09-97(2)-002STRUCTURAL NOTES
GENERAL NOTES:
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL,
PLUMBING, AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN
ON STRUCTURAL DRAWINGS. AS A MINIMUM, CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE LAST EDITION, ACI 31802,
BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 350, AISI SPECIFICATION FOR THE DESIGN OF COLD—FORMED STEEL
STRUCTURAL MEMBERS 1989, AND AISC SPECIFICATIONS.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY
SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY.
ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE
WORK.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS
DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR
TIEDOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND
SLAB—ON—GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS.
DESIGN LOADS:
THE STRUCTURAL FRAMING WAS DESIGNED USING THE FOLLOWING SUPERIMPOSED LOADS. DESIGN WIND LOADS WERE DETERMINED IN
ACCORDANCE WITH ASCE 7-05.
WIND:
DESIGN WIND SPEED = 146 MPH EXPOSURE C
IMPORTANCE FACTOR 1.0 INTERNAL PRESSURE COEFFICIENT = + 0.18/— 0.18
WOOD:
1. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING, LEDGERS, CRIPPLES, SILLS, ETC., SHALL BE
SOUTHERN PINE NO. 2, KD -15, OR BETTER.
2. MICRO—LAM BEAMS SHALL BE MANUFACTURED BY TRUS—JOIST CORP., OR APPROVED EQUAL, AND SHALL PROVIDE A MODULES OF
ELASTICITY OF 1,000,000 PSI, A MIN. FLEXURAL STRESS OF 1,000 PSI, AND A MIN. HORIZONTAL SHEAR STRESS OF 285 PSI.
3. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE—TREATED. WOOD FOR NON—STRUCTURAL USES
SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF CHROMATED COPPER ARSENATE (CCA). WOOD FOR STRUCTURAL USE THAT SHALL
BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.4 PCF OF CCA OR MORE.
4. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN 1/2" OF HEARTWOOD.
5. AVOID INHALATION OF SAWDUST PRODUCED BY PRESSURE TREATED WOOD. WEAR A DUST MASK AND WORK OUTDOORS. DISPOSE OF
DUST AND SCRAP BY ORDINARY TRASH COLLECTION. DO NOT BURN IT: PRESSURE TREATED WOOD MAY PRODUCE VERY TOXIC FUMES.
6. IN HIGHLY CORROSIVE ENVIRONMENTS, ALL WIND RESISTING HARDWARE INCLUDING THE HURRICANE STRAPS, SHALL BE MADE OF
STAINLESS STEEL, OR SHALL BE DIPPED (AND SCRATCHES RE—PAINTED) IN COAL—TAR EPDXY PAINT.
7. WOOD PREVIOUSLY USED AS FORM WORK SHALL NOT BE USED AS ROOF FRAMING OR SHEATHING.
8. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
9. HANGERS OR STRAPS THAT DO NOT MATCH EXACTLY THE ONES SPECIFIED ON THE DRAWINGS IN STEEL YIELD OR ULTIMATE STRENGTH,
STEEL DIMENSIONS (LENGTH AND WIDTH), NUMBER AND DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS OR BOLTS, AND/OR DO NOT
HAVE THE SAME GENERAL SHAPE, WILL NOT BE ACCEPTABLE.
10. NO POCKETS WILL BE ALLOWED IN CONCRETE OR STEEL MEMBERS FOR CONNECTION OF WOOD MEMBERS UNLESS THE CONNECTION
DETAIL IS IN WRITING PRIOR TO INSTALLATION.
11. ALL NAILS, SCREWS, AND BOLTS SHALL BE HOT—DIPPED GALVANIZED.
STRUCTURAL STEEL:
THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL
CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, FY = 36 KSI FOR ANGLES, PLATES, AND W—SHAPES. STRUCTURAL TUBING SHALL
BE ASTM A-500, GRADE B, FY = 46 KSI. STRUCTURAL PIPE SHALL BE ASTM A-53, GRADE B, TYPE E OR S, FY = 35 KSI. TUBE AND PIPE
COLUMNS SHALL BE CONCRETE—FILLED IN THE SHOP. ANCHOR BOLTS AT COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE—NUT
LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325—N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED
IN ACCORDANCE WITH THE TURN—OF—THE—NUT METHOD. WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE MOST RECENT
AWS APPROVED TECHNIQUES. SHIELDED METAL ARC WELDING (SMAW) SHALL USE E70XX LOW—HYDROGEN ELECTRODES.
ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH—UP COATS OF PAINT IN ACCORDANCE WITH SSPC SPECIFICATIONS.
REVIEW BEFORE STARTING FABRICATION.
S T E E L S T U D S: (LIGHT GAUGE FRAMING)
1. DESIGN FABRICATION AND ERECTION SHALL CONFORM TO AISI "SPECT-.
FICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" 1986,
INCLUDING COMMENTARY AND SUPPLEMENTARY INFORMATION. WELDING SHALL CONFORM
TO AWS "STRUCTURAL WELDING CODE -SHEET STEEL" D1.3-81 AND PERFORMED ONLY BY
WELDERS CERTIFIED UNDER D1.3. SELF -DRILLING SCREWS SHALL BE EQUIVALENT TO
BUILDEX TELS AND HAVE ALLOWABLE SERVICE LOAD CAPACITIES WITH 4:1 FACTOR OF
SAFETY FROM TEST DATA.
2. ALL WORK TO CONFORM TO RECOMMENDATIONS AND SPECIFICATIONS AS
OUTLINED IN SSMA STEEL FRAMING SYSTEM CATALOG OR EQUAL.
3. DESIGNATIONS USED FOR LIGHT GAUGE STEEL FRAMING ARE THOSE USED
IN SSMA CATALOG.
4. ALL STEEL STUDS TO BE MINIMUM 14 GAUGE GALVANIZED U.O.N.
5. SHOP FABRICATE ALL FRAMES. WELDS TO DEVELOP MEMBER IN SHEARAND MOMENT
CARRYING CAPACITY. CLEAN AND PAINT ALL WELDS WITH GALVACON.
6. STUDS PLACED AGAINST CONCRETE TO BE SEPARATED BY 30 LB. FELT.
ALL DIMENSIONS REFERENCE TO
ARCHITECTURAL DRAWING
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NEW STEEL ASTM A992 G50
USE (2)NVRT24 BY NU-VUE W/(5)16d AT W10X60
WD TRUSS & (5) SELF DRILLING TRAXX (TOP PERIMETRAL CAP. BEAM)
BY ITW/BUIDER (5)#14-14x1" HWH 0
TRAXX/3 AT LIGHT GAGE METAL STUD
N OA 08-0326-11 UPLIFT 2x861# = 11722 #
8005137-68 (50 KSI) STUD @ 24" O/C
EXISTING CRICKET ROOF TO REMAIN W/800 T200 -9T (50 KSI) TRACK
CRICKET ROOF SLOPE VARY 0
& 3) # 10 SCREWS REQUIRED T&B
s
EXISTING 81_011
WOOD TRUSS TO REMAIN
19/32 EXT. PLYWOOD
W/ # 10 X 1 1/21' SCREWS @ 4" O/C MAX.
5/8 @ 12" O/C X 4" MIN. EMB.
KWI K BOLT III (KB3) 304 SS BY H I LTI
0 TO EXIST TB.
TOP OF TIE BEAM
6"
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EXISTING WALL(3) # 10 SCREWS @STUD
SEE DETAIL A/S-4
STEEL ASTM A36
L8X8X1/2
INSIDE
SECTION 1/S-5
SCALE N.T.S.
CITY OF SCUT; i I`vilitI
BUILDING DE PT.
SiRUCTUftA S ~Gift"
NOTE:
1. STUD FLAGES SHALL BE
FASTENED TO SHEATING AT
EACH SIDE OF WALL BEFORE
VERTICAL LOAD ADDED
2. THE LATERAL LOADS MAY BE
REDUCED BY 0.75 PER AIS
APPENDIX A.4.1.2
REVISIONS
N0. DATE
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