HomeMy WebLinkAboutBuilding plansTABLE 1
BOW/RAFTER FRAIWE, END POST, GROUND ANCHOR AND PA14EL FASTENER SPACING
SPECIFICATIONS
AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS OR
MAXIMUM PURLINS, AND POSTS OR GIRTS
WIND ULTIMATE NOMINAL POST / RAFTER (INCHES)
EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END
CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTER,
B, C, Or D
115 TO 150 I 89 TO 116 I 5.0 I 6 I 6
151 TO 180 I 117 TO 139 1 4.0 1 6 1 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 1/4"-14X1" self -drilling screws with control seal washer.
3. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7° to 27° (1.5:12 to 6:12 pitch).
Spacing requirements for other roof heights and/or slopes may vary.
APPROVED PRODUCTS LIST
APPROVAL
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
No. & DATE
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL20717.1
26 Gauge AG Panel
10/13/16
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL20727.1
26 Gauge AG Panel
10/13/16
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.3
Series 402-14
09/07/15
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888.1
Model 203
05/31/15
WINDOWS
SINGLE HUNG
POCAHONTAS ALUMINUM COMPANY, INC.
FL12940.2
Model 100 VS
01/06/16
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
CONCEALED FASTENERS OR �.TTACI'':aNTS
ARE THE RESPONSI9ILP OF THE
CONTRACTOR OF RECORD
FOR CONSTRUCTION IN THE
STATE OF FLORIDA
PREPARED FOR:
CAROLINA CARPORTS, INC.
P.O. BOX 1263
DOBSON, NORTH CAROLINA 27017
PREPARED BY:
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW YORK AVENUE
DELAND, FLORIDA 32720
Certificate of Authorization No. 00005492
CONCRETE FOUNDATION DESIGN RECOMMENDATIONS:
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF
2500 PSI AT 28 DAYS.
COVER OVER REINFORCING STEEL
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFROCING BARS
SHALL BE:
3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR
WEATHER AND 1-1/2 INCHES ELSEWHERE.
REINFORCING STEEL:
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
GALVANIZATION:
METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT
DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE
WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS AND
NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR
HOT DIPPED GALVANIZED.
GENERAL NOTES:
1. THESE PLANS 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, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING 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. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR
FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS.
THESE PLANS AND ALL PROPOSED WORK
ARE SU&IECT TO ANY CMf*CnONS
REOUIRED By F{LLD IN9fjC.CTOAj THAT ,
MAY BE NECIUARy IN WIER TO
COMPLY WITH ALL APPUCAIJ 00011, J
ba - cal
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COM CE
REVIEWED BY /C
DATE 3 -a -# :2
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
_NO INSPECTION WILL BE MADE
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,
FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL
THE NEXT REVISION OF THE FLORIDA BUILDING
CODE. \ 11f11111/I7j
BECHTOL "G - ARD TESS'IN�TINII.
605 WEST NE�Y-V AV E
DELAND, FLORID 2:20 _
Certificateof ADth Gan No., 5565 /'• '
LI
3. ALL STEEL TUBING SHALL BE 50 KSI STEEL. - \
T omas echtd,
Cop Florida License I 3 STP P••,' �/
A. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 3/4"SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6" O.C. AVERAGE. •
5. ALL FIELD CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS. 1 ''i,�F$SIpNP,�.
6. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. FILE
7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EACH CORNER POST AND ONE WITHIN 6" OF EVERY OTHER INTERIOR POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. /�
GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. CAROLINA CARPORTS INC.
8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT.
9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS.
10. SLAB FOUNDATION DE SOILS SHALL TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014) -RESIDENTIAL,
AND SECTION 1816.1 OF OF THE FBC FE 2014-BUILIL DING.
BECHTOL ENGINEERING
AND TESTING, Inc,
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11/30/16
a
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°"E°-TB
SHEET OF
mow. a+ww.m.xe.aoo.m
WITH CONTROL SEAL WASHER.
(SEE TABLE 1 FOR FASTENER SPACING)
2
Q3
4 6
BOXEAVEOPTION
3 3
B
B'TVP.
SIDE EXTENSION 24' 16 GA ULHANNEL BRACE
3
FASTENED TO RAFTER WITH
(2)#12-14.W4'SELF-DRILLING
0
SCREWS AT EACH END
(4 PER BRACE)
S
W
J
4
F—FINISH GRADE
O
3
MONOLITHIC SIRS FOUNDATION OR TOP OF
CONCRETE
4
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
30'-0" MAX. RAFTER SPAN
ANCHORS NET REQUIRED WITH TYPICAL BOW RAFTER SECTION
CONCRETE SLAB CONSTRUCTION. Not TO S.Ie
(SEE DETAIL 1 OR 2 SHEET 3 OF d)
28 GA. GALVANIZED METAL ROOF
PANELS FASTENED TO RAFTER WITH
#12-14 x SIP SOPS WITH CONTROL SEAL WASHER 12
(SEE TABLE I FOR FASTENER SPACING)—\ 3F_1�
BEWELDALL SIDES
BOTH SIDES
BOX SAVE OPTION
3�
-421 SIDE EXTENSION
MONOLITHIC SLAB FOUNDATION OR TOP OF
CONCRETE
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
40'-0" MAX. RAFTER SPAN
TRUSSED BOW SECTION
Not To SmW
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTER FRAME WITH
#12-14 x 3W SOPS WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
BOX EAVE OPTION `
LEAN-TO RAFTER SET
BELOW TOP OF LEG
(BOW FRAME OR BOX EAVE) —
MONOLITHIC SLAB FOUNDATION
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
RAFTER SPAN
ANCHORS HOT REQUIREDW H
CONCRETE BUS CONSTRUCTION.
(SEE DETAIL I OR; SXEFT3OF4)
TYPICAL SIDE/LEAN-TO EXTENTION SECTION
Not To Scale (BOW FRAME LEAN-TO TO BOXE EAVE RAFTER)
ANCHORS NOT RE W IRED PATH
CONCRETE SLAG CONSTRUCTION.
(SEE DETAIL I OR 2, SHEET 3 OF 4)
OVERALL LENGTH VARIES
DEPENDS ON NUMBER AND SPACING OF BOWS
7R-PANEL
SEE TABLE 1
SHEET OF
OPRONPL
26 GA. R�PANEL
SIDEOREND
PANELS
SEE TABLE 1
SHEET 1 OF
SEE TABLE 1
SHEET10F4
SEE TABLE 1
SHEET OF
8"
8"
8"
ANCHORS NOTREOUIRED WITH —GROUND ANCHORS ® EACH
cC ... Sue CONSTRUCTM RAFTER POST AND EVERY Ol
(ME DETAIL I OR 2. SHEET 3 OF 4) SIDE ELEVATION �� INTERIOR RAFTER POST LOC,
NOLTDSmN 2(I (SEE DETAIL 3. SHEET 3 OF 4)
L_Or
END WALL OPENING
Not To SmW
GABLED OPEN END WALL SECTION
Not TD Scale
1, SHEET 1 OF
26 GA GALVANIZED METAL SIDE PANELS.
SECURE WALL PANELS TO RAFTER POSTS AND
END POSTS WITH #12-14 x 3M' SELF -DRILLING
SCREWS W/ CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
TS POST
DEPENDS ON # • :•
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SIDE OPENINGS
NW To Scale
MICHORS NOT pEQU1RED WRH
CONCRETE SUB CONSTRUCTION.
(SEE DETAIL 1 OR 2, SHEET SOF 4)
TABLE I, SHEET I OF
-26 GA. GALVANIZED
METAL ROOF PANELS
ENDWALL POST
26 GA. GALVANIZED
METAL SIDE PANELS
n; Uo PUsr 1D E.D
POST LOGET3)
(SEE SHEET 3)
8
4
-F — GROUND ANCHORS Q EACH END
RAFTER POST AND EVERY OTHER
4
4
END POST LOCATION
ANCHORS NOT REQUIRED WITH
(SEE DETAIL 3 ON SHEET 3 OF 4)
ANCHORSNOTRE SLABEOUIREDWIIH
CON(SEE
CONCRETE SUB CONSTRUCTION.
(SEE DETAIL 100.2,SHEET 30F 0)
DDEETAIL I ONZ SHEET 3OF4CONZWET'ON)
END WALL SECTION
Not To SCNe
NOTE:
14 GA FRAMING IS 2-112' x 2-1W TUBE STEEL (TS).
12 GA FRAMING IS 2-11C x 2-1/4" TS.
NIPPLES ARE 2.114-x 2-1/4' 14 GA TS FOR 14 GA FRAMING.
26 GA GALVANIZED METAL ROOF
NIPPLES ARE 2" x 2' 12 GA TS FOR 12 GA FRAMING,
PANELS FASTENED TO RAFTER WITH
012-14 x TV SOPS WITH CONTROL SEAL WASHER
TENER SPACING)
(SEE TABLE 1 FO;BOX
1. SHEET 1 OF d
BECHTOL ENGI(lE605 IRG• • �AroIC.
'•.
ALVANIZED
IOOF PANELS
3
DELND FNEW LORIDQnlRt' UEE •L i
DEIAND,FLORIDA`4.`.•• EN8E• 0
Cereficate ••••
6 EAVE OPTION
• • �/ j�ry,Ow_ ••: ,'
MONOLITHIC SIRS FOUNDATION
4
3 (OPEN
CONTINUOUSPORTS ONLY) SLAB
(OPEN CARPORTS ONLY)
6' -0 14'" MAAX. SPN`.
AXORS NOTREW NE9 WDIi
CONCRETE 8U8 CONSTRUCTION.
(SEE DETAIL I OR 2, SHEET 3OF 4)
A
SO" W1TM OBL A- HELIX WRHIN
V OF EACH RAFTER WITH EXTENSIONS
(SEE DETAIL 3. SHEET 3 OF 4)
TYPICAL FREESTANDING LEAN-TO
Not To Scale
L F_
150019
P �536
''I,FSSIONP� .
CAROLINA CARPORTS, INC.
1212/16
ABECHTOL ENGINEERING �"" RR Nis
AND TESTING, inc.
aw.�n. w mwHnwmnuoml. RD wR3RIs TmXc DuxLaa `O®.' TS .0 G18001
TSHEET OF
INSTALL I/2"x MINIMUM 5" EXPANSION ANCHOR �„/' INSTALL I/2"x MINIMUM 5"EXPANSION ANCHOR%
THROUGH BASE RAIL WITHIN 6" OF EACH THROUGH BASE RAIL WITHIN 8' OF EACH 24" 16 GA U-CHANNEL BRACE (5' TO 7' POST)
RAFTER/BOW POSTS ALONG SIDES OR INSIDE RAL
ALONG SIDES AND INSIDE TS BOW RAFTER 48" 16 GA U-CHANNEL BRACE (VTO 14' POST)
EVERY OTHER END WALL POST ALONG END EVEEND WALL POST ALONG END BRACE ANGLE SHALL BE MIN. 45°WALL SECTIONS WANSNO SCREWS ,ITO MAX. 60" FROM HORIZONTAL
REQURED
MINIMUM /7�t I--2'MINIMUM MIN. 6" INSOWBIEND_ IH 5^
EMBEDMENT
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5's CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE
Not To Scale (OPTIONAL) -
DRILL 5/8" HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/T DIAMETER
THROUGH -BOLT
MINIMUM 4"
CONTINUOUS 4"
CONCRETE PAVEMENT
EYEANCHOR
518" ROD 30" LONG
WITH DBL 4" HELIX
TS CONTINUOUS
BASE RAIL
ALTERNATE CONCRETE BASE RAIL ANCHORAGE
Not To Scab (WHERE SLAB IS TOO NARROW TO USE CONCRETE
EXPANSION ANCHOR BOLTS)
TS RAFTER POST
2'x4^ 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF
POST/RAFTER CONNECTION
WITH (4) 1/4' x 1"SDFs,
2 ON POST. 2 ON RAFTER
TS LEAN-TO
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) 1/4" x 1"
SOF's, 2 ON RAFTER,
2 ON POST
POST / LEAN-TO RAFTER CONN. DETAIL
o Not To Scale
2-1/2" EMBEDMENT
MINIMUM
CONTINUOUS 4" CONCRETE PAVEMENT
CONCRETE BASE RAIL ANCHORAGE
� Not TO Scala (OPTIONAL -OPEN CARPORTS ONLY)
DRILL 5/8' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH M' DIAMETER
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
EYEANCHOR U
5/8" ROD 30" LONG
WITH DBL 4" HELIX
WASHERS
TS CONTINUOUS
BASE RAIL
EBASE RAIL ANCHORAGE
Not To Scale
2-1/2" FOR
14 GA FRAMING
2-1/4" FOR
si
24" 16 GA U-CHANNBL BRACE (51TO7"POST)
48" 16 GA U-CHANNBL BRACE (& TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45^
TO MAX. 60' FROM HORIZONTAL
S" LONG TS NIPPLE
SECURE RAFTER AND POST TO
NIPPLE WITH (4) 11Vx 1"
SELF -DRILLING FASTENERS
BOW RAFTER/POST DETAIL
Not To Scalo
NIPPLETOE 3/16"
RAFTER /
12" LONG TS NIPPLE,
SECURE POST TO NIPPLE
WITH (4)1/4' x 1" SDFs,
24.16 GA U-CHANNEL BRACE (5' TO T POST)
48' 16 GA U-CHANNEL BRACE (V TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45°
TO MAX. 60° FROM HORIZONTAL
16 GAUGE U-CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) 1/4"x 1"SDF'S
AT EACH END (4 PER BRACE)
BRACE SECTION
Not To Scale
W LONG TS NIPPLE
SECURE WITH (4)1/4"zi"SDFs
TS RAFTER POST
SIDE EXTENSION
�1 RAFTER/POST DETAIL
Natro SCNe
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) 3/16' x 1"SELF-DRILLING
FASTENER SPACED NOT MORE THAN 48" O.C.
GA. METAL ROOF PANEL
RAFTER
6" LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4)1/4" x 1" SDP's
POST
BOX EAVE RAFTER/POST DETAIL
� Not To Scale
1-1/2" x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO RAFTER
AND GABLE RAIL W141/4"xV
SDF'e, 2 ON TOP, 2 ON BOTTOM
1-1/2" x 1.1/2" x 2" 16 GA
CLIP ANGLE SECURE TO
RAFTER POST AND GABLE
RAIL WITH (4) AN OF's TS GABLE RAIL
2 ON TOP, 2 ON SIDE
TS RAFTER POST
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
/ NM TO Scale
NOTE:
14 GA FRAMING IS 2-1/2" x 2-11T TUBE STEEL ITS).
12 GA FRAMING IS 2-1/4" x 2-1/4" TS.
NIPPLES ARE 2-1/4" x 2-1/4" 14 GA TS FOR 14 GA FRAMING.
NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING.
BECHTOL
605 WEST NE
DELAND,FLC
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ROOF PANEL ATTACHMENT
Not To (ALTERNATE FOR VERTICAL ROOF PANELS) CAROLINA CARPORTS, INC.
11130/16
mvBECHTOL ENGINEERING = '^'• RR NTS
AND TESTING, /nc
camixmc am¢.ecu. vxnmxmea. u. nmua nsnw aa� ' TB "0v G16001
um"w'TB I SHEET 3 OF
3 NIPPLE
ACH WITH (4) 1/4"xi"
LING FASTENERS
POST
RAFTER POST/DBL. HEADER DETAIL
Not To Scale
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) 1/4" x 1'
SDF's, (2) ON BOTTOM,
(2) ON SIDE
END POST
/�END POST/RAFTER CONN. DETAIL
JNot To Scale
1/4"x 1" SDF
12" O.C.
3A.
ROLL -UP DOOR GUIDE TO POST
CONNECTION DETAIL
Not To Scale CURTAIN: 26 GA galvanized steel with
baked on epoxy primer & polyester top coat.
RAFTER POST
6' LONG TS NIPPLE
SECURE WITH (4) 1/4' x 1"
SELF -DRILLING FASTENERS
HEADER
NIPPLE TO
DBL. HDR.
�1 RAFTER POST/HEADER DETAIL
� Not To Scale
TS
1-1/2" x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO
POST AND BASE RAIL
WITH (4) 1/4"x1" SDPs.
(2) ON TOP, (2) ON SIDE
CONTINUOUS BASE RAIL
END POST/BASE RAIL CONN.
Not To Scale
6" LONG TS NIPPLE
SECURE EACH WITH (4)1/4' x 1'
SELF -DRILLING FASTENERS
POST
TS CONTINUOUS BASE RAIL
3A 6" NIPPLE TO
BASE RAIL
RAFTER POST/BASE
BASE RAIL CONNECTION DETAIL
Not To Scale
POST
2" x 2" x 2" 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIL/GIRT WITH (4) 1/4" x 1"SDF's
(2) ON TOP OR BOTTOM, (2) ON SIDE
TS NONSTRUCTURAL
HEADER
TS WINDOW RAIL (OR GIRT
FOR VERTICAL SIDING OPTION)
NON-STRUCTURAL HEADER, WINDOW
RAIL, OR GIRT TO POST CONN. DETAIL
r Not To Scale
INTERIOR
SECTION
A Not To Scale
1/4" x 1"SDF
12" O.C.
TS TRUSSED RAFTER CHORD,
OR NONSTRUCTURAL HEADER
TS END POST OR DOOR/ /
WINDOW FRAME POST
TS BASEIWINDOW RAIL OR
NONSTRUCTURAL HEADER
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)
AND RAFTER CHORD/RAIL WITH
(4) 1/4"x1" SDFs, (2) ON TOP OR
BOTTOM, (2) ON SIDE
NOTE: AT ROLL -UP DOOR
OPENINGS, POST SHOULD
BE FLUSH WITH RAIL END.
CLIP POST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
POST TO RAIL, TRUSS CHORD, OR
NON-STRUCTURAL HEADER CONN. DETAIL
y Not To Scale
NIPPLE TO
BASE RAIL
6" LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) 1/4'x 1"SDFs
POST
CONTINUOUS BASE RAIL
POST/BASE RAIL CONN. DETAIL
u `Not To 6cele
NOTE:
14 GA FRAMING IS 2.11T z 2-1/2' TUBE STEEL ITS).
12 GA FRAMING IS 2-1/4" x 2.1/4' TS.
NIPPLES ARE 2-114' x 2-1/4" 14 GA TS FOR 14 GA FRAMING.
NIPPLES ARE 2' x 2' 12 GA TS FOR 12 GA FRAMING.
EXTERIOR ^_ c 0
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