COLUMN NUMBERS IN HIS DETAILS AS THOSE SHOWN ON THE CONTRACT DRAWINGS. 10. APPROVED DRAWINGS TO BE SUBMITTED TO CODE OFFICIAL AS THEY APPROVED DRAWINGS TO BE SUBMITTED TO CODE OFFICIAL AS THEY BECOME AVAILABLE.
AutoCAD SHX Text
CODES AND STANDARDS BUILDING CODE IBC2018/ASCE 7-16 IBC2018/ASCE 7-16 FM APPROVED PARAMETERS NO NO OCCUPANCY/RISK CAT. IVIV
AutoCAD SHX Text
-
AutoCAD SHX Text
8
AutoCAD SHX Text
59.3
AutoCAD SHX Text
-
AutoCAD SHX Text
8
AutoCAD SHX Text
1.8
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
.5
AutoCAD SHX Text
85
AutoCAD SHX Text
15
AutoCAD SHX Text
100
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
190
AutoCAD SHX Text
-
AutoCAD SHX Text
10
AutoCAD SHX Text
100
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
110
AutoCAD SHX Text
15
AutoCAD SHX Text
100
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
225
AutoCAD SHX Text
DRIFT LOAD
AutoCAD SHX Text
Pd
AutoCAD SHX Text
61.2 PSF (MINIMUM)
AutoCAD SHX Text
UNBALANCED SNOW
AutoCAD SHX Text
Pd
AutoCAD SHX Text
35.3 PSF (MINIMUM)
AutoCAD SHX Text
DRIFT WIDTH
AutoCAD SHX Text
Pd
AutoCAD SHX Text
10'
AutoCAD SHX Text
UTIMATE WIND SPEED
AutoCAD SHX Text
Iw
AutoCAD SHX Text
141 MPH
AutoCAD SHX Text
LIGHT GAGE METAL FRAMING PRODUCT IDENTIFICATION ACCORDING TO STEEL STUD MANUFACTURERS ASSOCIATION FOUR PART IDENTIFICATION CODE SYSTEM
AutoCAD SHX Text
SPECIAL INSPECTION REQUIRED Y/N
AutoCAD SHX Text
1. VERIFY MATERIALS BELOW SHALLOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.
AutoCAD SHX Text
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.
AutoCAD SHX Text
3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.
AutoCAD SHX Text
4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL.
AutoCAD SHX Text
5. PRIOR TO PLACEMENT OF CONTROLLED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.
AutoCAD SHX Text
CONTINUOUS DURING TASK LISTED
AutoCAD SHX Text
PERIODICALLY DURING TASK LISTED
AutoCAD SHX Text
IBC REFERENCE
AutoCAD SHX Text
SPECIAL INSPECTION REQUIRED Y/N
AutoCAD SHX Text
CONTINUOUS DURING TASK LISTED
AutoCAD SHX Text
PERIODICALLY DURING TASK LISTED
AutoCAD SHX Text
IBC SECTION
AutoCAD SHX Text
REFERENCED STANDARD
AutoCAD SHX Text
1. INSPECTION OF REINFORCING STEEL, INCLUDING PRE-STRESSING TENDONS AND VERIFY PLACEMENT.
AutoCAD SHX Text
a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706;
AutoCAD SHX Text
b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16
AutoCAD SHX Text
3. INSPECTION OF ANCHORS CAST IN CONCRETE
AutoCAD SHX Text
4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS
AutoCAD SHX Text
a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.
AutoCAD SHX Text
b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4a.
AutoCAD SHX Text
5. VERIFYING USE OF REQUIRED DESIGN MIX.
AutoCAD SHX Text
6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE.
AutoCAD SHX Text
7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.
AutoCAD SHX Text
8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.
AutoCAD SHX Text
9. INSPECTION OF PRESTRESSED CONCRETE:
AutoCAD SHX Text
a. APPLICATION OF PRESTRESSING FORCES.
AutoCAD SHX Text
b. GROUTING OF BONDED PRESTRESSING TENDONS
AutoCAD SHX Text
10. ERECTION OF PRECAST (TILT UP PANELS) CONCRETE MEMBERS.
AutoCAD SHX Text
11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORING AND FORMS FROM BEAMS AND STRUCTURAL SLABS.
AutoCAD SHX Text
12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.
AutoCAD SHX Text
ACI 318: CH. 20, 25.2, 25.3, 26.5.1-26.5.3
AutoCAD SHX Text
AWS D1.4 ACI 318: 26.5.4
AutoCAD SHX Text
ACI318: 17.8.2
AutoCAD SHX Text
ASTM C 172 ASTM C 31 ACI 318: 26.4.5, 26.12
AutoCAD SHX Text
1904.1, 1904.2, 1908.2, 1408.3
AutoCAD SHX Text
1908.6, 1908.7, 1908.8
AutoCAD SHX Text
ARCHITECTURAL SHEAR
AutoCAD SHX Text
.265 Wp
AutoCAD SHX Text
NOTE THAT " a " INDICATES THE FLAT-ROOF SNOW LOAD HAS BEEN a " INDICATES THE FLAT-ROOF SNOW LOAD HAS BEEN " INDICATES THE FLAT-ROOF SNOW LOAD HAS BEEN USED IN THE CALCULATION OF SNOW DRIFT VALUES IN ACCORDANCE WITH ASCE 7-16 *SEE LOCAL BUILDING CODE FOR SUPERCEDING DESIGN REQUIREMENTS
AutoCAD SHX Text
CODES AND STANDARDS BUILDING CODE IBC2018/ASCE 7-16 IBC2018/ASCE 7-16 FM APPROVED PARAMETERS NO NO OCCUPANCY/RISK CAT. IVIV
AutoCAD SHX Text
POSITIVE ZONE 4 & 5
AutoCAD SHX Text
-35.4
AutoCAD SHX Text
29.0
AutoCAD SHX Text
-30.3
AutoCAD SHX Text
-32.4
AutoCAD SHX Text
27.4
AutoCAD SHX Text
-28.3
AutoCAD SHX Text
-28.3
AutoCAD SHX Text
25.4
AutoCAD SHX Text
50 FT 2
AutoCAD SHX Text
-33.4
AutoCAD SHX Text
-38.5
AutoCAD SHX Text
30.5
AutoCAD SHX Text
20 FT 2
AutoCAD SHX Text
-35.4
AutoCAD SHX Text
-42.6
AutoCAD SHX Text
32.5
AutoCAD SHX Text
D
AutoCAD SHX Text
STEEL ORDINARY FRAMES
AutoCAD SHX Text
EQUIVALENT LATERAL FORCE PROCEDURE
AutoCAD SHX Text
MECH. ROOF
AutoCAD SHX Text
SLOPED ROOF
AutoCAD SHX Text
FLOOR 2
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
LOADING COMPONENTS
AutoCAD SHX Text
29.7
AutoCAD SHX Text
THE GOLDSTEIN PARTNERSHIP ARCHITECTS 515 VALLEY STREET, SUITE 110, MAPLEWOOD, NJ 07040 OFC: 973-761-4550
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
THIS DRAWING IS
AutoCAD SHX Text
INCOMPLETE UNLESS
AutoCAD SHX Text
CONTRACT DOCUMENTS.
AutoCAD SHX Text
USED WITH ALL OTHER
AutoCAD SHX Text
COPYRIGHT © 2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.
AutoCAD SHX Text
DWN: WM
AutoCAD SHX Text
CKD: AK
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
WWW.GOLDSTEIN-ARCHITECTS.COM
AutoCAD SHX Text
NEW MUNICIPAL BUILDING BOROUGH OF SHIP BOTTOM SHIP BOTTOM, NJ 08008
AutoCAD SHX Text
FRANK H. LEHR ASSOCIATES, SITE & CIVIL ENGINEERS SITE & CIVIL ENGINEERS 101 SOUTH HARRISON ST. EAST ORANGE, NJ 07018 T: (973) 673-2520 F: (973) 673-6623
AutoCAD SHX Text
OMDEX, INC., MECHANICAL & ELECTRICAL ENGINEERS MECHANICAL & ELECTRICAL ENGINEERS 21 CROSS AVE. MIDLAND PARK, NJ 07432 T: (201) 444-0753 F: (201) 444-0839
AutoCAD SHX Text
ALLAN KLEIN, PE., STRUCTURAL ENGINEERS , STRUCTURAL ENGINEERS 1044 ROUTE 22 WEST, MOUNTAINSIDE, NJ 07092 OFC: 908-232-8500
AutoCAD SHX Text
ALLAN KLEIN, PE
AutoCAD SHX Text
NJ LICENSE 24 GE02767300
AutoCAD SHX Text
STRUCTURAL NOTES 1
AutoCAD SHX Text
S-1
AutoCAD SHX Text
DATE: 05/01/20
AutoCAD SHX Text
SHEET 14 OF 74
CONCRETE NOTES
FORMWORK NOTES
FOUNDATION NOTES
©
AutoCAD SHX Text
STRUCTURAL STEEL NOTES A. CODES / STANDARDS CODES / STANDARDS 1. DESIGN, FABRICATION, AND ERECTION SHALL OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH "THE STEEL CONSTRUCTION MANUAL", 14TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. B. SHOP DRAWINGS / SUBMITTALS 1. SUBMIT SHOP DRAWINGS SHOWING COMPLETE DETAILS FOR FABRICATION, ASSEMBLY AND ERECTION. BEAMS AND TRUSSES WITHOUT SPECIFIED CAMBER SHALL BE FABRICATED SO THAT AFTER ERECTION ANY CAMBER DUE TO ROLLING OR SHOP ASSEMBLY SHALL BE UPWARD. A FIELD SURVEY OF THE ANCHOR BOLT PLACEMENT SHALL BE PERFORMED PRIOR TO COLUMN/ BASE PLATE SHOP DRAWING PREPARATION/ SUBMITTAL. SHOP DRAWINGS SHALL REFLECT ALL EXISTING ANCHOR BOLT CONDITIONS. SHOP DRAWINGS ARE TO BE ORIGINAL DRAWINGS NOT REPRODUCTIONS OF CONTRACT DOCUMENTS. 1. SUBMIT ALL GRADE CERTIFICATIONS FOR RECORD. SUBMIT ALL GRADE CERTIFICATIONS FOR RECORD. 2. NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 3. THE STRUCTURAL STEEL CONTRACTOR SHALL VERIFY AND COORDINATE THE THE STRUCTURAL STEEL CONTRACTOR SHALL VERIFY AND COORDINATE THE LOCATIONS OF BEAMS AND GIRDERS AROUND ARCHITECTURAL AND MECHANICAL EQUIPMENT AND/OR TRANSPORTATION SYSTEMS WITH ALL OTHER TRADE DRAWINGS. 5. THE CONTRACTOR SHALL SUBMIT A STEEL ERECTION PROCEDURE, PREPARED UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CONSTRUCTION FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. THIS PROCEDURE MUST INCLUDE THE PROPOSED SURVEY REQUIRED BY THE STEEL SPECIFICATIONS. 6. THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED CALCULATIONS BY A THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED CALCULATIONS BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED SHOWING DESIGNS OF METAL STAIRS, METAL RAILINGS AND CONNECTIONS TO STRUCTURE TAKING INTO ACCOUNT THE VERTICAL AND LATERAL LOADS STATED IN THE GOVERNING CODES. WHERE HEADERS OR OTHER TYPES OF STRUCTURAL MEMBERS HAVE BEEN DESIGNATED ON THE STRUCTURAL CONTRACT DOCUMENTS TO SUPPORT THE STAIRS, THE CONNECTIONS FROM THE STAIRS SHALL BE DESIGNED SO THAT NO ECCENTRIC OR TORSIONAL FORCES ARE IMPOSED ON THESE STRUCTURAL MEMBERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL EMBEDDED ITEMS AND HARDWARE AS REQUIRED PER THE STAIR DESIGN. C. MATERIAL INFORMATION 1. ALL WIDE FLANGE STRUCTURAL SHAPES SHALL BE ASTM A992. FY=50 KSI 2. ALL CHANNELS, ANGLES, PLATES, BARS, AND RODS SHALL BE ASTM A36 UNLESS OTHERWISE NOTED. FY=36 KSI. 3. ALL STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B OR ASTM A501. FY=35 KSI. 4. ALL RECTANGULAR HOLLOW STRUCTURAL STEEL (TUBING) SHALL CONFORM ALL RECTANGULAR HOLLOW STRUCTURAL STEEL (TUBING) SHALL CONFORM TO ASTM A500, GRADE B. FY=46 KSI. 5. ALL ROUND HOLLOW STRUCTURAL STEEL (TUBING) SHALL CONFORM TO ASTM A500, GRADE B. FY=42 KSI. 6. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554. GRADES AS NOTED. 7. BOLTS FOR CONNECTIONS OF BEAMS, GIRDERS, AND/OR COLUMNS SHALL BOLTS FOR CONNECTIONS OF BEAMS, GIRDERS, AND/OR COLUMNS SHALL CONFORM TO ASTM A325. 8. WASHERS SHALL CONFORM TO ASTM F436. WASHERS SHALL CONFORM TO ASTM F436. 9. NUTS SHALL CONFORM TO ASTM A563. NUTS SHALL CONFORM TO ASTM A563. 10. SHEAR STUD CONNECTORS SHALL CONFORM TO THE REQUIREMENTS OF SHEAR STUD CONNECTORS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A108 (FU=65KSI) AS WELL AS ARTICLES 429 AND 430 IN THE LATEST EDITION OF THE CODE FOR WELDING IN BUILDING CONSTRUCTION AWS D.1-1 OF THE AMERICAN WELDING SOCIETY. SEE METAL DECK NOTES FOR ADDITIONAL STEEL STUD INFORMATION. 11. ALL STEEL TO RECEIVE ONE COAT OF APPROVED PRIMER. ABRASIONS AND ALL STEEL TO RECEIVE ONE COAT OF APPROVED PRIMER. ABRASIONS AND WELDS TO BE TOUCHED UP WITH APPROVED PRIMER. SHOP PAINT SHALL CONFORM TO SSPC-PS 1.10, PAINT 25, RED IRON OXIDE; SURFACE PREPARATIONS SHALL CONFORM TO SSPC-SP-3. SURFACES TO RECEIVE SPRAY ON FIRE PROOFING, SURFACES TO BE ENCASED IN CONCRETE AND SURFACES OF CONNECTING ELEMENTS IN SLIP-CRITICAL CONNECTIONS SHALL NOT BE PAINTED. PAINT SHOULD BE MODIFIED AS REQUIRED WITH NO ADDITIONAL COST TO THE OWNER. FIELD PAINT PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. 12. SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS THAT ARE SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS THAT ARE CERTIFIED (AWS "STANDARD QUALIFICATION PROCEDURE") TO PERFORM THE TYPE OF WORK REQUIRED. WELDS SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.1 "STRUCTURAL WELDING CODE- STEEL". ALL WELDED CONNECTIONS SHALL BE E70XX ELECTRODES. UNLESS NOTED OTHERWISE NO WELD TO BE LESS THAN 1/4". 13. GALVANIZED STEEL AND ITS CONNECTORS SHALL CONFORM TO ASTM A123, GALVANIZED STEEL AND ITS CONNECTORS SHALL CONFORM TO ASTM A123, ASTM A153, ASTM A384 AND THE RECOMMENDATIONS OF THE "AMERICAN HOT DIP GALVANIZERS ASSOCIATION STANDARD SPECIFICATIONS". FINISH PIECES SHALL CONFORM TO AISC "MANUAL OF STEEL CONSTRUCTION". ABRADED, SCRAPED AND FIELD WELDED AREAS SHALL BE TOUCHED UP WITH A SUITABLE ZINC-RICH PAINT. D. ERECTION ERECTION 1. ALL STEEL CANTILEVER BEAMS MUST BE PLUMB PRIOR TO COMPLETING ALL STEEL CANTILEVER BEAMS MUST BE PLUMB PRIOR TO COMPLETING MOMENT CONNECTIONS. 2. ALL BEAMS SHALL BE FABRICATED/INSTALLED WITH THE NATURAL CAMBER ALL BEAMS SHALL BE FABRICATED/INSTALLED WITH THE NATURAL CAMBER UP. PROVIDED ADDITIONAL CAMBERS AS INDICATED PER PLANS. 3. STEEL SUPPLIER SHALL SUPPLY RIGID STEEL TEMPLATES FOR ANCHOR ROD STEEL SUPPLIER SHALL SUPPLY RIGID STEEL TEMPLATES FOR ANCHOR ROD INSTALLATION. 4. STEEL SURFACES THAT ARE EXPECTED TO CONTACT ALUMINUM SHALL BE STEEL SURFACES THAT ARE EXPECTED TO CONTACT ALUMINUM SHALL BE PROPERLY SEPARATED OR TREATED. 5. STEEL LINTELS AND SHELF ANGLES SHALL BE GALVANIZED IN ACCORDANCE STEEL LINTELS AND SHELF ANGLES SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A384. 6. STEEL LINTELS AND SHELF ANGLES WITH EXTERIOR WALLS AND SECTIONS STEEL LINTELS AND SHELF ANGLES WITH EXTERIOR WALLS AND SECTIONS PERMANENTLY EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED G-90. BOLTS, NUTS, AND WASHERS FOR STEEL PERMANENTLY EXPOSED TO WEATHER SHALL BE GALVANIZED. 7. ALL BUTT AND FULL PENETRATION WELDS SHALL BE MADE USING RUN OFF ALL BUTT AND FULL PENETRATION WELDS SHALL BE MADE USING RUN OFF TABS WHICH SHALL BE REMOVED AND GROUND SMOOTH AFTER WELD IS COMPLETE. 8. ALL WELD BACK-UP BARS SHALL BE REMOVED AND GROUND SMOOTH ALL WELD BACK-UP BARS SHALL BE REMOVED AND GROUND SMOOTH AFTER WELD IS COMPLETED. 9. PROVIDE HOLES IN ALL STEEL AS REQUIRED TO PREVENT ANY PROVIDE HOLES IN ALL STEEL AS REQUIRED TO PREVENT ANY ACCUMULATION OF WATER DURING ERECTION. ALL PENETRATIONS THROUGH MAIN MEMBERS SHALL NOT EXCEED 1" DIAMETER AND SHALL BE GROUND SMOOTH. THESE DRAWINGS MUST BE KEPT CLEAN AND OPEN. 10. ALL COLUMNS SHALL BE MILLED TO BEAR AT BASEPLATE & CAP PLATES. ALL COLUMNS SHALL BE MILLED TO BEAR AT BASEPLATE & CAP PLATES. 11. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS SHOWN ON THE STRUCTURAL, ARCHITECTURAL AND/ OR MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. ANY STEEL WHICH IS NOT SHOWN ON THE CONTRACT DRAWINGS AS FURNISHED BY THE STRUCTURAL STEEL CONTRACTOR AND WHICH IS REQUIRED BY THE MECHANICAL, PLUMBING AND ELECTRICAL TRADES FOR OPENINGS AND/OR TO SUPPORT THEIR WORK SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR REQUIRING SUCH STEEL, UNLESS OTHERWISE NOTED. 12. CUTS, HOLES, COPING, ETC. REQUIRED IN STRUCTURAL STEEL MEMBERS CUTS, HOLES, COPING, ETC. REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON THE STRUCTURAL STEEL SHOP DRAWINGS AND BE MADE IN THE SHOP. HOLES SHALL BE REINFORCED AND APPROVED BY THE STRUCTURAL ENGINEER. 13. AT COLUMNS, IF EDGES OF STEEL DECK WOULD NOT OTHERWISE BE AT COLUMNS, IF EDGES OF STEEL DECK WOULD NOT OTHERWISE BE SUPPORTED, PROVIDE 1/4" MINIMUM PLATE OR ANGLE FOR DECK SUPPORT. (MAY BE FIELD WELDED). 14. BURNING OF HOLES, CUTS, ETC. IN STRUCTURAL STEEL FOR OTHER TRADES BURNING OF HOLES, CUTS, ETC. IN STRUCTURAL STEEL FOR OTHER TRADES IN THE FIELD WILL NOT BE PERMITTED WITHOUT APPROVAL OF ENGINEER. ALL HOLES AND CUTS SHALL BE SHOWN IN THE SHOP DRAWINGS AND MADE IN THE SHOP. 15. SPANDREL ANGLE AT PERIMETER EDGE OF FLOOR SLAB/ROOF SHALL BE SPANDREL ANGLE AT PERIMETER EDGE OF FLOOR SLAB/ROOF SHALL BE ADJUSTABLE. SHIP ANGLE LOOSE AND SET WITH STRING LINE IN FIELD FOR VERTICAL AND HORIZONTAL ALIGNMENT AFTER STEEL IS FULLY ERECTED TO A MAXIMUM TOLERANCE OF 1/4" HORIZONTAL PER PAY/PER FLOOR AND MUST BE SET PLUMB BY STEEL ERECTOR PRIOR TO STUD ERECTION. ANGLE MUST BE INSTALLED IN ONE LENGTH PER BAY. SEE TYPICAL SPANDREL ANGLE DETAIL. 16. MEMBERS MAY BE SPLICED ONLY WHERE SPECIFICALLY DETAILED ON MEMBERS MAY BE SPLICED ONLY WHERE SPECIFICALLY DETAILED ON APPROVED SHOP DRAWINGS, SUBMIT PROFESSIONAL ENGINEER'S SIGNED AND SEALED CALCULATIONS WITH THE SPLICE DETAILS. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED, THE SPLICE SHALL DEVELOP THE FULL STRENGTH OF THE SECTION. SUCH SPLICES SHOULD NOT INTERFERE WITH ANY ARCHITECTURAL OR MECHANICAL DESIGN OR CLEARANCES. 17. THE STRUCTURAL STEEL CONTRACTOR SHALL PROVIDE DECK SUPPORT THE STRUCTURAL STEEL CONTRACTOR SHALL PROVIDE DECK SUPPORT ANGLES AS REQUIRED. 18. PROVIDE WEB STIFFENER PLATES ON BOTH SIDES OF THE WEB FOR BEAMS PROVIDE WEB STIFFENER PLATES ON BOTH SIDES OF THE WEB FOR BEAMS AT POINTS OF CONCENTRATED LOADS INCLUDING BEAMS SUPPORTING COLUMNS OR RUNNING OVER THE TOPS OF COLUMNS, OR OTHER BEAMS. MINIMUM STIFFENER PLATE THICKNESS SHALL BE 3/8 INCH OR FLANGE THICKNESS OF COLUMN ABOVE OR BELOW OR BEAM WEB THICKNESS ABOVE OR BELOW, WHICHEVER IS GREATER. 19. THE CONTRACTOR SHALL PROVIDE, AT NO ADDITIONAL COST, ALL ADDITIONAL THE CONTRACTOR SHALL PROVIDE, AT NO ADDITIONAL COST, ALL ADDITIONAL STEEL, GUYING, CONNECTIONS, BRACING, ETC. REQUIRED FOR ERECTION. 20. FILLER BEAMS SHALL BE SPACED EQUALLY BETWEEN SUPPORTS UNLESS FILLER BEAMS SHALL BE SPACED EQUALLY BETWEEN SUPPORTS UNLESS OTHERWISE NOTED ON DRAWINGS. 21. STEEL MEMBERS IN ON THE DRAWINGS TO BE ENCASED IN CONCRETE STEEL MEMBERS IN ON THE DRAWINGS TO BE ENCASED IN CONCRETE SHALL BE UNPAINTED ON THE CONTACT SURFACES AND SHALL BE WRAPPED WITH A MINIMUM WWF 6X6-W2.9XW2.9 REINFORCING U.O.N. E. FIELD TESTING: FIELD TESTING: 1. BOLTED CONNECTIONS: 100% OF COMPONENTS AND FASTENERS IN SLIP BOLTED CONNECTIONS: 100% OF COMPONENTS AND FASTENERS IN SLIP CRITICAL CONNECTIONS, AS IDENTIFIED IN THE PROJECT CONTRACT DOCUMENTS SHALL BE VISUALLY INSPECTED AND TESTED FOR TIGHTNESS IN ACCORDANCE WITH AISC SPECIFICATIONS FOR STRUCTURAL JOINTS, PARTS 8 AND 9. 2. CHECK BY CALIBRATED TORQUE WRENCH 25% OF BOLTS IN EACH NON-SC CHECK BY CALIBRATED TORQUE WRENCH 25% OF BOLTS IN EACH NON-SC SHEAR CONNECTION BUT NOT LESS THAN (2) PER CONNECTION. 3. FIELD WELDED CONNECTIONS: PERFORM TESTING IN ACCORDANCE WITH ANSI FIELD WELDED CONNECTIONS: PERFORM TESTING IN ACCORDANCE WITH ANSI / AWS D1.1, CHAPTER 6. 4. CONDUCT TESTING OF 10% OF WELDS ON STRUCTURAL STEEL BY DYE CONDUCT TESTING OF 10% OF WELDS ON STRUCTURAL STEEL BY DYE PENETRANT OR MAGNETIC PARTICLE TESTING. 5. CONDUCT TESTING OF 100% OF GROOVE, PLUG, OR SLOT WELDS IN CONDUCT TESTING OF 100% OF GROOVE, PLUG, OR SLOT WELDS IN STRUCTURAL STEEL BY ULTRASONIC TESTING OR OTHER NON-DESTRUCTIVE TESTING APPROVED BY PROJECT ARCHITECT/ ENGINEER. 6. RADIOGRAPHICALLY TEST 5% OF ALL FULL PENETRATION WELDS. RADIOGRAPHICALLY TEST 5% OF ALL FULL PENETRATION WELDS. 7. WELDED SHEAR STUDS: 10% OF STUDS SHALL BE TESTED BY BENDING OR WELDED SHEAR STUDS: 10% OF STUDS SHALL BE TESTED BY BENDING OR TORQUING IN ACCORDANCE WITH ANSI / AWS D1.1 SECTION 7.8. 8. THE STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL THE STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE INSPECTION AND TESTING REQUIREMENTS TO BE COMPLETED. F. STEEL CONNECTIONS STEEL CONNECTIONS 1. DETAILS ARE CONCEPTUAL ONLY AND DO NOT INDICATE THE REQUIRED DETAILS ARE CONCEPTUAL ONLY AND DO NOT INDICATE THE REQUIRED NUMBER OF BOLTS OR WELD SIZES, UNLESS SPECIFICALLY NOTED. 2. ALL SLIP CRITICAL (S.C.) BOLTED CONNECTIONS SHALL BE CHECKED AND ALL SLIP CRITICAL (S.C.) BOLTED CONNECTIONS SHALL BE CHECKED AND INSPECTED USING ONE OF THE FOLLOWING: 2.1. TURN OF THE NUT TURN OF THE NUT 2.2. CALIBRATED WRENCH CALIBRATED WRENCH 2.3. ALTERNATE DESIGN FASTENER ALTERNATE DESIGN FASTENER 2.4. DIRECT TENSION INDICATOR DIRECT TENSION INDICATOR 2.5. ALL OTHER BOLTED CONNECTIONS SHALL BE TIGHTENED TO ALL OTHER BOLTED CONNECTIONS SHALL BE TIGHTENED TO "SNUG TIGHT" CONDITION UNLESS NOTED OTHERWISE. 3. UNLESS NOTED OTHERWISE, CONNECTIONS SHALL BE WELDED OR BOLTED UNLESS NOTED OTHERWISE, CONNECTIONS SHALL BE WELDED OR BOLTED WITH 3/4"Ø BOLTS (BEARING TYPE, DESIGNATION N, THREADS IN SHEAR PLANE) BEAM TO COLUMN CONNECTIONS SHALL BE FULL DEPTH (BOLT SPACING 3" ON CENTERS). 4. PIPE AND TUBE COLUMN CONNECTIONS SHALL EMPLOY A MINIMUM 3/8" PIPE AND TUBE COLUMN CONNECTIONS SHALL EMPLOY A MINIMUM 3/8" THICK, FULL DEPTH, THROUGH PLATE. 5. OVERSIZED OR SLOTTED HOLES SHALL NOT BE USED FOR ANY OVERSIZED OR SLOTTED HOLES SHALL NOT BE USED FOR ANY CONNECTIONS UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS OR APPROVED IN WRITING BY THE ENGINEER OF RECORD. 6. FOR ALL TRUSS DETAILS USE A MINIMUM BOLT SPACING OF 3 TIMES THE FOR ALL TRUSS DETAILS USE A MINIMUM BOLT SPACING OF 3 TIMES THE BOLT DIAMETER FOR ALL BOLTS AND MINIMUM EDGE DISTANCE OF 2" FOR ALL BOLTS, REFER TO TYPICAL DETAILS. 7. THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE 2. THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE 2. OVERSIZED OR SLOTTED HOLES SHALL NOT BE USED UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS OR APPROVED IN WRITING BY THE ENGINEER PRIOR TO SHOP DRAWING SUBMITTALS. 8. ALTERNATE CONNECTIONS WILL BE ACCEPTED ONLY WITH THE WRITTEN ALTERNATE CONNECTIONS WILL BE ACCEPTED ONLY WITH THE WRITTEN APPROVAL OF THE ENGINEER. HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY AND THE CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THOSE SPECIFIC DETAILS SHOWN ON THE DRAWINGS. IN ANY EVENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATE DETAILS THEY PROPOSE. 9. ALL WELDS INDICATED SHALL MEET THE MINIMUM WELD SIZE SPECIFIED BY ALL WELDS INDICATED SHALL MEET THE MINIMUM WELD SIZE SPECIFIED BY THE AISC MANUAL OF STEEL DESIGN. (SINGLE PASS AS REQUIRED). ALL BUTT AND FULL PENETRATION WELDS SHALL BE MADE USING RUN OFF TABS THAT SHALL BE REMOVED AND GROUND SMOOTH AFTER WELD IS COMPLETED. ALL WELD BACK UP BARS SHALL BE REMOVED AND GROUND SMOOTH AFTER WELD IS COMPLETED. 10. SHOP CONNECTIONS, UNLESS NOTED OTHERWISE, SHALL BE WELDED. SHOP CONNECTIONS, UNLESS NOTED OTHERWISE, SHALL BE WELDED. UNLESS OTHERWISE NOTED, BEAM CONNECTION CAPACITIES SHALL BE CALCULATED IN ACCORDANCE WITH THE AISC'S "THE STEEL CONSTRUCTION MANUAL," 14TH EDITION. FOR EACH SHEAR CONNECTION PROVIDE THE GREATER OF THE FOLLOWING SHEAR CAPACITIES: 10.1 BEAMS: SUPPORT A REACTION (R) EQUAL TO HALF TOTAL LOAD BEAMS: SUPPORT A REACTION (R) EQUAL TO HALF TOTAL LOAD CAPACITY OF BEAM FOR GIVEN SHAPE, SPAN AND UNIFORM STEEL SPECIFICATION (AISC) WITH EFFECT OF CONCENTRATED LOADS ACCOUNTED FOR OR THE (UNFACTORED) REACTIONS SHOWN ON PLAN, WHICHEVER IS GREATER. 10.2 COMPOSITE BEAMS: NOTED [#] - STEEL SECTION DEPTH = COMPOSITE BEAMS: NOTED [#] - STEEL SECTION DEPTH = D(INCHES); (RC) = REQUIRED REACTION CAPACITY FOR COMPOSITE BEAMS WITH EFFECT OF CONCENTRATED LOADS ACCOUNTED FOR OR THE (UNFACTORED) REACTIONS SHOWN ON PLAN, WHICHEVER IS GREATER. 10.2.1-FOR D GREATER THAN OR EQUAL TO 24"; (RC) = 1.5X(R) 10.2.2-FOR D GREATER THAN OR EQUAL TO 21" BUT LESS THAN 24"; (RC) = 1.75X(R) 10.2.3-FOR D GREATER THAN OR EQUAL TO 14" BUT LESS THAN 21"; (RC) = 2.0X(R) 10.2.4-FOR D LESS THAN 14"; (RC) = 2.25X(R) STEEL DECK NOTES A. CODES / STANDARDS 1. THE DESIGN, FABRICATION, AND ERECTION OF STEEL DECK SHALL COMPLY THE DESIGN, FABRICATION, AND ERECTION OF STEEL DECK SHALL COMPLY WITH THE FOLLOWING CODES AND STANDARDS: AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS". AMERICAN WELDING SOCIETY (AWS), D1.3 "STRUCTURAL WELDING CODE - SHEET STEEL".STEEL DECK INSTITUTE (SDI), "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF DECKS. B. SHOP DRAWINGS / SUBMITTALS 1. SUBMIT PRODUCT DATA WITH SHOP DRAWINGS, SHOP DRAWINGS SHALL SHOW LAYOUT, TYPE OF DECK, ANCHORAGE DETAILS, SUPPLEMENTAL FRAMING, CUT OPENINGS AND ACCESSORIES. 2. DRAWINGS SHALL SHOW LOCATIONS AND MAGNITUDES OF ALL DRAWINGS SHALL SHOW LOCATIONS AND MAGNITUDES OF ALL CONCENTRATED LOADS ON THE METAL DECK. DECKING CONTRACTOR SHALL SHOW AND PROVIDE HEADER MEMBERS OR REINFORCEMENT AS REQUIRED BY TYPICAL DETAILS, EVEN IF NOT SHOWN ON PLANS. 3. SHOP DRAWINGS SHALL SHOW EXACT STUD NUMBER, LAYOUT, AND SHOP DRAWINGS SHALL SHOW EXACT STUD NUMBER, LAYOUT, AND LOCATIONS FOR EACH BEAM. 4. DECKING CONTRACTOR SHALL COORDINATE ARCHITECTURAL AND MECHANICAL DECKING CONTRACTOR SHALL COORDINATE ARCHITECTURAL AND MECHANICAL DRAWINGS PRIOR TO PRODUCING SHOP DRAWINGS. C. MATERIAL INFORMATION MATERIAL INFORMATION 1. STEEL DECK UNITS AND ACCESSORIES SHALL BE FABRICATED FROM STEEL STEEL DECK UNITS AND ACCESSORIES SHALL BE FABRICATED FROM STEEL SHEET WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI, CONFORMING TO ASTM A611 (GRADE C, D OR E) FOR PAINTED DECK OR CONFORMING TO ASTM A446 (GRADE A, B, C, D, E, OR F) FOR GALVANIZED DECK. ALL METAL DECKS THAT DO NOT RECEIVE FIREPROOFING SHALL BE GALVANIZED. 2. ALL STEEL FLOOR DECK SHALL BE G60 GALVANIZED IN ACCORDANCE WITH ALL STEEL FLOOR DECK SHALL BE G60 GALVANIZED IN ACCORDANCE WITH ASTM A653. 3. ALL STEEL ROOF DECK SHALL BE G90 GALVANIZED IN ACCORDANCE WITH ALL STEEL ROOF DECK SHALL BE G90 GALVANIZED IN ACCORDANCE WITH ASTM A653. 4. METAL DECK TO BE MANUFACTURED BY 'VULCRAFT' STEEL DECK OR METAL DECK TO BE MANUFACTURED BY 'VULCRAFT' STEEL DECK OR ENGINEER-APPROVED EQUAL (SHALL BE A MEMBER OF SDI). 5. SEE ARCHITECTURAL DRAWINGS FOR FIRE-RATING REQUIREMENTS. SEE ARCHITECTURAL DRAWINGS FOR FIRE-RATING REQUIREMENTS. D. PLACEMENT PLACEMENT 1. SEE INDIVIDUAL STRUCTURAL PLANS FOR DEPTH, TYPE, AND GAUGE OF SEE INDIVIDUAL STRUCTURAL PLANS FOR DEPTH, TYPE, AND GAUGE OF DECK FOR EACH SPECIFIC AREA. PROVIDE A HEAVIER GAGE AS REQUIRED FOR CONSTRUCTION LOADING. 2. STEEL DECK GAUGE SELECTIONS AS NOTED ARE BASED ON A 3-SPAN STEEL DECK GAUGE SELECTIONS AS NOTED ARE BASED ON A 3-SPAN CONDITION. PROVIDE HEAVIER GAUGE AT DOUBLE SPAN LOCATIONS. INSTALLATION SHALL CONFORM TO SDI AND MANUFACTURER'S REQUIREMENTS. ONE SPAN CONDITIONS ARE NOT PERMITTED WITHOUT THE EXPRESS WRITTEN APPROVAL OF ENGINEER PRIOR TO SHOP DRAWING SUBMITTAL. 3. DECK SPANS ARE DESIGNED TO MINIMIZE SHORING REQUIREMENTS. THE DECK SPANS ARE DESIGNED TO MINIMIZE SHORING REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ACCOMPLISHING ANY SHORING REQUIRED TO RESIST CONSTRUCTION LOADS ON THE STEEL DECK. 4. USE QUALIFIED WELDING PROCESSES AND OPERATORS IN ACCORDANCE WITH USE QUALIFIED WELDING PROCESSES AND OPERATORS IN ACCORDANCE WITH "WELDER QUALIFICATION" PROCEDURES OF ANS. 5. USE WELDING WASHERS ON ALL CONNECTIONS OF STEEL DECK WITH METAL USE WELDING WASHERS ON ALL CONNECTIONS OF STEEL DECK WITH METAL THICKNESS LESS THAN 22 GAUGE TO STRUCTURAL STEEL SUPPORTS. 6. PROVIDE CONTINUOUS CLOSURES AT ALL SLAB EDGES AND CONTINUOUS PROVIDE CONTINUOUS CLOSURES AT ALL SLAB EDGES AND CONTINUOUS DECK CLOSURE AT ALL DECK ENDS. MINIMUM CLOSURE THICKNESS TO BE 12 GAUGE. 7. PROVIDE COLUMN CLOSURES, AND ALL SUPPLEMENTAL FRAMING AT PROVIDE COLUMN CLOSURES, AND ALL SUPPLEMENTAL FRAMING AT OPENING, ETC. COORDINATE OPENINGS WITH ALL TRADES. 8. NO LOADS EXCEEDING 50 POUNDS SHALL BE HUNG FROM ANY METAL NO LOADS EXCEEDING 50 POUNDS SHALL BE HUNG FROM ANY METAL DECKING. HANGERS FOR MECHANICAL EQUIPMENT, DUCTWORK, PIPING, ETC SHALL BE HUNG DIRECTLY FROM STRUCTURAL STEEL OR SUPPLEMENTARY MEMBERS, OR FROM ANCHORS EMBEDDED IN THE CONCRETE. TOTAL LOAD HUNG FROM STRUCTURAL STEEL AND SLAB SHALL NOT EXCEED 5 PSF. THE HANGING OF ANY LOADS FROM A ROOF DECK IS STRICTLY PROHIBITED. 9. OPENINGS IN DECK UP TO 12"x12" SHALL BE REINFORCED WITH 24"x24" OPENINGS IN DECK UP TO 12"x12" SHALL BE REINFORCED WITH 24"x24" 10 GA. PLATE WELDED TO DECK. OPENINGS GREATER THAN 12" ARE TO BE FRAMED AS PER DETAILS. E. ROOF DECK ROOF DECK 1. METAL ROOF DECK TO BE 1 1/2" 20 GAUGE, TYPE B, STEEL DECK, BY METAL ROOF DECK TO BE 1 1/2" 20 GAUGE, TYPE B, STEEL DECK, BY 'VULCRAFT' STEEL DECK OR ENGINEER APPROVED EQUAL. 2. ROOF DECK SHALL BE ATTACHED TO STRUCTURAL STEEL MEMBERS WITH ROOF DECK SHALL BE ATTACHED TO STRUCTURAL STEEL MEMBERS WITH 5/8" DIA. ARC PUDDLE WELDS A MINIMUM OF FOUR (4) WELDS PER SHEET WIDTH (36/4 PATTERN) FOR EACH STRUCTURAL MEMBER IS REQUIRED. SIDE LAPS SHALL BE FASTENED TOGETHER WITH #10 MINIMUM SELF-TAPPING CADMIUM PLATED OR GALVANIZED STEEL SCREWS. SIDE LAP CONNECTIONS SPACING SHALL BE AT MID-SPAN, NOT EXCEEDING 36" ON CENTER. WELDED OR BUTTON PUNCHED SIDE LAPS ARE NOT PERMISSIBLE. AT CORNERS UP TO 34'-0" FROM PERIMETER, WELDED CONNECTIONS SHOULD BE INCREASED TO (7) WELDS PER SHEET WIDTH (36/7 PATTERN). REFER TO ROOF UPLIFT DIAGRAM FOR ADDITIONAL INFORMATION. 2. AT WARPED AREAS OF ROOF DECK SELF-TAPPING SCREWS SHALL BE USED AT WARPED AREAS OF ROOF DECK SELF-TAPPING SCREWS SHALL BE USED IN LIEU OF PUDDLE WELDS (AT SAME SPACING). SCREW SIZE SHALL CONFORM TO SDI, FACTORY MANUAL, AND MANUFACTURER'S REQUIREMENTS. 4. PROVIDE 24" SQUARE 12 GAUGE REINFORCING PLATES AT ALL ROOF PROVIDE 24" SQUARE 12 GAUGE REINFORCING PLATES AT ALL ROOF DRAINS. F. COMPOSITE FLOOR DECK COMPOSITE FLOOR DECK 1. STEEL FLOOR DECK SHALL BE 1 1/2" 20 GAUGE COMPOSITE METAL DECK STEEL FLOOR DECK SHALL BE 1 1/2" 20 GAUGE COMPOSITE METAL DECK AS MANUFACTURED BY 'VULCRAFT STEEL DECK, OR APPROVED EQUAL (SHALL BE A MEMBER OF SDI). FLOOR DECK GAUGE SELECTION WAS BASED ON THREE SPAN CONDITION. PROVIDE HEAVIER GAUGE AT SINGLE OR DOUBLE SPAN LOCATIONS. INSTALLATION SHALL CONFORM TO SDI AND MANUFACTURER'S REQUIREMENTS. 2. METAL COMPOSITE FLOOR DECKS SHALL BE FASTENED TO THE STEEL METAL COMPOSITE FLOOR DECKS SHALL BE FASTENED TO THE STEEL FRAMEWORK AT ENDS OF UNITS AND AT ALL INTERMEDIATE SUPPORTS BY WELDS NOT LESS THAN 3/4" DIAMETER SPACED AT 12" ON CENTER MAX. SIDE LAPS OF ADJACENT UNITS MAY BE FASTENED BETWEEN SUPPORTS BY SIDE BEAM WELDING (MINIMUM 1-1/2" BY 1/2") OR BUTTON PUNCHING AT INTERVALS NOT EXCEEDING 24" ON CENTER. 2. COMPOSITE SHEAR STUDS SHALL BE WELDED THROUGH STEEL DECK. COMPOSITE SHEAR STUDS SHALL BE WELDED THROUGH STEEL DECK. SHEAR STUDS SHALL BE HEADED STUDS MADE FROM LOW CARBON STEEL, Fu=65 KSI, CONFORMING TO ASTM A108 AND SHALL BE INSTALLED IN ACCORDANCE WITH AWS D1.1. 3. ALL STUDS SHALL BE 3/4" DIAMETER BY LENGTH NOTED ON PLAN, ALL STUDS SHALL BE 3/4" DIAMETER BY LENGTH NOTED ON PLAN, INSTALLED IN THE FIELD. 5. THE NUMBER OF SHEAR CONNECTORS REQUIRED PER BEAM IS INDICATED THE NUMBER OF SHEAR CONNECTORS REQUIRED PER BEAM IS INDICATED ON THE DRAWINGS. WHERE NO SHEAR CONNECTORS ARE INDICATED FOR A BEAM WHICH SUPPORTS A CONCRETE SLAB, PROVIDE SHEAR CONNECTORS AT 18" OC. 6. SHEAR CONNECTORS SHALL BE EVENLY SPACED OVER THE LENGTH OF THE SHEAR CONNECTORS SHALL BE EVENLY SPACED OVER THE LENGTH OF THE BEAM. WHERE THE NUMBER OF STEEL DECK CORRUGATIONS AVAILABLE IS LESS THAN THE NUMBER OF SHEAR CONNECTORS, USE PAIRS OF SHEAR CONNECTORS STARTING FROM EACH END OF BEAM AND CONTINUING TOWARD THE CENTER UNTIL IT IS POSSIBLE TO RETURN TO A SINGLE SHEAR CONNECTOR IN EACH CORRUGATION. (AT CANTILEVERED SLAB LOCATION WORK FROM SUPPORTED END) SHEAR CONNECTORS SHALL BE SPACED NOT CLOSER THAN 3" TRANSVERSELY AND 4 1/2" LONGITUDINALLY 7. HORIZONTAL CLEARANCE SHALL BE A MINIMUM OF 1" FROM THE EDGE OF HORIZONTAL CLEARANCE SHALL BE A MINIMUM OF 1" FROM THE EDGE OF ANY SHEAR CONNECTOR TO THE FACE OF CONCRETE, STEEL DECK RIB, OR SIMILAR ADJACENCY. 8. EDGE DISTANCE FROM THE CENTER OF A SHEAR CONNECTOR TO THE EDGE EDGE DISTANCE FROM THE CENTER OF A SHEAR CONNECTOR TO THE EDGE OF A STRUCTURAL STEEL BEAM SHALL PREFERABLY BE 2" BUT IN NO CASE LESS THAN 1/2". 9. MAXIMUM SPACING OF COMPOSITE SHEAR STUDS SHALL NOT EXCEED 24 MAXIMUM SPACING OF COMPOSITE SHEAR STUDS SHALL NOT EXCEED 24 INCHES ON CENTER FOR ALL BEAMS WHICH SUPPORT CONCRETE SLAB OR SLAB ON METAL DECK. STUDS SHALL BE UNIFORMLY DISTRIBUTED OVER BEAM'S SPAN U.O.N. (WHEN CONCENTRATED LOADS OCCUR). 10. CONCRETE SHALL ATTAIN ITS 28-DAY STRENGTH BEFORE POURING ANY CONCRETE SHALL ATTAIN ITS 28-DAY STRENGTH BEFORE POURING ANY TOPPING SLAB, OR BEFORE ERECTING ANY MASONRY OR CONCRETE WALL ON IT. 11. COMPOSITE SHEAR STUDS SHALL BE PLACED AT BEAM CENTERLINE, UNLESS COMPOSITE SHEAR STUDS SHALL BE PLACED AT BEAM CENTERLINE, UNLESS NOTED OTHERWISE. 12. CONDUIT SHALL NOT BE PLACED IN COMPOSITE DECK SLABS, UNLESS CONDUIT SHALL NOT BE PLACED IN COMPOSITE DECK SLABS, UNLESS NOTED OTHERWISE. COLD FORMED STEEL NOTES A. CODES / STANDARDS CODES / STANDARDS 1. DESIGN, DETAIL, FABRICATION, AND ERECTION OF COLD-FORMED STEEL DESIGN, DETAIL, FABRICATION, AND ERECTION OF COLD-FORMED STEEL STRUCTURAL MEMBERS SHALL CONFORM WITH THE LATEST EDITION OF THE AMERICAN IRON AND STEEL INSTITUTE'S NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS. 2. ALL COLD-FORM METAL FRAMING TO BE DESIGNED BY A PROFESSIONAL ALL COLD-FORM METAL FRAMING TO BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF CONSTRUCTION. DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR REVIEW. 3. THE CONTRACTORS CFMF DESIGNER IS REQUIRED TO INSPECT AND CERTIFY THE CONTRACTORS CFMF DESIGNER IS REQUIRED TO INSPECT AND CERTIFY THAT THE CFMF WORK HAS BEEN COMPLETED IN FULL CONFORMANCE WITH THE APPROVED SHOP DRAWINGS. NO INSULATION OR SHEATHING IS TO BE INSTALLED PRIOR TO SUCH CERTIFICATION. B. SHOP DRAWINGS / SUBMITTALS 1. SUBMIT SHOP DRAWINGS SHOWING COMPLETE DETAILS FOR FABRICATION, SUBMIT SHOP DRAWINGS SHOWING COMPLETE DETAILS FOR FABRICATION, ASSEMBLY AND ERECTION. SUBMIT DETAILED SHOP DRAWINGS SHOWING LAYOUT OF COLD-FORMED STEEL MEMBERS. SHOP DRAWINGS ARE TO BE ORIGINAL DRAWINGS NOT REPRODUCTIONS OF CONTRACT DOCUMENTS. 2. JOIST FABRICATOR TO SHOW ON SHOP DRAWINGS DISTANCE FROM JOIST FABRICATOR TO SHOW ON SHOP DRAWINGS DISTANCE FROM CENTERLINE OF SUPPORT TO FIRST PANEL POINT. 3. THE DEFLECTION OF STEEL STUDS USED IN EXTERIOR WALLS AND WINDOW THE DEFLECTION OF STEEL STUDS USED IN EXTERIOR WALLS AND WINDOW WALLS SHALL NOT EXCEED L/360 FOR EIFS SIDING AND L/600 FOR MASONRY VENEERS. THE STUDS ALONE SHALL PROVIDE THIS STIFFNESS AND RESIST WIND LOADS AS CALCULATED FROM I.B.C. SECTION 1609 WIND LOADS. 4. NON-STRUCTURAL STUD WALLS SHALL BE BRACED AT THE TOP IN A SLIP NON-STRUCTURAL STUD WALLS SHALL BE BRACED AT THE TOP IN A SLIP CONNECTION. THIS HEAD SHALL ALLOW FOR ROOF OR FLOOR DEFLECTIONS OF L/360 AND PROVIDE SEISMIC RESTRAINT. 5. 16 GAGE MINIMUM FOR EXTERIOR WALLS AND JOISTS. 16 GAGE MINIMUM FOR EXTERIOR WALLS AND JOISTS. C. MATERIAL INFORMATION MATERIAL INFORMATION 1. ALL COMPONENTS SHALL CONFORM TO AISI "SPECIFICATIONS FOR THE ALL COMPONENTS SHALL CONFORM TO AISI "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" AND ASTM A446. ALL STUDS, JOISTS AND ACCESSORIES SHALL BE GALVANIZED (MINIMUM G-60) ASTM 525. 2. G60 GALVANIZED STUDS, JOISTS AND ACCESSORIES SHALL BE FORMED G60 GALVANIZED STUDS, JOISTS AND ACCESSORIES SHALL BE FORMED FROM THE FOLLOWING YIELD STRENGTH AND IT'S RESPECTIVE GAGE. 20 GA-33 KSI, 18 GA.-33 KSI, 16 GA. AND HEAVIER - 50 KSI. 3. COLD-FORM METAL FRAMING UNITS INCLUDE C-SHAPED STEEL STUDS FOR COLD-FORM METAL FRAMING UNITS INCLUDE C-SHAPED STEEL STUDS FOR LOAD AND NON LOAD BEARING WALLS AND C-SHAPED JOISTS. 4. MEMBERS SIZES AND GAUGES INDICATED ON DRAWINGS ARE REFERENCED MEMBERS SIZES AND GAUGES INDICATED ON DRAWINGS ARE REFERENCED TO METAL FRAMING MANUFACTURED BY MARINOWARE, S. PLAINFIELD N.J. SIZES ARE INDICATED FOR PRICING ONLY. ACTUAL SIZES SHALL BE DESIGNED BY REGISTERED PROFESSIONAL ENGINEER (P.E.) AND SHALL SUBMIT SEALED CALCULATIONS AND SHOP DRAWINGS FOR REVIEW. FABRICATOR AND ERECTOR SHALL BOTH HAVE A MINIMUM FIVE YEARS EXPERIENCE ON SIMILAR INSTALLATION. D. ERECTION ERECTION 1. CUTTING OF COMPONENTS SHALL BE ACCOMPLISHED WITH SAW OR SHEAR. CUTTING OF COMPONENTS SHALL BE ACCOMPLISHED WITH SAW OR SHEAR. TORCH CUTTING IS NOT PERMITTED. 2. WELDS SHALL CONFORM TO AWS D1.1, AWS D1.3 AND AISI MANUAL WELDS SHALL CONFORM TO AWS D1.1, AWS D1.3 AND AISI MANUAL SECTION E2. WELDS SHALL BE TOUCHED-UP USING A ZINC RICH PAINT. WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS. 3. SELF-TAPPING SCREWS SHALL HAVE A PROTECTIVE COATING AT LEAST SELF-TAPPING SCREWS SHALL HAVE A PROTECTIVE COATING AT LEAST EQUIVALENT TO CADMIUM OR ZINC PLATING (ASTM A165 TYPE NS) FOR USE IN EXTERIOR ASSEMBLIES. 4. FASTENING OF COMPONENTS SHALL BE WITH SELF-TAPPING SCREWS OR FASTENING OF COMPONENTS SHALL BE WITH SELF-TAPPING SCREWS OR WELDING OF SUFFICIENT SIZE TO MEET OR EXCEED THE DESIGN LOADS AND TO ASSURE THE STRENGTH OF THE CONNECTION. USE BOLTS AT JOISTS ON OR NEAR COLUMN LINES. 5. SECURE TRACKS TO STEEL WITH #12 PAN HEADED SELF DRILLING SECURE TRACKS TO STEEL WITH #12 PAN HEADED SELF DRILLING FASTENERS SPACED AT 24" OC MINIMUM. 6. SECURE TRACKS TO CONCRETE WITH POWER-DRIVEN FASTENERS WITH A SECURE TRACKS TO CONCRETE WITH POWER-DRIVEN FASTENERS WITH A SHANK OF 0.177 INCHES, SPACED AT 24 INCHES OC MINIMUM. 7. PROVIDE BRIDGING AND BLOCKING AS INDICATED ON THE DRAWING OR AS PROVIDE BRIDGING AND BLOCKING AS INDICATED ON THE DRAWING OR AS REQUIRED BY AISI. COLD FORMED METAL FRAMING. 8. STUDS, RUNNERS, BRACING AND BRIDGING TO COMPLY WITH ASTM C-955, STUDS, RUNNERS, BRACING AND BRIDGING TO COMPLY WITH ASTM C-955, GALVANIZING FOR STUDS, JOISTS ETC. TO COMPLY WITH ASTM A-448. 9. ALL MATERIALS ARE TO BE STORED FLAT AND PROTECTED, DAMAGED ALL MATERIALS ARE TO BE STORED FLAT AND PROTECTED, DAMAGED MATERIALS TO BE REMOVED FROM SITE IMMEDIATELY. 10. ANY HOLES FIELD CUT INTO STEEL FRAMING MEMBERS TO BE WITHIN ANY HOLES FIELD CUT INTO STEEL FRAMING MEMBERS TO BE WITHIN LIMITATIONS OF THE PRODUCT AND DESIGN. NO HOLES (INCLUDING PREPUNCHED) ARE PERMITTED WITHIN 12" OF BEARING POINTS. 11. ALL JOISTS TO BE CHECKED FOR WEB CRIPPLING. JOISTS TO HAVE MINIMUM ALL JOISTS TO BE CHECKED FOR WEB CRIPPLING. JOISTS TO HAVE MINIMUM 1 1/2" END BEARING. 12. ALL MEMBERS TO BE INSTALLED LEVEL OR PLUMB, AND TRUE. ALL MEMBERS TO BE INSTALLED LEVEL OR PLUMB, AND TRUE. 13. STRUCTURAL FRAMING COMPONENTS MAY BE PREFABRICATED INTO PANELS STRUCTURAL FRAMING COMPONENTS MAY BE PREFABRICATED INTO PANELS PRIOR TO ERECTION. 14. FRAMING COMPONENTS SHALL BE CUT SQUARELY OR AT ANGLE TO FIT FRAMING COMPONENTS SHALL BE CUT SQUARELY OR AT ANGLE TO FIT SQUARELY AGAINST ABUTTING ELEMENTS. MEMBERS SHALL BE SQUARE AND BRACED AGAINST RACKING. ATTACHMENT OF SIMILAR COMPONENTS SHALL BE BY WELDING, SCREW ATTACHMENT OR BOLTING. WIRE TYING OF FRAMING COMPONENTS SHALL NOT BE PERMITTED. 15. TRACK SHALL BE SECURELY ANCHORED TO FLOOR AND OVERHEAD TRACK SHALL BE SECURELY ANCHORED TO FLOOR AND OVERHEAD STRUCTURE OR MEMBER AS SHOWN ON DRAWINGS. STUDS SHALL BE SEATED SQUARELY IN THE TRACK WITH THE STUD WEB AND FLANGE ABUTTING THE TRACK WEB, PLUMBED OR ALIGNED AND SECURELY ATTACHED TO FLANGES OR WEB OF BOTH UPPER AND LOWER TRACKS. SPLICES IN AXIALLY LOADED STUDS ARE NOT PERMITTED. 16. JOIST ENDS SHALL BE REINFORCED WITH MINIMUM 18 GAUGE STUD WEB JOIST ENDS SHALL BE REINFORCED WITH MINIMUM 18 GAUGE STUD WEB 17. STIFFENERS TO ALIGN WITH CONCENTRATED LOADS. STIFFENERS TO ALIGN WITH CONCENTRATED LOADS. 18. EACH JOIST SHALL BE PERMANENTLY RESTRAINED AT SUPPORTS TO EACH JOIST SHALL BE PERMANENTLY RESTRAINED AT SUPPORTS TO PREVENT LATERAL MOVEMENT OF BOTTOM FLANGE. 19. STEEL BRIDGING MUST BE INSTALLED WHERE CALLED FOR AND BE STEEL BRIDGING MUST BE INSTALLED WHERE CALLED FOR AND BE ATTACHED TO EACH STUD OR JOIST. 20. AVOID TEMPORARY CONCENTRATED LOADS. AVOID TEMPORARY CONCENTRATED LOADS. 21. ALL FIELD ABRASIONS AND WELDS SHALL BE TOUCHED UP WITH ZINC RICH ALL FIELD ABRASIONS AND WELDS SHALL BE TOUCHED UP WITH ZINC RICH PAINT. A. CODES / STANDARDS CODES / STANDARDS 1. CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITIONS OF: ACI 301 CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITIONS OF: ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS"; ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"; AND ACI 315 "ACI DETAIL MANUAL", AND CRSI "MANUAL OF STANDARD PRACTICE". 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 AND DETAILED ACCORDING TO THE ACI MANUAL OF STANDARD PRACTICE (ACE 315 LATEST ED.) EPOXY COATED BARS SHALL BE COATED CONFORMING TO ASTM A775. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A 185. 3. NON-SHRINK GROUT (NON-METALLIC) CRD-C-621, FACTORY PRE-MIXED NON-SHRINK GROUT (NON-METALLIC) CRD-C-621, FACTORY PRE-MIXED GROUT SHALL BE "MASTERFLOW 713" BY MASTER BUILDERS OR APPROVED EQUAL. INSTALLATION AND CURING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS. ALL GROUT SHALL EXPERIENCE NO SHRINKAGE AND HAVE A MAXIMUM OF 4.0% EXPANSION WHEN TESTED UNDER ASTM C-827WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C-109.GROUT SHALL HAVE A MINIMUM INITIAL SET TIME OF 60 MINUTES WHEN TESTED IN ACCORDANCE WITH ASTM C-191. B. SHOP DRAWINGS / SUBMITTALS SHOP DRAWINGS / SUBMITTALS 1. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL REINFORCING STEEL SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL REINFORCING STEEL EXCEPT WELDED WIRE FABRIC. NO CONDUITS MAY BE EMBEDDED IN CONCRETE. CONCRETE COVER TO BE SHOWN CLEARLY ON SHOP DRAWINGS. LOCATIONS OF ALL CONSTRUCTION JOINTS SHALL BE SHOWN ON REBAR SHOP DRAWINGS FOR APPROVAL; ENGINEER MAY REQUIRE ADDITIONAL REINFORCING AT CONSTRUCTION JOINTS. SUBMIT ALL REINFORCING SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO ANY FABRICATION. NO CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 2. PREPARE DESIGN MIXES FOR EACH TYPE AND STRENGTH OF CONCRETE BY PREPARE DESIGN MIXES FOR EACH TYPE AND STRENGTH OF CONCRETE BY EITHER LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS SPECIFIED IN ACI 301. SUBMIT WRITTEN REPORTS TO STRUCTURAL ENGINEER OF EACH PROPOSED MIX DESIGN AT LEAST 15 DAYS PRIOR TO START OF WORK. MIX DESIGNS SHALL BE PREPARED BY AN INDEPENDENT TESTING FACILITY ACCEPTABLE TO THE STRUCTURAL ENGINEER. THAT TESTING FACILITY SHALL NOT BE SAME AS USED FOR FIELD QUALITY CONTROL TESTING. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. C. CONCRETE MIX INFORMATION CONCRETE MIX INFORMATION 1. UNLESS NOTED OTHERWISE BELOW, ALL CONCRETE EXPOSED TO FREEZING UNLESS NOTED OTHERWISE BELOW, ALL CONCRETE EXPOSED TO FREEZING AND THAWING SHALL BE NORMAL WEIGHT (ASTM C33) READY MIX CONCRETE (ASTM C94) HAVING A MINIMUM COMPRESSIVE STRENGTH NOTED BELOW (AT 28 DAYS) WITH 5% AIR ENTRAINMENT AND WITH A MAXIMUM W/C RATIO OF 0.45. ALL OTHER CONCRETE SHALL BE NON-ENTRAINED WITH A MINIMUM STRENGTH AS NOTED BELOW, AND WITH A MAXIMUM W/C OF 0.58. 2. COMPRESSIVE STRENGTH: ALL CAST-IN-PLACE CONCRETE SHALL CONFORM COMPRESSIVE STRENGTH: ALL CAST-IN-PLACE CONCRETE SHALL CONFORM TO THE FOLLOWING (1" MIN. SLUMP: ALL): LOCATION: STRENGTH @ 28 DAYS MAX SLUMP STRENGTH @ 28 DAYS MAX SLUMP MAX SLUMP FOOTINGS 4,000 PSI 3" 4,000 PSI 3" 3" FOUNDATION WALLS 4,000 PSI 3" 4,000 PSI 3" 3" EXTERIOR SLAB 4,000 PSI 3" 4,000 PSI 3" 3" ON GRADE INTERIOR SLAB 3,000 PSI 3" 3,000 PSI 3" 3" ON GRADE GRADE BEAMS/ 4,000 PSI 4" 4,000 PSI 4" 4" PILE CAPS SLABS ON 4,000 PSI 4" 4,000 PSI 4" 4" METAL DECKING 3. PEA GRAVEL FILL CONCRETE FOR STEEL PAN STAIRS SHALL BE 2,500 PSI PEA GRAVEL FILL CONCRETE FOR STEEL PAN STAIRS SHALL BE 2,500 PSI AT 28 DAYS. (DENSITY TO BE 115 LBS PER CUBIC FOOT). 4. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. D. PLACEMENT PLACEMENT 1. THE CONTRACTOR SHALL PROVIDE TIES, BARS, AND BRACING WHERE THE CONTRACTOR SHALL PROVIDE TIES, BARS, AND BRACING WHERE NECESSARY TO FURNISH SUPPORT DURING CONSTRUCTION, TO REMAIN IN PLACE UNTIL THE STRUCTURES HAVE ATTAINED THEIR 28-DAY STRENGTH. 2. PROVIDE BAR SUPPORTS AND SPACERS IN ACCORDANCE WITH ACI 315 AND PROVIDE BAR SUPPORTS AND SPACERS IN ACCORDANCE WITH ACI 315 AND CRSI "MANUAL OF STANDARD PRACTICE", CHAPTER 3. ALL BAR SUPPORTS IN AREAS WHERE CONCRETE WILL BE EXPOSED SHALL HAVE PLASTIC TIPPED FEET. THE CONTRACTOR IS CAUTIONED THAT CARE MUST BE EXERCISED TO PREVENT EXPOSURE OF TIE WIRE OR OTHER MATERIALS WHICH MAY CAUSE STAINING OF EXPOSED CONCRETE. PROPER COVER SHALL BE MAINTAINED ON ALL REINFORCEMENT. BAR SUPPORTS IN CONTACT WITH EXPOSED SUBSURFACE SHALL BE PLASTIC TIPPED. 3. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE: 3.01 3" - CONCRETE CAST AGAINST EARTH 3.02 1 1/2" - FORMED CONCRETE EXPOSED TO EARTH OR WEATHER #5 AND SMALLER SMALLER 3.03 2" - FORMED CONCRETE EXPOSED TO EARTH OR WEATHER #6 AND LARGER 3.04 3/4" - SLABS, WALLS & JOISTS #11 AND SMALLER 3.05 1 1/2" - BEAM STIRRUPS, COLUMN AND PIER TIES 4. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE WHILE PLACING ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. 5. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE LOCATION AND THE CONTRACTOR SHALL VERIFY AND COORDINATE THE LOCATION AND DIMENSIONS OF ALL OPENINGS REQUIRED BY ALL TRADES BEFORE THE CONCRETE IS POURED. MINIMUM DISTANCE BETWEEN SLEEVES IS 6 INCHES. OPENINGS NOT SHOWN ON STRUCTURAL DRAWINGS REQUIRE THE APPROVAL OF THE STRUCTURAL ENGINEER. 6. LAP SPLICES FOR REINFORCING BARS SHALL CONFORM TO LATEST ACI LAP SPLICES FOR REINFORCING BARS SHALL CONFORM TO LATEST ACI REQUIREMENTS AND SHALL BE 6" (MINIMUM) FOR WELDED WIRE FABRIC. 7. CHAMFER ALL EXPOSED CONCRETE EDGES 1/2", UNLESS OTHERWISE CHAMFER ALL EXPOSED CONCRETE EDGES 1/2", UNLESS OTHERWISE INDICATED. 8. REINFORCEMENT SHALL NOT BE FIELD CUT, UNLESS OTHERWISE INDICATED. REINFORCEMENT SHALL NOT BE FIELD CUT, UNLESS OTHERWISE INDICATED. REINFORCEMENT SHALL BE COLD BENT. HEATING OF REINFORCEMENT IS PROHIBITED. RE-BENDING REINFORCING IS PROHIBITED. 9. NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN BEAMS, NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN BEAMS, WALLS, AND SLABS UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS OR APPROVED IN WRITING BY THE ENGINEER PRIOR TO CONSTRUCTION. 10. ALL WELDED WIRE FABRIC (WWF) SHALL BE PROVIDED IN FLAT SHEETS. IT ALL WELDED WIRE FABRIC (WWF) SHALL BE PROVIDED IN FLAT SHEETS. IT SHALL BE SUPPORTED ON CONTINUOUS SLAB BOLSTERS AND LAPPED ONE AND ONE-HALF MESH. 11. ALL CONSTRUCTION JOINTS FOR SLABS SHALL BE KEY JOINTED AT ALL CONSTRUCTION JOINTS FOR SLABS SHALL BE KEY JOINTED AT MID-SPAN WITH REINFORCING DISCONTINUOUS AT JOINT. 12. INSTALLATION OF EMBEDDED ITEMS; SET AND BUILD ANCHOR DEVICES AND INSTALLATION OF EMBEDDED ITEMS; SET AND BUILD ANCHOR DEVICES AND OTHER EMBEDDED ITEMS REQUIRED FOR OTHER WORK THAT IS ATTACHED TO OR SUPPORTED BY CAST-IN-PLACE CONCRETE. USE SETTING DIAGRAMS, TEMPLATES, AND INSTRUCTIONS PROVIDED BY OTHERS FOR LOCATING AND SETTING. 13. CURE CONCRETE IMMEDIATELY AFTER FINISHING IN ACCORDANCE WITH ACI CURE CONCRETE IMMEDIATELY AFTER FINISHING IN ACCORDANCE WITH ACI 301, ACI 305R, ACI 306R, AND ACI 308. 14. ALL CONCRETE SHALL BE FLAT AND LEVEL PER CONCRETE SPECIFICATIONS ALL CONCRETE SHALL BE FLAT AND LEVEL PER CONCRETE SPECIFICATIONS FOR STRUCTURAL CONCRETE SLABS ON METAL DECK AND HAVE A MINIMUM THICKNESS AS NOTED ON FLOOR FRAMING PLANS. CONTRACTOR TO PROVIDE ALLOWANCE FOR A MINIMUM OF 1" ADDITIONAL CONCRETE FOR LEVELING OF SLAB - TO "FILL" THE NATURAL DEFLECTIONS OF STEEL DECK AND FRAMING. THE CONCRETE PLACING PROCEDURE SHALL BE CONTROLLED TO MINIMIZE SUPPORT MEMBER DEFLECTION. 15. THE CONTRACTOR SHALL SUPPLY FLOOR LEVELING MATERIAL AND OTHER THE CONTRACTOR SHALL SUPPLY FLOOR LEVELING MATERIAL AND OTHER CORRECTIVE MEASURES IN AREAS WHERE FLOOR FINISH DEFLECTIONS EXCEED THE FLATNESS AND LEVELNESS REQUIREMENTS. 16. CONTRACTOR SHALL COORDINATE DEPRESSIONS FOR FLOOR FINISHES AND CONTRACTOR SHALL COORDINATE DEPRESSIONS FOR FLOOR FINISHES AND THE LOCATIONS OF ALL FLOOR DRAINS, CURBS, CONCRETE PADS, INSERTS, WELDED PLATES, AND OTHER EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL AND ALL OTHER TRADE DRAWINGS/REQUIREMENTS. 17. ALL ADJOINING SURFACES NOT CAST MONOLITHICALLY SHALL BE ROUGHENED ALL ADJOINING SURFACES NOT CAST MONOLITHICALLY SHALL BE ROUGHENED TO AN AMPLITUDE OF 1/4 INCH FOR THE ENTIRE INTERSECTING SURFACE ACCORDING TO ACI RECOMMENDATIONS, APPLY A BONDING AGENT AS REQUIRED. 18. VERTICAL CONSTRUCTION JOINTS IN CONCRETE WALL SHALL BE LOCATED VERTICAL CONSTRUCTION JOINTS IN CONCRETE WALL SHALL BE LOCATED MIDWAY BETWEEN SUPPORT PIERS OR BUTTRESSES (30' O.C. MAXIMUM), AND AT LEAST 4'-0" FROM ANY WALL OPENING. NO HORIZONTAL CONSTRUCTION JOINTS SHALL BE PERMITTED WITHOUT PERMISSION OF ENGINEER. JOINTS SHALL BE LOCATED NO FURTHER THAN 5'-0" FROM CORNERS. 19. WALLS EXCEEDING 90 FEET SHALL CONTAIN EXPANSION JOINTS AT 90 FEET WALLS EXCEEDING 90 FEET SHALL CONTAIN EXPANSION JOINTS AT 90 FEET ON CENTERS. 20. GROUND ALL REINFORCING BARS IN ACCORDANCE WITH N.E.C. 1997 GROUND ALL REINFORCING BARS IN ACCORDANCE WITH N.E.C. 1997 SECTION 250-70. SEE ELECTRICAL DRAWINGS FOR DETAILED INFORMATION. E. CONCRETE FLOOR SLABS CONCRETE FLOOR SLABS 1. UNLESS NOTED OTHERWISE ON DRAWINGS FLOOR SLABS SHALL BE 6" UNLESS NOTED OTHERWISE ON DRAWINGS FLOOR SLABS SHALL BE 6" THICK 4,000 PSI FIBERMESH REINFORCED CONCRETE REINFORCED WITH #4 BARS AT 16" O.C. EACH WAY AT BOTTOM. PROVIDE CONTROL JOINTS TO DETAIL WHERE SHOWN OR REQUIRED. 2. UNLESS NOTED OTHERWISE ON DRAWINGS FLOOR SLABS SHALL BE LAID UNLESS NOTED OTHERWISE ON DRAWINGS FLOOR SLABS SHALL BE LAID OVER MINIMUM 6 MIL. POLYETHYLENE VAPOR BARRIER ON MINIMUM 6" LAYER WELL COMPACTED CLEAN CRUSHED STONE (WITH SAND BLINDING AS REQUIRED) ON COMPACTED FILL OR APPROVED SUB-GRADE. 3. FILL MATERIAL FOR FLOOR SLABS SHALL BE PLACED IN 8" LAYERS AND FILL MATERIAL FOR FLOOR SLABS SHALL BE PLACED IN 8" LAYERS AND COMPACTED TO A MINIMUM FIELD DENSITY OF 95% AS MEASURED BY THE MODIFIED PROCTOR TEST (ASTM D1557B). 4. LOCATE AND COORDINATE ALL INTERNAL DRAIN AND SUPPLY LINES, DUCTS, LOCATE AND COORDINATE ALL INTERNAL DRAIN AND SUPPLY LINES, DUCTS, CHASES AND OTHER OPENINGS SHOWN ON ARCHITECTURAL, ELECTRICAL, MECHANICAL, AND STRUCTURAL DRAWINGS ETC. BEFORE POURING CONCRETE. 5. VIBRATE ALL CONCRETE IN ALL SLABS. VIBRATE ALL CONCRETE IN ALL SLABS. 6. CONCRETE SLABS TO BE CURED WITH APPROVED HARDENER COMPOUND CONCRETE SLABS TO BE CURED WITH APPROVED HARDENER COMPOUND PLACED IMMEDIATELY AFTER FINAL FINISHING OPERATION, DEPENDENT UPON AMBIENT TEMPERATURES. F. CONCRETE FLOOR SLABS (HEAVY DUTY ALT.) CONCRETE FLOOR SLABS (HEAVY DUTY ALT.) 1. UNLESS OTHERWISE NOTED HEAVY DUTY CONCRETE FLOOR SLAB ON GRADE UNLESS OTHERWISE NOTED HEAVY DUTY CONCRETE FLOOR SLAB ON GRADE WILL BE 5-1/2" THICK CONCRETE REINFORCED WITH ONE LAYER ASTM 185 ROAD MESH, 6"X 12" - D10 EPOXY COATED MESH (FY =75/80 KSI). MESH TO BE SUPPORTED ON CONCRETE BRICK CHAIRS, SET TO GIVE THE CORRECT CONCRETE COVER, MAXIMUM SPACING TO BE 48" O.C., ALL LAPS TO BE ADEQUATELY SUPPORTED. ROAD MESH CAN BE OBTAINED FROM CONNECTICUT STEEL - 800 221 0323 OR INSTEEL - 800 334 9504 2. VIBRATE ALL CONCRETE IN ALL SLABS. VIBRATE ALL CONCRETE IN ALL SLABS. 3. FILL MATERIAL FOR CONCRETE FLOOR SLABS SHALL BE CLEAN SAND OR FILL MATERIAL FOR CONCRETE FLOOR SLABS SHALL BE CLEAN SAND OR CRUSHED STONE AS NOTED, PLACED IN LAYERS NOT EXCEEDING 6" THICK AND COMPACTED TO A MINIMUM FIELD DENSITY OF 95% AS MEASURED BY 'MODIFIED PROCTOR TEST'. (ASTM D1557B) LOCATE AND COORDINATE ALL INTERNAL DRAINPIPES, SUPPLY LINES. 4. DUCTS, CHASES AND OTHER OPENINGS SHOWN ON ARCHITECTURAL, DUCTS, CHASES AND OTHER OPENINGS SHOWN ON ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS BEFORE ANY CONCRETE POURS ARE COMMENCED. G. FIELD TESTING FIELD TESTING 1. UNLESS OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS, CAST ONE UNLESS OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS, CAST ONE SET FOUR (4) CONCRETE TEST CYLINDERS (6" DIA. X 12" HIGH) FOR EACH 50 CUBIC YARDS OF CONCRETE PLACED. FOR 16 TO 24 HOURS AFTER CASTING, PROTECT TEST SPECIMENS IN ACCORDANCE WITH ASTM C31. PROVIDE AN ON-SITE CURE BOX FOR CYLINDER STORAGE DURING INCLEMENT WEATHER. DO NOT TRANSPORT SPECIMENS TO THE LABORATORY UNTIL AFTER THE INITIAL PROTECTION PERIOD. 2. AT THE TIME OF CASTING EACH SET OF TEST CYLINDERS, SAMPLE AT THE TIME OF CASTING EACH SET OF TEST CYLINDERS, SAMPLE CONCRETE IN ACCORDANCE WITH ASTM C172 AND PERFORM THE FOLLOWING MEASUREMENTS AT THE POINT OF CONCRETE PLACEMENT: 2.01 AMBIENT TEMPERATURE AMBIENT TEMPERATURE 2.02 CONCRETE TEMPERATURE CONCRETE TEMPERATURE 2.03 UNIT WEIGHT IN ACCORDANCE WITH ASTM C-138 UNIT WEIGHT IN ACCORDANCE WITH ASTM C-138 2.04 SLUMP IN ACCORDANCE WITH ASTM C-143 SLUMP IN ACCORDANCE WITH ASTM C-143 2.05 AIR CONTENT IN ACCORDANCE WITH ASTM C-173 OR ATM C-231 AIR CONTENT IN ACCORDANCE WITH ASTM C-173 OR ATM C-231 3. ALL REINFORCING STEEL SHALL BE INSPECTED FOR PLACEMENT IN ALL REINFORCING STEEL SHALL BE INSPECTED FOR PLACEMENT IN ACCORDANCE WITH CRSI MANUAL OF STANDARD PRACTICE. 4. EVALUATE SLAB FLOOR FLATNESS AND LEVELNESS PER ASTM E1155. EVALUATE SLAB FLOOR FLATNESS AND LEVELNESS PER ASTM E1155. 5. THE CONTRACTOR SHALL SCHEDULE ALL WORK TO ALLOWS FOR THE ABOVE THE CONTRACTOR SHALL SCHEDULE ALL WORK TO ALLOWS FOR THE ABOVE INSPECTION AND TESTING REQUIREMENTS TO BE COMPLETED. TENSION DEVELOPMENT/LAP SPLICE SCHEDULE (FOR UNCOATED BARS) DEVELOPMENT/LAP SPLICE LENGTH IN CONCRETE (FC=4,000 PSI) BAR DEV. LENGTH (IN.) CLASS B LAP SPLICE LENGTH (IN.) DEV. LENGTH (IN.) CLASS B LAP SPLICE LENGTH (IN.) SIZE BAR TYPE 1 BAR TYPE 2 BAR TYPE 1 BAR TYPE 2 BAR TYPE 1 BAR TYPE 2 BAR TYPE 1 BAR TYPE 2 BAR TYPE 2 BAR TYPE 1 BAR TYPE 2 BAR TYPE 1 BAR TYPE 2 BAR TYPE 2 #3 15 22 19 28 15 22 19 28 22 19 28 19 28 28 #4 19 29 25 37 19 29 25 37 29 25 37 25 37 37 #5 24 36 31 47 24 36 31 47 36 31 47 31 47 47 #6 29 43 37 56 29 43 37 56 43 37 56 37 56 56 #7 42 63 54 81 42 63 54 81 63 54 81 54 81 81 #8 48 72 62 93 48 72 62 93 72 62 93 62 93 93 #9 54 81 70 105 54 81 70 105 81 70 105 70 105 105 #10 61 91 79 118 61 91 79 118 91 79 118 79 118 118 #11 74 111 97 145 74 111 97 145 111 97 145 97 145 145 BAR TYPE 1 -- CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN BAR DIA., CLEAR COVER NOT LESS THAN BAR DIA., AND STIRRUPS OR TIES THROUGHOUT DEVELOPMENT LENGTH NOT LESS THAN CODE MINIMUM OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2XBAR DIA. AND CLEAR COVER NOT LESS THAN BAR DIA. BAR TYPE 2 -- TOP BARS WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW AND OTHER CASES. PEDESTAL & PIER NOTE: CONTRACTOR TO PROVIDE COORDINATION SHOP DRAWINGS TO VERIFY ANCHOR BOLT & REINFORCING STEEL LOCATIONS, IN CASE OF CONFLICTS, PEDESTALS CAN BE MADE LARGER, BUT PIERS MAY NEED TO HAVE BOLT LOCATIONS ADJUSTED. 1. CONSTRUCT FORMWORK WITH MINIMUM PRACTICABLE TOLERANCES TO CONSTRUCT FORMWORK WITH MINIMUM PRACTICABLE TOLERANCES TO PRODUCE CONCRETE WORK TRUE TO LINES, DIMENSIONS, SHAPES, GRADES LOCATIONS AND ELEVATIONS ESTABLISHED ON CONTRACT DOCUMENTS. 2. PROVIDE ALL RECESSES, POCKETS, UTILITY OUTLETS, JOINTS, KEYS, PROVIDE ALL RECESSES, POCKETS, UTILITY OUTLETS, JOINTS, KEYS, PROJECTIONS, NOTCHES AND OPENINGS. 3. PLYWOOD FORMS: CONTRACTORS OPTION AS TO PLYWOOD GRADE FOR PLYWOOD FORMS: CONTRACTORS OPTION AS TO PLYWOOD GRADE FOR SUBGRADE AND UNEXPOSED WORK. 4. BRACING: METAL OR SUITABLE GRADED LUMBER OF SUBSTANTIAL SIZE AND BRACING: METAL OR SUITABLE GRADED LUMBER OF SUBSTANTIAL SIZE AND CONFIGURATION FOR LOADS TO BE SUPPORTED. 5. WORKMANSHIP & INSTALLATION: ALL IN BEST FORMWORK AND CARPENTRY WORKMANSHIP & INSTALLATION: ALL IN BEST FORMWORK AND CARPENTRY PRACTICE. INSTALLED WITH PROPER BRACING, CONNECTIONS, ROUGH HARDWARE, FASTENINGS, AND ANCHORING MATERIALS FOR A RIGID, SECURE, AND COMPLETE JOB. 6. FORMS ARE TO REMAIN IN PLACE UNTIL CONCRETE HAS ACHIEVED FORMS ARE TO REMAIN IN PLACE UNTIL CONCRETE HAS ACHIEVED ADEQUATE STRENGTH. A. STANDARDS STANDARDS 1. ALL FOUNDATION WORK SHALL CONFORM TO THE APPLICABLE CONCRETE ALL FOUNDATION WORK SHALL CONFORM TO THE APPLICABLE CONCRETE WORK NOTES. B. GEOTECHNICAL DATA GEOTECHNICAL DATA 1. SITE PREPARATION AND EXCAVATION WORK SHALL BE PERFORMED IN SITE PREPARATION AND EXCAVATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT. 2. FOUNDATIONS HAVE BEEN DESIGNED WITH CONFORMANCE TO THE FOUNDATIONS HAVE BEEN DESIGNED WITH CONFORMANCE TO THE GEOTECHNICAL ENGINEERING REPORT. C. SHALLOW FOUNDATION (PAVEMENT) SHALLOW FOUNDATION (PAVEMENT) 1. PREPARE SUBSURFACE LAYERS IN CONCRETE PAVEMENT LOCATIONS PER PREPARE SUBSURFACE LAYERS IN CONCRETE PAVEMENT LOCATIONS PER GEOTECHNICAL RECOMMENDATIONS FOR EARTHWORK - PAVED AREAS. D. FOUNDATION PLACEMENT FOUNDATION PLACEMENT 1. FOUNDATION SUBGRADE SHALL BE PREPARED ACCORDING TO THE FOUNDATION SUBGRADE SHALL BE PREPARED ACCORDING TO THE GEOTECHNICAL REPORT RECOMMENDATIONS. 2. CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY SHORE ALL CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY SHORE ALL EXCAVATION SLOPES. METHODS EMPLOYED IN ALL SHEETING, TIEBACKS, AND BRACINGS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF NEW JERSEY AND HIRED BY THE CONTRACTOR, WHO SHALL SUBMIT CALCULATIONS AND SHOP DRAWINGS FOR THE OWNER'S REVIEW FOR INFORMATION. 3. ALL EXTERIOR FOOTINGS SHALL BE LOCATED AT A MINIMUM DEPTH OF ALL EXTERIOR FOOTINGS SHALL BE LOCATED AT A MINIMUM DEPTH OF 3'-6" BELOW FINISHED GRADE. 4. ALL FOOTINGS ARE TO BE CENTERED ON COLUMNS OR WALLS UNLESS ALL FOOTINGS ARE TO BE CENTERED ON COLUMNS OR WALLS UNLESS OTHERWISE NOTED. 5. THE CONCRETE FOR EACH FOOTING SHALL BE PLACED IN ONE CONTINUOUS THE CONCRETE FOR EACH FOOTING SHALL BE PLACED IN ONE CONTINUOUS PLACEMENT. 6. ALL FOOTING BOTTOMS SHALL BE INSPECTED AND APPROVED, IN WRITING, ALL FOOTING BOTTOMS SHALL BE INSPECTED AND APPROVED, IN WRITING, BY A REGISTERED GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. WRITTEN APPROVAL SHALL SPECIFY THAT THE SOIL HAS THE CAPACITY TO SUPPORT THE DESIGNED BEARING PRESSURE. 7. ALL FILL AND BACKFILL IN BUILDING AND WITHIN 5'-0" OF THE BUILDING ALL FILL AND BACKFILL IN BUILDING AND WITHIN 5'-0" OF THE BUILDING SHALL BE WELL GRADED GRANULAR MATERIAL CONTAINING NO MORE THAN 12% NOR LESS THAN 5% BY WEIGHT OF THE MATERIAL PASSING THE #200 SIEVE. COMPACT FILL AND BACKFILL IN 12"LAYERS (LOOSE) WITH A HEAVY VIBRATORY COMPACTOR TO AT LEAST 95% OF THE MAXIMUM MODIFIED PROCTOR DENSITY AS PER ASTM D-1557-70 UNDER THE SUPERVISION OF A LICENSED GEOTECHNICAL ENGINEER. 8. ALL FILL AND BACKFILL SHALL BE PLACED ON VIRGIN SOIL THAT DOES NOT ALL FILL AND BACKFILL SHALL BE PLACED ON VIRGIN SOIL THAT DOES NOT CONTAIN ANY ORGANIC MATERIAL. STRIP ALL TOP SOIL AS REQUIRED AND PROOF COMPACT SUBGRADE TO 95% OF MAXIMUM MODIFIED PROCTOR DENSITY AS PER ASTM D-1557-70 WITH A HEAVY VIBRATORY COMPACTOR UNDER THE SUPERVISION OF A LICENSED GEOTECHNICAL ENGINEER PRIOR TO INSTALLING FILL OR BACKFILL. 9. NO FOOTINGS SHALL BE PLACED ABOVE 1 VERTICAL ON 2 HORIZONTAL NO FOOTINGS SHALL BE PLACED ABOVE 1 VERTICAL ON 2 HORIZONTAL SLOPE EXTENDED FROM THE CLOSEST EDGE OF ANY UNDISTURBED SOIL OR OTHER FOUNDATION STRUCTURE. BOTTOM OF FOOTINGS SHALL NOT BE LESS THAN 3'-6" BELOW FINISHED GRADE. 10. SHOULD ROCK BE ENCOUNTERED AT FOOTING BEARING ELEVATION, THE SHOULD ROCK BE ENCOUNTERED AT FOOTING BEARING ELEVATION, THE ROCK SHALL BE OVER EXCAVATED A MINIMUM OF 12" AND REPLACED WITH A CUSHION OF CONTROLLED COMPACTED FILL. 11. CONTRACTOR SHALL CONTROL SURFACE AND SUBSURFACE WATER DURING CONTRACTOR SHALL CONTROL SURFACE AND SUBSURFACE WATER DURING CONSTRUCTION SO THAT THE FOUNDATION WILL BE CONSTRUCTED ON DRY SOIL/ROCK. DEWATERING OF THE SITE, INCLUDING METHODS OF DEWATERING AND CALCULATIONS, DURING CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 12. NO FOUNDATION SHALL BE PLACED IN WATER OR FROZEN GROUND. NO FOUNDATION SHALL BE PLACED IN WATER OR FROZEN GROUND. 13. ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM SUBGRADE AND ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM SUBGRADE AND BACKFILL AREAS AND BACKFILLED WITH ACCEPTABLE FILL ACCORDING TO THE SPECIFICATIONS AND COMPACTED TO THE SPECIFIED BEARING CAPACITY. 14. ALL CRUSHED STONE FILL BLANKETS BENEATH SLAB ON GRADE SHALL ALL CRUSHED STONE FILL BLANKETS BENEATH SLAB ON GRADE SHALL COMPLY WITH THE PROJECT'S SOILS ENGINEER AND/OR REPORT. 15. NO BACKFILLING SHALL BE DONE AGAINST FOUNDATION AND RETAINING NO BACKFILLING SHALL BE DONE AGAINST FOUNDATION AND RETAINING WALLS UNTIL CONCRETE HAS ATTAINED 75% OF ITS DESIGN STRENGTH. BEFORE BACKFILLING, PROVIDE BRACING FOR WALL SUSTAINING MORE THAN 3 FEET OF EARTH PRESSURE, BRACING SHALL REMAIN IN PLACE UNTIL ALL SLABS AND BEAMS FRAMING INTO WALL HAVE BEEN PLACED AND SET. 16. IN NO CASE SHALL HEAVY EQUIPMENT BE PERMITTED CLOSER THAN 8 FEET IN NO CASE SHALL HEAVY EQUIPMENT BE PERMITTED CLOSER THAN 8 FEET FROM ANY FOUNDATION WALL. IF IT IS NECESSARY TO OPERATE SUCH EQUIPMENT CLOSER THAN 8 FEET TO THE WALL, THE CONTRACTOR SHALL BE THE SOLE RESPONSIBLE PARTY AND SHALL PROVIDE ADEQUATE SUPPORTS, OR BRACE THE WALL AT THEIR OWN EXPENSE TO WITHSTAND THE ADDITIONAL LOADS SUPERIMPOSED FROM SUCH EQUIPMENT. PILE GENERAL NOTES 1. THE OWNER WILL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER THE OWNER WILL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF NEW JERSEY TO INSPECT THE PILING OPERATIONS & DETERMINE THE ACCEPTABILITY OF THE PILES. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER, IN WRITING, 5 DAYS PRIOR TO THE START OF PILE DRIVING OPERATIONS. THE NOTICE WILL STATE; A. TYPE OF PILES TO BE INSTALLED INCLUDING DETAILS OF TIP TYPE OF PILES TO BE INSTALLED INCLUDING DETAILS OF TIP REINFORCEMENT, ETC. B. TYPE, MANUFACTURER, AND MODEL OF THE PROPOSED DRIVING TYPE, MANUFACTURER, AND MODEL OF THE PROPOSED DRIVING EQUIPMENT, INCLUDING HAMMER DATA C. DESCRIPTION AND DETAILS OF LEADS, CUSHIONS, CAP BLOCKS, DESCRIPTION AND DETAILS OF LEADS, CUSHIONS, CAP BLOCKS, CRANE, AND OTHER DRIVING APPURTENANCES D. DESCRIPTION OF THE DRIVING METHODS TO BE USED INCLUDING DESCRIPTION OF THE DRIVING METHODS TO BE USED INCLUDING METHODS FOR PENETRATING OBSTRUCTIONS TO DRIVING AT AND BELOW THE GROUND SURFACE, WHERE REQUIRED. 2. ALL PILES WILL BE DRIVEN IN THE PRESENCE OF THE GEOTECHNICAL ALL PILES WILL BE DRIVEN IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER WHO WILL MAINTAIN AN INDEPENDENT RECORD OF THE HAMMER BLOWS PER FOOT OF DRIVING FOR EACH PILE. THE CONTRACTOR WILL CONDUCT HIS OPERATIONS SO AS NOT TO OBSTRUCT PREPARATION OF RECORDS BY THE ENGINEER. 3. THE CONTRACTOR SHALL KEEP A DRIVING RECORD FOR THE FULL LENGTH THE CONTRACTOR SHALL KEEP A DRIVING RECORD FOR THE FULL LENGTH OF EACH PILE. THE RECORD WILL INCLUDE THE PROJECT NAME & NUMBER, COMPUTED PILE CAPACITY, TYPE AND SIZE OF HAMMER USED, TYPE OF PILE DRIVING CAP USED, RATE OF OPERATION OF PILE DRIVING EQUIPMENT, PILE DIMENSIONS, ELEVATION OF POINT, ELEVATION OF BUTT BEFORE & AFTER CUTOFF, GROUND ELEVATION, CONTINUOUS RECORD OF NUMBER OF BLOWS FOR EACH FOOT OF PENETRATION, PILE DEVIATION, PILE HEAVE, & ANY UNUSUAL OCCURRENCES DURING PILE DRIVING. TWO COPIES OF THE PILE LOG WILL BE SUBMITTED TO THE ENGINEER. 4. TIMBER PILES: TIMBER PILES: A. THE PILES TO BE DRIVEN WILL CONSIST OF TREATED TIMBER PILES THE PILES TO BE DRIVEN WILL CONSIST OF TREATED TIMBER PILES HAVING A MINIMUM TIP DIAMETER OF 8 INCHES AND MEETING THE REQUIREMENTS OF ASTM D25 "STANDARD SPECIFICATION FOR ROUND TIMBER PILES". B. PILES SHALL BE PRESERVATIVE TREATED, CLEAN PEELED SOUTHERN PILES SHALL BE PRESERVATIVE TREATED, CLEAN PEELED SOUTHERN PINE, ASTM D 25, PRESSURE IMPREGNATED IN ACCORDANCE WITH AWPA U1 EXTREME DUTY, GROUND CONTACT AND MARINE USE. C. TIMBER PILES SHALL BE FITTED WITH A STEEL BOOT SIMILAR TO THE TIMBER PILES SHALL BE FITTED WITH A STEEL BOOT SIMILAR TO THE 'RIVAL' BOOT AS MANUFACTURED BY LB FOSTER. 5. PIPE PILES: PIPE PILES: A. PILES SHALL CONSIST OF 10 3/4 INCH (10.75 INCH) DIAMETER PILES SHALL CONSIST OF 10 3/4 INCH (10.75 INCH) DIAMETER STEEL PIPE PILE WITH A 3/8 INCH (0.375 INCH) WALL THICKNESS CONFORMING TO ALL REQUIREMENTS OF ASTM A 252 "STANDARD SPECIFICATION FOR WELDED AND SEAMLESS STEEL PIPE PILES, GRADE 2". B. THE UPPER 20 FEET OF EACH PILE SHOULD BE PROTECTED FROM THE UPPER 20 FEET OF EACH PILE SHOULD BE PROTECTED FROM CORROSION BY A SHOP-APPLIED COATING OF COAL TAR EPOXY SIMILAR TO CARBOLINE BITUMASTIC NO. 300 M (STEEL STRUCTURE PAINTING COUNCIL SPEC. SSPC-PT-16). C. PILE SPLICES SHALL BE MADE BY USING DFP S-1800 SPLICE PILE SPLICES SHALL BE MADE BY USING DFP S-1800 SPLICE MANUFACTURED BY DFP FOUNDATION PRODUCTS, INC. OR AN APPROVED EQUAL. THE UPPER AND LOWER FLANGES OF THE SPLICER SHALL BE CONTINUOUSLY WELDED TO THE OUTSIDE PILE FACE TO PROVIDE A WATERTIGHT JOINT. PILE TIP REINFORCEMENT SHALL CONSIST OF A 3/4 INCH THICK FLAT CLOSURE PLATE. THE BOTTOM EDGE OF THE PIPE SHALL BE CONTINUOUSLY WELDED TO THE PLATE TO PROVIDE A WATERTIGHT JOINT. 6. THE CONTRACTOR WILL PROVIDE PILE DRIVING EQUIPMENT OF A TYPE THE CONTRACTOR WILL PROVIDE PILE DRIVING EQUIPMENT OF A TYPE GENERALLY USED IN STANDARD PILE DRIVING PRACTICE, OPERATED AT MANUFACTURER'S SPECIFIED RATE, TO DEVELOP THE REQUIRED RATED ENERGY PER BLOW. 7. PILES SHALL BE DRIVEN WITH A SINGLE-ACTING STEAM/AIR HAMMER HAVING PILES SHALL BE DRIVEN WITH A SINGLE-ACTING STEAM/AIR HAMMER HAVING A MINIMUM RATED ENERGY OF 15,000 FOOT-POUNDS PER BLOW. THE HAMMER SHALL BE IN GOOD OPERATING CONDITION AND BE CAPABLE OF EFFICIENTLY DELIVERING THE RATED ENERGY TO THE PILE. THE HAMMER SHALL BE OUTFITTED WITH A CAST STEEL OR STRUCTURAL STEEL DRIVING CAP WITH A CUSHION AND BASE CONFORMING TO THE PILE SHAPE. THE BEARING SURFACES OF THE CAP SHALL BE MAINTAINED IN A CLEAN, SMOOTH & TRUE CONDITION AT ALL TIMES. CONSIDERATION WILL BE GIVEN TO ALTERNATIVE EQUIPMENT SHOULD SUCH EQUIPMENT BE DEEMED APPROPRIATE BY THE CONTRACTOR DUE TO SPECIFIC SITE CONDITIONS, PROTECTION OF EXISTING FACILITIES OR OTHER FACTORS. 8. PILES WILL BE DRIVEN WITH RIGID-TYPE PILE DRIVER LEADS OR BY OTHER PILES WILL BE DRIVEN WITH RIGID-TYPE PILE DRIVER LEADS OR BY OTHER MEANS THAT WILL HOLD THE PILE FIRMLY IN POSITION & ALIGNMENT, & IN AXIAL ALIGNMENT WITH THE HAMMER. THE LEADS WILL BE CONSTRUCTED TO PERMIT THE FULL WEIGHT OF THE HAMMER TO FREELY REST ON THE PILE DURING DRIVING. THE USE OF FREE-SWINGING OR FLYING HAMMERS AND FOLLOWERS WILL NOT BE PERMITTED. 9. PILES SHALL BE DRIVEN INTO THE BEARING STRATA UNTIL THE FINAL PILES SHALL BE DRIVEN INTO THE BEARING STRATA UNTIL THE FINAL DRIVING RESISTANCE IS ACHIEVED. THE FINAL DRIVING RESISTANCE SHALL BE AT LEAST THAT RESISTANCE CORRESPONDING TO THE SPECIFIED DESIGN LOAD AS DETERMINED BY THE WAVE EQUATION ANALYSIS AND CONFIRMED BY PDA TESTING & CAPWAP ANALYSIS. TIMBER PILES: 30 TON WORKING, 60 TON ULTIMATE PIPE PILES: 40 TON WORKING; 80 TON ULTIMATE HEADWALL PIPE PILES: 70 TON WORKING; 140 ULTIMATE 10. OBSTRUCTIONS ENCOUNTERED DURING THE COURSE OF DRIVING SHALL BE OBSTRUCTIONS ENCOUNTERED DURING THE COURSE OF DRIVING SHALL BE REMOVED BY EXCAVATION. EXCESSIVE DRIVING TO PENETRATE OBSTRUCTIONS WILL NOT BE PERMITTED IN ORDER TO MINIMIZE PILE DAMAGE. 11. PRE-AUGERING OR OTHER APPROVED METHODS MAY BE USED TO ADVANCE PRE-AUGERING OR OTHER APPROVED METHODS MAY BE USED TO ADVANCE THE PILES BUT FINAL SET SHALL BE ACHIEVED BY STANDARD DRIVING METHODS AS ABOVE. ADJUSTMENT OF THE FINAL DRIVING RESISTANCE WILL BE MADE TO COMPENSATE FOR THE RESISTANCE IN THE OVERBURDEN AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 12. PILE DRIVING SHOULD START AT AND PROGRESS AWAY FROM EXISTING PILE DRIVING SHOULD START AT AND PROGRESS AWAY FROM EXISTING STRUCTURES. 13. ALL PILES WILL BE MARKED BY THE CONTRACTOR BEFORE DRIVING BY ALL PILES WILL BE MARKED BY THE CONTRACTOR BEFORE DRIVING BY PAINTING A HORIZONTAL LINE AT 1 FOOT INTERVALS. DRIVING OPERATIONS WILL BE CONDUCTED SO AS NOT TO OBSCURE THE MARKINGS. 14. PILES SHALL BE DRIVEN SO AS TO CAREFULLY MAINTAIN THE CENTER OF PILES SHALL BE DRIVEN SO AS TO CAREFULLY MAINTAIN THE CENTER OF GRAVITY OF EACH GROUP OR CLUSTER OF PILES TO CONFORM TO THE LOCATIONS SHOWN ON THE DRAWINGS. PILES SHALL BE DRIVEN WITHIN 6 INCHES OF THE LOCATION INDICATED FOR THE CENTER OF GRAVITY OF EACH SINGLE PILE OR PILE GROUP. CONTRACTOR SHALL FURNISH A SURVEY TO DEFINE AS- DRIVEN PILE LOCATIONS. WHERE PILES, AS DRIVEN, EXCEED THE TOLERANCES STATED ABOVE THE ENGINEER SHALL BE CONSULTED FOR REDESIGN OF THE PILE CAP AND/OR DRIVING OF ADDITIONAL PILES. 15. PILES WILL BE DRIVEN SO AS TO MAINTAIN THE VERTICALITY OF 2 INCHES PILES WILL BE DRIVEN SO AS TO MAINTAIN THE VERTICALITY OF 2 INCHES IN 10 FEET FROM THE VERTICAL AS A FINAL CRITERION & A MAXIMUM OF 6 INCHES MEASURED WHEN THE PILE IS ABOVE GROUND, IN THE LEADS. THE LEADS AND THE PILE SHOULD BE CAREFULLY ALIGNED VERTICALLY BEFORE DRIVING. DURING DRIVING, EXERCISE CARE TO PREVENT AND TO CORRECT ANY TENDENCY OF PILES TO TWIST OR ROTATE. 16. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN RECORDS OF LEVEL THE CONTRACTOR SHALL PROVIDE AND MAINTAIN RECORDS OF LEVEL SURVEY OBSERVATIONS MADE DURING PILE DRIVING TO DETERMINE WHETHER A DRIVEN PILE HAS LIFTED FROM ITS ORIGINAL SEAT (HEAVED) DURING THE DRIVING OF ADJACENT PILES. IF UPLIFT OCCURS, CONTRACTOR WILL REDRIVE THE AFFECTED PILES TO A POINT ELEVATION AT LEAST AS DEEP AS THE ORIGINAL POINT ELEVATION WITH A DRIVING RESISTANCE AT LEAST AS GREAT AS THE ORIGINAL DRIVING RESISTANCE. 17. PILES WILL BE DRIVEN SO AS NOT TO SUBJECT THEM TO EXCESSIVE AND PILES WILL BE DRIVEN SO AS NOT TO SUBJECT THEM TO EXCESSIVE AND UNDUE ABUSE. ANY PILE BROKEN, BENT, BUCKLED, ETC., BY REASON OF INTERNAL DEFECTS OR BY IMPROPER DRIVING WILL BE CONSIDERED DAMAGED. DAMAGED PILES AND PILES DRIVEN OUT OF LOCATION WILL BE REJECTED AND NOT INCLUDED IN THE WORK. 18. PILES REJECTED AFTER DRIVING MAY BE ABANDONED & CUT OFF OR PILES REJECTED AFTER DRIVING MAY BE ABANDONED & CUT OFF OR WITHDRAWN AS REQUIRED BY THE GEOTECHNICAL ENGINEER. AS REQUIRED BY THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND PROPER DISPOSAL OF ALL PILES THAT ARE REMOVED OR CUT OFF DUE TO DAMAGE. ADDITIONAL PILES WILL BE DRIVEN TO REPLACE THE REJECTED PILES AT NEW DESIGNATED LOCATIONS. SUCH CORRECTIVE CONSTRUCTION & PROPOSED RELOCATION WILL BE APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER. 19. CONTRACTOR SHALL CONSULT WITH THE OWNER'S GEOTECHNICAL CONTRACTOR SHALL CONSULT WITH THE OWNER'S GEOTECHNICAL ENGINEER TO DETERMINE MINIMUM REQUIRED DEPTH OF PENETRATION OF PILES IN EACH AREA WHERE PILES ARE BEING DRIVEN. 20. DYNAMIC PILE TESTING (PDA) SHALL BE PERFORMED BY THE DYNAMIC PILE TESTING (PDA) SHALL BE PERFORMED BY THE CONTRACTOR DURING INITIAL DRIVING ON THE FIRST PRODUCTION PILE DRIVEN TO ASSESS PILE INSTALLATION STRESSES & INTEGRITY AS WELL AS TO EVALUATE PILE CAPACITY. CAPWAP ANALYSIS OF THE DYNAMIC PILE TESTING DATA SHALL BE PERFORMED FOR DRIVE SYSTEM PERFORMANCE AND CAPACITY EVALUATION & SUBMITTED TO THE OWNER'S GEOTECHNICAL ENGINEER FOR REVIEW PRIOR TO CONTINUED DRIVING OF PRODUCTION PILES. PERFORM PDA TESTS ON ALL INDICATOR PILES. PERFORM PDAS ON 5%, BUT NOT LESS THAN 2, OF THE PRODUCTION PILES OF EACH TYPE AND LOAD CLASS. HELICAL PILES: 1. ALL PILES SHALL BE HELICAL 1 " ROUND CORNER SQUARE SHAFT ALL PILES SHALL BE HELICAL 1 " ROUND CORNER SQUARE SHAFT 34" ROUND CORNER SQUARE SHAFT PULLDOWN MICROPILES (HPM) AND APPURTENANCES. HPMS ARE ALL APPURTENANCES. HPMS ARE ALL TO BE INSTALLED BY A FACTORY CERTIFIED INSTALLER. CONTRACTOR SHALL SUBMIT COPY OF CERTIFICATION AND CUT SHEETS OF PROPOSED PILES TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO START OF WORK. PILE MANUFACTURER SHALL HAVE AN ICC-ESR FOR THE PRINCIPAL PILE COMPONENTS. 2. EACH HPM SHALL HAVE A LEAD SECTION WITH 3 HELIXES OF 8 INCH, 10 EACH HPM SHALL HAVE A LEAD SECTION WITH 3 HELIXES OF 8 INCH, 10 INCH AND 12" DIAMETER. LEAD SECTIONS SHALL BE 5 OR 7 FEET LONG. HELICAL PILE EXTENSIONS SHALL BE 5 FEET LONG. LEAD SECTIONS AND EXTENSIONS SHALL HAVE A MINIMUM ASO ALLOWABLE STRENGTH TORQUE CAPACITY OF 10,400 LB-FT. EACH HPM SHALL HAVE A WORKING LOAD CAPACITY OF 20 KIPS AND AN ULTIMATE CAPACITY OF 60 KIPS. 3. HPMS SHALL HAVE A 5 INCH LEAD DISPLACEMENT PLATE AND 5 INCH HPMS SHALL HAVE A 5 INCH LEAD DISPLACEMENT PLATE AND 5 INCH EXTENSION DISPLACEMENT PLATES FOR EVERY DISPLACEMENT PLATE 4. GROUT SHALL BE MIXED WITH EQUIPMENT CAPABLE OF PROVIDING A GROUT SHALL BE MIXED WITH EQUIPMENT CAPABLE OF PROVIDING A STEADY SUPPLY AT THE REQUIRED LEVEL OF PRODUCTION. PREPACKAGED GROUT SHALL HAVE THE WATER-CEMENT RATIO RECOMMENDED BY THE MANUFACTURER. NEAT CEMENT GROUT SHALL HAVE A WATER-CEMENT RATIO BETWEEN 0.4 AND 0.5. 5. HPMS, EXTENSIONS AND APPURTENANCES SHALL BE HOT-DIPPED HPMS, EXTENSIONS AND APPURTENANCES SHALL BE HOT-DIPPED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A123 AND/OR ASTM A153. 6. ALL PILE INSTALLATION OPERATIONS SHALL BE SUPERVISED BY A LICENSED ALL PILE INSTALLATION OPERATIONS SHALL BE SUPERVISED BY A LICENSED PROFESSIONAL ENGINEER. THE INSPECTOR SHALL KEEP A COMPLETE RECORD OF THE PILE INSTALLATION OPERATION. 7. HPMS SHALL ATTAIN A MINIMUM DEPTH OF 20 FEET, WITH AN ANTICIPATED HPMS SHALL ATTAIN A MINIMUM DEPTH OF 20 FEET, WITH AN ANTICIPATED DRIVING DEPTH OF 40 FEET WITH A MINIMUM TORQUE OF 6,000 LB/FT. (OR AS SPECIFIED IN THE MANUFACTURER'S ESR) TO ATTAIN THE REQUIRED LOAD CAPACITY SUBJECT TO THE FOLLOWING PROVISIONS: A. IF THE MINIMUM TORQUE REQUIREMENT HAS NOT BEEN SATISFIED AT IF THE MINIMUM TORQUE REQUIREMENT HAS NOT BEEN SATISFIED AT THE TARGET DEPTH LEVEL, THE CONTRACTOR SHALL INSTALL THE HPM DEEPER USING ADDITIONAL EXTENSIONS UNTIL THE SPECIFIED TORQUE LEVEL IS OBTAINED. IF THE MINIMUM TORQUE IS ACHIEVED BEFORE THE TARGET ELEVATION IS REACHED, THE HPM SHALL EXTEND TO THE TARGET ELEVATION. B. HPMS EXCEEDING THE MAXIMUM RATED TORQUE CAPACITY BUT NOT HPMS EXCEEDING THE MAXIMUM RATED TORQUE CAPACITY BUT NOT ACHIEVING THE REQUIRED TARGET DEPTH SHOULD BE EVALUATED BY THE GEOTECHNICAL ENGINEER TO DETERMINE THEIR ACCEPTABILITY. CONTRACTOR MAYBE REQUIRED TO PREDRILL TO REMOVE OBSTRUCTIONS. ANY PILES LESS THAN THE REQUIRED DEPTH SHALL REQUIRE SPECIFIC ACCEPTANCE BY THE ENGINEER. 8. HPMS SHOULD BE INSTALLED AS SHOWN ON THE ENGINEER'S PLAN. ALL HPMS SHOULD BE INSTALLED AS SHOWN ON THE ENGINEER'S PLAN. ALL CHANGES IN PILE LOCATION MUST BE APPROVED BY THE ENGINEER. 9. IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING INSTALLATION, IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING INSTALLATION, THE CONTRACTOR SHALL HAVE THE OPTION OF REMOVING THE OBSTRUCTION, IF POSSIBLE, OR RELOCATING THE HPM WITH THE ENGINEER'S APPROVAL. THE LATTER OPTION MAY REQUIRE THE RELOCATION OF ADJACENT HPMS. 10. THE HPMS SHALL BE CONNECTED TO THE STRUCTURE USING THE NEW THE HPMS SHALL BE CONNECTED TO THE STRUCTURE USING THE NEW CONSTRUCTION CAPS AS SHOWN ON ENGINEER'S PLAN. THESE CONNECTION DEVICES SHALL BE CAPABLE OF SAFETY TRANSFERRING THE STRUCTURAL LOADS TO THE HPM. 11. WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH HPM. WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH HPM. THESE RECORDS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: A. PROJECT NAME AND/OR LOCATION. PROJECT NAME AND/OR LOCATION. B. NAME OF CONTRACTOR'S FOREPERSON OR REPRESENTATIVE WHO NAME OF CONTRACTOR'S FOREPERSON OR REPRESENTATIVE WHO WITNESSED THE INSTALLATION. C. DATE AND TIME OF INSTALLATION. DATE AND TIME OF INSTALLATION. D. LOCATION AND REFERENCE NUMBER OF EACH HPM. LOCATION AND REFERENCE NUMBER OF EACH HPM. E. DESCRIPTION OF LEAD SECTION AND EXTENSIONS INSTALLED. DESCRIPTION OF LEAD SECTION AND EXTENSIONS INSTALLED. F. OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM BOTTOM OF OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM BOTTOM OF SLAB OR FOOTING. G. TORQUE READING FOR THE LAST 3 FEET OF INSTALLATION IF TORQUE READING FOR THE LAST 3 FEET OF INSTALLATION IF PRACTICAL. IN LIEU OF THIS REQUIREMENT, THE TERMINAL TORQUE SHALL BE RECORDED AS A MINIMUM. H. ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION A ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION A REPORT OF INSPECTIONS SHALL BE SUBMITTED TO THE CONSTRUCTION OFFICIAL UPON COMPLETION OF THE WORK. 12. ANY VOID AROUND THE UPPER PORTION OF AN HPM SHALL BE BACKFILLED ANY VOID AROUND THE UPPER PORTION OF AN HPM SHALL BE BACKFILLED WITH GROUT.
AutoCAD SHX Text
THE GOLDSTEIN PARTNERSHIP ARCHITECTS 515 VALLEY STREET, SUITE 110, MAPLEWOOD, NJ 07040 OFC: 973-761-4550
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
THIS DRAWING IS
AutoCAD SHX Text
INCOMPLETE UNLESS
AutoCAD SHX Text
CONTRACT DOCUMENTS.
AutoCAD SHX Text
USED WITH ALL OTHER
AutoCAD SHX Text
COPYRIGHT © 2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.
AutoCAD SHX Text
DWN: WM
AutoCAD SHX Text
CKD: AK
AutoCAD SHX Text
SCALE: N.T.S.
AutoCAD SHX Text
WWW.GOLDSTEIN-ARCHITECTS.COM
AutoCAD SHX Text
NEW MUNICIPAL BUILDING BOROUGH OF SHIP BOTTOM SHIP BOTTOM, NJ 08008
AutoCAD SHX Text
FRANK H. LEHR ASSOCIATES, SITE & CIVIL ENGINEERS SITE & CIVIL ENGINEERS 101 SOUTH HARRISON ST. EAST ORANGE, NJ 07018 T: (973) 673-2520 F: (973) 673-6623
AutoCAD SHX Text
OMDEX, INC., MECHANICAL & ELECTRICAL ENGINEERS MECHANICAL & ELECTRICAL ENGINEERS 21 CROSS AVE. MIDLAND PARK, NJ 07432 T: (201) 444-0753 F: (201) 444-0839
AutoCAD SHX Text
ALLAN KLEIN, PE., STRUCTURAL ENGINEERS , STRUCTURAL ENGINEERS 1044 ROUTE 22 WEST, MOUNTAINSIDE, NJ 07092 OFC: 908-232-8500
AutoCAD SHX Text
ALLAN KLEIN, PE
AutoCAD SHX Text
NJ LICENSE 24 GE02767300
AutoCAD SHX Text
STRUCTURAL NOTES 2
AutoCAD SHX Text
S-2
AutoCAD SHX Text
DATE: 05/01/20
AutoCAD SHX Text
SHEET 15 OF 74
PILE CAPS AND HELICAL PILES
PILE CAP SCHEDULE
PILE CAP LAYOUTS
8 PILE CAP 9 PILE CAP
5 PILE CAP
2 PILE CAP 3 PILE CAP
4 PILE CAP 6 PILE CAP
TYPICAL PILE CAP AND GRADE BEAM
PILE CAP, GRADE BEAM & PEDESTAL OFFSET
PEDESTAL REINFORCEMENT
PLAN
ELEVATION
©
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
1.4
AutoCAD SHX Text
1.6
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.6
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
0.8
AutoCAD SHX Text
0
AutoCAD SHX Text
1.3
AutoCAD SHX Text
3.7
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.9
AutoCAD SHX Text
2.8
AutoCAD SHX Text
1.7
AutoCAD SHX Text
3.2
AutoCAD SHX Text
D.4
AutoCAD SHX Text
D.6
AutoCAD SHX Text
1002
AutoCAD SHX Text
1043
AutoCAD SHX Text
1044
AutoCAD SHX Text
1045
AutoCAD SHX Text
1003
AutoCAD SHX Text
1046
AutoCAD SHX Text
1047
AutoCAD SHX Text
1007
AutoCAD SHX Text
1054
AutoCAD SHX Text
1053
AutoCAD SHX Text
1052
AutoCAD SHX Text
1055
AutoCAD SHX Text
1004
AutoCAD SHX Text
1048
AutoCAD SHX Text
1049
AutoCAD SHX Text
1006
AutoCAD SHX Text
1058
AutoCAD SHX Text
1057
AutoCAD SHX Text
1061
AutoCAD SHX Text
1056
AutoCAD SHX Text
1032
AutoCAD SHX Text
1050
AutoCAD SHX Text
1051
AutoCAD SHX Text
1005
AutoCAD SHX Text
1017
AutoCAD SHX Text
1008
AutoCAD SHX Text
1026
AutoCAD SHX Text
1041
AutoCAD SHX Text
1040
AutoCAD SHX Text
1011
AutoCAD SHX Text
1042
AutoCAD SHX Text
1062
AutoCAD SHX Text
1034
AutoCAD SHX Text
1059
AutoCAD SHX Text
1060
AutoCAD SHX Text
1038
AutoCAD SHX Text
1063
AutoCAD SHX Text
1037
AutoCAD SHX Text
1036
AutoCAD SHX Text
1035
AutoCAD SHX Text
1033
AutoCAD SHX Text
1064
AutoCAD SHX Text
1065
AutoCAD SHX Text
1039
AutoCAD SHX Text
1014
AutoCAD SHX Text
1029
AutoCAD SHX Text
1020
AutoCAD SHX Text
1023
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
1 -
AutoCAD SHX Text
D.8
AutoCAD SHX Text
D.2
AutoCAD SHX Text
1.1
AutoCAD SHX Text
1.6
AutoCAD SHX Text
D.8
AutoCAD SHX Text
D.2
AutoCAD SHX Text
3.9
AutoCAD SHX Text
3.3
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
A.7
AutoCAD SHX Text
B.2
AutoCAD SHX Text
B.3
AutoCAD SHX Text
B.4
AutoCAD SHX Text
B.5
AutoCAD SHX Text
B.7
AutoCAD SHX Text
C.3
AutoCAD SHX Text
C.5
AutoCAD SHX Text
HELICAL PILE (TYP) SPACED 3'-0" O.C.
AutoCAD SHX Text
(TYP)
AutoCAD SHX Text
COLUMN NUMBER NUMBER OF PILES LENGTH (FT.) WIDTH (FT.) THICKNESS (FT.) X DIM. BAR SIZE/SPACING Z DIM BAR SIZE/SPACING NUMBER OF PILES LENGTH (FT.) WIDTH (FT.) THICKNESS (FT.) X DIM. BAR SIZE/SPACING Z DIM BAR SIZE/SPACING LENGTH (FT.) WIDTH (FT.) THICKNESS (FT.) X DIM. BAR SIZE/SPACING Z DIM BAR SIZE/SPACING WIDTH (FT.) THICKNESS (FT.) X DIM. BAR SIZE/SPACING Z DIM BAR SIZE/SPACING THICKNESS (FT.) X DIM. BAR SIZE/SPACING Z DIM BAR SIZE/SPACING X DIM. BAR SIZE/SPACING Z DIM BAR SIZE/SPACING Z DIM BAR SIZE/SPACING 1005, 1032, 1034, 1038, 2 4'-0" 7'-0" 2'-0" #6@10" #7@12" 2 4'-0" 7'-0" 2'-0" #6@10" #7@12" 4'-0" 7'-0" 2'-0" #6@10" #7@12" 7'-0" 2'-0" #6@10" #7@12" 2'-0" #6@10" #7@12" #6@10" #7@12" #7@12" 1039, 1042, 1062, 1063, 1064, 1065 1033, 1035, 1036, 1037, 3 6'-8" 7'-0" 2'-2" #6@6" #6@18" 6'-8" 7'-0" 2'-2" #6@6" #6@18" 7'-0" 2'-2" #6@6" #6@18" 2'-2" #6@6" #6@18" #6@6" #6@18" #6@18" 1043, 1044, 1048, 1049 1002, 1045, 1046, 1047, 4 7'-0" 7'-0" 2'-0" #7@12" 4 7'-0" 7'-0" 2'-0" #7@12" 7'-0" 7'-0" 2'-0" #7@12" 7'-0" 2'-0" #7@12" 2'-0" #7@12" #7@12" 1050, 1051, 1052, 1053, BOTH WAYS BOTH WAYS 1056, 1057, 1058, 1061 1003, 1004, 1006, 1007, 5 8'-3" 8'-3" 2'-0" #7@12" 5 8'-3" 8'-3" 2'-0" #7@12" 8'-3" 8'-3" 2'-0" #7@12" 8'-3" 2'-0" #7@12" 2'-0" #7@12" #7@12" 1054, 1055 BOTH WAYS BOTH WAYS 1008, 1029, 1040, 1041, 6 7'-0" 10'-0" 2'-5" #8@12" 6 7'-0" 10'-0" 2'-5" #8@12" 7'-0" 10'-0" 2'-5" #8@12" 10'-0" 2'-5" #8@12" 2'-5" #8@12" #8@12" 1059, 1060 BOTH WAYS BOTH WAYS 1011, 1026 8 7'-0" 13'-0" 2'-5" #8@12" 8 7'-0" 13'-0" 2'-5" #8@12" 7'-0" 13'-0" 2'-5" #8@12" 13'-0" 2'-5" #8@12" 2'-5" #8@12" #8@12" BOTH WAYS 1014, 1017, 1020, 1023 9 10'-0" 10'-0" 2'-5" #8@12" 9 10'-0" 10'-0" 2'-5" #8@12" 10'-0" 10'-0" 2'-5" #8@12" 10'-0" 2'-5" #8@12" 2'-5" #8@12" #8@12" BOTH WAYS
AutoCAD SHX Text
12" PILE(TYP)
AutoCAD SHX Text
24"x24" PEDESTAL
AutoCAD SHX Text
12" PILE(TYP)
AutoCAD SHX Text
24"x24" PEDESTAL
AutoCAD SHX Text
12" PILE(TYP)
AutoCAD SHX Text
24"x24" PEDESTAL
AutoCAD SHX Text
12" PILE(TYP)
AutoCAD SHX Text
24"x24" PEDESTAL
AutoCAD SHX Text
12" PILE(TYP)
AutoCAD SHX Text
24"x24" PEDESTAL
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
3 -
AutoCAD SHX Text
12" PILE(TYP)
AutoCAD SHX Text
24"x24" PEDESTAL
AutoCAD SHX Text
12" PILE(TYP)
AutoCAD SHX Text
24"x24" PEDESTAL
AutoCAD SHX Text
~
AutoCAD SHX Text
(SEE PILE CAP SCHEDULE)
AutoCAD SHX Text
(SEE PILE CAP SCHEDULE)
AutoCAD SHX Text
12" TIMBER PILE(TYP)
AutoCAD SHX Text
COLUMNS VARY (SEE PLAN)
AutoCAD SHX Text
PEDESTAL
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
4 -
AutoCAD SHX Text
SLAB REINFORCEMENT NOT SHOWN (SEE PLAN)
AutoCAD SHX Text
TOP BARS SEE GRADE BEAM SCHEDULE
AutoCAD SHX Text
BOTTOM BARS SEE GRADE BEAM SCHEDULE
AutoCAD SHX Text
#3 STIRRUPS @ 10"
AutoCAD SHX Text
#3 SLAB TIES @ 20"
AutoCAD SHX Text
SEE SCHEDULE FOR PILE CAP REINFORCEMENT
AutoCAD SHX Text
#6 BAR IN " HOLE 78" HOLE(TYP)
AutoCAD SHX Text
D.8
AutoCAD SHX Text
1.1
AutoCAD SHX Text
HSS8x8x STAIR 12 STAIR TOWER COLUMN EL. 0'-0"
AutoCAD SHX Text
BUILDING GRID LINE EL. 0'-0" (TYP)
AutoCAD SHX Text
COLUMN AND GRADE BEAM AT STAIR TOWER COLUMNS EL. -1'-4"
AutoCAD SHX Text
COLUMN BASEPLATE EL. -1'-4"
AutoCAD SHX Text
GRADE BEAM (TYP)
AutoCAD SHX Text
PEDESTAL
AutoCAD SHX Text
~
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
2 -
AutoCAD SHX Text
THE RAKED STAIR TOWER COLUMNS REQUIRE OFFSET PILE CAPS, GRADE BEAMS, PEDESTALS AND COLUMN BASE PLATES. COLUMN D.8-1.1 SHOWN, OTHER STAIR TOWER COLUMNS SIMILAR EXCEPT THAT DIRECTION OF OFFSET VARIES.
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
5 -
AutoCAD SHX Text
#3 TIES @ 10" TOP 3 TIES SPACED @ 3"
AutoCAD SHX Text
(12) #6 BARS
AutoCAD SHX Text
PILE CAP, SEE SCHEDULE FOR REINFORCEMENT
AutoCAD SHX Text
~
AutoCAD SHX Text
GRADE BEAM, SEE PLAN FOR REINFORCEMENT
AutoCAD SHX Text
~
AutoCAD SHX Text
#3 TIES @ 10"
AutoCAD SHX Text
(4) #5 BARS
AutoCAD SHX Text
(12) #6 BARS
AutoCAD SHX Text
THE GOLDSTEIN PARTNERSHIP ARCHITECTS 515 VALLEY STREET, SUITE 110, MAPLEWOOD, NJ 07040 OFC: 973-761-4550
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
THIS DRAWING IS
AutoCAD SHX Text
INCOMPLETE UNLESS
AutoCAD SHX Text
CONTRACT DOCUMENTS.
AutoCAD SHX Text
USED WITH ALL OTHER
AutoCAD SHX Text
COPYRIGHT © 2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.
AutoCAD SHX Text
DWN: WM
AutoCAD SHX Text
CKD: AK
AutoCAD SHX Text
SCALE: AS NOTED
AutoCAD SHX Text
WWW.GOLDSTEIN-ARCHITECTS.COM
AutoCAD SHX Text
FRANK H. LEHR ASSOCIATES, SITE & CIVIL ENGINEERS SITE & CIVIL ENGINEERS 101 SOUTH HARRISON ST. EAST ORANGE, NJ 07018 T: (973) 673-2520 F: (973) 673-6623
AutoCAD SHX Text
OMDEX, INC., MECHANICAL & ELECTRICAL ENGINEERS MECHANICAL & ELECTRICAL ENGINEERS 21 CROSS AVE. MIDLAND PARK, NJ 07432 T: (201) 444-0753 F: (201) 444-0839
AutoCAD SHX Text
ALLAN KLEIN, PE., STRUCTURAL ENGINEERS , STRUCTURAL ENGINEERS 1044 ROUTE 22 WEST, MOUNTAINSIDE, NJ 07092 OFC: 908-232-8500
AutoCAD SHX Text
ALLAN KLEIN, PE
AutoCAD SHX Text
NJ LICENSE 24 GE02767300
AutoCAD SHX Text
PILE CAP PLAN PILE CAP LAYOUTS
AutoCAD SHX Text
S-3
AutoCAD SHX Text
NEW MUNICIPAL BUILDING BOROUGH OF SHIP BOTTOM SHIP BOTTOM, NJ 08008
AutoCAD SHX Text
DATE: 05/01/20
AutoCAD SHX Text
SHEET 16 OF 74
GRADE BEAMS
P6
P10
P20
P28
P17
P7
P25
P52
P47
P51P50P49
P44
P41P40P39P38
P5P4P3
P9P8
P19P18
P26 P27
P14 P15 P16P13
P21 P23P22
P46P45
P24
P48P43
P37 P42
P29
P33 P34
P30
P1
P11
P2
P12
P31 P32
P35 P36
B1 B2 B3 B4 B5
B6 B7 B8 B9
B10 B11
B12 B13 B14
B15 B16 B17
B18 B19 B20
B21 B22 B23
B24 B25 B26
B27 B28
B37 B38
B40 B41 B42
B44 B45 B46 B47
B49 B50 B51
B52
B53
B54
B55
B56
B57
B58
B61
B62
B66
B67
B68
B69
B70
B71
B72
B73
B74
B75
B76
B77
B78
B79
B80
B81
B82
B83
B84
B85
B86
B87
B88
B89
B90
B91
B92
B93
B96
B101
B102
B103
B104
B105
B106
B107
B108
B109
B110
B112
B113
B111
TYPICAL GRADE BEAM - SECTIONS
HELICAL PILE EMBEDMENT IN GRADE BEAM
SECTION THRU ELEVATOR PIT
FACING WEST
FACING NORTH
SECTION THRU ELEVATOR PIT
P39
B108
B109
B110
PARTIAL PLAN AT ELEVATOR PIT
B111
NEW CONSTRUCTION CAP
©
AutoCAD SHX Text
1.4
AutoCAD SHX Text
1.6
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.6
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
0
AutoCAD SHX Text
D.8
AutoCAD SHX Text
D.2
AutoCAD SHX Text
1.1
AutoCAD SHX Text
1.6
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
1 -
AutoCAD SHX Text
BXX = GRADE BEAM DESIGNATION PXX = PEDESTAL DESIGNATION NOTE: GRADE BEAMS ARE NOT CONSECUTIVELY NUMBERED
AutoCAD SHX Text
D.8
AutoCAD SHX Text
D.2
AutoCAD SHX Text
3.9
AutoCAD SHX Text
3.3
AutoCAD SHX Text
0.8
AutoCAD SHX Text
1.3
AutoCAD SHX Text
1.7
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.9
AutoCAD SHX Text
3.2
AutoCAD SHX Text
3.7
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
A.7
AutoCAD SHX Text
B.2
AutoCAD SHX Text
B.3
AutoCAD SHX Text
B.4
AutoCAD SHX Text
B.5
AutoCAD SHX Text
B.7
AutoCAD SHX Text
C.3
AutoCAD SHX Text
C.5
AutoCAD SHX Text
D.4
AutoCAD SHX Text
D.6
AutoCAD SHX Text
A.1
AutoCAD SHX Text
3 S-4
AutoCAD SHX Text
2 S-4
AutoCAD SHX Text
#3 STIRRUPS @ 10" (TYP)
AutoCAD SHX Text
TOP REINFORCEMENT (SEE GRADE BEAM SCHEDULE FOR SIZE AND NUMBER OF BARS)
AutoCAD SHX Text
#3 SLAB TIES @ 20" (TYP)
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
4 -
AutoCAD SHX Text
#3 STIRRUPS @ 10" (TYP)
AutoCAD SHX Text
BOTTOM REINFORCEMENT (SEE GRADE BEAM SCHEDULE FOR SIZE AND NUMBER OF BARS)
AutoCAD SHX Text
TOP REINFORCEMENT (SEE GRADE BEAM SCHEDULE FOR SIZE AND NUMBER OF BARS)
AutoCAD SHX Text
#3 SLAB TIES @ 20" (TYP)
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
5 -
AutoCAD SHX Text
GRADE BEAM
AutoCAD SHX Text
BOTTOM REINFORCEMENT (SEE GRADE BEAM SCHEDULE FOR SIZE AND NUMBER OF BARS)
AutoCAD SHX Text
2" BOTTOM COVER (TYP)
AutoCAD SHX Text
2" BOTTOM COVER (TYP)
AutoCAD SHX Text
HELICAL PULL DOWN PILE ALLOWABLE LOAD: 20,000 LBS ULTIMATE LOAD: 60,000 LBS
AutoCAD SHX Text
(3) #4 BARS
AutoCAD SHX Text
GRADE BEAM, PEDESTAL AND SLAB REINFORCEMENT PER PLAN
AutoCAD SHX Text
HELICAL PILE EMBEDMENT IN COLUMN PEDESTALS SIMILAR
AutoCAD SHX Text
SHAFTWALL ELEVATOR ENCLOSURE
AutoCAD SHX Text
GRADEBEAM (BEYOND)
AutoCAD SHX Text
~
AutoCAD SHX Text
ELEVATOR PIT SUPPORT BEAM
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
2 -
AutoCAD SHX Text
#3 TIES @ 12"
AutoCAD SHX Text
ELEVATOR PIT SLAB: #4 BARS @ 8" BOTH WAYS 6" THICK
AutoCAD SHX Text
GRADE BEAM (REINFORCEMENT NOT SHOWN FOR CLARITY, COLUMN PEDESTAL BEYOND)
AutoCAD SHX Text
HSS10x10x 58(BEYOND)
AutoCAD SHX Text
SHAFTWALL ELEVATOR ENCLOSURE
AutoCAD SHX Text
ELEVATOR PIT
AutoCAD SHX Text
~
AutoCAD SHX Text
ELEVATOR PIT SLAB SUPPORT BEAMS: 12"x12" (4) #5 BARS #3 TIES @ 12"
AutoCAD SHX Text
ELEVATOR PIT SLAB: #4 BARS @ 8" BOTH WAYS
AutoCAD SHX Text
TYP
AutoCAD SHX Text
ELEVATOR PIT SUMP (BEYOND)
AutoCAD SHX Text
SUMP FLOOR (BEYOND)
AutoCAD SHX Text
~
AutoCAD SHX Text
FIRST FLOOR SLAB (REINFORCEMENT NOT SHOWN)
AutoCAD SHX Text
FIRST FLOOR SLAB (REINFORCEMENT NOT SHOWN)
AutoCAD SHX Text
ELEVATOR PIT REINFORCEMENT: SUMP FLOOR SLAB: 4" THICK (3) #4 BARS BOTH WAYS SUMP WALL: 6" THICK #4 BARS @ 8" BOTH WAYS
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
3 -
AutoCAD SHX Text
ELEVATOR PIT SLAB SUPPORT BEAM: 12"X12" (4) #5 BARS #5 BARS #3 TIES @ 12"
AutoCAD SHX Text
2 S-4
AutoCAD SHX Text
3 S-4
AutoCAD SHX Text
2
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
6 -
AutoCAD SHX Text
PILE CAP AND PILES BELOW (TYP)
AutoCAD SHX Text
ELEVATOR PIT (EL. -1'-4")
AutoCAD SHX Text
~
AutoCAD SHX Text
ELEVATOR PIT SUMP
AutoCAD SHX Text
~
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
SHAFTWALL ENCLOSURE (SEE ARCH. PLANS)
AutoCAD SHX Text
COLUMN PEDESTAL
AutoCAD SHX Text
E
AutoCAD SHX Text
GRADE 80 STEEL PLATE
AutoCAD SHX Text
~
AutoCAD SHX Text
2.875" O.D. .203" WALL
AutoCAD SHX Text
COMPRESSIVE STRENGTH: 110 KIP TENSILE STRENGTH: 74 KIP
AutoCAD SHX Text
1 1/2" = 1'-0"
AutoCAD SHX Text
7 -
AutoCAD SHX Text
GRADE BEAM PLAN AND DETAILS
AutoCAD SHX Text
S-4
AutoCAD SHX Text
THE GOLDSTEIN PARTNERSHIP ARCHITECTS 515 VALLEY STREET, SUITE 110, MAPLEWOOD, NJ 07040 OFC: 973-761-4550
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
THIS DRAWING IS
AutoCAD SHX Text
INCOMPLETE UNLESS
AutoCAD SHX Text
CONTRACT DOCUMENTS.
AutoCAD SHX Text
USED WITH ALL OTHER
AutoCAD SHX Text
COPYRIGHT © 2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.
AutoCAD SHX Text
DWN: WM
AutoCAD SHX Text
CKD: AK
AutoCAD SHX Text
SCALE: AS NOTED
AutoCAD SHX Text
WWW.GOLDSTEIN-ARCHITECTS.COM
AutoCAD SHX Text
FRANK H. LEHR ASSOCIATES, SITE & CIVIL ENGINEERS SITE & CIVIL ENGINEERS 101 SOUTH HARRISON ST. EAST ORANGE, NJ 07018 T: (973) 673-2520 F: (973) 673-6623
AutoCAD SHX Text
OMDEX, INC., MECHANICAL & ELECTRICAL ENGINEERS MECHANICAL & ELECTRICAL ENGINEERS 21 CROSS AVE. MIDLAND PARK, NJ 07432 T: (201) 444-0753 F: (201) 444-0839
AutoCAD SHX Text
ALLAN KLEIN, PE., STRUCTURAL ENGINEERS , STRUCTURAL ENGINEERS 1044 ROUTE 22 WEST, MOUNTAINSIDE, NJ 07092 OFC: 908-232-8500
AutoCAD SHX Text
ALLAN KLEIN, PE
AutoCAD SHX Text
NJ LICENSE 24 GE02767300
AutoCAD SHX Text
NEW MUNICIPAL BUILDING BOROUGH OF SHIP BOTTOM SHIP BOTTOM, NJ 08008
AutoCAD SHX Text
DATE: 05/01/20
AutoCAD SHX Text
SHEET 17 OF 74
©
AutoCAD SHX Text
23-2L-#3
AutoCAD SHX Text
23-2L-#3
AutoCAD SHX Text
5-2L-#3
AutoCAD SHX Text
5-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB1
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB2
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB3
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB4
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB5
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB1:24"x39"
AutoCAD SHX Text
%%uB2:24"x39"
AutoCAD SHX Text
%%uB3:24"x39"
AutoCAD SHX Text
%%uB4:24"x39"
AutoCAD SHX Text
%%uB5:24"x39"
AutoCAD SHX Text
P1
AutoCAD SHX Text
P2
AutoCAD SHX Text
P3
AutoCAD SHX Text
P4
AutoCAD SHX Text
P5
AutoCAD SHX Text
P6
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB6 (LOC: 0" TO 206")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB6 (LOC: 206" To 276")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB7 (LOC: 0" TO 70")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB7 (LOC: 70" TO 206")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB7 (LOC: 206" To 276")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB8 (LOC: 0" TO 56")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB8 (LOC: 56" TO 166")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB8 (LOC: 166" To 222")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB9 (LOC: 0" TO 70")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB9 (LOC: 70" To 276")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB6:24"x39"
AutoCAD SHX Text
%%uB7:24"x39"
AutoCAD SHX Text
%%uB8:24"x39"
AutoCAD SHX Text
%%uB9:24"x39"
AutoCAD SHX Text
B52
AutoCAD SHX Text
P7
AutoCAD SHX Text
P8
AutoCAD SHX Text
P9
AutoCAD SHX Text
P10
AutoCAD SHX Text
23-2L-#3
AutoCAD SHX Text
23-2L-#3
AutoCAD SHX Text
5-2L-#3
AutoCAD SHX Text
5-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB10
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB11
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB10:24"x39"
AutoCAD SHX Text
%%uB11:24"x39"
AutoCAD SHX Text
P11
AutoCAD SHX Text
P12
AutoCAD SHX Text
B56
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB12 (LOC: 0" TO 70")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB12 (LOC: 70" TO 206")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB12 (LOC: 206" To 276")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB13 (LOC: 0" TO 56")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB13 (LOC: 56" TO 166")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB13 (LOC: 166" To 222")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB14 (LOC: 0" TO 70")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB14 (LOC: 70" To 276")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB12:24"x39"
AutoCAD SHX Text
%%uB13:24"x39"
AutoCAD SHX Text
%%uB14:24"x39"
AutoCAD SHX Text
P13
AutoCAD SHX Text
P14
AutoCAD SHX Text
P15
AutoCAD SHX Text
P16
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB15 (LOC: 0" TO 206")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB15 (LOC: 206" To 276")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB16 (LOC: 0" TO 56")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB16 (LOC: 56" TO 166")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB16 (LOC: 166" To 222")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB17 (LOC: 0" TO 70")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB17 (LOC: 70" To 276")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB15:24"x39"
AutoCAD SHX Text
%%uB16:24"x39"
AutoCAD SHX Text
%%uB17:24"x39"
AutoCAD SHX Text
P17
AutoCAD SHX Text
P18
AutoCAD SHX Text
P19
AutoCAD SHX Text
P20
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB18
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB19
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB20
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB18:24"x39"
AutoCAD SHX Text
%%uB19:24"x39"
AutoCAD SHX Text
%%uB20:24"x39"
AutoCAD SHX Text
P21
AutoCAD SHX Text
P22
AutoCAD SHX Text
P23
AutoCAD SHX Text
P24
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB21
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB22
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB23
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB21:24"x39"
AutoCAD SHX Text
%%uB22:24"x39"
AutoCAD SHX Text
%%uB23:24"x39"
AutoCAD SHX Text
B53
AutoCAD SHX Text
B74
AutoCAD SHX Text
B85
AutoCAD SHX Text
B103
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB24 (LOC: 0" TO 70")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB24 (LOC: 70" TO 206")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB24 (LOC: 206" To 276")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB25 (LOC: 0" TO 38")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB25 (LOC: 38" TO 56")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB25 (LOC: 56" TO 166")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB25 (LOC: 166" TO 184")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB25 (LOC: 184" To 222")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB26 (LOC: 0" TO 70")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB26 (LOC: 70" TO 206")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB26 (LOC: 206" To 276")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#6
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB24:24"x39"
AutoCAD SHX Text
%%uB25:24"x39"
AutoCAD SHX Text
%%uB26:24"x39"
AutoCAD SHX Text
P25
AutoCAD SHX Text
P26
AutoCAD SHX Text
P27
AutoCAD SHX Text
P28
AutoCAD SHX Text
16-2L-#3
AutoCAD SHX Text
16-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB27
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB27:24"x39"
AutoCAD SHX Text
P29
AutoCAD SHX Text
P30
AutoCAD SHX Text
%%uB28
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB28:24"x39"
AutoCAD SHX Text
P31
AutoCAD SHX Text
P32
AutoCAD SHX Text
13-2L-#3
AutoCAD SHX Text
13-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB37
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB37:24"x39"
AutoCAD SHX Text
P33
AutoCAD SHX Text
P34
AutoCAD SHX Text
13-2L-#3
AutoCAD SHX Text
13-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB38
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB38:24"x39"
AutoCAD SHX Text
P35
AutoCAD SHX Text
P36
AutoCAD SHX Text
10-2L-#3
AutoCAD SHX Text
10-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
10-2L-#3
AutoCAD SHX Text
10-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
7-#5
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
7-#5
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB40 (LOC: 0" TO 56")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB40 (LOC: 56" To 84")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB41 (LOC: 0" TO 38")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB41 (LOC: 38" TO 56")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB41 (LOC: 56" TO 166")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB41 (LOC: 166" TO 184")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB41 (LOC: 184" To 222")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB42 (LOC: 0" TO 28")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB42 (LOC: 28" To 84")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%UB39:24"x39"
AutoCAD SHX Text
%%uB40:24"x39"
AutoCAD SHX Text
%%uB41:24"x39"
AutoCAD SHX Text
%%uB42:24"x39"
AutoCAD SHX Text
P38
AutoCAD SHX Text
P39
AutoCAD SHX Text
P40
AutoCAD SHX Text
P41
AutoCAD SHX Text
6-2L-#3
AutoCAD SHX Text
6-2L-#3
AutoCAD SHX Text
10-2L-#3
AutoCAD SHX Text
10-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
10-2L-#3
AutoCAD SHX Text
10-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
5-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
5-#4
AutoCAD SHX Text
%%uB44
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB45
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB46 (LOC: 0" TO 38")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB46 (LOC: 38" TO 184")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
5-#4
AutoCAD SHX Text
5-#4
AutoCAD SHX Text
%%uB46 (LOC: 184" To 222")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB47
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB44:24"x39"
AutoCAD SHX Text
%%uB45:24"x39"
AutoCAD SHX Text
%%uB46:24"x39"
AutoCAD SHX Text
%%uB47:24"x39"
AutoCAD SHX Text
P43
AutoCAD SHX Text
P44
AutoCAD SHX Text
P45
AutoCAD SHX Text
P46
AutoCAD SHX Text
P47
AutoCAD SHX Text
10-2L-#3
AutoCAD SHX Text
10-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
24-2L-#3
AutoCAD SHX Text
10-2L-#3
AutoCAD SHX Text
10-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB49
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB50
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB51
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB49:24"x39"
AutoCAD SHX Text
%%uB50:24"x39"
AutoCAD SHX Text
%%uB51:24"x39"
AutoCAD SHX Text
P49
AutoCAD SHX Text
P50
AutoCAD SHX Text
P51
AutoCAD SHX Text
P52
AutoCAD SHX Text
16-2L-#3
AutoCAD SHX Text
16-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
GRADE BEAM ELEVATION AND SECTIONS - 1
AutoCAD SHX Text
S-5
AutoCAD SHX Text
THE GOLDSTEIN PARTNERSHIP ARCHITECTS 515 VALLEY STREET, SUITE 110, MAPLEWOOD, NJ 07040 OFC: 973-761-4550
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
THIS DRAWING IS
AutoCAD SHX Text
INCOMPLETE UNLESS
AutoCAD SHX Text
CONTRACT DOCUMENTS.
AutoCAD SHX Text
USED WITH ALL OTHER
AutoCAD SHX Text
COPYRIGHT © 2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.
AutoCAD SHX Text
DWN: WM
AutoCAD SHX Text
CKD: AK
AutoCAD SHX Text
SCALE: AS NOTED
AutoCAD SHX Text
WWW.GOLDSTEIN-ARCHITECTS.COM
AutoCAD SHX Text
FRANK H. LEHR ASSOCIATES, SITE & CIVIL ENGINEERS SITE & CIVIL ENGINEERS 101 SOUTH HARRISON ST. EAST ORANGE, NJ 07018 T: (973) 673-2520 F: (973) 673-6623
AutoCAD SHX Text
OMDEX, INC., MECHANICAL & ELECTRICAL ENGINEERS MECHANICAL & ELECTRICAL ENGINEERS 21 CROSS AVE. MIDLAND PARK, NJ 07432 T: (201) 444-0753 F: (201) 444-0839
AutoCAD SHX Text
ALLAN KLEIN, PE., STRUCTURAL ENGINEERS , STRUCTURAL ENGINEERS 1044 ROUTE 22 WEST, MOUNTAINSIDE, NJ 07092 OFC: 908-232-8500
AutoCAD SHX Text
ALLAN KLEIN, PE
AutoCAD SHX Text
NJ LICENSE 24 GE02767300
AutoCAD SHX Text
NEW MUNICIPAL BUILDING BOROUGH OF SHIP BOTTOM SHIP BOTTOM, NJ 08008
AutoCAD SHX Text
DATE: 05/01/20
AutoCAD SHX Text
SHEET 18 OF 74
©
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
29-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
4-#4
AutoCAD SHX Text
%%uB52 (LOC: 0" TO 46")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB52 (LOC: 46" TO 230")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
4-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB52 (LOC: 230" To 276")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB52:24"x39"
AutoCAD SHX Text
P11
AutoCAD SHX Text
P1
AutoCAD SHX Text
23-2L-#3
AutoCAD SHX Text
23-2L-#3
AutoCAD SHX Text
11-2L-#3
AutoCAD SHX Text
11-2L-#3
AutoCAD SHX Text
15-2L-#3
AutoCAD SHX Text
15-2L-#3
AutoCAD SHX Text
19-2L-#3
AutoCAD SHX Text
19-2L-#3
AutoCAD SHX Text
17-2L-#3
AutoCAD SHX Text
17-2L-#3
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
4-#4
AutoCAD SHX Text
%%uB53 (LOC: 0" TO 37")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB53 (LOC: 37" TO 55")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
4-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB53 (LOC: 55" TO 179")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
4-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB53 (LOC: 179" To 216")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB54
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB55
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB56
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB57
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB53:24"x39"
AutoCAD SHX Text
%%uB54:24"x39"
AutoCAD SHX Text
%%uB55:24"x39"
AutoCAD SHX Text
%%uB56:24"x39"
AutoCAD SHX Text
%%uB57:24"x39"
AutoCAD SHX Text
P25
AutoCAD SHX Text
P21
AutoCAD SHX Text
P17
AutoCAD SHX Text
P13
AutoCAD SHX Text
P7
AutoCAD SHX Text
P3
AutoCAD SHX Text
%%UB58
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB61
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
26-2L-#3
AutoCAD SHX Text
26-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB62
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB62:24"x39"
AutoCAD SHX Text
P43
AutoCAD SHX Text
P37
AutoCAD SHX Text
%%UB96
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%UB92
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%UB93
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
15-2L-#3
AutoCAD SHX Text
15-2L-#3
AutoCAD SHX Text
26-2L-#3
AutoCAD SHX Text
26-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%UB90
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%UB91
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%UB90:24"x39"
AutoCAD SHX Text
%%UB91:24"x39"
AutoCAD SHX Text
P52
AutoCAD SHX Text
P47
AutoCAD SHX Text
P41
AutoCAD SHX Text
14-2L-#3
AutoCAD SHX Text
14-2L-#3
AutoCAD SHX Text
26-2L-#3
AutoCAD SHX Text
26-2L-#3
AutoCAD SHX Text
32-2L-#3
AutoCAD SHX Text
32-2L-#3
AutoCAD SHX Text
23-2L-#3
AutoCAD SHX Text
23-2L-#3
AutoCAD SHX Text
11-2L-#3
AutoCAD SHX Text
11-2L-#3
AutoCAD SHX Text
15-2L-#3
AutoCAD SHX Text
15-2L-#3
AutoCAD SHX Text
19-2L-#3
AutoCAD SHX Text
19-2L-#3
AutoCAD SHX Text
17-2L-#3
AutoCAD SHX Text
17-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB71
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB72
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB73 (LOC: 0" TO 230")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB73 (LOC: 230" To 308")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB74 (LOC: 0" TO 37")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB74 (LOC: 37" TO 55")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB74 (LOC: 55" TO 161")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB74 (LOC: 161" TO 179")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB74 (LOC: 179" To 216")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB75 (LOC: 0" TO 34")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB75 (LOC: 34" To 96")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB76
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB77
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB78
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB71:24"x39"
AutoCAD SHX Text
%%uB72:24"x39"
AutoCAD SHX Text
%%uB73:24"x39"
AutoCAD SHX Text
%%uB74:24"x39"
AutoCAD SHX Text
%%uB75:24"x39"
AutoCAD SHX Text
%%uB76:24"x39"
AutoCAD SHX Text
%%uB77:24"x39"
AutoCAD SHX Text
%%uB78:24"x39"
AutoCAD SHX Text
P50
AutoCAD SHX Text
P45
AutoCAD SHX Text
P39
AutoCAD SHX Text
P26
AutoCAD SHX Text
P22
AutoCAD SHX Text
P18
AutoCAD SHX Text
P14
AutoCAD SHX Text
P8
AutoCAD SHX Text
P4
AutoCAD SHX Text
14-2L-#3
AutoCAD SHX Text
14-2L-#3
AutoCAD SHX Text
26-2L-#3
AutoCAD SHX Text
26-2L-#3
AutoCAD SHX Text
32-2L-#3
AutoCAD SHX Text
32-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB79
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB80 (LOC: 0" TO 185")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB80 (LOC: 185" To 248")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB81 (LOC: 0" TO 78")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB81 (LOC: 78" TO 230")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB81 (LOC: 230" To 308")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB79:24"x39"
AutoCAD SHX Text
%%uB80:24"x39"
AutoCAD SHX Text
%%uB81:24"x39"
AutoCAD SHX Text
B50
AutoCAD SHX Text
B46
AutoCAD SHX Text
B41
AutoCAD SHX Text
B25
AutoCAD SHX Text
15-2L-#3
AutoCAD SHX Text
15-2L-#3
AutoCAD SHX Text
26-2L-#3
AutoCAD SHX Text
26-2L-#3
AutoCAD SHX Text
32-2L-#3
AutoCAD SHX Text
32-2L-#3
AutoCAD SHX Text
23-2L-#3
AutoCAD SHX Text
23-2L-#3
AutoCAD SHX Text
11-2L-#3
AutoCAD SHX Text
11-2L-#3
AutoCAD SHX Text
15-2L-#3
AutoCAD SHX Text
15-2L-#3
AutoCAD SHX Text
19-2L-#3
AutoCAD SHX Text
19-2L-#3
AutoCAD SHX Text
17-2L-#3
AutoCAD SHX Text
17-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB82
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB83
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB84 (LOC: 0" TO 230")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB84 (LOC: 230" To 308")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB85 (LOC: 0" TO 37")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB85 (LOC: 37" TO 55")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB85 (LOC: 55" TO 161")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB85 (LOC: 161" TO 179")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB85 (LOC: 179" To 216")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB86 (LOC: 0" TO 34")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#6
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB86 (LOC: 34" To 96")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB87
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB88
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB89
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
5-#5
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB82:24"x39"
AutoCAD SHX Text
%%uB83:24"x39"
AutoCAD SHX Text
%%uB84:24"x39"
AutoCAD SHX Text
%%uB85:24"x39"
AutoCAD SHX Text
%%uB86:24"x39"
AutoCAD SHX Text
%%uB87:24"x39"
AutoCAD SHX Text
%%uB88:24"x39"
AutoCAD SHX Text
%%uB89:24"x39"
AutoCAD SHX Text
P51
AutoCAD SHX Text
P46
AutoCAD SHX Text
P40
AutoCAD SHX Text
P27
AutoCAD SHX Text
P23
AutoCAD SHX Text
P19
AutoCAD SHX Text
P15
AutoCAD SHX Text
P9
AutoCAD SHX Text
P5
AutoCAD SHX Text
23-2L-#3
AutoCAD SHX Text
23-2L-#3
AutoCAD SHX Text
11-2L-#3
AutoCAD SHX Text
11-2L-#3
AutoCAD SHX Text
15-2L-#3
AutoCAD SHX Text
15-2L-#3
AutoCAD SHX Text
19-2L-#3
AutoCAD SHX Text
19-2L-#3
AutoCAD SHX Text
17-2L-#3
AutoCAD SHX Text
17-2L-#3
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
4-#5EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
4-#4
AutoCAD SHX Text
%%uB103 (LOC: 0" TO 37")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB103 (LOC: 37" TO 55")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#5
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
4-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB103 (LOC: 55" TO 179")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
4-#4
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB103 (LOC: 179" To 216")
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 4-#5EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
7-#4
AutoCAD SHX Text
%%uB104
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB105
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB106
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB107
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB103:24"x39"
AutoCAD SHX Text
%%uB104:24"x39"
AutoCAD SHX Text
%%uB105:24"x39"
AutoCAD SHX Text
%%uB106:24"x39"
AutoCAD SHX Text
%%uB107:24"x39"
AutoCAD SHX Text
P28
AutoCAD SHX Text
P24
AutoCAD SHX Text
P20
AutoCAD SHX Text
P16
AutoCAD SHX Text
P10
AutoCAD SHX Text
P6
AutoCAD SHX Text
16-2L-#3
AutoCAD SHX Text
16-2L-#3
AutoCAD SHX Text
8-2L-#3
AutoCAD SHX Text
8-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%UB58:24"x39"
AutoCAD SHX Text
%%UB61:24"x39"
AutoCAD SHX Text
P33
AutoCAD SHX Text
P29
AutoCAD SHX Text
B24
AutoCAD SHX Text
B26
AutoCAD SHX Text
P35
AutoCAD SHX Text
P31
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
%%UB92:24"x39"
AutoCAD SHX Text
%%UB93:24"x39"
AutoCAD SHX Text
%%UB96:24"x39"
AutoCAD SHX Text
7-2L-#3
AutoCAD SHX Text
7-2L-#3
AutoCAD SHX Text
16-2L-#3
AutoCAD SHX Text
16-2L-#3
AutoCAD SHX Text
8-2L-#3
AutoCAD SHX Text
8-2L-#3
AutoCAD SHX Text
%%uB66
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB67
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB68
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
15-2L-#3
AutoCAD SHX Text
15-2L-#3
AutoCAD SHX Text
26-2L-#3
AutoCAD SHX Text
26-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB69
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB70
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB69:24"x39"
AutoCAD SHX Text
%%uB70:24"x39"
AutoCAD SHX Text
P49
AutoCAD SHX Text
P44
AutoCAD SHX Text
P38
AutoCAD SHX Text
B24
AutoCAD SHX Text
P34
AutoCAD SHX Text
P26
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
%%UB67:24"x39"
AutoCAD SHX Text
%%UB68:24"x39"
AutoCAD SHX Text
%%UB66:24"x39"
AutoCAD SHX Text
7-2L-#3
AutoCAD SHX Text
7-2L-#3
AutoCAD SHX Text
16-2L-#3
AutoCAD SHX Text
16-2L-#3
AutoCAD SHX Text
8-2L-#3
AutoCAD SHX Text
8-2L-#3
AutoCAD SHX Text
%%UB58
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%uB61
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
16-2L-#3
AutoCAD SHX Text
16-2L-#3
AutoCAD SHX Text
8-2L-#3
AutoCAD SHX Text
8-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
%%UB58:24"x39"
AutoCAD SHX Text
%%UB61:24"x39"
AutoCAD SHX Text
P36
AutoCAD SHX Text
P32
AutoCAD SHX Text
B26
AutoCAD SHX Text
17-2L-#3
AutoCAD SHX Text
17-2L-#3
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
%%UB113:24"x39"
AutoCAD SHX Text
B6
AutoCAD SHX Text
P2
AutoCAD SHX Text
%%UB112
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
P12
AutoCAD SHX Text
2-#3EF
AutoCAD SHX Text
11-2L-#3
AutoCAD SHX Text
11-2L-#3
AutoCAD SHX Text
%%UB112:24"x39"
AutoCAD SHX Text
%%UB113
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
SFR 2-#3EF
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
6-#4
AutoCAD SHX Text
B108
AutoCAD SHX Text
B40
AutoCAD SHX Text
7-2L-#3
AutoCAD SHX Text
7-2L-#3
AutoCAD SHX Text
%%UB109:12"x12"
AutoCAD SHX Text
%%UB109
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
%%UB110
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
B6
AutoCAD SHX Text
P12
AutoCAD SHX Text
17-2L-#3
AutoCAD SHX Text
17-2L-#3
AutoCAD SHX Text
%%UB108:12"x12"
AutoCAD SHX Text
%%UB108
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
%%UB111
AutoCAD SHX Text
%%u(SCALE 1:24)
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
STP 2L-#3
AutoCAD SHX Text
2-#5
AutoCAD SHX Text
B111
AutoCAD SHX Text
B40
AutoCAD SHX Text
7-2L-#3
AutoCAD SHX Text
7-2L-#3
AutoCAD SHX Text
%%UB110:12"x33"
AutoCAD SHX Text
17-2L-#3
AutoCAD SHX Text
17-2L-#3
AutoCAD SHX Text
%%UB111:12"x33"
AutoCAD SHX Text
B6
AutoCAD SHX Text
P2
AutoCAD SHX Text
GRADE BEAM ELEVATION AND SECTIONS - 2
AutoCAD SHX Text
S-6
AutoCAD SHX Text
THE GOLDSTEIN PARTNERSHIP ARCHITECTS 515 VALLEY STREET, SUITE 110, MAPLEWOOD, NJ 07040 OFC: 973-761-4550
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
THIS DRAWING IS
AutoCAD SHX Text
INCOMPLETE UNLESS
AutoCAD SHX Text
CONTRACT DOCUMENTS.
AutoCAD SHX Text
USED WITH ALL OTHER
AutoCAD SHX Text
COPYRIGHT © 2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.
AutoCAD SHX Text
DWN: WM
AutoCAD SHX Text
CKD: AK
AutoCAD SHX Text
SCALE: AS NOTED
AutoCAD SHX Text
WWW.GOLDSTEIN-ARCHITECTS.COM
AutoCAD SHX Text
FRANK H. LEHR ASSOCIATES, SITE & CIVIL ENGINEERS SITE & CIVIL ENGINEERS 101 SOUTH HARRISON ST. EAST ORANGE, NJ 07018 T: (973) 673-2520 F: (973) 673-6623
AutoCAD SHX Text
OMDEX, INC., MECHANICAL & ELECTRICAL ENGINEERS MECHANICAL & ELECTRICAL ENGINEERS 21 CROSS AVE. MIDLAND PARK, NJ 07432 T: (201) 444-0753 F: (201) 444-0839
AutoCAD SHX Text
ALLAN KLEIN, PE., STRUCTURAL ENGINEERS , STRUCTURAL ENGINEERS 1044 ROUTE 22 WEST, MOUNTAINSIDE, NJ 07092 OFC: 908-232-8500
AutoCAD SHX Text
ALLAN KLEIN, PE
AutoCAD SHX Text
NJ LICENSE 24 GE02767300
AutoCAD SHX Text
NEW MUNICIPAL BUILDING BOROUGH OF SHIP BOTTOM SHIP BOTTOM, NJ 08008
AutoCAD SHX Text
DATE: 05/01/20
AutoCAD SHX Text
SHEET 19 OF 74
P6
P10
P20
P28
P17
P7
P25
P52
P47
P51P50P49
P44
P41P40P39P38
P5P4P3
P9P8
P19P18
P26 P27
P14 P15 P16P13
P21 P23P22
P46P45
P24
P48P43
P37 P42
P29
P33 P34
P30
FIRST FLOOR SLAB PLAN
S1 S2 S3
S4 S5 S6
S7 S8 S9
S10 S11 S12
S13 S14 S15
S16 S17 S18
S19 S20
S21 S22S23 S24
S25 S26
S29
S30 S31 S32 S33
S35 S36 S37 S38
P1
P11
P2
P12
B1 B2 B3 B4 B5
B6 B7 B8 B9
B10 B11
B12 B13 B14
B15 B16 B17
B18 B19 B20
B21 B22 B23
B24 B25 B26
B27 B28
B37 B38
B39
B40 B41 B42
B44 B45 B46 B47
B49 B50 B51
B52
B53
B54
B55
B56
B57
B58
B61
B62
B63
B66
B67
B68
B69
B70
B71
B72
B73
B74
B75
B76
B77
B78
B79
B80
B81
B82
B83
B84
B85
B86
B87
B88
B89
B90
B91
B92
B93
B96
B10
1
B10
2
B10
3B
104
B10
5B
106
B10
7
S39 S40S41
S42
S43
S44
P31 P32
P35 P36
B108
B10
9
B11
0
B11
2B
113
S46
S45
SLAB SCHEDULE (C4 : FY60) (LEVEL : -2.62FT)
CONTINUOUSFULL LENGTH
ALONG SHORT SPAN
MARKED
SLAB
THICKNESS
SLAB
FULL LENGTH
BOTTOM REINFORCEMENT
CURTAILED CURTAILED
ALONG LONG SPAN
TOP REINFORCEMENT
OVER LONG SUPPORT
SUPPORT SUPPORT
END CONTINUOUS
OVER SHORT SUPPORT
SUPPORT SUPPORT
ENDDISTRIBUTION
REMARKS
S1, S3, S43, S44 8" #4 @ 12" C/C --- #4 @ 10" C/C #4 @ 10" C/C #4 @ 12" C/C #4 @ 12" C/C #4 @ 4" C/C #4 @ 12" C/C #4 @ 12" C/C ---
S2 8" #4 @ 12" C/C --- #4 @ 12" C/C --- #4 @ 12" C/C #4 @ 12" C/C #4 @ 8" C/C #4 @ 12" C/C #4 @ 12" C/C ---
S4, S6, S7, S9 8" #4 @ 12" C/C --- #4 @ 10" C/C #4 @ 10" C/C #4 @ 12" C/C --- #4 @ 4" C/C #4 @ 12" C/C #4 @ 12" C/C ---
S5, S8 8" #4 @ 12" C/C --- #4 @ 12" C/C --- #4 @ 12" C/C --- #4 @ 8" C/C --- #4 @ 12" C/C ---
S10, S11, S12S13, S14, S15,S16, S17, S18,
8" #4 @ 12" C/C --- #4 @ 12" C/C --- #4 @ 12" C/C --- --- #4 @ 12" C/C #4 @ 12" C/C ---
S21, S22, S23,S24, S27, S29,S30, S31, S32,S33, S39, S40
8" #4 @ 12" C/C --- #4 @ 12" C/C --- #4 @ 12" C/C #4 @ 12" C/C --- #4 @ 12" C/C #4 @ 12" C/C ---
S19, S20, S36S37
8" #4 @ 12" C/C --- #4 @ 12" C/C --- #4 @ 12" C/C --- #4 @ 12" C/C #4 @ 12" C/C #4 @ 12" C/C ---
S25, S26, S35,S38
8" #4 @ 12" C/C --- #4 @ 12" C/C --- #4 @ 12" C/C #4 @ 12" C/C #4 @ 12" C/C #4 @ 12" C/C #4 @ 12" C/C ---
6" #4 @ 8" C/C --- #4 @ 8" C/C --- --- --- #4 @ 8" C/C ---S41, S42 --- ---
TYPICAL CONSTRUCTION JOINT
TYPICAL SAWCUT CONTROL JOINT
TYPICAL COLUMN ISOLATION JOINT
EXTERIOR EDGE OF SLAB
AT STAIR TOWERS
TYPICAL EXTERIOR
EDGE OF SLAB
©
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
1.3
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.8
AutoCAD SHX Text
2.9
AutoCAD SHX Text
3.7
AutoCAD SHX Text
3.2
AutoCAD SHX Text
1.7
AutoCAD SHX Text
0.8
AutoCAD SHX Text
A.7
AutoCAD SHX Text
B.2
AutoCAD SHX Text
B.3
AutoCAD SHX Text
B.4
AutoCAD SHX Text
B.5
AutoCAD SHX Text
B.7
AutoCAD SHX Text
C.3
AutoCAD SHX Text
C.5
AutoCAD SHX Text
1.6
AutoCAD SHX Text
1.4
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.6
AutoCAD SHX Text
D.6
AutoCAD SHX Text
D.4
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
1 -
AutoCAD SHX Text
A.1
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
D.2
AutoCAD SHX Text
D.8
AutoCAD SHX Text
3.9
AutoCAD SHX Text
D.2
AutoCAD SHX Text
D.8
AutoCAD SHX Text
1.1
AutoCAD SHX Text
REINFORCEMENT FOR SLABS S27, S28, S39, S40: #4@12", BOTH WAYS REINFORCEMENT FOR SLABS S41, S42 #4@8", BOTH WAYS
AutoCAD SHX Text
FIRST FLOOR SLABS 8" THICK WITH 8" HAUNCH U.O.N. TOP OF SLAB ELEVATION = 0'-0" = 0'-0" 0'-0" TOP OF GRADE BEAMS = -1'-4" = -1'-4" -1'-4" TOP OF ELEVATOR PIT SLAB = -1'-4"= -1'-4"-1'-4"
AutoCAD SHX Text
ELEVATOR PIT
AutoCAD SHX Text
~
AutoCAD SHX Text
ELEVATOR PIT SUMP
AutoCAD SHX Text
~
AutoCAD SHX Text
2 S-7
AutoCAD SHX Text
2 S-7
AutoCAD SHX Text
2 S-7
AutoCAD SHX Text
3 S-7
AutoCAD SHX Text
3 S-7
AutoCAD SHX Text
3 S-7
AutoCAD SHX Text
3 S-7
AutoCAD SHX Text
3 S-7
AutoCAD SHX Text
3 S-7
AutoCAD SHX Text
3 S-7
AutoCAD SHX Text
CONTROL JOINT (TYP)
AutoCAD SHX Text
COLUMN
AutoCAD SHX Text
12" PREMOLDED JOINT FILLER ALL AROUND (TYP.)
AutoCAD SHX Text
T/2
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
5 -
AutoCAD SHX Text
COAT JOINT WITH BOND BREAKER PRIOR TO PLACING ADJACENT SLAB. DO NOT RUN REINFORCING THROUGH JOINT. CONSTRUCTION JOINT LOCATIONS TO BE SPECIFIED IN THE FIELD. SEE NOTE XX ON XX FOR DETAILS.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
4 -
AutoCAD SHX Text
CUT ALTERNATE SLAB REINFORCING BARS AT EACH CONTRACTION JOINT, FILL WITH JOINT SEALANT. FOR JOINT LOCATIONS SEE SLAB PLAN
AutoCAD SHX Text
14" SAWCUT JOINT AND SEAL
AutoCAD SHX Text
(1/4" MIN.)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
6 -
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
2 -
AutoCAD SHX Text
#3 SLAB TIES @ 20" (TYP)
AutoCAD SHX Text
STAIR TOWER COLUMN
AutoCAD SHX Text
EDGE OF SLAB
AutoCAD SHX Text
GRADE BEAM, PEDESTAL AND SLAB REINFORCEMENT PER PLAN
AutoCAD SHX Text
HSS8x8x STAIR 12 STAIR TOWER COLUMN
AutoCAD SHX Text
#3 SLAB TIES @ 20" (TYP)
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
3 -
AutoCAD SHX Text
GRADE BEAM, PEDESTAL AND SLAB REINFORCEMENT PER PLAN
AutoCAD SHX Text
SLAB PER PLAN
AutoCAD SHX Text
THE GOLDSTEIN PARTNERSHIP ARCHITECTS 515 VALLEY STREET, SUITE 110, MAPLEWOOD, NJ 07040 OFC: 973-761-4550
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
THIS DRAWING IS
AutoCAD SHX Text
INCOMPLETE UNLESS
AutoCAD SHX Text
CONTRACT DOCUMENTS.
AutoCAD SHX Text
USED WITH ALL OTHER
AutoCAD SHX Text
COPYRIGHT © 2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.
AutoCAD SHX Text
DWN: WM
AutoCAD SHX Text
CKD: AK
AutoCAD SHX Text
SCALE: AS NOTED
AutoCAD SHX Text
WWW.GOLDSTEIN-ARCHITECTS.COM
AutoCAD SHX Text
FRANK H. LEHR ASSOCIATES, SITE & CIVIL ENGINEERS SITE & CIVIL ENGINEERS 101 SOUTH HARRISON ST. EAST ORANGE, NJ 07018 T: (973) 673-2520 F: (973) 673-6623
AutoCAD SHX Text
OMDEX, INC., MECHANICAL & ELECTRICAL ENGINEERS MECHANICAL & ELECTRICAL ENGINEERS 21 CROSS AVE. MIDLAND PARK, NJ 07432 T: (201) 444-0753 F: (201) 444-0839
AutoCAD SHX Text
ALLAN KLEIN, PE., STRUCTURAL ENGINEERS , STRUCTURAL ENGINEERS 1044 ROUTE 22 WEST, MOUNTAINSIDE, NJ 07092 OFC: 908-232-8500 FAX: 908-232-8503
AutoCAD SHX Text
ALLAN KLEIN, PE
AutoCAD SHX Text
NJ LICENSE 24 GE02767300
AutoCAD SHX Text
FIRST FLOOR SLAB PLAN SCHEDULE AND DETAILS
AutoCAD SHX Text
S-7
AutoCAD SHX Text
NEW MUNICIPAL BUILDING BOROUGH OF SHIP BOTTOM SHIP BOTTOM, NJ 08008
AutoCAD SHX Text
DATE: 05/01/20
AutoCAD SHX Text
SHEET 20 OF 74
SECOND FLOOR SLAB PLAN
MECHANICAL DECK SLAB PLAN
COMPOSITE DECK DETAILS
POUR STOP AT SIDE
POUR STOP AT END
©
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
1 -
AutoCAD SHX Text
1.4
AutoCAD SHX Text
1.6
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.6
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
0.8
AutoCAD SHX Text
0
AutoCAD SHX Text
1.3
AutoCAD SHX Text
3.7
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.9
AutoCAD SHX Text
2.8
AutoCAD SHX Text
1.7
AutoCAD SHX Text
3.2
AutoCAD SHX Text
1.6
AutoCAD SHX Text
1.4
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.6
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.8
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
A.7
AutoCAD SHX Text
B.2
AutoCAD SHX Text
B.3
AutoCAD SHX Text
B.4
AutoCAD SHX Text
B.5
AutoCAD SHX Text
B.7
AutoCAD SHX Text
C.3
AutoCAD SHX Text
C.5
AutoCAD SHX Text
D.4
AutoCAD SHX Text
D.6
AutoCAD SHX Text
A.1
AutoCAD SHX Text
SECOND FLOOR/COURTROOM SLABS: 5" COMPOSITE CONCRETE DECK 4,000 PSI CONCRETE 3 VLI, 18 GA. 4X4-2.9X2.9 WWF
AutoCAD SHX Text
1.4
AutoCAD SHX Text
1.7
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.6
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
0.8
AutoCAD SHX Text
0
AutoCAD SHX Text
1.3
AutoCAD SHX Text
3.7
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.9
AutoCAD SHX Text
2.8
AutoCAD SHX Text
1.7
AutoCAD SHX Text
3.2
AutoCAD SHX Text
TRUSS
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.8
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
A.7
AutoCAD SHX Text
B.2
AutoCAD SHX Text
B.3
AutoCAD SHX Text
B.4
AutoCAD SHX Text
B.5
AutoCAD SHX Text
B.7
AutoCAD SHX Text
C.3
AutoCAD SHX Text
C.5
AutoCAD SHX Text
D.4
AutoCAD SHX Text
D.6
AutoCAD SHX Text
A.1
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
2 -
AutoCAD SHX Text
MECHANICAL DECK SLABS: 5" COMPOSITE CONCRETE DECK 4,000 PSI CONCRETE 3 VLI, 18 GA. 4X4-2.9X2.9 WWF
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
3 -
AutoCAD SHX Text
16 GAGE POUR STOP
AutoCAD SHX Text
STRUCTURAL STEEL
AutoCAD SHX Text
STEEL DECK
AutoCAD SHX Text
16 GAGE POUR STOP
AutoCAD SHX Text
STRUCTURAL STEEL
AutoCAD SHX Text
STEEL DECK
AutoCAD SHX Text
CELL CLOSURE
AutoCAD SHX Text
SECOND FLOOR AND MECHANICAL DECK SLAB PLANS
AutoCAD SHX Text
S-8
AutoCAD SHX Text
THE GOLDSTEIN PARTNERSHIP ARCHITECTS 515 VALLEY STREET, SUITE 110, MAPLEWOOD, NJ 07040 OFC: 973-761-4550
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
THIS DRAWING IS
AutoCAD SHX Text
INCOMPLETE UNLESS
AutoCAD SHX Text
CONTRACT DOCUMENTS.
AutoCAD SHX Text
USED WITH ALL OTHER
AutoCAD SHX Text
COPYRIGHT © 2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.
AutoCAD SHX Text
DWN: WM
AutoCAD SHX Text
CKD: AK
AutoCAD SHX Text
SCALE: AS NOTED
AutoCAD SHX Text
WWW.GOLDSTEIN-ARCHITECTS.COM
AutoCAD SHX Text
FRANK H. LEHR ASSOCIATES, SITE & CIVIL ENGINEERS SITE & CIVIL ENGINEERS 101 SOUTH HARRISON ST. EAST ORANGE, NJ 07018 T: (973) 673-2520 F: (973) 673-6623
AutoCAD SHX Text
OMDEX, INC., MECHANICAL & ELECTRICAL ENGINEERS MECHANICAL & ELECTRICAL ENGINEERS 21 CROSS AVE. MIDLAND PARK, NJ 07432 T: (201) 444-0753 F: (201) 444-0839
AutoCAD SHX Text
ALLAN KLEIN, PE., STRUCTURAL ENGINEERS , STRUCTURAL ENGINEERS 1044 ROUTE 22 WEST, MOUNTAINSIDE, NJ 07092 OFC: 908-232-8500 FAX: 908-232-8503
AutoCAD SHX Text
ALLAN KLEIN, PE
AutoCAD SHX Text
NJ LICENSE 24 GE02767300
AutoCAD SHX Text
NEW MUNICIPAL BUILDING BOROUGH OF SHIP BOTTOM SHIP BOTTOM, NJ 08008
AutoCAD SHX Text
DATE: 05/01/20
AutoCAD SHX Text
SHEET 21 OF 74
SECOND FLOOR FRAMING
MECHANICAL DECK FRAMING
FRAMING AT 1.3 & 3.7
TYPICAL R.T.U. ROOF PENETRATION
©
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
1 -
AutoCAD SHX Text
1.4
AutoCAD SHX Text
1.6
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.6
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
0.8
AutoCAD SHX Text
0
AutoCAD SHX Text
1.3
AutoCAD SHX Text
3.7
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.9
AutoCAD SHX Text
2.8
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS7X7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
W16x40
AutoCAD SHX Text
W16x40
AutoCAD SHX Text
W16x40
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W18x40(D) TOS:10.29'
AutoCAD SHX Text
W18x40(D) TOS:10.58'
AutoCAD SHX Text
W14x60(D) TOS:10.29'
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x48
AutoCAD SHX Text
W14x48
AutoCAD SHX Text
W14x48
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
W16x67
AutoCAD SHX Text
W16x67
AutoCAD SHX Text
W12x53 (D)
AutoCAD SHX Text
W16x67
AutoCAD SHX Text
W16x67
AutoCAD SHX Text
W16x67
AutoCAD SHX Text
W16x67
AutoCAD SHX Text
W16x67
AutoCAD SHX Text
W16x67
AutoCAD SHX Text
W16x50
AutoCAD SHX Text
W16x77
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x120
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
W16x40
AutoCAD SHX Text
W16x40
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
W12x120
AutoCAD SHX Text
W12X30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
W16x89
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W12X96
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x43
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x43
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W16x50
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x43
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS8X8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS7X7X 12
AutoCAD SHX Text
HSS7X7X 12
AutoCAD SHX Text
HSS10X10X 58
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x96
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12X96
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
1.7
AutoCAD SHX Text
3.2
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W10x22 TOS:15.08
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W10x33 (S) = SLOPED MEMBER W10x33 (D) = DROPPED MEMBER
AutoCAD SHX Text
1.6
AutoCAD SHX Text
1.4
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.6
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.8
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W16x40
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
1 S-12
AutoCAD SHX Text
2 S-12
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W12x53 (D)
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
A.7
AutoCAD SHX Text
B.2
AutoCAD SHX Text
B.3
AutoCAD SHX Text
B.4
AutoCAD SHX Text
B.5
AutoCAD SHX Text
B.7
AutoCAD SHX Text
C.3
AutoCAD SHX Text
C.5
AutoCAD SHX Text
D.4
AutoCAD SHX Text
D.6
AutoCAD SHX Text
A.1
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
W12x120
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
W18x40(D) TOS:10.29'
AutoCAD SHX Text
W18x40(D) TOS:10.29'
AutoCAD SHX Text
W18x40(D) TOS:10.29'
AutoCAD SHX Text
W18x40(D) TOS:10.29'
AutoCAD SHX Text
W18x40(D) TOS:10.29'
AutoCAD SHX Text
W18x40(D) TOS:10.29'
AutoCAD SHX Text
W18x40(D) TOS:10.29'
AutoCAD SHX Text
W18x40(D) TOS:10.29'
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
W10x22 TOS:15.08
AutoCAD SHX Text
W10x22 TOS:15.08
AutoCAD SHX Text
W10x22 TOS:15.08
AutoCAD SHX Text
W10x22 TOS:15.08
AutoCAD SHX Text
W10x22 TOS:15.08
AutoCAD SHX Text
1 S-13
AutoCAD SHX Text
T.O.S. ALL SALLY PORTE STEEL = 10.29'
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
W18x40(D) TOS:10.29'
AutoCAD SHX Text
W18x40(D) TOS:10.29'
AutoCAD SHX Text
W8x31(D) TOS:11.25'
AutoCAD SHX Text
3'-0"
AutoCAD SHX Text
SEE S-14 FOR ADDITIONAL STAIR TOWER DETAILS
AutoCAD SHX Text
3 S-13
AutoCAD SHX Text
3 S-13
AutoCAD SHX Text
3 S-12
AutoCAD SHX Text
4 S-12
AutoCAD SHX Text
5 S-12
AutoCAD SHX Text
6 S-12
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
2 -
AutoCAD SHX Text
1.4
AutoCAD SHX Text
1.6
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.6
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
0.8
AutoCAD SHX Text
0
AutoCAD SHX Text
1.3
AutoCAD SHX Text
3.7
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.9
AutoCAD SHX Text
2.8
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
TRUSS
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x35 VALLEY (S)
AutoCAD SHX Text
W12x35 VALLEY (S)
AutoCAD SHX Text
W12x35 RIDGE T.O.S. 26'-8 "38"
AutoCAD SHX Text
W12x45 HIP (S)
AutoCAD SHX Text
W12x45 HIP (S)
AutoCAD SHX Text
W14x48 HIP(S)
AutoCAD SHX Text
W14x48 HIP (S)
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W14x43
AutoCAD SHX Text
HSS8x8x 14
AutoCAD SHX Text
W14x43
AutoCAD SHX Text
HSS8x8x 14
AutoCAD SHX Text
HSS8x8x 14
AutoCAD SHX Text
HSS8x8x 14
AutoCAD SHX Text
HSS8x8x 14
AutoCAD SHX Text
HSS8x8x 14
AutoCAD SHX Text
HSS8x8x 14
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS2 x2 x 12x2 x 12x 14
AutoCAD SHX Text
HSS2 x2 x 12x2 x 12x 14
AutoCAD SHX Text
HSS2 x2 x 12x2 x 12x 14
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
HSS12x4x 14
AutoCAD SHX Text
CURVED
AutoCAD SHX Text
C12x20.7
AutoCAD SHX Text
CURVED
AutoCAD SHX Text
W10x39 (S)
AutoCAD SHX Text
W10x39 (S)
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
W12x16
AutoCAD SHX Text
W12x16
AutoCAD SHX Text
W12x16
AutoCAD SHX Text
W12x16
AutoCAD SHX Text
1.7
AutoCAD SHX Text
3.2
AutoCAD SHX Text
W10x33 (S)
AutoCAD SHX Text
W10x33 (S)
AutoCAD SHX Text
HSS 8x8x 14
AutoCAD SHX Text
HSS 8x8x 14
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
W10x33 (S)
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
W10x33 (S)
AutoCAD SHX Text
W10x33 (S) = SLOPED MEMBER W10x33 (D) = DROPPED MEMBER
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.8
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS8x8x 14
AutoCAD SHX Text
HSS8x8x 14
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
A.7
AutoCAD SHX Text
B.2
AutoCAD SHX Text
B.3
AutoCAD SHX Text
B.4
AutoCAD SHX Text
B.5
AutoCAD SHX Text
B.7
AutoCAD SHX Text
C.3
AutoCAD SHX Text
C.5
AutoCAD SHX Text
D.4
AutoCAD SHX Text
D.6
AutoCAD SHX Text
A.1
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
W12x35 VALLEY (S)
AutoCAD SHX Text
W12x35 VALLEY (S)
AutoCAD SHX Text
MECHANICAL DECK FRAMING T.O.S. 22'-11" U.O.N.
AutoCAD SHX Text
W12x35 RIDGE T.O.S. 26'-8 "38"
AutoCAD SHX Text
L4x4x 14KICKER (TYP)
AutoCAD SHX Text
3 -
AutoCAD SHX Text
3 -
AutoCAD SHX Text
SEE S-14 FOR ADDITIONAL STAIR TOWER DETAILS
AutoCAD SHX Text
HSS10x4x (S) 38 (S)
AutoCAD SHX Text
HSS10x4x (S) 38 (S)
AutoCAD SHX Text
HSS10x4x (S) 38 (S)
AutoCAD SHX Text
HSS10x4x (S) 38 (S)
AutoCAD SHX Text
HSS8x6x 12
AutoCAD SHX Text
HSS8x6x 12
AutoCAD SHX Text
1 S-12
AutoCAD SHX Text
2 S-12
AutoCAD SHX Text
1 S-13
AutoCAD SHX Text
3 S-12
AutoCAD SHX Text
4 S-12
AutoCAD SHX Text
5 S-12
AutoCAD SHX Text
6 S-12
AutoCAD SHX Text
2 S-13
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
W12x35 RIDGE
AutoCAD SHX Text
W12x35 VALLEY
AutoCAD SHX Text
W12x35 VALLEY
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
A
AutoCAD SHX Text
A.7
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
B.2
AutoCAD SHX Text
B.4
AutoCAD SHX Text
B.7
AutoCAD SHX Text
C.5
AutoCAD SHX Text
D.2
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS8x8x STAIR 12 STAIR TOWER COLUMN (BEYOND)
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x48
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
3 -
AutoCAD SHX Text
~
AutoCAD SHX Text
~
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
~
AutoCAD SHX Text
1/4" = 1'-0"
AutoCAD SHX Text
4 -
AutoCAD SHX Text
W12x45 OR W12x30
AutoCAD SHX Text
W12x45 OR W12x30
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
ROOF OPENING AT R.T.U.
AutoCAD SHX Text
~
AutoCAD SHX Text
W8x10
AutoCAD SHX Text
W8x10
AutoCAD SHX Text
W8x10
AutoCAD SHX Text
W8x10
AutoCAD SHX Text
THE GOLDSTEIN PARTNERSHIP ARCHITECTS 515 VALLEY STREET, SUITE 110, MAPLEWOOD, NJ 07040 OFC: 973-761-4550
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
THIS DRAWING IS
AutoCAD SHX Text
INCOMPLETE UNLESS
AutoCAD SHX Text
CONTRACT DOCUMENTS.
AutoCAD SHX Text
USED WITH ALL OTHER
AutoCAD SHX Text
COPYRIGHT © 2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.
AutoCAD SHX Text
DWN: WM
AutoCAD SHX Text
CKD: AK
AutoCAD SHX Text
SCALE: AS NOTED
AutoCAD SHX Text
WWW.GOLDSTEIN-ARCHITECTS.COM
AutoCAD SHX Text
FRANK H. LEHR ASSOCIATES, SITE & CIVIL ENGINEERS SITE & CIVIL ENGINEERS 101 SOUTH HARRISON ST. EAST ORANGE, NJ 07018 T: (973) 673-2520 F: (973) 673-6623
AutoCAD SHX Text
OMDEX, INC., MECHANICAL & ELECTRICAL ENGINEERS MECHANICAL & ELECTRICAL ENGINEERS 21 CROSS AVE. MIDLAND PARK, NJ 07432 T: (201) 444-0753 F: (201) 444-0839
AutoCAD SHX Text
ALLAN KLEIN, PE., STRUCTURAL ENGINEERS , STRUCTURAL ENGINEERS 1044 ROUTE 22 WEST, MOUNTAINSIDE, NJ 07092 OFC: 908-232-8500
AutoCAD SHX Text
ALLAN KLEIN, PE
AutoCAD SHX Text
NJ LICENSE 24 GE02767300
AutoCAD SHX Text
FRAMING PLAN 1
AutoCAD SHX Text
S-9
AutoCAD SHX Text
NEW MUNICIPAL BUILDING BOROUGH OF SHIP BOTTOM SHIP BOTTOM, NJ 08008
AutoCAD SHX Text
DATE: 05/01/20
AutoCAD SHX Text
SHEET 22 OF 74
MECHANICAL DECK RIDGE FRAMING
RTU-1
RTU-2
RTU-3
RTU-4
RTU-5
RTU-6
RTU-7
CFMF RAFTERS
©
AutoCAD SHX Text
1.4
AutoCAD SHX Text
1.7
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.6
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
0.8
AutoCAD SHX Text
0
AutoCAD SHX Text
1.3
AutoCAD SHX Text
3.7
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.9
AutoCAD SHX Text
2.8
AutoCAD SHX Text
HSS12x6x 12
AutoCAD SHX Text
HSS12x6x RIDGE12 RIDGE
AutoCAD SHX Text
W10x30 T.O.S. 25'-1"
AutoCAD SHX Text
HSS12x6x RIDGE12 RIDGE
AutoCAD SHX Text
HSS6x6x 38
AutoCAD SHX Text
HSS12x6x 12
AutoCAD SHX Text
W10x39 (S)
AutoCAD SHX Text
W10x39 (S)
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
1 -
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
W8x24
AutoCAD SHX Text
HSS12x6x 12
AutoCAD SHX Text
HSS12x6x 12
AutoCAD SHX Text
W14x48 HIP (S)
AutoCAD SHX Text
W14x48 HIP (S)
AutoCAD SHX Text
1.7
AutoCAD SHX Text
3.2
AutoCAD SHX Text
TRUSS
AutoCAD SHX Text
W14x43 T.O.S. 26'-6"
AutoCAD SHX Text
HSS12x6x 12RIDGE
AutoCAD SHX Text
HSS12x6x 12RIDGE
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS12x6x 12
AutoCAD SHX Text
W14x43 T.O.S. 26'-6"
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.8
AutoCAD SHX Text
W8x24
AutoCAD SHX Text
W8x24
AutoCAD SHX Text
W8x24
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
A.7
AutoCAD SHX Text
B.2
AutoCAD SHX Text
B.3
AutoCAD SHX Text
B.4
AutoCAD SHX Text
B.5
AutoCAD SHX Text
B.7
AutoCAD SHX Text
C.3
AutoCAD SHX Text
C.5
AutoCAD SHX Text
D.4
AutoCAD SHX Text
D.6
AutoCAD SHX Text
A.1
AutoCAD SHX Text
W8x24
AutoCAD SHX Text
W8x24
AutoCAD SHX Text
W8x24
AutoCAD SHX Text
W8x24
AutoCAD SHX Text
W10x33 (S) = SLOPED MEMBER W10x33 (D) = DROPPED MEMBER
AutoCAD SHX Text
MECHANICAL DECK RIDGE FRAMING T.O.S. 28'-3 " U.O.N.14" U.O.N.
AutoCAD SHX Text
SEE S-14 FOR ADDITIONAL STAIR TOWER DETAILS
AutoCAD SHX Text
W10x30 T.O.S. 25'-1"
AutoCAD SHX Text
W10x30 T.O.S. 25'-1"
AutoCAD SHX Text
W10x30 T.O.S. 25'-1"
AutoCAD SHX Text
W10x30 T.O.S. 25'-1"
AutoCAD SHX Text
W10x30 T.O.S. 25'-1"
AutoCAD SHX Text
W10x30 T.O.S. 25'-1"
AutoCAD SHX Text
W10x30 T.O.S. 25'-1"
AutoCAD SHX Text
W10x30 T.O.S. 25'-1"
AutoCAD SHX Text
W10x30 T.O.S. 25'-1"
AutoCAD SHX Text
1 S-12
AutoCAD SHX Text
2 S-12
AutoCAD SHX Text
1 S-13
AutoCAD SHX Text
3 S-12
AutoCAD SHX Text
4 S-12
AutoCAD SHX Text
5 S-12
AutoCAD SHX Text
2 S-13
AutoCAD SHX Text
1000 S 162-54 RAFTERS @ 12" O.C.
AutoCAD SHX Text
METAL ROOF (TYP.)
AutoCAD SHX Text
GUTTER (TYP.)
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
GUTTER
AutoCAD SHX Text
LEADER (TYP.)
AutoCAD SHX Text
HIP (TYP.)
AutoCAD SHX Text
VALLEY (TYP.)
AutoCAD SHX Text
OUTSIDE FACE OF WALL BELOW (TYP.)
AutoCAD SHX Text
1.4
AutoCAD SHX Text
1.6
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.6
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
0.8
AutoCAD SHX Text
0
AutoCAD SHX Text
1.3
AutoCAD SHX Text
3.7
AutoCAD SHX Text
2.1
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.9
AutoCAD SHX Text
2.8
AutoCAD SHX Text
1.7
AutoCAD SHX Text
3.2
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.8
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
A.7
AutoCAD SHX Text
B.2
AutoCAD SHX Text
B.3
AutoCAD SHX Text
B.4
AutoCAD SHX Text
B.5
AutoCAD SHX Text
B.7
AutoCAD SHX Text
C.3
AutoCAD SHX Text
C.5
AutoCAD SHX Text
D.4
AutoCAD SHX Text
D.6
AutoCAD SHX Text
A.1
AutoCAD SHX Text
3
AutoCAD SHX Text
12
AutoCAD SHX Text
1000 S 162-54 RAFTERS @ 12" O.C.
AutoCAD SHX Text
3
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
12
AutoCAD SHX Text
1000 S 162-54 RAFTERS @ 12" O.C.
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
2 -
AutoCAD SHX Text
1000 S 162-54 RAFTERS @ 12" O.C.
AutoCAD SHX Text
7
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
12
AutoCAD SHX Text
1000 S 162-54 RAFTERS@24"O.C.
AutoCAD SHX Text
5.8
AutoCAD SHX Text
12
AutoCAD SHX Text
1000 S 162-54 RAFTERS@24"O.C.
AutoCAD SHX Text
5.8
AutoCAD SHX Text
12
AutoCAD SHX Text
5.8
AutoCAD SHX Text
12
AutoCAD SHX Text
1000 S 162-54 RAFTERS@24"O.C.
AutoCAD SHX Text
1000 S 162-54 RAFTERS@24"O.C.
AutoCAD SHX Text
4
AutoCAD SHX Text
12
AutoCAD SHX Text
4
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
12
AutoCAD SHX Text
7
AutoCAD SHX Text
12
AutoCAD SHX Text
1000 S 162-54 RAFTERS@24"O.C.
AutoCAD SHX Text
STAIR TOWER ROOF 1000 S 162-54 RAFTERS @ 24" O.C. (TYP)
AutoCAD SHX Text
~
AutoCAD SHX Text
3
AutoCAD SHX Text
12
AutoCAD SHX Text
3
AutoCAD SHX Text
12
AutoCAD SHX Text
OVER-BUILD
AutoCAD SHX Text
~
AutoCAD SHX Text
~
AutoCAD SHX Text
THE GOLDSTEIN PARTNERSHIP ARCHITECTS 515 VALLEY STREET, SUITE 110, MAPLEWOOD, NJ 07040 OFC: 973-761-4550
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
THIS DRAWING IS
AutoCAD SHX Text
INCOMPLETE UNLESS
AutoCAD SHX Text
CONTRACT DOCUMENTS.
AutoCAD SHX Text
USED WITH ALL OTHER
AutoCAD SHX Text
COPYRIGHT © 2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.
AutoCAD SHX Text
DWN: WM
AutoCAD SHX Text
CKD: AK
AutoCAD SHX Text
SCALE: AS NOTED
AutoCAD SHX Text
WWW.GOLDSTEIN-ARCHITECTS.COM
AutoCAD SHX Text
FRANK H. LEHR ASSOCIATES, SITE & CIVIL ENGINEERS SITE & CIVIL ENGINEERS 101 SOUTH HARRISON ST. EAST ORANGE, NJ 07018 T: (973) 673-2520 F: (973) 673-6623
AutoCAD SHX Text
OMDEX, INC., MECHANICAL & ELECTRICAL ENGINEERS MECHANICAL & ELECTRICAL ENGINEERS 21 CROSS AVE. MIDLAND PARK, NJ 07432 T: (201) 444-0753 F: (201) 444-0839
AutoCAD SHX Text
ALLAN KLEIN, PE., STRUCTURAL ENGINEERS , STRUCTURAL ENGINEERS 1044 ROUTE 22 WEST, MOUNTAINSIDE, NJ 07092 OFC: 908-232-8500
AutoCAD SHX Text
ALLAN KLEIN, PE
AutoCAD SHX Text
NJ LICENSE 24 GE02767300
AutoCAD SHX Text
FRAMING PLAN 2 CFMF RAFTER PLAN
AutoCAD SHX Text
S-10
AutoCAD SHX Text
NEW MUNICIPAL BUILDING BOROUGH OF SHIP BOTTOM SHIP BOTTOM, NJ 08008
AutoCAD SHX Text
DATE: 05/01/20
AutoCAD SHX Text
SHEET 23 OF 74
BP-1
BP-2
BP-3
BASE PLATE DETAILS
CP-1
CP-2
CP-3
BP-4
BP-5
CP-4
CP-5
CAP PLATE DETAILS
BP-6
CP-6
BP-7
CLIP CONNECTIONS
STIFFENERS AT COLUMN TO BEAM CONNECTIONS
CONNECTION DETAILS
COLUMN SCHEDULE
©
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
17"x17"x1" THICK BASE PLATE
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
15"x15"x1" THICK BASE PLATE
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
14"x14"x " 34" THICK BASE PLATE
AutoCAD SHX Text
1" = 1'-0"
AutoCAD SHX Text
1 -
AutoCAD SHX Text
COLUMN (SIZE VARIES, SEE PLAN)
AutoCAD SHX Text
14"
AutoCAD SHX Text
CAP PLATE THICKNESS VARIES: 38" COLUMN WALL: " THICK CAP PLATE 12" THICK CAP PLATE 12" COLUMN WALL: " THICK CAP PLATE 34" THICK CAP PLATE 58" COLUMN WALL: " THICK CAP PLATE34" THICK CAP PLATE
AutoCAD SHX Text
NON-LOAD-BEARING CAP PLATE FOR HSS COLUMNS
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
W12x120 BEARS ON HSS8x8x 12
AutoCAD SHX Text
2"
AutoCAD SHX Text
34" PLATE
AutoCAD SHX Text
38" PLATE
AutoCAD SHX Text
HSS12x6x RIDGE BEARS 14 RIDGE BEARS ON HSS5x5x COLUMN516 COLUMN
AutoCAD SHX Text
HSS5x5x 516
AutoCAD SHX Text
HSS5x5x 516
AutoCAD SHX Text
8"x11"x " THICK 12" THICK BASE PLATE
AutoCAD SHX Text
10"x16"x " THICK 34" THICK BASE PLATE
AutoCAD SHX Text
ROTATED HSS7x7x 12(ROTATED 30°)
AutoCAD SHX Text
COLUMNS AT A.1-2.1 AND A.1-2.9 SUPPORT ROOF OVER THE MAYOR'S OFFICE. ONE BASE PLATE REQUIRED AS SHOWN, ONE REQUIRED OPPOSITE HAND
AutoCAD SHX Text
BASE PLATE (BELOW)
AutoCAD SHX Text
ROTATED HSS7x7x 12(ROTATED 30°)
AutoCAD SHX Text
CURVED HSS12x4x 14
AutoCAD SHX Text
7 x7 "x " THICK 12x7 "x " THICK 12"x " THICK 12" THICK CAP PLATE
AutoCAD SHX Text
COLUMNS AT A-1, A-4, G-1.6 & G-3.3 REQUIRE ANGLED CAP PLATES CAP PLATE TO SEAT W14x34 OR W12x45 HIP
AutoCAD SHX Text
34" THICK CAP PLATE
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
1" = 1'-0"
AutoCAD SHX Text
2 -
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
15"x7 "x " THICK 12"x " THICK 34" THICK BASE PLATE
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
15"x8"x " THICK 34" THICK CAP PLATE
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
10 "x16"x " THICK 14"x16"x " THICK 34" THICK BASE PLATE
AutoCAD SHX Text
COLUMNS MAY OCCUR ABOVE AND/OR BELOW BEAM - FOR TYPE AND SIZE, SEE PLAN AND COLUMN SCHEDULE
AutoCAD SHX Text
NOTES: 1. ALL CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST AISC LRFD ALL CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST AISC LRFD SPECIFICATIONS. 2. SEE CALCULATIONS FOR LOADS. SEE CALCULATIONS FOR LOADS. 3. ALL CONNECTIONS SHALL BE DESIGNED FOR THE MAXIMUM UNIFORM LOAD CARRYING ALL CONNECTIONS SHALL BE DESIGNED FOR THE MAXIMUM UNIFORM LOAD CARRYING CAPACITY OF THE BEAM FOR THE SPECIFIC SPAN. IN ANY CASE CONNECTIONS SHALL NOT BE LESS THAN STANDARD AISC CONNECTION FOR THE PARTICULAR BEAM DEPTH. 4. DETAILER SHALL SUBMIT FOR APPROVAL, STANDARD CONNECTION DETAILS CONFORMING DETAILER SHALL SUBMIT FOR APPROVAL, STANDARD CONNECTION DETAILS CONFORMING TO THESE DETAILS WITH HIS ERECTION DRAWING SUBMISSION. SEE ALSO STRUCTURAL STEEL NOTES. 5. MILL COLUMNS TO BEAR OR PROVIDE FULL PENETRATION WELDS AT BASE PLATES AND MILL COLUMNS TO BEAR OR PROVIDE FULL PENETRATION WELDS AT BASE PLATES AND CAP PLATES AT COLUMNS CARRYING BEAMS 6. AT CONNECTION OF HUNG BEAM TO CANTILEVERED BEAMS PROVIDE STANDARD DOUBLE AT CONNECTION OF HUNG BEAM TO CANTILEVERED BEAMS PROVIDE STANDARD DOUBLE ANGLE CONNECTION. AS PER NOTE 3 FOR LOAD CAPACITY OF HUNG BEAM. 7. ALL BOLTS TO BE A325 H.S. BOLTS IN SLIP CRITICAL CONNECTIONS. ALL WELDING ALL BOLTS TO BE A325 H.S. BOLTS IN SLIP CRITICAL CONNECTIONS. ALL WELDING ELECTRODES TO BE E70XX. 8. WHERE KNIFE PLATES ARE USED AT BEAM TO COLUMN CONNECTIONS, DESIGN TO WHERE KNIFE PLATES ARE USED AT BEAM TO COLUMN CONNECTIONS, DESIGN TO ELIMINATE MOMENT DUE TO ECCENTRICITY BY CONSIDERING THE BOLT LINE AS THE FIXED LINE (I.E., NO MOMENT DUE TO ECCENTRICITY SHALL BE TRANSFERRED TO THE COLUMN).
AutoCAD SHX Text
HSS COLUMN (TYP) SEE COLUMN SCHEDULE
AutoCAD SHX Text
CAP PLATES AND BASE PLATES PER COLUMN SCHEDULE
AutoCAD SHX Text
IF COLUMN ABOVE OR BELOW USE FOUR STIFFENER PLATES SAME SIZE AS COLUMN WALLS (3/8") MIN. ALL STIFFENERS TO BE FITTED AND WELDED FULL LENGTH.
AutoCAD SHX Text
FOR COLUMNS ABOVE AND BELOW, USE SIX STIFFENER PLATES SAME SIZE AS COLUMN WALLS (3/8") MIN. ALL STIFFENERS TO BE FITTED AND WELDED FULL LENGTH.
AutoCAD SHX Text
FOR COLUMN CAPS AND BASE PLATES, SEE COLUMN SCHEDULE AND DETAILS. CONNECT PLATE TO BEAM WITH (4)-3/4" A325 BOLTS UNLESS OTHERWISE NOTED.
AutoCAD SHX Text
WELD AS REQUIRED, SEE NOTE 1
AutoCAD SHX Text
T/2 (MIN.)
AutoCAD SHX Text
T/2 (MIN.)
AutoCAD SHX Text
2-L'S, " THICK, (MIN.)516" THICK, (MIN.)
AutoCAD SHX Text
2-L'S, " THICK, (MIN.)516" THICK, (MIN.)
AutoCAD SHX Text
BOLTS AS REQUIRED
AutoCAD SHX Text
1" = 1'-0"
AutoCAD SHX Text
3 -
AutoCAD SHX Text
A-0
AutoCAD SHX Text
A-0.8
AutoCAD SHX Text
A-1
AutoCAD SHX Text
A-2
AutoCAD SHX Text
A-4
AutoCAD SHX Text
A.1-2.9
AutoCAD SHX Text
A.7-3.7
AutoCAD SHX Text
B-1.7
AutoCAD SHX Text
B-2
AutoCAD SHX Text
B-4
AutoCAD SHX Text
B.2-1.3
AutoCAD SHX Text
B-3
AutoCAD SHX Text
B.5-3
AutoCAD SHX Text
B.5-4
AutoCAD SHX Text
B.7-3.7
AutoCAD SHX Text
B.7-1.3
AutoCAD SHX Text
C-1.3
AutoCAD SHX Text
C-1
AutoCAD SHX Text
C-2
AutoCAD SHX Text
C-2.8
AutoCAD SHX Text
C-3
AutoCAD SHX Text
C-3.7
AutoCAD SHX Text
C.3-1
AutoCAD SHX Text
C.3-2
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
B-2.2
AutoCAD SHX Text
CAP PLATE
AutoCAD SHX Text
B.2-3.7
AutoCAD SHX Text
B-1.3
AutoCAD SHX Text
C.3-3
AutoCAD SHX Text
C.5-1.3
AutoCAD SHX Text
C.5-2
AutoCAD SHX Text
C.5-2.2
AutoCAD SHX Text
C.5-2.8
AutoCAD SHX Text
C.5-3
AutoCAD SHX Text
COLUMN TYPE
AutoCAD SHX Text
BASE PLATE
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
BP-5
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
B-2.8
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
C-2.2
AutoCAD SHX Text
C.3-4
AutoCAD SHX Text
C-4
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
BP-7
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
A.1-2.1
AutoCAD SHX Text
BP-5
AutoCAD SHX Text
A-3
AutoCAD SHX Text
A.7-1.3
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
CP-5
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
-1'-4"
AutoCAD SHX Text
11'-3"
AutoCAD SHX Text
4 -
AutoCAD SHX Text
HSS10x10x5/8
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
TOP OF PEDESTAL
AutoCAD SHX Text
2nd FLOOR, TOP OF STEEL
AutoCAD SHX Text
B.3-0
AutoCAD SHX Text
B.3-0.8
AutoCAD SHX Text
B.4-2.8
AutoCAD SHX Text
B.5-1
AutoCAD SHX Text
ANCHOR BOLTS
AutoCAD SHX Text
NOTE: BOTTOM OF COLUMN ELEVATIONS NOTED ARE TOP OF CONCRETE AT EITHER FOOTINGS OR COLUMN SEATS IN FOUNDATION WALL.
AutoCAD SHX Text
B-3.2
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
B.4-2.2
AutoCAD SHX Text
B.5-2
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
B-1
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
HSS10x10x5/8
AutoCAD SHX Text
HSS10x10x5/8
AutoCAD SHX Text
HSS10x10x5/8
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS8x6x1/2
AutoCAD SHX Text
HSS8x6x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
C.5-3.7
AutoCAD SHX Text
D-1
AutoCAD SHX Text
D-1.3
AutoCAD SHX Text
D-2
AutoCAD SHX Text
D-2.2
AutoCAD SHX Text
D-2.8
AutoCAD SHX Text
D-3
AutoCAD SHX Text
D-3.7
AutoCAD SHX Text
D-4
AutoCAD SHX Text
D.2-1.1
AutoCAD SHX Text
D.2-1.6
AutoCAD SHX Text
D.2-3.3
AutoCAD SHX Text
D.2-3.9
AutoCAD SHX Text
D.4-2.2
AutoCAD SHX Text
D.4-2.8
AutoCAD SHX Text
E-1.6
AutoCAD SHX Text
E-2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
D.6-2.2
AutoCAD SHX Text
D.6-2.8
AutoCAD SHX Text
D.8-1.1
AutoCAD SHX Text
D.8-1.6
AutoCAD SHX Text
D.8-3.3
AutoCAD SHX Text
D.8-3.9
AutoCAD SHX Text
E-2.2
AutoCAD SHX Text
E-2.8
AutoCAD SHX Text
E-3
AutoCAD SHX Text
E-3.3
AutoCAD SHX Text
F-1.4
AutoCAD SHX Text
F-1.6
AutoCAD SHX Text
F-2
AutoCAD SHX Text
F-3
AutoCAD SHX Text
F-3.3
AutoCAD SHX Text
G-1.6
AutoCAD SHX Text
G-2
AutoCAD SHX Text
G-3
AutoCAD SHX Text
G-3.3
AutoCAD SHX Text
HSS10x10x5/8
AutoCAD SHX Text
HSS10x10x5/8
AutoCAD SHX Text
HSS10x10x5/8
AutoCAD SHX Text
HSS10x10x5/8
AutoCAD SHX Text
22'-11"
AutoCAD SHX Text
MECH. DECK, TOP OF STEEL
AutoCAD SHX Text
27'-3 "14"
AutoCAD SHX Text
MECH. DECK RIDGE, BOTTOM OF STEEL
AutoCAD SHX Text
34'-7"
AutoCAD SHX Text
STAIR TOWER, TOP OF STEEL
AutoCAD SHX Text
34"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
34"
AutoCAD SHX Text
B.5-2.2
AutoCAD SHX Text
B.5-2.8
AutoCAD SHX Text
HSS5x5x3/8
AutoCAD SHX Text
HSS5x5x3/8
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS5x5x3/8
AutoCAD SHX Text
HSS5x5x3/8
AutoCAD SHX Text
HSS5x5x3/8
AutoCAD SHX Text
HSS5x5x3/8
AutoCAD SHX Text
HSS5x5x3/8
AutoCAD SHX Text
HSS5x5x3/8
AutoCAD SHX Text
HSS5x5x3/8
AutoCAD SHX Text
HSS5x5x3/8
AutoCAD SHX Text
HSS5x5x3/8
AutoCAD SHX Text
HSS5x5x3/8
AutoCAD SHX Text
HSS5x5x3/8
AutoCAD SHX Text
HSS5x5x3/8
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
34"
AutoCAD SHX Text
1"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
34"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
1"
AutoCAD SHX Text
8'-7 "78"
AutoCAD SHX Text
COURTROOM FLOOR, BOTTOM OF STEEL
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
20'-9"
AutoCAD SHX Text
COURTROOM SPANDREL BEAM, TOP OF STEEL RIBBON WINDOW, TOP OF STEEL
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
B.4-1.3
AutoCAD SHX Text
B.4-3.7
AutoCAD SHX Text
HSS8x8x1/2
AutoCAD SHX Text
HSS8x6x1/2
AutoCAD SHX Text
CP-4
AutoCAD SHX Text
CP-4
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-5
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
B-3.7
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
CP-6
AutoCAD SHX Text
CP-6
AutoCAD SHX Text
CP-6
AutoCAD SHX Text
CP-6
AutoCAD SHX Text
CP-6
AutoCAD SHX Text
CP-6
AutoCAD SHX Text
CP-6
AutoCAD SHX Text
CP-6
AutoCAD SHX Text
CP-6*
AutoCAD SHX Text
CP-6*
AutoCAD SHX Text
CP-6*
AutoCAD SHX Text
CP-6*
AutoCAD SHX Text
CP-6*
AutoCAD SHX Text
CP-6*
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
BP-4
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
CP-3
AutoCAD SHX Text
* INCREASE LENGTH OF SLOPED CAP PLATE AS REQ'D
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
CP-6
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
CP-6
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
CP-6
AutoCAD SHX Text
BP-6
AutoCAD SHX Text
CP-6
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
HSS10x10x5/8
AutoCAD SHX Text
1"
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
1"
AutoCAD SHX Text
HSS10x10x5/8
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
34"
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
HSS7x7x1/2
AutoCAD SHX Text
34"
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
CP-7
AutoCAD SHX Text
BP-2
AutoCAD SHX Text
CP-7
AutoCAD SHX Text
BP-3
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
CP-5
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
CP-1
AutoCAD SHX Text
BP-1
AutoCAD SHX Text
CP-5
AutoCAD SHX Text
E-1.4 +
AutoCAD SHX Text
E-3.6 +
AutoCAD SHX Text
F-3.6 +
AutoCAD SHX Text
+ THE BASES OF COLUMNS E-1.4, E-3.6 AND F-3.6 ARE LOCATED OUTSIDE THE BUILDING ENVELOPE AND MAY BE SUBJECT TO CORROSION. BASE PLATES, ANCHOR BOLTS AND SUB-GRADE EXTENTS OF THESE COLUMNS SHALL BE HOT-DIPPED GALVANIZED.
AutoCAD SHX Text
COLUMN SCHEDULE COLUMN DETAILS
AutoCAD SHX Text
S-11
AutoCAD SHX Text
THE GOLDSTEIN PARTNERSHIP ARCHITECTS 515 VALLEY STREET, SUITE 110, MAPLEWOOD, NJ 07040 OFC: 973-761-4550
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
THIS DRAWING IS
AutoCAD SHX Text
INCOMPLETE UNLESS
AutoCAD SHX Text
CONTRACT DOCUMENTS.
AutoCAD SHX Text
USED WITH ALL OTHER
AutoCAD SHX Text
COPYRIGHT © 2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.
AutoCAD SHX Text
DWN: WM
AutoCAD SHX Text
CKD: AK
AutoCAD SHX Text
SCALE: AS NOTED
AutoCAD SHX Text
WWW.GOLDSTEIN-ARCHITECTS.COM
AutoCAD SHX Text
FRANK H. LEHR ASSOCIATES, SITE & CIVIL ENGINEERS SITE & CIVIL ENGINEERS 101 SOUTH HARRISON ST. EAST ORANGE, NJ 07018 T: (973) 673-2520 F: (973) 673-6623
AutoCAD SHX Text
OMDEX, INC., MECHANICAL & ELECTRICAL ENGINEERS MECHANICAL & ELECTRICAL ENGINEERS 21 CROSS AVE. MIDLAND PARK, NJ 07432 T: (201) 444-0753 F: (201) 444-0839
AutoCAD SHX Text
ALLAN KLEIN, PE., STRUCTURAL ENGINEERS , STRUCTURAL ENGINEERS 1044 ROUTE 22 WEST, MOUNTAINSIDE, NJ 07092 OFC: 908-232-8500
AutoCAD SHX Text
ALLAN KLEIN, PE
AutoCAD SHX Text
NJ LICENSE 24 GE02767300
AutoCAD SHX Text
NEW MUNICIPAL BUILDING BOROUGH OF SHIP BOTTOM SHIP BOTTOM, NJ 08008
AutoCAD SHX Text
DATE: 05/01/20
AutoCAD SHX Text
SHEET 24 OF 74
SECTION AT ELEVATOR SHAFT
LONGITUDINAL SECTION
SECTION AT TRUSS
SECTION THROUGH COURTROOM
SECTION AT C
SECTION AT MAYOR'S OFFICE
RAILING SUPPORT
©
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
B.2
AutoCAD SHX Text
B.3
AutoCAD SHX Text
B.4
AutoCAD SHX Text
B.5
AutoCAD SHX Text
B.7
AutoCAD SHX Text
C.3
AutoCAD SHX Text
C.5
AutoCAD SHX Text
D.2
AutoCAD SHX Text
D.4
AutoCAD SHX Text
D.6
AutoCAD SHX Text
D.8
AutoCAD SHX Text
F
AutoCAD SHX Text
G
AutoCAD SHX Text
A.7
AutoCAD SHX Text
STAIR TOWER (BEYOND)
AutoCAD SHX Text
A.1
AutoCAD SHX Text
HSS6x12x RIDGE 12 RIDGE
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
1000 S 162-54 RAFTERS @ 24" O.C.
AutoCAD SHX Text
1000 S 162-54 RAFTERS @ 24" O.C.
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12(ROTATED)
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
C12x20.7 (CURVED)
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45 T.O.S. 23'-11"
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
HSS12x4x 14(CURVED)
AutoCAD SHX Text
W16x67
AutoCAD SHX Text
W16x67
AutoCAD SHX Text
W16x67
AutoCAD SHX Text
W16x67
AutoCAD SHX Text
W16x67
AutoCAD SHX Text
W16x77
AutoCAD SHX Text
1000 S 162-54 RAFTERS@24" O.C.
AutoCAD SHX Text
W8x31
AutoCAD SHX Text
W12x53
AutoCAD SHX Text
HSS6x12x RIDGE 12 RIDGE
AutoCAD SHX Text
HSS6x12x RIDGE 12 RIDGE (CURVED)
AutoCAD SHX Text
W12x45 HIP (BEYOND) FRAMED FLUSH WITH RAFTERS
AutoCAD SHX Text
~
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS6x6x 38
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x96
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
D.2
AutoCAD SHX Text
D.4
AutoCAD SHX Text
D.6
AutoCAD SHX Text
D.8
AutoCAD SHX Text
STAIR TOWER (BEYOND)
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
W14x48
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
W16x77
AutoCAD SHX Text
3/16" = 1'-0"
AutoCAD SHX Text
2 -
AutoCAD SHX Text
EL. 0'-0" TOP OF SLAB 1st FL.st FL. FL.
AutoCAD SHX Text
EL. 11'-3" TOP OF STEEL 2nd FL.nd FL. FL.
AutoCAD SHX Text
EL. 22'-6" TOP OF STEEL C12x20.7
AutoCAD SHX Text
EL. 28'-3 " 14" TOP OF STEEL MECH. WELL RIDGE
AutoCAD SHX Text
EL. -4'-7" TOP OF PILE CAP
AutoCAD SHX Text
GRADE BEAM (TYP)
AutoCAD SHX Text
~
AutoCAD SHX Text
PILE CAP (TYP)
AutoCAD SHX Text
3/16" = 1'-0"
AutoCAD SHX Text
1 -
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS6x6x 38
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
~
AutoCAD SHX Text
W14x43 (BEYOND)
AutoCAD SHX Text
W12x45 T.O.S. 23'-11"
AutoCAD SHX Text
L8x6x 12
AutoCAD SHX Text
EL. 22'-11" 22'-11" TOP OF STEEL MECH. DECK
AutoCAD SHX Text
~
AutoCAD SHX Text
1.5 B-DECK 22 GAGE
AutoCAD SHX Text
~
AutoCAD SHX Text
1.5 B-DECK 22 GAGE
AutoCAD SHX Text
1.5 B-DECK 22 GAGE
AutoCAD SHX Text
6 S-12
AutoCAD SHX Text
HSS2 x2 x 12x2 x 12x 14
AutoCAD SHX Text
BP-5
AutoCAD SHX Text
CP-4
AutoCAD SHX Text
HSS3x3x 14RAILING SUPPORT (TYP)
AutoCAD SHX Text
1.4
AutoCAD SHX Text
1.6
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2.8
AutoCAD SHX Text
3.3
AutoCAD SHX Text
3.6
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
EL. 0'-0" TOP OF SLAB 1st FL.st FL. FL.
AutoCAD SHX Text
EL. 9'-9" TOP OF STEEL COURTROOM
AutoCAD SHX Text
EL. -4'-7" TOP OF PILE CAP
AutoCAD SHX Text
GRADE BEAM (TYP)
AutoCAD SHX Text
~
AutoCAD SHX Text
PILE CAP (TYP)
AutoCAD SHX Text
EL. 26'-6" TOP OF STEEL BREAK IN ROOF
AutoCAD SHX Text
EL. 22'-11" TOP OF STEEL MECH. DECK
AutoCAD SHX Text
EL. 28'-3 " 28'-3 " 14" TOP OF STEEL MECH. WELL RIDGE
AutoCAD SHX Text
EL. 20'-9" 20'-9" TOP OF STEEL SPANDREL BEAM
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS8x8x 14
AutoCAD SHX Text
HSS8x8x 14
AutoCAD SHX Text
W12x45 (BEYOND)
AutoCAD SHX Text
~
AutoCAD SHX Text
ALL TRUSS COMPONENTS HSS10x6x ORIENTED 38 ORIENTED AS SHOWN (TRUSS TRUSS SYMMETRICAL ABOUT CENTER LINE)
AutoCAD SHX Text
HSS8x8x 14
AutoCAD SHX Text
3/16" = 1'-0"
AutoCAD SHX Text
3 -
AutoCAD SHX Text
EL. 11'-3" 11'-3" TOP OF STEEL 2nd Fl.
AutoCAD SHX Text
1000 S 162-54 RAFTERS @ 24" O.C.
AutoCAD SHX Text
~
AutoCAD SHX Text
1.5 B-DECK 22 GAGE (TYP)
AutoCAD SHX Text
AutoCAD SHX Text
HSS8x8x 14
AutoCAD SHX Text
1.4
AutoCAD SHX Text
1.6
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2
AutoCAD SHX Text
3/16" = 1'-0"
AutoCAD SHX Text
4 -
AutoCAD SHX Text
EL. 0'-0" TOP OF SLAB 1st FL.st FL. FL.
AutoCAD SHX Text
EL. 9'-9" TOP OF STEEL COURTROOM
AutoCAD SHX Text
EL. -4'-7" TOP OF PILE CAP
AutoCAD SHX Text
EL. 26'-6" TOP OF STEEL BREAK IN ROOF
AutoCAD SHX Text
EL. 22'-11" TOP OF STEEL MECH. DECK
AutoCAD SHX Text
EL. 28'-3 " 28'-3 " 14" TOP OF STEEL MECH. WELL RIDGE
AutoCAD SHX Text
EL. 20'-9" 20'-9" TOP OF STEEL SPANDREL BEAM
AutoCAD SHX Text
EL. 11'-3" 11'-3" TOP OF STEEL 2nd Fl.
AutoCAD SHX Text
AutoCAD SHX Text
HSS10x10x 58
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
PILE CAP (TYP)
AutoCAD SHX Text
GRADE BEAM (TYP)
AutoCAD SHX Text
~
AutoCAD SHX Text
W12x96
AutoCAD SHX Text
W16x89 (BEYOND)
AutoCAD SHX Text
W12x120
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
HSS4x4x 14
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
W12x19
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
1000 S 162-54 RAFTERS @ 24" O.C.
AutoCAD SHX Text
EL. 11'-3" 11'-3" TOP OF STEEL SILL
AutoCAD SHX Text
~
AutoCAD SHX Text
1.5 B-DECK 22 GAGE
AutoCAD SHX Text
1000 S 162-54 RAFTERS @ 24" O.C.
AutoCAD SHX Text
1
AutoCAD SHX Text
1.3
AutoCAD SHX Text
1.7
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2
AutoCAD SHX Text
3/16" = 1'-0"
AutoCAD SHX Text
5 -
AutoCAD SHX Text
1000 S 162-54 RAFTERS @ 12" O.C.
AutoCAD SHX Text
800 S 162-54 RAFTER EXTENSIONS @ 12" O.C.
AutoCAD SHX Text
~
AutoCAD SHX Text
~
AutoCAD SHX Text
1000 S 162-54 RAFTERS @ 24" O.C.
AutoCAD SHX Text
~
AutoCAD SHX Text
AutoCAD SHX Text
HSS4x4x 14
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
EL. 0'-0" TOP OF SLAB 1st FL.st FL. FL.
AutoCAD SHX Text
EL. -4'-7" TOP OF PILE CAP
AutoCAD SHX Text
EL. 22'-11" TOP OF STEEL MECH. DECK
AutoCAD SHX Text
EL. 28'-3 " 28'-3 " 14" TOP OF STEEL MECH. WELL RIDGE
AutoCAD SHX Text
EL. 20'-9" 20'-9" TOP OF STEEL SPANDREL BEAM
AutoCAD SHX Text
EL. 11'-3" 11'-3" TOP OF STEEL 2nd Fl.
AutoCAD SHX Text
EL. 10'-6" 10'-6" TOP OF STEEL SPANDREL BEAM
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
W14x38
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
EL. 25'-1" 25'-1" TOP OF STEEL BREAK IN ROOF
AutoCAD SHX Text
EL. 14'-11 " 14'-11 " 12" TOP OF STEEL W10x22
AutoCAD SHX Text
~
AutoCAD SHX Text
1.5 B-DECK 22 GAGE
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
6 -
AutoCAD SHX Text
MAYOR'S OFFICE EXTERIOR WALL
AutoCAD SHX Text
SECOND FLOOR SLAB
AutoCAD SHX Text
W16x67 (BEYOND)
AutoCAD SHX Text
~
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W12x53
AutoCAD SHX Text
HSS7x7x 12(ROTATED)
AutoCAD SHX Text
HSS7x7x 12(BEYOND)
AutoCAD SHX Text
CELL CLOSURE
AutoCAD SHX Text
L8x6x 126" LEG CUT TO SUIT
AutoCAD SHX Text
W8x31 T.O.S. 11'-3"
AutoCAD SHX Text
W18x40 SPANDREL BEAM T.O.S. 10'-7"
AutoCAD SHX Text
A
AutoCAD SHX Text
A.1
AutoCAD SHX Text
BP-5
AutoCAD SHX Text
HSS3x3x 38
AutoCAD SHX Text
WT9x17.5
AutoCAD SHX Text
HSS12x6x 12RIDGE
AutoCAD SHX Text
HSS5x5x 38
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
7 -
AutoCAD SHX Text
THE GOLDSTEIN PARTNERSHIP ARCHITECTS 515 VALLEY STREET, SUITE 110, MAPLEWOOD, NJ 07040 OFC: 973-761-4550
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
THIS DRAWING IS
AutoCAD SHX Text
INCOMPLETE UNLESS
AutoCAD SHX Text
CONTRACT DOCUMENTS.
AutoCAD SHX Text
USED WITH ALL OTHER
AutoCAD SHX Text
COPYRIGHT © 2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.
AutoCAD SHX Text
DWN: WM
AutoCAD SHX Text
CKD: AK
AutoCAD SHX Text
SCALE: AS NOTED
AutoCAD SHX Text
WWW.GOLDSTEIN-ARCHITECTS.COM
AutoCAD SHX Text
FRANK H. LEHR ASSOCIATES, SITE & CIVIL ENGINEERS SITE & CIVIL ENGINEERS 101 SOUTH HARRISON ST. EAST ORANGE, NJ 07018 T: (973) 673-2520 F: (973) 673-6623
AutoCAD SHX Text
OMDEX, INC., MECHANICAL & ELECTRICAL ENGINEERS MECHANICAL & ELECTRICAL ENGINEERS 21 CROSS AVE. MIDLAND PARK, NJ 07432 T: (201) 444-0753 F: (201) 444-0839
AutoCAD SHX Text
ALLAN KLEIN, PE., STRUCTURAL ENGINEERS , STRUCTURAL ENGINEERS 1044 ROUTE 22 WEST, MOUNTAINSIDE, NJ 07092 OFC: 908-232-8500
AutoCAD SHX Text
ALLAN KLEIN, PE
AutoCAD SHX Text
NJ LICENSE 24 GE02767300
AutoCAD SHX Text
STRUCTURAL SECTIONS AND ELEVATIONS 1
AutoCAD SHX Text
S-12
AutoCAD SHX Text
NEW MUNICIPAL BUILDING BOROUGH OF SHIP BOTTOM SHIP BOTTOM, NJ 08008
AutoCAD SHX Text
DATE: 05/01/20
AutoCAD SHX Text
SHEET 25 OF 74
SECTION AT B.4
SECTION
SECTION
PARTIAL PLAN AT JAIL AND SALLY PORTE
SECTION AT 1.3
PARTIAL SECTION AT B
DETENTION CELL DETAILS
SECTION THRU CELL
OVER DOORWAY
LINTEL SHELF AT DOORWAY
©
AutoCAD SHX Text
1
AutoCAD SHX Text
1.3
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2
AutoCAD SHX Text
3/16" = 1'-0"
AutoCAD SHX Text
1 -
AutoCAD SHX Text
AutoCAD SHX Text
EL. 0'-0" TOP OF SLAB 1st FL.st FL. FL.
AutoCAD SHX Text
EL. -4'-7" TOP OF PILE CAP
AutoCAD SHX Text
EL. 22'-11" TOP OF STEEL MECH. DECK
AutoCAD SHX Text
EL. 28'-3 " 28'-3 " 14" TOP OF STEEL MECH. WELL RIDGE
AutoCAD SHX Text
EL. 20'-9" 20'-9" TOP OF STEEL SPANDREL BEAM
AutoCAD SHX Text
EL. 11'-3" 11'-3" TOP OF STEEL 2nd Fl.
AutoCAD SHX Text
EL. 10'-6" 10'-6" TOP OF STEEL SPANDREL BEAM
AutoCAD SHX Text
EL. 14'-11 " 14'-11 " 12" TOP OF STEEL W10x22
AutoCAD SHX Text
EL. 26'-8 " 38" TOP OF STEEL RIDGE
AutoCAD SHX Text
1000 S 162-54 RAFTERS @ 24" O.C.
AutoCAD SHX Text
W12x35 RIDGE
AutoCAD SHX Text
~
AutoCAD SHX Text
W12x35 VALLEY
AutoCAD SHX Text
1.5 B-DECK 22 GAGE
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12(BEYOND)
AutoCAD SHX Text
W12x30 (BEYOND)
AutoCAD SHX Text
HSS8x6x 12
AutoCAD SHX Text
HSS10x4x 38(SLOPED)
AutoCAD SHX Text
W10x33 (SLOPED)
AutoCAD SHX Text
HSS7x7x 12(BEYOND)
AutoCAD SHX Text
W14x38 (BEYOND)
AutoCAD SHX Text
W14x34 (BEYOND)
AutoCAD SHX Text
B
AutoCAD SHX Text
B.5
AutoCAD SHX Text
B.3
AutoCAD SHX Text
1
AutoCAD SHX Text
0.8
AutoCAD SHX Text
0
AutoCAD SHX Text
3/8" = 1'-0"
AutoCAD SHX Text
6 -
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
3/8" = 1'-0"
AutoCAD SHX Text
5 -
AutoCAD SHX Text
PILE CAP (BEYOND)
AutoCAD SHX Text
GRADE BEAM (TYP)
AutoCAD SHX Text
HELICAL PILE (TYP)
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
A.7
AutoCAD SHX Text
B.2
AutoCAD SHX Text
B.3
AutoCAD SHX Text
B.4
AutoCAD SHX Text
B.5
AutoCAD SHX Text
B.7
AutoCAD SHX Text
C.3
AutoCAD SHX Text
A.1
AutoCAD SHX Text
0.8
AutoCAD SHX Text
1.3
AutoCAD SHX Text
1.7
AutoCAD SHX Text
3/16" = 1'-0"
AutoCAD SHX Text
4 -
AutoCAD SHX Text
6" CONCRETE CEILING SLAB #3 BARS @ 10" O.C. BOTH WAYS
AutoCAD SHX Text
~
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
EL. 0'-0"
AutoCAD SHX Text
EL. -0'-6"
AutoCAD SHX Text
EL. -0'-3"
AutoCAD SHX Text
8" C.M.U. WALLS (TYP) #4 BARS @ 8", CELLS FILLED SOLID TRUSS-TYPE REINFORCEMENT AT ALTERNATE COURSES
AutoCAD SHX Text
5 S-13
AutoCAD SHX Text
6 S-13
AutoCAD SHX Text
1
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
W12x35 RIDGE
AutoCAD SHX Text
W12x35 VALLEY
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
W10x33
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W10x22
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
B.2
AutoCAD SHX Text
B.4
AutoCAD SHX Text
B.7
AutoCAD SHX Text
C.5
AutoCAD SHX Text
D.2
AutoCAD SHX Text
A.7
AutoCAD SHX Text
3/16" = 1'-0"
AutoCAD SHX Text
3 -
AutoCAD SHX Text
EL. 0'-0" TOP OF SLAB 1st FL.st FL. FL.
AutoCAD SHX Text
EL. -4'-7" TOP OF PILE CAP
AutoCAD SHX Text
EL. 20'-9" 20'-9" TOP OF STEEL SPANDREL BEAM
AutoCAD SHX Text
EL. 11'-3" 11'-3" TOP OF STEEL 2nd Fl.
AutoCAD SHX Text
EL. 14'-11 " 14'-11 " 12" TOP OF STEEL W10x22
AutoCAD SHX Text
EL. 26'-8 " 38" TOP OF STEEL RIDGE
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
1000 S 162-54 RAFTERS @ 12" O.C.
AutoCAD SHX Text
~
AutoCAD SHX Text
1000 S 162-54 RAFTERS @ 24" O.C.
AutoCAD SHX Text
~
AutoCAD SHX Text
W12x35 VALLEY
AutoCAD SHX Text
A
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
1.7
AutoCAD SHX Text
2.2
AutoCAD SHX Text
2
AutoCAD SHX Text
AutoCAD SHX Text
3/16" = 1'-0"
AutoCAD SHX Text
2 -
AutoCAD SHX Text
C12x20.7
AutoCAD SHX Text
EL. 22'-11" TOP OF STEEL MECH. DECK
AutoCAD SHX Text
EL. 28'-3 " 28'-3 " 14" TOP OF STEEL MECH. WELL RIDGE
AutoCAD SHX Text
EL. 20'-9" 20'-9" TOP OF STEEL C12x20.7
AutoCAD SHX Text
EL. 26'-8 " 38" TOP OF STEEL RIDGE
AutoCAD SHX Text
W6x15
AutoCAD SHX Text
HSS6x6x 38
AutoCAD SHX Text
W10x39
AutoCAD SHX Text
W12x45
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
HSS7x7x 12
AutoCAD SHX Text
8" C.M.U. WALL CELLS FILLED SOLID #4 BARS @ 8" O.C.
AutoCAD SHX Text
TRUSS-TYPE REINFORCEMENT AT ALTERNATE COURSES
AutoCAD SHX Text
#4 DOWELS @ 16" O.C. (TYP)
AutoCAD SHX Text
CELL TOP SLAB: 6" THICK #3 BARS @ 10" O.C. BOTH WAYS
AutoCAD SHX Text
#4 CORNER BARS @ 10" O.C. EACH LEG 16" LONG (TYP)
AutoCAD SHX Text
6" THICK CONCRETE WALL #3 BARS @ 10" O.C. BOTH WAYS
AutoCAD SHX Text
COLUMN (BEYOND)
AutoCAD SHX Text
SLOPE SLAB PER ARCH PLAN
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
7 -
AutoCAD SHX Text
DOORWAY
AutoCAD SHX Text
~
AutoCAD SHX Text
CAST CONCRETE LINTEL
AutoCAD SHX Text
L6x4x 38
AutoCAD SHX Text
PRECAST LINTEL
AutoCAD SHX Text
6" C.M.U.
AutoCAD SHX Text
6" CONCRETE TOP SLAB
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
STRUCTURAL SECTIONS AND ELEVATIONS 2
AutoCAD SHX Text
S-13
AutoCAD SHX Text
THE GOLDSTEIN PARTNERSHIP ARCHITECTS 515 VALLEY STREET, SUITE 110, MAPLEWOOD, NJ 07040 OFC: 973-761-4550
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
THIS DRAWING IS
AutoCAD SHX Text
INCOMPLETE UNLESS
AutoCAD SHX Text
CONTRACT DOCUMENTS.
AutoCAD SHX Text
USED WITH ALL OTHER
AutoCAD SHX Text
COPYRIGHT © 2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.
AutoCAD SHX Text
DWN: WM
AutoCAD SHX Text
CKD: AK
AutoCAD SHX Text
SCALE: AS NOTED
AutoCAD SHX Text
WWW.GOLDSTEIN-ARCHITECTS.COM
AutoCAD SHX Text
FRANK H. LEHR ASSOCIATES, SITE & CIVIL ENGINEERS SITE & CIVIL ENGINEERS 101 SOUTH HARRISON ST. EAST ORANGE, NJ 07018 T: (973) 673-2520 F: (973) 673-6623
AutoCAD SHX Text
OMDEX, INC., MECHANICAL & ELECTRICAL ENGINEERS MECHANICAL & ELECTRICAL ENGINEERS 21 CROSS AVE. MIDLAND PARK, NJ 07432 T: (201) 444-0753 F: (201) 444-0839
AutoCAD SHX Text
ALLAN KLEIN, PE., STRUCTURAL ENGINEERS , STRUCTURAL ENGINEERS 1044 ROUTE 22 WEST, MOUNTAINSIDE, NJ 07092 OFC: 908-232-8500
AutoCAD SHX Text
ALLAN KLEIN, PE
AutoCAD SHX Text
NJ LICENSE 24 GE02767300
AutoCAD SHX Text
NEW MUNICIPAL BUILDING BOROUGH OF SHIP BOTTOM SHIP BOTTOM, NJ 08008
AutoCAD SHX Text
DATE: 05/01/20
AutoCAD SHX Text
SHEET 26 OF 74
AutoCAD SHX Text
1 ADDENDUM 2 1/5/2021
AutoCAD SHX Text
C.M.U. WALLS 8" THICK
SECTION AT STAIR TOWER
PLAN AT STAIR TOWER PLATFORM
CONCRETE DECK AT STAIR TOWER PLATFORM
PLAN AT STAIR TOWER PLATFORM
STAIR TOWER FRAMING
EL. 0'-0" TO EL. 8'-9"
EL. 11'-4" TO EL. 17'-2"
EL. 20'-1" TO EL. 24'-2"
STAIR TOWER RAILING SUPPORT
©
AutoCAD SHX Text
5" POUR STOP (TYP)
AutoCAD SHX Text
HSS8x8x 12
AutoCAD SHX Text
W8x24 (TYP)
AutoCAD SHX Text
EL. 0'-0" TOP OF SLAB 1st FL.st FL. FL.
AutoCAD SHX Text
EL. 11'-3" TOP OF STEEL 2nd FL.nd FL. FL.
AutoCAD SHX Text
EL. 22'-11" TOP OF STEEL MECH. DECK
AutoCAD SHX Text
EL. 28'-3 " 14" TOP OF STEEL MECH. WELL RIDGE
AutoCAD SHX Text
EL. -4'-7" TOP OF PILE CAP
AutoCAD SHX Text
D.4
AutoCAD SHX Text
D.6
AutoCAD SHX Text
W8x28 CANTILEVER STAIR SUPPORT
AutoCAD SHX Text
W8x28 CANTILEVER STAIR SUPPORT
AutoCAD SHX Text
W8x28 CANTILEVER STAIR SUPPORT
AutoCAD SHX Text
W8x28 CANTILEVER STAIR SUPPORT
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
~
AutoCAD SHX Text
W14x43
AutoCAD SHX Text
~
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
~
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
~
AutoCAD SHX Text
W16x50 (BEYOND)
AutoCAD SHX Text
W14x34 (BEYOND)
AutoCAD SHX Text
W14x43
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
~
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30 (BEYOND)
AutoCAD SHX Text
W12x30
AutoCAD SHX Text
W12x30 (BEYOND)
AutoCAD SHX Text
SECOND FLOOR SLAB
AutoCAD SHX Text
HSS6x3x 316
AutoCAD SHX Text
D.2
AutoCAD SHX Text
D.8
AutoCAD SHX Text
HSS3x3x 316TENSION RING
AutoCAD SHX Text
HSS12x6x 12(BEYOND)
AutoCAD SHX Text
HSS12x6x 12(BEYOND)
AutoCAD SHX Text
EL. 34'-7" TOP OF STEEL STAIR TOWER PLATFORM
AutoCAD SHX Text
EL. 42'-9 " 12" TOP OF STEEL LANTERN TENSION RING
AutoCAD SHX Text
HSS8x8
AutoCAD SHX Text
W14x34
AutoCAD SHX Text
3/8" = 1'-0"
AutoCAD SHX Text
1 -
AutoCAD SHX Text
800 S 162-54 RAFTERS @ 24" O.C.
AutoCAD SHX Text
~
AutoCAD SHX Text
1.5 B-DECK, 22 GA.
AutoCAD SHX Text
2 S-3
AutoCAD SHX Text
WEST STAIR TOWER SHOWN, EAST STAIR TOWER SIMILAR BUT OPPOSITE HAND
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
~
AutoCAD SHX Text
HSS8x8x 14
AutoCAD SHX Text
W12x40
AutoCAD SHX Text
~
AutoCAD SHX Text
HSS3x3x 38(TYP)
AutoCAD SHX Text
W8x24 (TYP)
AutoCAD SHX Text
HSS8x8x 12(TYP)
AutoCAD SHX Text
HSS6x3x 316(TYP)
AutoCAD SHX Text
13"x BENT PLATE 38 BENT PLATE (TYP, SEE ARCH DWGS)
AutoCAD SHX Text
3/8" = 1'-0"
AutoCAD SHX Text
2 -
AutoCAD SHX Text
3/8" = 1'-0"
AutoCAD SHX Text
1 -
AutoCAD SHX Text
3/8" = 1'-0"
AutoCAD SHX Text
1 -
AutoCAD SHX Text
5" COMPOSITE CONCRETE DECK 4,000 PSI CONCRETE 3 VLI, 20 GA. 4X4-2.9X2.9 WWF
AutoCAD SHX Text
~
AutoCAD SHX Text
5" POUR STOP (TYP)
AutoCAD SHX Text
HSS6x3x 316(TYP)
AutoCAD SHX Text
13"x BENT PLATE 38 BENT PLATE (TYP, SEE ARCH DWGS)
AutoCAD SHX Text
TYP
AutoCAD SHX Text
HSS3x3x 316(TYP)
AutoCAD SHX Text
D.2
AutoCAD SHX Text
D.2
AutoCAD SHX Text
1.1
AutoCAD SHX Text
1.6
AutoCAD SHX Text
D.2
AutoCAD SHX Text
D.2
AutoCAD SHX Text
1.1
AutoCAD SHX Text
1.6
AutoCAD SHX Text
D.2
AutoCAD SHX Text
D.2
AutoCAD SHX Text
1.1
AutoCAD SHX Text
1.6
AutoCAD SHX Text
3/16" = 1'-0"
AutoCAD SHX Text
3 -
AutoCAD SHX Text
W8x28 TOS 2'-7"
AutoCAD SHX Text
W8x28 TOS 8'-9"
AutoCAD SHX Text
W8x28 TOS 5'-6"
AutoCAD SHX Text
W8x28 TOS 14'-3"
AutoCAD SHX Text
W8x28 TOS 17'-2"
AutoCAD SHX Text
W8x28 TOS 11'-4"
AutoCAD SHX Text
W14x34 TOS 11'-3"
AutoCAD SHX Text
W14x34 TOS 11'-3"
AutoCAD SHX Text
W14x34 TOS 11'-3"
AutoCAD SHX Text
W14x43 TOS 11'-3"
AutoCAD SHX Text
W8x28 TOS 24'-2"
AutoCAD SHX Text
W8x28 TOS 23'-0"
AutoCAD SHX Text
W8x28 TOS 20'-1"
AutoCAD SHX Text
WEST STAIR TOWER SHOWN, EAST STAIR TOWER SIMILAR BUT OPPOSITE HAND
AutoCAD SHX Text
W12x3O TOS 11'-3"
AutoCAD SHX Text
W12x3O TOS 11'-3"
AutoCAD SHX Text
W12x3O TOS 11'-3"
AutoCAD SHX Text
W12x3O TOS 11'-3"
AutoCAD SHX Text
= MOMENT CONNECTION REACTION = 8.4 KIP/FT.
AutoCAD SHX Text
HSS8x8x 12(TYP)
AutoCAD SHX Text
HSS8x8x 12(TYP)
AutoCAD SHX Text
HSS8x8x 12(TYP)
AutoCAD SHX Text
HSS3x3x 38
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
4 -
AutoCAD SHX Text
THE GOLDSTEIN PARTNERSHIP ARCHITECTS 515 VALLEY STREET, SUITE 110, MAPLEWOOD, NJ 07040 OFC: 973-761-4550
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
THIS DRAWING IS
AutoCAD SHX Text
INCOMPLETE UNLESS
AutoCAD SHX Text
CONTRACT DOCUMENTS.
AutoCAD SHX Text
USED WITH ALL OTHER
AutoCAD SHX Text
COPYRIGHT © 2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.2019 BY THE GOLDSTEIN PARTNERSHIP. ALL RIGHTS RESERVED.
AutoCAD SHX Text
DWN: WM
AutoCAD SHX Text
CKD: AK
AutoCAD SHX Text
SCALE: AS NOTED
AutoCAD SHX Text
WWW.GOLDSTEIN-ARCHITECTS.COM
AutoCAD SHX Text
FRANK H. LEHR ASSOCIATES, SITE & CIVIL ENGINEERS SITE & CIVIL ENGINEERS 101 SOUTH HARRISON ST. EAST ORANGE, NJ 07018 T: (973) 673-2520 F: (973) 673-6623
AutoCAD SHX Text
OMDEX, INC., MECHANICAL & ELECTRICAL ENGINEERS MECHANICAL & ELECTRICAL ENGINEERS 21 CROSS AVE. MIDLAND PARK, NJ 07432 T: (201) 444-0753 F: (201) 444-0839
AutoCAD SHX Text
ALLAN KLEIN, PE., STRUCTURAL ENGINEERS , STRUCTURAL ENGINEERS 1044 ROUTE 22 WEST, MOUNTAINSIDE, NJ 07092 OFC: 908-232-8500
AutoCAD SHX Text
ALLAN KLEIN, PE
AutoCAD SHX Text
NJ LICENSE 24 GE02767300
AutoCAD SHX Text
STAIR TOWER PLANS AND SECTION
AutoCAD SHX Text
S-14
AutoCAD SHX Text
NEW MUNICIPAL BUILDING BOROUGH OF SHIP BOTTOM SHIP BOTTOM, NJ 08008
AutoCAD SHX Text
DATE: 05/01/20
AutoCAD SHX Text
SHEET 27 OF 74
![Www.earnedschedule.com_Docs_Earned Schedule Principles & Practice [Davis & Higgins]](https://static.fdocument.org/doc/165x107/55cf9019550346703ba2fb6c/wwwearnedschedulecomdocsearned-schedule-principles-practice-davis-.jpg)
