HomeMy WebLinkAboutBuilding Plans30'-0"
CARPORTS.; ME
12'-0" —0" 15'-0" OPE
CODE INFOR
TION
ROLL —UP
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CODE VERSION
FBC 2020 7th Edition
ASCE-7-16
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�MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
11—B
1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND
i
RISK CATEGORY
I
FIRE PROTECTION
NONE
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
i 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.
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 & 2,500LB TENSILE STRENGTH.
10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL.
.FIRE SUPPRESSION SYSTEM
NONE
j"x54" EXPANSION ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES
AND EVERY OTHER END —WALL POST
2" MIN. BASE RAIL
GRAD _
it-� II —II I —II ' —'{a N
II�—III-III i° I <'
—� j—I I 2,500 PSI 4" CONCRETE
< SLAB WITH 10GA. W.W.F.
OR FIBER MESH8.
h-12"
(2) #5 REBAR ® 6" O.C.
/MINIMUMSOIL BEARING CONTINUOUS WITH MINIMUM
CAPACITY 500 PSF(TYP.) 25" OVERLAP SPLICE
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FRAME
Ol1T
iM
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-150mph
EXPOSURE
B
ENCLOSURE
ENCLOSED/OPEN
INTERNAL PRESSURE COEFF.
+/— 0.18/0.0
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
t0PSF
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS,FLOOR,ROOFN/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1,350 SQ. FT.
CONCRETE FOUNDATION/BASE RAIL
REVISIONS
NOTES:
SUB—GRADE SOILS:
—TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION
R318 AND 1816 OF THE 2020 FLORIDA BUILDING CODE, 7TH EDITION
—BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12" BELOW UNDISTURBED OR
ANCHOR DETAIL
REV
DESCRIPTON
DATE
BY
1
LEAN-TO LEG HEIGHT
4/10/21
MTB
PLAN VIEW
2.5" DOOR FRAMING
RECESS
ENGINEERED GRADE"
CONCRETE:
--
—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
REINFORCING STEEL (REBAR) REQUIREMENTS:
1
4"
DOOR WIDTH
ELEVATION VIEW
i
Oan MTB
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M
i ' —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
DOOR FRAMING
" RECESS
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DATE4/2/21
T
J
.75" OOR WIDT
4"
OPTIONAL ROLL -UP DOOR
LOCATION:
4930 Gravers Road, Fort Pierce
slzE
30'L X 45'W X 14'H
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"
CONCRETE SPLASH -GUARD RECESS
HORIZONTALLY TO 6" VERTICALLY.
—COVER:
—3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY
IN CONTACT WITH SOIL OR WEATHER, AND 1j" 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 11" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR
WEATHER,
FRAME
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GALVANIZATION:
—METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY
EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, SWINGING
CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DOOR
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.
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FOR
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REVIEWED i
E
I MIN. 2,500 PSI 4" CONCRETE SLAB WITH TOGA. W.W.F. (OR
CODE COMPLIANCE
- ST. LUCIE COUNTY
BOCC
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°°
FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER
`----------------------------------------------------------------------RO_LL=_U.P----------------------------- -
DOOR FRONT
12"x12" REINFORCED FOOTER
M
------------------------ --------------------------------------
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45'-0"
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Matthew T. BaldWin P.E.
Florida License
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Sheet: CA— I O F 4
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12
-11A"--l-2'-1
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LEFT SIDE WALL
ROLL -UP
DOOR
ORED)
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1W —�-2'-1 W-' —2'-1
3•_114"
o.c. mm
SWINGING
DOOR
3'-0�
3'-.M
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V-Q"
V- Q''
RIGHT SIDE WALL
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CODE INFORMATION
CODE VERSION
FBC 2020 7th Edition,
ASCE-7-16
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
INTERNAL PRESSURE COEFF.
+/- 0.18/0.0
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS,FLOOR,ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1,350 SQ. FT.
REVISIONS
IREVI
DESCRIPTON
IDATE
I BY
1
LEAN-TO LEG HEIGHT
4/10/21
1 MTB
MTB
4/2/21
4930 Grovers Road, Fort Pierce
30-L X 45-W X 14'H
07
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1 -4"
COUNTY
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Matthew T. Baldwin P.E.
Florida License #64608
Sheet: CA-2 Cr 4
RIGHT SIDE LEAN-TO_
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MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC) 12 14x4" SELF -DRILLING
NIPPLE TO
V
`7 \BASE RAIL NIPPLE
BASE I
POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA.
ANGLE CLIP
SECURED WITH (4)
# 12-14xj"
SELF -DRILLING
SCREWS
NON-STRUCTURAL
HEADER OR WINDOW
RAIL TO POST DETAIL
INTERI,
#12-144"
SELF -DRILLING SCREWS
® 10" O.C. MAX., 3"
MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX.
FROM CORNERS
VERTICALLY
EXTERIOR 6
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)#12 14x4" SELF -DRILLING
2"x2"x2" 16 GA. ANGLE CUP
SECURED WITH (4) #12-14xj"
SELF -DRILLING SCREWS
I -I 11-111-1 I Ed I I1 I = l
'I=IIMI I IM�1=1I1- ,
END POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14xj" SELF -DRILLING
SCREWS
VARIES
TO
STD. MAX.SPM SPACING I�f
STD. MAX. SPACING
SIDE WALL ROLL -UP
DOOR/FRAME OUT
HEADER DETAIL
PER MANUFACTURERS INSTRUCTIONS
#14x1"
SELF -DRILLING
SCREWS ® 6" O.C.
MAX. & 6" MAX.
FROM CORNERS
DOOR FRAME TO POST
CONNECTION ROLL -UP DOOR TO
POST CONNECTION
2"x2"x2" 16 GA. ANGLE CUP
SECURED WITH (4) #12-14xj"
SELF -DRILLING SCREWS
INTERMEDIATE POST TO
HEADER/BASE RAIL/OR
WINDOW RAIL DETAIL
MINIMUM 6" TS
NIPPLE. NIPPLE
SECURED TO WALL
POST WITH
(4)# 12-14xj"
SELF -DRILLING
SCREWS
POST TO TRUSS
CONNECTION
TO
1 "x2j" 16 GA.
U-CHANNEL BRACE, MIN.
24" UP TO 7' POST, Mlr
48" OVER 7' POST. MIN.
45' TO MAX. 60' FROM
HORIZ. (EXCLUDE
END -WALLS). SECURED
WITH (4)#12-14x4"
SELF -DRILLING SCREWS.
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SCREWS 144" SELF -DRILLING
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
Enclosed
Design Pressures - 150 mph Basic Wind Speed
Zone
Roof
Wall
1
2n
2r
2e
3r
3e
4
5
9.6
10.1
9.6
9.6
14.8
14.8
14.8
17.9
-11.5
-36.6
-29.2
-11.5
-63.8
-53.6
1 -16.6
-22.6
Open Design Pressures - 150 mph Basic Wind Speed
Zone
Roof
Wall
1
2n
2r
2e
3r
3e
4
5
14.9
21.0
14.9
14.9
21.0
21.0
21.0
23.7
-17.9
-56.4
-34.1
-17.9
-65.7
-56.4
1 -22.5
-28.0
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14x4"
SELF -DRILLING SCREWS
SINGLE OR DOUBLETS
HEADER CONNECTION
DETAIL OPTION 1
26 GAUGE ROOF SHEATHING
SECURED WITH (1)#12-14x4"
SELF -DRILLING SCREWS
'2-1-2-1' (6" O.C. (9" O.C. MAX.))
16 GAUGE FURRING CHANNEL
48" O.C. MAX. SECURED WITH
(2)#12-14x1" SELF -DRILLING
SCREWS TO EACH RAFTER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
NIPPLE
TRUSSED RAFTER
CONNECTION DETAIL
PPLE
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
12-14x4" SELF -DRILLING
EWS
SINGLE OR DOUBLETS
HEADER
HEADER CONNECTION DETAIL
OPTION 2
2 - 2"x2"x2" 16 GA. ANGLE CLIPS
SECURED WITH (4) #12-14xj"
SELF -DRILLING SCREWS (PER CLIP)
LEAN-TO TO TRUSS
CONNECTION
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402.1
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
CODE VERSION
FBC 2020 7th Editior
ASCE-7-16
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
ENCLOSURE ENCLOSED/OPEN
INTERNAL PRESSURE COEFF. +/- 0.18/0.0
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1OPSF
ROOF LIVE LOAD 20PSF OR 3001b P.L.
FLOOR DEAD LOAD 1OPSF
FLOOR LIVE LOAD 50PSF
"R"RATING OF WALLS,FLOOR,ROOF N/A
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE 11,35o SQ. FT.
LEG HEIGHT
MTB
4/2/21
4930 Grovers Road, Fort Pierce
1-"- 301 X 45'W X 14'H 11
171
U-) 4/1 1 /21
J
Q Matthew T. Baldwin P.E.
Florida License #64608
o LJ
o Sheet: CA-4 OF 4