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DEC ® 4 CODE INFORMATION
Z 1 CODE VERSION FBC 2017 6th Editi<
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1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND
BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SET —BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
2. THIS STRUCTURE IS DESIGNED AS A NON —HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD
LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING
DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST, AND NOT PROVIDED AND INSTALLED
BY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. CARPORTS
ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE
APPLICATION OF ADDITIONAL LOADS.
3. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C101.4.2.
4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15.
5. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE
RESPONSIBILITY OF THE OWNER.
6. ROOF AND WALL SHEATHING SECURED WITH #12-14x3/4" SELF —DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX.
7. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4" SELF —DRILLING SCREWS.
8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED WELDER.
9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,50OLB TENSILE STRENGTH.
10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL.
-TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION
R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION
—BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12" BELOW UNDISTURBED OR
ENGINEERED GRADE
—MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS
—ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE
DESIGNED TO SLOPE AWAY FROM THE STRUCTURE
-MINIMUM GRADE 40 STEEL
—REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED:
—THE REBAR IS BENT COLD
—THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED
6—BAR DIAMETERS: AND
—REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT
EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL
CELL. THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1"
HORIZONTALLY TO 6" VERTICALLY.
—COVER:
—2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY
IN CONTACT WITH SOIL OR WEATHER, AND 14" ELSEWHERE. REBAR EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF J" FOR FINE
GROUT, AND J" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL.
REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING
GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO
EARTH OR WEATHER, AND 1}" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR
WEATHER.
GALVANIZATION:
—METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY
EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153,
CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.
MIN. 2,500 PSI 4" CONCRETE SLAB WITH 10GA. W.W.F. (OR
FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER
7'-43"
WINDOW
E.5
SWINGING
j"x5j" EXPANSION ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES
AND EVERY OTHER END —WALL POST
2" MIN.-� I+ ABASE RAIL
N/ I
L2,500 PSI 4" C01
SLAB WITH 1OGA.
OR FIBER MESH
(2) #5 REBAR ® 6" O.C.
MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM
CAPACITY 500 PSF(TYP.) 12" OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
2 5" PLAN VIEW DOOR FRAMING
" RECESS
-DOOR WIDTH
ELEVATION VIEW
DOOR FRAMING
RECESS
T"
•75"J OOR WIDT
OPTIONAL ROLL -UP DOOR
CONCRETE SPLASH -GUARD RECESS
12"x12" REINFORCED FOOTER
ROLL- UP
DOOIR
0BUILDING TYPE
- CONSTRUCTION TYPE
RISK CATEGORY
FIRE PROTECTION
FIRE SUPPRESSION
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CODE COMPLIANCE
ST. LUCIE CUNTE��A'S
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STRUCTURE
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150n
INTERNAL PRESSURE COEFF.
+/— 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
150PSF
"R"RATING OF WALLS,FLOOR,ROOF
N/A
MODULES PER BUILDING
11
1 HURRICANE SHELTER USAGE I NO �I
ISQUARE FOOTAGE 1960 SQ. FT.
DATE
MTB
9/12/20
5450 Palmetto Ave., Ft. Pierce
1" 401 X 24'W X 13'H 11
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CODE INFORMATION
CODE VERSION
FBC 2017 6th Edition,
ASCE-7-10
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ROLL —UP
DOOR
V-0•
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II-B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-150mph
EXPOSURE
B
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFF.
+/- 0.18
IMPORTANCE FACTOR
1.0
I-t'- -
FRONT END WALL
-.Is•
�3'-7'
3-7•
3'-7' �Iy�•
24•-0•
REAR END WALL
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
IOPSF
50PSF
' D.C. MAX.
—
fr-a�•
zo'-f�•
FLOOR LIVE LOAD
"R"RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1960 SQ. FT.
REVISIONS
REV
DESCRIPTON
DATE
BY
DRAWN BY` MTB
DATE: 9/12/20
LOCATION: 5450 Palmetto Ave., Ft. Pierce
SIZE: 40'L X 24'W X 13'H
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RIGHT SIDE WALL
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Florida License #64608
Sheet: CA-2 OF 4
FRONT END WALL
WINDOW
SWINGING
DOOR
REAR END WALL
LEFT SIDE WALL
CODE VERSION JFBC 2017 6th Edition,11
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
1
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-150mph
EXPOSURE
B
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFF.
+/— 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
10PSF
FLOOR LIVE LOAD
50PSF
VRATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1960 SQ. FT.
MTB
9/12/20
5450 Palmetto Ave., Ft. Pierce
401 X 24'W X 13'H
W
WINDOW
Z
W 9/14/20
Matthew T. BoldWin P.E.
W Florida License #64608
---------------
RIGHT SIDE WALL Sheet: CA-3 OF 4
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14x4" SELF —DRILLING
SCREWS
NIPPLE TO
BASE RAIL NIPPLE
BASE I
POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14x1"
SELF —DRILLING SCREWS
NON—STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
INTERIOR
#12-14xj" SELF —DRILLING
SCREWS ® 10" O.C. MAX.,
3" MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX.
FROM CORNERS VERTICALU
EXTERIOR
DOOR FRAME TO POST
CONNECTION
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14x1" SELF —DRILLING
SCREWS
2"x2"x2" 16 GA. ANGLE CUP
SECURED WITH (4) #12-14)1"
SELF—DRILUNG SCREWS
END POST TO BASE RAIL
CONNECTION
It
2"x2"x2" 16 GA. ANGLE CUP
SECURED WITH (4) #12-14)j"
SELF —DRILLING SCREWS
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14x4" SELF —DRILLING
2"x2"x2" 16 GA. ANGLE CLIP SCREWS
SECURED WITH (4) #12-14xj"
SELF —DRILLING SCREWS CODE INFORMATION
CODE VERSION FBC 2017 6th Editic
IAS
SINGLE OR DOUBLETS AAIIIrALTIlrrtf�� 7! 1a
INTERMEDIATE POST TO
HEADER/BASE RAIL/OR HEADER CONNECTION
WINDOW RAIL DETAIL DETAIL OPTION 1
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14xj" SELF —DRILLING
MAX. SPACIN
r-3" MIN.
STD. MAX. SP*CING
VARIES
ry
SIDE WALL ROLL —UP
DOOR/FRAME OUT
HEADER DETAIL
INSTALL PER MANUFACTURERS INSTRUCTIONS
#14x1" SELF —DRILLING
SCREWS ® 6" O.C. MAX.
& 6" MAX. FROM CORNERS
ROLL —UP DOOR TO
POST CONNECTION
DESIGN PRESSURES
— 150 Mph
ROOF
+19.3/-41.4
WALLS
+20.0/-22.2
DOORS
+20.0/-22.2
WINDOWS
+20.0/-22.2
1
2
3
4
5
ZONE
+9.3
—21.9
+12.3
—35.1
+19.3
—41.4
+18.8
—21.9
+20.0
—22.2
26 GAUGE ROOF SHEATHING SECURED WITH
(1)#12-14x1" SELF —DRILLING SCREWS
2-1-2-1' (6" O.C. (9" D.C. MAX.))
1" 16 GAUGE FURRING CHANNEL
48" O.C. MAX. SECURED WITH
(2)#12-140" SELF —DRILLING
SCREWS TO EACH RAFTER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
•%AIPPLE TO
1 "x2j" 16 GA.
U—CHANNEL BRACE, MIN.
24" UP TO 7' POST, MIN
48" OVER 7' POST. MIN.
45' TO MAX. 60' FROM
HORIZ. (EXCLUDE
END —WALLS). SECURED
WITH (4)#12-14)4
SELF —DRILLING SCREWS.
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SCREWS 14x�" SELF —DRILLING
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
N
TO 1
SINGLE OR DOUBLETS
HEADER CONNECTION DETAIL
OPTION 2
MINIMUM 6" TS NIPPLE.
NIPPLE SECURED TO WALL
POST WITH (4)#12-14xj"
SELF —DRILLING SCREWS
POST TO TRUSS
CONNECTION
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402.1 — R 1
Hampton Rib Roof Panel
WALL SHEATHING
Carports Anywhere
FL27403.1
Hampton Rib Wall Panel
SWINGING DOOR
ELIXER DOOR AND METAL COMPANY
FL17996.5
407 STEEL DOOR
ROLL —UP DOOR
JANUS INTERNATIONAL CORPORATION
FL21450.3
SERIES 3100
WINDOW
MI WINDOWS AND DOORS
FL17499.1—R5
MODEL 185 SH
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-150mph
ENCLOSURE JENCLOSED
INTERNAL PRESSURE COEFF. +/— 0.18
IMPORTANCE FACTOR 11.0
ROOF DEAD LOAD JIOPSF
FLOOR DEAD LOAD 10PSF
FLOOR LIVE LOAD 50PSF
"R"RATING OF WALLS, FLOOR, ROOF N/A
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
960 S0. Fr.
MTB
9/12/20
5450 Palmetto Ave., Ft. Pierce
40'L X 24'W X 13'H
9/ 14/20
Matthew T. Baldwin P.E.
Florida License #64608
oSheet. CA-4 OF 4
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