HomeMy WebLinkAboutRSmith EngineeringFBC APPROVED PRODUCTS LIST
PRODUCT CATEGORY I SUBCATEGORY
STRUCTURAL COMPONENTS ROOF DECK
STRUCTURAL COMPONENTS I STRUCTURAL WALL
STRUCTURAL COMPONENTS I FLOOD VENT
EXTERIOR DOORS I SWINGING
EXTERIOR DOORS I SWINGING
EXTERIOR DOORS I ROLL -UP
EXTERIOR DOORS I ROLL -UP
WINDOWS I SINGLEHUNG
EXTERIOR DOORS I ROLL -UP
EXTERIOR DOORS I ROLL -UP
EXTERIOR DOORS I ROLL -UP
MANUFACTURER
CAROLINA CARPORTS, INC.
26 Gauge AS Panel
CAROLINA CARPORTS, INC.
26 Gauge AG Panel
CRAWL SPACE DOOR SYSTEMS, INC.
16x8 Flood Vent
ELIXIR DOOR AND METAL COMPANY
Series 402-14
ELIXIR DOOR AND METAL COMPANY
Series 407
ASTA INDUSTRIES INC.
Model 203 (12' Max. Width)
CAROLINA CARPORTS, INC.
Steel Roll Up Sheet Door (12' Max. Width)
MI WINDOWS AND DOORS
Model 185 SH
CAROLINA CARPORTS, INC.
Steel Roll -Up Sheet Door -8' Wide
CAROLINA CARPORTS, INC.
Steel Roll -Up Sheet Door -19 Wide
CAROLINA CARPORTS, INC.
Steel Roll -Up Sheet Door -1W Wide
MAXIMUM ALLOWABLE
WIND SPEED
PARTIALLY
OPEN ENCLOSED ENCLOSED
180 180 1 180
180 180
NIA N/A
N/A 139
NIA 165
NIA 180
N/A 158
N/A 175
N/A 180
WA 180
WA 1 155
180
NIA
138
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
WIND ULTIMATE NOMINAL POST I RAFTER (INCHES)
RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR I END
CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS
110 TO 150 89 TO 116 5.0 6 6
I C
151 TO 180 117 TO 139 4.0 6 6
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 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.
GROUND ANCHOR SCHEDULE
147
OA
APPROVAL
EXPIRATION
No. & DATE
DATE
FL6596.1-R5
04/05/27
10/10/17
FL6702.1-R5
03/14/27
10110/17
FL29622.1
09/01/20
05/15/19
FL17996.3-R1
09/14/20
01/29/18
I162048'
FL17996.5-R1
09/14/20
01/29/18
172
FL8888.1-R5
12131/20
10/07/17
FL16806.1-R4
11/1 V20
06/18119
FL17499.1-R5
10/17/23
03/27/19
FL16806.2-R4
11/11/20
06/18/19
FL16806.4-R4
11/11/20
06/18/19
FL16806.3-R4
11111/20
06/18/19
MAXIMUM ALLOWABLE
WIND SPEED
PARTIALLY
OPEN ENCLOSED ENCLOSED
180 180 1 180
180 180
NIA N/A
N/A 139
NIA 165
NIA 180
N/A 158
N/A 175
N/A 180
WA 180
WA 1 155
180
NIA
138
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
WIND ULTIMATE NOMINAL POST I RAFTER (INCHES)
RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR I END
CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS
110 TO 150 89 TO 116 5.0 6 6
I C
151 TO 180 117 TO 139 4.0 6 6
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 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.
GROUND ANCHOR SCHEDULE
147
ULTIMATE WIND SPEED (mph)
110 120 130 140 150 160 170 18
174
12
138
14r
16157
180
I162048'
Anchor
22 Detail 1C
172
z
Ei
J
m
24
26
28 60' Andral
133
30 Detail lC
DETAILS 1C AND 1D SHOWN ON SHEET 4 OF 6
I . DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES ANDIOR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET'.
A PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL
B COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REOURIEMEN 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 NECESSARY TO ACCOMODATE
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, INGRESSIEGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
2, THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS
NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FSC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS,
INC., 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, 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 FLORIDA.
5, ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 314' 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 AXW1 .4
WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.
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 LOT 112' x 5' OR EQUIVALENT OR WEJ-IT ANKR-TtTE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT.
9, POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS.
10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SIXTH EDITION (2017)- RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH
EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.
11. 14 GA FRAMING: 2-112' x 2-1/2' TUBE STEEL (TS) WITH 2-1/4"x 2-114' TS NIPPLES.
12 GA FRAMING: 2-1/4'x 2-1/4' TS WITH 2' x 2" TS NIPPLES.
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
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
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6.
METAL CARPORT INSTALLATION PLANS
AND DETAILS AND FRAMING AND
FASTENER SPECIFICATIONS
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 Authorization No. 00005492
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.
\\1T 11111111/7/7
♦��`� ......BFC
BE(I$W&dNGAN- ESYING,INC.
EQW ORIDA 32�7YNa;QR i
DIM
'icSSIONP� `♦
7j I1111111I0
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
012020
BECHTOL ENG/NEER/NG mkb O ` NTS
AND TPa7rNG G,e
ave.ma.mm.o�ermo.enaw�own.�an.,wm� '� Ib "O"n G20001
SHEET OF
BOW FRAME RAFTER OPEN CARPORT- HORIZONTAL ROOF
BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF
BOW FRAME RAFTER U T II-I"I Y BUILDING - HORIZONTAL ROOF
FLOOD VENT (As appf>CabiWe)
ROLL -UP DOOR SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR
(As applicaUe) (As applicable)
— (As applkaNe) (As applicable)
- - =—
ENCLOS£D 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
FLOOD VENT (As applicable)
ROLL -UP DOOR SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR '
(As applicab!e) {As applicable}
(As appliealAe) (As applicable)
-
-- --
ENCLOSED LENGTH VARIES - - --- i
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 VFRTICAL ROOF
BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOD
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF
FLOOD VENT (As applicable)
ROLL -UP DOOR SWiNGM DOOR
ROLL -UP DOOR SWINGING DOOR
– —
(As applicable) (As applicable)
a a ica
— ( pp }
i s
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
B NG A[�iTi%TINGa, INC.
645 j! YORK AVENUE
FLORIDA
_32
(iertificeleafAr>tli��YOt�'Caif.`a�
P.E. F }
FWIi a
CAROLI o*bRT, 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 a 01120M
BECHTOL ENGINEERING . Lu
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
rnkb NTS
AND 7ES71NG, Ghln
Oe'�" lb '"6"a' G21)fl4f
m+rina3 aea[et�w, rans�a�n.a, ew w.eowi rsxrwa
SHEET 2 OF B
26 GA. GALVANIZED METAL ROOF PANELS 28 GA. GALVANIZED l.4ETAL ROOF PANELS 26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TO RAFTERS PER l.4ANUFACTURER'S FASTENED TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS INSTALLATfONiNSTRUCTIONS INSTALLAT014INSTRUCTIONS
123 a O3 1-112' 18 GAUGE FURRING
r1 CHANNEL (PURLIN)
TYPICAL TYPICAL INTERIOR RAFTER/POST
INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME FRAME SECTION - BOX EAVE - HORIZONTAL ROOF
NOT TO SCALE
LENGTH VARIES DEPENDING ON
SEE
TABLE 1
SHEET
TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME
NOT TO SCALE
12' NW, OPENING
FOR ROLL -UP DOOR
WITH STRUCTURAL
10' (TYPICAL)
NOT TO SCALE
LENGTH VARIES DEPENDING ON
UI IE4RGp Amin QDbriur. nG PLI rGpa
SEE
TABLE 1
SHEET
1OF6
TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE
NOT TO SCALE
SEE
TABLE 1 OPENING FOR SWINGING
SHEET DOOR WITH MON-STRUCTURAL
1OF6 HEADER
NON-STRUCTURAL HEATDER
TYPICAL SIDE WALL OPENINGS FRAMING PLAN AIM DO4v RAlt
{Alw syF!-calr!e Io End VJa!aj
NOT TO SCALE
OPTIONAL 24'1 TO 30' TRUSSED RAFTER - BOW
NOT TO SCALE
L4
S
12' I.!Ax. OPENING FOR
ROLL -UP DOOR 1'dTH
HOU-STRUCTURAL
SEE
TABLE 1
SHEET
ff�'e FCA
V, 7H ,W
SrR.:.Ttml
`24' 16 GA U -CHANNEL BRACE
1
FASTENED TO RAFTER WITH
`24' 16 GA U -CHANNEL BRACE
#12.14 x 314' SOFs AT
FASTENED TO RAFTER WITH
EACH END (4 PER BRACE)
L7
W
FASTENED TO RAFTER WITH
i
(2) # 12-14 x 314' SDFs AT
�a
>24 TO 30 RAFTER SPAN REQUIRES A TRUSSED RAFTER
(2) # 12-14 x 314' SDFs AT
AS SHOViN ON TH IS SHEET
EACH END (4 PER BRACE)
LENG VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
EACH END (4 PER BRACE)
T
�
24. 1.IAXII.1UId RAFTER SPAN ON SINGLE RAFTER24
P.WiII RAFTER SPAN ON 5SNGLE RAFTER
c
X24 TO 30' RAFTER SPAM REQUIRES A TRUSSED RAFIER
e
°24 TO 3{T RAFTER SPAN REOUIRES A TRUSSED RAFTER
O
AS SHOWN ON THIS SHEET
1
F
AS SHOVaJ ON THIS SHEET
TYPICAL TYPICAL INTERIOR RAFTER/POST
INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME FRAME SECTION - BOX EAVE - HORIZONTAL ROOF
NOT TO SCALE
LENGTH VARIES DEPENDING ON
SEE
TABLE 1
SHEET
TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME
NOT TO SCALE
12' NW, OPENING
FOR ROLL -UP DOOR
WITH STRUCTURAL
10' (TYPICAL)
NOT TO SCALE
LENGTH VARIES DEPENDING ON
UI IE4RGp Amin QDbriur. nG PLI rGpa
SEE
TABLE 1
SHEET
1OF6
TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE
NOT TO SCALE
SEE
TABLE 1 OPENING FOR SWINGING
SHEET DOOR WITH MON-STRUCTURAL
1OF6 HEADER
NON-STRUCTURAL HEATDER
TYPICAL SIDE WALL OPENINGS FRAMING PLAN AIM DO4v RAlt
{Alw syF!-calr!e Io End VJa!aj
NOT TO SCALE
OPTIONAL 24'1 TO 30' TRUSSED RAFTER - BOW
NOT TO SCALE
L4
S
12' I.!Ax. OPENING FOR
ROLL -UP DOOR 1'dTH
HOU-STRUCTURAL
SEE
TABLE 1
SHEET
ff�'e FCA
V, 7H ,W
SrR.:.Ttml
TYPICAL INTERIOR
RAFTERIPOST FRAME SECTION - VERTICAL ROOF
NOT TO SCALE
1.412" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12.14 x 3.14' SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48' O.C.
— 24' 16 GA U -CHANNEL BRACE
E- K
FASTENED TO RAFTER WITH
w(2)
#12.14 x 314' SOFs AT
x
EACH END (4 PER BRACE)
L7
W
24 PAANIF.IUI.1 RAFTER SPAN OY SidGLE RAFTER
�a
>24 TO 30 RAFTER SPAN REQUIRES A TRUSSED RAFTER
b
AS SHOViN ON TH IS SHEET
TYPICAL INTERIOR
RAFTERIPOST FRAME SECTION - VERTICAL ROOF
NOT TO SCALE
1.412" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12.14 x 3.14' SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48' O.C.
TYPICAL
POST/RAFTER FRAMING PLAN - VERTICAL ROOF
NOT TO SCALE
TYPICAL
END WALL OPENINGS POST/RAFTER FRAMING PLAN
NOT TO SCALE
6'
5'
WELD ALL WEB
CONNECTIONS,
BOTH SIDES
1— 6'
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
TYPICAL BOX SAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
24' W GA U -CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 314' SELF•DRILLING
SCREWS AT EACH END
(4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTURE 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)
1111111!!
24' 16 GA U -CHANNEL BRACE (5' TO T POST)
48' 18 GA U-CHAN NEL BRACE {8' gp IMG {1MD TESTING TO 14' POST) ��� b r
Ew
BRACE ANGLE SHALL BE },{IN, 30° �� �''Tp ppqq�� E
TO MAX. 45° FROHORIZONTAL � � �A��IDA' Te), fr
FULL 6' WELD
BOTH SIDES
OPTIONAL. 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE
LEAN-TO FRAMING PLAN
3
4
SEE
TABLE 1
SHEET
IOF6
LENG VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
TYPICAL
POST/RAFTER FRAMING PLAN - VERTICAL ROOF
NOT TO SCALE
TYPICAL
END WALL OPENINGS POST/RAFTER FRAMING PLAN
NOT TO SCALE
6'
5'
WELD ALL WEB
CONNECTIONS,
BOTH SIDES
1— 6'
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
TYPICAL BOX SAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE
24' W GA U -CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 314' SELF•DRILLING
SCREWS AT EACH END
(4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTURE 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)
1111111!!
24' 16 GA U -CHANNEL BRACE (5' TO T POST)
48' 18 GA U-CHAN NEL BRACE {8' gp IMG {1MD TESTING TO 14' POST) ��� b r
Ew
BRACE ANGLE SHALL BE },{IN, 30° �� �''Tp ppqq�� E
TO MAX. 45° FROHORIZONTAL � � �A��IDA' Te), fr
FULL 6' WELD
BOTH SIDES
OPTIONAL. 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE
LEAN-TO FRAMING PLAN
INSTALL 112"x MINIMUM 5' TAPCON REDHEAD LOT
INSTALL 112'x MINIMUM 6' TAPCON REDHEAD LOT
OR NON-STRUCTURAL HEADER -
TS END POST OR DOOR/
ANCHOR OR 112'x MINIMUM 6-112' EXPANSION ANCHOR
ANCHOR OR 112' x MINIMUM 6w- EXPANSION ANCHOR
DRILL 518' HOLE THROUGH THE
2' WASHERS
DRILL 518' HOLE THROUGH THE
' WASHERS
THROUGH BASE RAIL WITHIN 6' OF EACH
THROUGH BASE RAIL WITHIN 6' OF EACH
BASE RAIL AND SECURE TO
TOP OR BOTTOM, (2) ON SIDE
BASE RAIL AND SECURE TO
NOTE: AT ROLL -UP DOOR
RAFTER POSTS ALONG SIDES AND EVERY END
,WALL POST ALONG END WALL SECTIONS
RAFTER POSTS ALONG SIDES AND EVERY END
WALL POST ALONG END WALL SECTIONS
ANCHOR EYE WITH 112' DIAMETER
THROUGH•BOLT
TS CONTINUOUS
BASE RAIL
ANCHOR EYE WITH 112' DIAMETER
THROUGH -BOLT
/JI�
r `TS CONTINUOUS
! ,4/BASE RAIL
4' MINIMUM
1
MINIMUM
MINIMUM 2-112' EMBEDMENT
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5's CONTINUOUS
1A
(CONCRETE BASE RAIL ANCHORAGE
I DAA
Not To Sea'e
DRILL 618' HOLE THROUGH THE
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 112' DIAMETER
THROUGH -BOLT
MINIMUM 4'
2' WASHERS
TS CONTINUOUS
BASE RAIL
(SEE GROUND ANCHOR
SCHEDULE, SHEET t OF 6,
FOR REQUIRED ANCHOR)
�— CONTINUOUS4'
CONCRETE PAVEMENT
EYE ANCHOR—�,*
1E CONCRETE BASE RAIL ANCHORAGE
Not To Scare (OPEN CARPORTS WFIERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL iB)
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 BASFIWINDOW RAIL OR
AND RAFTER CHORDIRAIL WITH
NON-STRUCTURAL HEADER
(4) #12-14 x 3/4' SOFS, (2) ON
(12 GA IF ROLL -UP DOOR FRAME)
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.
POST TO RAIL, TRUSS CHORD, OR
NON-STRUCTURAL HEADER CONN, DETAIL
Not To Scale
IN. 6'
NIMUM 2-1/2' EMBEDMENT
MINIMUM 4'
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 (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60' FROM HORIZONTAL
NIPPLE'
RAFTER
TS RAFTER
6' LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4) #12-14 x 314' SDFs
RAFTER POST
2p BOX EAVE RAFTER/POST DETAIL
Not To Scale
W11:7.120ftlacli1
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' SDF's,
(2) ON TOP, (2) ON SIDE
TS CONTINUOUS BASE RAIL
5 END POST/BASE RAIL CONN.
Not To Scale
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
EYE ANCHOR
518" ROD 46' LONG
WITH 6' HELIX
OR
518' ROD 60' LONG (SEE GROUND ANCHOR
WITH 7' HELIX, SCHEDULE, SHEET 1 OF 6,
AS APPLICABLE FOR APPLICABILITY)
(Dic BASE RAIL DEEPANCHORAGE
Not To Sea%
IsjslTlf:;lyl4S
NO SCREWS
REQUIRED
IN BOW BEND
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
EYE ANCHOR u (SEE GROUND ANCItOR
518' ROD 30' LONG SCHEDULE, SHEET 1 OF 6,
WITH DBL 4' HELIX FOR APPLICABILITY)
BASE RAIL ANCHORAGE
Not To Sca'e
6' LONG TS NIPPLE
SECURE POST TO NIPPLE
WITH (4) #12-14 x 314' SDF's
rrl----24' 16 GA U -CHANNEL BRACE (5' TO T POST)
48' 16 GA U -CHANNEL BRACE (8' TO 14' POST) TS RAFTER POST
9.112 BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60° FROM HORIZONTAL NIPPLE TO31� 1W h
BASE RAIL /-\
r3* 3- 6' LONG TS NIPPLE
SECURE RAFTER AND POST TO
NIPPLE WITH (4) #12-14 x314'
S RAFTER POST SELF -DRILLING FASTENERS
( —,�
2B BOW RAFTER/POST DETAIL
Not To Sca'e
TS POST
2'x2'x2' 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAILIGIRT WITH (4) #12-14x 3/4' SDFs
(2) ON TOP OR BOTTOM, (2) ON SIDE
TS NON-STRUCTURAL HEADER
TS WINDOW RAIL OR GIRT
FOR VERTICAL SIDING OPTION
NON-STRUCTURAL HEADER, WINDOW
r� RAIL, OR GIRT TO POST CONN. DETAIL
�"� Not To scale
TS CONTINUOUS BASE RAIL
POST/BASE RAIL CONN. DETAIL
3 Nat ro scale
rR,H
BSC i YFEN 8T1tlG, INC.
64S S Y A,\ ` r
.El DA 32720
s
[Y
Thom6�a RE.
No
AfE OF A
2'x2'x2" 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) #112-14 x 314'
SDF's, (2) ON BOTTOM,
(2) ON SIDE
OR
2'x4' 16 GA PLATE
SECURE TO EACH SIDE OF
TS END POST POST/RAFTER CONNECTION
WITH (4) #12-14 x 314' SDF's,
n (2) ON POST, (2) ON RAFTER
7 END POSTIRAFTER CONN. DETAIL
Not To Scafe
1.112'x1.112"x2' 16 GA
CLIP ANGLE SECURE TO
RAFTER POST AND GABLE
RAIL WITH (4) #12-14 x 314' SDF's
(2) ON TOP, (2) ON SIDE
TS RAFTER POST
1-112'x 1.112'x2" 16 GA CLIP
ANGLE SECURE TO RA"ER
AND GABLE RAIL WITH (4)
#12-14 x 314' SDF's, (2) ON TOP,
(2) ON BOTTOM
TS GABLE RAIL
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
AA Not To Scale
PA
2-114' FOR
12 GA FRAMING
2-112' FOR
14 GA FRAMING
16 GAUGE U -CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 x 314" SOF'S
AT FACH END (4 PER BRACE)
BRACE SECTION
Not To Scale
NIPPLE
DBL. HD
S NIPPLE
:ACH WITH
x 314'
.LING FASTENERS
GA TS POST
kFTER POST
NG TS NIPPLE
RE WITH (4) #12-14 x 314'
-DRILLING FASTENERS
, DOUBLE TS HEADER
NIPPLE TO
DBL. HDR.
(-� RAFTERPOST/DBL. HEADER DETAIL rpt RAFTER POST/HEADER DETAIL
�� Not To Scale � Not To Scale _
1.112' x 1.112' x 2' 16 GA CLIP ANGLE
SECURE TO RAFTER POST AND
GABLE RAIL WITH (4) #12.14 x314' SOFs, NIPPLE TO 3116' 6' LONG TS NIPPLE
TOP AND BOTTOM RAFTER SECURE WITH (4) #12-14 x 3+4' SDF's
TS RAFTER 12' LONG TS NIPPLE.
SECURE POST TO NIPPLE
WITH (4) #12-14 x 314" SOF's,
1-112"x 1-112' x 2' 16 GA CLIP ANGLE
SECURE TO RAFTER AND GABLE
RAIL WITH (4) #12.14 x 314" SDFS,
(2) ON TOP, (2) ON BOTTOM
—6' LONG TS NIPPLE
SECURE RAFTERAND POST TS GABLE RAIL
TO NIPPLE WITH (4) #12-14 x 314'
SELF -DRILLING FASTENERS
TS RAFTER POST
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
11 B Not To Sca'e
1-112' 16 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) 912.14 x 314' SDF
SPACED NOT MORE THAN 48' D.C.
26 GA. METAL ROOF
PANEL
TS RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
24' 16 GA U -CHANNEL BRACE (5' TO T POST)
48' 16 GA U•CHANNEL BRACE (8' TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45'
TO MAX. 60° FROM HORIZONTAL
6' LONG TS NIPPLE
SECURE EACH WITH (4) #12-14 x 3(4"
SELF -DRILLING FASTENERS
12 GA TS POST
TS BASE RAIL
3116' NIPPLE TO
BASE RAIL
RAFTER POST/BASE
BASE RAIL CONNECTION DETAIL
Not To Scale
RAFTER POST
2'x4' 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF
POSTIRAFTER CONNECTION
WITH (4) #12.14 x 314' SOF's,
(2) ON POST, (2) ON RAFTER
i TS LEAN-TO RAFTER
`2"x2'x2' 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) #12-14 x 314'
SDF's, (2) ON RAFTER,
RAFTER POST (2) ON POST
SIDE EXTENSION
12 RAFTER/POST DETAIL
Not To Sca'•e
TS LEG POST TS LEG POST
TS RAILS TS POSTS
a s
4 4
A
E RAIi-4
1' Max
TS BAS
TYPICAL FLOOD
VENT FRAMING PLAN
NOT TO SCALE
SEE GENERAL NOTE No. 12, SHEET 1 OF 6.
POST / LEAN-TO RAFTER CONN. DETAIL
Nat To Scale
INC.
605 ESTJVVE~ F
DELWWi
Certlflrsta Na. b4 �
mow±
Thoma -E. uj z
Florida n Idq. 38 e' e 0>
SOF ` FLO?-'
111
CAROLINA CARPORT'S, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
01120120
BECHTOL ENGINEERING ""°k ,kb NTS
AND TESFTNG, hrm
"ag Ib "0J1 G20001
[IOimI1TW GFO�FdfiCJf-Ph990ltEMIIL A� WITFRYUTE4f1A lWfF�FI -
°i r�sw�c.woma+a TB SHEET 5OF6
V[ l.� I C� ; \f >> 1i >>E OPTION
GIRTS,
(TY A)
SEE
TABLE I OPENING FOR SWINGING DOOR
SHEET / WITH NON-STRUCTURAL HEADER
IOFB /
12 MAX. OPENING FOR
ROLL -UP DOOR MRH
TYPICAL END
WALL OPENINGS POST/RAFTERIGIRT FRAMING PLAN
NOT TO SCALE
0
BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES
TYPICAL SIDE ELEVATION
NOT TO SCALE
ROLL -UP DOOR SWINGING DOOR
TYPICAL END ELEVATION
NOT TO SCALE
I-ItY 18 GAUGE FURRING CHANNEL FASTENED TO
EACH RAFTER WITH (2) N12.14 x 314' SELF -DRILLING
6' 1 I-- FASTENER SPACED NOT MORE THAN 48' O.C.
GIRTS
(Try a)
r OPENING FOR SWINGING DOOR
I WITH NONSTRUCTURAL HEADER
JII•-I I•II_I�I �I�I I•�I�II_I�I
�I�I�I�I�I I•I � I��I�I�
W'Im1- a' =�
0i1an a�I' 120WA 1., 03 m I im
III all
U m a
TYPICAL POST/RAFTER/GIRT FRAMING
NOT TO SCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES
ROLL -UP DOOR SWINGING DOOR
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
0%N BEC/4-1
B�Otr,F., UIE *ND TEBJ'ING, INC.
605 S1�' AVENUE i
DELI; DRIDA 32720
� AWnNO p�p _
FIW M. .38538) •
0�FSSI0N,�\\
�//IIIIIIVi\\\
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
oirmn
AUIBECHrOL ENGINEERING aw. mkt NTS
AND TEOnNO, N,a.
mw.im�eo,raa�arson�-�wod� '� lb G20001
� TB 1 SHEET60F6
TYPICAL POST/RAFTER/GIRT FRAMING
NOT TO SCALE
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES
ROLL -UP DOOR SWINGING DOOR
TYPICAL SIDE ELEVATION
NOT TO SCALE
TYPICAL END ELEVATION
NOT TO SCALE
0%N BEC/4-1
B�Otr,F., UIE *ND TEBJ'ING, INC.
605 S1�' AVENUE i
DELI; DRIDA 32720
� AWnNO p�p _
FIW M. .38538) •
0�FSSI0N,�\\
�//IIIIIIVi\\\
CAROLINA CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
oirmn
AUIBECHrOL ENGINEERING aw. mkt NTS
AND TEOnNO, N,a.
mw.im�eo,raa�arson�-�wod� '� lb G20001
� TB 1 SHEET60F6