HomeMy WebLinkAboutCarport Installation PlanA
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TABLE 1
BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL 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 MR1 (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS
115 TO 150 89 TO 116 5.0 6 6
B C, r D
151 TO 180 117 TO 139 4.0 6 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 heightsand../or slopes may vary.
APPROVED PRODUCTS LIST
APPROVAL
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
No. & DATE
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL207:17.1
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
FL179916.3
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
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.
t
3.
4.
5.
CONCEALED FASTENERS OR ATTACHME r• ;
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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. 1700 m ?e,
ALL STEEL TUBING SHALL BE 50 KSI STEEL. ST. LUCIE COL..TY DL7LDLNG DIVISIO`
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. RE' VIEWED FOR COML,4u / REVIEWED BY
ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. DATE 0
ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. PLANS Aft PER.IUT MUST BE KEPT O;N JOBOR NO INSPECTION WILL BE ltkDE.
BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EVERY POST AND ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE
NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETF SLAR CONSTRUCTION-
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 SUBGRADE SOILS SHALL BE 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 THE FBC FE 2014 - BUILDING.
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.
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CAROLINA CARP
BECHTOL ENGINEERING "^^ RR
AND TESTINGMir, Ina.
iasiamw GWMDW& 9WRONDirk AND VAWd&S hsmo PONMM
�m�.mNm-wmn w.mms.� _TB
r_S, INC.
SHEET 1 OF 4
26 GA GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTER WITH #12-14 x 314' SDF's
WITH CONTROL SEAL WASHER.
(SEE TABLE 1 FOR FASTENER SPACING)
12
3
7"Q
- 4 6
3 3
BOX EAVE OPTION U '
1 5
3
SIDE EXTENSION 24' 16 GA ILCHANNEL BRACE
~
•
FASTENED TO RAFTER WITH
=U'
(2)#12-14 x 3/4' SELF -DRILLING
SCREWS AT EACH END
(4 PER BRACE) .
INISH GRADE
1
B 3
MONOLITHIC SLAB FOUNDATION OR TOP OF
H
4
CONCRETE
o
1 2
f 3
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY) ..
3
30'-0' MAX. RAFTER SPAN
3
ANCHORSNOT,REQUIREDWTTH TYPICAL BOW RAFTER SECTION
.
CONC-SLAB CONSTRUCE
3TION._ I
EE DETAIL 1 OR 2\SHEQF.4).
of TD Scale
26 GA. GALVANIZED METAL ROOF
PANELS FASTENED TO RAFTER WITH
,
#12-14 x 3X SDF's WITH CONTROL SEAL WASHER
12 .
(SEE TABLE.I FOR FASTENER SPACING)
3
45'
y6'
4
3
E� ALL WEB
\,*.WELD
CONNECTIONS,
ALL SIDES
BOTH SIDES "
' 6 BOX EAVE OPTION
3
"5 SID.E.ExTENSION
3
FINISH GRADE
1
6 3.
MONOLITHIC SLAB FOUNDATION OR TOP OF
a
CONCRETE
2
3
CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
3
0'-0' MAX. RAFTER SPAN
3
TRUSSED BOW. SECTION
-
- ANCHORS NOT REQUIRED WITH
Not To Scale - CONCRETE SLAB CONSTRUCTION.
(SEE:DETAIL 1 OR Z SHEET 3 OF 4)
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTER FRAME WITH
#12-14x
314' Son WITH CONTROL SEAL WASHER
(SEE TABLE 7, FOR FASTENER SPACING)
�•;
5.
3
J
4
g
3.
3 BOX EAVE OPTION a
LEAN-TO RAFTER SET 3
BELOW TOP OF LEG
(BOW FRAME OR BOX EAVE)
B .
9. MONOLITHIC SLAB FOUNDATION B
b 4
3
2 4 2
CONTINUOUS CONCRETE SLAB
N
3 (OPEN CARPORTS ONLY) _ 3
14'-0' MAX. SPA 30'-W MAXIMUM
3
RAFTER SPAN
3
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR Z SHEET 3 OF 4)
TYPICAL SIDE/LEAN-TO EXTENTION SECTION
Not To Scale (BOW FRAME LEAN-TO TO BOXE EAVE RAFTER)
6' TYP. --
DEPENDS ON NUMBER AND SPACING OF BOWS
SEE TABLE 1
SHEET'IOF4 Ll
OPTIONAL
26 GA R-PANEL
SIDE OR END
PANELS
SEE TABLE 1.
SHEET1OF4
SEE TABLE 1
SHEET 1OF4
26 G0.
R-PANEL ROOFING
SEE TABLE 1
SHEET IOF4
6'
6'
s^
ANCHORS NOT B REQUIRED WITH GROUND ANCHORS aQ EACH END
CONCRETE SLAB 2. SHEET OIL RAFTER POST AND EVERY OTHER.
(SEEDETAIL10R 2, SHEEf30F 4) SIDE ELEVATION INTERIOR RAFTER POST LOCATION
Not To Scale (SEE DETAIL 3, SHEET 3 OF 4)
MAX f MAX I MAX I MAX
OR SWINGING
END WALL OPENING_
Not To Scale
GABLED OPEN END WALL SECTION
Not To Scale
:E TABLE 1, SHEET 1 OF 4
TS HEADER
26 GA GALVANIZED METAL SIDE PANELS.
SECURE WALL. PANELS TO RAFTER POSTS AND
END POSTS_WRH #12-14 x 3/4' SELF-DRIL_UNG "
SCREWS W/ CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING)
TS POST
r GROUND POST g END
POST LOCATIONS
(SEE SHEET 3)
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1 OR 2. SHEET 3 OF 4)
26.GA. GALVANIZED METAL ROOF
PANELS FASTENED TO RAFTER WITH
#12-14 x 3l4' SDFs WITH CONTROL SEAL WASHER
(SEE TABLE 1 FOR FASTENER SPACING).
1, SHEET 1 OF 4
ALVANIZED /
OOF PANELS
BOX EAVE OPTION
UVCIVILL LCMU IN VAKIt=A"
DEPENDS ON NUMBER AND SPACING OF BOWS
4 2
4
OPENING FOR ROLL -UP OR SWINGING
DOOR WRIT STRUCTURAL HEADER
MA%IMUM CLEAR SPAN -lz-0v
T_
4
OPENING FOR
SWINGING DOOR
BETWEEN POSTS
(N4nSh.Uni).
_
s' a
6'
E DOWN .ENGINEERING, 30' LONG WITH
5/8' ROD. AND DBL 4' HELIX EYE ANCHOR
(SEE DETAIL 3. SHEET 3 OF 4)
SIDE OPENINGS
Not To Scale
MAX I MAX I MAX I MAX I KM 'I MAX
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL t OR 2, SHEET 3OF 4)
iEE TABLE I. SHEET 1 OF
rZ6 GA. GALVANIZED
METAL ROOF:PANELS
ENDWALL POST
6 GA. GALVANIZED
METAL SIDE PANELS
ROUND ANCHORS @ EACH END
6 4 RAFTER POST AND EVERY OTHER
4 4 END POST LOCATION
ANCHORS NOT REQUIRED WITH (SEE DETAIL 3 ON SHEET 3 OF 4)
CONCRETE SLAB'CONSTRUCTION.
(SEE DETAIL 10R 2, SHEET 30F 4) END WALL SECTION
Not To Scale
NOTE:
14 GA FRAMING IS 2-1/2" x 2-1/2' TUBE STEEL (TS).
12 GA FRAMING IS 2-1/4' x 2-1/4- TS.
NIPPLES ARE 2-1/4' x 2-1/4' 14 GATS FOR 14 GA FRAMING.
NIPPLES ARE Tx 2' 12 GA TS FOR 12 GA FRAMING.
✓1
BECHTOL Ely6BECHTOL 1D�� G, INCG, INC.
a 605 WEST
9 MONOLITHIC SLAB FOUNDATION B
2 4
3 CONTINUOUS CONCRETE SLAB
(OPEN CARPORTS ONLY)
14'-0- MAX. SPA
ANCHORS NOT REQUIRED WITH
CONCRETE SLAB CONSTRUCTION.
(SEE DETAIL 1.OR Z SHEET 3 OF 4)
"x 30' WITH DBL 4' HELIX WITHIN
B' OF EACH RAFTER WITH EXTENSIONS
(SEE DETAIL 3, SHEET 3 OF 4)
TYPICAL FREESTANDING LEAN-TO
Not To Scale
DELAND, FLO}iID Zd p • • • •
Certificate • bn 2 Afk -�-�s'
Thomas !I♦jt�l • 1
FloridaFlorida L�. 38538 j 138538 � 7f
STATE Op •: ��/v
S•••'��ORIDR
II
CAROLINA CARPORTS, INC.
AV BECHTOL ENGINEERING s
AND TESTING, ilia —V ;.B : 170Q1
NX)NSDLTIN GWTM 1r WARa WINrA4 AW WTOMS TOM EWNMM
`°Na00°°'°� APflOF�TB. 'SHEET 2OF4
i
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II
a
"x MINIMUM 5" EXPANSION ANCHOR
SASE RAIL WITHIN 6" OF EACH
W POSTS ALONG SIDES OR INSIDE
ER END WALL POST ALONG END
IONS
IINIMUM
MINIMUM 2-1/2" EMBEDMENT
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5's CONTINUOUS
— INSTALL 1/2"x MINIMUM 5" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN.6" OF EACH 24" 16 GA U-CHANNEL BRACE (5.' TO 7' POST)
RAFTER POST ALONG SIDES AND INSIDE TS BOW RAFTER 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST)
EVERY OTHER END: WALL POST ALONG END BRACE ANGLE SHALL BE MIN. 45'
WALL SECTIONS NO SCREWS TO MAX. 60" FROM HORIZONTAL
REQUIRED
MIN. 6" IN BOW BEND 5" - NIPPLE TO 3/16"
RAFTER
MINIMUM 2-1/2" EMBEDMENT 416 GA U-CHANNEL BRACE (V TO 7' POST)
48' 16 GA U-CHANNEL BRACE (V TO 14' POST)
0-1 /2"
1/2• BRACE ANGLE SHALL BE MIN. 45•
- I TO MAX. 60• FROM HORIZONTAL
/ MINIMUM 4"J 6" . 3'
3• 6" LONG TS NIPPLE
SECURE RAFTER AND POST TO
CONTINUOUS 4" CONCRETE PAVEMENT NIPPLE WITH (4) #12-14 x 3/4"
TS RAFTER POST SELF -DRILLING FASTENERS
TS RAFTER
6" LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4) #12-14 z 3/4" SDF's
RAFTER POST
CONCRETE BASE RAIL ANCHORAGE 2 CONCRETE BASE RAIL ANCHORAGE BOW RAFTER/POST DETAIL . �� BOX,EAVE RAFTER/P.OST DETAIL
t Not To Scat (OPTIONAL - OPEN CARPORTS ONLY) L
Not To Scale (OPTIONAL) `• �� Not To Sple NtTtale
DRILL 5/8" HOLE THROUGH THE 2" AWASHERS
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER �TS CONTINUOUS
THROUGH -BOLT BASE RAIL
DRILL 5/8 HOLE THROUGH THE
: . BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2° DIAMETER
THROUGH43OLT
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE\
2"WASHERS \
TS CONTINUOUS
BASE RAIL
I I EYE ANCHOR U
MINIMUM 4° U 518".ROD 30' LONG
WITH DBL 4" HELIX
CONTINUOUS 4"
CONCRETE PAVEMENT
EYE ANCHOR
5/8" ROD 30" LONG
WITH DBL4"HELD( BASE RAIL ANC
3 Not To Scale
ALTERNATE CONCRETE BASE RAIL ANCHORAGE
Not To Scale (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) #12-14 x 3/4" SDPs,
2 ON POST, 2 ON RAFTER -
TS LEAN-TO RAFTER \ �\ GAF FOR
\• � 14 GA FRAMING
2"x2"x2" 16 GA ANGLE CLIP 16 GAUGE U-CHANNEL BRACE
SECURE TO POST AND FASTENED TO THE POST AND
RAFTER WITH (Al) #12-14 x 3/4" RAFTER WITH (2) #12-14 x 3/4" SDF'S
SDF's, 2 ON RAFTER, AT EACH END (4 PER BRACE) —
2 ON POST
BRACE SECTION
POST / LEAN-TO RAFTER CONN. DETAIL Not To Scale
0
Not To Scale
NIPPLE TO \ 3/16"
RAFTER . /
12" LONG TS NIPPLE.
SECURE POST TO NIPPLE
WITH (4) #12A4 x 3/4" SDF-s,
24" 16 GA U-CHANNEL BRACE (V TO 7' POST)
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60" FROM HORIZONTAL
6" LONG TS NIPPLE
SECURE WITH (4)'#12-14 x 3/4" SDFs
RAFTER POST
SIDE EXTENSION
�� RAFTER/POST DETAIL
� Not To Scale
1-1/2.18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48" O.C. .
GA. METAL ROOF PANEL
TS RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
1-1/2" x 1-1/2" x 2".16 GA
CLIP ANGLE SECURE TO
RAFTER POST AND GABLE
RAIL WITH (4) #12-14 x 314" SDFs
2 ON TOP, 2 ON SIDE
TS RAFTER POST
1-1/2" x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO RAFTER
AND. GABLE RAIL WITH (4)
*12-14 x 3)4" SDFs, 2 ON TOP,
2 ON BOTTOM
TS GABLE RAIL
GABLE RAIL TO RAFTER :POST
&2�tNECTION DETAIL
NOTE:
14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS).
12 GA FRAMING IS 2-1/4" is 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.
•. fi
to •.••,� ArE p
/1�0 ' • A'••.
NIPPLE TO
DBL. HDR.
RAFTER POST
5 NIPPLE
ACH WITH ' LONG TS NIPPLE
c 3/4' 1/6- SECURE WITH (4) #12-14 x 3/4'
LING FASTENERS SELF -DRILLING FASTENERS
POST
RAFTER POST/DBL. HEADER DETAIL
Not To Scale
2'x2"x2" 16 GA ANGLE CLIP
SECURE TO. POST AND
RAFTER WITH (4) #12-14 x 3/4'
SDF's, (2) ON BOTTOM,
(2).0N SIDE
END POST
5 END POST/RAFTER CONN. DETAIL
Not To Scale
#12-14 x 3/4" 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
LE TS HEADER
NIPPLE TO
DBL. HDR.
2 RAFTER POST/HEADER DETAIL
Not To Scale
TS RAFTER POST -
"x 1-1/2'x2'16 GACLIP
LE SECURE TO
T AND BASE RAIL
1 (4) #12-14 x 3/4" SDFs;
N TOP, (2) ON SIDE
ITS CONTINUOUS BASE RAIL
6 END POST/BASE .RAIL CONN.
Not To Scale
POST
TS NONSTRUCTURAL
HEADER
I I SWINGING DOOR I
I (Size varies, see plan)
II I
II I
II I
II I
II
II Q I
TS POST
II
6" LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 3/4-
SELF-DRILLING. FASTENERS
- /_TS POST
TS CONTINUOUS BASE RAIL
3/16' NIPPLE TO
BASE RAIL
RAFTER POST/BASE
B�tTo�S!cale_
RAIL CONNECTION DETAIL
TS POST
c 2' 16 GA ANGLE CLIP
E TO POST AND TOP OF
R, OR BOTTOM.OF WINDOW
RT WITH (4) #'12-14 x 9 4" SDF's
TOP OR BOTTOM, (2) ON SIDE
TS NON-STRUCTURAL
HEADER
TS WINDOW RAIL (OR GIRT
FOR VERTICAL SIDING OPTION)
NON-STRUCTURAL HEADER, WINDOW
r1 RAIL, OR GIRT TO POST CONN. DETAIL
Not To Scale
TE O
A SECTION
Not To Scale
#12-14 x 3/4" SDF
@ 12" O.C.
TS TRUSSED RAFTER CHORD, J
OR NONSTRUCTURAL HEADER
TS END POST OR DOOR/
WINDOW FRAME POST Al 2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)
TS BASEIWINDOW RAIL OR AND RAFTER CHORDIRAIL WITH
NONSTRUCTURAL HEADER (4)1/4'x1' SDF's, (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
4 NON-STRUCTURAL HEADER CONK DETAIL
Not To Scale
NIPPLE TO
BASE RAIL
6" LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12-14 x3/4" SDF's
TS RAFTER POST
CONTINUOUS BASE RAIL
POST/BASE RAIL CONN. DETAIL
Not To Scale
NOTE:
14 GA FRAMING IS 2-1/2" x 2-1/Y TUBE STEEL (m).
12 GA FRAMING IS 2-1/4" x 2AW 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.
EXTERIOR b �'• STATE OF .
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