HomeMy WebLinkAboutCARPORT PAPERWORKREAR ELEVATION
GENERALNOTES
RIGHT SIDE ELEVATION
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, INGRESSIEGRESS, FINISH FLOOR SLOPES AND ELEVATIONS,
OR OTHER LOCAL ZONING REQUIREMENTS ARE THE LIABILITY OF OTHERS.
2. THESE STRUCTURES ARE ENGINEERED AS NON -HABITABLE STORAGEIUTILITY STRUCTURES (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE
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 12GA TS POSTS AND 12GA TUBE STEEL ITS) HEADERS CROSS-SECTION MATCHING THE REMAINDER OF THE BUILDING FRAMING.
S. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE ZINC COATED HARDWARE.
& 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-W1.4XW1.4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185. OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
7. ALL FIELD FRAMING CONNECTIONS SHALL BE 412-14x3/4" 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
9. CONCRETE ANCHORS SHALL BE I2-x510WEDGE(12"x5•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 2-12" x 2-12" TUBE STEEL ITS). NIPPLES ARE 2-1/4" x 2-1/4" TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2A/4" x 24/4" TS. NIPPLES ARE 2'. 2" TS FOR 12 GA FRAMING,
EXCEPTAS NOTED IN NOTE 4 ABOVE
CONCRETE NOTE
ALL OPEN AREAS OF CONCRETE
OUTSIDE OF THE PROPOSED
STRUCTURE SHALL BE DESIGNED
TO SLOPE AWAY FROM THE
STRUCTURE
DESIGN CRRERIA
APPLICABLE CODES, REGULATIONS & STANDARDS.
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM S
CHAPTER 23 WOOD.
2. ASCE 7.10. & SEI7
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. AC1318 CONCRETE REFRENCE MANUAL
S. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
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
_P.RODUCTCATEGORY-
-SUBCATEGORY
MANUFACTURER
APPROVAL
No. &DATE
STRUCTURAL
ROOF DECK
CARPORTS ANYWHERE
FL27402.1
COMPONENTS
HAMPTON RIB ROOF PANEL
8115/18
STRUCTURAL
STRUCTURAL
CARPORTS ANYWHERE
FL27403.1
8/15118
COMPONENTS
WALL
HAMPTON RIB WALL PANEL
EXTERIOR
ROLL -UP
JANUS INTERNATIONAL
FL12765.4-R5
DOORS
GROUP, LLC.
10/07/17
SERIES 3100
OCCUPANCYGROUP:
U
CONSTRUCTION TYPE:
II-B
BUILDING ENCLOSURE TYPE:
ENCLOSED
RISK CATEGORY:
I
ULTIMATE WIND SPEED (MPH):
150
NOMINAL DESIGN WIND SPEED (MPH):
116
WIND EXPOSURE CATEGORY:
B
MEAN ROOF HEIGHT (FEET):
13.25
ROOF ANGLE (DEGREES):
14.0
DESIGN PRESSURES (PSF):
ENCLOSED BUILDING
ROOF:
ZONE 1:
-14 /-22.2
ZONE 2:
+141-38.7
ZONE 3:
•14 / 57.2
DESIGN ROOF PRESSURES:
+14/34.4
WALLS:
ZONE 4:
+24.3 /-26.3
ZONE 5:
+24.3 / 32.5
DESIGN WALL PRESSURES:
+24.3/-27.2
SWINGING DOOR:
+24.31-26.3
ROLL -UP DOOR:
+20.7/-22.5
COVERAGE OF THE REINFORCED STEEL:
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SEP 12 2019
ST. Lucie County, Permitting
REVIEWED OR
CODE COMPLIANCE
ST. LUCIE COUNTY
DOCC-
MIMMUM CONCRETE COVER OVER THE REINFORCED STEEL BARS IN THE FOUNDATIONS SHALL BE:
3 ZHU WHERE THE CONCRETE IS POURED AGAINST AND TEMPORARY IN CONTACT WRH THE EARTH
OR UNPROTECTED FROM THE EARTH OR WEATHER, OTHERWISE 1-U2INCHES. REINFORCED SAPS
EMBEDDED IN GROUTED CELLS SHALL HAVE A MIMMUM DISTANCE OF 1I41NCH FOR RNE GROUT
OR IC INCH FOR COARSE GROUT BETWEEN REWFORCED BARS AND PLANE OF THE CELL--
__RUNFORCED BARSIM%.EMENIFD INTHE STONEWORK SW HAVE A MASONRY COVER 2 INCHES FOR
MASONRY UNITS WITH FACE EXPOSED TO THE EARTH OR WEATHER 1-12INCHES FOR STONEWORK
NOT EXPOSED TO THE WEXTIIER OR EARTH.
REINFORCING STEEL:
THE REINFORSING STEEL SRALLBE MIMMUM GPADE40
CONCRETE:
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI
GALVANIZATION:
REINFORCEMENT MAY BE BENT IN THE FIELD OR SHOP AS LONG AS: °! .�
1ATISBENTCOLD: ♦ I'll
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2. REINFRCEMEM PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT; O68p ,,.
3. THE DIAMETER OF THE BEND. MEASURED ON THE INSIDE OF THE SAR, IS NOT LESS THAN SAR DWAETE25.� `��
EXCBOTION:
WHERE BENDING IS NECESSARY TO AUGN DOWEL SAPS WITH A VERTICAL CELL, BARS PARTIALLY EMBEDDED IN CONCRETE SHALL BE
PERMITTED TO BE BENT AT A SLOPE OF NOT MORE THAN 11NCH OF HORIZONTAL OISPIACEMENT TO6INCHES OF VERTICAL BAR LENGTH.
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