HomeMy WebLinkAboutBUILDING PLAN�-- - - 20-14' 3'-0" 16'-1O3�
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1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND �� M ,
CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, �0���` i
INGRESS/EGRESS, PROPERTY SET —BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS i
ARE THE RESPONSIBILITY OF OTHERS. �O �� O"0 I
2. THIS STRUCTURE IS DESIGNED AS A NON —HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY 1) CAPABLE OF
DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY I
ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS �1 I
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 i
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. R0LL1UP
M-15.
, 4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003i
5. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE DOOR
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CODE INFORMATION
CODE VERSION
FABCE2� 0 67th Edition
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
Y STRUCTURE
CONSTRUCTION TYPE
II—B
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
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
0PSF OR 3001b P.L.
�`�
RESPONSIBILITY OF THE OWNER. I
6. ROOF AND WALL SHEATHING SECURED WITH #12-14x3/4" SELF —DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX. i
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 �OF�EACH POST/ RUSS ALONG ANCHOR HSIDES
WELDER. I
AND EVERY OTHER END —WALL POST
9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,50OLB TENSILE STRENGTH.
10. 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL.
2" MIN. BASE RAIL
, ;
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
1,200 SQ. FT.
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GRAD _
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I I �III—) I'� ° 2,500 PSI 4" CONCRETE
SUB —GRAD SO LS: SLAB WITH 10GA. W.W.F.
—TOBE TER ITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION ' '°R318 AND 1816 OF THE 2020 FLORIDA BUILDING CODE, 7TH EDITION OR FIBER MESH
NOTES:/MINIMUIM
—BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM OF 12"BELOW UNDISTURBED OR (2) #5 REBAR ® 6" O.C.o ENGINEERED GRADE SOIL BEARING CONTINUOUS WITH MINIMUM
FRAME CONCRETE: CAPACITY 500 PSF TYP.
OJT -MINIMUM 2,600 PSI COMPRESSIVE STRENGTH AT 28 DAYS _ ( ) 25" OVERLAP SPLICE
—ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE I�
DESIGNED TO SLOPE AWAY FROM THE STRUCTURE
I REINFORCING STEEL (REBAR) REQUIREMENTS: CONCRETE FOUNDATION / OAS E RAIL
—MINIMUM GRADE 40 STEEL ANCHOR DETAIL
I —REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: I
REVISIONS
REV
DESCRIPTON
DATE
BY
1
FRAME OUT's
1 /3/22
MTB
DRAWN NITSt�]
11/23/21
—THE REBAR IS BENT COLD ;
—THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED i
LOCATION:
5115 Palmetto Dr, Fort Pierce
SIZE. 40'L X 30'W X 12'H
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:
—3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY i
' IN CONTACT WITH SOIL OR WEATHER, AND 1j" ELSEWHERE. REBAR EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF-}" FOR FINE ROLL-1 UP
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GROUT, AND }" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL. DOOR
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.
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.
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MIN. 2,500 PSI 4" CONCRETE SLAB WITH 1013A. W.W.F. (OR
Q
22
FIBER MESH) AND 12"x12" REINFORCED FOOTER PERIMETER 12"x12" REINFORCED FOOTER I
L------------------------------------------------------------------------------------------------------------------------ _------ -_____-----___---______________--___�NOING--------------------------------------------- -----J
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DOOR
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MattheW T. BaldWin P.E.
28' " 3'-0" '-1 j 1"
-0�4
- 40'-0"
z
Florida License #64608
Sheet- CA-1 OF 4
LEFT SIDE WALL
RIGHT SIDE WALL
SWINGING
DOOR
CODE VERSION
F13C 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
INONE
INTERNAL PRESSURE COEFF,
IMPORTANCE FACTOR
ROOF DEAD LOAD
ROOF LIVE LOAD
FLOOR DEAD LOAD
FLOOR LIVE LOAD
"R"RATING OF WALLS,FLOOR,
MODULES PER BUILDING
HURRICANE PROTECTION US,
HURRICANE SHELTER USAGE
OUT's
U
+/— 0.18
1.0
IOPSF
ZOPSF OR 3001b P.L
10PSF
50PSF
N/A
1
NO
No
1,200 SQ. FT.
DATE I BY
MTB
11/23/21
5115 Palmetto Dr, Fort Pierce
40-L X 30-W X 12-H
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Matthew T. Baldwin P.E.
LLI
Florida License #64608
0
Sheet: CA-3 CC f 4
MINIMUM 6" TS NIPPLE. NIPPLE
+ SECURED TO WALL POST WITH
SC) RE
14xj" SELF —DRILLING
NIPPLE TO
(� BASE RAIL NIPPLE
BASE F
POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA.
ANGLE CUP
SECURED WITH (4)
#12-14)4"
SELF -DRILLING
SCREWS
NON—STRUCTURAL
HEADER OR WINDOW
RAIL TO POST DETAIL
INTERI(
#12-14)4"
SELF —DRILLING SCREWS
® 10" O.C. MAX., 3"
MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX.
FROM CORNERS
VERTICALLY
EXTERIOR
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC) 12 14x4" SELF —DRILLING Ir
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14)j"
SELF —DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CUP
SECURED WITH (4) #12-14)"
II1111-1 SELF —DRILLING SCREWS
INTERMEDIATE POST TO
END POST TO BASE RAIL HEADER/BASE RAIL/OR
CONNECTION WINDOW RAIL DETAIL
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14xj" SELF —DRILLING
SCREWS
VARIES
MAX. SPACINGMIN.
TSTD.
" TsIPPLEO
7qg
WALL
xj"—f
SCREWNG
STD. MAX. SP CING
VARIES
SIDE WALL ROLL —UP
DOOR/FRAME OUT
POST TO TRUSS
HEADER DETAIL
CONNECTION
PER MANUFACTURERS INSTRUCTIONS
A3:AIPPLE TO
#14x1"
SELF —DRILLING
SCREWS ® 6" O.C.
MAX. & 6" MAX.
FROM CORNERS
DOOR FRAME TO POST
CONNECTION ROLL —UP DOOR TO
POST CONNECTION
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)#12-14x4"
SELF —DRILLING SCREWS.
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)#12 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
1 -51.7
1 -16.0
-21.7
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)#12-14xj"
SELF-DRLLING SCREWS
'2-1-2-1' (6" Q.C. (s" O.C. MAX.))
16 GAUGE FURRING CHANNEL
48" O.C. MAX. SECURED WITH
(2)#12-141" SELF —DRILLING
SCREWS TO EACH RAFTER.
NIPPLE
TRUSSED RAFTER
CONNECTION DETAIL
MINIMUM 6" TS NIPPLE. NIPPL
SFcURED TO WALL POST WITH
12-14x4" SELF —DRILLING
EWS
SINGLE OR DOUBLETS
HEADER
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
FL21450.3
SERIES 3100
i P 8 ILa fi
I CODE VERSION IFBC 2020 7th Edition,11
BUILDING TYPE
CONSTRUCTION TYPE
RISK CATEGORY
FIRE PROTECTION
FIRE SUPPRESSION
OCCUPANCY
WIND SPEED
STRUCTURE
U
INTERNAL PRESSURE COEFF.
+/— 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
10PSF
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
1,200 SQ. FT.
urwnn nr: MTB
DAM 11 /23/21
LOCATION: 5115 Palmetto Dr, Fort Pierce
SIZE. 40'L X 30'W X 12'H
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Matthew T. Baldwin P.E.
Q Florida License #64608
o Sheet- CA-4 OF 4