HomeMy WebLinkAboutCARPORT INSTALLATION PLAN & DETAILSFBC APPROVED PRODUCTS LIST
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
26 Gauge AG Panel
STRUCTURAL COMPONENTS
STRUCTURAL WALL
CAROLINA CARPORTS, INC.
26 Gauge AG Panel
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
Series 402-14
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
Series 407
EXTERIOR DOORS
ROLL -UP
ASTA INDUSTRIES INC.
Model 203
WINDOWS
SINGLE HUNG
POCAHONTAS ALUMINUM COMPANY, INC.
Model 100 VS
APPROVAL
No. & DATE
FL20717.1
10/13/16
FL20727.1
10/13/16
FL17996.3
09/07/15
FL17996.5
09/07/15
FL8888.1
05/31/15
FL12940.2
01/O6/16
MAXIMUM
ALLOWABLE
WIND SPEED
180 SCANNED
180 StBJ �J
ude
139
METAL CARPORT INSTALLATION PLANS AND DETAILS
AND
CONCEALED FASTENERS OR ATTACHMENTS FRAMING AND FASTENER SPECIFICATIONS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD FOR CONSTRUCTION IN THE
STATE OF FLORIDA
170
=NESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANYCORRECTIONS
REQUIRED OV FIELD INSPECTORS THAT
180 AAA1' 138 NECESSARY IN ORDER TO
COMPLY WITH ALLAPPUCABLE CODES,
139
WINDOWS SINGLE HUNG 1--MIWIND.OWS.AND DOORS FL174990. 180
Model 185 SH . 08/05/16 .
TABLE 1 .
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
INCHES
WIND
ULTIMATE
NOMINAL
POST / RAFTER
RISK
EXPOSURE
WIND SPEED
WIND SPEED
SPACING
INTERIOR
END
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
-'GROUND ANCHOR.'SCHEDULE:
ULTIMATE WIND SPEED (mph).
110-120.-180.140 ,1.50 :160 170 180.
�-
w
12'
14
16
301 Anchor
Detail- D
=
18
0
20
22
24
48"
Detail
Anchor
1
C
J
m
26
28
30
60" Anchor
e' tal11 C1 C.
NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18 gauge hat DETAILS 1C 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 j
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 LOCALZONING 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 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.
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 aQ 6" O.C. AVERAGE.
5. ALL FIELD FRAMING CONNECTfONS-SHALL F#12=14 xc3/4tSELF-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-MIAIMUM-GRADE90
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 ARETTOTREQUIREQFOR
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
B. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITS MODEL AT1252,-OR SLEEVE-ANCHOK*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 SUBG ESOILSSHAL-CBE-TE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTIO�R318.1 OTOUILDING 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 ARE2-Kr "� GA rS -F-0R U-GA FRAMING
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
�"Il' EiILD
ST. LL'CIE COL ABY
PL ICE
REVIL\\' ED
REV�\VLD
DATEDNSTBEKEPTON 30B
RCS� 1 IOWILL BEE'
Co. x ::.SPE�
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.
BEOL�T GIfa' ING, INC.
605i(�1 E Y AVENUE '.
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CAROLINA CARPOIKIS, INC._
6/20/17
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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 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 - 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 Goable PP ) (As applicable)
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL ENQ ELEVATION _
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NO\`,09Ak � � I /l�'''
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CAROLINA CAI TS, INC.
TYPICAL BOW RAFTER GABLE END 1014TYPICAL BOX EAVE RAFTER GABLE END ELEVATION, TYPICAL BOX EAVE RAFTER GABLE END ELEVATION — - '� 6/20/17
NOT TO SCALE NOT TO $ NOT TO SCALE BECHTOL ENGINEERING -
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26 GA GALVANIZED METAL ROOF PANELS FASTENED
TO RAFTERS WITH #12-14 x 3/4- SDF, s WITH CONTROL
SEAL WASHER @ AVERAGE 6' O.C. SPACING1
1 �24' 16'GA U-CHANNEL BRACE
J FASTENED TO RAFTER WITH
(2) #12A4 x 3/4' SDFs AT
EACH END (4 PER BRACE)
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
24' TO 30' RAFTER SPAN REQUIRES ATRUSSED RAFTER
AS SHOWN ON THIS SHEET
TYPICAL
-INTERIOR RAFTER/RO$T FRAME SECTION - BOW FRAME
NOT TO SCALE
LENGTH VARIES DEPENDING
-SEE'
TABLE 1
TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME
NOT TO SCALE
17 MAX. OPENING,
FOR ROLL -UP DOOR
WITH STRUCTURAL
HEADER
10- (TYPICAL)
26 GA GALVANIZED METAL ROOF PANELS FASTENED 26 GA. GALVANIZED METAL ROOF PANELS FASTENED
TO RAFTERS WITH #12,14 x 3/4' SDFs WITH CONTROL TO PURLINS WITH #12-14 x 3/4' SDFs WITH CONTROL
SEAL WASHER @ AVERAGE 6' O.C. SPACING SEAL WASHER AVERAGE 6' O.C. SPACING
12
3 1-.1/2' 18 GAUGE,FURRING
1
1 "24' 16 GA U-CHANNEL BRACE
J FASTENED TO RAFTER WITH
(2)#12-14 X 3/4' SDFs AT
EACH END (4 PER BRACE)
. 24' MAXIMUM RAFTER SPARON SINGLE RAFTER
>24'.TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
TYPICAL_ INTERIOR RAFTEROOST
FRAME SECTION - BOX EAVE = HORIZONTAL ROOF
NOT TO SCALE
LENGTH VARIES DEPENDING ON
NI IMMM ANTI SPACINP. n;: RAMrRC
SEE
TABLE 1
SHEET
P
1 OF 5
-
TYPICAL RAFTER/POST FRAMING PLAN -.BOX EAVE
NOT TO SCALE
OPENING FOR SWINGING
DOOR WITH NONSTRUCTURAL
HEADER
`/ �/ VI'CrvlrvL+rVK VYInuuYYYYIIK
NONSTRUCTURAL HEADER
AND WINDOW RAIL
TYPICAL SIDE WALL OPENINGS FRAMING PLAN (Also 2=11cable to End Walls) .
NOT TO SCALE
24' 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4' SELF.-DRI WNG
SCREWS AT EACH END
(4 PER BRACE)
NOT TO SCALE
ROOF EXTENSION OPTION OCTURE STANDARD LEAN-TO OPTION
TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN)
NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER)
. SEE
TABLE 1
3
4"
SEE
TABLE 1
SHEET
1OF5
LENG VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
`24' 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4' SDFs AT
EACH END (4 PER BRACE)
KIMUM RAFTER SPAN ON SINGLE RAFTER
RAFTER SPAN REQUIRES A TRUSSED RAFTER
AS SHOWN ON THIS SHEET
TYPICAL INTERIOR
RAFTERIP.OST FRAME SECTION - VERTICAL ROOF
NOT TO SCALE
1-1/2-18:GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12;14 x'314' SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48' O.C. .
6'
TYPICAL .
POST/RAFTER FRAMING PLAN - VERTICAL ROOF
NOT TO SCALE
WELD ALL WEB
CONNECTIONS,
BOTH SIDES
TYPICAL BOW -RAFTER GABLE END FRAMING PLAN
NOT TO SCALE -
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
FULL 6' WELD
BOTH SIDES
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER -.BOW
NOT TO SCALE
FULL 6' WELD
BOTH SIDES
2-1/4' FOR
12 GA FRAMING
1-1/2' 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x 3/4' SDF
SPACED NOT MORE THAN 48- O.C.
2. 6 GA. METAL ROOF
PANEL
TS RAFTER
ROOF PANEL ATTACHMENT
(ALTE S'JATf",,OFPANELS)
�e�TL
Not To/o
WELD ALL WEB 16 GAUGE U-CHANNEL BRACE CAROLINA CAFMA
CONNECTIONS, FASTENED TO THE POST AND
BOTH SIDES — RAFTER WITH (2) #12-14 x 3/4' SDFS
_ ATEACH (4 PER BRACE)
24'-1" TO 30' TRUSSED RAFTER - BOX EAVE BRACE SECTION BECHTOL ENG/NEER/N
AND 1ES71NG Inc.
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SHEET 3 OF 5
MINIMUM
INSTALL 1/2'x MINIMUM S EXPANSION ANCHOR INSTALL 1/2' x MINIMUM 5- EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6''OF EACH THROUGH BASE RAIL WITHIN 6' OF EACH DRILL 5/8' HOLE THROUGH THE 2' WASHERS DRILL 5/8° HOLE THROUGH THE
RAFTER/BOW POSTS ALONG SIDES OR INSIDE RAFTER POST ALONG SIDES AND INSIDE BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO
EVERY OTHER END WALL POST ALONG END ANCHOR EYE WITH 1/2' DIAMETER TS CONTINUOUS ANCHOR EYE WITH 1/2' DIAMETER
WALL SECTIONS EVERY OTHER END WALL POST ALONG END THROUGH -BOLT BASE RAIL THROUGH -BOLT
WALL SECTIONS
—1 (--2' MINIMUM MIN. 6° TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT
OR STABLE GROUNDSURFACE,, OR STABLE GROUND SURFACE,
MINIMUM 2-1/2• EMBEDMENT
12-
ONOLITHIC 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 .2'WASHERS
BASE RAILANDSECURETO
ANCHOR EYE. WITH 1/2- DIAMETER y—TS CONTM
THROUGH -BOLT, BASE RAIL
(SEE GROUND,ANCHOR
MINIMUM 4' SCHEDULE, SHEET 7 OF 5,
FOR REQUIRED -ANCHOR)
L CONTINUOUS4'.
CONCRETE PAVEMENT
EYE ANCHOR
1E CONCRETE BASE RAIL ANCHORAGE
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 C
NONSTRUCTURAL HEADER
2"x2'x2' 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)
AND RAFTER CHORD/RAIL WITH
(4)41 4-x-3/4_S .s 2 ON
TOP OR BOTTOM, 2TON SIDS --
NOTE: AT ROLL -UP DOOR
OPENINGS, POST SHOULD
BE FLUSH WITH RAIL END.
CUP POST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
POST TO RAIL, TRUSS CHORD, OR
4 TU NON-STBllCRAL HEADER CO.NN. DETAIL
Not To Scale
MINIMUM 2-1/2' EMBEDMENT
MINIMUM 4'
CONTINUOUS 4' CONCRETE PAVEMENT
1B CONCRETE BASE RAIL ANCHORAGE
Not To Scale (OPTIONAL- OPEN CARPORTS ONLY)
24.16 GA U-CHANNEL BRACE (57 TO T POST)
48' 16 GA U-CHANNEL BRACE.(8'TO 14' POST)
BRACE ANGLE SHALL BE MIN.45°
TO MAX. 60° FROM HORIZONTAL
NIPPLE TO :3116'
RAFTER
TS RAFTER
6- LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4) #12-14 x-3/4' SDPs
TS RAFTER POST
BOX EAVE RAFTER/POST DETAIL
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,
(2a ONTOP. (2) ON SIDE
ITS CONTINUOUS BASE RAIL
5 END POST/BASE RAIL CONN-
Not To Scale
EYE ANCHOR ,
5/8- ROD 48' LONG
WITH 6- HELIX
OR
5/8' ROD 60' LONG (SEE GROUND ANCHOR.
WITH HELD(, SCHEDULE; SHEET 1 OF 5;
AS APPLICABLE FOR REQUIRED -ANCHOR)
BASE RAIL DEEP ANCHORAGE
1 C Not To Scal6
BOW RAFTER
NO SCREWS
REQUIRED
IN BOW BEND
WASHERS
BASE RAIL
EYE ANCHOR U (SEE GROUND ANCHOR
5/8- ROD 30- LONG SCHEDULE. SHEET 1 OF 5,
WITH DBL 4" HELIX FOR APPLICABILITY)
Sr-,�BASE RAIL ANCHORAGE
Net To Scale
4' 16 GA U-CHANNEL BRACE (5' TO T POST)
48' 16 GA U-CHANNEL BRACE (8' TO 14' POST)
9-1/2'W.3-
BRACE ANGLE SHALL BE MIN.45°
TO MAX. 60- FROM HORIZONTAL NIPPLE TO 3/16'
BASE RAIL
6'
g� 6' LONG TS NIPPLE -
SECURE RAFTER AND POST TO
NIPPLE WITH (4) #12-14 x 3/4'
TS RAFTER POST SELF -DRILLING FASTENERS
no BOW RAFTER/POST DETAIL
Not To Scale
TS POST
2'. x 2".x 2' 16 GA ANGLE CUP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAILIGIRT WITH (4) #12-14 x 3/4' SDFs
(2) ON TOP OR BOTTOM, (2) ON SIDE
TS NONSTRUCTURAL
HEADER
FOR
NON-STRUCTURAL HEADER, WINDOW
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
RAFTER POST
CONTINUOUS BASE RAIL
POST/BASE RAIL CONN. DETAIL
J Not To Sple
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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
END POST
END POST/RAFTER CONN. 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; SDPs, 2 ON TOP,
1-112" 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
I1 CONNECTION DETAIL .
t AA NM To Scale
#12-14 x 3/4" SDF
@ 12" O.C.
CURTAIN I 1118 GA.
ROLL -UP DOOR GUIDE TO POST
CONNECTION DETAIL
Not To Sca a----0U TAIN.28,W�akankqd steel With
baked on epoxy primer & polyester op
NIPPLE
DBL. HD
S NIPPLE
ACH WITH
K 3/4"
.LING FASTENERS
POST
RAFTER POST/DBL. HEADER 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) #12714 x 3/4" St
TOP AND BOTTOM
1-1/2" x 171/2" x 2' 16 GA CLIP ANGLE
SECURE TO RAFTER AND GABLE
RAIL WITH (4) #12-14 x 3)4. SDPs,
2 ON TOP, 2 ON BOTTOM
RAFTER POST
LONG TS NIPPLE
1/8• SECURE WITH (4) #12-14 x 3/4"
r� SELF -DRILLING FASTENERS
—DOUBLE TS HEADER
LL// NIPPLE TO
,\ DBL. HDR.
RAFTER POSTMEADER DETAIL
Not To Scale
RAFTER
TO � 3/16'
RAFTER _-
TS RAFTER 12" LONG TS. NIPPLE.
SECURE POST. TO NIPPLE
WITH (4) #12-14 x 3/4" SDF's,
6' LONG TS NIPPLE
SECURE WITH (4) #12-14 x 3/4" SDPs
I 24" 16 GA U-CHANNEL BRACE (5' TO 7' POST)
6" LONG TS NIPPLE 42816 GA U-CHANNEL BRACE (8' TO W 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 NufToScale
1� 1 B% Not To Scale
TS POST
TS NON-STRUCTURAL
HEADER
------------- I I #12-14x3/4"SDF
---------- --- I @ 12' O.C.
I
I
I
I
-SWINGIt7GZ7OOR = -j INTERIOR EXTERIOR
(Size varies, see plan) I
POST
N
A SECTION--
Nat To Scale
6" LONG TS NIPPLE
SECURE EACH WITH (4) 912-14 x 314'
SELF -DRILLING FASTENERS
- /—TS POST
BASE RAIL
3/16' NIPPLE TO
BASE RAIL
RAFTER POST/BASE
�„� BASE RAIL CONNECTION DETAIL
Not To Scale
fS 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
-'ITS LEAN-TO RAFTER
2'S2"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
n POST / LEAN-TO RAFTER CONN. DETAIL
J Not Ta'Scale
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