11-959-032MATERIAL DATA
STRUCTURAL SPECIFICATIONS
GENERAL
ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT
GOVERNING EDITION OF THE FLORIDA BUILDING CODE.
REINFORCING STEEL
BARS FOR REINFORCING SHALL BE GRADE 60 DEFORMED BARS CONFORMING
TO ASTM A106 OR A615. LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI
318 - CURRENT EDITION UNLESS NOTED OTHERWISE ON THE PLANS. BARS TO BE
WELDED OR FIELD BENT SHALL CONFORM TO ASTM A106.
SLAB MEMBRANE - 15 MIL STEGO WRAP VAPOR BARRIER OR EQUIVALENT,
MEETING ASTM E1145, CLASS 'C' REQUIREMENTS OR BETTER.
LIGHT GAGE METAL FRAMING
I. LIGHT GAGE METAL FRAMING SHALL BE DESIGNED AND FABRICATED BY A
FRANCHISED LIGHT GAGE METAL FRAMING FABRICATOR (ICC -ES ER- 4943).
2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE LIGHT GAGE
METAL FRAMING TO BE INSTALLED AS SHOWN ON THE STRUCTURAL AND
ARCHITECTURAL DRAWINGS, INCLUDING LAYOUT, SIZE OF MEMBERS, AND
CONNECTION DETAILS. IN ADDITION TO THE ABOVE DRAWINGS
CALCULATIONS SHOWING ALL STRESSES AND DEFLECTION CAUSED BY DEAD
AND LIVE LOADS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW.
DRAWINGS AND CALCULATIONS SHALL BE SIGNED BY A REGISTERED CIVIL
ENGINEER OF THE STATE OF FLORIDA.
3. LIGHT GAGE METAL FRAMING DESIGN AND CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE 2001 F.B.C.
4. LIGHT GAGE METAL FRAMING FABRICATOR SHALL OBTAIN ALL NECESSARY
APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING
CONSTRUCTION.
5. ARC WELDING ELECTRODES SHALL BE E60 SERIES FOR LIGHT GAUGE METAL
FRAMING
6. SECTIONS 18, 20GA, FY = 33 KSI.
1. SECTIONS 16GA, FY = 50 KSI.
FASTENERS
ALL FASTENERS USED FOR LIGHT GAGE METAL ATTACHMENTS TO STRUCTURAL
STEEL SHALL BE 1/4' SELF DRILLING SCREWS (S.D.S.) BY HILTI PRODUCT OR
EQUAL. ALL FASTENERS USED FOR METAL STUDS AND METAL JOIST
CONNECTIONS SHALL BE 010 -16 SCREWS U.N.O. (USE FLATHEADS WHERE
SURFACE IS TO BE FINISHED WITH GYP. BOARD OR PLYWOOD). ALL FASTENERS
USED AT CONCRETE EMBEDMENTS, SHALL BE POWDER DRIVEN FASTENERS BY
HILTI PRODUCT OR EQUAL. (ICC -ESR- 1663).
STRUCTURAL STEEL AND MISCELLANEOUS IRON
STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CURRENT EDITION OF THE A15C CODE OF STANDARD
PRACTICE.
I. WIDE FLANGE AND STRUCTURAL TEE SHAPES SHALL CONFORM TO ASTM
A992.
2. CHANNELS AND ANGLES SHALL CONFORM TO ASTM A36.
3. STRUCTURAL PLATE SHALL CONFORM TO ASTM A36 OR ASTM A512 GR50.
ALL STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL RECEIVE SHOP
PRIME COAT EXCEPT ON SURFACES RECEIVING WELDS, EMBEDDED IN
CONCRETE, OR AT SLIP CRITICAL HIGH STRENGTH BOLTS WHICH SHALL BE
TOUCHED UP AFTER CONNECTION IS COMPLETE. STRUCTURAL STEEL AND
MISCELLANEOUS IRON WHICH 15 TO HAVE SPRAY ON FIREPROOFING SHALL NOT
BE PAINTED. STRUCTURAL STEEL PERMANENTLY EXPOSED TO WEATHER SHALL
RECEIVE TWO COATS OF SEMI -GLOSS ALKYD ENAMEL COMPATIBLE WITH
PRIMER
HOLLOW STRUCTURAL SECTIONS - ASTM A500, GRADE B, Fy =46 KSI (TYP, UNO)
MACHINE BOLTS. ANCHOR BOLTS. STUDS AND THREADED RODS
1. BOLTS AND RODS SHALL CONFORM TO ASTM A301 GRADE A OR B OR A36.
2. NUTS SHALL BE AS SHOWN BELOW AND FINISH SHALL MATCH FASTENER.
FASTENER GRADE AND SIZE
NUT CLASS
NUT STYLE
ASTM A3(o OR ASTM A301A,1'4' TO ly'
ASTM A563 -A
HEX
A5TM A36 OR ASTM A301A, OVER I)V2' TO 4'
ASTM A563 -A
HEAVY HEX
ASTM A3015, Y4' TO 4'
ASTM A563 -A
HEAVY HEX
3. HEADED STUDS AND WELDING SHALL CONFORM TO AWS DI.I- CURRENT EDITION,
TYPE B STUDS,
WELDING
ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS PER AWS
'STANDARD QUALIFICATION PROCEDURE' TO PERFORM THE TYPE OF WORK
REQUIRED. ALL WELDING SHALL BE IN ACCORDANCE WITH THE CURRENT AWS
WELDING CODE. ARC WELDING ELECTRODES SHALL BE E10 SERIES FOR A36,
A512 4 A992 MATERIAL, AND E80 SERIES FOR A106 REINFORCING STEEL.
WELD METAL TOUGHNESS SHALL BE REPORTED ON THE ELECTRODE
MANUFACTURER'S CERTIFICATE OF COMPLIANCE. ALL ELECTRODES SHALL BE
LOW HYDROGEN WITH A MINIMUM CVN VALUE OF 20 FT -L55 AT -207 F.
EXCEPTIONS: METAL DECK WELDING, STAIR AND HANDRAIL WELDING, LIGHT
GAGE STEEL WELDING.
TACK WELDS, AIR -ARC GOUGING AND FLAME CUTTING SHALL NOT BE
PERFORMED WITHOUT ADEQUATE PREHEAT OR INCORPORATION INTO THE
FINAL WELD.
THE FILLER METAL MANUFACTURER'S PUBLISHED RECOMMENDATIONS SHALL
BE THE BASIS FOR DETERMINING THE ALLOWABLE RANGE OF ESSENTIAL
VARIABLES FOR THE PRE QUALIFIED WPS. UNLESS NOTED OTHERWISE ON THE
PLANS, BACK -UP BARS FOR CJP WELDS SHALL BE REMOVED FOLLOWED BY
BACKGOUGING AND BACKWELDING.
FRAMING REQUIRED OBSERVATIONS BY SIMICTURAL ENGINEER OF RECORD-
2. STEEL 4 MISC. METALS FRAMING
3. CONTRACTOR SHALL NOTIFY ENGINEER A MINUMUM OF 2 WORKING DAYS
PRIOR TO THE TIME WHEN HIS PRESENCE 15 REQUIRED. PLEASE NOTE
THAT THESE OBSERVATIONS ARE INDEPENDENT OF INSPECTIONS
REQUIRED BY THE CITY BUILDING DEPARTMENT.
EPDXY
EPDXY RE51N ADHESIVE SHALL BE 5ET -XP AS MANUFACTURED BY SIMPSON
STRONG -TIE OR EQUAL(ICC -E5 REPORT E5R - 2508). THE TYPE AND
PROPORTIONS SHALL BE AS RECOMMENDED BY THE MANUFACTURER FOR THE
CONDITION AND USE. PREPARATION OF CONCRETE INCLUDING DRILLING OF
HOLES FOR ANCHORS, AS WELL A5 EPDXY AND ANCHOR INSTALLATION SHALL
BE AS RECOMMENDED BY THE MANUFACTURER
SUBMITTALS
SUBMITTALS FOR THE ENGINEERS REVIEW WILL BE REQUIRED AS FOLLOWS:
I. STRUCTURAL STEEL AND MISCELLANEOUS METALS SHOP DRAWINGS.
2. WELDING PROCEDURE SPECIFICATIONS (AND PQR IF APPLICABLE).
CONTRACTOR SHALL SUBMIT TWO SETS OF PRINTS FOR REVIEW.
FABRICATOR SHALL NOT PROCEED NOR SUBMIT TO CITY OFFICIAL UNTIL
SUBMITTALS HAVE BEEN REVIEWED AND 5TAMPED BY THE ENGINEER.
3. LIGHT GAGE METAL SHOP DRAWINGS.
4. STORE FRONT SHOP DRAWINGS.
CONCRETE
CONCRETE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT
EDITION OF ACI 301 4 318. CONCRETE SHALL BE READY -MIXED CONCRETE IN
ACCORDANCE WITH ASTM C94.
MAXIMUM WATER - CEMENT RATIO, BY WEIGHT
28 DAY COMPRESSIVE
STRENGTH
NON -AIR
ENTRAINED
AIR
ENTRAINED
2500 PSI CONCRETE
.50
.50
3000 PSI CONCRETE
.55
.55
AT THE CONTRACTOR'S OPTION, AN AIR ENTRAINING AGENT CONFORMING TO THE
LATEST REVISION OF A5TM SPECIFICATION C260 MAY BE ADDED TO THE
CONCRETE TO PROVIDE SPECIFIED AMOUNTS OF ENTRAINED AIR CEMENT SHALL
BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PORTLAND
CEMENT PER ASTM DESIGNATION C150, TYPE II.
CONCRETE
MIN 28 DAY
MAX SIZE
MAX
TOTAL AIR
ELEMENT
7,OMPRE5SIVE
AGGREGATE
SLUMP
CONTENT
EQ
STRENGTH
(INCHES)
(INCHES)
(51.)
SLABS ON GRADE
3000
1
4
4%t15%
FOOTINGS
3000
1
4
4 %tl.5go
SLUMP WILL BE MEASURED AT THE TRUCK DISCHARGE. PUMPING OF CONCRETE
MAY REQUIRE ADMIXTURES TO INCREASE SLUMP BEYOND THE MAXIMUM SLUMP
LISTED ABOVE. ADMIXTURES ARE SUBJECT TO THE ENGINEER'S REVIEW. THE
SPECIAL INSPECTOR SHALL BE PROVIDED WITH A BATCH TICKET AND WEIGHT
TAG UPON DELIVERY OF EACH LOAD OF CONCRETE.
ALL CONCRETE SHALL BE PLACED WITH MECHANICAL VIBRATION UNLESS
NOTED OTHERWISE.
NON - SHRINK GROUT
NON - SHRINK GROUT SHALL BE PLOWABLE, WITH A MINIMUM COMPRESSIVE
STRENGTH OF 5000 pal. NON - SHRINK GROUT SHALL BE MASTERFLOW 928
GROUT AS MANUFACTURED BY MASTER BUILDERS OR APPROVED EQUAL.
SPECIAL INSPECTION
NON- SHRINK/EXPANSIVE GROUT
TAKE TEST SPECIMENS AND CONTINUOUSLY INSPECT THE PLACEMENT OF
NON - 5HRINK/EXPANSIVE GROUT.
BOLTS INSTALLED IN CONCRETE
PERIODICALLY INSPECT INSTALLATION OF BOLTS AND CONTINUOUSLY INSPECT
PLACEMENT OF CONCRETE AROUND SUCH BOLTS.
STRUCTURAL STEEL AND MISCELLANEOUS IRON
VERIFY THAT MILL CERTIFICATES SHOW STRUCTURAL STEEL AND
MISCELLANEOUS IRON 15 IN COMPLIANCE WITH PROJECT SPECIFICATIONS.
WELDING
VERIFY WELDER CERTIFICATIONS, COMPLIANCE WITH WELDING PROCEDURE
SPECIFICATIONS AND FOR (IF APPLICABLE).
CONTINUOUSLY INSPECT ALL STRUCTURAL WELDING, INCLUDING WELDING OF
REINFORCING STEEL.
EXCEPTIONS:
I. FLOOR AND ROOF DECK WELDING MAY HAVE PERIODIC INSPECTION.
2. WELDED STUDS USED FOR DIAPHRAGM OR COMPOSITE CONSTRUCTION
MAY HAVE PERIODIC INSPECTION.
3. WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING MAY HAVE
PERIODIC INSPECTION.
4. WELDED OF STAIRS AND RAILING SYSTEMS MAY HAVE PERIODIC
INSPECTION.
NONDESTRUCTIVE TESTING:
1. ALL COMPLETE JOINT PENETRATION WELDS ON MATERIALS 5/f6' THICK AND
GREATER REQUIRE ULTRASONIC TESTING. THE RATE OF TESTING MAY BE
REDUCED TO 2E % IF THE FAILURE RATE MEETS THE REQUIREMENTS OF CBC
SECTION 1104 AND AWS SECTION 6.20.
2. PARTIAL JOINT PENETRATION WELDS WITH EFFECTIVE THROAT THICKNESS OF
3'4' OR GREATER REQUIRE ULTRASONIC TESTING.
3. WELDS ON BASE METAL THICKER THAN lY' REQUIRE ULTRASONIC TESTING.
SPECIAL INSPECTOR
THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL
DEMONSTRATE HIS COMPETENCE TO THE SATISFATCTION OF THE BUILDING
OFFICIAL, FOR INSPECTION OF A CONSTRUCTION OR OPERATION REQUIRING
SPECIAL INSPECTION.
DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR
THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR
CONFORMANCE WITH THE APPLICABLE DESIGN DRAWINGS AND SPECIFICATIONS.
THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING
OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, AND ANY OTHER
DESIGNATED PERSONS ON A WEEKLY BASIS. ALL DISCREPANCIES SHALL SE
BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF
UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING
OFFICIAL. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT
STATING WEATHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST
OF HIS KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND
SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISION OF THIS CODE.
GENERAL NOTES
I. CONSIDER GENERAL NOTES AS APPLYING ALL DRAWINGS.
2. DO ALL WORK IN ACCORDANCE WITH ALL STATE AND LOCAL BUILDING CODES IN AFFECT AT PLACE AND TIME OF CONSTRUCTION.
3. PROVIDE SPECIAL INSPECTION AS REQUIRED BY STRUCTURAL SPECIFICATIONS.
4. CONSTRUCT THOSE FEATURES OF THE PROJECT, WHICH MAY NOT BE FULLY SHOWN, IN MANNER SIMILAR TO THAT USED FOR
SIMILAR FEATURES.
5. OMISSION OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWING, NOTES AND DETAILS SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT AND RESOLVED PRIOR TO THE PROCEEDING WITH THE WORK.
6. CONTRACTOR SHALL REVIEW THE NEED FOR TEMPORARY, SHORING, CHEMICAL GROUTING OR UNDERPINNING PRIOR TO
EXCAVATION. CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY BRACING, ETC- REQUIRED DURING ALL STAGES OF
WORK.
1. CONTRACTOR SHALL SUBMIT IN WRITING, ANY REQUEST FOR MODIFICATIONS TO THE PLANS AND SPECIFICATIONS. SHOP
DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE 'IN WRITING' UNLESS IT IS CLEARLY NOTED THAT SPECIFIC CHANGES ARE
BEING REQUESTED.
8. ALL CONSTRUCTION WORK SHALL CONFORM TO 2001 FLORIDA BUILDING CODE.
9. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO ORDERING MATERIALS OR STARTING
CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
10.RETURN TO ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF OPENINGS AND PENETRATIONS. COORDINATE
PENETRATIONS. NO NEW OPENING SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT.
II. REFER TO ARCH, MECH, AND ELECTRICAL DRAWINGS FOR LOCATION AND SIZE OF BLOCK OUT, INSERTS, OPENINGS, AND CURBS.
DIMENSIONS ARE NOT SHOWN ON STRUCTURAL DRAWINGS.
12. GENERAL CONTRACTORS SHALL VERIFY WITH STRUCTURAL ENGINEER ALL MECH. UNIT LOCATIONS PRIOR TO INSTALLATIONS.
13. CONSTRUCTION LIABILITY. CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS AGREE THAT IN ACCORDANCE WITH
GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR AND HIS SUBCONTRACTORS WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB 51TE CONDITIONS DURING THE COURSE OF CONTRACTION OF THE PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THI5 REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS FURTHER AGREE TO
DEPEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
DESIGN PROFESSIONAL.
ABBREVIATIONS
STANDARD SIERRA ENGINEERING
GROUP
STRUCTURAL ABBREVIATIONS
OD
OVER
O/
PARALLAM
ABBREVIATION
ABBR
EQUAL
EQ
ABOVE FINISH FLOOR
AFF
EVERY OTHER
E/O
ADDITIONAL
ADD'L
EXISTING
(E)
ALTERNATE
ALT
FAR SIDE
FS
ANCHOR BOLTS
AB
FINISH FLOOR
FF
ARCHITECTURAL
ARCH
FLOOR
FLR
ATTACHMENT
ATTACH
FLOORJOIST
FJ
BEAM
BM
FOOTING
FTG
BEARING
BRG
FOUNDATION
FND
BETWEEN
B' TWN
FRAMING
FRM'G
BLOCKING
BLK'G
GALVANIZED
GALV
BOTTOM
BOTT
GAUGE
GA
BOTTOM OF
BO
GIRDER
GDR
CAMBER
CAME
GLUE -LAM
GLB
CEILING
CLG
GYPSUM WALL BOARD
GWB
CHANGE
CHG
HANGER
HGR
CHANNEL
C
HEADED WELDED STUD
HW5
CLEARANCE
CLR
HEADER
HDR
COLLECTOR
COLL
HEIGHT
HT
COLUMN
COL
HIGH STRENGTH
HS
CONCRETE
CONC
NIGH STRENGTH BOLT
HSB
CONCRETE MASONRY UNIT
CMU
HOLLOW STEEL SECTION
HSS
CONDENSING UNIT
CU
HOLDOWN
HD
CONNECTION
CONN
HORIZONTAL
HORIZ
CONTINUOUS
CONT
HOT DIPPED GALVANIZED
HDG
DEEP
DP
IN51DE DIAMETER
ID
DIAGONAL
DIAL
MACHINE BOLT
MB
DIAMETER
DIA
MANUFACTURER
MFR
DIMESION
DIM
MATERIAL
MAT'L
DOUBLE
DBL
MAXIMUM
MAX
DRAWING
DWG
MECHANICAL
MECH
DRAWINGS
DWGS
METAL
MTL
EACH
EA
MICROLLAM
ML
EACH WAY
EW
MINIMUM
MIN
EDGE NAILING
EN
NEAR 51DE
NS
ELECTRICAL
ELEC
NEARSIDE AND FAR SIDE
NSFS
ELEVATION
ELEV
ON CENTER
OC
EMBEDMENT
EMBED
OPEN WEB JOIST
O W J
OPENING
OPNG
OUTSIDE DIAMETER
OD
OVER
O/
PARALLAM
PARA
PLATE
I1?
PLYWOOD
PLYWD
POLYETHYLENE
PE
PRESSURE TREATED
PTDF
DOUGLAS FIR
RAFTER
RFTR
REINFORCEMENT
RE INF
REQUIRED
REQ'D
ROOF TOP UNIT
RTU
SEE ARCH DRAWING
SAD
SELF DRILLING SCREWS
SDS
SHEATHING
5HTG
SHEET
5HT
SIMILAR
SIM
SLAB ON GRADE
SOG
STANDARD
STD
STEEL
STL
STIFFENER
5TIF
STRINGER
STRNG'R
STRUCTURAL
5TRUCT
TAPERED STEEL GIRDER
TSG
THREADED ROD
THRDRD
TOUNGE AND GROOVE
T4G
TOP AND BOTTOM
T45
TOP OF
TO
TRUSS JOIST
TJI
TUBE STEEL
TS
TYPICAL
TYP
UNLESS NOTED OTHERWISE
LINO
VERIFY -IN -FIELD
VIF
VERTICAL
VERT
WELDED - WIRE - FABRIC
WWF
WIDE FLANGE
W
WITH
W/
WITHOUT
W/O
PROJECT DATA-
I. PLANS AND CALCULATIONS FOR THE STRUCTURAL DEIGN _WERE_OA;�ED = _
UPON: THE 2001 FLORIDA BUILDING CODE. _ - _ _ --- _ ; _ _ _
ASCE STANDARD 1 -05.
2. _VERTICAL: _
CEILING DEAD LOAD = 6.0 P5F ="
WINDS SPEED CRITERIA:
WIND SPEED = 150 MPH
WIND EXPOSURE - C
DESIGN HEIGHT - 45 FT
IMPORTANCE FACTOR - 1.00
SHEET INDEX
50.0 GENERAL NOTES AND SPECS
50.1 TYPICAL METAL STUD FRAMING DETAILS
50.2 TYPICAL METAL STUD FRAMING DETAILS
51.0 SLAB PLAN 4 CEILING FRAMING PLAN
52.0 ELEVATIONS
53.0 SECTIONS 4 DETAILS
CITY OF SOUTH
M
BUILDING DEPT.
EPT.
STRUCTURAASECTl0N
"j"r'rtr)VED BY:
I IL
SEG JOB NO.:
11089
DRAWN /CHECKED BY:
HN /FNC
SCALE:
AS NOTED
ISSUE FOR:
PERMIT
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TITLE: SPECIFICATIONS AND
GENERAL NOTES