HomeMy WebLinkAboutPLANSWIDTH:
METAL CARPORT INSTALLATION PLANS AND DETAILSEo
AND A 1019
� pCS p
FRAMING AND FASTENER SPECIFICATIONS per Sttt�u D c u �ent
SITE SPECIFIC PLANS These plans were prepared for:
1 Frank Acquaro
ft LENGTH: �� ft LEG HEIGHT: ft 221 SE Camino Street
Port St. Lucie, FL 34952
With 12' x 24' x 13' Lean-to
Use of these plans by anyone
else is prohibited.
SCANNED
BY
St. Lucie County
/M
2
:OR
IANCE
TY
CAROLINA CARPORTS INC.
P.O. BOX 1263
DOBSON, NC 27017
TOLL FREE 1-800-670-4262
LOCAL 336-367-6400
FAX 336-367-6410
This document is the property of:
Carolina Carports, Inc.
187 Cardinal Ridge Trail
Dobson, NC 27017
Use of these plans without the permission
of Carolina Carports, Inc. is prohibited.
NOTE:
USE 4 x 4 12 GAUGE STEEL TUBE
FOR ALL FRAME AND BASE RAIL
MEMBERS UNLESS OTHERWISE SHOWN.
THE OWNER IS RESPONSIBLE FOR OBTAINING A
BUILDING PERMIT, IF NEEDED, AND FOR COMPLYING
WITH ALL LOCAL BUILDING CODE REQUIREMENTS.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS
HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL
ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017).
THE PLANS ARE VAUD UNTIL THE NEXT REVISION OF THE FLORIDA
BUILDING CODE.
SEISMIC PARAMETERS
SITE
STATE
FL
ZIP CODE
34952
RISK CATEGORY
I
SEISMIC IMPORTANCE CATEGORY
1.00
GROUND MOTION
Sa
0.0546
S,
0.0261
SITE COEFFICIENTS
SITE CLASS
D
Fa
1.60
Fv
2.40
MAXIMUM CONSIDERED
EARTHQUAKE ACCELERATION
Sys
0.087
S.I
0.067
SITE COECOEFFICIENTSSm
0.058
SD,
0.045
SEISMIC DESIGN CATEGORY
A
RESISTING SYSTEM
OSMF
RESPONSE MODIFICATION COEFFICIENT
R
3.50
OVERSTRENGTH FACTOR
00
3.00
DEFLECTION AMPUFICATION FACTOR
Cd
3.00
REDUNDANCY FACTOR
P
1.0
APPROXIMATE BUILDING PERIOD
TO
0.244
SEISMIC RESPONSE COEFFICIENT
Ca
0.01
BUILDING CODE INFORMATION
OCCUPANCY CATEGORY
I
USE GROUP
U
CONSTRUCTION TYPE
5B
FLOOR LNE LOAD
100 PSF
ROOF LIVE LOAD
20 PSF
GROUND SNOW LOAD
0 PSF
ULTIMATE WIND SPEED
148 MPH
EXPOSURE ORYI
D
IL
i
S OF
s`S�ONAL
(SHEET SP-1
r
FINISHED
GRADE
FINISHED
GRADE
" FOUNDATION DEPTH IN ACCORDANCE WITH FRONT FRAMING
LOCAL BUILDING CODE REQUIREMENTS.
26 Ga. METAL
`CONLZE O FOUNDATION 12-D l
i FRONT ELEVATION
Fit
Fit
II 4" CONC. SLAB
12' \-CONCRETE FOUNDATION
12'-V 12'-0'
REAR ELEVATION
26 Go. METAL
METAL
ANELS
METAL
ANELS
�CONCREfE FOUNDATION
12'-W 11 12'_0• J
REAR FRAMING
00..-'�\GEN F•.
i
No. 6 N
REVIEWED FOR -
CODE COMPLIANCE OF �
ST. L.UCIE COUNTY OR,oP..\���\
BOCC 7/SS/o,1,Ay l e
is SHEET SP-2
FINISHED
GRADE-
IIIIIII�IIIII�III I IIII II IIIILII IIIIIIII IIII IIL III II Ilflll III Il�llllifilll�lllgl�ll�lll ltlll�ll�ll'll�llllllll lull I
FINISHED
GRADE -
__------------
-----------------------------------
______________________i
1
12'
1 44'-0'
LEFT SIDE ELEVATION
41'-0*
26 Go. METAL
ROOF PANELS
NETAL
ANELS
FINISHED
GRADE
6-
I
u
2j
12 Go.
�•
STEEL
TUBE
FRAME
3'-0
i
I
12'-0' 24'-0' 8'-0'
LEFT SIDE FRAMING
IIIIIII
II I�
I�
�
I
I
I�I i�
II
I
I�!
I�I'�
I��II
II
�l��l
�
Ij
� II
Il�llllllllllll
I�II�IIIJ
IIJI
II
IIIIII�
��
I�
0
FINISHED
GRADE-
44'-0'
RIGHT SIDE ELEVATION
AR.-Cr
6'
-26 Go. METAL
SIDE PANELS
I 1
1'
•• FOUNDATION DEPTH IN ACCORDANCE WITH
LOCAL BUILDING CODE REQUIREMENTS.
RIGHT SIDE FRAMING
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
6.
\ -E , 6e
No. 216
TE OF
•��OR10..
/ AL E\\\
,14
SHEET SP-3
0
fV
12'-D'
24•-0' I R'-0'
4'-0'
370 ANCHOR BOLT
r
DOUBLE DOUBLE DOUBLE
2j' 12 Ga. 21' 12 Ga. 2j' 12 Go.
STEELSTEEL TUBE STEEL TUBE
o
END FRAME BASE RAIL
0
o
I
o
I
j
m
I
DOUBLE
S' 12 Go. 8* THICKENED
o
TEEL TUBE CONCRETE SLAB
L BASE RAIL
2j' 12 Go.
DOUBLE 4' CONCRETE SLAB 2j' 12 Go. STEEL TUBESTEEEL TUBE BASE RAIL
.o
0
2j' 12 Ga. (BY OTHERS) LADDER LEG
m
END POST
c
$
PERIMETER FOOTING,
2j' 12 Go. 21' 12 Go.
AS REWIRED BY
STEEL TUBE LOCAL BUILDING CODE STEEL TUBE
0
LADDER LEG (BY OTHERS) BASE RAIL i
I
_
4'—O• a'—D'
2j' 12 GA. DOUBLE STEEL TUBE FRAME 11 SPACES ® 34•-0
44 -8`
SLAB PLAN
SCALE: NTS
HAT CHANNEL
PURUNS
16 Go.
12
10
21' 1
STEEL
0
I
e
2j' 12 Go.
DOUBLE
STEEL TUBE
21' 12 Ga.
FINISHED
LADDER LEG
STEEL TUBE
GRADE
a
FRAME
_ I i —
FJtir
III CONC. SLAB
Eq•
m CONCRETE FOUNDATION
" FOUNDATION DEPTH IN ACCORDANCE WITH TYPICAL SECTION
LOCAL BUILDING CODE REQUIREMENTS.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
,�TIIIIIII///�/
LIJ
IE SF'
169
4 OF :.
)R 10 P.•'a�
JAL EN
SHEET SP-4
TABLE 1
BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING
SPECIFICATIONS
MAXIMUM
MAXIMUM
AVERAGE FASTENER SPACING
WIND
ULTIMATE
NOMINAL
GROUND
POST/RAFTER
ON —CENTERS ALONG
RAFTERS OR
EXPOSURE
WIND SPEED
WIND SPEED
SNOW LOAD
SPACING
PURLINS, AND POSTS OR GIRTS
CATEGORY
(MPH)
(MPH)
(PSF)
(FEET)
(INCHES)
METAL PANELS
SPACING
B. C OR D
105 TO 170
85 TO 136
30
4.0
26 gauge
6
NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly to 12
or 14
gauge steel tube bow frames.
2. Fasteners consist of #12-14 x i" self —drilling screws with control seal washer.
3. Specifications applicable only for mean roof height of 24 feet or less and
roof slopes
of 7 to 27 degrees (1.5:12 to 6:12 pitch). Spacing requirements for other
roof
heights and/or slopes may vary.
APPROVED PRODUCTS LIST
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL
No. &DATE
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL6596.1—R5
26 Gauge AG Panel
10/10/17
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL6702.1—R5
26 Gauge AG Panel
10/10/17
STRUCTURAL COMPONENTS
FLOOD VENT
FLOOD FLAPS, LLC
FL1738.1—R2
7x16 Flood Flap
10/03/17
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.3—R1
Series 402-14
01/29/18
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.5—R1
Series 407
01/29/18
EXTERIOR DOORS
ROLL —UP
ASTA INDUSTRIES
FL18888.1—R5
Model 203
10/06/17
WINDOWS
SINGLE HUNG
MI WINDOWS AND DOORS
FL17499.1—R2
Model 185 SH
12/29/17
GENERAL NOTES:
THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM (MWFRS), COMPONENTS
AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING, BUT NOT UMITED TO, PLUMBING, ELECTRICAL,
INGRESS/EGRESS, PROPERTY SET —BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBIUTY OF OTHERS.
THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING THE DEAD LOAD OF THE
STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, WHICH EXERT
ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. CAROLINA CARPORTS SHALL NOT BE RESPONSIBLE
FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. ALL STEEL TUBING SHALL BE 55 KSI STEEL OR BETTER. METAL PANELS SHALL BE BO KSI STEEL OR BETTER.
FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12'-14 x 3' SELF DRILLING FASTENERS WITH CONTROL SEAL
WASHERS AT 6' O.C. AVERAGE SPACING FOR 26 GAUGE PANELS.
ALL FIELD CONNECTIONS SHALL BE #12-14 x J' SELF DRILLING FASTENERS (SDF) UNLESS NOTED OTHERWISE.
ALL WELDED CONNECTIONS SHALL BE SHOP WELDED UNLESS NOTED OTHERWISE.
CONCRETE EXPANSION ANCHORS SHALL BE ITW RAMSET/REDHEAD TRUBOLT WEDGE ANCHOR, WEJ—IT ANKR—TITE MODEL
AT1252, OR SLEEVE ANCHOR MODEL HSA 1260. OR APPROVED EQUAL
POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND HEADERS.
STANDARD CARPORT
DETAILS
12 ft to 24 ft SPAN
NOTE: USE 2} x 2} 14 Ga.
IS 4" x 24" 12 Ga.
STEEL TUBE FOR ALL FRAME AND BASE
RAIL MEMBERS UNLESS OTHERWISE SHOWN.
ISOMETRIC
ISOMETRIC
CONCRETE FOUNDATION DESIGN RECOMMENDATIONS:
- —CONCRETE SCAB AND FOUNDATION ARE BY OTHERS.
COORDINATE CONCRETE STRENGTH AND FOUNDATION DEPTH
REQUIREMENTS WITH THE LOCAL BUILDING CODE OFFICIALS.
THE OWNER IS RESPONSIBLE FOR PROVIDING A SUITABLE
FOUNDATION FOR THE PROPOSED STRUCTURE.
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS OR AS REQUIRED BY
LOCAL BUILDING CODE. THE USE OF HIGHER STRENGTH
CONCRETE IS ACCEPTABLE.
COVER OVER REINFORCING STEEL:
MINIMUM CONCRETE OVER REINFORCING BARS SHALL BE 3
INCHES WHERE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO
THE EARTH OR WEATHER AND 11- ELSEWHERE
GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE REINFORCING STEEL
SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CUSS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED.
CAROLINA CARPORTS INC.
P.O. BOX 1263
DOBSON, NC 27017
TOLL FREE 1-800-670-4262
LOCAL 336-367-6400
FAX 336-367-6410
This document is the property of Carolina Carports, Inc. Use of
these plans without the permission of Carolina Carports is prohibited.
METAL CARPORT INSTALLATION PLANS AND DETAILS
_.
FRAMING AND FASTENER SPECIFICATIONS
CAROLINA CARPORTS, INC.
187 Cardinal Ridge Trail
DOBSON, NORTH CAROLINA 27017
THE OWNER IS RESPONSIBLE FOR OBTAINING A
BUILDING PERMIT, IF NEEDED, AND FOR COMPLYING
WITH ALL LOCAL BUILDING CODE REQUIREMENTS.
THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS
HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL
ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017).
THE PLANS ARE VAUD UNTIL THE NEXT REVISION OF THE FLORIDA
BUILDING CODE.
BUILDING CODE INFORMATION
OCCUPANCY CATEGORY
I
USE GROUP
U
CONSTRUCTION TYPE
1 59
IMPORTANCE FACTORS
WIND Iw
1.0
SNOW Is
1.0
EARTHQUAKE Is
1.0
DESIGN LOADS
MIN. DEAD LOAD
5 PSF
MIN. FLOOR LIVE LOAD
100 PSF
MIN. ROOF LIVE LOAD
20 PSF
MIN. GROUND SNOW LOAD
0 PSF
MAX. GROUND SNOW LOAD
30 PSF
MIN. ULTIMATE WIND SPEED
105 MPH
MAX. ULTIMATE WIND SPEED
170 MPH
EXPOSURE CATEGORY
D
SEISMIC RESPONSE COEFFICIENT
0.500
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
1 OF 4
TOP BRACE LENGTH: USE 2'-0" FOR 12' TO 18' SPANS
USE 4'-0" FOR 20' SPAN
USE 6'-0" FOR 22' TO 2,V SPANS
METAL ROOF PANELS NOTE: SEE TABLE 1 FOR
FASTENED WITH SDF's %3 SIZE & SPACING OF
STEEL TUBE FRAME
/
L 18 Ga.
(BENT BOW)
24'-0" MAX.
U-BRACE -`
(A -FRAME)
BOW SPAN
�
wm
18 Go. U-BRACE REQUIRED
FOR m
2
w
LEG HEIGHT 10'-12' OR
SPAN LENGTH 20'-24'
w
FINISHED GRADE
4" CONC.
3 N
N
6 y
SLOPE TO
SLAB
[SLOPE TO �" A.B.
4"
o
IN. •-
�DRAIN *•
RAIN
ASPHALT
' 12" MIN. REQUIRED
BY LOCALL BUILDING CODE
1
3
GROUND ANCHORS
*� ," PER FOOT OR AS REQ'D
(SEE SHEET 3)
BY LOCAL BUILDING CODE
1 TYPICAL BOW SECTION
2
L - 24'-0' MAX. BOW SPAN
L/2 for L < 21'
METAL ROOF PANELS
FASTENED WITH SDF"s 7
STEEL TUBE
CONCRETE SLAB AND
FOUNDATION (BY OTHERS)
GABLE END ELEVATION
for L -> 21'
STEEL TUBE
HEADER
16 Go.
U-BRACE
REINFORCED
LEG INSERT
4-#12 SDF's
(EACH SIDE)
STEEL TUBE
FRAME LEG
***REINFORCED
LEG INSERT
(LEG HEIGHTS >12' to 14')
4-#12 SDF's
(EACH SIDE)
Il (2-12) II
16 Go.
U-BRACE
DOUBLE LEG
STEEL TUBE
FRAME
***DOUBLE LEG
(LEG HEIGHTS >12' to 16')
4-#12 SDI
(EACH SID
STEEL T
SPA
(BENT BOW)
(BENT BOW)
6' R-PANEL R OF - tr.� 5 ` - ] ) 'I11
AND SIDE P NELSdL s FADER• 5 19; `'I e
SEE TABLE 1. SEE BLE 1 SEE T BLE 1. SEE TABLE 1. SEE TABLE 1 I7 / LI SIZE FOR S LECTED GARAGE DOOR I., GIRT
r 1 5 20' 0" MAX. WIDTH I
5 11
c\4" CONIC. z 3'-0'
12' 2 DRAI •i0 6' \ SLAB 6" MAIC DOOR — t
MAX. MAX J"A.B.4" 3 5 `4" CONC-0 AB.
MRN.AB d i
/ Y
1�� 7
• 12" MIN. OR AS REWIRED
ASPHALT BY LOCAL BUILDING CODE ASPHALT r \ -USE DOUBLE HEADER TO 16' DOOR,
•• d" PER FOOT OR AS REQ'D USE LADDER HEADER TO 26 DOOR
GROUND SIDE ELEVATION BY LOCAL BUILDING CODE SIDE OPENING SEE TABLE 1 FOR SIZE AND
ANCHORS GRIND ANCHORS SPACING OF STEEL TUBE FRAME
24'-0" MAX. BOW SPAN 24'-0' MAX BOW SPAN
EQ. SPACES O 4'-0' or 5'-0' MAX. (SEE TABLE 1) EQ. SPACES O 4'-0' a 5'-0" MAX (SEE TABLE 1)
ETAL ROOF PANELS METAL ROOF PANELS
FASTENED TO BOWS 5 FASTENED TO BOWS s
WITH SDF's WITH SDF's
(A -FRAME) _ ¶ (A -FRAME)
(BENT BOW) _ II R 01r BENT BOW _ N I
�� x r
METAL SIDE f� • `HEADER• ! 11 ', `BOXED EAVE
PANELS FASTENED II
s I,I METAL SIDE I j BOXED TO END POSTS 1 (OPTIONAL) PANELS FASTENED f III i, III. �li �I (OPTIONAL)AL)
SIZE FOR SELECTED GARAGE DOOR STS fl GIRT 10 END PO
AND BOW FRAME II I I'
WITH SDFs. ri 20'-0" MAX W1DTH J Y AND BOW FRAME —� ',I 1 III ly GIRT
WITH SDF's 4
STEEL TUBE '� � � �� I STEEL TUBE
/- u ( STEEL TUBE u 0 1 Y
L DOOR POST z k END POST CONIC.
f END POST
a' coND,o III I! �� sLAB i` u Ifl
s SLAB f III I r A.B. a III�Ip `YY
L. III f
ASPHALT �" A.B.'s O \ ASPHALT \ A.B.'s O W-0" MAX
s-o" MAx
FRONT WALL GROUND ANCHORS
HELICAL ANCHOR •USE SINGLE HEADER TO 16' DOOR, (SEE SHEET 3) REAR WALL
(SEE SHEET 3) USE DOUBLE HEADER TO 20' DOOR
METAL ROOF PANELS 12 METAL ROOF PANELS
WITH HAT PURLINS 3 I
® 4'-0" MAX. SPACING _ NgE W TH HAT PURLING
®4'-0" MAX. SPACING
' 12
E 12 3
16 Go.
U-BRACE
TEEL TUBE
XDDER LEG
***LADDER LEG
(LEG HEIGHTS 16' to 20')
�g 2
18 Ga. U-BRACE ` ZUBE
2" x 2" x 2" 18 Go.
m
/1
LEAN-TO SET BELOW-
BENT CLIP ANGLE &
18 Go. U-BRACE
W
TOP OF LEG POST
m
i2
2" x 4" 18 GA. PLATE, W
J
SECURE W/4 - SOF's, m
w
N
w
w
TWO ON VERTICAL AND
i"
15'-0" MAX. SPAN
N
TWO ON HORIZONTAL w
LEG (4 PER CLIP) N
15'-0" MAX. SPAN
I
L U Fe i
GROUND
CONCRETE SLAB
CONCRETE SLAB
�G •"' " • i
00 ..•'�,\C 6F.
ANCHORS
(BY OTHERS)
(BY OTHERS)
N
TYPICAL SIDE EXTENSION SECTION
STAND—ALONE LEAN—TO
_� :•
= *
o. 1
t
REVIEWED FOR
EOF �
CODE COMPLIANCE
S'•.OI j'9'
SS�ONAL
ST• LUCIE COUNTY
ENG
'' ,�LlgtV
ROCC
SHEET 2 OF 4
DRILL J" HOLE THROUGH
THE BASE RAIL AND
SECURE TO ANCHOR EYE
WITH 4"0 THROUGH BOLT
SOIL CLASSIFICATIONS' />X
SOIL CLASS SOIL DESCRIPTION
2 Very dense &/or cemented sands,
coarse gravel and cobbles, coliche,
prelooded silts, and clays.
3 Medium dense coarse sands, sandy
gravels, very stiff silts, and clays.
4 Loose to medium dense sands, firm to
stiff clays and silts alluvial fill and
VERY loose to medium dense sands,
firm to stiff clays and silts, alluvial fill.
4"
STEEL TUBE INSTALL J"0 MECHANICAL MIN. STEEL TUBE
BASE RAIL DRILL J" HOLE THROUGH STEEL TUBE ANCHOR THROUGH BASE RAIL BASE RAIL
THE BASE RAIL AND BASE RAIL WITHIN 6" OF EACH BOW
SECURE TO ANCHOR EYE *PROVIDE MINIMUM EMBEDMENT IN rT
2" WASHERS WITH k"O THROUGH BOLT
2" WASHERS ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS
THE HELICAL ANCHOR SHALL BE APPROVED FOR I
USE IN SOIL CLASSIFICATIONS 2, 3, AND 4. �J
* Taken from HUD "Standard for Installation of Mobile Homes
GROUND ANCHOR
J"x 30" WITH
2 — 4" HELIX AND
J" EYE BOLT
OR OTHER
APPROVED
HELICAL ANCHOR
(THE MAXIMUM
ALLOWABLE
LOAD IS
3,150 LEIS
PER ANCHOR)
3
C � \SOIL BASE RAIL ANCHOR DETAIL
NOTE: IF THE DISTANCE BETWEEN GALV. STEEL GALV.FRAME
HEUCAL ANCHORS EXCEEDS 25',
PROVIDE AN ADDITIONAL HEUCAL NOTE SEE TABLE 1
ANCHOR MIDWAY BETWEEN. FOR SIZE & SPACING
OF STEEL TUBE FRAME
ANCHOR
BASE RAL
RHEUM CRWNO ANCHOR
(OR APPROVED EOUAQ
AT CORNERS
HELICAL GROUND ANCHORS
CONCRETE SHALL HAVE A MINIMUM SPECIFIED
• COMPRESSIVE STRENGTH (F'c) OF 3000 PSI AT 28 DAYS.
THE USE OF HIGHER STRENGTH CONCRETE IS ACCEPTABLE.
MINIMUM CONCRETE COVER OVER REINFORCING BARS
SHALL BE 3 INCHES FOR FOUNDATION WHERE CONCRETE
IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH
THE EARTH OR EXPOSED TO THE WEATHER AND 116
INCHES ELSEWHERE. REINFORCING BARS EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE
OF k INCH FOR FINE GROUT AND % INCH FOR COARSE
GROUT BETWEEN REINFORCING BARS AND ANY FACE OF A
CELL. REINFORCING BARS USED IN MASONRY WALLS SHALL
HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT
LESS THAN 2 INCHES FOR MASONRY UNITS WITH FACE
EXPOSED TO EARTH OR WEATHER AND 1% INCHES
ELSEWHERE.
ANCHOR BOLT
iE RAIL
SUB
ANCHOR BOLTS
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40
CONCRETE SLAB
(BY OTHERS)
COMPACTED SUBGRADE
z ALTERNATE BASE RAIL ANCHORAGE
3
16 GAGE BENT
RAIL CLIP
FINISHED
GROUND ANCHOR
J"x 30" WITH
2 — 4" HELIX AND
J" EYE BOLT
OR OTHER
APPROVED
HELICAL ANCHOR
(THE MAXIMUM
ALLOWABLE
LOAD IS
3,150 LEIS
PER ANCHOR) INSTALL 1"0 MECHANICAL
ANCHOR THROUGH BASE RAIL
WITHIN 6" OF EACH BOW
(MAY ALTERNATE & STAGGER)
*PROVIDE MINIMUM EMBEDMENT IN
ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS
2-SDF's AT
EACH RAIL CLIP a
1'x"0 ANCHOR BOLT GALV. STEEL
BASE RAIL
*PROVIDE MINIMUM EMBEDMENT IN I IS
GRADE
ACCORDANCE WITH MANUFACTURER'S 1
z
EMBEDMENT#
4"
o S o
MIN.
n��o
E
<
a } DO
m
(BY OTHERS)
COMPACTCONCREDTE SUSLABBGRADE
o
z ALTERNATE BASE RAILANCHORAGE
3
REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD
PROVIDED: ALL REINFORCDEMENT IS COLD BENT; THE
DIAMETER OF THE BEND MEASURED ON THE INSIDE OF THE
BAR IS NOT LESS THAN SIX BAR DIAMETERS; AND
REINFORCEMENT PARTIALLY EMBEDDED IS CONCRETE SHALL
NOT BE FIELD BENT EXCEPT WHERE BENDING IS
NECESSARY TO ALIGN DOWEL BARS WITH A VERTICAL CELL.
BARS PARTIALLY EMBEDDED IN CONCRETE MAY BE BENT
AT A SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL
DISPLACEMENT TO 6 INCHES OF VERTICAL BAR LENGTH.
15 GAGE CLIP ANGLE GALV. STEEL
WELDED TO BASE RAIL BASE RAIL
J"0 ANCHOR BOLT
+=-+
MIN.
ALTERNATE BASE RAIL CLIP
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIIECOUNTY
BOCC
a EMBEDMENT*l = II m <
11-u J
Z U
�o
FINISHED GRADE I
4" THICK BASE OF \ 4 #4 (TYP.)
11
COARSE AGGREGATE 12" MIN.
OR CRUSHED STONE j L MONOLITHIC CONCRETE FOOTING REINFORCED
(OPTIONAL) WITH 2 — #4's CONTINUOUS (BY OTHERS)
(2)CONCRETE BASE RAIL ANCHORAGE
3 (SINGLE LEG)
4"
STEEL TUBE
BASE RAIL
FINISHED GRADE
` EMBEDMENT*
Illl
I
o.- .\\11\\/�
Z
W a cs /RI\
K U ? W
n OE]000M
O
(OPTIONAL)
4"
#4 (TYP.)
4" THICK BASE OF
12"
MIN.
COARSE AGGREGATE
OR CRUSHED STONE MONOLITHIC CONCRETE FOOTING
(BY OTHERS), REINFORCED WITH
2 - #4's CONTINUOUS
%1CONCRETE BASE RAIL ANCHORAGE
Q (DOUBLE LEG)
\\\\\\\\\IIIII///�/
L U Fe i
p�•.•'�\C...SF
o1 N .
ATE OF
4(/ \
'•.'OHO R I O
i�sSyONAL
SHEET 3 OF 4
NIPPLE TO
HEADER WELD
EXTEND HEADER TO
FULL HEIGHT LEG
6" LONG 14 Ga. NIPPLE,
SECURE POST/RAFTER TO
NIPPLE W/4 - SDF's,
TWO ON EACH SIDE
SEE TABLE 1
FOR SIZE AND
SPACING OF
STEEL TUBE
FRAME.
STEEL TUBE
BOW FRAME
END LEG
METAL SIDE
PANEL
(OPTIONAL)
STEEL BOW -
BOW FRAME -
STEEL TUBE
BOW FRAME
-I 6" LONG 14 Go. NIPPLE,
SECURE RAFTER TO
° NIPPLE W/4 - SDF's, TWO
ON EACH SIDE
d (2-12)
____ `DOUBLE STEEL TUBE
DOORWAY HEADER
STEEL TUBE STEEL TUBE NIPPLE TO
DOOR POST DOOR POST HEADER WELD
BOW / HEADER DETAIL
5
6" LONG 14 Go.
NIPPLE,
SECURE LEG TO NIPPLE
W/4 — SDF's,
TWO ON
STEEL TUBE
DOOR POST
STEEL TUBE
EACH SIDE (4 PER
SPLICE)
STEEL TUBE
DOOR POST
BOW LEG
#12 x r SDF
0 8' O.C.
#12 x ;' SDF
NIPPLE TO
e
® 8' o.C.
_
BASE RAIL WELD
�
_
o
M
METAL SIDE
[EXTERIOR
CURTAIN
o
PANELS
INTERIOR
2-77
�.�!/���i���%•
STEEL TUBE
SECTION THROUGH
SECTION THROUGH
BASE RAIL
DOOR POST
ROLL -UP DOOR POST
i1BOW FRAME/HEADER DETAIL
6" LONG
STEEL TUBE NIPPLE, SECURE
DOOR POST FRAME TO NIPPLE
VIL 6" LONG 14 Go. NIPPLE, W/4-SD TWO
ON EACCH
SIDE
SECURE POST TO NIPPLE WITH
2 - SDF's, TWO ON EACH SIDE !1 (2-12)
2"x2"x2"18Go. CLIP o 0
ANGLES. SECURE W/4
° SDF's, TWO ON VERFTICAL
AND TWO ON HORZONTAL LEG
o (4 PER CLIP).
STEEL TUBE
/ BASE RAIL
STEEL TUBE J \-STEEL TUBE NIPPLE TO
BASE RAIL (SIDE) BASE RAIL (END) BASE RAIL WELD j
END BOW/BASE RAIL CONNECTION POST/BASE RAIL DETAIL
STEEL TUBE 2" x 2" x 2" 18 Ga.
END POST CLIP ANGLES. SECURE
S TWO O
TWO ON VERTICAL AND
TWO ON HORIZONTAL
F-6 e LEG (4 PER CLIP). i
STEEL TUBE
BASE RAIL /
OR HEADER
END POST/BASE RAIL
1 CONNECTION DETAIL
5 STEEL TUBE
META PANEL BOW FRAME
2" x 2" x 2" 18 Ga. BENT
CLIP ANGLES. SECURE
W/4 - SDF's, TWO ON
VERTICAL AND TWO ON
STEEL TUBE HORIZONTAL LEG (4 PER CLIP)
END POST
BOW/BASC -RAIL CONNECTION DETAIL
5
(SINGLE LEG)
(DOUBLE LEG)
TUBE d (2-12) J (LADDER LEG)
FRAME
i NIPPLE TO - --
HEADER WELD ° ° NIPPLE TO
DOUBLE STEEL
TUBE HEADER
DOUBLE STEEL 5�
TUBE DOOR POST
a
SIDE HEADER DETAIL"
(DOUBLE HEADER FOR
EXTEND HEADER TO 8' TO 16' OPENING)
FULL HEIGHT LEG
STEEL TUBE LEG "
OR END POST
2" x 2" x 2" 18 Go. CLIP
ANGLES. SECURE W/4
SDF's, TWO ON VERTICAL AN
TWO ON HORIZONTAL LEG
(4 PER CLIP). I _
STEEL TUBE GIRT
i4i GIRT TO POST CONNECTION
s
HEADER WELD
DOUBLE STEEL
TUBE HEADER
d (2-12)
STEEL TUBE
TDOOR POST
HEADER SECTION
(ONE HEADER
FOR SINGLE LEG,
TWO HEADERS
FOR DOUBLE LEG
AND LADDER LEG)
STEEL TUBE NIPPLE TO?BOW
BOW RAFTER RAFTER WELD
EXTENSION
STEEL TUBE
BOW RAFTER
12" LONG Ga. NIPPLE, J �
SECURE RAFTER TO NIPPLE
W/4 - SDF's, TWO ON EACH STEEL TUBE
SIDE (4 PER SPLICE) BOW POST
BOW/POST DETAIL
METAL ROOF
PANEL 14" 16 GAGE HAT CHANNEL
FASTENED TO EACH BOW WITH
2 - SDF's AND SPACED NOT
\MORE THAN 4'-0" O.C.
��
STEEL TUBE
BOW RAFTER
VERTICAL PANEL ATTACHMENT
BASERAIL 71" 1
2 2"O A.B.
MAX. PURLIN SPACING
GROUND PURLIN
SNOW
PANEL
EDGE OF
SLAB
LOAD
PSF
SPAN
FT.
iii
20
4.00
10"
30
4.00
35
4.00
PLAN
45
4.00
65
4.00
DOOR POST
75
90
3.500
3.0
BASERAIL� -- J"O A.B.
ICI EVIEWED FOR
10 C DE COMPLIAM
ST" LUCIE COUNT
MINIMUM DISTANCE EOCC
BETWEEN DOORWAYS
(12" MINIMUM IS PREFERRED,
10" MINIMUM IS ACCEPTABLE,\\UIIIIIII///
`\\\ P� �... LV Ee ///
.
Off . `<\GENSF., i
U-CHANNEL BRACE No. 2169
B = 2'-0" FOR HEIGHT = 6' TO 8'
B = 3'-0" FOR HEIGHT =8' TO 10'
B = 4'-0" FOR LEG HEIGHT > 10' a OF l'u
6" LONG 14 Go. NIPPLE, O R 1
SECURE
POST TO
NIPPLE 4 SDF's, TWO ON EACH SIDE
........S,,//L
(4 PER SPLICE) 1 /�� hIG�V�/j
SHEET 4 OF 4
XdO:) 91IA
I I 0-,� C) I-. /
FILE Copy