HomeMy WebLinkAboutBUILDING SITE PLAN0
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12"x12" REINFORCED FOOTER
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I - A I
-TO BE TER ITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER
SECTION R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION
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- INI U 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS
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REINFORCING STEEL (REBAR) REQUIREMENTS:
-MINIMUM GRADE 40 STEEL
-REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED:
-THE REBAR IS BENT COLD
I
-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:
-3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 1 " ELSEWHERE.
REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR
I DISTANCE OF J" 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
14" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER.
A ETAL 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
I NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT
DIPPED GALVANIZED.
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SWINGING
DOOR
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L--------------------------- FRAME ----------------
OUT
—3'-0" 1 O'-0"
2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER
MESH) AND 12"x12" REINFORCED FOOTER PERIMETER
}"x3"(2,500 LB.) CONCRETE
WEDGE ANCHOR WITHIN 6"
OF EACH, POST.
A___,
2}" EMBEDMENT MIN.
2" MIN. BASE RAIL
GRADE -
::..
- - - III ::'Z ( a
I...I...I_ I"6" IA° N
2,500 PSI 4" CONCRETE
"d I o SLAB WITH W.W.F. OR
FIBER MESH
�12"
(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
PLAN VIEW
2 5" BUILDING FRAMING
" RECESS
2If .
3"
DOOR WIDTH
ELEVATION VIEW
BUILDING FRAMING
RECESS
T"
75"J I DOOR WIDTH
ROLL —UP DOOR CONCRETE
SPLASH —GUARD RECESS
t__3'-0"
- —
FRAME
RECEIVED
ST: Woe
16/v -
ST, LUOYF eOUt4V/
REVIEWED FOR CO'
REVIEWED S .
DATE
pLANS ANNO Sp IONS) W
SITE OR I
OCT 11 ,2018
ON 305
BE MADE
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SWINGING
DOOR
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FILE_C�PY ';� 1
0'
CODE VERSION
FBC 2017 6th Edition, ASCE-
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
I
BASIC WIND SPEED
Vw-165mph
EXPOSURE
C
ENCLOSURE
ENCLOSED / OPEN
INTERNAL PRESSURE COEFFICIENT
+/— 0.18 / 0.0
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
IOPSF
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
IND
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
I 2,080 SO. FT.
REVISIONS
REV
DESCRIPTON
DATE
1
1CORRECTED LEAN—TO DETAIL
9/11/18
Dro*n By: MTB
Date: 9/10/18
Mocati n
rcl �409-114-0004-000-2 Ft Pierce 3498
Model ; 401 X 20/16/16-W 'X 14/10'H
^ENERAL NOTES
I. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 1015.22.
2 ALL STEEL TUBING SHALL BE 50 KSI STEEL
3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SET -BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
4. ROOF AND WALL SHEATHING SECURED WITH #12-14x1"
SELF -DRILLING SCREWS WITH SEAL WASHERS 0 6' O.C. MAX.
5. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4"
SELF -DRILLING SCREWS.
6_ ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED.
7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM
1/2"x3", 2,50OL13 TENSILE STRENGTH.
5.14GA FRAMING IS 2.5"x2.5' TUBE STEEL NIPPLES ARE
225"x2.25' TUBE STEEL
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9/12/18
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MattheW T. BaldWin P.E.
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Florida License #664608
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Sheet:
CA-1 01 6
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CAMRBANMene
CODE INFORMATION
CODE VERSION
F8c 2017 6th Edition. ASCE-7-10
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
�b
3'-7F"'
3'-7
3'-7
OCCUPANCY
STORAGE
I
ALLOWABLE NUMBER OF STORIES
1
10'-0"
O
10'-0"
ED
BASIC WIND SPEED
Vr 165mph
EXPOSURE
C
ENCLOSURE
ENCLOSED /OPEN
INTERNAL PRESSURE COEFFICIENT
+/— 0.18 / 0.0
IMPORTANCE FACTOR
1.15
0
_
O
I
ROOF DEAD LOAD
fOPSF
.,
O
ROOF LIVE LOAD
20PSF OR 30015 POINT LOAD
FRAME
FRAME
FLOOR DEAD LOAD
IOPSF
OUT
OUT
'R' RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
12 GA. POST
12 GA. POST
HURRICANE PROTECTION USAGE
NO
(EACH SIDE OF ALL
ROLL -UP DOORS)
(EACH SIDE OF ALL
ROLL -UP DOORS)
HURRICANE SHELTER USAGE
INO
SQUARE FOOTAGE
2,080 SQ. FT.
J
REVISIONS
16'-0"
I-3'-0"�
20'-0"
3'-0-3'-0"
16'-0'•
-�
REV
DESCRIPTON
DATE
BY
1
CORRECTED LEAN—TO DETAIL
9/11/18
MTB
FRONT END WALL
12
Q3
Drc*n By: MTB
Date: 9/ 10/ 18
Locati n•
rcl �409-114-0004-000-2 Ft Pierce 3498
odel : 40'L X 20/16/16'W X 14/10'H
-
GENERAL NOTES
1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 1015.22.
2_ ALLSTEEL TUBING SHALL BE 50 KSI STEEL
3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER
4. ROOF AND WALL SHEATHING SECURED WITH Q72-14x1'
SELF—DRIWNG SCREWS WITH SEAL WASHERS ® 6' O.C. MAX.
-
3'—% "
3'—% "
3'—% "
"
I
5.FIEUD
SELF—DFRRIWING CONNECTIONS SECURED WITH 812-14x3/4'
6, ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED.
MINIMU M
0'-O
1"
�p
7.CONCRETE EXPANSIONS ANCHORS ARE TO BE
1/2'x3', 2,50OLB TENSILE STRENGTH.
8.1FRAMING IS 2.5x2.5' TUBE STEEL NIPPLES ARE "
2.25'x2.25' TUBE STEEL
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FRAME
OUT
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12 GA. POST
(EACH SIDE OF ALL
ROLL-UP DOORS)
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--3'-0
REAR END WALL
Of
9/ 12/ 1 8
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Matthew T. BOIdWin P.E.
0
Florida License #64608
Sheet: CA-2 OF 6
LL_
1=
LEFT/RIGHT MAIN SIDE WALL
CO
1
3'-0"
SWINGING
DOOR 1
_24
—11 3'-11j" 3'-11 3'-11 3'-11 3'—itj" 3'-11
LEFT SIDE WALL (RIGHT SIDE- IS MIRRORED)
CODE VERSION
FBC 2017 6lh EdRTOn. ASCE-7-10
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Va-165.ph
EXPOSURE
C
ENCLOSURE
ENCLOSED / OPEN
INTERNAL PRESSURE COEFFICIENT
+/— 0.18 / 0.0
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
10PSF
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
2,080 SO. FT.
REVISIONS
REV
I DESCRIPTON �
DATE
I BY
1
1CORRECTED LEAN—TO DETAIL
9/11/18
MTB
urown eyc MTB
Date: 9/10/18
Locati n
rcl �409-114-0004-000-2 Ft Pierce 3498
Model : 401 X 20/16/16'W X 14/10-H -
GENERAL NOTES
1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 1015.22.
2. ALL STEEL TUBING SHALL BE 50 KSI STEEL
3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
4. ROOF AND WALL SHEATHING SECURED WITH /12-140"
SELF—DRIWNG SCREWS WITH SEAL WASHERS ® 6" O.C. MAX.
5. FIELD FRAMING CONNECTIONS SECURED WITH 812-14x3/4"
SELF—DRIWNG SCREWS.
6. ALL SHOP FRAMING CONNECTIONS ARE TO BE 1YELDED.
7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM
1/2"x3", 2.50OLB TENSILE STRENGTH.
8.14GA FRAMING IS 2.5"x2.5' TUBE STEEL. NIPPLES ARE
I /'1 225'x225' TUBE STEEL
V /
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W MattheW T. BOIdWin P.E.
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Ago
CAMUSANYMME
-
CODE INFORMATION
CODE VERSION
FBC 2017 6th Edition, ASCE-7-10
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
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CONSTRUCTION TYPE
II—B
FIRE PROTECTION
NONE
NONE
FIRE SUPPRESSION SYSTEM
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
-
BASIC WIND SPEED
Vr-165mph
EXPOSURE
C
FRAME
OUT
_
FRAME
OUT
ENCLOSURE
ENCLOSED / OPEN
INTERNAL PRESSURE COEFFICIENT
+/— 0.18 / 0.0
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 3001b POINT LOAD
FLOOR DEAD LOAD
1OPSF
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
2.080 SQ. FT.
REVISIONS
REV
DESCRIPTON
DATE
BY
1
CORRECTED LEAN—TO DETAIL
9/11/18
MT8
FRONT END WALL
12
Q3
•
^ACV
to
O
1 O
O p
FRAME
OUT
W
Q
W
Drohn By: MTB
Date: 9/10/18
Locati n
rcl3409-114-0004-000-2 Ft Pierce 3498
Model : 40-L X 20/16/16'W X 14/10-H
GENERAL NOTES
1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 1015.22.
2. ALL STEEL TUBING SHALL BE 50 KSI STEEL.
3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
4. ROOF AND WALL SHEATHING SECURED WITH #12-140"
SELF —DRILLING SCREWS WITH SEAL WASHERS m 6" O.C. MAX.
5. FIELD FRAMING CONNECTIONS SECURED WITH #12-14x3/4"
SELF—DRILUNG SCREWS.
6. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED.
7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM
1/2"x3", 2,500LB TENSILE STRENGTH.
8. 14GA FRAMING IS 2.5x2.6" TUBE STEEL. NIPPLES ARE
2.25"x2.26" TUBE STEEL -
REAR END WALL
z
0
9/12/18
Matthew T. Baldwin P.E.
Florida License #64608
Sheet: CA- 4 0 F 6
CARPORTSANYWHERE
CODE INFORMATION
CODE VERSION
FBC 2017 6th Edition, ASCE-7-10
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
-�
_
COFSTRUCTION TYPE
IF—B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
Va-165mph
EXPOSURE
C
ENCLOSURE
ENCLOSED / OPEN
INTERNAL PRESSURE COEFFICIENT
+/— 0.18 / 0.0
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
2OPSF OR 3001b POINT .LOAD
FLOOR DEAD LOAD
1OPSF
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
2,080 SQ. FT.
REVISIONS
REV
DESCRIPTON
DATE
BY
1
CORRECTED LEAN—TO DETAIL
9/11/18
MTB
LEFT/RIGHT MAIN SIDE WALL
Drawn By: MTB
Date: 9/10/18
rcl 09-114-0004-000-2 Ft Pierce 3498
0.VF�4n
octal : 40'L X 20/16/16'W X 14/10'H
GENERAL NOTES
1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 1015.22.
2. ALL STEEL TUBING SHALL BE 50 KSI STEEL
3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SET —BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
4. ROOF AND WALL SHEATHING SECURED WITH'12-14x1"
SELF —DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX.
5. FIELD FRAMING CONNECTIONS SECURED WITH #12-143/4"
SELF—DRILUNG SCREWS.
6. ALL SHOP FRAMING CONNECTIONS ARE TO BE YIELDED.
7. CONCRETE EXPANSIONS ANCHORS ARE TO BE MMINIMUM
1/2"x3", 2,500LB TENSILE STRENGTH.
8.14CA. FRAMING IS 2.5x2.5" TUBE STEEL NIPPLES ARE
2.25"x226" TUBE STEEL
SWINGING
DOOR
LEFT SIDE WALL (RIGHT SIDE IS MIRRORED)
to
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9/12/18
Matthew T. Baldwin P.E.
Florida License #64608
Sheet: CA-5 OF 6
MINIMUM 6" TS NIPPLE. NIPPLE
MINIMUM 6" TS NIPPLE NIPPLE SECURED TO WALL POST WITH
SECURED TO WALL POST WITH (4)#12-1414' SELF -DRILLING SCREWS
1r
(4)e12-14x)' SELF-DRIWNG SCREWS
IPPLE TO NIPPLE TO 2"x2"x2' 16 GAL ANGLE CUP SECURED
BASE RAIL BASE RAIL WITH (4) 012-14x4" SELF-DRIWNG
SCREWS
- _iil��Ilil1�1 III- -'ll
POST TO TO BASE RAIL
CONNECTION
MINIMUM 6' TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14x3" SELF-DRIWNG SCREWS
kSELF-DRILUNG
xV 16 GA ANGLE CLIP
RED WITH (4) 812-14xf1"
2"x2"x2" 16 GA ANGLE CUP SECURED SCREWS
WITH (4) #12-14x(" SELF -DRILLING
SCREWS
GLE OR DOUBLE TS HEADER SINGLE OR DOUBLETS HEADER
NIPPLE TO
RACF RAII
INTERMEDIATE POST TO
END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION
CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1
2"x2%2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14xj" SELF -DRILLING
'SCREWS
16 GA. ANGLE CLIP
WITH (4) #12-14x1"
LUNG SCREWS
NON—STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
26 GAUGE ROOF SHEATHING SECURED
WITH (1)#12-14,1" SELF-DRIWNG
SCREWS ® 6" O.C. (9' O.C., MAX.)
1' 16 GAUGE FURRING CHANNEL 48'
O.C. MAX SECURED WITH (2)012-14x1"
SELF-DRIWNG SCREWS TO EACH RAFTER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
HEADER CONNECTION DETAIL
OPTION 2
NIPPLE TO
RAFTER
MINIMUM 6'_ TS NIPPLE NIPPLE
SECURED TO WALL POST WITH
(4)812-14x4' SELF-DRIWNG SCREWS
POST TO TRUSS
CONNECTION
CODE VERSION
FBC 2017 6th Edition, ASCE-
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
- -
CONSTRUCTION TYPE -
11-B- - - --
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES -
1
BASIC WIND SPEED
V.-165mph
EXPOSURE
C
ENCLOSURE
ENCLOSED / OPEN
INTERNAL PRESSURE COEFFICIENT
+/- 0.18 / 0.0
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
20PSF OR 3001h POINT LOAD
FLOOR DEAD LOAD
1OPSF
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
'
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
Z080 SO. FT.
INSTALL PER MANUFACTURERS INSTRUCTIONS
26 GA RIDGE CAP
#12-14.4' SELF-DRIWNG
SCREWS O 1a' O.C. MAX., 3"
MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX. FROM
8141" SELF-DRIWNG
SCREWS O 6" D.C. MAX. &
6" MAX. FROM CORNERS
NIPPLE TO
RAFTER
MAIN STRUCTURE
POST/TRUSS
3" (.ONE
CORNERS VERTICALLY
26 GA ROOF
SHEATHING
MINIMUM 6" TS NIPPLE NIPPLE
INTERIOR EXTERIOR
��•�
26 GAUGE ROOF SHEATHING SECURED
SECURED TO WALL POST WITH
(4)d12-14x3" SELF-DRIWNG SCREWS
TYP
DOOR FRAME TO POST
ROLL —UP DOOR. TO
POST CONNECTION
WITH (1)#12-144' SELF-DRIWNG
SCREWS ® 9' O.C. MAX.
ROOF RIDGE CAP
REINFORCEMENT
BOX EAVE RAFTER TO
LEAN—TO OVER 14' CONNECTION DETAIL
CONNECTION
POST CONNECTION DETAIL
DESIGN PRESSURES
— 165 Mph
ROOF
+23.3/-51.6
WALLS
+27.2/-25.8
DOORS
+27.2/-25.8
WINDOWS
+27.2/-25.8
1
2
3
4
5
ZONE
+12.0
—26.8
+14.9
—40.7
+23.3
—51.6
+27.2
—25.4
+25.8
—22.4
1 'J r A P (l CT /
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carolina Carports, Inc.
FL6596.1
26 Ga. AG Roof Panel
WALL SHEATHING
Carolina Carports, Inc.
FL6702.3
26 Ga. Dutch Lap
SWINGING DOOR
ELIXER DOOR AND METAL COMPANY
FL17996.5
407 STEEL DOOR
I I CORRECTED LEAN-TO DETAIL 1 x/" / i I — II
Urown By: MTB
Date: 9/10/18
LocaU n
'rcl409-114-0004-000-2 Ft Pierce 349E
Model : 40-L X 20/16/16-W X 14/10'H
GENERAL NOTES
1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY
CONSERVATION CODE PER SECTION 101522.
2. ALL STEEL TUBING SWILL BE 50 KSI STEEL
3. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SET -BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE
THE RESPONSIBILITY OF THE OWNER.
4. ROOF AND WALL SHEATHING SECURED WITH 812-14x1"
SELF-DRIWNG SCREWS WITH SEAL WASHERS ® 6" O.C. MAX
5. FIELD FRAMING CONNECTIONS SECURED WITH (112-14x3/4"
SELF-DRIWNG SCREWS.
6. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED.
7. CONCRETE EXPANSIONS ANCHORS ARE TO 'BE MINIMUM
1/2"x3", 2,500LB TENSILE STRENGTH.
8.14GA FRAMING IS 2.5"x2.5' TUBE STEEL NIPPLES ARE
225'x226" TUBE STEEL...
CAM
9/ 12/ 18
U)
J
Q Matthew T. Baldwin P.E.
Florida License #64608
Ld
o Sheet: CA-6 OF 6