HomeMy WebLinkAboutMETAL CARPORT INSTALLATION PLAN && DETAILS'f FBC APPROVED PRODUCT ]ST
APPROVAL MAXIMUM
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. 8 DATE ALLOWABLE
SPEED
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 180
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
FL17381.1-R2
8x16 Flood Flap
10/03/17
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.3
Series 402-14
09/07/15
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.5
Series 407
09/07/15
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888.1-R5
Model 203
10/06/17
WINDOWS
SINGLE HUNG
POCAHONTAS ALUMINUM COMPANY, INC.
FL12940.2-R4
Model 100 VS
01/07/16
WINDOWS
SINGLE HUNG
MI WINDOWS AND DOORS
FL17499:3=R2
Model 185 SH
12/29/17.
TABLE_1 .
RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
GG N E19
�� Lu:Cle Corn
180
A� r NA / X �/ N-1) 7S
ST. Lum Cou.N 'Y PLILDT-Nc
139 REVIEWED FOR CO�� jx�
REYIEtii'��I BY ;fit
DATE /�/AA .
170
180
139
180
AVERAGE FASTENER SPACING
ON -CENTERS ALONG RAFTERS OR
MAXIMUM
PURLINS, AND POSTS OR GIRTS
WIND' -
ULTIMATE'
NOMINAL-
POST./ RAFTER
..(INCHES) .
INTERIOR
END .
RISK
EXPOSURE
WAND SPEED
WIND SPEED
SPACING
CATEGORY
CATEGORY
(MPH)
(MPH)
(FEET)
POSTS/RAFTERS
POSTS/RAFTERS
C
151 TO 180
117 TO 139
4.0
6
6
NOTES: 1. Specifications applicable
to 26 gauge. metal roof and wall panels
fastened'directiv to 12 or.14 bauoe steel fuha framinn
e�i 1R riaima hnf
r
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING AND FASTENER SPECIFICATIONS
r-au.0 "L r x,'+-UT 1"*U8T HE faPT ON JOB
0R.P40 I?V9PECTION WILL BE MADE.
GROUND:ANCHOR SCHEDULE
ULTIMATE WIND SPEED.(mph).
1.10:::120-. 130:.140.:T60, .160 170 180
..
12
14
16
18
20
22
30" Anchor
Detail 1 D
4W
Detail
Anchor
1 C
1 '
0
24
CO
26
28
30.
,6oT
De;ai1:1C
DETAILS 1 C AND 1 D SHOWN. ON SHEET 4 OF 5-.
channel roof purlins. - -
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 vary.
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 NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) 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 STRUCT AND INSTALLATION OF DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED. PRODUCTS LIST ON THIS SHEET, AND NOT
PROVIDED AND INSTALLED BY CAROLINA CARPORTS, 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 Axwl .4 WELDED WIRE
FABRIC COMPLYING WITH-ASTM A 185, OR WITH'SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1Ii6.
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 1E, 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 SIXTH EDITION (2017) (FBC FE 2017) - RESIDENTIAL, AND SECTION 1816.1
OF THE FBC FE 2017 - 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 Authorisation No. 00005492
THESE PLANS AND
ARE SUBJECT TO NV ALL PROPOSED W01
REQUI Y F1 (� 10RU-
RiIAY B SARY IM 0
=OhiPL yyi HESALL RDER To
jA ' P *"R�DDES.
ARE
County, . eermitting
St Lucie County, Permitting
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 VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING
CODE.
111
13ECHTOL EN TE'IIii, G, INC.
605 WEST NEW3O A
DELAND, FLO$ID 0'" • • v�C �i�
Certificate` n No.
Florida Limn kim
. lrs•'40RIDA .•••• �C/ .
A�NAL
CAROLINA CA I MC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
01/02/18
AV BECHTOL ENGINEERING. MKe errs
AND 7EMNG, Ina
COMMuio raMOWAL. DMRWXrMu. am MWIMa =W DMNMM RR G18001
0-0�d^ffi.W"OWN= TB SHEET 1 OF 6
BOW FRAME RAFTER L. _N CARPORT - HORIZONTAL ROOF`' BOW FRAME RAFTER ENCLOSED BUILDING -HORIZONTAL ROOF BOW FRAME RAFTER UTILITY 6(-,11NG -HORIZONTAL ROOF
ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable) (As applicable) (As applicable)
l
ENCLOSED LENGTH VARIES
loll
aTsl(1PICAL SIDE ELEVATI( NN - TYPICAL END ELEVAITION— "tyy�:
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
J NOT-TOTSGALE NO�`yS�C}>L-7
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)
s•
s
ENC OSED LENGTH VARIES
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 - 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)
(Asa applicable)
pp ) (As applicable)
— ---
F
ENCLOSED LENGTH VARIES
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
BECHTOL EN AN i
6W WEST NEW YORK 1� '•
-
DELAND, FLORIDAZ33P0•
Certificate of bt iadon lyo.
:r
Thomas Be tol,. ff . TqT
Florida License T F OF
CAROLINA CARP6*TS II'N1 .
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
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
MU�BECHTOL ENGINEERING
AND TESMO Ise
01/02118
NOT TO SCALE
NOT TO SCALE
MKB
NTS
RR
`�O1M° G18001
ru
coNsiuWo ernTcae+4 onevWWWAL. um WAMML9 T MNo njWan
"P` TB
SHEET2OF5
C" dA° .WOMW
rI
26 GA. GALVANIZE; lAL ROOF PANELS FASTENED
TO RAFTERS WITF._14x 3/4" SDPs WITH CONTROL
SEAL WASHER @ AVERAGE 6" O.C. SPACING1
j3
J �24' 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4" SDPS AT
EACH END (4 PER BRACE)
24' MAXIMUM RAFTER SPAN ON SINGLERAFTER
S24' TO 30' RAFTER SPAN REOUIRES A TRUSSED RAFTER
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
SEE
TABLE 1
SHEET
3 _ 1'DF 5
4
TYPICAL RAFTER/POST FRAMING PLAN,-- BOW FRAME
NOT TO SCALE
12' MAX. OPENING
FOR ROLL -UP DOOR
WITH STRUCTURAL
HEADER
—26 GA. GALVANIZED METAL ROOF PANELS FASTENED
_ TO RAFTERS WITH #12-14'x 3/4° SDPS WITH CONTROL
SEAL HER @ AVERAGE 6" O.C. SPACING
4 12
`24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4" SDPs AT
-
EACH END (4 PER BRACE)
0
J '
;*
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
Or.
>24' TO 30'RAFTERSPAN REQUIRES TRUSSED RAFTER
IO
AS SHOWN ON THIS SHEET
TYPICAL INTERIOR RAFTER/POST
FRAME SECTION - BOX EAVE.- HORIZONTAL ROOF .
NOT TO SCALE
LENGTH VARIES DEPENDING ON
TYPICAL RAFTER/POST FRAMING PLAN BOX EAVE
NOT TO SCALE
OPENING FOR SWINGING
DOOR WITH NONSTRUCTURAL
HEADER
- rvuiwirtw urth�nv+u�rt
TYPICAL SIDE WALL OPENINGS. FRAMING PLAN AND WINDOW RA)L
(Also AND
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)
26 GA. GALVANIZED METAL ROOF! .S FASTENED
TO PURLINS WITH #12-14 x 3/4" SD, 'trH CONTROL
SEAL WASHER @AVERAGE 6" O.C. SPACING
\1-1/2" 18 GAUGE FURRING CHANNEL (PURLIN)
—24' 16 GA U-CHANNEL BRACE
F
=
FASTENED TO RAFTER WITH
w
(2) #12-14 x 3/4" SDF's AT
=
EACH END (4 PER BRACE)
O
J
'24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
>24' TO W RAFTER SPAN REQUIRES A -TRUSSED RAFTER
p .
F
AS SHOWN ON THIS SHEET
TYPICAL INTERIOR v
RAFTER/POST FRAME SECTION - VERTICAL ROOF
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.
6'-{ 11- .
SEE
TABLE 1
SHEET
LENGIrifVARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
TYPICAL
POST/RAFTER FRAMING PLAN - VERTICAL. ROOF
NOT TO SCALE
SEE
TABLE.1
SHEET
T.
10F5
5
4
4
6
4.
4 -
4
'OKkINGFOR , 6
.
SMrNG DOOR 4 .
-
.12' MAKWENING FOR
WITH
STRUCTURAL
.. -
ROLL -UP DOOR WITH
. RFn�SRgy ,
.4
NONSTRUCTURAL
_ HEADER.
4 ._
4
TYPICAL
END WALL.'OPENINGS.PQST%RAFTER FRAMING PLAN:
NOT TO,SCALE
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
OPTIONAL 24'4" TO.30' TRUSSED RAFTER -BOW .
NOT TO SCALE
ROOF EXTENSION OPTION MAIN STRUCTURE -STANDARD LEAN-TO OPTION
TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN)_ OPTIONAL 24'-1" 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
ID
3
2'
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
LID
S
1-1/2" 18 GAUGE FURRING CHANNELFASTENED
TO EACH RAFTER WITH (2) #12-14 x 3/4' SDF
SPACED NOT MORE THAN 48" D.C.
26 GA. METAL ROOF
PANEL
RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTfgk) Ik�mflP�l LS)
Not To Scale \\\\ `,
40
inomasuectitoi.F odda License No�
4" MINIMUM
IN; 1/2' x MINIMUM 6-1/2" EXPANSION ANCHOR
TI",_ _ _'-;H BASE RAIL WITHIN 6" OF EACH RAFTER
POST ALONG SIDES AND WITHIN 6" OF EACH END
WALL POST ALONG END WALL SECTIONS.
MINIMUM
2-1/2' EMBEDMENT
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #Ss CONTINUOUS
DRILL 5/8' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER
THROUGH -BOLT
I
MINIMUM.4"
CONTINUOUS 4"
CONCRETE. PAVEMENT
EYE ANCHOR
'CONCRETE BASE RAIL ANCHORAGE
Not To Scale
(OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1 B)
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 BASEANINDOW RAIL OR AND -RAFTER CHORD/RAIL WITH
NONSTRUCTURAL 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.
INSTALL 1/2' x MINIMUM 5-1/2" EXPANSION
ANCHOR THROUGH BASE RAIL WITHIN 6" OF
EACH RAFTER POST.ALONG SIDES
MIN. 6"
MINIMUM 2-1/2" EMBEDMENT
Ir
MINIMUM
CONTINUOUS 4" CONCRETE PAVEMENT
CONCRETE BASE RAIL ANCHORAGE
Not To Scale (OPTIONAL - OPEN CARPORTS ONLY)
WASHERS 24" 16 GA U-CHANNEL BRACE (5' TO T POST)
48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
—TS CONTINUOUS BRACE ANGLE SHALL BE MIN. 45" .
BASE RAIL TO MAX. 60' FROM HORIZONTAL —
NIPPLE TO 3/16'
RAFTER
i
_(SEE GROUNDANCHOR .
SCHEDULE, SHEET 1.OF 5,
FOR REQUIRED ANCHOR) '
POST TO RAIL, TRUSS CHORD, OR
NON-STRUCTURAL HEADER CONN.
Not To Scale
TS RAFTER
6" LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4) #12-14 x 3/4" SDF's
RAFTER POST
BOX EAVE RAFTER/POST DETAIL
�~ Not To Scale
TS RAFTER POST
1-1/2' x 1-1/2" x 2" 16 G_ A CLIP
ANGLE SECURE TO
POST AND BASE RAIL
WITH (4) #12-14 x 3/4" SDPs,
(2) ON TOP, (2) ONSIDE
ITS CONTINUOUS BASE RAIL
AIL END POST/BASE RAIL CONN.
`' Not To Scale
DRILL 5/8'. HOLE THROUGH THE 2" V ._> RS
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 11T DIAMETER TS CONTINUOUS
THROUGH -BOLT BASE RAIL
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE,
EYE ANCHOR
5/8" ROD 48" LONG
WITH 6" HELIX
OR
5/8" ROD 60" LONG (SEE,GROUND ANCHOR
WITH T' HELIX, SCHEDULE; SHEET 1 OF 5,
AS APPLICABLE FOR REQUIRED ANCHOR)
BASE RAIL DEEP ANCHORAGE
1 C Not To Soate
NO SCREWS
REQUIRED.
IN BOW BEND -
BOW RAFTER
DRILL 5/8' HOLE :t;JGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER
THROUGH -BOLT
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE,
2' WASHERS
/—TS CONTINUOUS
/ BASE RAIL
EYE ANCHOR U (SEE GROUND ANCHOR
5/8- ROD 30' LONG SCHEDULE, SHEET 1 OF 5;
WITH DBL 4" HELIX FOR'APPUCABILITY)
BASE RAIL ANCHORAGE_
1 D Not To Scale
24' 16 GA U=CHANNEL BRACE (V TO T POST)
48" 16 GA U-CHANNEL BRACE (8' TO 1,V POST)
BRACE ANGLE SHALL -BE MIN. 45'
TO MAX. 60' FROM HORIZONTAL NIPPLE TO 3/16'
BASE RAIL
�6" LONG TS NIPPLE
SECURE RAFTER AND POST TO
NIPPLE WITH (4) #12-14 x3/4"
POST SELF -DRILLING FASTENERS
„o BOW RAFTER/POST DETAIL
�� .Not ToScale
TS POST
2" i 2" x 2" 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIL/GIRT-WITH (4) #12-14 x 3/4" SDFs
(2) ON TOR OR BOTTOM, (2) ON SIDE
`TS NONSTRUCTURAL
HEADER
WINDOW RAIL (OR GIRT
R VERTICAL SIDING OPTION)
NON-STRUCTURAL HEADER, WINDOW
6 RAIL, OR GIRT TO POST CONN. DETAIL
Not To Scale
6" LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12=14 x 3/4" SDF's
—TS RAFTER POST
BASE RAIL
P..OST/BASE.RAIL CONN. DETAIL
J Not To Scale
BECHTOL ENGIN E , {[�
605 WEST NEW YO ' • Q'
DELAND. FLORIDA 3 0 L)Ckv. .-
Cer9Nnteb1WthorIw2bfAb. PI F
. No _
�8 —
omas Be tot. P.
Florida .0
o•
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
:N4" 16 GA -PLATE
SECURE TO EACH SIDE OF
TS END POST POST/RAFTER CONNECTION
WITH (4) #12-14 x 314" SDF's,
A (2) ON POST, (2) ON RAFTER
END.POST/RAFTER CONN..DETAIL
Not To Scale
1-1/2" x 1-1/2TSECURETO
GA
CLIP ANGLE
RAFTER POGABLE
RAIL WITH (4) #12-14 x 3/4" SDFs
(2) ON TOP, (2) ONSIDE
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 3/46 SDF's, (2) ON TOP,
(2) ON BOTTOM
GABLE RAIL
GABLE RAIL TO RAFTER POST
11A CONNECTION 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
NIPPLE.
DBL. HE
S NIPPLE
ACH WITH
c 3/4"
LING FASTENERS
POST
$ RAFTER POST/DBL. HEADER DETAIL
Not to. Scafe'
ER POST
TS NIPPLE
WITH (4) #12-14 x 3/4'
ILLING FASTENERS
TS HEADER
'PLE TO
L. HEIR.
RAFTER. POST/HEADER DETAIL
Not To Scale
1=1/2" x 1=112" x 2 16 GA CLIP ANGLE
SECURE TO RAFTER POST AND
GABLE RAIL WITH (4) #12-14 x 3/4" SDF's,
TOP AND BOTTOM . NIPPLE TO 3/16° 6" LONG TS NIPPLE
RAFTER SECURE WITH (4) #12-14 x 3/4" SDPs
TS RAFTER 12° LONG TS NIPPLE.
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4" SDPs;
1-1/2" x 1-112" z 2" 16 GA CLIP ANGLE
SECURE TO RAFTER AND:GABLE
RAIL WITH. (4) #12714 x 3/4° SDFs, '
(2) ON TOP, (2) ON BOTTOM
24" 16 GA U-CHANNEL BRACE (5' TO T POST)
6" LONG TS NIPPLE 48" 16 GA U-CHANNEL`BRACE (8' TO 14' POST).
SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45"
TO NIPPLE WITH '(4) #12-14 x 3/4° TO MAX. 60° FROM HORIZONTAL'
SELF -DRILLING FASTENERS TS RAFTER POST
TS RAFTER POST
SIDE EXTENSION
GABLE RAIL TO RAFTER. POST RAFTER/POST DETAIL
CONNECTION. DETAIL
1 B.. 12 Not To Scale
Not To Scale
II I
f I SWINGING DOOR 1
I I (Size varies, see plan) I INTERIOR
I 'I I
II I
II I
I. I
I I
I I TS POST
A
0/81SECTION
Not To Scale
#12-14 x 3/4" SDF
@ 12" O.C.
EXTERIOR
6' LONG TS NIPPLE
SECURE EACH. WITH (4) #12-14 x 3/4"
SELF -DRILLING FASTENERS
i—TS POST
TS BASE RAIL
3/16" NIPPLE TO
BASE RAIL
RAFTER POST/BASE
BASE RAIL CONNECTION DETAIL
Not To Scale
/TS RAFTER POST
27x4" 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF
_x POST/RAFTER CONNECTION'
WITH (4) #12-14 x 3/4° SDF's,
(2) ON. POST, (2) ON RAFTER
__-TS LEAN-TO RAFTER
_2"x2"x2' 16 GA ANGLE CLIP
SECURE TO POST AND
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