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<br />COLUMN
<br />COULMN SIZE
<br />FOOTING
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<br />FOOTING
<br />REINF,
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<br />5 NOMINAL DIA
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<br />3.5" O.D.
<br />PIPE SCHEDULE 40
<br />4" 0. D.
<br />x3'-�d„
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<br />1, ALL WORK SHALL CONFORM TO THE STANDARDS OF THE FLORIDA BUILDING CODE,
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<br />2007
<br />EDITION.
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<br />2. STRUCTURES ARE DESIGNED IN ACCORDANCE WITH FBC, 2007 EDITION, AND ASCE 7 -05. S
<br />THE PIPE COLUMNS ARE DESIGNED FOR A MINIMUM WIND SPEED OF 150 MPH (3 - SECOND
<br />r'
<br />GUST) WHEN FABRIC IS REMOVED,
<br />L1J
<br />3. ALL STRUCTURAL MEMBERS ARE GALVANIZED STEEL (MIN. 36 KSI).
<br />4. FABRIC MEETS NFPA 11.9.1.5.
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<br />DESIGN CRITERIAA PER FL FBC 2007,1
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<br />WIND IMPORTANCE FACTOR 0.77 (PER FBC 3105.4.2.1); 1.0 WITH FABRIC REMOVED
<br />BUILDING CATEGORY I (PER FBC 3105.4.2.1); 11 WITH FABRIC REMOVED
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<br />BUILDING TYPE OPEN
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<br />EXPOSURE TYPE CATEGORY C
<br />INTERNAL PRESSURE COEFFICIENT NA. — OPEN STRUCTURE
<br />ROOF MATERIAL
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<br />HOOP PIPE
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<br />-- ALLUMINUM CAST HOOP CONNECTOR
<br />(3) 3116" SELFTAPPING SCREWS
<br />ALLUMINUM INSERT
<br />GA STEEL PIPE
<br />4 CONNECTION TO COL.
<br />SCALE 6" = 1' -0
<br />TABLE 1 -- FOOTER & COLU
<br />SCHEDULE
<br />COLUMN
<br />COULMN SIZE
<br />FOOTING
<br />FOOTING
<br />SIZE
<br />FOOTING
<br />REINF,
<br />C1
<br />5 NOMINAL DIA
<br />F1
<br />V_(o
<br />3 5
<br />3.5" O.D.
<br />PIPE SCHEDULE 40
<br />4" 0. D.
<br />x3'-�d„
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<br />TA BLE 2
<br />SINGLE SHADE
<br />STRUCTURE
<br />STRUCTURE
<br />HOOP SIZE
<br />SIZE SQ FT
<br />0 -500
<br />2" 0. D.
<br />500 -
<br />L J
<br />1001 -1500
<br />3.5" O.D.
<br />1501 -2100
<br />4" 0. D.
<br />5>'CGTA L
<br />5" o• D, mi
<br />1 / � � � . � s _ r • r w tea. M t 'T
<br />TRIANGULAR
<br />SHADE SAIL
<br />E - S LIDER
<br />STEEL PIPE OS PER TABLE 1
<br />NAL FINISH BY OTHERS
<br />-' OOTING: SEE
<br />TABLE 1 FOR SIZE
<br />EBAR AS PER SCHEDULE
<br />TABLE 1
<br />OTE:
<br />CONCRETE FOOTER TO BE
<br />i POURED IN UNDISTURBED
<br />SOIL -- NO FORMING REWRED
<br />MIN. ColvewE ST'RejelTI:{
<br />3coo ?5t,
<br />3 INBEDDED COL.
<br />SCALE 1' = 1' -0"
<br />CROWN
<br />`t
<br />CONNECTOR
<br />TRIANGULAR
<br />SHADE SAIL
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<br />1
<br />HOOP PIPE
<br />CROWN CONNECTOR
<br />SIDE VIEW
<br />27' -0"
<br />a V,,.
<br />FLAN VIEW
<br />CROWN CONNECTOR
<br />1 SCALE:
<br />5 3/4"
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<br />E -Z SLIDER — E -Z SLIDER
<br />T/4" CABLE AROUND
<br />PERIMITER OF EACH 2 HOOP PIPE TYPICAL
<br />SHADE SAIL (TYP.) 1 SEE TABLE 2
<br />UNIT 27'X 18'X 8'
<br />1 SCALE = 1/4" = 1' -0"
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<br />GENERAL NOTES:
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<br />1, ALL WORK SHALL CONFORM TO THE STANDARDS OF THE FLORIDA BUILDING CODE,
<br />CL
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<br />U-
<br />2007
<br />EDITION.
<br />N
<br />2. STRUCTURES ARE DESIGNED IN ACCORDANCE WITH FBC, 2007 EDITION, AND ASCE 7 -05. S
<br />THE PIPE COLUMNS ARE DESIGNED FOR A MINIMUM WIND SPEED OF 150 MPH (3 - SECOND
<br />r'
<br />GUST) WHEN FABRIC IS REMOVED,
<br />L1J
<br />3. ALL STRUCTURAL MEMBERS ARE GALVANIZED STEEL (MIN. 36 KSI).
<br />4. FABRIC MEETS NFPA 11.9.1.5.
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<br />5. THE STRUCTURE IS A TENSILE STRUCTURE FOR DESIGN PURPOSES
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<br />6. ALL EXPOSED STEEL TO BE GALV. (MIN 36 KSI).
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<br />DESIGN CRITERIAA PER FL FBC 2007,1
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<br />ROOF LIVE LOAD WIND LOAD AS PER ASCE 7 -05
<br />ROOF D
<br />OF-AD LOAD N.A.
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<br />3
<br />FLOOR LIVE LOAD N.A.
<br />FLOOR DEAD LOAD NA.
<br />DESIGN WIND VELOCITY 150 MPH (STEEL STRUCTURE ONLY)
<br />_
<br />< -
<br />WIND IMPORTANCE FACTOR 0.77 (PER FBC 3105.4.2.1); 1.0 WITH FABRIC REMOVED
<br />BUILDING CATEGORY I (PER FBC 3105.4.2.1); 11 WITH FABRIC REMOVED
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<br />BUILDING TYPE OPEN
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<br />EXPOSURE TYPE CATEGORY C
<br />INTERNAL PRESSURE COEFFICIENT NA. — OPEN STRUCTURE
<br />ROOF MATERIAL
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<br />RESISTANCE RATING 75 MPH
<br />SOIL BEARING CAPACITY 2000 PSF (ASSUMED)
<br />STRUCTURE 13 DESIGNED ON THE BASIS OF F8C, SECTION 3105.4.2.1. THE FABRIC
<br />COVERED MEMBRANE IS DESIGNED FOR QUICK REMOVAL AT WIND VELOCITY OF
<br />75 MPH, AND A 3- SECOND GUST AT 90 MPH, IMPORTANCE FACTOR OF 0.77, AND
<br />EXPOSURE C.
<br />NOTES TO OWNER:
<br />FABRIC SHALL BE REMOVED FROM STEEL FRAME WHEN SEVERE WEATHER
<br />CONDITIONS SUCH AS GUST WARNINGS OF 75 MPH OR HIGHER, TORNADO OR
<br />HURRICANE WATCH /WARNING ARE FORECASTED FOR THE AREA BY NATIONAL
<br />OR LOCAL WEATHER AUTHORITIES,
<br />CONTRACTOR SHALL PROVIDE LEGIBLE SIGN POSTED ON COLUMN OR FABRIC
<br />WITH INSTRUCTION FOR REMOVAL OF FABRIC DURING TIMES OF HIGH WINDS
<br />EXCEEDING 75 MPH.
<br />HOOP PIPE
<br />CROWN CONNECTOR
<br />SIDE VIEW
<br />27' -0"
<br />a V,,.
<br />FLAN VIEW
<br />CROWN CONNECTOR
<br />1 SCALE:
<br />5 3/4"
<br />v
<br />.e -",
<br />•
<br />I
<br />E -Z SLIDER — E -Z SLIDER
<br />T/4" CABLE AROUND
<br />PERIMITER OF EACH 2 HOOP PIPE TYPICAL
<br />SHADE SAIL (TYP.) 1 SEE TABLE 2
<br />UNIT 27'X 18'X 8'
<br />1 SCALE = 1/4" = 1' -0"
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<br />LICENSED ENGINEER # 54981
<br />STATE OF FLORIDA
<br />5343 PARK PLACE CIRCLE
<br />BOCA RATON, FL 33486
<br />561- 699 -3776
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<br />LICENSED ENGINEER # 54981
<br />STATE OF FLORIDA
<br />5343 PARK PLACE CIRCLE
<br />BOCA RATON, FL 33486
<br />561- 699 -3776
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