HomeMy WebLinkAboutEngineering0
1. THESE PIANS 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 #12-141" SELF–DRILLING 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 & 2,500LB TENSILE STRENGTH.
10. 12 OR 14GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL.
4'–O".
I
I
I
I
I
I
I
---------------------------------------------
WINDOW
_ ____WINDOW WINDOW
SWINGING
DOOR
A"x54" EXPANSION ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES
AND EVERY OTHER END–WALL POST
2" MIN.-- H- ABASE RAIL
GRAD
2.)NC PSI 4"
CONCRETE SLAB
-12" W.W.F. OR FIBER
(2) #5 REBAR ® 6" O.C.
MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM
CAPACITY 2,000 PSF(TYP.) 12" OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
ANCHOR DETAIL
NOTES:
SUB–GRADE SOILS:
–TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2017
FLORIDA BUILDING CODE, 6TH EDITION
CONCRETE:
—MINIMUM 2,500 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
REINFORCING STEEL (REBAR) REQUIREMENTS-
-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 14" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF J" FOR FINE
GROUT, AND 4" 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 14" 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.
2 5" PLAN VIEW DOOR FRAMING
J" RECESS
4 OOR WIDTH
CARPORTS ANYWHERE
ELEVATION VIEW
DOOR FRAMING
" RECESS
.75"T 14,. DOOR WIDTH
OPTIONAL ROLL—UP DOOR
CONCRETE SPLASH—GUARD RECESS
II–B
MIN. 2,600 PSI 4" CONCRETE SLAB WITH W_W.F. (OR FIBER
— MESH) AND 12"x12" REINFORCED FOOTER PERIMETER12"x12" REINFORCED FOOTER
-----------------------------------------------
ROLL_UP------------------- -------------------------
DOOR
I d' -6" E±1 -j---1 10'-0" I 10'-0
FRAME
OUT
0
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4'
--------------- WINDOW ----WM�oW --
–6" —2'-6"--4-2'-6
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MIN
SWINGING
DOOR
–6"
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
JUTILITY, U
WIND SPEED
Vult-165mph
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFF.
+/– 0.18
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
1,740 SQ. FT.
BY: MTB
6/5/20
N' 2150 Sneed Rd., Ft. Pierce
1"'"' 30'L X 58'W X 13'H 11
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CA -1 OF 6
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CARPORT59 �IIi HEt E
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12
3� MAX
C
D.C.
'0
CODE INFORMATION
CODE VERSION FBC 2017 6th Edition,
ANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
CONSTRUCTION TYPE II—B
o
RISK CATEGORY I
12
3�
FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY UTILITY, U
WIND SPEED Vult-165mph
10'—O"
_O
EXPOSURE B
ENCLOSURE ENCLOSED
°
I
NTERNAL PRESSURE COEFF. +/— 0.18
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1OPSF
2'-6" 2'-6"
ROLL—UP
DOOR
2•_6^ 2•_6••
ROOF LIVE LOAD 20PSF OR 3001b P.L.
FLOOR DEAD LOAD 1OPSF
WINDOW WINDOW I
o
� WINDOW WINDOW
FLOOR LIVE LOAD 50PSF
R"RATING OF WALLS,FLOOR,ROOF N/A
MODULES PER BUILDING 1
'-6"
—6
—6"
—6
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE 1,740 SQ. FT.
REVISIONS
10•-0"
10._0"
REV DESCRIPTON DATE BY
3'-6" 3'-6"
3'-6" 3'-3
3'-3"
3'-3 3'-3 3'-3 3'-3" 3'-6"
3'-6"
30'-0"
14'-0"
8'-0"
FRONT END WALL
DRAWN BY: MTB
DATE: 6/5/20
LOCATION: 2150 Sneed Rd., Ft. Pierce
size:30'L X 58'W X 13'H
0
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3'-6.. 3._6,. 3._6.,
3, 6" 3._011..
3._011,.
16
3, 011., 3,_0"„ 3, 0l l,. 3,-0' 1„ 3•_011„ 3,— 3'-6"
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3'-6"
14--o'.REAR
END WALL30'-0
14'-0"
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Matthew T. Baldwin P.E.
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Florida License #64608
Sheet: CA -2 CI 6
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CARPORTSANYWHEPI
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-165mph
o
O.C. MAX.
-O"
' O.C. MAX.
�
EXPOSURE B
12'-0"
N
FRAME
OUT
ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFF. +/- 0.18
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
SWINGING
DOOR
-3
"
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE 1,740 SQ. FT_
REVISIONS
REV DESCRIPTON DATE BY
30'-0"
LEFT SIDE WALL
_4o"
8 30'-Q"
RIGHT SIDE WALL
DRAWN BY:
MTB
DATE' 6/5/20
LOC"ON: 2150 Sneed Rd., Ft. Pierce
FF 11
SIZE: 30'L X 58'W X 13'H
i
' D.C. MAX.
' OX. MAX.
12 -4j"
SWINGING
DOOR
2'-6"
in
WINDOW
N
2'-6"
i0
WINDOW _1
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=3'-8a "� �3 3'-
30'-0" 30'-0"
LEFT SIDE LEAN-TO WALL RIGHT SIDE LEAN-TO WALL
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Matthew T. Baldwin P.E.
Florida License #54608
Sheet: CA -3 0C1 6
WINDOW H WINDOW
4'-0
30'-0"
FRONT END WALL
4
DRAWN BY: MTB
DATE: 6/6/20
LOCATION: 2150 Sneed Rd., Ft. Pierce
SIZE: 30'L X 58'W X 13'H
14'-0„
30'-0" 14'-0"
REAR END WALL
Cn
w 6/7/20
> Matthew T. Baldwin P.E.
Florida License #64608
L_j Sheet: CA -4 OF 6
CODE VERSION
FBC 2017 6th Editior
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
EXPOSURE
B
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFF.
+/— 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
0PSF OR 3001b P.L.
WINDOW
WINDOW
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
1,740 SO. FT.
REVISIONS
REV DESCRIPTON
DATE BY
4
DRAWN BY: MTB
DATE: 6/6/20
LOCATION: 2150 Sneed Rd., Ft. Pierce
SIZE: 30'L X 58'W X 13'H
14'-0„
30'-0" 14'-0"
REAR END WALL
Cn
w 6/7/20
> Matthew T. Baldwin P.E.
Florida License #64608
L_j Sheet: CA -4 OF 6
-0"
LEFT SIDE WALL
SWINGING
DOOR
SWINGING
DOOR
FRAME
OUT
RIGHT SIDE WALL
WINDOW u WINDOW
RIGHT SIDE LEAN—TO WALL
r# 0 1 # s 1 >
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
INONE
OCCUPANCY
JUTILITY, U
WIND SPEED
Vult-165mph
INTERNAL PRESSURE COEFF.
+/— 0.18
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
1,740 SO. FT.
BY: MTB
6/5/20
N: 2150 Sneed Rd., Ft. Pierce
301 X 58'W X 1SH
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Sheet: CA— 5 OF 6
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)SCREWS #12-14xi" SELF–DRILLING
�
NIPPLE TO
`1 \ � BASE RAIL
POST TO BASE RAIL
CONNECTION
MINIMUM 6" Ts NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)R WS 14xj" SELF–DRILLING
NIPPLE T {�" r
1/_2"x2"x2" 16 GA. ANGLE CLIP
BASE RAI 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
NON—STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
INTERIOR
#12-14xi" SELF—DRILLING
SCREWS ® 10" O.C. MAX.,
3" MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX.
FROM CORNERS VERTICALL'
EXTERIOR
DOOR FRAME TO POST
CONNECTION
I7"
It
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
2"x2%2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14xi" SELF–DRILLING
SCREWS
F --VARIES
MAX. SPACIN
r--3" MIN.
STD. MAX. SPACING
� -VARIES
Q SIDE WALL ROLL—UP
JADOOR/FRAME OUT
HEADER DETAIL
INSTALL PER MANUFACTURERS INSTRUCTIONS
#14x1" SELF–DRILLING
SCREWS ® 6" O.C. MAX.
& 6" MAX. FROM CORNERS
ROLL—UP DOOR TO
POST CONNECTION
DESIGN PRESSURES
— 165 Mph
ROOF
+23.3/-51.6
FL27402.1 —R1
WALLS
+25.4/-28.6
II—B
DOORS
+25.4/-28.6
FL27403.1
WINDOWS
+25.4/-28.6
INONE
SWINGING DOOR
1
2
3
407 STEEL DOOR
4
5
ZONE
+12.0
—26.8
+14.9
—40.7
+23.3
—51.6
+24.2
—25.9
+25.4
—28.6
2"x2%2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xi
SELF—DRILLING SCREWS
SINGLE OR DOUBLETS
HEADER CONNECTION
DETAIL OPTION 1
26 GAUGE ROOF SHEATHING SECURED WITH
(1)#12-14xi" 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
TO
1 "x2jj" 16 GA.
U—CHANNEL BRACE, MIN.
J_ 24" UP TO 7' POST, MIN
48" OVER 7' POST. MIN.
45' TO MAX. 60' FROM
HORIZ. (EXCLUDE
END—WALLS). SECURED
WITH (4)#12-14xi"
SELF—DRILLING SCREWS.
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14xj" SELF—DRILLING
SCREWS
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
TO TR
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)REWS 14xi" SELF—DRILLING
SINGLE OR DOUBLETS
PPLE THEADER
1SE RAIL � e
HEADER CONNECTION DETAIL
OPTION 2
MINIMUM 6" Ts NIPPLE.
NIPPLE SECURED TO WALL
POST WITH (4)#12-14xi"
SELF–DRILLING SCREWS
POST TO TRUSS
CONNECTION
NIPPLE
TRUSSED RAFTER
CONNECTION DETAIL
2 — 2"x2"x2" 16 GA. ANGLE CLIPS
SECURED WITH (4) #12-14xi"
SELF—DRILLING SCREWS (PER CLIP)
LEAN—TO TO TRUSS
CONNECTION
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402.1 —R1
UTILITY STRUCTURE
Hampton Rib Roof Panel
II—B
WALL SHEATHING
Carports Anywhere
FL27403.1
NONE
Hampton Rib Wall Panel
INONE
SWINGING DOOR
ELIXER DOOR AND METAL COMPANY
FL17996.5
Vult-165mph
407 STEEL DOOR
HURRICANE SHELTER USAGE
ROLL—UP DOOR
JANUS INTERNATIONAL CORPORATION
FL21450.3
REVISIONS
SERIES 3100
WINDOW
MI WINDOWS AND DOORS
FL17499,1 —R5
MODEL 185 SH
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
INONE
OCCUPANCY
JUTILITY, U
WIND SPEED
Vult-165mph
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFF.
+/— 0.18
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
1,740 SQ. FT.
REVISIONS
MTB
6/5/20
2150 Sneed Rd., Ft. Pierce
301 X 58'W X 13'H
6/7/20":
cf)
J
Matthew T. Baldwin P.E-
Q
Florida License #64608
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Sheet: CA -6 OF 6