HomeMy WebLinkAboutCarport Installation Plans & DetailsFBC APPROVED PRODUCTS LIST
jP
(INCHES
MAXIMUMALLOWABLE
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
APPROVAL
No. & DATE
WIND SPEED
( iTiRU.CiTIURlAL COMP.QNEIVT
IffM DECK
CAROLINA CARPORTS, INC.
FL20717.1
180
26 .Gauge AG Panel
10/13/16
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL20727:1
180
26 Gauge AG Panel
10/13/16
STRUCTURAL COMPONENTS
FLOOD VENT
FLOOD FLAPS, LLC
FL17381.1-R7
NA
8x16 Flood Flap
10/63/17
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.3
139
Series 402-14
09/07/15
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL11996.5
170
Series 407
09/07/15
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888.1-R4
180
Mode1203
10/06/17
WINDOWS
SINGLE HUNG
POCAHONTAS ALUMINUM COMPANY, INC.
FL12940.2-R4
139
Model100 VS
01/07/16
WINDOWS
SINGLE HUNG
MI WINDOWS AND DOORS
FL11499.3-R1.
180
Model 185 SH
68/05/16
TASLE 9
RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS.OR
PURLINS, AND POSTS OR GIRTS
MAXIMUM
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
ST, )LUC.T COUNTY BUE,DWG D_7 MION
R'EVUWED FO
r:..
DATA
rLANS AMIk PERNIIT MUST Bx n'4
OR NO INS ECTION'Y WELL Ble MOE,
RISK
CATEGORY
WIND.
EXPOSURE
CATEGORY
ULTIMATE
WIND SPEED
(MPH)
NOMINAL
WIND SPEED
(MPH)
POST I RAFTER
SPACING
(FEET)
INTERIOR
POSTS/RAFTERS-
END
POSTS/RAFTERS
C
11l G TO 150
89 TO -1 6
&0
6
6
151 TO 180
117 TO 139
4.0
..
6 1
6
GROUND -ANCHOR SCHEDULE .
ULTIMATE WIND SPEED (mph)
110 ::120..130 :140 :150 .160 170: 180
a)14
v
x
0
12.
.16
18..
30" Anchor
Detai( 1D
U
20
22
48Anchor
Deail1
C
0
24.
1
CO
26
28
30.
60" Anchor
Det�x__ai11C
DETAILS 1C.AND 1D SHOWN.ON.SHEET 4 OF 5.
Si • 1: Specifications applicable to 26 gauge metal roof and wall i anels fastened directly to 12 or 14 gauge steel tube framing, or 18 gauge hat
channel roof pudins.
2: 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 varyi
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. THE, E:STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT
SPECIFICALLY ADDRESSED HEREIN WHICHE EXERT ADDITIONAL LOADS ON THE STRUCTURE AND INSTALL
ATION. OF DOORS, WINDOWS OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST ON THIS SHEET, AND NOT
PROVIDED AND INSTALLED BY CAROLINA CARPOETS, INC. 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 OF NON -APPROVED COMPONENTS.
3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
4. 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 FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI:AT 28 DAYS, THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 .4 WELDED WIRE
FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
7. BASE RAIL GROUND ANCHOR REQUIREMENTS: 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
CONCRETE SLAB CONSTRUCTION, EXCEPT AS SHOWN ON DETAIL 1 E, SHEET 4 OF 5, WHERE BASE RAIL IS FLUSH WITH EDGE OF SLAB. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.
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.
11. 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS). NIPPLES ARE 2-1/4" x 2-1/4" 12 GA TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-1/4" x 2-1/4" TS. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING.
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
DEC 2 12017
THESE PLANS AND ALL PRO PPS ITTIrJG
ARE SUBJECT TO ANY CORRECTION FL
REQUIRED BY FIELD.INSBACT
MAY BE NECESSARY IN ORDE v 6 I
COMPLY WITH Akh APPL40Akg ()( pj%
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPPool�cc��qq''II IIc�yy nn�� rr
TRfSiS"f0'C"ERTTAETHAT THE CALCULATIONS AND
O�d� RAGf�R0109r� HEREIN HAVE BEEN PREPARED BY
THE UNDERSI ED 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.
BECHTOL_ EI� PM fej INC.
W5 WEST
oELANU FLo- YA
® ICED C'
" .4
S
•. ti ,
Certlflcete of .54
F
OZ.
. $ ;r
omas
K'
ATE OFFILE
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
9/29/17
MVBECHTOL.ENG/NEER/NG -RR . 'G'� NTS
AND 7E87AYG h=
ca �mro ccUTMH w Q+vc04bM arm W WIS MMW WdOM o®�c TB G 17001
�"°00°O0'� A1"'01 `a TB SHEET 1 OF 5
BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING -HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR ROLL UP DOOR SWINGING DOOR
(AS applicable) (As applicable) (As applicable) (As applicable)
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION .
TYPICAL SIDE ELEVATION . TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT -TO SCALE
NOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT TO SCALE
BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF
BOX EAVE FRAME RAFTER ENCLOSED BLDG = HORIZONTAL ROOF.
BOX EAVE FRAME.RAFTER UTILITY BLDG - HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR
. ROLL -UP DOOR SWINGING DOOR
(As applicable) (As.applicable)
(AS applicable) (As applicable)
•r=ENCLOSED
LENGTH V ES
TYPICAL SIDE ELEVATION -- TYPICAL END -ELEVATION.
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION.
TYPICAL SIDE ELEVATION TYPICAL:END ELEVATION : .
NOT TO SCALENOT TO SCALE
NOT TO SCALE NOT TO SCALE
N . O SCALE
NOT TO SCALE NOT T
BOX EAVE FRAME RAFTER OPEN CARPORT -VERTICAL ROOF
BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF
BOX EAVE. FRAME RAFTER UTILITY BLDG - VERTICAL ROOF
ROLL -UP DOOR SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable)
As a Icable
( PP l) (AS aPPlicable)
ENC SED LENGTH VARIES
PICAL�,yF-�1FATION TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION TYPICAL END. ELEVATION,
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT TO SCALE
BECHTOL MGM* 6 Ci
605 WEST NEW YOIf C E
•'
DELAND. FLORIDk� ��`
Cermeate of Authoriration No.54
NO. 38538
94
ThomasE l' � -
Florida License STATE OF
i
1 Lm Imc rC RPOI;�.
TYPICAL BOX,IEAVRFT_ER'GABLE END ELEVATION
NOT TO SCALE
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
TYPICAL BOW RAFTER GABLE END ELEVATION
M BECHWL ENG/NEERM
° RR
s�2sn7
°� Nib
NOT To SCALE
AND JESTING+, hm
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SHEET 2 OF 5
0
26 GA. GALVANIZED METAL ROOF PANELS FASTENED
TO RAFTERS WITH #12-14 x 3/4' SDPs WITH CONTROL
SEAL WASHER @ AVERAGE 6' O.C. SPACINI2
24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4' SDFS AT
's EACH END (4 PER BRACE)
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER,
6 >24' TO 30' RAFTER.SPAN REQUIRESATRUSSED RAFTER . 1
- AS SHOWN ON THIS.SHEET :q
Y
�n
TYPICAL
INTERIOR RAFTER/POST FRAME. SECTION - BOW. FRAME
NOT TO SCALE
TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME:
NOT TO.SCALE
12' MAX. OPENING
FOR ROLL -UP DOOR
WITH STRUCTURAL
HEADER' .
10- (TYPICAL)
26 GA. GALVANIZED METAL ROOF PANELS FASTENED
TO RAFTERS WITH #12-14 x 3/4" SDFs WITH CONTROL
SEAL WASHER @ AVERAGE 6". O.C. SPACING
12
Q3
-24" 16 GA U,CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 314" SDFs AT
_ EACH END (4 PER BRACE)
W
J
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
O. >24'TO30` RAFTER SPAN REQUIRES A TRUSSED RAFTER
F_ -AS SHOWN OWTHIS SHEET
L AL INTEi RIOR RAF�liER/PO )
RAME[SEC7T)I@NM w -AVE - HORIZMNTAL9 OOF
vNOT TO SCALE
ON
SEE
TABLE 1
SHEET
TYPICAL RAFTER/POST FRAMING: PLAN - BOX EAVE
NOT TO SCALE '
OPENING FOR SWINGING
DOOR WITH NONSTRUCTURAL
HEADER
NONSTRUCTURAL HEADER
TYPICAL SIDE WALL OPENINGS FRAMING PLAN AND WINEowlua
(Also applicable to End Walls)
NOT TO SCALE
24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4" SELF -DRILLING
SCREWS AT EACH END
(4 PER BRACE)
SEE
TABLE 1
SHEET
6pomFQR
12' MAX. OPENING FOR
ROLL -UP DOOR WITH
NONSTRUCTURAL
6•
26 GA. GALVANIZED METAL ROOF PANELS FASTENED
TO PURLINS WITH #12-14 x 3/4"SDFs WITH CONTROL
SEAL WASHER @ AVERAGE 6' O.C. SPACING
r-1-1/2' 18 GAUGE FURRING
1-24".16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4' SDFs AT
EACH END (4 PER BRACE)
!L
J 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
>24' TO 30' RAFTER SPAN REQUIRESA'TRUSSED RAFTER
0 - AS SHOWN ON THIS SHEET• '
F
Al
TYPICAL INTERIOR.-
RAFTER/POST FRAME SECTION - VERTICAL ROOF
NOT TO,SCALE '
1-1/2' 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WTTH_(2) #12-14 x 3/4' SELF -DRILLING
FASTENER SPACED. NOT MORE THAN 48" O.C.
�
3:
q
SEE
TABLE 1
SHEET
TOF6
I
i
LENG VARIES DEPENDING ON NUMBER
AND.SPACING OFRAFTERS
TYPICAL
POST/RAFTER FRAMING PLAN - VERTICAL ROOF
NOT TO SCALE
WELD ALL WEB
CONNECTIONS,
BOTH SIDES
—6'
TYPICAL BOW RAFTER GABLE. END FRAMING PLAN
NOT TO SCALE
R l'Pt BD' - FTER GABL END FRAMING PLAN
NOT (M
FULL 6" WELD
BOTH SIDES
TYPICAL.
END WALL OPENINGS POST/RAFTER.FRAMING PLAN .. OPTIONAL 24'-l" TO 30' TRUSSED RAFTER-- BOW
NOT TO SCALE NOT TO SCALE
ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION
TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE
NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOT TO SCALE
LD
S
2-1/4" FOR
12 GA FRAMING
2-1/2' FOR
14 GA FRAMING
16 GAUGE U-CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 x 3/4" SOPS
AT EACH END (4 PER BRACE) -
BRACE SECTION
Not To Scale
1-1/2".18 GAUGE FURRING CHANNEL FASTENED I
TO EACH RAFTER WITH (2) #12A4 x 3/4" SOF
SPACED, NOT MORE THAN .48" O.C.
METAL ROOF
LTS RAFTER
ROOF PANEL ATTACHMENT
Not To Scale (ALTERNATE `\R` WIJA L; ROOF PANELS)
\`` MAS R /'':
F\\
INSTALL 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN W OF EACH RAFTER
POST ALONG SIDES AND WITHIN 6" OF EACH END
WALL POST ALONG END WALL SECTIONS
MINIMUM 2" MINIMUM
MINIMUM 2-1/2' EMBEDMENT
I
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5s CONTINUOUS
CONCRETE BASE RAIL ANCHORAGE
1. A . Not To Scale _
DRILL 5/8" HOLE THROUGH THE 2" WASHERS
BASE RAIL AND. SECURE TO
ANCHOR EYE.WITH.1/2" DIAMETER ".TS CONTINUOUS
THROUGH -BOLT BASE RAIL
MINIMUM 4"
{SEE GROUND.ANCHOR
SCHEDULE, SHEET 1 OF 5,
FOR REQUIRED ANCHOR)
L CONTINUOUS 4"
CONCRETEPAVEMENT
EYE ANCHOR .
CONCRETE BASE RAIL ANCHORAGE
1 E Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B)
TS TRUSSED RAFTER.CHORD,
OR NON-STRUCTURAL HEADER
TS END POST OR DOOR/
WINDOW FRAME POST 2-"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)
TS BASEIWINDOW RAIL OR AND RAFTER'CHORD/RAIL WITH
NON-STRUCTURAL HEADER (4) #12-14 x 3/4" 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
Not To Scale
INSTALL 1/2" x MINIMUM 5-1/2" EXPANSION
ANCHOR THROUGH. BASE RAIL WITHIN 6' OF
EACH RAFTER POST ALONG SIDES /
6"
MINIMUM 2-1/2' EMBEDMENT
MINIMUM 4"
CONTINUOUS 4' CONCRETE PAVEMENT
ECONCRETE. BASE. RAIL ANCHORAGE_
Not To Scale (OPTIONAL - OPEN cARPORTS ONLY)
24" 16:GA:U7CHANNEL BRACE (S:TO T POST)
48°. 16 GA U-CHANNEL_BRAOE.(& TO IV POST) ..
BRACE ANGLE SHALL BE MIN: 45°
TO MAX. 60° FROM HORIZONTAL
NIPPLE TO "3
RAFTER
ITS RAFTER
6°, LONG TSNIPPLE
SECURE POST TO NIPPLE WITH
(4).#12-14 x 3/4° SDFs
_o
TS RAFTER POST
BOX SAVE RAFTER/POST DETAIL
2/4 Not To Scale
TS RAFTER POST:
1-1/2" x 1-1/2". x 2" 16 GA CLIP
ANGLE SECURE TO
POST AND BASE RAIL
WITH (4) #12-14 x 3/4" SDFs,
(2) ON TOP, (2) ON SIDE
—TS CONTINUOUS BASE RAIL
5 END POST/BASE RAIL CONN.Not To Scale
1C BASE RAIL DEEP .ANCHORAGE
NotTo,Scale
DRILL 5/8" HOLE THROUGH THE 2" WASHERS
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS
THROUGH -BOLT BASE RAIL
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
EYE ANCHOR U (SEEGROUNDANCHOR
518", ROD .30' LONG SCHEDULE, SHEET TOF 5,
WITH DBL 4' HELIX' FOR APPLICABILITY)
BASE. RAIL ANCHORAGE
1 D Not To Scale ,
TS BOW -RAFTER jRE
'
PPLE
NO SCREWS SDFs
RE0002ED
IN BOW BEND 5"
16 GA U-CHANNEL BRACE (5, TO T POST) .
48 16 GA U-CHANNEL BRACE'(V TO 14• POST) TS RAFTER POST
BRACE ANGLE SHALL BE MIN. 45°
TO MAX. 60° FROM HORIZONTAL NIPPLE:TO : 3/16"
BASE RAIL-
TS. TS. CONTINUOUS BASE RAIL
3"
3" 6" LONG TS NIPPLE
SECURE. RAFTER AND POST TO
NIPPLE WITH (4) #12-14 x 3/4"
TS RAFTER POST SELF -DRILLING FASTENERS
,
B:OW.RAFTER/POST DETAIL
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) #12-14 z 3/4". SDFs
(2) ON TOP OR BOTTOM, (2) ON SIDE
TS NON-STRUCTURAL
HEADER
\_TS WINDOW RAIL GIRT
FO
II v II FOR VERTICAL SIDING OPTION)
NON-STRUCTURAL HEADER; WINDO
RAIL, OR GIRT TO POST CONN. DETAIL
Not To Scale
POST/BASE .RAIL CONN. DETAIL
J Not To Seale
()MAS
BECHTOL'E 1,rg9i ING AND IfB.'
605 WEST NEI�YO _OVENUE /V
DELAND. FLORID O 3
cerfificateof an 6 0,
—
: r
Thomas •'.� - �OP
Florida Lloe R
��I,q4 • ENG��� �.
fllllll�
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) ON SIDE
OR
2'x4' 16 GA PLATE
SECURE TO EACH SIDE OF
TS END POST
POSTIRAFTER CONNECTION
WITH (4) #12-14 x 3/4- SDF's;
(2) ON POST, (2) ON RAFTER
END POST/RAFTER CONN. DETAIL
7
Not To Scale
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".SDF's, (2) ON TOP;
1-1/2"'x 1-1/2° x 2' 16 GA (2) ON BOTTOM.
CLIP.ANGLE SECURE TO, -
RAFTER POST AND GABLE -
RAIL WITH (4) #12-14 x 3/4" SDF's
(2) ON TOP; (2) ON SIDE TS GABLE RAIL
TS RAFTER POST
GABLE RAIL TO RAFTER POST
� CONNECTION, DETAIL
I � ~ 'Not To Scale
#12-14 x 3/4" SDF
@ 12" O.C.
3A.
ROLL-UPPOOR GUIDE TO POST
CONNECTION DETAIL
Not To Scale CURTAIN: 26 GA. galvanized steel with
baked on epoxy primer & polyester top coat.
NIPPLE TO 3/16"
DBL. HDR. %� ITS RAFTER POST
6° LONG TS NIPPLE
SECURE EACH WITH ° LONG TS NIPPLE
(4) #12-14 x 3/47 1/8° SECURE WITH (4) #12-14 x 3/4'
SELF -DRILLING FASTENERS SELF -DRILLING FASTENERS
i
DOUBLE TS HEADER
POST \3/16- NIPPLE TO
DBL. HDR.
RAFTER POST/DBL. HEADER DETAILRAFTER POST/HEADER DETAIL
$ Not To Scale 9 Nbt To le-
1
-112" x'.1-1/2' x 2",16 GA CLIP ANGLE
SECURE TO RAFTER POST AND
GABLE RAIL WITH (4) #12-14 x 3/4" SDF's,
T,OP AND BOTTOM NIPPLE TO 3/16' 6" LONG TS NIPPLE .
RAFTER SECURE WITH (4) #12-14 x 3/4" SDFs
TS RAFTER 12° LONG TS NIPPLE.
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4" SDFs, .
1-1/2" x 1-1/2°-x 2° 16 GACLIP ANGLE
SECURE TO RAFTER AND GABLE
RAIL WITH (4) #12-14 x 3/4".SDF's,
(2) ON TOP, (2) ON BOTTOM °
�6• c�
24" 16 GA U-CHANNEL BRACE (5' TO T POST)
66. LONG TS NIPPLE 48' 16 GA U-CHANNEL BRACE'(9 TO 14! POST)'
SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45'
TO NIPPLE WITH (4) #12A4x 3/4" TO MAX. 60• FROM HORIZONTAL
SELF.DRILLING.FASTENERS T.S RAFTER POST
TS RAFTER POST
SIDE EXTENSION. -
GABLE RAIL TO RAFTER- POST -RAFTER/POST. DETAIL
CONNECTION DETAIL 12
� .. NotToScale
v. Not To Scale .. - .. .
TS POST F—
kd F-E
TS NONSTRUCTURAL
HEADER �—
II '
�I I
II i
II
1
I I SWINGING DOOR I INTERIOR
- I I (Size varies, see plan)
II
Ii r
II I
II I
fl
II O
I I
I TS POST
II
A.'I
A SECTION
Not To Scale
#12-14 x 3/4" SDF
@ 12" O.C.
EXTERIOR
61 LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 314'
SELF -DRILLING FASTENERS
/—TS POST
BASE RAIL
3/16' NIPPLETO
BASE RAIL
RAFTER. POST/BASE
1� BASE_ ,
!RAIL CONNECTION DETAIL
Not To Sca
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" SDFs,
(2).ON POST; (2) ON RAFTER
TS LEAN-TO RAFTER
e..
:2-x2"x2".16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) #12-14 x 3/4"
SDF'S, (2) ON RAFTER,
(2) ON POST.
13 POST./ LEAN -TO -RAFTER CONN. 'DETAIL.
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