HomeMy WebLinkAboutCARPORT PLANS--I - - -- -
FRONT ELEVATION RIGHT SIDE ELEVATION
REAR ELEVATION
GENERAL NOTES
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LEFT SIDE ELEVATION
1. THESE PLANS BELONG EXCLUSIVELYTO 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, INGRESS/EGRESS, FINISH FLOOR SLOPES AND ELEVATIONS,
OR OTHER LOCAL ZONING REQUIREMENTS ARE THE LIABILITY OF OTHERS.
2 THESE STRUCTURES ARE ENGINEERED AS NON -HABITABLE STORAGEUTILITY STRUCTURES (RISK CATEGORY II CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE
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OWNER'S RISK. FLORIDA ENGINEERING LLC, SHALL NOT BE RESPONSIBLE FOR FAILURE OR STRUCTURAL DAMAGE DUE TO THE EXTRA LOAD.
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 RAVEA MINIMUM COMPRESSIVE STRENGTH OF2500 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 x3W SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHERS. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
B. POSTIRAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS.
S. CONCRETE ANCHORS SHALL BE I2"x51IT WEDGE (I/TxS"TAPCON LDT ON 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 2-1/2" x 2-10 TUBE STEEL ITS). NIPPLES ARE 2.11C x 2.1W TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-IW x 2-1/4" TS. NIPPLES ARE 2- x 2- TS FOR 12 GA FRAMING,
EXCEPT AS NOTED IN NOTE 4 ABOVE
ESIGN 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 ASCE7-10.&SE17
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. ACI318 CONCRETE REFRENCE MANUAL
5. PCI PRECAST& PRESTRESSED CONCRETE.
6. AA ASM 35&AA ADM
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 16D4.5 & TABLE
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 16M.3.1 & TABLE
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PRODUCT CATEGORY
SUBCATEGORY
MANUFACTURER
APPROVAL
ND. &DATE
STRUCTURAL
ROOFDECK
CARPORTSANYWHERE
FL27402.1
COMPONENTS
HAMPTON RIB ROOF PANEL
8/15118
STRUCTURAL
STRUCTURAL
CARPORTS ANYWHERE
FL27403.1
8/16/18
COMPONENTS
WALL
HAMPTON RIB WALL PANEL
EXTERIOR
ROLL -UP
JANUS INTERNATIONAL
FL12765.4-R5
DOORS
GROUP, LLC.
10/07/17
SERIES 3100
EXTERIOR
ELIXIR DOOR AND
FL17996.5-Rl
DOORS
SWINGING
METAL COMPANY
01129/18
SERIES 407
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
BUILDING ENCLOSURE TYPE:
RISK CATEGORY:
ULTIMATE WIND SPEED (MPH):
NOMINAL DESIGN WIND SPEED (MPH):
WIND EXPOSURE CATEGORY:
MEAN ROOF HEIGHT (FEET):
ROOF ANGLE (DEGREES):
DESIGN PRESSURES (PSF):
ROOF:
ZONE 1:
ZONE 2:
ZONE 3:
DESIGN ROOF PRESSURES:
WALLS:
ZONE 4:
ZONE 5:
DESIGN WALL PRESSURES:
SWINGING DOOR:
ROLL -UP DOOR:
CONCRETE NOTE
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ENCLOSED
150
116
D
15.375
14.0
+19.2 /-30
+19.2 / 51.6
+19.21-81.2
+19.2 /-04.6
+32.7/-35A
+32.7/33.5
+32.7 /-36.4
+32.71-35.4
+27.3 /-29.6
ALL OPEN AREAS OF CONCRETE
OUTSIDE OF THE PROPOSED
STRUCTURE SHALL BE DESIGNED
TO SLOPE AWAY FROM THE
STRUCTURE
ST
APR 112019
COVERAGE CF THE REINFORCED STEEL
MINIMUM CONCRETE COVER OVER THE REINFORCED STEEL BARS IN THE FOUNDATIONS SHALL BE: ^ C����®
3 NIMER
E ERE THE CONCRETE IS POURED AGAINST AND TEMPORARY IN CONTACT WITH THE EARTH CV�G
OR UNPROTECTED FROM THE EARTH OR WEATHER. OTHERWISE 1412INCHES. REINFORCED BARS
EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM DISTANCE OF 114 INCH FOR FINE GROUT B� OR 121NCH FOR COARSE GROUT BETWEENY REINFORCED BARS AND PLANE OF THE CELL.
REINFORCED B COS IMPLEMENTED IN THE STONEWORK SHALL HAVE A MASONRY COVER 2INCHES FOR /�
MASONRY UNITS WITH FACE EXPOSED TO THE EARTH OR WEATHER 1-1/2 INCHES FOR STONEWORK St. �UC)e COUI
NOT EXPOSED TO THE WEATHER OR EARTH
REINFORCING STEEL:
THE REINFORSING STEEL SHALL BE MINIMUM GRADE 40.
CONCRETE:
CONCRETE SHALL HAVE AMINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI.
GALVANRATION:
THE EXTERIOR WALL CONSTRUCTION WITH METAL ACCESSORIES THAT DONT HAVE DIRECT EXPOSING OF WHETHER SMALL BE GALVANIZED
ACCORDING TOASTM A 153. CLASS B2. SCREWS, BOLTS. PLATE CONNECTORS AND NAILS EXPOSED DIRECTLYTO TIE WEATHER SHALL
BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.
REINFORCEMENT MAY BE BENT IN THE FIELD OR SHOP AS LONG AS:
1. IT IS BENT COLD;
L RDNFRCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD SENT;
3. TIE DIAMETER OF ME SEND. MEASURED ON THE INSIDE OF THE BAR. IS NOT LESS THAN SIX DIAMETERS.
EXCEPTION:
WHERE BENDING IS NECESSARY TOAUGN DOWEL BARS WITHA VERTICALCEIL. BARS PARTIALLY EMBEDDED IN CONCRETE SHALL BE
PERMITTED TO BE BENTATA SLOPEOF NOT MORE THAN 1 INCH OF HORRONTPLUSPLACEMENTTO 61NCHESOF VERTICAL BAR LENGTH.
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