ino.revisionsbyc1.01 117-147br6-26-17ntscj%%ujames f
TRANSCRIPT
OF
SHEET
DATE
SCALE
JOB NO.
DRAWN
CHECKED
SHEETS
P.O. BOX 17828
GREENVILLE, S.C.
FAX 864-235-1330
EENGINEERING
INC.
(864)-235-4425
29606
RROYAL
I
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NO.
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REVISIONS
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BY
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C1.0
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1 1
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17-147
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BR
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6-26-17
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NTS
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CJ
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%%UJAMES F. BYRNES HIGH SCHOOL
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SITE LOCATION
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FOR BAND OBSERVATION TOWER
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DUNCAN, SOUTH CAROLINA
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ROYAL ENGINEERING, INC. ALL RIGHTS RESERVED
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COPYRIGHT 2012,
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c
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THESE DRAWINGS ARE PROTECTED BY THE U.S. GOVERNMENT COPYRIGHT LEGISLATION
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WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER.
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BE REPRODUCED, ALTERED OR REUSED IN WHOLE OR IN PART
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THIS DRAWING IS A DOCUMENT OF SERVICE AND SHALL NOT
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JAMES F. BYRNES HIGH SCHOOL BAND TOWER LOCATION
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PLAN
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LOCATE THE TOWER TO ALIGN WITH EXISTING STRUCTURE. COORDINATE THE FINAL LOCATION WITH SCHOOL OFFICIALS.
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OBSERVATION TOWER (NEW)
OF
SHEET
DATE
SCALE
JOB NO.
DRAWN
CHECKED
SHEETS
P.O. BOX 17828
GREENVILLE, S.C.
FAX 864-235-1330
EENGINEERING
INC.
(864)-235-4425
29606
RROYAL
I
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C10
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C10
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HSS2
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C10
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C7
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DOWN
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DOWN
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L3
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HSS3
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HSS3
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HSS3
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HSS3
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B
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S1.1
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A
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S1.1
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9 TREAD @ 11"= 8'-3"
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9 TREAD @ 11"= 8'-3"
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C10
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C10
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C10
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C10
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C10
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C10
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C10
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C10
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C10
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C7
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DOWN
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DOWN
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L3
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L3
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L3
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HSS3
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HSS3
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HSS3
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HSS3
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HSS3
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HSS3
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3
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S1.0
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3
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S1.0
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C
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S1.1
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B
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S1.1
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A
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S1.1
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ELEV. 19'-10"
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ELEV. 14'-0"
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ELEV. 7'-0"
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11 TREAD @ 11" = 10'-1"
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11 TREAD @ 11" = 10'-1"
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C10
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HSS2
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HSS3, TYP. SEE DETAIL A/S1.0
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16" CONCRETE PAD W/ 2- MATS #4 BARS @ 12" O.C. EACH WAY
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ANCHOR STRINGER W/ 1- s" THREADED ROD.DRILL & EPOXY 6" INTO PAD.
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SCALE : y" = 1'-0"y" = 1'-0"" = 1'-0"
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FOUNDATION PLAN
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SCALE : y" = 1'-0"y" = 1'-0"" = 1'-0"
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LOWER LANDING & STAIR FRAMING PLAN
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SCALE : y" = 1'-0"y" = 1'-0"" = 1'-0"
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PLATFORM & STAIR FRAMING PLAN
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FOUNDATION NOTES
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FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF.
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LEGEND
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C10 : C10 x 15.3
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C7 : C7 x 9.8
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L3 : L3 x 3 x r
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HSS3 : HSS3 x 3 x r
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HSS2 : HSS2 x 2 x e
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STAIR & LANDING NOTES
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PLATFORMS & LANDINGS SHALL BE 1"x e" TYPE W/B GALVANIZED STEEL GRATING BY BORDEN, OR EQUAL. FASTEN GRATING TO SUPPORTS W/ SADDLE CLIPS.
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TREADS SHALL BE 1" x e" TYPE W/B GALVANIZED STEEL GRATING W/ CHECKERED PLATE NOSING BY BORDEN, OR EQUAL.
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1
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2
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1i" STANDARD PIPE
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1i" STANDARD PIPE AT4'-0" MAX. SPACING
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#4 @ 12" O.C. EA. WAY
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CHAMFER
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MATERIAL SPECS STEEL ANGLES, CHANNELS, & PLATES : ASTM A36 STEEL TUBE : A500 GR. B STEEL PIPE : A53 GR. B WELDS : E70XX, LOW HYDROGEN
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%%UDESIGN CRITERIA
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%%UDEAD LOAD = 15 PSF
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TOTAL LOAD = 75 PSF
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LIVE LOAD = 60 PSF
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INTERNATIONAL BUILDING CODE, 2015 EDITION
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GROUND SNOW LOAD : 10 PSF
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WIND : BASIC WIND SPEED (3 SECOND GUST) : 115 MPH
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RISK CATEGORY : II
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WIND EXPOSURE : C
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SEISMIC DESIGN DATA:
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SEISMIC RISK CATEGORY : II
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SPECTRAL RESPONSE COEFFICIENTS : S = 0.30
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S = 0.18
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SITE CLASS : D
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DI
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DS
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BASIC SEISMIC FORCE RESISTING SYSTEM:
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DESIGN BASE SHEAR : 300 LBS
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ANALYSIS PROCEDURE : EQUIVALENT LATERAL FORCE PROCEDURE.
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SEISMIC DESIGN CATEGORY : C
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SEISMIC IMPORTANT FACTOR : 1.0
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ECCENTRICALLY BRACED STEEL FRAME
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R = 3.0 C = 3.0
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d
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ASCE 7-10
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PLATFORM :
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%%UDEAD LOAD = 15 PSF
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TOTAL LOAD = 115 PSF
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LIVE LOAD = 100 PSF
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STAIRS :
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NOT DETAILED FOR SEISMIC RESISTANCE
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C10
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4
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S1.0
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ALL CUT ENDS OF GRATING SHALL BE BANDED.
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3
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ALL FOOTINGS AND PADS SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED FILL CONFORMING TO 95% STD. DENSITY. FOOTING EXCAVATIONS SHALL BE INSPECTED BY A GEOTECHNICAL FIRM PRIOR TO PLACEMENT OF CONCRETE TO CONFIRM THE BEARING PRESSURE.
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ALL CONCRETE SHALL OBTAIN A COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. CONCRETE SHALL BE POURED WITH A SLUMP OF 2-5 INCHES. IF ADDITIONAL SLUMP UP TO 8" IS DESIRED, A SUPERPLASTICIZER ADMIXTURE MAY BE ADDED AT THE JOBSITE. PROVIDE 5-7% AIR ENTRAINMENT.
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CONCRETE SHALL BE PREVENTED FROM FREEZING AT LEAST 24 HOURS AFTER PLACEMENT. A NON-CHLORIDE ACCELERATOR MAY BE ADDED UP TO 2% BY WEIGHT OF CEMENT.
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REINFORCING BARS SHALL BE ASTM A615 GRADE 60.
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ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318.
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EPOXY ANCHORING SHALL BE DONE WITH HILTI HIT HY150 ADHESIVE SYSTEM, OR EQUAL.
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1" GRATING
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1" TREAD
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%%UPAINT SPECS
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SURFACE PREPARATION : SP3 CLEAN
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SHOP PRIMER : RUST-OLEUM 9800 SYSTEM DTM URETHANE MASTIC PRIMER, 2.0 MILS DFT.
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FINISH COAT : CLEAN & APPLY PRIMER TO ALL FIELD WELDS. FIELD APPLY RUSTOLEUM 9800 SYSTEM DTM URETHANE, 3.0-5.0 MILS DFT.
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NOTE : CONTRACTOR SHALL SUBMIT PAINT SAMPLES FOR COLOR SELECTION.
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1
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2
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3
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4
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5
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6
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7
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SECOND COAT : SHOP APPLIED RUST-OLEUM 9800 SYSTEM DTM URETHANE, 3.0-5.0 MILS DFT.
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3
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S1.0
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2
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S1.0
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1
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S1.0
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1
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S1.0
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ELEV. 0'-0"
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CHAMFER
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HSS3
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%%UDEAD LOAD = 5 PSF
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TOTAL LOAD = 25 PSF
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LIVE LOAD = 20 PSF
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ROOF :
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C6
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C6
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C6
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C6
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C6
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1
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12
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HSS3
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HSS3
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HSS3
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HSS3
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LEGEND
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HSS3 : HSS3 x 3 x r C6 : C6 x 8.2 T/S : TOP OF STEEL
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ROOF NOTES
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ROOF DECKING SHALL BE 24 GA. R-PANEL W/ KYNAR 500 COATING BY McELROY METAL, OR EQUAL. SCREW DECKING TO SUPPORTS W/ #10 SCREWS W/ NEOPRENE WASHERS @ 12" O.C. PROVIDE SEALANT TAPE AT SIDELAPS. STANDARD COLOR TO BE SELECTED BY OWNER.
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1
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T/S 27'-10"
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T/S 27'-2s"
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SCALE : y" = 1'-0"y" = 1'-0"" = 1'-0"
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ROOF FRAMING PLAN
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HSS3
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i" l
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s" x 9" THREADED ROD.DRILL & EPOXY 6" INTO CONCRETE.
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SCALE : s" = 1'-0"
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DETAIL
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A
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S1.0
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e
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1" GRATING
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1i" STANDARD PIPE
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C10
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e
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1i" STANDARD PIPE
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1i" STANDARD PIPE AT4'-0" MAX. SPACING
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i" SQUARE PICKETS @ 4" O.C.
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SCALE : s" = 1'-0"
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SECTION
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3
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S1.0
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L 2 x 2 x e
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SCALE : s" = 1'-0"
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SECTION
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2
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S1.0
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#4 @ 12" O.C. EA. WAY
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SCALE : s" = 1'-0"
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SECTION
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1
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S1.0
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CHAMFER
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SCALE : s" = 1'-0"
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SECTION
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4
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S1.0
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C10
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C10
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CUT FLANGES OF C10 & REPLACE W/ L 2i x 2i x e
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1" GRATING
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1" TREAD
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HSS3
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#4 @ 12" O.C. EA. WAY
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CHAMFER
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HSS3
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SEE DETAIL A/S1.0
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NO.
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REVISIONS
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BY
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ROYAL ENGINEERING, INC. ALL RIGHTS RESERVED
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COPYRIGHT 2012,
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c
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THESE DRAWINGS ARE PROTECTED BY THE U.S. GOVERNMENT COPYRIGHT LEGISLATION
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WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER.
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BE REPRODUCED, ALTERED OR REUSED IN WHOLE OR IN PART
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THIS DRAWING IS A DOCUMENT OF SERVICE AND SHALL NOT
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S1.0
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1 2
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17-147
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BR
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6-26-17
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NOTED
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CJ
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PLANS & DETAILS
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FOR BAND OBSERVATION TOWER
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%%UJAMES F. BYRNES HIGH SCHOOL
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DUNCAN, SOUTH CAROLINA
OF
SHEET
DATE
SCALE
JOB NO.
DRAWN
CHECKED
SHEETS
P.O. BOX 17828
GREENVILLE, S.C.
FAX 864-235-1330
EENGINEERING
INC.
(864)-235-4425
29606
RROYAL
I
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HSS2
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HSS2
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HSS2
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HSS2
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HSS3
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HSS3
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C10
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C10
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C10
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C10
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HSS3
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1i" STD.PIPE HANDRAIL
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1i" STD. PIPE GUARDRAIL W/i" SQUARE PICKETS @ 4" O.C.
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HSS2
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HSS2
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HSS2
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C10
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C10
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1i" STD. PIPE GUARDRAIL W/i" SQUARE PICKETS @ 4" O.C.
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HSS3
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HSS3
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HSS2
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HSS2
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HSS3
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HSS3
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C10
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SCALE : y" = 1'-0"
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ELEVATION
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A
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S1.1
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SCALE : y" = 1'-0"
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ELEVATION
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B
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S1.1
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SCALE : y" = 1'-0"
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ELEVATION
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C
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S1.1
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C6
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C6
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1
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12
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NO.
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REVISIONS
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BY
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ROYAL ENGINEERING, INC. ALL RIGHTS RESERVED
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COPYRIGHT 2012,
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c
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THESE DRAWINGS ARE PROTECTED BY THE U.S. GOVERNMENT COPYRIGHT LEGISLATION
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WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER.
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BE REPRODUCED, ALTERED OR REUSED IN WHOLE OR IN PART
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THIS DRAWING IS A DOCUMENT OF SERVICE AND SHALL NOT
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S1.1
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2 2
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17-147
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BR
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6-26-17
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y" = 1'-0"
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CJ
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%%UJAMES F. BYRNES HIGH SCHOOL
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ELEVATIONS
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FOR BAND OBSERVATION TOWER
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DUNCAN, SOUTH CAROLINA