HomeMy WebLinkAboutCarport Installation Planj,4A Copy
FBC APPROVED PRODUCTS_ LIST
APPROVAL MAXIMUM.
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER ALLOWABLE
No. &DATE WIND SPEED .
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL20717.1
180
26 Gauge AG Panel
1Oil 3/16
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
FL20727.1
180
26 Gauge AG Panel
10/13/16.
EXTERIOR:DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL1.7996.3
139
Series 402-14
09/07/15
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.5
170
Series 407
09/07/15
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
FL8888.1
180
Model 203
05/31/15
WINDOWS
SINGLE HUNG
POCAHONTAS ALUMINUM COMPANY, INC.
FL12940.2
139
Model 100 VS'
o1%06/16
WINDOWS .
SINGLE HUNG
MI WINDOWS AND DOORS
FL17499.1
180
Model 185 SH
06105/16,
TABLE 1
RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
AVERAGE OASTENER*SPACING,
ON -CENTERS ALONG RAFTERS OR
PURLINS, AND POSTS OR 15IRTS
CONCEALED FASTENERS OR AT TAONP> EM"
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF REOORO
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
FRAMING, AND: FASTENER.SPECIFICATIONS
HESE PUNS AIND'ALL PROPOSED'NO.R;I1
ARE SUBJECT 10 ANY CORRECTIONS
REQUIRED- BY FIELD iNSPECTORS T1 SAT
MAYFv NECMARY N UMER TO
COMPL�Wf H ALL t P'LICA
WIND
ULTIMATE
'NOMINAL
MAXIMUM
POST /RAFTER
(INCHES)
INTERIOR
END
RISK
EXPOSURE
WIND SPEED .
WIND SPEED
SPACING
CATEGORY
CATEGORY
(MPH)
(MPH)
(FEET)
POSTS/RAFTERS
POSTS/RAFTERS
110 TO 150
89 TO 116
5.0
6
6 -
C
151 TO 180 .
117 TO 139
4.0
6
6
GROUNUANCHOR;SCHEDULE;
ULTIMATE WIND.SPEED-(mph)'.
1.10 _12U, -130 140 150 ..160 170: 180.
_
.12
14.
16
18-
20
22.
30." Anchor
Detail:l D
48"
. Detail
Anchor
o .
24
26
CO
28
30
60° Anchor
Detail 1 C.
NOTES: 1. Specifications applicable to 26 gauge metal roof and Wall panels'fastened directly W.1,2 or 14 gauge steel tube framing, or 18 gauge hat DETAILS 1C AND 1 D SHOWN ON SHEET-4-OF 5,
Channel roof puriins.
2.. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7' to 27" (1.5:.12 to 6:72 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 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 STRUCTURE SHALL BEAT 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.
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. ALLFIELD 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.
7• 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 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.P. BOX 1263
DOBSON, NORTH CAROLINA 27017
PREPARED BY•
BECHTOL ENGINEERING AND TESTING, INC.
605 WEST NEW PORK AVENUE
DELAND, FLORIDA 32720
Certificate of Authorization No. 00005492
4 l'id�- D`ldU
RE VIEWED 2v�w
BATE .
PLAINS AND PE T NMST BE KEPT ON JOB
012 NO MISPECTION WILL BE Ib'`f°�DE . .
AUG 2 1 20V
P8R.i1171AlG
St. Lucie COunty, FL
THIS IS TO CERTIFY THAT THE CALCULATIONS AND
SPECIFICATIONS HEREIN HAVE BEEN -PREPARED BY
THE UNDERSIGNE6PROFESSIONAL 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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BECHTOL EN ND IC.
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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)
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
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 qROLL UP DOOR SWINGING DOOR
(As applicable) (As applicable) Asa applicable) PP ) : (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
I'lle Co _
BOX EAVE FRAME RAFTER OPEN CARPORT -VERTICAL ROOF OX`EA1 E-FRAME RAFTER`ENCLOS D BLDC V_ERTICA.L—ROOF-$ BOX EAVE FRAME RAFTER UTILITY BLDG -VERTICAL ROOF
s ROLL UP DOOR' WINGING DOOR ROLL -UP DOOR
SWINGING DOOR
(As applicable) (As applicable) (As applicable) (As applicable)
INA
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
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CAROLINA CARP C IMAC.
-
-
-
-
TYPICAL BOW RAFTER GABLE END ELEVATION
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
BECHTOL ENGINEERING
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NOT TO SCALE
NOT TO SCALE
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SHEET 2OF5
26 GA GALVANIZED METAL ROOF PANELS FASTENED,
26 GA. GALVANIZED METAL ROOF PANELS FASTENED
TO RAFTERS WITH #12-14 x 3/4" SDPs WITH CONTROL
TO RAFTERS WITH #12-14 x 3/4" SOPS WITH CONTROL
SEAL WASHER @ AVERAGE 6' O.C. SPACING
SEAL WASHER @AVERAGE 6' O.C. SPACING
2 12
4 Q3
2 12
Q3
4
24" 16 GA U-CHANNEL BRACE
24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
FASTENED TO•RAFTER WITH
(2) #12-14 x 3/4' SDF's AT.'
(2) #12-14 x 3(4-SDFs AT
w
EACH END (4 PER BRACE)
_
EACH END (4 PER BRACE)
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER .
o
. >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
. 1
>24' TO 30' RAFTER'SPAN REQUIRES A TRUSSED RAFTER
.
p.
N
AS SHOWN ON THIS SHEET -
4
r
AS SHOWN ON THIS SHEET '
TYPICAL,
TYPICAL INTERIOR RAFTER/POST-
INTERIOR. RAFTER/POST FRAME SECTION - BOW. FRAME
FRAME SECTION - BOX EAVE.=. HORIZONTAL ROOF
-
NOT TO SCALE " .
NOT TO SCALE
LENGTH VARIES DEPENDING ON
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS -
NUMBER AND SPACING OF RAFTERS
SEE
SEE.
TABLE 1
SHEET
HSH
3'
1 OF 5
TYPICAL RAFTER/POSTFRAMING PLAN - BOW FRAME
TYPICAL RAFTER/POST FRAMING PLAN = BOX EAVE
NOT TO SCALE
NOT TO,SCALE
SEE
TABLE 1
OPENING FOR SWINGING
SHEET
DOOR WITH NON-STRUCTURAL
1 OF 5
HEADER
-s
6 9'
5 5
6 4
4 4 64 .
4 4.
12 MAX OPENING FOR ROLL -UP DOOR
.. WITH STRUCTURAL
HEADER . .
10' ICAL)
104 .3"..q - ,6, . .
5 4 4' 4 .4'
OPENING FOR WINDOW WITH
NONSTRUCTURAL HEADER
RAIL
TYPICAL SIDE WALL OPENINGS FRAMING PLAN . AND Wto Walls)
' (Also app0cabte to Walls)
26 GA. GALVANIZED, METAL ROOF PANEL S FASTENED
TO, PURLINS WITH #12-14 x 3/4" SDFs WITH CONTROL
SEAL WASHER @ AVERAGE 6" O.C. SPACING
1-1/2.18 GAUGE FURRING
CHANNEL (PURUN)
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.RAFYER SPAN ON SINGLE'RAFT-
>24'T030'RAFTER SPANREOUIRESA TRUSSED RAFTER e:.
AS SHOWN ON THIS SHEET`
-
1-'1/2' 18 GAUGE. FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x 3144- SELF -DRILLING
FASTENER SPACED NOT•MORE THAN 48' O.C.
3.1OF5
SEE
TABLE 1
SHEET
54
¢�
LENG VARIES DEPENDING'ON NER
AND SPACING.OF RAFTERSUM
TYPICAL BONA RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
ffe copy
1-1/2' 18 GAUGE FURRING CHANNEL FASTENED
FULL 6' WELD TO EACH RAFTER WITH (2) #12-14 x 3/4":SDF
BOTH SIDES SPACED NOT MORE THAN 48" O.C.
L6:GA�METAL RODF
6 4 '
a 4' OPBMG FM 6 5'
' SWx,HGQWR - 4
12' MAX OPENING FOR WHNO4'
ROLL -UP DOOR WITH
smucnalu WELD ALL WEB
NONSTRUCTUFiAL ' CONNECTIONS,
4 HEADER q' 1 BOTH SIDES
4 .4. A .A, 4
TYPICAL
END WALL OPENINGS POSTAAFTER'FRAMING PLAN OPTIONAL 24'-1" TO 30'-TRUSSED RAFTER - BOW
NOT TO SCALE NOT TO SCALE
FULL SIDES
�u 2"
2 BOTH SIDES
q.. 13 6" -
5
2-1/4" FOR
24" 16 GA U CHANNEL BRACE 2 12 GA FRAMING
FASTENED TO RAFTER WITH 4 2-1/2" FOR
(2),#12-14 x 3/4 SELF -DRILLING 14 GA FRAMING
SCREWS AT EACH END 5'
(4 PER BRACE)
3 3 .1 1 WELD ALL WEB _ _ _ 16 GAUGE.U-CHANNEL. BRACE__
a a 4 4 CONNECTIONS; - FASTENED TO THE POST AND
BOTH SIDES — RAFTER WITH (2) #12-14 x 3/4' SDFS
AT EACH END (4 PER BRACE) -
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 BRACE SECTION
NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOT TO SCALE Not To Scale
I
1
INSTALL 1/2: x MINIMUM 5" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF. EACH
RAFTER/BOW POSTS ALONG SIDES OR INSIDE
EVERY OTHER END WALL POST ALONG END
WALL SECTIONS .
MINIMUM 2" MINIMUM
MINIMUM 2-1/2" EMBEDMENT
I 12"--I
ON.OLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5's CONTINUOUS
DRILL 5/8" HOLE THROUGH THE
1. - . BASE RAIL AND SECURE TO
ANCHOR. EYE WITH 1/2"DIAMETER
THROUGH -BOLT
MINIMUM 4-
'/ : CONTINUOUS4"
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 16)
INSTAL4.1/2" x MINIMUM 5" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF EACH
RAFTER POST ALONG SIDES AND INSIDE
EVERY OTHER END WALL POST ALONG END
WALL SECTIONS
MIN. 6"
MINIMUM 2-1/2" EMBEDMENT
CONTINUOUS 4" CONCRETE PAVEMENT
.COTNCE(cEBASE RAIL ANCHORAGE
NAL - OPEN CARPORTS ONLY)
WASHERS- 24' 16 GA U-CHANNEL BRACE (5 TO T POST)
48.16 GA U-CHANNEL BRACE (V TO W POST)
—TS CONTINUOUS BRACE ANGLE SHALL BE MIN. 45"
BASE RAIL TO MAX. 60- FROM HORIZONTAL
NIPPLE TO 3/16"
RAFTER
(SEE -GROUND ANCHOR
SCHEDULE -SHEET 1.:OF 5,
FOR REQUIRED ANCHOR)
TS TRUSSED. RAFTER CHORD,
OR NON STRUCTURAL HEADER
TS END POST OR DOOR/
WINDOW FRAME POST 2")2"x2" 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)
TS BASE/WINDOW RAIL OR AND RAFTER CHORDIRAIL WITH
NON-STRUCTURAL HEADER (4) #12-14 x 3/4" SDPs, (2) ON,
TOP OR BOTTOM, (2) ON SIDE
NOTE: AT ROLL -UP DOOR
OPENINGS, POST SHOULD
BE FLUSH WITH RAIL,END.
CUP POST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
-POST rO RAIL, TRU`S CHORDA, OR
'NON-STRUCTURAL HEADER CONN. DETAIL
Not To Scale
TS RAFTER
—6" LONG TS NIPPLE
SECURE POSTTO.NIPPLE WITH
(4) #12-14 x 3/4" SDFs
TS RAFTER POST
BOX-EAVE RAFTER/POST DETAIL
u'� Not To Scale
TS RAFTER POST
1-1 PL" x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO
POST AND BASE RAIL
WITH (4) #1l2-14 x 3/4' SDFs,
(2) ON:TOP, (2) ON SIDE
"-TS CONTINUOUS BASE RAIL
�� EN,D POST/BASE RAIL CONN.
�ot 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
TOP OF. ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
EYE ANCHOR
5/8" RODAW LONG
WITH 6' HELIX .
OR
5/8' ROD 60' LONG .(SEE GROUND ANCHOR .
WITH :7" HEUX, ' SCHEDULE, SHEET-1 OF 5,
AS APPLICABLE . FOR REQUIRED ANCHOR)-
_ A� BA"ElL DEEP ANCHORAGE
�' Not To
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 r(sj=-E-�GROUND ANCHOR
5/8" ROD 30" LONG 'SCHEDULE; SHEET 1 OF 5,
WITH DBL 4" HELDC FOR APPLICABILITY]
BASE RA 1�AN@iffliAG`E
alloiToSe`als=_
TS BOW RAFTER
NO SCREWS
REQUIRED
IN BOW BEND
4' 16 GAU-CHANNEL BRACE (5' TO T POST)
4W 16 GA U-CHANNEL BRACE (6' TO W POST): .
9-1/2" BRACE ANGLE SHALLSEMIN.45
TO MAX. 6-FROM HORIZONTAL NIPPLE TO
BASE RAIL
6• .
3.
3^ 6" LONG TS NIPPLE .
SECURE RAFTER AND POST TO
TS RAFNIPPLE WITH (4) #12-14 x 314"
TER POST
SELF -DRILLING FASTENERS
:BOVV RAFTER/POST DETAIL
Scale
TS POST
2" x 2" x 2" 16 GA ANGLE CUP .
SECURE TO POST 'AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIL/GIRT WITH (4) #12-14 x 3.W SOFs
(2) ON TOP OR BOTTOM, (2) ON SIDE
TS NONSTRUCTURAL
HEADER
TS WINDOW RAIL (OR GIRT
FOR VERTICAL SIDING OPTION)
-NON-S-T-RUC-T-URAL-HEADER, -WINDOW
RAIL, OR GIRT TO POST CONN. _DEAI
� Not To Scale
6' LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12-14. x 3/4" SDFs
POST
TS CONTINUOUS BASE RAIL
COST/BASE RAIL CONN. DETAIL
J Not To Scale -
File Copy
00,
2"x2"xV 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) #12714 x 3/4"
SDFs, (2) ON BOTTOM,
(2) ON SIDE
TS END POST
END POST/RAFTER C.ONN. DETAIL
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
RAFTERPOST 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
.1. CONNECTION DETAIL
NIPPLE TO
DBL. HDR.
5 NIPPLE
ACH WITH
c 3/4" .
LING FASTENERS
POST
,RAFTER POST/DBL. HEADER DETAIL
Not To Scale
RAFTER POST
" LONG TS NIPPLE
SECURE WITH.(4) #12-14 x 3/4"
SELF -DRILLING FASTENERS
i
OUBLETS HEADER
3/16NIPPLE TO
DBL. HDR.
�„�• RAFTER POSTMEAD.ER DETAIL
� 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 3/4"SDFs.
TOP AND BOTTOM
NIPPLE TO. 3/16' 6" LONG TS NIPPLE
RAFTER SECURE WITH (4) #12-14X 3/4" SDFs
TS RAFTER 12" LONG TS NIPPLE.
SECURE POST TO NIPPLE .
WITH (4) #12-14:x•3/4" SDF's, -'
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.
l o
I °
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
12
1 1 B
Not To Scale .
No[ To Scale
#.12-14 x 3/4" SDF' TS NON-STRUCTURAL
@ 12" O.C. HEADER
3A.
I I SWINGING DOOR
I I (Size varies, see plan)
I
II �
II I
II I
TS POST
CONNECTION DETAIL
Not To Scale CURTAIN: 26 GA. galvanized steel with
baked on epoxy primer & polyester top coat.
INTERIOR
#12-14 x 3/4" SDF
@ 12" O.C.
6" LONG TS NIPPLE -
SECURE EACH WITH (4).#12-14 x 3/4"
SELF=DRILLING FASTENERS
�TS POST
TS BASE RAIL
�-111'
s
3616' NIPPLE TO
BASE RAIL
RAFTER POST/BASE
�o $ASE RAIL CONNECTION. DETAIL
JNot To Scale
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" SDF's,
2 ON POST, 2 ON RAFTER
rTS LEAN-TO RAFTER
' -2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) #12-14x 3/4"
SDF's, 2 ON RAFTER,
2 ON POST
PO�L/ LEAN-TO RAFTER CONN" DETAIL
� .Not T
File COPY.
BECHTOL ENG ING°, i
605WESTNEWYO
DELAND; FLORIDA �g
CertificateofAutho r 2 No.3® V
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Thomas chtol, PA
Florida L me %,a STATS
.,SIONAL
- CACYAMV -A-CARPORTS, -INC.
A SECTION h 6/20/17
Not To Scale BECHTOL ENGINEERING RR NTS
AND TESTING, Inc.
COMM Gemruoa k arvu +oafs. ft 1AMU s TEMc Excuaaa -TB G17601
TB SHEET 5 OF 5