HomeMy WebLinkAboutConstruction Plans30'-0Aga
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C"AMwYVHEM
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FOR
CODE INFOR ATION
CODE VERSION
BC 2020 7th Edition
SCE-7— 6
MANUFACTURER
CARPORTS ANYWHERE
I ' REVIEWED
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BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
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1. THESE PLANS�a `��p
CLADDING, ANDPBA EINRAILILY TO THE ANCHORAGETOTHERRDESGNtDING ISS ES,AIN INCLUDNGND ORCE BUT NOTISTING LIMITEDYTOEPLUMBNPG,NENTS ANDELE ELECTRICAL, ST, LUCIE COUN • i RE�EN
v� ;
/ �021
I INGRESS EGRESS, PROPERTY SET —BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ���� UG 13
ARE THE RESPONSIBILITY OF OTHERS. i
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 �.�u. ��g I
LIST, AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE ! .•. Pew i
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STRUCTURE SHALL BE AT THE OWNER'S RISK. CARPORTS ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE -,� ;� , i
RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. -� -�� I'� i
3. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C101.4.2. ,` L L '
, ,
I 4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM Al003/A1003M-15. ,
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5. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE
RESPONSIBILITY OF THE OWNER. i
6. ROOF AND WALL SHEATHING SECURED WITH #12-140/4" SELF —DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX. i
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
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
0PSF OR 3001b P.L.
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
5OPSF
7. FIELD FRAMING CONNECTIONS SECURED WITH #12-143/4" SELF —DRILLING SCREWS. J"x5j" EXPANSION ANCHOR WITHIN 6" i
8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED OF EACH POST/TRUSS ALONG SIDES i
WELDER. AND EVERY OTHER END —WALL POST
9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,50OLB TENSILE STRENGTH.
"R"RATING OF WALS,FLOOR,ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
10. 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL.
2" MIN. BASE RAIL i
SQUARE FOOTAGE
720 SQ. FT.
GRAD i
ZrTr.m a...a.
1—) 1 11I N 2,600 PSI 4" CONCRETE
SUB —GRADE SOILS: —III=1 I ', <a SLAB WITH 1 OGA. W.W.F.
—TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION
OR FIBER MESH
I R318 AND 1816 OF THE 2020 FLORIDA BUILDING CODE, 7TH EDITION � I
—BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12" BELOW UNDISTURBED OR 12" (2) #5 REBAR ® 6" O.C.
ENGINEERED GRADE MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM i
CAPACITY 500 PSF(TYP.) 25" OVERLAP SPLICE O
—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 i LL_
REINFORCING STEEL (REBAR) REQUIREMENTS: CONCRETE FOUNDATION/BASE RAIL i
I -MINIMUM GRADE 40 STEEL — ANCHOR DETAIL
—REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED:
O
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N
REVISIONS
REV
DESCRIPTON
DATE
BY
ow BY-
DAM 5/1/21
IocAnoN: 7807 Belmont Ave, Fort Pierce
—THE REBAR IS BENT COLD i
—THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED PLAN VIEW
2.5" DOOR FRAMING i
6—BAR DIAMETERS: AND I
WE
301 X 24-W X 12-H
—REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT J" RECESS
EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL
I I
CELL THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1"
OOR WIDT"
HORIZONTALLY TO 6" VERTICALLY.
-COVER: ELEVATION VIEW
—3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY DOOR FRAMING
IN CONTACT WITH SOIL OR WEATHER, AND 1j" ELSEWHERE. REBAR EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF }" FOR FINE RECESS
GROUT, AND J" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL T" i
REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING .75"J OOR WIDT
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 OPTIONAL ROLL -UP DOOR
WEATHER.
GALVANIZATION: CONCRETE SPLASH -GUARD RECESS
XPOSEDCTOSSORIES FOR WEATHER SHALLEIN EXTERIOR BE GALVANIZED NLACCOR ANCEIOW�NASTMTDIRECTLY
A 153,
CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED SWINGING
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. DOOiR
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—
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.
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MIN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER
I MESH) AND 12 x12 REINFORCED FOOTER PERIMETER
12 x12 REINFORCED FOOTER
--------------------------------------------------------- RQLL-S.1P-------------------------------------------RQLL=-iJP --------------------------------------
DOOR // DOOR
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Matthew T. Baldwin P.E.
Florida License #64608
Sheet: CA— 1 OF 4
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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
16
D IOGI OR O
3'-0"
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-160mph
EXPOSURE
B
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFF.
+/- 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
1OPSF
-6" 3'-6"
24._0•
FRONT END WALL
24'-0"
REAR END WALL
ROOF LIVE LOAD
OPSF OR 3001b P.L.
FLOOR DEAD LOAD
10PSF
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS,FLOOR,ROOF
N/A
s
Lt
0
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MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
720 SQ. FT.
REVISIONS
3'-gi• 3'-gl"
3'-6l•
3'-6�1•
3'-8 3'-6�l"
3'-e
REV
DESCRIPTON
DATE
BY
o
ROLL -UP
DOOR
'�TB• '-0`
30
0
ROLL -UP
DOOR
WALL
2'-0"
DRAWN BY: MTB
DATE: 5/ 1 /21
LOCATION: 7807 Belmont Ave, Fort Pierce
SIZE' 30'L X 24'W X 12'H
D
EWE® FOR
PLIANCE
-5"fft-3'-7-
3'-
3
2•-1 d�
LEFT SIDE
1'-�
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LUCIE
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COUNTY
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Matthew T. Baldwin P.E.
Florida License #64608
O.C. ►SAX.
3._Q".
3.-✓�•—�
3'-�"
3'-✓�"
30'-0'
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3'-"�b'
3'-�"
3'-✓�"
3'->�
Sheet: CA-2 OF 4
RIGHT
SIDE WALL
MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH SECURED TO WALL POST WITH
SC)REWS 14)j" SELF —DRILLING SC) 12 14)4" SELF —DRILLING
NIPPLE TO 2"x2"x2" 16 GA. ANGLE CLIP
BASE RAIL NIPPLE TO 1" SECURED WITH (4) #12-14x4"
BASE RAIV V SELF —DRILLING SCREWS
2"x2"x2" 16 GA. ANGLE CLIP
_ _ SECURED WITH (4) #12-14xi"
T-1 � 1-1 I I I-1 I-1 I —I I —I 1-1 SELF —DRILLING SCREWS
III -
INTERMEDIATE POST TO
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
END POST TO BASE RAIL HEADER/BASE RAIL OR
CONNECTION WINDOW RAIL DETAIL
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14xi" SELF —DRILLING
SCREWS
FVARIES NI
TO T
II�STD. MA�3SPM NNG�II
STD. MAX. SPACING
> SIDE WALL ROLL —UP
DOOR/FRAME OUT
HEADER DETAIL
INSTALL PER MANUFACTURERS INSTRUCTIONS
#12-14xj"
SELF —DRILLING SCREWS
® 10" O.C. MAX., 3"
MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX.
FROM CORNERS
VERTICALLY
EXTERIOR 8
#14x1"
SELF —DRILLING
SCREWS ® 6" O.C.
MAX. & 6" MAX.
FROM CORNERS
DOOR FRAME TO POST ROLL —UP DOOR TO
CONNECTION POST CONNECTION
MINIMUM 6" TS
NIPPLE. NIPPLE
SECURED TO WALL
POST WITH
(4)#12-14x4"
SELF —DRILLING
SCREWS
POST TO TRUSS
CONNECTION
TO
1 "x2B" 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)#12-14xi"
SELF —DRILLING SCREWS.
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)R WS 14xj" 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
9.7
9.6
9.6
14.3
14.3
14.3
17.2
-11.1
-35.2
-28.1
-11.1
-61.5
-51.7
-16.0
-21.7
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14x�
SELF —DRILLING SCREWS
SINGLE OR DOUBLETS
HEADER
HEADER CONNECTION
DETAIL OPTION 1
26 GAUGE ROOF SHEATHING
SECURED WITH (1)#12-14xj"
SELF —DRILLING SCREWS
'2-1-2-1' (6" D.C. (9" D.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
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)REWS 14xj" SELF —DRILLING
CAMRSANY MIR
SINGLE OR DOUBLETS
HEADER CONNECTION DETAIL
OPTION 2
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
FL21450.10
SERIES 750: MAX. 10'x12'
CODE VERSION
FBC 2020 7th Edition,
ASCE-7-16
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
a—B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
VUlt-150moh
INTERNAL PRESSURE COEFF.
+/— 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 30Olb P.L.
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
5OPSF
"R"RATING OF WALLS,FLOOR,ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
720 SQ. FT.
REVISIONS _
MTB
5/1/21
7807 Belmont Ave, Fort Pierce
30'L X 24'W X 12'H
R VEW ED FOR
'.'.`70M-1E COMPLIANCE
ST. L=E COUNTY
BCCC
J
Q Matthew T. Baldwin P.E.
I _Florida License #64608
' Sheet: CA-4 OF 4