HomeMy WebLinkAboutConstruction Plan^1'-O„
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1'-0"
-6" 3'-0
WINDOW SWINGING
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ROIL -UP
DOOR
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2'-0"
ROLL -UP
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 Al003/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 #12-140" 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 & 2,50OLS TENSILE STRENGTH.
10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL.
—TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION
R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION
—TAPPUT2,500 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 ALIGN 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 1j" ELSEWHERE. REBAR EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF }" FOR FINE
GROUT, AND A" 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 B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.
IN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER
MESH) AND 12"x12" REINFORCED FOOTER PERIMETER
WINDOW
40'-0
12"x12" REI
13
NFORCED FOOTER
--------------------
4'-0
2d(v Cad"7&
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
J"x54" EXPANSION ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES
AND EVERY OTHER END —WALL POST
2" MIN.-I4 ABASE RAIL
III-1I
�2,500 PSI 4"
ee CONCRETE SLAB WITH
W.W.F. OR FIBER MESi
f�12"
MINIMUM SOIL BEARING
CAPACITY 2,000 PSF(TYP.)
(2) #5 REBAR ® 6" O.C.
CONTINUOUS WITH MINIMUM
12" OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
2 5" PLAN VIEW DOOR FRAMING
J" RECESS
OOR WIDTH
ELEVATION VIEW
DOOR FRAMING
" RECESS
.75"T 4" OOR WIDTI
OPTIONAL ROLL -UP DOOR
CONCRETE SPLASH -GUARD RECESS
WINDOW
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CODE VERSION
FBC 2017 6th Editior
ASCE-7-10
MMANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
FIRE PROTECTION
NONE
p
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
JUTILITY, U
rIl
WIND SPEED
Vult-165mph
INTERNAL PRESSURE COEFF.
+/— 0.18
IMPORTANCE FACTOR
1.0
_I
0
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
20PSF OR 30C
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
5OPSF
"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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MTB
7/24/20
5212 Pine Tree Dr., Ft. Pierce
40'L X 30'W X 14'H
0
7/27/20
MattheW T. BaldWin P.E.
Florida License #64608
CA-1 OF 4
FRONT END WALL
SINGING
DOOR
ONDOW
LEFT SIDE WALL
RIGHT SIDE WALL
WINDOW
WINDOW
solm0o
DOOR
WINDOW
REAR END WALL
WINDOW
POi� �iNl�'11ItHEt�E
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 INONE
FIRE SUPPRESSION SYSTEM INONE
OCCUPANCY lUTILITY. U
INTERNAL PRESSURE COEFF.
+/— 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
0PSF OR 3001b P.L.
FLOOR DEAD LOAD
IOPSF
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.
DRAWN er: MTB
DAB' 7/24/20
LOCATION: 5212 Pine Tree Dr., Ft. Pierce
SIZE 40'L X 30'W X 14'H
E-V EWED FOR
COMPLIANCE
LkICIE COUNTY
BOCC
Cn
w
z
w 7/27/20
MattheW T. BaldWin P.E.
W Florida License #64608
(f) Sheet:
CA-3 OF 4
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)REWS 14xj" SELF —DRILLING
^ Aj�l NIPPLE TO
BASE RAIL NIPPLE
BASE f
POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14)4"
SELF —DRILLING SCREWS
NON—STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
INTERIOR
#12-14x4" SELF —DRILLING
SCREWS ® 10" O.C. MAX.,
3" MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX.
FROM CORNERS VERTICALL'
EXTERIOR
DOOR FRAME TO POST
CONNECTION
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)REWS 14x4" SELF —DRILLING
2"x2"x2" 16 GA. ANGLE CUP
SECURED WITH (4) #12-14xj"
SELF —DRILLING SCREWS
It
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14x1"
SELF —DRILLING SCREWS
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xj"
SELF —DRILLING SCREWS
SINGLE OR DOUBLETS
INTERMEDIATE POST TO
END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION
CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14xi" SELF —DRILLING
SCREWS 26 GAUGE ROOF SHEATHING SECURED WITH
VARIES (1)#12-14x4" SELF —DRILLING SCREWS ® NIPPLES
2-1-2-1' (6" O.C. (9" O.C. MAX.)) TO TRUSS/
I�STD. MA�3SPM NNC-�i
i"
D. MAX. SPACING
—VARIES
SIDE WALL ROLL —UP
DOOR/FRAME OUT
HEADER DETAIL
INSTALL PER MANUFACTURERS INSTRUCTIONS
#14x1" SELF —DRILLING
SCREWS ® 6" O.C. MAX.
& 6" MAX. FROM CORNE
ROLL —UP DOOR TO
POST CONNECTION
DESIGN PRESSURES
— 165 Mph
ROOF
+23.3/-51.6
WALLS
+25.4/-28.6
DOORS
+25.4/-28.6
WINDOWS
+25.4/-28.6
1
2
3
4
5
ZONE
+ 12.0
—26.8
+ 14.9
—40.7
+23.3
—51.6
+24.2
—25.9
1" 16 GAUGE FURRING CHANNEL
48" O.C. MAX. SECURED WITH
(2)#12-141" SELF —DRILLING
SCREWS TO EACH RAFTER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
TO
t1 "x2j" 16 GA.
U—CHANNEL BRACE, MIN.
24" UP TO 7' POST, Mln
48" OVER 7' POST. MIN.
45' TO MAX. 60' FROM
HORIZ. (EXCLUDE
END —WALLS). SECURED
WITH (4)#12-14xj"
SELF —DRILLING SCREWS.
M 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC) 12 14xj" SELF —DRILLING
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH M�ME
SRECREWS 14xj" SELF —DRILLING
SINGLE OR DOUBLETS
RAI
HEADER CONNECTION DETAIL
OPTION 2
MINIMUM 6" TS NIPPLE.
NIPPLE SECURED TO WALL
POST WITH (4)#12-14x4"
SELF —DRILLING SCREWS
POST TO TRUSS
CONNECTION
NIPPLE
TRUSSED RAFTER
CONNECTION DETAIL
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402.1 — R 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
WINDOW
MI WINDOWS AND DOORS
FL17499.1 —R5
MODEL 185 SH
CODE VERSION
F8G ZU17 6th Ldition
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-165mph
INTERNAL PRESSURE COEFF.
+/— 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
10PSF
FLOOR LIVE LOAD
15OPSF
"R"RATING OF WALLS,FLOOR,ROOF
N/A
MODULES PER BUILDING
11
HURRICANE PROTECTION USAGE
IND
HURRICANE SHELTER USAGE INO I
SQUARE FOOTAGE 11,200 SQ. FT.
REVISIONS
MTB
7/24/20
5212 Pine Tree Dr., Ft. Pierce
40'L X 30'W X 14'H
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(� 7/27/20
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Matthew T. Baldwin P.E.
QFlorida License #64608
Sheet: CA-4 OF 4