HomeMy WebLinkAboutCARPORT PAPERWORKFRONT ELEVATION
REAR ELEVATION
GENERAL NOTES
RIGHT SIDE ELEVATION
LEFT SIDE ELEVATION
1. THESE PLANS BELONG EXCLUSIVELY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM (MWFRS), COMPONENTS AND CLADDING (C&C), AND BASE RAIL ANCHORAGE.
OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PROPERTY SET -BACKS, ELECTRICAL, PLUMBING, INGRESSIEGRESS, FINISH FLOOR SLOPES AND ELEVATIONS,
OR OTHER LOCAL ZONING REQUIREMENTS ARE THE LIABILITY OF OTHERS.
2. THESE STRUCTURES ARE ENGINEERED AS NON -HABITABLE STORAGENTILITY STRUCTURES (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE
AND LIVE AND WIND LOADS. UPGRADES NOT SPECIFICALLY ADDRESSED HEREIN, SUCH AS WINDOWS, DOORS, OR ANOTHER COMPONENT NOT LISTED IN THE FLORIDA BUILDING
CODE APROVED PRODUCT LIST, AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYWHERE, INC., WHICH CAUSE ADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT THE
3. ALL C&C SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S MANUALS AND INSTRUCTIONS.
4. FRAMING AROUND ROLL -UP DOOR OPENINGS SHALL BE I2GA TS POSTS AND I2GA TUBE STEEL ITS) HEADERS CROSS-SECTION MATCHING THE REMAINDER OF THE BUILDING FRAMING.
5. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL ALL FASTENERS SHALL BE ZINC COATED HARDWARE,
6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.CONCRETE SLAB FOUNDATIONS
SHALL BE REINFORCED WITH 6X6-W IAXW1.4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
7. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 314" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHERS. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
8. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS
9. CONCRETE ANCHORS SHALL BE I2"x 512"WEDGE (12"x5"TAPCON LDTON OTHER) ANCHORS OR EQUIVALENT.
10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION
(2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017) -BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE
OF 2.000 PSF IS ASSUMED.
11. 14 GA FRAMING IS 2.12" x 2-12" TUBE STEEL (TS). NIPPLES ARE 2-1W x 2-1/4" TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2.1/4" x 2-1/4" TS. NIPPLES ARE 2" x 2" TS FOR 12 GA FRAMING,
EXCEPT AS NOTED IN NOTE 4 ABOVE.
DESIGN CRITERIA
APPLICABLE CODES. REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SE17
3. NOS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. AC1318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35&AA ADM
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 &TABLE
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 &TABLE
PRODUCTCATEGORY
SUBCATEGORY
MANUFACTURER
APPROVAL
No. & DATE
STRUCTURAL
ROOF DECK
CARPORTS ANYWHERE
FL27402.1
COMPONENTS
HAMPTON RIB ROOF PANEL
8/15/18
CONCRETE NOTE
ALL OPEN AREAS OF CONCRETE
OUTSIDE OF THE PROPOSED
STRUCTURE SHALL BE DESIGNED
TO SLOPE AWAY FROM THE
STRUCTURE
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MAYBE NEC�FIELD INSPECTORS THAT
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CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD.
OCCUPANCY GROUP:
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CONSTRUCTION TYPE:
II-B
BUILDING ENCLOSURE TYPE:
OPEN
RISK CATEGORY:
1
ULTIMATE WIND SPEED (MPH):
150
NOMINAL DESIGN WIND SPEED (MPH):
116
WIND EXPOSURE CATEGORY:
B
MEAN ROOF HEIGHT (FEET):
13.5
ROOF ANGLE (DEGREES):
14.0
DESIGN PRESSURES (PSF)
ROOF:
CLEAR WIND FLOW.
ZONE is
-31.5/-33.2
ZONE 2:
+31.5 / -33.2
ZONE T
t31.5 /-33.2
DESIGN ROOF PRESSURES:
+31.5/-33.2
OBSTRUCTED WIND FLOW:
ZONE 1: +21 /-36.7
ZONE 2: +21 /-36.7
ZONE 3: +211-36.7
DESIGN ROOF PRESSURES: +21 /-36.7
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COVERAGE OF THE REINFORCED STEEL:
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MINIMUM CONCRETE COVER OVER THE REINFORCED STEEL RAMS IN THE FOUNDATIONS SHALL BE:
3INCHES WHERED TEMPORARYIN CONTACT WITH THE EARTH
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OR UNPROTECTED FROM THE EARTH OR WEATHER. OTHERWISE 1-12INCHES. REINFORCED BARS
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EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM DISTANCE OF 1141NCH FOR FINE GROW
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OR In INCH FOR COARSE GROUT BETWEEN REINFORCED BPRS AND PLANE OF THE CELL
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REINFORCED SPAS IMPLEMENTED IN THE STONEWORK SHALL HAVE A MASONRY COVER 2 INCHES FOR
MASONRY UNITS WITH FACE EXPOSED TO THE EARTH OR WEATHER I-I2 INCHES FOR STONEWORK
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NOT EXPOSED TO THE WEATHER OR EARTH.
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THE REINFORSING STEEL SHALL BE MINIMUM GRADE 40.
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CONCRETE SHALL HAVEA MINIMUM SPECIFIED COMPRESSNE STRENGTH OF 2500 PSI.
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GALVANIZATION:
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THEEXTERIOR WALL CONSTRUCTION WITH METAL ACCESSORIES THAT DONT HAVE DIRECT EXPOSING OF WHETHER SRALL BE GALVANIZED
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ACCORDING TOASTM A 153. CLASS B3. SCREWS, BOLTS, PLATE CONNECTORS AND "US EXPOSED OIRECTLYTO THE WEATHER SHALL
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REINFORCEMENT MAY BE BENT IN ME FIELD OR SHOP AS LONG AS:
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2. RUNFRCEMOW PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT;
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3. THE DUMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX -BM DIAMETERS.
DESIGN DATE: 12/2112018
EXCEPTION:
REVISION I: DATE
PAGE:
WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH A VERTICAL CELL, BARS PARTIALLY EMBEDDED IN CONCRETE SHALL BE
PERMITTED TO BE BEM AT SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT TO 6INCHES OF VERTICAL BAR LENGTH.
REVISION 2: DATE
SCALE: NTS
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CONCRETE NOTE
ALL OPEN AREAS OF CONCRETE
OUTSIDE OF THE PROPOSED
STRUCTURE SHALL BE DESIGNED
TO SLOPE AWAY FROM THE
STRUCTURE
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