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M
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/A7003M-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 #12-14x1" SELF —DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX.
7. FIELD FRAMING CONNECTIONS SECURED WITH #12-143/4" SELF —DRILLING SCREWS.
8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP.
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
GROUND ANCHOR WITHIN 6" OF
EACH POST. ANCHOR SECURED
WITH z" GRADE 5 BOLT MINIMUM
WITH 2" WASHERS
GRADE
DOUBLE 4" HELIX EARTH
AUGER GROUND ANCHOR
(SEE CHART FOR LENGTH)
GROUND ANCHOR
FEB 0 4 2020
ST. Lucie County, Permitting
SWINGING
DOOR
M
RAIL DETAIL
BASE RAIL
ASPHALT OR
MINIMUM SOIL
BEARING CAPACITY
2,000 PSF (TYP.)
BASE
ROLL —UP
DOOR
ROLL —UP
DOOR
'Ground Anchor Length
(all huilding'w dths53D1
Wind Speed (mph)
Soi l Type:
<140
145155
160-170
175480
Verydenseand/orcementedsand,coarsegravel,
30"
30"
48"'
48"
cobl ies,preloaded silts, cia ys a nd cora I.
Medium dense coarse sands,sandygravels,
30"
aR
48"
60"
ve stiff-silts,anddays
Loose"to medium dense sands, firm 'tostiff
48"
48"
60"
60°
clays, s i its, a nd al I uvia I fi I I
Loose sands, firm days, silts, and alluvial'fiI1
48"
60"
60""
60"*
'-2 anchors per post unless -soil changes td a more desi reable'type atha If depth or. sha l lower.
90
0
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RINVIEWE® FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
B®CC
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I a , C®p).
CODE
I BUILDING TYPE IUTILITY STRUCTURE
PROTECTION
0.1
SQ. Fr.
MTB
I— -" 2790 Gentile Rd., Ft. Pierce II
1"" 351 X 26'W X 10'H II
E
Z3
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C
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Sheet.
A I
11/22/19
Matthew T. Baldwin P.E.
Florida License N64608
CA-1 OF 4
CAMMSANY MH
CODE INFORMATION
CODE VERSION BC 2017 6th Edition
b. ¢S
MANUFACTURER ACAIRPORTS ANYWHERE
b�
BUILDING TYPE UNLRY STRUCTURE
CONSTRUCTION TYPE II-B
RISK CATEGORY I
FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
'�' '-t}• '-t}• '-t}' •-t}• OCCUPANCY UTILITY, U
.�. .�. WIND SPEED Vult-165mph
EXPOSURE B
•q DODOORP �woaP ENCLOSURE ENCLOSED OPEN
Y 4
INTERNAL PRESSURE COEFF. +/- 0.18/0.0
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 10PSF
ROOF LIVE LOAD 20PSF OR 300Ib P.L.
FLOOR DEAD LOAD 10PSF
3'-�' '�'-t• FLOOR LIVE LOAD 50PSF
L, "R`RATING OF WALLS,FLOOR,ROOF N/A
MODULES PER BUILDING 1
FRONT WALL EMI END WALL REAR END NiALC HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE 910 SQ. FT.
REVISIONS
REV I DESCRIPTON DATE IB7
DMWN W' MTB
DAM.11/20/19
U)=ON: 2790 Gentile Rd.. Ft. Pierce
sm 35'L X 26'W X 10'H
LEFT SIDE WALL
Cn
LLJ
W
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Z
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W
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RIGHT SIDE WALL 1 1 /22/ 19
Matthew T. Baldwin P.E.
Lt1 Florida License #64608
� Sheet: CA—L OF 4
bl I 1 1 1 I 1 I 1 1 1�
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Ago
CARPORTSANYWHERE
CODE INFORMATION
CODE VERSION BC 2017 6th Edition
SCE-7-1 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-165mph
4 4 EXPOSURE B
ENCLOSURE ENCLOSED OPEN
INTERNAL PRESSURE COEFF. +/- 0.18/0.0
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1DPSF
ROOF LIVE LOAD ZOPSF OR 300jP..L
FLOOR DEAD LOAD 1OPSF
_ FLOOR LIVE LOAD 5OPSF
s•-o• as'-o• _I zs•-o• "R"RATING OF WALLS,FLOOR,ROOF N/A
FRONT END WALL MID END WALL REAR END WALL MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE 910 SQ. FT.
REVISIONS
REV DESCRIPTON DATE BY
.o
DM N ar: MTB
DAM 11/20/19
taCA W 2790 Gentile Rd., Ft. Pierce
SEE 35'L X 26'W X 10'H
35'-a•
s' o
LEFT SIDE WALL
4 co
ne/�ArI'1nI
W_
i
RIGHT SIDE WALL W 1 1 /22/ 19
Matthew T. Baldwin P.E.
LL1 Florida License #64608
r Y) Sheet: CA-3 OF 4
MINIMUM 6" TS NIPPLE. NIPPLE MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH SECURED TO WALL POST WITH MINIMUM 6" TS NIPPLE. NIPPLE
(4)#12-14x}" SELF—DRIWNG (4)#12-14 SELF—DRIWNG SECURED TO WALL POST WITH
Ir
SCREWS (4)#12-14x4" SELF —DRILLING
SCREWS 2"x2"x2" 16 GA. ANGLE CUP SCREWS
NIPPLE TO 2'x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x}"
BASE RAIL NIPPLE T A" SECURED WITH (4) #12-14)1 2"x2"x2" 16 GA. ANGLE CLIP SELF —DRILLING SCREWS
BASE RAI L SELF —GRILLING SCREWS SECURED WITH (4) #12-14x4"
_ _ _ _ _ _ _ _ _ SELF —DRILLING SCREWS SINGLE OR DOUBLE TS
'11� III_I-II1-IIImo_- -�I-I -i I' ! -1 i = 1,-1' HEADER
IPPLE T SINGLE OR DOUBLETS
HEADER
BASE RAI � �"
INTERMEDIATE POST TO
POST TO BASE RAIL END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION HEADER CONNECTION DETAIL
CONNECTION CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 OPTION 2
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14xj" SELF —DRILLING
SCREWS 26 GAUGE ROOF SHEATHING SECURED WITH
VARIES (1)#12-14xj" SELF —DRILLING SCREWS ® ;nfPOST
'2-1-2-1' (6" O.C. (9" O.C. MAX.)) TTD. MAX. SPACIN
2"x2"x2" 16 GA. ANGLE CLIPSECURED WITH (4) #12-14x{"MIN.SELF—DRIWNG SCREWS
MINIMUM 6" TS NIPPLE.
NIPPLE SECURED TO WALL
WITH —14x "
STD. MAX. SP CING 1" 16 GAUGE FURRING CHANNEL SELF —DRILLING
SCREWS
48" O.C. MAX. SECURED WITH
VARIES (2)#12-140" SELF —DRILLING
SCREWS TO EACH RAFTER.
NON-STRUCTURAL HEADER OR > SIDE WALL ROLL -UP
WINDOW RAIL TO POST DETAIL DOOR/FRAME OUT ROOF PANEL CONNECTION POST TO TRUSS
HEADER DETAIL VERTICAL SHEATHING OPTION CONNECTION
INSTALL PER MANUFACTURERS INSTRUCTIONS
KSCREWS
#14x1" SELF —DRILLING
#12-14x#" SELF —DRILLING SCREWS ® 6" O.C. MAX.
SCREWS ® 10" O.C. MAX., & 6" MAX. FROM CORNERS GA. U—CHANNEL
3" MAX. FROM CORNERS ACE, MIN. 24" UP TO
HORIZONTALLY/ 4" MAX. POST, MIN. 45" OVE
FROM CORNERS VERTICALLY POST. MIN. 45' TO
I II X. 69 FROM HORIZ.
INTERIOR EXTERIOR 'I�" CLUDE END —WALLS) �12
" TS NIPPLE. NIPPLE MINIMUM 24" TS
2„O WALL POST WITH"
x}" SELF —DRILLING NIPPLE
DOOR FRAME TO POST
CONNECTION ROLL -UP DOOR TO BOX EAVE RAFTER TO TRUSSED RAFTER
POST CONNECTION POST CONNECTION DETAIL CONNECTION DETAIL
DESIGN PRESSURES
- 165 Mph
ROOF
+22.0/-48.4
WALLS
+22.8/-25.4
DOORS
+22.8/-25.4
WINDOWS
+22.8/-25.4
1
2
3
4
5
ZONE
+11.7
-25.8
+14.3
-39.1
+22.0
-48.4
+20.1
-23.8
+22.8
-25.4
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
FL12765.3—R5
SERIES 3100
TYPE
U
ROOF DEAD LOAD
JIOPSF
ROOF LIVE LOAD
OPOR 3001b P
.L
FLOOR DEAD LOAD
1SF OPSF
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS.FLOOR.ROOF
N/A
(n
J_
Q
t-
w
0
11/201'
ILOGnoN: 2790 Gentile Rd., Ft. Pierce
1'_. 351 X 26'W X 10'H 11
Sheet:
P.
11/22/19
Matthew T. Baldwin P.E.
CA-4 OF 4