HomeMy WebLinkAboutBuilding plans -- 303011-Rev3 - Digital Sealedq
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SWINGING
DOOR
30'-0
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 & 2,500LB TENSILE STRENGTH.
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PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
GROUND ANCHOR WITHIN 6" OF
EACH POST. ANCHOR SECURED
WITH I" GRADE 5 BOLT MINIMUM
WITH 2" WASHERS
DOUBLE 4" HELIX EARTH
AUGER GROUND ANCHOR
(SEE CHART FOR LENGTH)
BASE RAIL
ASPHALT OR
MINIMUM SOIL
BEARING CAPACITY
500 PSF (TYP.)
GROUND ANCHOR BASE
RAIL DETAIL
Ground Anchor Length
(all buildingwidths<_30')
Wind Speed (mph)
Soil Type
<<140
145-155
160-170
175-180
Verydense and/or cemented sand,coarse gravel,
3011
3011
'48"
J4811
cabbies, preloaded silts, clays and coral
Medium dense coarse sands, sandygravels,
30"
40"
'48"
60"
ve ry stiff siIts and cla ys
Loose to medium dense sands, firm to stiff
48"
48"
60"
60"
clays, silts, and alluvial fill
Loose sands, firm clays, silts, and alluvial fill
4811
60"
6011
6011
* -2 a nchors per past unless sail cha nges to a more desireable type at ha If depth or s ha (lower.
ROLL —UP
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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
INONE
FIRE SUPPRESSION SYSTEM
INONE
OCCUPANCY
JUTILITY, 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
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
900 SQ. FT.
REVISIONS
REV
DESCRIPTON
DATE
BY
1
30'W, RUD
2/11/21
MTB
2
MOVED DOORS & MID —WALL
3/30/21
MTB
3
10x9 SIDE RUD
4/8/21
MTB
MTB
1/10/21
North 50th Street, Fort Pierce
30'L X 30'W X 1 VH
L\CENSF
NO.64608 2
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Digitally signed
Iby Matthew
(Baldwin
Date: 2021.04.08
I22:52:26-04'00'
z Matthew T. Baldwin P.E.
Q 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
SWINGING
DOOR
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-150mph
EXPOSURE
B
ENCLOSURE
ENCLOSED/OP N
INTERNAL PRESSURE COEFF.
+/— 0.18/0.0
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
20'-0"
30'-0"
FRONT END
10'-0"�
WALL
3'-11 12 _0„ 3'-11
3-11
REAR
is'—O.
30.-0"
END WALL
I
FLOOR DEAD LOAD
10PSF
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS,FLOOR,ROOF
N/A
MODULES PER BUILDING
1
0
0
I
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1 900 SQ. FT.
REVISIONS
REV
DESCRIPTON
DATE
BY
1
30'W, RUD
2/11/21
MTB
2
MOVED DOORS & MID —WALL
3/30/21
MTB
3
10x9 SIDE RUD
4/8/21
MTB
I
ROLL —UP
DOOR006
o
DRAWN BY:
MTB
DATE: 1 / 10/21
LOCATI
North 50th Street, Fort Pierce
SIZE: 301 X 30'W X 11'H
3' 3'—�"
30•_0..
LEFT SIDE WALL
RIGHT SIDE WALL
1�� 30'-0"
W_
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W
86
Matthew T. Baldwin P.E.
T
N
00
SWINGING
DOOR
3'-0"
$$
PRINTED
THE SHA
COPIES OF THIS
AUTHENTICATION
DOCUMENT ARE NOT CONSIDERED SIGNED AND
CODE MUST BE VERIFIED ON ANY ELECTRONIC
SEALED AND
COPIES
3'-8M" 3'-8
RIGHT SIDE
3'-8
MID —WALL
3'-8 3'-8 3'-8
so'—o"
3'—S
3'-8
LLJ
J o
Florida License #64608
Sheet: CA-2 OF 4
SWINGING
DOOR
FRONT END WALL
LEFT SIDE WALL
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
RIGHT SIDE MID -WALL
REAR END WALL
RIGHT SIDE WALL
CODE VERSION IFBC 2020 7th Edition,ll
MANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
o
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-150mph
EXPOSURE
B
ENCLOSURE
ENCLOSED/0
INTERNAL PRESSURE COEFF.
+/— 0.18/0
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
20PSF OR 3
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
900 SQ. FT.
REV I DESCRIPTON DATE BY
1 30'W, RUD 2/11/21 MTB
2 IMOVED DOORS & MID —WALL 3/30/21 MTB
3 I1Ox9 SIDE RUD 4/8/21 MTB
MTB
1/10/21
North 50th Street, Fort Pierce
301 X 30'W X 11'H
i Cn
N
SWINGING
DOOR
z
W
Matthew T. Baldwin P.E.
LIJ Florida License #64608
Cn Sheet:
CA-3 OF 4
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14xj" SELF -DRILLING
SCREWS
NIPPLE TO
V \ 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
# 12-14xi"
SELF -DRILLING SCREWS
® 10" O.C. MAX., 3"
MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX.
FROM CORNERS
VERTICALLY
EXTERIOR
DOOR FRAME TO POST
CONNECTION
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14xi" SELF -DRILLING
SCREWS
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xi"
SELF -DRILLING SCREWS
END POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14xi" SELF -DRILLING
SCREWS
r-VARIES
MAX. SPACIN
r-3" MIN.
MAX. SPRUCING
VARIES
> SIDE WALL ROLL -UP
1 DOOR/FRAME OUT
1 HEADER DETAIL
INSTALL PER MANUFACTURERS INSTRUCTIONS
#14x1"
SELF -DRILLING
SCREWS ® 6" O.C.
MAX. & 6" MAX.
FROM CORNERS
ROLL -UP DOOR TO
POST CONNECTION
TO TRU
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xi"
SELF -DRILLING SCREWS
INTERMEDIATE POST TO
HEADER/BASE RAIL/OR
WINDOW RAIL DETAIL
MINIMUM 6" TS
NIPPLE. NIPPLE
SECURED TO WALL
POST WITH
(4)# 12-14xi"
SELF -DRILLING
SCREWS
POST TO TRUSS
CONNECTION
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)#12-14x4"
SELF -DRILLING SCREWS.
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14x4" SELF -DRILLING
SCREWS
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
12.2
9.6
9.6
14.1
14.1
14.1
17.0
-10.9
-44.1
-27.8
-10.9
-60.7
-51.0
-15.8
-21.5
Open Design Pressures - 150 mph Basic Wind Speed
Zone
Roof
Wall
1
2n
2r
2e
3r
3e
4
5
21.1
21.1
15.0
15.0
21.1
21.1
21.1
23.9
-41.5
-57.1
-34.4
-18.0
-66.5
-57.1
-22.7
-28.3
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xi"
SELF -DRILLING SCREWS
SINGLE OR DOUBLETS
HEADER
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.))
1" 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
12-14xi" SELF -DRILLING
EWS
SINGLE OR DOUBLETS
HEADER
HEADER CONNECTION DETAIL
OPTION 2
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402.1 -R1
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
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
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
900 SQ. FT.
REVISIONS
REV
DESCRIPTON
DATE
BY
1
30'W, RUD
2/11/21
MTB
2
MOVED DOORS & MID -WALL
3/30/21
MTB
3
10x9 SIDE RUD
1 4/8/21
MTB
SERIES 750: MAX. 10'x12' J
Q
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND w w
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES 0
MTB
1/10/21
North 50th Street, Fort Pierce
""' 301 X 30'W X 11'H I
Matthew T. Baldwin P.E.
Florida License #64608
Sheet: CA-4 OF 4