HomeMy WebLinkAboutConstruction PlansBASE 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 I) 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—DRILUNG SCREWS WITH SEAL WASHERS ® 6" O.C. MAX.
7. FIELD FRAMING CONNECTIONS SECURED WITH #12-140/4" 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 & 2,50OL13 TENSILE STRENGTH.
10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL.
AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION
2017 FLORIDA BUILDING CODE, 6TH EDITION
-MINIMUM 2,600 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
—MINIMUM GRADE 40 STEEL
—REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED:
—THE REBAR IS BENT COLD
—THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED
6—BAR DIAMETERS: AND
—REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT
EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO AUGN WITH A VERTICAL
CELL THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1"
HORIZONTALLY TO 6" VERTICALLY.
—COVER:
—2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY
IN CONTACT WITH SOIL OR WEATHER, AND 11" ELSEWHERE. REBAR EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF;" FOR FINE
GROUT, AND }" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL
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 1j" 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 13-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.
2.500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER
MESH) AND 12"02" REINFORCED FOOTER PERIMETER
J"x!i�" EXPANSION ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES
AND EVERY OTHER END —WALL POST
2" MIN. BASE RAIL
GRAD _ ..- . -
---!iI—II
/MINIMUM
1- 2,500 P51 4"
CONCRETE SLAB WITH
12"W.W.F. OR FIBER MES SOIL BEARING CONTINUOUS WITH MINIMUM
CAPACITY 2,000 PSF(TYP.) 12" OVERLAP SPUCE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
LC06, — 0'7 ( (
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
ROCC
SHELTER
OPSF
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C4RPORTSANYWHERE
CODE INFOR ATION
CODE VERSION F13C 2017 6lh Edition
CE-7-10
MANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
CONSTRUCTION TYPE II-B
12 RISK CATEGORY I
31
FIRE PROTECTION NONE
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FIRE SUPPRESSION SYSTEM NONE �
OCCUPANCY UTILITY. U
-' - -- WIND SPEED ult-150mph
3-lb `Tb � rt1 _yy. 3_,�t 3_ 3- ................... EXPOSURE B
' �'f8 ^fb �fS ENCLOSURE OPEN
INTERNAL PRESSURE COEFF. +/- 0.0
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1OPSF
-�° ROOF LIVE LOAD 20PSF OR 3001b P.L
j FLOOR DEAD LOAD IIOPSF
FLOOR LIVE LOAD 15OPSF
0 0 'R•RATING OF WALLS,FLOOR,ROOF N/A
Sln is MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE 1.500 SO. FT.
REVISIONS
REV DESCRIPTON DATE I BY
30'-0'
eo•-o• - REAR END WALL
FRONT END WALL
MWN W: MTB
DATE: 6/5/20
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LEFT/RIGHT SIDE WALL REVIEWED FOR W
CODE COMPLIANCE 6/7/20
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ST. LUCIE COUNTY MattheW T. Baldwin P.E.
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BOCC o Sheet: CA-2 OF 4
FRONT END WALL
LEFT/RIGHT SIDE WALL
REAR END WALL
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
VERSION
Who
DEAD LOAD
LNE LOAD
IG OF WALL
0.0
.500 S0. Fr.
6/5/20
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Isum 501 X 30'W X 13'H
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Matthew T. Baldwin P.E.
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Florida License #64608
2
Feet, CA-3 OF 4
MINIMUM 6" TS NIPPLE. NIPPLE
MINIMUM 6" TS NIPPLE. NIPPLE
26 GAUGE ROOF SHEATHING SECURED WITH
(1)H12-14xj" SELF —DRILLING SCREWS
SECURED TO WALL POST WITH
SECURED TO WALL POST WITH
(4)#12-14xj" SELF —DRILLING
'2-1-2-1 (6" O.C. (9" O.C. MAX.))
(4)#12-14x" SELF —DRILLING
SCREWS
SCREWS
_
48"
11" NIPPLE TO
2"x2"x2" 16 GA. ANGLE CLIP
_
__ _
T BASE RAIL
NIPPLE TO„
BASE RAI
SECURED WITH (4) #12-14xj"
_— "
L
SELF —DRILLING SCREWS`-
1I
2
1" 16 GAUGE FURRING CHANNEL
„-I
48" O.C. MAX. SECURED WITH
(2)#12-14x1" SELF —DRILLING
SCREWS TO EACH RAFTER.
POST TO BASE RAIL
END
POST TO BASE RAIL
ROOF PANEL CONNECTION
CONNECTION
CONNECTION
VERTICAL SHEATHING OPTION
16 A.
NIPPLANNE
L BRACE, MIN.
TO TRUSS
UP TO 7' POST, MINOVER
rHORIZ.
7' POST. MIN.
TO MAX. 60' FROMIZ.
(EXCLUDEWALLS). SECURED
MINIMUM 6" TS NIPPLE.
(4)#12-14x4"
-
r 12
NIPPLE SECURED TO WALL
—DRILLING SCREWS.POST
WITH (4)#12-144-
" TS NIPPLE. NIPPLE
136 MINIMUM 24" TS
SELF —DRILLING SCREWS
SECURED TO WALL POST WITH
NIPPLE
(4)#12-14xj" SELF —DRILLING
SCREWS
BOX EAVE RAFTER TO
TRUSSED RAFTER
POST TO TRUSS
POST CONNECTION
DETAIL
CONNECTION DETAIL
CONNECTION
DESIGN PRESSURES
- 150 Mph
ROOF
+19.3/-41.4
WALLS
+20.0/-22.2
DOORS
+20.0/-22.2
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
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
REVIEWED FOR
CODE COMPLIANCE
ST" LUCIE COUNTY
1 ► ►'+ ► + 1,
FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY UTILITY, U
WIND SPEED VMt-150mph
EXPOSURE B
ENCLOSURE OPEN
INTERNAL PRESSURE COEFF. +/— 0.0
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1OPSF
ROOF LIVE LOAD 20PSF OR 300Ib 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 1,500 SQ. FT.
REVISIONS
MTB
"'�821 Mustang Circle, Port St. Lucie
Sm. 50'L X 30'W X 13'H
0 6/7/20
J
Q Matthew T.Baldwin P.E.
� Florida License
ense R64608
Sheet: CA-4 OF 4