HomeMy WebLinkAboutPLANGENERAL NOTES:
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1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION
2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH
THE 2017 FLORIDA BUILDING CODE 6TH EDITION, ACI 318 (LATEST EDITION), NCMA,
o.
NATIONAL FOREST PRODUCT ASSOC., NOS, TPI (LATEST EDITION), AND ANY
OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF
N
WORK.
3. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES.
DESIGN PARAMETERS FOR LOAD COMPLIANCE
1. RISK CATEGORY: II
2. CODE REFERENCE: 2017 FLORIDA BUILDING CODE (6TH EDITION) & ASCE 7-10
3.
STRUCTURE DESIGN:
OPEN
4.
GCpi:
t0.00
5.
WIDTH OF END ZONE:
6.
WIND SPEED:
160 MPH (Vult) 3-SECOND GUST
124 MPH (Vasd) 3-SECOND GUST *USED FOR ANLAYSIS'
7.
WIND EXPOSURE:
D
8.
LOADS:
8.1.
FLAT SURFACES:
+1-55 PSF
8.2.
RAILING/POST:
50 LB/FT OR 200 US (GREATER OF THE TWO)
9.
SHEAR WALLS WERE CONSIDERED
10.
A CONTINUOUS LOAD PATH WAS PROVIDED
11.
MINIMUM SOIL BEARING PRESSURE IS 2,000 PSF PRESUMPTIVE.
ALUMINUM NOTES
1. ALL FASTENERS TO BE 2024-T4 ALLOY, NON-MAGNETIC STAINLESS STEEL, OR
CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL
COMPLY WITH 5.1AC SPECIFICATIONS FORALUMINUM STRUCTURESSECTION 1,
THE ALUMINUM ASSOC., INC. & APPLICABLE FEDERAL STATE & LOCAL CODES.
2. ALL MEMBERS SHALL BE AND HAVE BEEN DESIGNED USING ALUMINUM ALLOY
6064-T52 UNLESS NOTED OTHERWISE.
3. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM
DISSIMILAR METALS TO PREVENT ELECTROLYSIS.
4. ALL WELDS TO USE MINIMUM OF 4043 FILLER (ALUM)/E70XX (UNLESS OTHERWISE
NOTED).
S. ALL WELDS ARE SUBJECT TO INSPECTION BY THE ENGINEER OF RECORD FOR THIS
DESIGN, AND MUST CONFORM WITH THE AMERICAN WELDING SOCIETY (AWS)
CURRENT CODES (D1.2) & PRACTICE.
5.1. ALL STRUCTURAL WELDS ARE TO BE 1W(UNLESS SPECIFIED OTHERWISE).
6. ALL ELECTRICAL GROUND AND RELATED WIRING, WHEN REQUIRED, TO BE
DESIGNED & INSTALLED BY OTHERS.
7. ALL ALUMINUM IS 6061-T6 MIN.
SCOPE OF WORK:
1. INSTALL RAILINGS PER PLANS & SPECIFICATIONS ABOVE.
*PLEASE CONTACT ENGINEER IF CHANGES ARE
REQUIRED*
w
'EMS" 428-53-215 TOP CAP RAILING
V X 1- X 1/8" WALL ALUM. PICKETS
70-3/8" MAX.
SPACING
8
G TMP
4" SPHERE UNABLE
TO PASS THRU
v NOTE: (2) GATES W/'MAGNA
LATCHES' (59' ABOVE THE
GROUND) & SELF -CLOSING HINGES
(SEE PLAN FOR LOCATION)
EXIST. CONC. SLAB 2" X 2" X 1/8' RAIL/POST
ALUMINUM RAILING ELEVATION
SCALE: 1/4" = T-0"
SCANNED
St LucBCounty
1/4'THKALUM. PLATE
2" X 2- X 1/8' WALL
ALUM. TUBE
1/4' X 2-1/4-TAPCONS
(4 PER POST)
POST MOUNTING PLATE DETAIL
SCALE: 3" =1' 0"
RECEIVED —]
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NOV z 7 _19
ST, wcle County, Permitting
1'/1 — VS i i
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR Cc P
lIANCE
REVIEWED BY
DATE
PLANS AND PER IT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
• um-oo-no
HK WALL ALUM. TUBE \\\\,1111
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ALUM. PICKETS '
5 $
AKALUM.TUBE
11/4' THKALUM. BASE
4-X 2-1/4' THK
4
GLASS RAILING SECTION
SCALE: 1-112" = T-0"
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