HomeMy WebLinkAboutPLANS 1,10�
CONTRACTOR: C&C CANVAS AND AWNING
DESIGN CRITERIA
APPLICABLE CODES, REGULATIONS, AND STANDARDS
1. THE STH EDITION (2014) FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 STRUCTURAL
DESIGN, CHAPTER 20 ALUMINUM, AND CHAPTER 23 WOOD.
2. ASCE 7-10.
WIND LOADS
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 16D4.5 AND TABLE 1604.5: RISK
CATEGORY II.
2. BASIC WIND SPEED, PER SECTION 3105.4.5.1. WIND DESIGN LOADS FOR FABRIC COVERED
STRUCTURE WITH QUICK REMOVAL OR BREAKAWAY FABRIC. WIND SPEED: VULT=105
MPH, VASD = 82 MPH.
3. EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: D
4. ROOF FABRIC SHALL BE REMOVED AT SUSTAINED WIND SPEEDS OF 75 MPH AND GREATER
SCOPE OF WORK:
1. CANVAS AWNING WITH ALUMINUM FRAME.
SPECIFICATIONS:
THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT.
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 5TH EDITION (2014) FLORIDA BUILDING CODE,
AND ANY OTHER APPLICABLE LOCAL CODES AND REGULATIONS.
2. AWNING AND / OR CANOPIES SHALL BE DESIGNED TO REQUIREMENTS OF CHAPTER 31,
SPECIAL CONSTRUCTION, SECTION 3105.1, AWNINGS AND CANOPIES, OF THE FLORIDA
BUILDING CODE, BUILDING, STH EDITION (2014).
3. ALL FABRIC SHALL COMPLY WITH THE FIRE PROPAGATION PERFORMANCE CRITERIA OF NFPA 701
OR HAVEA FLAME SPREAD INDEX NOT GREATER THAN 25 WHEN TESTED ACCORDING WITH ASTM
E 84 OR UL723.
4.. FABRIC ATTACHMENT TO THE FRAME SHALL BE MADE IN A READILY REMOVABLE OR BREAK AWAY
FASHION.
S. AWNINGS AND CANOPIES SHALL BE DESIGNED SUCH THAT THEIR FABRIC COVERINGS SHALL BE
READILY REMOVABLE DURING PERIODS OF HIGH WIND VELOCITY. A LEGIBLE AND READILY
VISIBLE DECAL SHALL BE INSTALLED ON THE AWNING OR CANOPY INSTRUCTING THE OWNER OR
TENANT TO REMOVE THE FABRIC COVERING FILM SUCH PERIODS AS ARE DESIGNATED BY THE U.S.
WEATHER AS BEING A HURRICANE WARNING OR ALERT. (SUSTAINED WIND SPEEDS OF 75MPH AND GREATER).
6. ALL FRAME MEMBERS SHALL BE CONNECTED WITH 1/4" FILLET WELD AROUND ALL INTERSECTING
EDGES. ALL WELDS SHALL USE GAS METAL ARC WELDING PROCESS THAT CONFORM TO THE
AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE -ALUMINUM (131.2). WELD
WIRE SHALL BEALLOY 4043, 5198, OR 5356.
7. MECHANICAL FASTENERS ARE REQUIRED TO BE CORROSION RESISTANT, MINIMUMS ARE GRADE 2
OR BETTER ZINC PLATED TO ASJM B633. OR COATED STAINLESS STEEL SERIES "300" OR
UNCOATED STAINLESS STEEL SERIES "400".
S. ALL FRAME MATERIAL SHALL BE 1" 6053-T52 SCHEDULE 40 ALUMINUM PIPE UNLESS
OTHERWISE NOTED.
9. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE SCOPE
OR NOT, BY ONE OR MORE REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
A CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING COMPONENTS:
1. PORTLANDE CEMENT TYPE 1, -ASTM C 150
11. AGGREGATES - LARGE AGGREGATE 3/4" MAX - ASTM C 33
III. AIR ENTRAINING +/_1%-ASTM C260
IV. WATER REDUCING AGENT- ASTM C 494
V. CLEAN POTABLE WATER
M. OTHER ADMIx URES NOT PERMITTED
B. METALACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS-ASTM A615, GRADE 60
II. WELDED WIRE FABRIC - ASTM A185
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" OR MORE THAN 5". WATER "F
ADDED AFTER BATCHING IS NOT PERMITTED.
D. PREPARE AND PLACE CONCRETE PER AMERICAN CONCRETE INSTITUTE MANUAL OF
STANDARD PRACTICE, PART 1, 2, AND 3INCLUDING HOT WEATHER RECOMMENDATIONS.
E MOIST CURE OR POLYETHYLENECE CURING PERMITTED.
F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE ARE FOR TERMITE IN
COMPLIANCE WITH THE FBC.
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER.
H. ALL ALUMIMUM COMPONENTS EMBEDDED WITHIN CONCRETE SHALL BE COATED WITH A
BITUMINOUS PAINT OR EPDXY.
10. ALL FLASHING AND WEATHER PROOFING SHALL BE PROVIDED BY THE CONTRACTOR
Y'^v, 01401A
01.
Frame Attachment detail
Existing CBS
Wall
3 1/4" x 1/4" Tapcons set
Pipe and into Concrete
structure on 40" centers
or less
40" or less I-10' O]rIPSS 1
r--I
THESE PLANS AkD ALL PROPOSED WOW
ARE SOJECT TO ANY COPIRECTIONS
REOUIRED BY PIELD INSP.EC'PDRS THAT
MAY BE NECn8Ai1Y M OMM To
COMPLY WITtI ALL APPLICABLE COflES,
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIA
:D BY
DATE
MUST BE KEPT OWJOB OR
NO INSPECTION WILL BE MADE
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NOV 2 2 2016
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St. Lucie County, FL
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