253 Royal Palms Dr COMM19-0005 Facade RevM516N 5MCIFICA11ON5:
05100 STEEL;
A ALL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC, AISC & AWS.
B. ALL ANGLES, PLATES, CHANNELS AND MISC. STEEL SHOWN ON THESE DRAWINGS SHALL BE ASTM A:16 MATERIAL
C. ALL STRUCTURAL STEEL SHALL BE ASTM A992-GR50
D. ALL STRUCTURAL TUBING SHALL BE ASTM A500 (GRADE 8)
F. ALL FILLET WELDS SHALL CONFORM TO SECTION J2.28 OF AISC SPECIFICATIONS, EVEN WHEN SHOWiIV OTKERWISE ON
ARCHITECTURAL ON STRUCTURAL DRAWINGS,
G. ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTURAL OR MWTURAL DRAWNGS, BUT NOT SIZED
SHALL BE A MINIMUM OF 11s' FILLET, 2" EACH END AND 2' AT 12' ox. BOTH SIDES.
H. ALL WELDS MADE TO PRIMARY MEMBERS SHALL. BE MADE WITH E70XX ELECTRODES.,
K. CONTRACTOR SHALL SUBMIT WELDING CERTIFICATES FOR ALL FIELD WELDING, IN AdWAIDANCE W/ ANS DIA.
L ALL SPLICES IN MEMBERS SHALL BE SHOWN ON THE SHOP DRAWINGS,
M. ALL BOLTED CONNECTIONS SHALL USE A307 BOLTS, A563 NUTS & F436 WASHERS, AND SHALL BE TIGHTENED BY THE
TURN -OF -THE -NUT METHOD.
R ALL STEEL SHALL RECEIVE ONE COAT OF THE STANDARD SHOP PRIMER,
S DO NOT USE THERMAL CUTTING DURING ERECTION. DO NOT ENLARGE UNFAIR HOLES IN MEMBERS BY BURNING OR
USING DRIFT PINS.
T CONTRACTOR SHALL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM VISUAL INSPECTIONS OF THE BOLTED & WELOEO
CONNECTIONS.
U. CONTRACTOR/EREG'bIR SHALL COMPLY WITH ALL OSHA & LOCAL REQUWZMENTS FbR THE ERECTIOPI OF STRUCTURAL
sm.
05400 LIGHT�CADE METAL FRAMING (METAL STUDS). -
A. DESIGN, FABRICATION AND ERECTION OF LIGHT -GAGE METAL FRAMING SHALL CONFORM TO THE
RECOMMENDATIONS OF THE AMERICAN IRON AND STEEL INSTITUTE (NSI) AND THE ST & STUD '
MANUFACTURERS ASSOCIATION (SSMA).
B. THE DESIGN, FABRICATION AND ERECTION OF THE LIGHT -GAGE METAL FRAMING SHALL COMPLY WITFI ALL
APPLICABLE FBC & ASTM STANDARDS AND REQUIREMENTS AND THE LATEST EDITIONS OF AISI S100, NSI
5200 ASI S211, AISI S212 & NSI S213.
C. THE FRAMING SHALL BE MANUFACTURED FROM STEEL HAVING A MINIMUM. YIELD STRENGTH OF 33 Imo.
D. PROVIDE CONTINUOUS HORIZONTAL BRIDGING AT FORTY-EIGHT INCHES (48') ox. MAXIMUM AT ALL
EXTERIOR STUD WALES.
05405 LIGHT -GAGE METAL FRAMING ,� (E MB)COMPONENTS
A DESIGN, FASR61ON AND ERECTION OF LIGHT -GAGE METAL FRAMING SHALL CONFORM TO THE RECOMMENDATIONS OF
THE AMERICAN IRON AND STEEL INSTITUTE (NSI). .
B. GIRT MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 55 Ksi & SHALL HAVE THE FOLLOWING MINIMUM
MECHANICAL PROPERTIES:
8.0x3.5214 Ix ............. 11.378 1n4
Sx............. 2.330 Ina
8.Ox3.00i4 Ix - ..... 10.310 In4
Sx ........ 2.186 In3
M51CAN CJ1Ef?IA:
DESIGN CODE 2011 FLORIDA BUILDING CODE (FBC)
BASIC WIND SPEED: 130 MPH
RISK CATEGORY II
WIND EXPOSURE C
IN7U*0L PRESSURE COEFFICIENT: t 0.16 ENCLOSED BUILDING
MAXIMUM DESIGN WIND PRESSURES (PSF, LRFD):
OPMNG SIZE (SF)
EDGE ZONES (7'-0' FROM OUT81X CORNERS)
INTERIOR ZONE
0-20
+35 and -47
+35 and -38
21-50
+34 and -44
+34 and =37
51-100
+32 and -40
+32 and -34
>100
+30 and -37
+30 and -33
PARAPti FRAMING WIND PRESSURES: 71 PSF (LRFD)
LARGE MISSILE IMPACT OIROTECTION REQUIR D
Xt,_ L NOTE5
I. CODES USED: 2017 FLORIDA BUILDING CODE, NSC, AWS, ANSI AND ASCE 7-10. ALL LATEST EDITIONS USED.
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPUGJI✓ UE CODES AND AUTHORITIES
HAVING JURISDICTION OVER THE WORK.
3. COO
RACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION.
4. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR TO ANY FABRICATION AND/OR
ERECTION.
No -0
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HE GENERAL CONTRACT. SHALL SUBMIT, FOR APPROVAL THE FOLLOWING REM 00 00
STEEL FA�2IGATKIN DRAWINGS & LIGHT -GAGE METAL FRAMING PRODUCT DATA C N
SHEETS & MONT & REAR WALL PANEL PRODUCT DATA. �� f � 4,� LL N m
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NEW POST
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Project Number
18-0440
NEW 8'
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Approved By: CRS
Date: 01-24-19
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REVISIONS
Drawn By. RAW
Check By CRS
Approved By: CRS
Date 0144-19
r(M No. 58290 -N 1
STATE OF�
CHNBTOPHER R. BBBE, P.E.
FL UCENBE^No. 58M
Wali Framing
Elevation
A
Sheet Number
C .
_2
TRIM t, AS REQUIRED
SPLICE R jx2
A36
TYP
W8 EXISTING POST
OR W8x10 NEW POST
SPLICE t gx2 x 1'-
W8 EXISTING POST
FRAMING DETAIL
ALTERNATE POST SPLICE A
SCALE:
CHRISTOPHER R. SUBE, PE
FLORIDA PE#'58290
A K E R
Design Build
219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202
p 904 356 8520 f 904 559 2678 bakerdesign.build
C.A. No. 32489
Facade Reno.
Planet Fitness
PROJECT
SK -S01
FIELD SKETCH
DATE 05/08,:19
S-2
REFERENCE DWG.
BKE JOB# 18-440