HomeMy WebLinkAboutCarports Generic PlansFBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE TABLE 9
WIND SPEED RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
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APPROVAL PARTIALLY AVERAGE FASTENER SPACING
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER EXPIRATION ON -CENTERS ALONG RAFTERS OR
No. & DATE DATE OPEN ENCLOSED ENCLOSED PURLINS, AND POSTS OR GIRTS
MAXIMUM
STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R6 04l05/27 180 180 180 '(INCHES)
WIND ULTIMATE NOMINAL POST I RAFTER
26 Gauge AG Panel 12/15/20
RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC.- FL6702.1-R6 03/14/27 180 180 180 CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS
26 Gauge AG Panel 12/15/20
110 TO 150 89 TO 116 5.0 6 6
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.3-R6 03/14/27 N/A 164 143 I C
26 Gauge Dutch Lap Wall Panel 12/15/20 "
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 N/A NOTES: 1. Specifications applicable to 26.gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18
16x8 Flood Vent 02/28/21 gauge hat 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
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 COMPANY FL17996.5-R2 08/19/25 N/A 174 155 ULTIMATE WIND SPEED'(mph) METAL CARPORT INSTALLATION PLANS
Series 407 02/28/21 AND DETAILS AND FRAMING AND
110 120 130 140 150 160 170 180.
EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888'1-R6 12/31/21 N/A 180 174 12 FASTENER SPECIFICATIONS
Mode1.203 (12' Max. Width) 02/09/21
FL16806.1-R5 04/05/27 N/A 179 154 .-. 14 30'-Anchor FOR CONSTRUCTION IN THE STATE OF FLORIDA
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. Detail 1D
16
Steel Roll Up Sheet Door (12' Max..Width) 12/16/20 0
FL168o6.2-R5 04/05/27 v 18 PREPARED FOR:
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. N/A. 180 180 � CAROLINA CARPORTS INC.
Steel Roll -Up Sheet Door- (8' Max. Width) 12/16/20 9 20 48'Anchor, P.O. BOX 1263
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.3-R5 04/05/27 N/A 155 133 z 22 Detail•111 C DOBSON, NORTH CAROLINA 27017
,Steel Roll -Up Sheet Door - (16' Max. Width) 12/16/20 p 24
d PREPARED BY -
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL168.06.4-R5 04/06/27 N/A 180 172 m 26 BECHTOL ENGINEERING AND TESTING, INC.
Steel Roll -Up Sheet Door - (10' Max. Width) 12/16/20 f
28 60 Anchor 605 WEST NEW YORK AVENUE
WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R8 10/17/23 NIA 175 157 30 t Detail 1C DELAND, FLORIDA 32720
1 u27/2o r " Certificate of Authorization No. 00005492
Model 185SH
D'EfiAlI.S 1 :CAN D I D SHOWN ON SHEET 4 OF 6 r� W F ® R
NO
i'rq OFIS AND WINDOWS SryOWN MAY BESUPSTITUTED'FOR DIFfPR.ENj PRoDIJCT LINf+f fDt4ff.Mt?DEl s; I'RpVIPEO,jH FOLLOWING CONpIj�OIVs ARE MET: a �1 r
A PRODUCT SHALLHAVE A VALID FBC PRODUCT APPROVAL y 4( _,> P L 1A, \ O E I
B. COMPONENTS AREJNSTALLED ACCOROING TO MANUFACTURER'S INSTALLA710N REQIJ EMENTS. ' MAXIMUM;POST SPACING 1=OR DUTCH LAP IS.4.0'
Q
2. FRAKIING CONNECTIONS FOR DOOR AND, WINDOW FRAMES REMAIN THE SAME FOR 9013SCIT,UTEO PRODUCTS. ITEADERS AND WINDOW.RAILS MAY 8E RAISED OR LOWERED AS NECESSARY TO•ACCOMODATE � � " �� � � � � C O U �
Sl`1�.STITUTEO PRQDUCT.
OCC �G
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 THIS IS TO CERTIFY THATTHE CALCULATIONSAND n�
SET FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY -BACKS, SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE
UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN
f/
TM $E S RUCTU ES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY'I),CAPABLE OF -SUPPORTING -DEAD LOAD OF THE STRUCTURE A� APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS ACCORDANCE IT 2. E, T,,. h.. WITH THE REQUIREMENTS OF SECTION 1609OF
NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS,1k.lNbOWS, OR OTHER COMI?.ONENTS NOT LISTED IN THE FBC APPROVED ;PRODUCTS LIST (THIS SHEET), NOT PROVIDED AND INSTALLED' BY CAROU" CARPORTS, THE FLORIDA BUILDING CODE D ^
SEVENTH
EDITION (202D).
IMC.,;W jiICl1 EXERT ADDITIONAL LOADS ON,T)iE STRUCTURE SHA4is 8E AT THE OWNER'S RISi�. BECHTOL;ENGII>tEERING.AND TESTING, $1 TALL NOT BE RESPO, NSIRLE FOR STRUCTURAL DAMAGE OR ,FAILURE DUE TO'THE �✓
APPLICATION OF ADOITIONAL'.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 MEET THE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE
LOCATION OF THE BUILDING WITHIN THE STATE OF FLOROA. FILE
5• ALL FIELD FRAMING CONNECTIONS SHALL BE'#12-14 x 39' SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
BECHTQI:� EFt�( N TING, INC.
'
605 WEST•p1E RKAVE E F
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 .4XW1 :4 DELAND�L032720
WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
36
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.
8• CONCRETE ANCHORS. SHALL BE TAPCON REDHEAD LDT 1/2" x 6" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. Thomas 8e I: ..
Florida LI're d.38 ATE rip <C/
_
9, POST/RAFTER .BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS.
a
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 CA AIRPORTS, NC. C.
FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.
SEVENTH EDITION (2020) - BUILDING. MINIMUM ALLOWABLE
11. 14 GA FRAMING: 2-1/2" x 2-1/2" TUBE STEEL (TS) WITH 2A/4" x 2-1l4" TS NIPPLES. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
12 GA FRAMING: 2-1/4" x 2-1/4" TS WITH 2" x 2" TS NIPPLES.
01/05/2021
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 M 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 AAID7E8T/NG, Inc. -Ib
G21oD1
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. WH°b IOW° .W- n� uro� a��
"�1°""�""�'"'00pnm
� TB SHEET 1 OF 6
BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOND FRAME RAFTER UTILITY BUILDING - HORIZONTAL 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 TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE NOTTO'SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
BOX_ EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOX SAVE. FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG HORIZONTAL ROOF
FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable) (As applicable) (As applicable)
ENCLOSED LENGT 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
FLOOD VENT (As applicable).
ROLL -UP DOOR SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR.
(As applicable)
(As applicable)
(As applicable)
(As applicable)
r72_i_
ENCLOSED LENGT VARIES
_
----
-
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION
TYPICAL END ELEVATION.
TYPICAL SIDE ELEVATION TYPICAL END: ELEVATION
1 I I I 1
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO.SCALE
\ \ TkFq�CALE
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BECUti IAGINEERING AND T Imo, INC.
605 WF�T NEWYORK N �_
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CAR0L��iIA 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
ECUTOGENGINEERING
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NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
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SHEET 2 OF 6
-4
26 GA GALVANIZED METAL ROOF'PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
12
� 3
j 24" 16 GA U-CHANNEL BRACE
J FASTENED TO RAFTER WITH
(2) #12-14 x 3W SDF"s AT
EACH END (A PER BRACE)
24' MAXII.SL U RAFTER SPAN OI4 SINGLE RAFTER
-24'TO 301 RAFTER SPAN REQUIRES A TRUSSED RAFTER
TYPICAL
INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME
NOT TO SCALE
TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME
NOT TO SCALE
0" (TYPICAL)'
GA. GALVANIZED METAL ROOF PANELS
3TENED TO RAFTERS PER MANUFACTURER'S_
TALLATION INSTRUCTIONS12
3
24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2)'#12-14 x3/4" SDF's AT
EACH END (4 PER BRACE)
24' MA
O
>24' TO 30'
Pn
TYPICAL INTERIOR RAFTER/POST
FRAME SECTION - BOX EAVE - HORIZONTAL ROOF
NOT TO SCALE
TYPICAL RAFTER/POST FRAMING PLAN - BOX SAVE
NOT TO SCALE
SEE
TABLE 1 OPENING FOR SWINGING
SHEET DOOR WITH NONSTRUCTURAL
1OF6 HEADER
TYPICAL SIDE WALL OPENINGS FRAMING PLAN
NOT TO SCALE
6"
WELD ALL WEB
CONNECTIONS,
BOTH SIDES
to
FULL 6" WELD
BOTH SIDES
OPTIONAL 24'=V TO 30' TRUSSED RAFTER - BOW
NOT TO SCALE
SEE
TABLE 1
SHEET
1 OF 6
GPEWNGFOR,
12, MAX. OPENING FOR.
ROLL -UP DOOR WITH
NON-STRUCTURAL
6'-
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
�
1-1/2" 18'GAUGE FURRING CHANNEL(PURLIN)
24.16 GA U=CHANNEL BRACE
FASTENED TO RAFTER WITH
(2).#12-14 x 3A' SDF'S AT
EACH END (4 PER BRACE)'
24' TO 3W
TYPICAL INTERIOR
RAFTERIPOST FRAME. SECTION - VERTICAL ROOF
NOT TO SCALE
1-112" 18 GAUGE FURRING. CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14x 314" SELF DRILLING
FASTENER SPACED NOT MORE THAN 48' O.C.
I -
.3
4
SEE
TABLE 1
SHEET
1 OF 6
I
I
LENG VARIES DEPENDING ON NUMBER`
AND SPACINGOF RAFTERS -I
TYPICAL
POST/RAFTER FRAMING PLAN - VERTICAL_ ROOF
NOT TO SCALE
TYPICAL
END WALL OPENINGS POST/RAFTER FRAMING PLAN
NOT TO SCALE
WELD ALL WEB
CONNECTIONS,
BOTH SIDES
_ 6'
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
TYPICAL.BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
FILE, COPY
24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 k 314" SELF -DRILLING,
SCREWS AT EACH END
(4:PER BRACE),
ROOF EXTENSION OPTION `- MAIN-STRUCTUR�, ` } I I I I 1 / STANDARD LEAN-TO OP N
TYPICAL LEAN-TO OPTIONS FRAMING PLA FROIIT [`,SHOWN)
�� ITV
NOT TO SCALE (BOX EAVE RAFTER SHOWN; ONLY STAN9 N T ! ' PLI r((-BOW FRAME RAFTER'
24" 16 GA U-CHANNEL BRACE (V TO 7' POST)
48" 16 GA U•CIHANNEL BRACE (V TO 14' POST)
BRACE ANGLE SHALL BE MIN. 30"
TO MAX. 45"'fROM HORIZONTAL
FULL 6° WELD
BOTH SIDES
OPTIONAL 24'-1" TO 30.' TRUSSED RAFTER - BOX EAVE
rug g Q
FREESTANDING
LEAN-TO FRAMING PLAN
INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT
ANCHOR OR 1/2" x MINIMUM 5-1/2' EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN W OF EACH
RAFTER POSTS ALONG SIDES AND EVERY END
WALL POST ALONG END WALL SECTIONS
(r4"MINIMUM _I I•"-2" MINIMUM
2-1/2" EMBEDMENT
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #6s CONTINUOUS
CONCRETE BASE RAIL AN
I / t Not To Scale
DRILL5/8' HOLE THROUGH THE 2" WASHERS'
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 112" DIAMETER TS CONTINUOUS
OLT THROUGH-B�. A/ BASE RAIL
MINIMUMA'
CONTINUOUS 4"
CONCRETE.PAVEMENT
EYE ANCHOR
CONCRETE BASE RAIL ANCHORAGE
1 E Not ToScale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL`1B)
TS TRUSSED RAFTER CHORD,
OR NON-STRUCTURAL HEADER
T$ END POST ORDOOR/
WINDOW FRAME POST <
TS BASE/WINDOW RAIL OR
NON-STRUCTURAL HEADER
(12 GA IF ROLL -UP DOORFRAME)
6.
-
2"x2"x2" 16 GA ANGLE CLIP
SECURETO POST (EACH SIDE)
AND RAFTER;CHORD/RAIL WITH
(4) #12-14'x 3/4' SDFs, (2) ON
TOP OR BOTTOM, (2) ON SIDE
t�4
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
Y Not To Scaie
INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT
ANCHOR OR 1/2" x MINIMUM 5-1/2' EXPANSION ANCHOR
DRILL 5/8' HOLE THROUGH THE
THROUGH BASE RAIL WITHIN'B" OF EACH
BASE RAIL AND SECURE TO
RAFTER POSTS "ALONG SIDES AND EVERY END
ANCHOR EYE WITH 1/2" DIAMETER
WALL POST ALONG END WALL SECTIONS
THROUGH -BOLT
6"
MINIMUM 2-1/2" EMBEDMENT
MINIMUM
CONTINUOUS 4" CONCRETE PAVEMENT
CONCRETE BASE RAIL ANCHORAGE
Not To Scale (OPTIONAL - OPEN CARPORTS:ONLY)
24' 16 GA U-CHANNEL BRACE (5' TO T POST)
48' 16 GA.U-CHANNEL BRACE (IT TO 14+ POST)
BRACE ANGLE SHALL BE MIN..45'
TO MAX,. 60' FROM HORIZONTAL
NIPPLETO,, 3
RAFTER / V I
TS RAFTER
6" LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4) #12-14 x 3/4"'SDF's
BOX EAVE RAFTER/POST DETAIL
Lh Not To Scale
TS RAFTER POST
1-1/2. x 1-1/2' x 2716 GA CLIP
ANGLESECURETO
POST AND BASE RAIL
WITH (4) #12-14 x3/4" SDFS,
(2) ON TOP, (2) ON SIDE
`TS CONTINUOUS BASE RAIL
END POST/BASE RAIL CONN.
Not To Scale
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
WASHERS
-TS CONTINUOUS
BASE RAIL
EYE ANCHOR
5/8' ROD 48' LONG
WITH 6' HELIX
OR
5/8' ROD 60" LONG (SEE GROUND'A)NCHOR
WITH 7- HELIX, SCHEDULE, SHEET i OF 6+
AS APPLICABLE FOR APPLICABILITY)
BASE RAIL DEEP ANCHORAGE
Not To Scale
NO SCREWS
REQUIRED
IN BOW BEND_ 1 —a1-5"
TS BOW RAFTER;
24" 16 GA U-CHANNEL BRACE (S TO
4W 16 GA U-CHANNEL BRACE (&,TO
BRACE ANGLE -SHALL BE MIN. 45'
TO MAX. 60' FROM HORIZONTAL
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
�o� BOW RAFT��i`E�ll�� UK
co NolToScale MW
®®� CO i A �-�
ST, LUCIE C R � ��.
- -TS POST
2" x TX 2" 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER OR BOTTOM OF WINDOW
RAIUGIRT WITH (4) #12-14 x 3/4" SDF's
(2) ON TOP OR BOTTOM, (2) ON SIDE
NON-STRUCTURAL HEADER I I
TS WINDOW RAIL OR GIRT
FOR VERTICAL SIDING OPTION
NON-STRUCTURAL HEADER,. WINDOW
��6 RAIL, OR GIRT TO POST CONN. DETAIL
J Not To Scale
DRILL 5/8' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER
THROUGH -BOLT
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
WASHERS
-TS CONTINUOUS
BASE RAIL
EYE ANCHOR (SEE GROUId6 ANCFIOf2
5/8" ROD.30"'LONG SCHEDULE, SHEET 1 OF 6,
WITH DBL4" HELIX FOR APPLICABIPTY)
NIPPLE TO
BASE RAIL
BASE RAIL ANCHORAGE
1 D Not To Scale
6" LONG TS; NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12-14 x'3/4" SDPS
RAFTER POST
CONTINUOUS BASE RAIL
�) POST/BASE RAIL CONN. DETAIL
J Not To Scale
FILE COPY
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CAROLINA CARPORTS, INC.
3ENERIC PLANS FOR USE IN THE STATE OF FLORIDA
wm 61/05/2021
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2"x2"x2" 16 GA ANGLE CLIP
SECURE TO ROST AND
RAFTER WITH (4).#12-14x 3/4"
SDF's, (2) ON BOTTOM,
(2jON SIDE
OR
2"x4" 16 GA PLATE
SECURE TO EACH SIDE OF
TS END POST POST/RAFTER CONNECTION
WITH,(4) #12-14 x 3W'SDF's;
a (2) ON POST, (2) ON RAFTER
END POST/RAFTER CONN. 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 3W SDFs
(2).ON TOP; (2) ON SIDE
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'3W SDF's, (2) ON TOP,
(2) ON BOTTOM
TS GABLE RAIL
GABLE RAIL TO RAFTER POST
Sya�
o ScaNNECTION DETAIL
2-1/4" FOR.
12 GA FRAMING
2-1/2" FOR
16 GAUGE U-CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 x 3/4" SDF'S
AT EACH END (4 PER BRACE)
BRACE SECTION
Not To Scale
NIPPLE
DBL. HE
-S,NIPPLE
=ACH WITH
x 3W
LUNG FASTENERS
GA TS POST
(-,-�, .RAFTER POST/DBL. HEADER DETAIL
Not To Shale
1-1/2" x 1-112" x.2" 16 GA CLIP ANGLE
SECURE TO, RAFTER POST -AND
GABLE RAIL WITH (4)'#12=14x3/4"-SI
TORAND'BOTTOM y
1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE
SECURE TO RAFTER AND GABLE
RAIL WITH (4) #12-14 x 3W SDF's,
(2) ON TOP,,(2) ON BOTTOM
6" LONG TS NIPPLE
SECURE RAFTER AND POST
TO NIPPLE WITH (4) #12-14 x 314"
SELF -DRILLING FASTENERS
i RAFTER POST
1FTER.POST
NG TS NIPPLE
IRE WITH (4) #12-14 x.3(4"
-DRILLING FASTENERS
� DOUBLETS HEADER
NIPPLE TO
DBL. HDR.
r�RAFTER POST/HEADER DETAIL
Not To Scale
NIPPLE TO 3/16"
RAFTER /
RAFTER 12" LONG TS NIPPLE.
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4" SDFs,
24" 16 GA U-CHANNEL BRACE (5 TO T POST)
48" 16 GA U-CHANNEL BRACE (8' T0;14! POST)
GABLE RAIL BRACE ANGLE -SHALL BE MIN. 45-
TOWAX: 60' FROM HORIZONTAL
GABLE RAIL TO RAFTER POST
�� COfVNECTION DETAIL
l � �% Nol To Scale
TS LEG POST
14/2" 18GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x'3W SDI TS
SPACED NOT MORE THAN 48" O.C.
26 GA. METAL -ROOF
PANEL I TS BASE RAIL
RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
6" LONG TS NIPPLE
SECURE WITH (4) #12-14 x,3/4" SDF's
TS RAFTER POST
SIDE, EXTENSION
12, RAFTER/POST DETAIL
Not To Scale
CODE CO PLMNC
6,Ma LUCIE COUNTY
BQCC
TS LEG POST
POSTS
-"-I V-4" I -
TYPICAL FLOOD
VENT FRAMING PLAN
NOT TO SCALE
6" LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 3/4'
SELF -DRILLING FASTENERS
12 GA TS POST
RAIL
3/16" NIPPLETO
BASE RAIL
RAFTER POSUBASE
BASE RAIL CONNECTION DETAIL
v Not To Scale
TS RAFTERPOST
27x4" 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
_,-TS LEAN-TO RAFTER
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
�P02�STL/ LEAN-TORAFTER CONN. DETAIL
FILE COPY
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BEC1JT0L CNGINWpRMMD TESTING`, -I
605 WEST NEW YORK AVENUE
DELAMi P5ORIDA 32720 - •, i _
84
1' Max.
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—1 Thomas Beotl1ol, \�
Florida L(cense?�lo. \
/�f)III1110
SEE GENERAL NOTE ,No. 12, SHEET 1 OF 6.
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
AUSECIITOL ENGINEERING mxe
AND TES771NG, Ina
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SHEETS OF;6
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VERTICAL SIDE OPTION
GIRT
(Typical
SEE
TYPICAL END
WALL OPENINGS POSTIRAFTERIGIRT FRAMING PLAN
NOT TO SCALE
^WINGING DOOR
1CTURALHEADER
BOX SAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES
TYPICAL SIDE ELEVATION
NOT TO SCALE"
ROLL -UP DOOR SWINGING DOOR
(As applicable) , (As applicable)
TYPICAL END ELEVATION
NOT TO SCALE
GIRTS
(Typical)
1-112" 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.
rOPENING FOR SWINGING DOOR
WITH NONSTRUCTURAL HEADER
TF-
5
4
SEE
TABLE 1
SHEET
1 OF 6
&
s
5
3
ci =
o, g
v o
s
5
12' MAX. OPENING FOR
ROLL -UP DOOR WITH
STRUCTURALHEADER
4
4
4 _
4
4
5
�o
4
3
94"a
3.
4
5 '
OPENING FOR WINDOW WITH
NON-STRUCTURALHEADER
LENGTH VARIES DEPENDING ON NUMBERAND WINDOW RAIL
AND SPACING OF RAFTERS (Also applicable to End Walls)'
TYPICAL POST/RAFTERIGIRT FRAMING PLAN
NOT TO SCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES
ROLL -UP DOOR SWINGING DOOR
(As applicable). (As applicable)_
TYPICAL SIDE ELEVATION
NOT TO SCALE
6'
TYPICAL END ELEVATION
NOT TO SCALE
REVIEWED FUHt
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FILE COPY
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BECH�OL ENGINW*IN9WD TESTING; INC.
605 WEtT NEW;YORKAVENUE
DELAN9• P=RJDA 32720 —
Thomas Bedfb� ��• �� . �` ��
Florida Licensee 8