HomeMy WebLinkAboutGeneric PlansMAXIMUM ALLOWABLE
FBC APPROVED PRODUCTS LIST
TABLE 1
WIND SPEED . .
RAFTER FRAMEEND P, OST,.GROUND ANCHOR AND .PANEL FASTENER SPACING SPECIFICATIONSOA
APPROVAL PARTIALLY
PRODUCT CATEGORY :SUB CATEGORY MANUFACTURER EXPIRATION
AVERAGE FASTENER SPACING
ON-CENTERSALONG RAFTERS OR
No. & DATEDATEPE ENCLOSED ENCLOSED
.E E D
01.80 N NC180 NC180 SE
PU LINS; AND POSTS OR GIRTS
'STRUCTURAL COMPONENTS ROOF,DECK. CAROLINA CARPORTS, INC. FL6596:1-R6 . 04/05/27
MUM (INCHES)
ULTIMATE NOMINAL POST
26 Gauge AG Panel. 12/15/20 WIND U N T
RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END.
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702A-R6 03/14/27 180 1-80 180 CATEGORY CATEGORY (MPH)
(MPH) .(FEET) POSTS/RAFTERS POSTS/RAFTERS
26 Gauge AG Panel 12/15/20
110 TO 150 TO 116 5.0 6 6
STRUCTURAL COMPONENTS, STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.3-R6 03/14/27 N/A 164 143 C
.89
26 Gauge Dutch Lap WaILPaneF 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
.. GROU.ND'ANCHOR SCHEDULE
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R2 08/19/25 . N/A 174 155 _ _ ." ULTIMATE WIND SPEED (RIPh) METAL CARPORT INSTALLATION, PLANS
Series 407,02/28/21
110 120 -130 140 . •150 -160
170 180 AND DETAILS AND FRAMING AND'
EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R6 12/31/21 N/A . 180 174
12
FASTENER SPECIFICATIONS'
Model 203'(12' Max. Width) 02/09/21 •
'14 30"Anchor
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC.' FL16806.1-R5 04/05/27 N/A. 179 154 -.
Detaill D"
FOR CONSTRUCTION IN THE STATE OF FLORIDA
12/16/20
Steel Roll Up Sheet Door (12''Max. Width) o 16
EXTERIOR. DOORS - - ROLL -UP CAROLINA CARPORTS, INC. N/A 180 180 E_-- 18
FL16806.2-R5 04/05/27
PREPARED FOR:
CAROLINA CARPORTS, INC,
Steel Roll -Up Sheet Door - (V Max. Width) 12/16/20 20 48"-Anchor
P:O. BOX 1263 .
.EXTERIOR -DOORS ROLL -UP CAROLINA CARPORTS, INC.. FC16806.3 R5 04/05/27 N/A 155 133. Detail lG
z 22
O CAROLINA
12/16/20 -.
Steel Roll -Up Sheet Door - (16''Max. Width) p 24 .
FL16806.4 R 4/05/27 m 26
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. 5 0 N/A 180 172
PREPARED
BECHTOL ENGINEERING AND TESTING, INC.
` Steel Roll -Up Sheet Door - (10' Max. Width) 12/16/20
28
� 60 h :605 WEST NEW YORK AVENUE .
FL17499 1 R8 10/ 7 2
WINDOWS SINGLE HUNG. MI WINDOWS AND DOORS -. 1 / 3 N/A 175 . 157 30 -
I Detail 1Cr " DELAND; FLORIDA 32720' '
1
rt t 0 5492
Ge 'fiq a of Authorization No. 000
11/27l20 ..
Model185SH N
- DETAILS 1C D SHOWN ON SHEET 4 OF 6
NOTES: '.
1. 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.
B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQURIEMENTS- - "MAXIMUM POST SPACING FOR DUTCH LAPIS 4.0'
REVIEWED FOR
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
SUBSTITUTED PRODUCT.CODE
COMPLIANCE
GENERAL NOTES:
COUNTY
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
I �IE
THIS.IS T C fI T T E CALCULATIONSAND
PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND -SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
SPECIFICATIONS HEREIN B ARED BY THE
2• -THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITYIST"ORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS
UNDERSIGNED PROFESSI0 AI N EER, AND ARE IN
ACCORDANCE_ WITH THE REQUIREMENTS OF SECTION 1609 OF
NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS OR OTHER COMPONENTS. NOT 'LISTED .IN THE:FBC APPROVED PRODUCTS LIST (THISSHEET), AND NOT PROVIDED AND INSTALED BY CAROLINA CARPORTS,
.
THE FLORIDA BUILDING CODE SEVENTH EDITION 2620.
( )
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-0 R 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 MEET THE DESIGN PRESSURES' REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE.
t I I. nl P
�, ! /
LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA.
-
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.
@�CH tCENG11412 &I JESTING, INC.
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
ed�1(� ES?NEW YORK AVENl1 '
�E NV, FLORID/}/ 2720 -
WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER -REINFORCEMENT COMPLYING WITH ASTM C1116.
-'�
O
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.
_
zi
LDT 1/2" 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL.AT1252, ANCHOR MODEL HSA OR EQUIVALENT.
O=h�s ee
No.
8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD x OR SLEEVE 1260, -
Pr9 ida
�.
g. 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 SEVENTH EDITION (2020) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC
/�l
/hA1RQIA� IA
SEVENTH EDITION (2020) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED.
CARPORTS, INC.
11. 14 GA FRAMING: 2-1/2"x 2-1/2" TUBE STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES.
GENERIC PLANS FOR USE IN THE STATE .OF FLORIDA
12 GA FRAMING: 2-1/4" x 2-1/4" TS WITH 2" x2" 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
01/05/2021
_BECHTOL_ENGINEERING °tAN"' mkb '"E' 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
tb G21001
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6.
-
- TM° "L" MTERM"*��B
•-��ismmarmxaa®m�a n�ckaT
�_. B SHEET 1 OF 6.
BOW FRAME RAFTER OPEN. CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING = HORIZONTAL ROOF BOW 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)
_-5 4i77- _
F=
—
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 - HORIZONTAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL.ROOF BOX EAVE FRAME RAF. TER. 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)
. 6• Mill
_ - ENCLOSED. LENGTH VARIES
TYPICAL SIDE ELEVATION TYP.ICAL,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)'
r7l
MR� ZF
�6'
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 O f TO SCALE' NOT TO. SCALE NOT TO SCALE NOT TO SCALE
ZNEt:d� TBECKTOL TING, INC.
605 Wi;$T NEWYbRkADELkNl�L MDA 32720 S '
3 C
- r
Thomas
Florida i n5e No.
i
ORIDA (v
I I I1jN `6ARPORTS, 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
AV
BECHTOL ENGWNEERWNG °^""k mkb NTS
NOT TO SCALE NOT TO SCALE NOT TO SCALE AND 1ES7ING, /ne
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ca'miaToio naeanu, onwuc®rrx. �w wrewn teamou
.vvwxu TB . SHEET 2 OF 6
26 GA. GALVANIZED METAL ROOF PANELS
26 GA. GALVANIZED METAL ROOF. PANELS
26 IZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
FASTENED TO RAFTERS PER MANUFACTURER'S
MAFAS PURLINS PER NUFACTURER'S
T
INSTALLATION INSTRUCTIONS ' .
- INSTALLATION INSTRUCTIONS
TIO NINSTRUCTIONS,
INSTALLAD
y 3
2
1-U2' 18 GAUGE FURRING,
4
CHANNEL (PURLIN)24'
16GA EL BRACE
24' '16 GA U-CHANNEL BRACEFASTENEDER
WITH
FASTENED TO RAFTER WITH
(2),#12-14 x's'AT
(2)#12-14x3/4"SDFSAT
-
-.
24" 16GA'U-CHANNEL BRACESEEACH
7SDFA
ENDRACE)
_
EACH END (4 PER BRACE)
FASTENED TO RAFTER WITH
WJ
(EACH
24'MAXIMUM RAFTER SPANRAFrER , ..
p.
"- 24' MAXIMUM RAFTER SPAN ON.SINGLE RAFTER.
END 4 PERDBRACEw
(
v
>24' T0.30' RAFTER.SPAN REQUSSED RAFTER
- >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
C'
AS SHOWN ON T
r.AS
SHOWN ON THIS SHEET
RAFTER.'24t MAXIMUM. RAFTER SPAN ON SINGLE
24'"f0 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER;n..
.p
AS SHOWN ONTHIS SHEET �
a
J
t—
TYPICAL-
TYPICAL' INTERIOR RAFTER/POST
RAFTER GABLE END FRAMING PLAN
INTERIOR:RAFTER/POST FRAME SECTION'= BOW FRAME
FRAME SECTION- BOX EAVE -HORIZONTAL ROOF
TYPICAL INTERIOR ..
NOTTYPICAL
SCALE.W
NOT TO SCALE
NOT TO SCALE '
RAFTER/POST FRAME SECTION VERTICAL ROOF
NOT TO SCALE
.. ..
1 1/2' 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.
5 '
SEJEA
IMUM
SEE
FOR
TABLE 1
SHEET
jBL
ETICAL1
OF6ONEL.
.
3
�
LEVA IES
NG
IRAFTERUMBER
J
AND SPACING OFDEPENDING
TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE.:
TYPICAL "
TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN'
NOT.TO SCALE NOT TO SCALE,
POST/RAFTER FRAMING PLAN - VERTICAL ROOF .
NOT TO SCALE
T
'. NO . TO
SEE
SEE
TABLET.
TABLE 1 OPENING FOR SWINGING _
SHEET
SHEET DOOR WITH NON STRUCTURAL
: 7-
1'OF 6 .
5
HEADER
5-
.g
...q
..
4
..
..
.'13 .-
..
..
12' MAX. OPENING ..
'
6
q:
24" 16 GA U-CHANNEL BRACE
z .
FOR ROLL -UP DOOR
4
a
FASTENED TO. RAFTER WITH. A
4.
WITH STRUCTURAL
°�N1NGF0R
NGDOOR
swlvrt""
6.
- (2) #12-14x 3/4" SELF -DRILLING'
..
HEADER -'
. _ _.
._
..
_
-.
1ROLL-XUP
4
.. .. ..
SCREWS AT EACH END.
..
. 10' (TYPICAL)
..
_ _ ..
_ -
DOOR WITH
-
STRUCTURAL
:
( BRACE) ..
4 PER
'
..
_
10.
4
..
3
4.
NONSTRUCTURAL
_
..
LA
S
4
4
4
q' .q
4
HEADER"
-
4
4 .
4 . ..
_ 4
q.
. 4.
.
.
.Ar
A'
-
OPENING, OR
WINDOW WITH
-
-
NON-STRUCT DER
TYPICAL
ROOF EXTENSION'OPTION
MAIN STRUCT\ f Vj I III 1 1 / / STANDARD LEAN-TO OPTION
.
WIRNODE kA IL
TYPICAL_SIDE WALL OPENINGS FRAMING PLAN .. (Also applicable.to End Walls)
END WALL OPENINGS POST/RAFTER: FRAMING PLAN .. G P H
�/E
NOT TO SCALE
NOT TO SCALE'
NOT TO ER
SCALE (BOX EAVE RAFT SHOWN ON YQ IS_
ST TJDA P f0 BOW FRAME RAFTER)
`e . ,C
LIC
�
_
24"'16•GA U-CHANNEL BRACE (5' TO T POST)
48".16 GA U-CHANNEL BRACE (8' TO 14' POST)
BECk1T ' ENGINF� ING:A D T£�TING, INC.
�
BRACE ANGLE SHALL BE MIN. 30° .
605S EIN YORK AVE U18B
DELANp CRIDA 3.2720
FULL 6" WELD
BOTH SIDES
� 6"
�_�
TO MAX. 45" FROM HORIZONTAL
FULL 6" WELD
BOTH SIDES
— N •.. T—
LENGTH VARIES DEPENDING ON
NUMBER AND SPADING OF RAFTERS
SEE
- TABLE 1
SHEET
OPTIONAL 24'71" TO 30.' TRUSSED RAFTER -BOW
NOT TO SCALE,.
LENGTH VARIES DEPENDING ON '
-NUMBER AND SPACING OF. RAFTERS
SEE
-TABLE 1
SHEET.
01/05/2021
A
Mir
WELD ALL WEB
CONNECTIONS, v
'BOTH SIDES
OPTIONAL 24'-1" TO 30' TRl1SSED RAFTER -BOX EAVE
NOT TO. SCALE
FREESTANDING
LEAN-TO FRAMING PLAN
NOT TO SCALE
Thomas ffpc 1, .>=. O
Florida Licetl�c_
CAOUNA C
RPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
BECHTOL ENGINEERING rnkb NITS
AND 7ES7/N4 /nc
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c°rmiilem aco�awcu. einnora®rru.um unhwnteiEarnij eeoeEss ' . - .
`-TB :SHEET 3 OF 6, ,
INSTALL 1/2' x MINIMUM 577APCON-REDHEAD LOT. INSTALL.1/2'x MINIMUM 5: TAPCON REDHEAD'LDT'
ANCHOR OR 1/2' x MI EXPANSION ANCHOR ANCHOR OR 1/2' x MINIMUM 5-1l2' EXPANSION ANCHOR DRILL 5/8* HOLE THROUGH THE 2" WASHERS DRILL'5/8" HOLE THROUGH THE 2' WASHERS
THROUGH BASE RAIL WITHIN 6" OF EACH THROUGH BASE RAIL WITHIN 6' OF EACH
EYE
BASE RAIL SECURE;TO BASE RAIL AND SECURE TO
RAFTER POSTS ALONG SIDES AND EVERY END RAFTER POSTS ALONG SIDES AND EVERY END " ANCHOR EYE WITH 1/2' DIAMETER. TS CONTINUOUS ANCHOR E WITH 1/2' DIAMETER _ TS CONTINUOUS
WALL POST ALONG END WALL SECTIONS "' - WALL POSTALONG'END WALL SECTIONS BASE RAIL BASE. RAIL "
THROUGH -BOLT THROUGH -BOLT
4" MINIMUM . 2" MINIMUM MIN: 6' TOP OF ASPHALT PAVEMENT. TOP OF ASPHALT PAVEMENT _
O
OR STABLE GROUND SURFACE R STABLE -GROUND SURFACE
I
MINIMUM 2-1/2" EMBEDMENT
MINIMUM 2 1/2' EMBEDMENT
CHOR
5/8
OD 48N LONG
" WITH 6" HELIX
OR
5l 12' 8" ROD 60",LONG
,
• MINIMUM 4'' WITH T HELIX, 5/8° � OD 30N LONG SCHEDULE; SHEET 1 OF 8
SEE GROUND ANCHOR
SCHEDULE, SHEET 1 OF 6
r.. ., . HEL
AS APPLICABLE
FOR APPLICABILITY) "WITH DBL 4' IX FOR APPLICABILITY)
CONTINUOUS 4" CONCRETE PAVEMENT
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
.REINFORCED WITH2 #5's CONTINUOUS
ONCR TE BASE RAIL ANCHO
1,A .CONCRETE BASE RAIL ANCHORAGE � B C C - SE RA ANCHORAGE BASE RAIL ANCHORAGE
Not 7o.Scale E (OPTIONAL -OPEN CARPORTS ONLY) 1 (; BA 1 p
Not To Scale . .
Not To Scale RAIL
O Not To.Scale
DRILL 518 HOLE THROUGH THE 2" WASHERS 24" 16 GA;U-CHANNEL BRACE(5' TO T POST)
BASE RAIL AND SECURE TO. 487.16 GA U-CHANNEL BRACE (8'.TO 14' POST) ..
ANCHOR EYE WITH 1/2".DIAMETER BRACE'ANGLE SHALL BE MIN. 45°
TS CONTINUOUS
TS. BOW RAFTER 6 LONG TS NIPPLE .
SECURE POST 70 NIPPLE
THROUGH -BOLT BASE RAIL TO MAX. 60°'FROM HORIZONTAL NO SCREWS' WITH (4) #12-14 z 3/4" SDF's
REQUIRED
NIPPLE TO
3/16• B IN BOW END 5"
. - - RAFTER -
4" 16 GA 11-CHANNEL BRACE (5' TO T POST)
.. T FROM r�
TS RAFTER" 48.16 GA U CHANNEL' BRACE (8' TO 14" POS TS RAFTER POST
...
9 I/2" BRACE ANGLE SHALL BE MIN. 45
O MAX. 60° OM HORIZONTAL NIPPLE TO 3116
BASE RAIL .
(SEE GROUND ANCHOR g" i TS CONTINUOUS BASE
SCHEDULE. SHEET,1 OF 6, 6.
MINIMUM 4 6" LONG TS NIPPLE o i
FOR REQUIRED ANCHOR) +.
- SECURE POST TO NIPPLE WITH
( 314 j ii 3".
4) #12 14 x . " SDPs
6' LONG TS NIPPLE
SECIjRE,
FTER
CONTINUOUS 4"_ ,i.-NIPPLE WIITTH.(4)#12-D x3/470
CONCRETE PAVEMENT R p POST SELF -DRILLING' FASTENERS
.TS RAFTS OST ..
TS RAFTER
POST/BASE
EYE.ANCIIOR BOX EAVE RAFTER/POST DETAIL BOW RAFTER/POST DETAIL 3
2/ti ZB Not To Scale
1E=
CONCRETE. BA�WHE
E. RAIL ANCHORAGE Not To scale NotToScale
Not To Scale (OPEN CARPORRESLAB EDGE DISTANCE DOES NOT - -
MEETMINIMUM EDGE DISTANCE SHOWN IN DETAIL 18) _
.. .. .. . TS.POST
TS T \\IIIIII//.
2" x 2' x 2" 16 GA ANGLE CLIP .
SECURE TO POST AND TOP OF
RAIL/GIRT WITH 4 #1A2-114 x 3/4"" SDF
RAFTER
TS TRUSSED RAFTER"CHORD,'. c) . OAS R
(2) ON,TOP OR.BOTTOM, (2) ON SIDE
OR NON-STRUCTURAL HEADER
Ts END POST OR DOOR/ 0b WEST YdRkAVENU14 Q T1NG� INC. TO' 11
I C.
WINDOW FRAME POST. 2"x2"x2" 16 GA ANGLE. CLIP DELANB; F IdA 32720N �\
SECURE TO POST (EACH. SIDE) 1=1/2' x 1-112" x 2" 16 GA CLIP TS NON-STRUCTURAL HEADER — 38
TS BASEIWINDOW RAIL OR AND RAFTER CHORDIRAIL WITH _ ANGLE SECURE TO _ 0
NON-STRUCTURAL HEADER (4) #12-14 x 3/4" SDF's, (2) ON POST AND BASE RAIL r =
(12 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE WITH (4) #12-14 x 3/4" SDF'§,
(2) ON TOP, (2) ON SIDE -
NOTE: AT ROLL -UP DOOR
Thoma oI;P•E,
Florida 8 TF
OPENINGS, POST SHOULD TS WINDOW RAIL OR GIRT OP
BE FLUSH WITH RAIL END. i I
CLIP POST TO RAIL ONLY ON FOR VERTICAL SIDING OPTION �_ I DA
SIDE OPPOSITE THE OPENING. //
TSCONTINUOUS BASERAIL NON-STRUCTURAL HEADER, WINDOW CA 0 _ `CARPORTS, INC.
POST TO RAIL, TRUSS CHORD, OR END POST/BASE RAIL CONN, RAIL, OR GIRT TO POST CONN. DETAIL GENERIC PLANS FOR USE 1N THE STATE OF FLORIDA
NON STRUCTURAL HEADER CONN.-DETAIL 5 s
Not To Scale Not To Scale 09/05/2O21I
4 Not To Scale BECHTOL ENG/NEER/NG ,,kb NTS
AND W877MG, I-
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. .. .. CONd147RA eEQ1EOR1TA4 BIVR01�BIfAI,AM WIFAW27ESfBq BIOl�tB
anaomm�m ""n°' m` TB' .. SHEET 4 OF 6.
NIPPLE TO
3/16"
DBL. HDR:
'
TS RAFTER POST
6' LONG TS NIPPLE
SECURE EACH WITH (4)#12-14 z 3/4"'.
SELF -DRILLING FASTENERS
.•
2'x2"x2' 16 GA ANGLE CLIP
6• LONG TS NIPPLE
SECURE EACH WITH
'LONG TS NIPPLE
12 GA TS POST
SECURE TO POST AND
(4) #12-14 x 3/4'
118•
SECURE WITH (4) #12-14 x 314'
SELF -DRILLING FASTENERS
RAFTER WITH (4) #12-14 z 3/4'
SELF -DRILLING FASTENERS
��
SDF's, (2) ON BOTTOM_ ,
o
(2) ON SIDE .
r
r7
OR.
TS BASE RAIL
-
2'x4" 16 GA PLATE
SECURE TO EACH SIDE OF
i o i
o
2 GA DOUBLETS HEADER
TS END POST
POST/RAFTER CONNECTION
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WITH (4) #12-14 x 3/4" SDFS,
2 GA TS POST
3/16" NIPPLE TO
(2) ON POST, (2) ON RAFTER
DBL. HDR.
3/16'. NIPPLETO
BASE RAIL
RAFTER POST/BASE
END POST/RAFTER: CONN. DETA, IL
-RAFTER POST/DBL. HEADER DE TAIL
RAFTER POST/HEADER DETAIL
BASE -RAIL CONNECTION DETAIL -
7
8.
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1-1/2" x 1-1/2' x 2" 16 GA CLIP ANGLE
SECURE TO RAFTER'POST AND .
TS RAFTER POST
GABLE RAIL WITH (4) #12-14 x 3/4" SDFs,
NIPPLE TO 3)16"• 6" LONGTSNIPPLE
TOP AND BOTTOM
RAFTER
SECURE WITH (4)'#12-14 x.3/4" SDFS
2'x4' 16 GA PLATE (ONE REQUIRED)
SECURE TO EITHER SIDE OF
�1-1/2"'x
TS RAFTER 12• LONG TS, NIPPLE.
SECURE POST TO NIPPLE
POST/RAFTER' CONNECTION
WITH (4) #12-14 x 3/4' SDFs,
1-1/2" x 2" 16 GA CLIP
WITH (4) 012-14 x 3/4" SDPs,
(2) ON POST,.(2) ON RAFTER .
ANGLE SECURE TO RAFTER
• AND. GABLE RAIL WITH 4
1-172' z 1-1/2" x 2' 16 GA CLIP ANGLE
•
TS LEAN-TO RAFTER
•
_.
#12-14 x 314" SDF's, (2) ON TOP,
SECURE "f0 RAFTER AND ,GABLE
.
.,_-�
,-_"
• •
•
2 ON BOTTOM
1-1/2' x 1-1/2" x 2" 16 GA O
RAIL WITH (4) #12-14 x 3/4" SDF's,
(2) ON TOP, (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
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LIP
ITO
24. 16
GA U-CHANNEL BRACE (V TO T POST)
SECURE P S AND
TS RAFTER POST
6° LONG TS NIPPLE 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)
RAFTER WITH (4);'#12-14 x 3)4'
SECURE RAFTER AND POST TS GABLE RAIL
BRACE ANGLE SHALL BE MIN. 45°
SDF's, (2 .ON RAFTER
TO NIPPLE WITH (4) #12-14x 3/4"
TO MAX. 60° FROM HORIZONTAL
TER
TS RAF POST
P
(2) ON. POST
SELF -DRILLING FASTENERS' .
.
GABLE RAIL :TO RAFTER POST
TSRAFTER POST
CONNECTION DETAIL
SIDE EXTENSION
POST / LEAN-TO -RAFTER.CONN. DETAIL
11A
GABLE RAIL 'TO. RAFTER POST
RAFTER/POST DETAIL
13
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CONNECTION DETAIL
1 2 Not To scale
Not Tos�a,e
11 B
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I' I�
2-1/4" FOR
12 GA FRAMING
. 2-1/2" FOR
14 GA FRAMING
16 GAUGE U-CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 x 3/4" SDFS
AT EACH END (4 PER BRACE) —
BRACE SECTION
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TS LEG POST TS LEG POST
1-1/2' 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x 3/4" SDF TS RAILS TS POSTS
SPACED NOT MORE THAN 48" O.C. 4 6
4 4
• 1
26 GA. METAL ROOF 84'
PANEL TS BASE RAIL
TS RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
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TYPICAL FLOOD
.VENT FRAMING PLAN
NOT TO SCALE
SEE GENERAL NOTE No. 12, SHEET 1 OF 6..
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E.0PTI-ON
SEE .
7
TABLE 1 OPENING FOR.SWINGING DOOR
SHEET WITH NON-STRUCTURAL HEADER
1 OF 6 .
�--�.
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO
EACH RAFTER WITH (2) #12-14 x 3/4° SELF -DRILLING
6' FASTENER SPACED NOT MORE THAN 48, O.C.
OPENING FOR SWINGING DOOR
WITH NONSTRUCTURAL HEADER
4
4
GIRTS g 4 LE bIRTS
(TYpical) : a 4 6.0.9
(Typibal)
_ a
12' MAX: OPENING FOR
ROLL -UP DOOR WITH 6
5 4. NONSTRUCTURALHEADER a
AAA' '
-TYPICAL END
WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN. '
NOT TO SCALE
TYPICAL SIDE -ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
6
q
SEE . .
TABLE 1
SHEET
.1 OF 6..
6
6
3.
j E
O
7-
g
5
17 MAX. OPENING FOR
ROLL -UP DOOR WITH
STRUCTURALHEADER
IG4
4
.q
4
q
4:
5
10-
3
3
4 ' --
]
7--7
3.
q
5
OPENING FOR WINDOW WITH
• NONSTRUCTURAL HEADER. '
LENGTHMARIES DEPENDING ON NUMBER AND WINDOW RAIL
AND SPACING OF RAFTERS (Also applicable to End Walls)
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
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