HomeMy WebLinkAboutGeneric Plans; CarportMAXIMUM ALLOWABLE TABLE 1
RAFTER F
. FBC APPROVED PRODUCTS LIST RAMS, END POST, GROUND ANCHORAND PANEL FASTENER SPACING SPECIFICATIONS
WIND SPEED
'
A
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER EXPIRATION:
AVERAGE FASTENER SPACING
APPROVAL. 'E PARTIALLY
No. DATE OPEN ENCLOSED ENCLOSED
ON -CENTERS ALONG RAFTERS OR
" , PURLINS, AND POSTS OR GIRTS
FL6596.1-R6 MAXIMUM.
STRUCTURAL COMPONENTS "� RO'OF DECK 'CAROLINA CARPORTS„ INC. x 04/05/27 180 180 180 (INCHES) "
26-Gauge-AGPanel 12/1"5/20 WIND ULTIMATE NOMINAL POST I RAFTER
RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END
STRUCTURAL COMPONENTS STRUCTURAL WALL=- '' - CAR00NA CARPORTS; INC. ' FL6702:1,R6 03/14/27 180 180 18o CATEGORY CATEGORY (MPH) (MPH) (FEET) POST, &RAFTERS POSTS/RAFTERS
-26-Gauge-AG-Panel . 12/15/20
STRUCTURAL COMPONENTS. STRUCTURAL WALL CAROLINA CARPORTS, INC. -R 03/14/27 N/A , 164 143 C ►
110 TO 15Q 89 TO 1.16 5 0 6 6
26 Gauge Dutch Lap 'Wall"Panel 1 20 •:' 6 15
FL670
ti45/ 1_ _�
1 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 pariels fasteneddirectly 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 ANDNETAL COMPANY 171_17996.3 112 08/26/2.5 N/A. 139 139 - requirements for other roof heights and/or slopes may vary.
02/28/21
Series 402 14
ELIXIR DOOR"AND"METAL COMPANY FL17996.5 R2 08/19/25 NIA . 174 155
GROUND ANCHOR SCHEDULE
EXTERIORDOORS swINGING° _ _ ULTIMATE WIND SPEED (mph)_ 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. FL8888A-R6 : 12/31/21 N/A 180 174" .
Mode1203 (12'Max, Width) -
02/09l21
12
"FASTENER SPECIFICATIONS
.14 30" Anchor
EXTERIOR DOORS ROLL -UP. CAROLINACARPORTS, INC. - 04/05/27. N/A 179 1.54- FOR CONSTRUCTION IN THE STATE OF FLORIDA
FL168061 R5
Steel Roll Up -Sheet Door (12'_Max. Width) 12/16/20 .. .16
Detail1D-
EXTERIOR DOORS ROLL -UP' CAROLINA CARPORTS;.INC. /0 N/A 180 180 o
FL1:6806.2 R5 04 5/27 18
PREPARED FOR
Steel Roll-UpSheet.Door=:(8' Max. Width 12/16/20. 20.. CAROLING CARPORTS; INC.
) _ 4DeAn Anchor
- P.O 'BOX 1263
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.3-R5 04/05/27 N/A' 165 133 Z 22 SO , ROL
12/16/20 ..
Detail C DOBSON, NORTH CA INA" 27017
Steel Roll -Up Sheet Door - (16' Max. Width) o . 24 PREPARED BY . -
N/A
EXTERIOR DOORS �ROCL UPS^ CAROLING CARPORTS, W FL16806.¢R5 04/05/27 " N/A 180 172_ m BECHTOL ENGINEERING AND TESTING, INC:
-12/16/20 .
Steel-Roll-UpSheet Door (10' Max. Width) 28 605 WEST NEW YORK AVENUE .
.. t 60"Anchor
WINDOWS 10/ Ff Detall1C DELAND, FLORIDA 32720
SINGLE,HUNG MI WINDOWS AND DOORS FL17.4991 N/A, 175 1:57 30
Mo - 11/27/20 .. RB f Authorization No. 0000549,�
de1185SH. h
NOTES ..
1. DOORS 'AND WINDOWS SHOWN. MAYBE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET.
-
-SHALL I Caeo
DE7All:S .1 C AND 1 D SHOWN ON SHEET 4 OF 6 V �; �
I�b/ -- E
A, PRODUCT"SHALL HAVE A VALID FBC PRODUCT APPROVAL.' .�I �EW . .
B: COMP,ONENT:S.ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQURIEMENTS. "MAXIMUM POST SPACING FOR DUTCH LAPIS 4.0' JJ'� C c��p.LIAN�1E
2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTE_ D PRODUCTS. HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE CODE COUNTY
' SUBSTITUTED PRODUCT -
i'. LUCIE
1,• THESE PLANS PEF2TAIN 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 THAT THE CALCULATIONS AND
BO
��
PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITYOF OTHERS. ' SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE
UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN
2 THESE.STRUCTURES ARE. DESIGNED .AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY[). CAPABLE OF.SUP.P.ORTING DEAD LOAD OF THE STRUCTURE 'ANDAPPLICABLE LIVE AND"WIND LOADS. IMPROVEMENTS ACCORDANCE.WITH THE REQUIREMENTS OF SECTION 160 F
NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING "DOORS, WINDOWS,"OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED ; AND INSTALLED BY CAROLINA CARPORTS, THE FLORIDABUILDING CODE SEVENTH EDITION 90
INC.,.VVHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. �BECHTOL ENGINEERING' AND TESTING, INC.; SHALL NOT BE RESPONSIBLE F R STRUCTURAL' DAMAGE OR.'FAILUR.E: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
PS . R: • , B�C �'i�
LOCATION OF THE BUILDING ," WITHIN THE STATE OF FLORIDA. \ 0\�'`•' . �tCENSF ' •. �'� ��
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.
BECLiTOL,ENGll�4£ QhW4ND TfiklNG, 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 .4XW1 .4 605 WES*EVVYORKAVENUE.
-
WELDED WIRE FABRIC COMPLYING WITH ASTM A 18.5, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. DELAtTD, FLOJZIDA 32720 -X.
: -
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.
Thomas Beefjto,
8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2" x 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. `
Florida License o.
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 SEVENTH EDITION (2020) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC CAROLINA 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 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" 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 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 " •AIVVTE871NG,lna tb G21001
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, -SHEET 5 OF 6.
mnaiiva oeorEavaw.Qiw+aaFxrw hnuie,mrwb vmvmm .
°"�d"v""�PN1Om°51Q -TB SHEET 1 OF 6. .
��Ii
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-UPDOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR
{AS applicable) (As applicable) /A. ;1i_h1.% fA�
6'
ENCLOSED LENGTH VARIES
q
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
E 7'
FLOOD V ROLL -UP DOOR.: SWINGING DOOR, ROLL -UP DOOR SWINGING DOOR
ROLL
'As a-dirablel 'As a licablel (As aPP livable) As n lj_hjex
ENCLOSED LENGTH VARIES
.... . . . . . . . . .
TYPICAL END ELEVATION TYPICAL 8IDE'ELEVATION TYPICAL END ELEVATION TYPICAL END ELEVATION--
TYPICAL SIDE ELEVATION TYPICAL SIDE ELEVATION
NOT TO SCALE' NOT-TO,8CALE NOT TO SCALE NOT TO SCALE' NOT TO SCALE
NOT TO SCALE
BOX EAVE FRAME RAFTER, OPEN CARPORT - 'VERTICAL ROOF BOX EAVE FRAME RAFTER-E_ ',Cl,:OSE"Cd-d"="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 limW %
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p
Fri Fr-
y
app e �_ app ca ej
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
NOT TO SCALE NOT TO SCALE
0 SCALE
NOT TO SCALE Jf4cyr/T/
R H
,
mcw ENGINEERING AN[). TGVG; INC.
605WEST NEVI YORK VENUE.
DELa%�91RIDA �39-385
Thoma:B6; RE. STATE",
Floridaen
lop
CA'h6i'14A"'CARPORTS, INC.
GENERIC PLANS FOR USE IN THE STATE OF FLORIDA,
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
TYPICAL BOW RAFTER GABLE END ELEVATION
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
M
01/0512021
NOT TO SCALE
BECHTOL ENGINEERM
RAND 7ES77Ni2,1b=
NOT TO SCALE
NOT TO SCALE
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�SHEET20F(5
'A
26 GA.'GALVANIZED METAL ROOF PANELS
26 GA. GALVANIZED METAL ROOF PANELS
26 "GA. GALVANIZED METAL ROOF PANELS
FASTENED TO. RAFTERS PER MANUFACTURER'S
FASTENED TO RAFTERS PER MANUFACTURER'S
FASTENED TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
INSTALLATION INSTRUCTIONS
INSTALLATION INSTRUCTIONS
2 12 3
Q
2 12
Q 3
-1-1/2" 18 GAUGE FURRING
11
4
q
CHANNEL (PURLIN)
5
24: 16:GA.U-CHANNEL BRACE,
24" 16 GA U-CHANNEL BRACE
;
FASTENED TO RAFTER WITH
FASTENED TO RAFTER WITH -
(2) #12-14 x 3/4" SDFs AT'
(2) #12-14 x 3/4" SDF's AT
F
24" 16 GA U-CHANNEL BRACE
w
EACH END (4 PER BRACE)
=
EACH -END (4 PER BRACE)
FASTENED TO RAFTER WITH
SEE
j.
W
{2) #12-14 x 3/4" SDFs AT.
TABLE I
J
24'. MAXIMUM. RAFTER SPAN ON SINGLE RAFTER, ...
- - -
6
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
x
EACH END 4 PER BRACE
( )
SHEET
1 OF 6.
u�
.
<
>24'T030'RAFTERSPAN REOUIRESATRUSSEDRAFTER .'
7
>24'T030'RAFTER SPAN .REOUIRESATRUSSED RAFTER
1
_
--
s.
-p
- ASSHOWNON THIS SHEET:
;
AS SHOWN ON THIS SHEET
�
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
-
- -• .
..
._
�
- >24' TO 30` RAFTER SPAN REQUIRES ATRUSSED RAFTER
—
p
�AS SHOWN,bN THISSHEET
t7
a
TYPICAL
TYPICAL INTERIOR RAFTERIPOST
INTERIOR RAFTERIPOST FRAME SECTION`- BOW: FRAME:
-FRAME SECTION -'BOX EAVE - HORIZONTAL -ROOF
TYPICAL BOW RAFTER GABLE END FRAMING PLAN
NOT TO SCALE ..
-
NOT TO SCALE
CAL IN
OS FRAME'SECTIOI� VERTICAL .
`;RAFTERIP _ -
NOT TO SCALE
NOT TO SCALE
1 1/2." 18 GAUGE FURRING CHANNEL FASTENED ..
LENGTH VARIES DEPENDING ON.
LENGTH VARIES DEPENDING ON
TO EACH RAFTER WITH (2)'#12-14x$%4'.SELF-DRILLING.
NUMBER AND SPACING. OF RAFTERS
NUMBER AND SPACING OF RAFTERS
FASTENER' SPACED NOT MORE THAN 48" O.C. .
5 -
MAXIMUM
SEE'TABLE.1TABLE
.SEE
SEE.
EAB
1
TABLE 1
SHEET
1 OF.6
-
PANEL
w
SHEET
SHEET
..
3 '
..
�
1.OF 6
.:
1 OF 6
4
3
3
to
_
..
..
LENG. VARIES DEPENDING ON.NUMBER
..
..
AND SPACING OF RAFTERS
TYPICAL RAFTER/POST FRAMINGGPLAN - BOW FRAME TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE
F�
TYPICAL BOX-EAVE RAFTER :GABLE END FRAMING
PLAN
NOT. TO SCALE NOT TO SCALE.
_
`FRAMING PLAN 11E CAL ROOF
(' POSTRAFTER , .z RTI
l_ -- - -
NOT TO SCALE . .
-
NOT`TO'SCAtE
-.
SEE
SEE
TABLE 1
TABLE 1 OPENING FOR SWINGING
SHEET .
12
* .
SHEET DOOR WITH NONSTRUCTURAL
7'
1 OF 6
5
1 OF6 - HEADER
5
..
..
5-
,6
..
a:
13.
-
..;
'..12'MAX-OPENING..
.S
-
24" 16 GA U CHANNEL BRACE
; 2
: .
FOR ROLL-UP_DbOR
4
4
-
FASTENED TO RAFTER WITH
4
. -
-
WITH STRUCTURAL
•'
NINGFOR
swwcwc000a
6
-
(2) 012-14 x.3/4" SELF -DRILLING
-'
..
..
HEADER. ..
..
12' MAX. OPENING FOR
r�
a
..
..
-
..
SCREWS AT EACH END
10" (TYPICAL)
ROLL -UP DOOR'wITH
TRUCTUPX
STHFnnFn
PER
(4 P BRACE)
_
...
10.
..4.
3 -
4.
6 5 -
4
NONSTRUCTURAL
-
.4
q
.. a
•
HEADER
- *'
-A'
.-
- ..
4
--
PENING FOR WINDOW WITH
c'��`- _ ONONSTRUCTURAL HEADER
L Y
- AND WINDOW RAIL
- ����- _
TYPICA; �^
—"-"�`'y
- ..
ROOF EXTENSION OPTION
MAIN STRUC_I; F3 �, '
_
LEAN-TO OPTION
: /gTANDARD LEANT
-
TYPICAL,SIDE WALL_'OP-ENINGS FRAMINGPLAN .(AIwapplicable toEnd Walls)
END WALL OPENINGS POSTIRAFTER=MING'PLAN_ _ LAND
y TYPICAL LEAN-TO OPTIONS FRAMING P ,..: • I
OWN)
O
NOT -TO SCALE • . _ ... ..QT
TOSCALEJ
Y.STAI�ID NOT -TO SCALE ' (BOX EAVE RAFTER SHOWN ONL FAN AB BO�N.FRAME RAFTER)'
WELD ALL WEB CAROLINA CARPORTS, INC.
CONNECTIONS., WELD ALL WEB
BOTH SIDESV V CONNECTIONS, 3 3'
GENERIC
BOTH SIDES a < PLANS ,FOR USE 'IN THE STATE. OF FLORIDA
'ovosno2l
C L ENGINEERING .
�i AND 7ESTO Ine mkb. NTS
FREESTANDING
.OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW OPTIONAL 24 1 TO 30 TRUSSED RAFTER -BOX EAVE LEAN-TO.FRAMING -PLAN '� ��
.. oo�ianm oECTECH Lei WU"� i.M MMU"TESnW Emr�aa
tb G21001
NOT TO SCALE, NOT TO SCALE .
NOT TO SCALE TB SHEET 3 OF 6.
. o�raumeisarre..a®s�� -
FILE
INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LOT INSTALL 1/2".x MINIMUM 5" TAPCON REDHEAD LDT
ANCHOR 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 2" WASHERS
THROUGH BASE RAIL WITHIN 6' OF EACH THROUGH BASE RAIL WITHIN 6' OF EACH BASE RAIL.AND SECURE TO BASE RAIL AND SECURE TO
RAFTER 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
WALL POST ALONG END. WALL SECTIONS WALL POST ALONG END WALL SECTIONS THROUGH -BOLT BASE RAIL THROUGH -BOLT- BASE RAIL
4" MINIMUM 2" MINIMUM MIN- 6" TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT
OR STABLE GROUND'SURFACE OR STABLE GROUND SURFACE
IN NT
_-. — MINIMUM 2-1/2" EMBEDMENT
MINIMUM 2 1/2' EMBEDMENT
EYE ANCHOR
-- -- : - - 5/8' ROD 48' LONG
r WITH 6° HELIX
OR
`12" 5/8' ROD 60" LONG' (SEE GROUND ANCHOR EYE ANCHOR (SEE GROUND ANCHOR
° WITH 7" HELIX 1 5/8" ROD 30" LONG SCHEDULE, SHEET 1 O
MINIMUM 4` .
GROU
SCHEDULE, SHEET. OF 6;: OF 6.
! AS APPLICABLE FOR APPLICABILITY) - WITH DBL 4" HELIX FOR APPLICABILITY)
12"�-i E PAVEMENT
MONOLITHIC CONC. FOOTING (2600 PSI MIN.) CONTINUOUS A" CONCRETE AVE NT
REINFORCED WITH 2 #5's CONTINUOUS
CON`CRETEBASE R7�►tLANCH®RAG BASE RAIL DEEP ANCHORAGE BASE RAIL ANCHORAGE
CONCRETE BASE RAIL ANCHORAGE
L — 1" �' " Y — ° ' 1 B. Not To Scale' (OPTIONAL -OPEN CARPORTS ONLY) U p
.. A of To Scale .. .. r - .. .. ..
..
DRILL 5/8" HOLETHROUGH THE 2" WASHERS 24"'16 GA U-CHANNEL BRACE (5'TO T.POST) _ TS BOW RAFTER' 6" LONG.TS NIPPLE
BASE RAIL AND SECURE TO 48' 16 GA U-CHANNEL BRACE 8' TO 14' POST) .
ANCHOR EYE WITH,1/2" DIAMETER
SECURE POST TO NIPPLE
TS. CONTINUOUS BRACE ANGLE SHALL BE MIN: 45° -
THROUGH -BOLT- BASE RAIL TO MAX. 60° FROM HORIZONTAL NO SCREWS WITH (4) #12 WI 14 x 3/4' SDF's
REQUIRED .
.NIPPLE TO - 3116" IN BOW BEND 5'
RAFTER
- 4° 16 GA U. CHANNEL BRACE (5' TO T POST) . - -
14 .. .
TS RAFTER 48' 16 GAU CHANNEL BRACE (8' TO 'POST) TS RAFTER POST
. ;::• : -... BRACE ANGLE SHALL BE MIN. 5°
' - ,•.. ..°' ;. .� `... _•` ... .. - .i:i '. . - _ - �3/16",',..9-1/2' 4BASE RAIL°i
TO MAX. 60° FROM HORIZONTAL
(SEE GROUNOANCHOR. g L� TS CONTINUOUS BASE RAIL
SCHEDULE, SHEET '1 OF 6 .6-
MINIMUM .I
4 6":LONG TS NIPPLE
FOR REQUIRED ANCHOR) °
_ SECURE POST TO NIPPLE WITH
(4) #12-14 z 3/4" SDFs . i
3• 6' LONG TS NIPPLE,
SECURE RAFTER AND POST T
CONTINUOUS 4' °' NIPPLE WITH (4) #12-14.x 3/4'
CONCRETE PAVEMENT TS RAFTER POST SELF -DRILLING FASTENERS
TS. RAFTER POST
EYE ANCHOR R/p�S � P .85 BASE RAIL CQN `DEl`A'IL�
: BOX' EAUE a _, , :a-,ETAIL - -- - -
. :BOW RA '� Not ToScate
CONCRETE BASE RAIL ANCHORAGE Not To Scale F
NotT S 81e
Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT.
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) .
TS POST
2' x 2' x 2" 16 GA ANGLE CLIP �\ . A P.S. H Bic
SECURE TO POST AND TOP OF.
TS RAFTER POST HEADER, OR BOTTOM OF WINDOW LICENS
TS TRUSSED RAFTER CHORD, RAIUGIRT WITH (4).#12-14 x 3/4" SDPs
(2) ON TOP OR.BOTTOM, (2) ON SIDE
OR NON-STRUCTURAL HEADER..
..
BECHtENGIN I IUD TESTING'jNC:
TS END POST OR DOOR/ 605 WEST NEW YORK AVENUF� —
WINDOW FRAME POST 2• 2Yx2' 16 GA ANGLE CLIP. DELANB, F�RIDA 32720 ^
SECURE TO POST (EACH SIDE) 1-1/2" x 1-1/2" x,2' 16 GA CLIP TS NON-STRUCTURAL HEADER -fit
TS BASEfWINDOW RAIL OR AND RAFTER CHORDIRAIL WITH ANGLE SECURE TO ~ iQ
NON-STRUCTURAL HEADER (4) #12-14 x 3/4' SDF's, (2) ON POST AND BASE RAIL
(12 GA IF ROLL -UP DOOR FRAME) 'TOP OR BOTTOM, (2) ON SIDE WITH (4) #12=14 x 3/4" SDF's,
(2) ON. TOP, (2) ON SIDE
NOTE: AT ROLL -UP DOOR Thomas Bechtdl c- `G \
OPENINGS, POST SHOULD ``V \ \
❑ FFOR
DOW RAIL OR GIRT Florida License \
BE FLUSH WITH RAIL END.
CLIP POST TO RAIL ONLY ON RTICALSIDING OPTION 7 I I I I 1 1
SIDE OPPOSITE THE OPENING.
`D'-TAI L
TS CONTINUOUS BASE RAIL
�NOWSTRUCTURAL HEADER; v1 'I�ND.®iN
C�RGIRI`TO POST CONN DETAIL
5 _ 6
Not To Scale Not To Scale
FILE COPY .
NIPPLETO 3116"
DBL. HOR:.
T S RAFTER POST
6'.LONG TS NIPPLE
SECURE EACH WITH (4) #12 14 x 3/4" "
SELF -DRILLING FASTENERS
ee
,
6 LONG TS NIPPLE
2'x2'x2" 16 GA ANGLE CLIP .
SECURE EACH WITH
" LONG TSPP E
SECURE WITH (4) #12-14
12'GA TS POST
SECURE TO POST AND
RAFTER WITH (4) #12-14 x 3/4"
(4) #12-14x 3/4"
SELF -DRILLING, FASTENERS
1/8"
r
SELF -DRILLING RS/4"
SELF D LING FASTENERS
'SDP's, (2) ON BOTTOM:
(2) ON SIDE
OR,
r
r
TS BASE RAIL
2"z4" 16 GA PLATE
r
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i o i
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2 GA DOUBLE TS HEADER
TS END POST
POST/RAFTER. CONNECTION
"
WITH (4) #12-14 014" SDF's,
(2) ON POST, (2).ON RAFTER
2 GA TS POST
3/16° :. NIP.PLE,TO
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3/16' NIPPLE TO
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of To Scale
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Not To Scale
Not To Scale
1-172" x 1-1/2" x 2" 16 GA CLIP ANGLE
SECURE -TO RAFTER'POSTAND
TS RAFTER POST
GABLE. RAIL WITH (4) #12-14 x 3/4' SOF's,
NIPPLE TO 3/16" 6' LONG TS NIPPLE
TOP AND BOTTOM .
RAFTER
SECURE WITH (4)#12-14 x.3/4" SDF's
' 2"x4" 16 GA PLATE (ONE REQUIRED)
TS RAFTER
12' LONG TS NIPPLE.
SECURE POST TO NIPPLE
SECURETOZITHER SIDE OF
POST/RAFTER
(�#12 R4 xO3/4" SDFON
1-1/2"'x'1-1/2" x 2° 16 GA CLIP
WITH (4) #12 14 x 3/4" SpF's,
_
(2) ON POST, (2) ON.RAFTER
ANGLE. SECURE TO RAFTER
ANO GABLE RAIL WITH (4)
1 1/2" x 1-1(2" x 2" 16 GA CLIP ANGLE
_
TS LEAN-TO RAFTER
#12-14 x 3/4" SDF's, (2) ON TOP, ...
SECURE RAFTER AND GABLE
1-1/2" x 1-112" x 2" 18 GA .. (2) ON BOTTOM .
CLIP ANGLE SECURE TO
RAIL WITH (4) #12 14 x 3/4 SDF's,
(2) ON TOP,'(2) ON BOTTOM'
- '
ion
RAFTER. POST AND GABLE '
°'
F-
RAIL WITH (4) #12714 x 3/4" SDFs .
(2) ON TOP., (2) ON SIDE TS GABLE RAIL
2"x2°x2" 16 GA ANGLE CLIP
BRACE (5' TO T POST) 24" 16 GA U CHANNEL BRA
SECURE TO PO AND
TS RAFTER POST
g -
6' LONG TS NIPPLE 48' 1 GA tJ CHANNEL BRACE (8' TO 14' POST);
LE -
SECURE RAFTER AND POST TS GAB RAIL' BRACE ANGLE SHALL BE MIN. 45°
'
RAFTER 1NI7H (4) #12R 14 x $/4'
..
TO NIPPLE WITH (4) #12' 14 x 3/4""
TO MAX 60° FROM HORIZONTAL
POST
SDP's, (2) ON RAFTE
(2) ON POST
SELF -DRILLING FASTENERS
TS RAFTER
GABLE RAIL TO RAFTER -POST :,
TSRAFTER POST:
CONNECTION :DETAIL
SIDE EXTENSION
POST / LEAN-TO
AN TO RAFTER CONN. DETAIL.
GABLE RAIL TO. RAFTER POST
RAFTE
13 .
Nat Tc Scale
CONNECTION DETAIL
Not To Scale .
i1B
'
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�S R
LEG OST
TS P
LEG POST
TS P
LICEtv
16 GAUGE U-CHANNEL BRACE
FASTENED. TO THE POST AND
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AT EACH END (4 PER BRACE)
\.
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of To Scale
LTS RAFTER
L ERNATI= FOR-VERT°ICA ROOF P EL'S) T-x
Not To Scale
TYPICAL FLOOD ..
VENT FRAMING PLAN .
NOT TO SCALE
SEE GENERAL NOTE No.-12, SHEET 1 :OF 6.
'A � rEA■ ■a•
FILE COPY
,T.
VERTICAL
SIDE ION:
OP.:
SEE
(ABLE 1 OPENING FOR -SWINGING DOOR
SHEET WITH NON:STRUCTURAL HEADER
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO
.OPENING FOR SWINGING DOOR
L
WITH NON-STRUCTURAL HEADER '
7
10F6'
EACH RAFTER WITH.(2) #12 14 x 3/4" SELF -DRILLING
.
5
S''I:
-
FASTENER SPACED NOT MORE THAN 48' O.C.7711
4
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TS
GIR4.
(Typical) '
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ROLL -UP DOOR WITH
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..
.. TYPICAL END :_
- _ .. ..
-
OPENING FOR WINDOW WITH . •
. .
WALL.OPENINGS POST/RAFTEPiGIRT FRAMING PLAN
...
LENGTH VARIES DEPENDING ON NUMBER
No"-STRU o RALWINDHWRAEL
' .. NOT -TO SCALE ..
.. - _ .. -
.. :. -
AND SPACING OF RAFTERS
(Also' applicable to End Walls),
.. TYPICAL POST/RAFTER/GIRT FRAMING PLAN -
NOT.
' TO. SCALE
BOX EAVE FRAME *.RAFTER.ENCLOSED BLDG - VERTICAL.SIDES BOX EAVE FRAME RAFTER UTILITY..BLDG -VERTICAL SIDES .
ROLL -UP DOOR SWINGING DOOR '
(As applicable) (As applicable)
ROLL -UP DOOR SWINGING DOOR '
.(As applicable). (As applicable)
_
'
ENCLOSED
LENGTH
VARIES
II
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,
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TYPICAL SIDE ELEVATION.
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TYPICAL END. ELEVATION.
BEC#�7QL ENGIN 9R D TE$TIN INC:
NOT TO SCALE
NOT TO SCALE NOT T O SCALE
NOT TO SCALE
605 WES EI(V PORK AVEN �g
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DELAND, ORIDA 32720 —
411
Thomas Be.16
.
Florida License q At- 0
11I'1:11
CAROLINA CARPORTS, INC
GENERIC PLANS FOR USE IN THE STATE. OF FLORIDA
BECHTOL ENG/NEER/NG
AND rEsnNA h7m.
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01/0512021
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