HomeMy WebLinkAboutM Garcia Engineering SealedI . 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 #12-14x1" 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.
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 4" GRADE 5 BOLT MINIMUMBASE JAIL
WITH 2" WASHERS
"i' "ASPHALT OR
MINIMUM SOIL
DOUBLE 4" HELIX EARTH BEARING CAPACITY
AUGER GROUND ANCHOR 2,000 PSF (TYP.)
(SEE CHART FOR LENGTH)
GROUND ANCHOR BASE
RAIL DETAIL
Ground Anchor Length
(all buildingwidths:_30')
Wind Speed (mph)
Soil Type
:5140
145-155
160-170
175-180
Very dense and/orcementedsand,coarsegrave 1,
3011
30"
48"
48"
cobbies, preloaded silts, clays a nd coral
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-150mph
Medium dense coarse sands, sandygravels,
30"
48"
48"
60"
very stiff silts and clays
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
IOPSF
Loose to medium dense sands, firm to stiff
48"
48"
60"
60"
clays, silts, and alluvial fill
"R"RATING OF WALLS, FLOOR, ROOF N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
Loose sands, firm clays, silts, and alluvial fill
48"
60"
60"*
60"*
* - 2 anchors per post unless soil changes to a more desirea ble type at half depth ors ha (lower.
30'-0"
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CODE VERSION
FBC 2017 6th Edition,
ASCE-7-10
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
EXPOSURE
B
ENCLOSURE
OPEN
INTERNAL PRESSURE COEFF.
+/— 0.0
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
OPSF 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
MTB
4/26/20
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CODE INFORMATION
CODE VERSION FBC 2017 6th Edition,
ASCE-7-10
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
EXPOSURE B
ENCLOSURE OPEN
INTERNAL PRESSURE COEFF. +/— 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
30'-0"
FRONT/REAR END WALL
W
DRAWN BY: MTB
DATE: 4/26/20
LOCATION: 5213 Buchanan Dr., Ft. Pierce
SIZE: 30'L X 30'W X 12'H
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4's"
O.C. MAX.
' 3,-8 '
6 6 6 6
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30'-0"-
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6 6 6 ��
LEFT/RIGHT SIDE WALL
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Matthew T. Baldwin P.E.
Florida License #64608
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CARP MANYMERE
CODE INFORMATION
CODE VERSION FBC 2017 6th Edition,
ASCE-7-10
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
EXPOSURE B
ENCLOSURE OPEN
INTERNAL PRESSURE COEFF. +/— 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
30'-0"
FRONT/REAR
END WALL
N
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W
DRAWN BY: MTB
DATE: 4/26/20
LOCATION: 5213 Buchanan Dr., Ft. Pierce
SIZE: 30'L X 30'W X 12'H
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30'-0"
LEFT/RIGHT SIDE WALL
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Matthew T. Baldwin P.E.
Florida License #64608
Sheet: CA-3 OF 4
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14xi" SELF—DRILLING
SCREWS
_ 11 NIPPLE TO
T BASE RAIL
POST TO BASE RAIL
CONNECTION
NIPPLE
BASE RAIL/ v\`
26 GAUGE ROOF SHEATHING SECURED WITH
(1)#
MINIMUM 6" TS NIPPLE.
NIPPLE
SECURED TO WALL POST
WITH
(4)#12-14xi" SELF—DRILLING
SCREWS
+20.0/-22.2
2"x2"x2" 16 GA. ANGLE
CLIP
SECURED WITH (4) #12-14xq"
FL27403.1
SELF—DRILLING SCREWS
+20.0/-22.2
END POST TO BASE RAIL
CONNECTION
SCREWS TO EACH RAFTER.
ROOF PANEL CONNECTIO
VERTICAL SHEATHING OPTION
DESIGN PRESSURES
- 150 Mph
ROOF
+19.3/-41.4
FL27402.1 —R1
WALLS
+20.0/-22.2
DOORS
+20.0/-22.2
FL27403.1
WINDOWS
+20.0/-22.2
1
2
3
4
5
ZONE
+9.3
-21.9
+12.3
-35.1
+19.3
-41.4
+18.8
-21.9
+20.0
-22.2
NIPPLE TO
TRUSS
F16 GA. U—CHANNEL
BRACE, MIN. 24" UP TO
7' POST, MIN. 48" OVEF
7' POST. MIN. 45° TO
MAX. 60° FROM HORIZ.
(EXCLUDE END—WALLS)
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14xi" SELF—DRILLING
SCREWS
BOX SAVE RAFTER TO
POST CONNECTION DETAIL
NIPPLE
TRUSSED RAFTER
CONNECTION DETAIL
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
CODE VERSION FBC 2017 6th Edition
ASCE-7-10
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
EXPOSURE B
ENCLOSURE OPEN
INTERNAL PRESSURE COEFF. +/— 0.0
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1OPSF
ROOF LIVE LOAD OPSF 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
unnnry GT: MTB
DATE: 4/26/20
LOCATION: 5213 Buchanan Dr., Ft. Pierce
SIZE: 30'L X 30'W X 12'H
J
Matthew T. Baldwin P. E.
Q
Florida License #64608
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Sheet: CA -4 OF
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