HomeMy WebLinkAboutBuilding Plans; Carolina CarportsFBC APPROVED PRODUCTS LIST RAND MAXIMUM ALLOWABLE TABLEI
RAMS, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
WIND SPEED RAFTER F
QA
PRODUCT "CATEGORY. SUB CATEGORY.. " MANUFACTURER L EXPIRATION
APPRO.VA PARTIALLY
AVERAGE FASTENER $PACING " • "
ON-CENTERS"ALONG RAFTERS OR
No. & DATE OPEN ENCLOSED ENCLOSED: URLINS, AND POSTS OR GIRTS
MAXIMUM
,__
STRUCTURAL COMPONENTS [ROOF CAROLINA CARPORTS, INC. ' j FL6 596A-R6 04/05/27 18.0 .180' 180 " (INCHES) "
"-2GGauge AG -Panel � 12/15/20 WIND.
I EXPOSURE
S I P SPACING
E URE
MIN ULTIMATE NOMINAL POST /RAFTER
• RISK O N SPEED ND, A INTERIOR " END
-STRUCTURAL COMPONENTS F STRUCTURAL WALL - - --CAROLINA CARPORTS, INC. FL6702.1-R6 03/14/27 . 180 • 180 180 CATEGORY CATEGORY . WI :(MPH) WIND
SPEED S(FEET) POSTS/RAFTERS POSTS/RAFTERS
`26-Gauge AG Panel .12/15/20. -
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.3-R6 03/14/27 N/A 164 143
26 Gauge Dutch Lap Wall Panel 12l15, �C. ' 1 _
•
0 TO 150 89 TO 1.16 5 0 6 6
%20
151 TO 180' . 117 TO 139 4.0 6 '6
STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS; INC., FL29622.1-R1 09/30/22 N/A N/A NIA NOTES: 1: Specifications. applicable to 26 gauge metal roof and Wall pan els.fastened -directly Io 12 or 14 gauge steel tube framing, or 18 .
16x8 Flood Vent 02/28/21 gauge hat channel roof purlins.
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
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY. FL17996.3-R2 08/26/25 N/A 139 139 requirements for other roof heights and/or slopes may vary.
-Series 402-14 02/28/21 GROUND ANCHOR SCHEDULE
- . EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANYFL17996.5-R2 08/19/25 N/A 174 155
Series 407
02/26/2i ULTIMATEWIND"SPEED (mph) METAL CARPORT INSTALLATION PLANS
110 .120- . •1.30 ' 140. -150 160. ' 170 180. AND DETAILS AND FRAMING AND
EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. - FL8888•1R6 - 12/31721 N/A 180 174 $
Model 203 (12' "Max: Width) 02/09/21 12 FASTENER SPECIFICATION
141;77
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R5 04/05/27 N/A 179 154 FOR CONSTRUCTION IN THE STATE OF FLORIDA
Steel Roll Up Sheet Door (12' Max. Width) 12/16/20 16;-PREPARED FOR. -
EXTERIOR DOORS _ . ROLL -UP CAROLINA CARPORTS, INC. 12/ -R N/A 180 180 . FL168D6 2 5 04/05/27 oil e16/20 .SteelR -Up She t Door -:(8' Max. Width). • 20'; hor�CAROLINA CARPORTS, iINC P O .BOX 1263EXTERIOR.DOORS ROLL -UP. CAROLINA CARPORTS; INC. FL16806.3=R5 04/05/27 N/A 155 133Z 22 DOBSON, NORTHCAROLINA 27017
C
Steel Roll. Up Sheet Door - (1.6' Max. Width). 0 -
12/16l2 0 24 - PREPARED BY.
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. / N/A 180 172. 26 .
FL1s806.4 R5 04/05/27 m BECHTOI ENGINEERING AND TESTING; INC
Steel. Roll -Up Sheet Door. - (10' Max. Width) 1ti16 20
28 60" Anc 605.WEST NEW YORK AVENUE
nor
WINDOWS SINGLE HUNG. MI WINDOWS AND DOORS FL1'7499.1-R8 . 10/17/23 " N/A 175 157 " . $0, zDeh 111C DELAND, FLORIDA 32.720
to ertifica of.Authorization No: 00005492
Model 185SH .
D NS
11 /27/20
NOTES:
DETAILS 1C AN 1D SHOWN 0 SHEET 4 OF 6 6I1� ,v1
I.. DOORS AND WINDOWS SHOWN -MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES. AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET:
A..PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL. O
"MAXIMUM POST SPACING I " INSTALLATION REQURIEMENTS. FOR DUTCH LAP S 4.0'
B. COMPONENTS ARE INSTALLED,ACCORDINGT.O MANUFACTURER'S
•
2. FRAMING"CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME, FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED AS.�,IECESSARY TO ACCOtv1ODATE
- SUBSTITUTED PRODUCT. "
NERAL NOTES IT
�® rOv
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 THIS ISTO CERTIFY THAT �I®
PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMEWS ARE THE RESPONSIBILITY OF OTHERS:, SPECIFICATIONS HEREIN"H B PfD �� -
UNDERSIGNED PROFESS ONA EER AND
THESE STRUCTURES AREDESIGNED AS NON -HABITABLE UTILITYJSTORAGE BUILDINGS RISK CATEGORY-] .CAPABLE OF SUPPORTING DEAD LOAD; OF THE STRUCTURE ANDAPPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS
2, ( ) • ACCORDANCE WITH THE REQMENTS OFSECN 1609 OF
NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS; WINDOWS,'OR OTHER COMPONENTS NOT LISTED'IN THE FBC APPROVED"RRODUCTS LIST (THIS SHEET), AND NOT, PROVIDED AND INSTALLED BY-CAROLINA CARPORTS, THE FLORIDA BUILDING CODE SEVENTH EDITION (2020).
INC;, 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 OR ZINC PLATED. . .
4• ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEETTHE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE
LOCATION OF THE BUILDING WITHIN THE, STATE OF FLORIDA. \��� S R
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.
BECATd -ENGINEER' AND STING, INC.
605 WEST NFW YO AVENUE "
, 6• .CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF.2500 PSI AT 28 DAYS. THE REINFORCING. STEELSHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6=W1 :4XIN1 :4 �
WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. DEEAN , FL•ORIDA o 3853
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. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.
Thortrd� ial, P ATE .
8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 1/2" x 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. Floddalic, A RIDP �\ \
9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. /
%J �oNAL
10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SEVENTH EDITION (2020) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC CARC�IIVA CARPORTS, INC.
SEVENTH EDITION (2020) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.
11. 14 GA FRAMING: 2-1/2" x 2-1/2" TUBE STEEL (TS) WITH 271/4" x 2-1/4" TS NIPPLES. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
12 GA FRAMING: 2A/4" x 2-1J4" TS WITH 2" x 2" TS NIPPLES.
.01/0512021
12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF BECHTOL ENGINEERING mkb. NTS OPENINGS SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT, PER AND TEMNG, Inc. oeua tb "` G2100. 1 "
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6.
SHEET 1 OF 6
-MIN InXA
BOW FRAME RAFTER UTILITY BUILDING -HORIZONTAL ROOF
BOW 'FRAME.RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF
FLOOD VENT (As applicable) SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR
(As applicable) (As applicable) " (As applicable) (As applicable)
RE
ENCLOSED LENGTH VARIES
NINE
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICALZOE 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 SAVE. FRAME RAFTER UTILITY BLDG.- HORIZONTAL ROOF
FLOOD VENT As applicable)' ROLL-UP.DOOR . "SWINGING DOOR ROLL -UP DOOR SWINGING DOOR
J
(As applicable) (As applicable) (As applicable) (As applicable)
s I- 6 _ -
Cl
I—s' � I
_ - _ ENCLOSED LENGTHVARIES i — __ __ �-_ i
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL: END ELEVATION .. _ TYPICAL END ELEVATION--
. SIDE ELEVATION
NOT TO SCALE NOT TO SCALE NOT T. SCALE ' NOT TO SCALE E NOT TO SCALE
NOT TO SCAL , .
OX EAVE FRAME RARPORT - VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG!- VERTICAL "ROOF BOX EAVE FRAME, RAFTER UTILITY BLDG - VERTICAL, ROOF
FLOOD VENT (As applicable). 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. I e I I I ►TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE NOT TO.SCALE NOT TO SCALE NOT TO SCALE \�\ c R d40T /SALE
O LICEN C i
BECK OL ENGIN RING AND TE ONO; INC.
'05 W)_S *EVI YORK iB853
DELAND• OfJIDA 32720 =
Thomas B'ec.2. ORIDP ,
r77
Florida LiceR�e
AL
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION 01/05/2021 .
NOT TO SCALE NOT TO SCALE NOT TO SCALE u BECHTOL ENGINEERING mkb
AND TESflNG, Ina -
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1/2. x'MINIMUM 5" TAPCON REDHEAD LOT INSTALL 1/2' x MINIMUM 5" TAPCON REDHEAD LDT
OR 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR ANCHOR OR 1/2' x MINIMUM 5-1/2" EXPANSION ANCHOR . DRILL 5/8' HOLE THROUGH THE. 2"WASHERS DRILL 5/8' HOLE THROUGH THE Y WASHERS
H BASE RAIL.WITHIN 6' OF EACH THROUGH BASE RAIL WITHIN 6' OF EACH BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO
POSTS ALONG SIDES AND EVERY END RAFTER POST$'ALONG SIDES AND EVERY END ANCHOR EYE WITH 1/2' DIAMETER TS CONTINUOUS ANCHOR EYE .WITH :1/2' DIAMETER TS CONTINUOUS
ST ALONG END WALL SECTIONS WALL POST ALONG END WALL'SECTIONS _THROUGH -BOLT E RAIL THROUGH -BOLT.. RAIL
BASE L BASE
4" MINIMUM2" MINIMUM MIN. 6" TOP OF ASPHALT PAVEMENT . TOP OF ASPHALT PAVEMENT
R S STABLE
OR STABLE GROUND SURFACE OR E GROUND SURFACE.
— —MINIMUM 2-1/2' EMBEDMENT EM I REYE ANCHOR
MINIMUM 2-1/2' BEDMENT
! ' OD 48' ON
,.
WITH 6' HELIX
OR
12' 5/8' ROD 60" LONG (SEE'GROUNDANCHOR EYE ANCHOR (SEE GROUND. ANCHOR
MINIMUM 4" WITH T HELIX, SCHEDULE, SHEET 1 OF•6, 5/8" ROD 30" LONG. SGHEDULE,.SHEET.1 OF 6,.
�. AS APPLICABLE FOR APPLICABILITY) WITH DBL 4' HELIX FOR APPLICABILITY)
2
MONOLITHIC CONC. FOOTING (2500 I MIN.)
CONTINUOUS 4" CONCRETE PAVEMENT
REINFORCED WITH 2 #5's CONT OUS
CONCRETE RAIL ANCHORAGE —�—"'
C®NGR�E � Bey = RA1'L,ANNCH`O�R, ,G g.: 0
ASE =ASE
1 p1 - . Not To Scale (OPTIONAL - OPEN CARPORTS ONLY) (; B ®� --
RAIL DEEP ANCHORAGE Not RA L--ANCHORGE
Not To Scale ' - - - _ _ Not 7o Scale - - - -
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DRILL 5/8 HOLE THROUGH THE 2' WASHERS 24" 16 GA U-CHANNEL BRACE (5`TO T POST) TS BO
BASE RAIL AND SECURE TO 48" 16'GA U-CHANNEL BRACE (8' T0.14' POST)
ANCHOR EYE WITH 1/2" DIAMETER
W RAFTER. 8".LONGTS NIPPLE
TS CONTINUOUS BRACE ANGLE SHALL BE MIN: 45 SECURE POST TO NIPPLE'
THROUGH -BOLT BASE RAIL TO.MAX. 60° FROM HORIZONTAL NO SCREWS s
WITH (4) #12 14 x 314". SDF'
REQUIRED
IN B
NIPPLE TO 3116: BOW END 5'
RAFTER .. -
4" 16 GA U-CHANNEL BRACE(5' TO T POST)
S OS
TS RAFTER 48' 16 GA U=CHANNEL BRACE (8' TO �14' POST) T RAFTER POST
9-1/2' BRACE ANGLE SHALL BE MIN:45°
TO MAX. 60° FROM HORIZONTAL NIPPLE TO 3/16"
SEE GROUND ANCHOR BASE RAIL °
' •. ( 6' i i TS CONTINUOUS BASE RAIL -
SCHEDULE, SHEET 1 OF 6, 6�
MINIMUM 4" 6- LONG TS NIPPLE
FOR REQUIRED ANCHOR) SECURE POST TO NIPPLE WITH 3'
(4) #12A4 z 314". SDFs
u 3' 6" LONG TS NIPPLE.
SECURE RAFTER AND POST TO
CONTINUOUS 4" ° NIPPLE WITH 4 #12-14 x 314'
CONCRETE PAVEMENT TS RAFTER POST T RAFTER ST SELF -DRILLING FASTENERS
S RA PO
®SASERAILCO P N N.E-�TAI
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CONCRETE BASE RAIL ANCHORAGE "°'T°S°a'e N°tT°S`a'e
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Not To Scale OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUMEDGEDISTANCE SHOWN IN DETAIL 1B) ..
TS POST.
2" x 2' x 2" 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
TS RAFTER POST HEADER, OR BOTTOM OF WINDOW
TS TRUSSED RAFTER CHORD, RAIL/GIRT WITH (4) #12-14 x 3/4" SDPs \�� p,S- R
OR NON-STRUCTURAL HEADER (2) ON TOP OR BOTTOM, (2) ON SIDE '
17
BECOf fQ*0 � �94N • STING, INC.
TS END POST OR DOOR/ - 605 `REST NEW YORK AVENUE
WINDOW FRAME POST 2"x2'x2" 16 GA ANGLE CLIP DELAND FLORIDA 3 38 0
SECURE TO POST (EACH SIDE) 1-1/2" x .1-1/2' x 2' 16 GA CLIP TS NON-STRUCTURAL HEADER =
TS BASEIWINDOW RAIL OR AND RAFTER CHORD/RAIL WITH ANGLE SECURE TO
NON-STRUCTURAL HEADER (4) #12-14 x 3/4" SDFs, (2) ON POST AND BASE RAIL
(12 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE WITH (4) #1244 x 3/4" SDFs„
(2) ON TOP, (2) ON SIDE
,
NOTE:' AT ROLL -UP -DOOR ThomeStell P -S rA
Floridarkic Np.
OPENINGS, POST SHOULD F �\
�TS WINDOW RAIL OR GIRT. •
BE FLUSH WITH RAIL'END. FOR VERTICALSIDING OPTION
CLIP. POST TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.
TS CONTINUOUS BASE RAIL NON—STRUCTURAL HEADER, WINDOW
POST TO RAIL, TRUSS CHORD, OR ENS D POST%BASE RAIL_ C(U RAIL, OR GIRT TO POST CONN. DETAIL
NON-STRUCTURAL HEADER CONN. DETAIL 5No TScale 6 Not ToS�le
Not To Scale
FILE COPY
NIPPLE TO 3/16'
B
D L. HDR.
TS RAFTER POST
6" LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 3/4'
••
.
. -
SELF -DRILLING FASTENERS
. .
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- -
6" LONG TS NIPPLE
..
2'x2"4' 16 GA ANGLE CLIP
x 3/4'WITH
TSNIPPLE
"'LONG T
SECURE W (4) #127.14 x 3/4'
12 GA TS POST
SECURE TO POST AND
RAFTER WITH (4) #12-14 x 314"
(4) #12-14
SELF -DRILLING ' FASTENERS
1/8'
r�
i
SELF -DRILLING FASTENERS
SDF's, (2)- ON BOTTOM,
o
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o i
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o
o
-
2 GA DOUBLE TS HEADER
TS END POST
POST/RAFTER CONNECTION
LJ
LJ
WITH (4)#12-14x.3/4'SOPS.
(2) ON POST, (2).ON RAFTER
2 GATS POST
3/16" NIPPLE TO
DBL HDR .
NIPPLE TO
EASE RAIL
IL
POST/BASE' .
EN[�OST�"/RAFTER C.ONN TDE�T?4IL
RAFTER PQSI"/DBL..HEADER D.ETALL
RAFTER POST/HEADER DETAIL
_
BASE RAIL.CONNECTION DETAIL
es
Not i o acme ,
Not To Scale
Not To Scale
Not To Scale
1-1/2" x 1-1/2". x 2" 16 GA CLIP ANGLE
SECURE TO RAFTER POST AND
-
TS RAFi R POST
E
GABLE.RAIL'WITH (4) #12-14 x 3/4" SDF's,
NIPPLE TO 3/16" 6" LO,NG.TS NIPPLE .
TOP AND BOTTOM ..
' RAFTER
SECURE WITH 4) #1 14 x 3/4' SDF's
2"x4' 16 GA PLATE (ONE REQUIRED)
SECUTOEIT.HER SIDE OF
TS RA �ERWITH
SECUREPOSTtoNIPPLEp
POST/RPLE.RAFTER CONNECTION
WITH (4) #12 14 x 3/4 SDFs,
1-1/2' x 1-1l2'-x 2' 16 GA CLIP
'(4) #12=14 z 3/4NSDF's,
� �
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(2) O OS T (2TS
-
ANGLE SECURE TO RAFTER .
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1-1/2" x 1-1/2' x 2' 16 GA CLIP. ANGLE
;-
LEAN-TO RAFTER
•
#12-14 x 3/4'.SDF's, (2) ON TOP,
SECURE TO RAFTER AND GABLE
_,
'
• , •
•
1-1/2' x 1-1/2' x 2' 16 GA (2) ON BOTTOM
CLIP ANGLE SECURE TO
RAIL WITH (4) #12 14 x 3/4' SDFs,
(2) ON TOP (2 ON BOTTOM
(
F-6
RAFTER -POST AND GABLE
RAIL WITH (4) #12-14 x 3/4" SDFs'
(2) ON TOP, (2) ON SIDE TS GABLE RAIL
T4�4" 16 GA ANGLE CLIP
24" 16 GA U-CHANNEL BRACE (V TO T POST)
D14
TS RAFTER POST
6"LONG TS NIPPLE 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST):
RAFTER WISECURETTH #12 x 3/4"
O.
.
A RAIL
SECURE RAFTER AND.POST TS GABLE L
BRACE ANGLE SHALL BE MIN.45"
SDF's, (2).ON RAFTER,
TO NIPPLE WITH (4) #12-14. x 3/4'
TO MAX. 0° FROM HORIZONTAL
6
ER
TS RAFT POST
(2) ON POST
SELF -DRILLING FASTENERS
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TS POSTS
.
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(2)
SPACED NOT MORE THAN 48' o.c:
TS RAILS
.
,
6
.
BE�HTO ENGIpAthCE��y�py��N,.G AND TING INC:
605 W NEW YORR'RGENB®3$
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a
DELL%= FLORIDA. 32720
26 GA. METAL ROOF
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TS BASE RAIL
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14 GA FRAMING
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•
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/jj
16 GAUGE U-CHANNEL BRACE
TS RAFTER
VENT FRAMING PLAN. .
\�\�
FASTENED TO THE POST AND.
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NOT SCALE
TO
CAROLINA CARPORTS INC.
AT EACH END (4 PER BRACE)
R®OFjPANEL,ATTACHMEyNT„
�
--
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA.
�•
B{RACE4SECTI(JN
(ALTERNATE FOR VERTICAL ROOF PANELS)
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Noi oT scale'-� _ `-
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SEE GENERAL NOTE NO. 12, SHEET 1 OF 6:
mu BECHTOL ENG/NEER/NG
mkb
01/0512021
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VERTICAL'
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_
SEE
TABLE 1 OPENING FOR SWINGING DOOR
SHEET WITH NON-STRUCTURAL HEADER
11 /2"'18 GAUGE 6URRING'CHANNEL,FASTEIVED TO
OPENING FOR SWINGING DOOR
WITH NONSTRUCTURAL HEADER
T
OF 6
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5
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ip .' .
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a . '
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s ..
STRUCTURAL HEADER
a
a.
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;.. TYPICAL END.
_ _ _
OPENINGFOR WINDOW. WITH
.. _
-WALL OPENINGS.POST/RAFTER/GIRT' FRAMING PLAN.'
LENGTH VARIES DEPENDING ON NUMBER-
NON-STRUCTURAL HEADER;
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