HomeMy WebLinkAboutBuilding PlansMAXIMUM ALLOWABLE
- . ' . rae�E.1' .
FBC APPROVED PRODUCTS LIST .
..
WIND "SPEED .."
E
FT FR AME, .END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
PP"RQA GE'FASTENER SPACING'.
O.VA PARTIALLY
A L
PRODUCT SUB CATEGORY.. MANUFACTURER : EXPIRATION. - ON -CENT ERS ALONG RAFTERS OR
.CATEGORY. . & DATE. D� OPEN ENCLOSED :.ENCLOSED.
A(INCHES) SO
MAXIMUM
STRUCTURAL COMPONENTS,'.. ROOF.DECK CAROLINA CARPORTS, INC.. FL6596.1-Rs . 04/05/27 180 180 : 180
WIND ULTIMATE NOMINAL POST /RAFTE-R
26 Gauge AG Panel 12/15%20
RISK WIND SPEED WIND SPEED. SPACINGINTERIOR END: :
EXPOSURE
-STRUCTURAL COMPONENTS STRUCTURAL WALL - CAROLINA CARPORTS, INC. "- FL6702.1-R6 03/14/27 18d , . 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 03/14127" :. N/A .. 164 143 " I G
-..
26 20 .._
12/16/ ,
Gauge Dutch Lap Wall Panel 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: 8 ecificatioris:a licable to 26 au a metal roof.and wall anels fastened directly to 12 or 14.gauge steel tube framing, of. 18
P PP 9. 9 panels
02/28/21 . • .
6x8 Flood Vent " ..
. gauge hat channel roof.'purlins .
. Specifications applicable only for mea et or less, -an rid -roof s opes o to 12,to 6:12 pitch).; Spacing
nroofheighmof2�0fe
"-"
,.
SWINGINGMETAL.GOMPANY FL17996.3R2 O8/26/25 N/A. 139 139
EXTERIOR•DOORS .. SWING.. ELIXIR DOOR AND -,requirements for other roof_heights arid/o ay ary. •
. .slopes .
Serves 402714. 02/28/21 .
' GROUND ANCHOR SC
F 926.5-R2 •
'EXTERIOR DOORS SWINGING. ELIXIR DOOR AND METAL COMPANY 08119/25 .: N/A' 1"74 155. . IMAl'E I (mph) CARPORT'I TA
-METAL
Series 407 :" 02/28
�1
• 10 �120. 130 . 140. 150. 160. ':170 .180. WAND DETAIL$AND FRAMING AND
EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC... FL8888 1 -R& . 12/31/21- N/A 180 174 FASTENER: SPECIFICATIONS
12
Model 203 (12' Max: Width);" 02/09/21
4 - 1 30"Anchor
FL16806:1 R5 " Detail 1D -FOR, CONSTRUCTION IN THE STATE OF FLORIDA
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. ' -. 0.4/05/27 .: N/A 179 154 -
.
12/ 1s/2o 16 .
- -Steel Roll Up Sheet" Door (12' Max: Width) ' ' "
- PREPARED FOR:
18CAROLINA.
_..
FL16806.2 R5
EXTERIOR DOORS :- ROLL -UP' CAROLI.NACARPORTS;INC:•' -. 04/65/27 N/A 180, 180, �. CARPORTS, INCw
Steel'Roll-U 'Sheet Door=' t)' Max..Width - . 12/16/20. �' `. 20
P. ( ) 4$°Anchor
Detail DOBSON; NORTH CAROLINA ..
FL16806.3-R5 04/05/27 N/A 155 . 13$." .2 27017
EXTERIOR DOORS _ ROLL -UP : CAROLINA CARPORTS, INC. - ..
Steel Roll -Up Sheet Door: 16. Max. Width 12/16/2b . -
P ( ).. n; 24 -
.
REPARED B Y.
FL16806.4-R5 04/05/27 m 26.
EXTERIOR DOORS. - ROLL -UP - CAROLINA CARPORTS,_ INC.. N/A : .180 172 BECHTOL ENGINEERING A D TESTING,'INC.-
- '12/16/20
Steel Roll -Up Sheet boor = (10' Max. Width 28 60°.Anchor 605 WEST NEW YORK AVENUE
-.32720
FL17499.1 RS 10/17/23" Detail 1C
LE HUNG: . AND DOORS- ORS- -. N/A" 175 - 157 : - 30 : .
WINDOWS SING U MI WINDOWS OCertificate'tl
o u Authorize on o. 00005492
Model 1ti5SH 11 /27/20
E
- DETAILS 1C AND 1 D SHOWN ON. SH ET 4.OF 6
NOTES:
1.:DOORS AND WINDOWS ,.SHOWN MAY BE SUBSTITUTED FORDIF.FERENT PRODUCT LINES:AND/OR MODELS• PROVIDED THE FOLLOWING.CONDITIONS ARE MET: ;
A. PRODUCT.SHALL HAVE A VALID FBC PRODUCT APPROVAL.
B: COMPONENTS ARE INSTALL ED"ACCORDING TO MANUFACTURER'S INSTALLATION REQURIEMENTS. "MAXIMUM POST SPACING FOR DUTCH LAP IS 4.0'
-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.' .. '
GENERAL. NOTES::
SYSTEM, COMPONENTS AND CLADDING .AND BASE RAILANCHORAGE. OTHER DESIGN "ISSUES INCLUDING BUT NOT LIMITED O
1 THESE PLANS PERTAIN.ONLY TO THE STRUCTURE URE; INCLUDING MAIN WIND FORCERESISTING S S. T THIS IS TO CERTIFY THAT THE CALCULATIONS AND.
PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY -SET -BACKS; FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS -ARE THE RESPONSIBILITY OF.OTHERS.
. SPECIFICATIONS HEREIN'HAVE BEEN PREPARED BY THE
:. .."
UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN, - n
2, .THESE STRUCTURES ARE.DESIGNED AS "NOWHABITABLE UTILITY/ST.ORAGE BUILDINGS.�(RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS: IMPROVEMENTS' ' . ACCORDANCE WITH THE REQUIREMENTS OF:SECTION 1609 OF
NOTSPEGIFICALLY 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 FLORIDA BUIL DING SEVENTH EDITION" (2020).
INC, WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE 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... ODE �p p
'
4• " ALL. COMPONENTS AND CLADDING..SHALL. BE INSTALLED ACCORDING TO"MANU.FACTURER'S. INSTALLATION, INSTRUCTIONS; AND SHALL MEET THE DESIGN PRESSURES REQUIRED BYTHE FLORIDA BUILDING CODE (FBC) AT THE \\� %� .. �UC' �" CQUNTY ..
R
LOCATION OF. THE BUILDING WITHIN THE STATE OF FLORIDA. �\\ -APS
ICENS
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..
BECpT ' ..ENGINEERING AND •T�$TIDIG, INC."
60 OR �
6.. CONCRETE SHALL HAVE A. MINIMUM COMPRESSIVE STRENGTH OF 2600 PSI AT 28.DAYS. THE; REINFORCING STEEL SHALL BE MINIMUM GRADE 40.. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X641 .4XW1 .4 N.�572 38: "
DE A�32
Le1�iF�o iD
a
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
TYPE -
AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR -SPECIFIC GROUND ANCHOR REQUIREMENTS.
Thomas B •
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 �'ce� (�toP
iE ;
g• POST/RAFTER BRACING /: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. " \��
�NAt_ f
1.0. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6•MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBCSEVENTH EDITION (2020) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC
CAROLINA CARPORTS,"
SEVENTH EDITION (2020) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS "ASSUMED. INC.
11. 14 GA FRAMING: 271/2" x 2-1/2" TUBE STEEL (TS) WITH 2-1/4" x 2A/4" TS NIPPLES. GENERIC." PLAN_ S FOR USE IN THE STATE OF FLORIDA .
12 GA FRAMING: 2-1/4" x 2-1/4" TS WITH 2":x 2" TS NIPPLES.
•®a o"rE 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". ,kb : ' NTS
v.
() AND �snNc bm
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.' ""'° TB SHEET I OF 6
_..
BOWfRAME RAFTER .OPEN CARPORT - HORIZONTAL ROOF BOW FRAME " RAF TER ENCLOSED BUIL-DING -HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF
FLOOD VENT (As applicable)71. ROLL -UP DOOR. SWINGING DOOR ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable) . AS applicable) (As applicable)
G.
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
BOX .SAVE 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 applicable) As applicable)— (As applicable) (As applicable)
_- - - ENCLOSED.LENGTH VARIES � � —
TYPICAL SIDE ELEVATION TYPICAL END".ELEVATION TYPICAL SIDE ELEVATION .. TYPICAL END ELEVATION TYPICAL END ELEVATION
TYPICAL SIDE 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)
-- ENCLOSED LENGTH VARIES � - � �_
i
OR
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYP L T
TYPICAL SIDE ELEVATION
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT SCALE1 I I C$C
TO .
BOCC
BEGHTOkyGINEERING AND INC.
605 WEST NE v 70RK �V,€NU
DELANa FLOR)DA k73®O. �38538 _
Thomas ew'F��
, ST F
Florida LiL ORIDP
O.
CAROi.ANA 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 a ` 01/05/2021
BECHTOL ENGINEERING mkb
NOT TO SCALE NOT TO SCALE °""" °C" E NTS
NOT TO SCALE AND TE57ING, Ina
tb G21001
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TB SHEET 2 OF 6
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S_
INSTALLATION INSTRUCTIONS'
12
4
24 16;GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
~ (2) #12-14 x 3/4" SDFS AT
�? EACH END (4 PER BRACE)
W
x
24' _MAXIMUM RAFTER SPAN ON SINGLE RAFTER. .
>24'T0. 30'RAFTER.SPAN,REOUIRES A TRUSSED RAFTER: t
'ASSHOWN ON THIS SHEET 4
TYPICAL
INTERIORRAFTER/POST FRAME SECTION BOW'FRAME
NOT TO SCALE
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
LTABLE1
3.,
4
TYPICAL RAFTERIPOST FRAMING PLAN - BOW FRAME
NOT TO SCALE
SEE
26 GA. GALVANIZED METAL ROOF PANELS
f AL'ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
FASTENED TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
INSTALLATION INSTRUCTIONS
2 12
Q3
1-1/2" 18 GAUGE FURRING t1
5
q
CHANNEL (PURLIN)
-
2
24" 16 GA U-CHANNEL BRACE'
4-
FASTENED TO RAFTER WITH
_
(2) #12-14 x 3/4' SDFS AT
F
24' 16 GA U-CHANNEL BRACE
SEE
LU
EACH END (4 -PER BRACE)
FASTENED TO RAFTER WITH
.
TABLE 1'
cO LU
LU
(2) #12-14 x 3/4' SDFS AT
SHEET
_
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER.
V,
EACH END 4 PER BRACE
_ - (
1 OF 6
-
>M' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
t
W
AS SHOWN ON THIS SHEET -
_
4.
-�
24•MAXIMUM RAFTER SPAN ON SINGLE RAFTER.
-
-
>24' TO 30' RAFTER SPAN REQUIRES A'TRUSSED RAFTER
t
-
'
..
AS SHOWN ON THIS SHEET-
TYPICAL INTERIOR RAFTERIPOST
�_
TYPICAL,BOW RAFTER GABLE END FRAMING PLAN
FRAME SECTION - BOX EAVE -HORIZONTAL ROOF
TYPICAL INTERIOR NOT TO SCALE
NOT TO -SCALE '
RAFTER/POST FRAME SECTION - VERTICAL ROOF
NOT TO SCALE
1-1018 GAUGE FURRING CHANNEL FASTENED
LENGTH VARIES DEPENDING ON
KU IRAGCG ANIM CDAnIA1G• nr DAE r=D6 -
TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING
FASTENER SPACED NOT MORE THAN 48' O C -
5
6 4.
SEE ' . MAXIMUM
SEE
TABLE 1 4' O.C. FOR
TABLE 1.
SHEET VERTICAL
-
3�
SWEET
1-OF 6
1 OF 6 PANEL.
_
4
Ili
z,
LENG
7VARiES DEPENDING
ON NUMBER
AND SPACING
OF RAFTERS
TYPICAL RAFTER/POST FRAMING -PLAN - BOX EAVE TYPICAL TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
NOT TO SCALE - POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE ®®.
NOT. TO SCALE nn 1p// l EW F ® FOR
SEE CODE COMPLIANCE
TABLE 1
TABLE 1 OPENING FOR SWINGING SHEET 12
SHEET DOOR WITH NON-STRUCTURAL 7. 1 OF 6 5 . LUG11Uu.ulm
1OF6 ..HEADER 5
8 s
5. 5 6 4
4 4
4
12' MAX. OPENING
FOR ROLL -UP DOOR .
WITH STRUCTURAL
HEADER
10" (TYPICAL) .
NONSTRUCTURAL. HEADER
TYPICAL SIDE WALL OPENINGS FRAMING PLAN (Also appliwcahle to
to oWRAIL
End' Walls)
NOT TO SCALE
_.... _-..._LD
S
4 2 _ 13
4 .q .. 5-
24' 16 GA U-CHANNEL BRACE
2 - '
6
4
FASTENED TO RAFTER WITH
4
4
4
OPENING FOR
g,
(2) #12=14 x 3/4" SELF -DRILLING
12' MAX. OPENING FOR
SWINGWGDOOR
WITH NON-
STRUCTURAL
4
SCREWS AT EACH END
(4 PER BRACE)
-
.
ROLL -UP DOOR WITH
HEADER
_
.4
NONSTRUCTURAL
4
1.
3.
3
.4
HEADER
4 Ar-
A'
TYPICAL
ROOF EXTENSION' OPTION MAIN STRgGtI)FW I.I I / / / / / STANDARD LEAN-TO OPTION
END WALL OPENINGS POST/RAFTER. FRAMING PLAN.
TYPICAL LEAN-TO OPTIONS FRAMING S.SHOWN
NOT TO SCALE
RD
NOT TO SCALE (BOX EAVE RAFTER -SHOWN; ONLX',ST Lwf%e AE BCE TO BOW FRAME RAFTER)
L.
_
24" 16 GA U-CHANNEL BRACE (FT0 T POST)
48" 16 GA U-CHANNEL BRACE (V TO 14' POST)
BjCH. OL ENQ ANC_ ESLING, INC.
886 WEST:NEWYdRV A r _
BRACE ANGLE SHALL BE MIN.30`
DBb*D,FLORIDA 32720._ �{ _
TO MAX. 45° FROM HORIZONTAL
iTT —
FULL 6" WELD
tY _
BOTH SIDES
L(/`
6"
\
4
ThomaS a Ij P.E. �\
Florida.'
5'
CAROLINA CARPORT$, INC.
WELD ALL WEB
CONNECTIONS,
4
4
.GENERIC PLANS FOR USE .IN THE STATE .OF FLORIDA
BOTH SIDES
FREESTANDING
BECHTOL ENGINEERING
°F
°"" 01/05/2021
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n
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OPTIONAL 24F -1n TO 30F TRUSSED RAFTER - BOW OPTIONAL 24, -1 TO 30, TRUSSED RAFTER - BOX EAVE LEAN=TO FRAMING PLAN tb c21oo1
NOT TO SCALE NOT TO SCALE NOT TO SCALE _ ��""�ftwmO1°' " '°� TB SHEET 3 OF 6
INSTALL 1/2" x MINIMUM,5" TAPCON REDHEAD LD.T
INSTALL 112" x MINIMUM 5" TAPCON REDHEAD LOT
ANCHOR OR'1/2' x MINIMUM.5-1/2' EXPANSION ANCHO
ANCHOR OR 112" x MINIMUM 5-1/2" EXPANSION ANCHOR
DRILL 5/8' HOLE THROUGH THE
2" WASHERS
DRILL 518" 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. POSTS ALONG. SIDES AND EVERY END
ANCHOR EYE WITH 1/2' DIAMETER
TS CONTINUOUS
ANCHOR EYE WITH 11T DIAMETER
TS CONTINUOUS
WALL POST ALONG END WALL SECTIONS
WALL POST ALONG END WALLSECTIONS
THROUGH -BOLT
BASE RAIL:
THROUGH -BOLT
BASE RAIL .
4" MINIMUM 2' MINIMUM
6"
TOP OF ASPHALT PAVEMENT.
TOP OF ASPHALT PAVEMENT.
OR STABLE GROUND SURFACE
OR STABLE GROUND SURFACE
71IN.
N MUM 2-1/2' E EDM
I EMBEDMENT
- ----- --__----_----:-:_-----__-- _ - - MINIMUM 2-1/2" EMBEDMENT
E YE ANCHOR
-- - -- - I•..
`.
5/8" ROD 48" LONG
WITH 6' HELIX
OR
' 12"
p
5/8" ROD 60" LONG
(SEE GROUND ANCHOR
EYE ANCHOR
:(SEE GROUND ANCHOR
P I�
12'--1
!LTHIIC CONC. FOOTING (2500 PSI MIN.)_
RCED WITH 2 #5'S CONTINUOUS
E BASE .RAIL ANCHORAGE
- 1
DRILL 5/8" HOLETHROUGH THE 2' WASHERS
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 112" DIAMETER TS CONTINUOUS
THROUGH -BOLT BASE RAIL
(SEE GROUND.ANCHOR
MINIMUM4" SCHEDULE, SHEET) OF6;
FOR REQUIRED ANCHOR)
CONTINUOUS 4"
CONCRETE PAVEMENT
EYE ANCHOR
CONCRETE BASE RAIL ANCHORAGE
1 E Not To State (OPEN, CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCESHOWN IN DETAIL 1B) .
TS TRUSSED RAFTER CHORD, .
R NON-STRUCTURAL HEADER
TS END POST OR DOOR/
WINDOW FRAME POST 2'x2'x2" 16 GA ANGLE CLIP
SECURE TO POST (EACH SIDE)
TS BASEMINDOW RAIL OR AND RAFTER CHORD/RAIL WITH
NON-STRUCTURAL HEADER (4) #12-14 x 3/4' SDF's, (2) ON
( GA IF ROLL,UP DOORFRAME) 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 CONK. DETAIL
Not To Scale
MINIMUM 4" WITH 7'. HELIX, SCHEDULE, SHEET 1 OF 6,. 5/8 ROD 30" LONG SCHEDULE; SHEET 1 OF 6, .
. Z AS APPLICABLE . FOR APPLICABILITY) WITH.DBL 4' HELIX FOR'APPLICABILITY)
CONTINUOUS 4' CONCRETE PAVEMENT
CONCRETE BASE RAIL-
fig: BASE.RAIL DEEP ANCHORAGE BASE RAIL ANCHORAGE -
Not Scale (OPTIONAL -OPEN CARPORTS.ONLY) C p
- Not To Scale- . - Not Ta Scale
16 GA U.-CHANNEL BRACE (5' TO T.POST) TS BOW RAFTER 6' LONG TS NIPPLE
16 GA U.-CHANNEL BRACE (V TO 14' POST)
BRACE -ANGLE SHALL BE MIN. 45°SECURE POST TO NIPPLE
TO MAX. 60° FROM HORIZONTAL NO SCREWS WITH (4) #12-14 x 3/4" SDOs' -
REQUIRED
NIPPLE TO 3/16" IN BOW BEND 5'
RAFTER '
4". 16 GA U-CHANNEL BRACE (6 TO T POST) .
TS RAFTER 48" 16 GA U-CHANNEL BRACE (V TO 14' POST) _ TS RAFTER POST
9-1/2" BRACE ANGLE SHALL BE MIN. 45
° TO MAX. 60° FROM HORIZONTAL PPLE TO 3/16" i
SE RAIL
TS CONTINUOUS BASE RAIL
6' LONG TS NIPPLE 6" o 3"
SECURE POST TO NIPPLE WITH
(4) #12-14 x 3/4' SDFs q 3' 6' LONG TS NIPPLE
SECURE RAFTER AND POST TO
° NIPPLE W ITH.(4) AS -14 x 3/47
TS RAFTER POST
TS.RAFTER POST SELF-DRILLINGF FASTENERS
BOX EAVE RAFTER/POST DETAIL BOW RAFTER/POST DETAIL �1 PO ST/B ASE RAIL CONN, DETAIL.
J Not To Scale
ZA Not To Scale Zg Nat To Scale
. .
CODE 6/®PLsl1NCE.
TS POST
��`m �UCIE COUNTY
2.x2'x2"16GAANGLE CLIP \��I111I II!/1�/ Blow
SECURE TO POST AND TOP OF \ \\\ �� c9 L I �� �g
S�
TS RAFTER POST HEADER, OR BOTTOM OF WINDOW \ i
RAIOGIRT WITH (4) #12-14 x 3/4" SDF's �� EN
(2) (2) ON TOP OR BOTTOM, (2) ON SIDE L� F
BECI�Tdb ENGINEERING AND Tlb�TkG, INC.
605WEST NEW YORK�N(��j3 '
DELAND. LO}21DA 32720
1.1/2' x 1-1/2" x.2" 16 GA CLIP TS NON-STRUCTURAL HEADER
ANGLE SECURE TO
POST AND BASE RAIL -
WITH (4) #12A4 x 3/4" SDF's,
(2) ON TOP, (2) ON SIDE Thomas �� E.
Florida
❑ TS WINDOW RAIL OR GIRT `
FOR VERTICAL SIDING OPTION/�� ONA` \\\
IIII
VTSCONTINUOUSBASERAIL NON-STRUCTURAL HEADER, WINDOW CAROLINA CARPORTS, INC.
5 END POST/BASE RAIL CONN. RAIL, OR. GIRT TO. POST CONN. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
Not To Scale Not To Scale '� °�` 61/05/2021
- _- BECHTOL ENGINEERING mkb ""E NTS
- AND TES77NO, /no. th
�...�w..�.�. TB SHEET 4 OF 6
2SZ2"x2' 16 GA ANGLE CLIP
SECURE TO. POST AND
RAFTER WITH (4) #12-14 z 3/4° -
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 3/4" SDF's,
(2) ON POST, (2) ON RAFTER
END POST/RAFTER CONN. DETAIL_
7 Not To Scale
�1-1/2• x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO RAFTER .
AND GABLE RAIL WITH (4)
'#12-14 x 3/4".SDF's, (2) ON TOP,
1-1/2" x 1-1/2" x 2* 16 GA (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
TS RAFTER POST
GABLE RAIL TO RAFTER POST
CONNECTION DETAIL
11 A Not To Scale -
NIPPLE TO
DBL. HDR.
\FTER POST
"LONG TS NIPPLE
1/8" SECURE WITH (4) #12-14 x 3/4•
r-,
SELF -DRILLING FASTENERS
po
2 GA DOUBLETS HEADER
2 GA TS POST 3/16" NIPPLE TO
L41i�
DBL. HDR.
RAFTER POST/DBL. HEADER DETAIL RAFTER POST/HEADER DETAIL
$ Not To Scale 9 Not To Scale
1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE
SECURE TO RAFTER POST AND
-GABLE.RAILWITH (4) #12-14 x 3/4' SDFs, 'NIPPLE TO 3/167 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 3/4' SDF's, _
1-1/2' z 1-1/2' x2' 16 GA CLIP. ANGLE
SECURE TO RAFTER AND GABLE
RAIL WITH (4) #12-14 x 3/4" SDF's, "
(2) ON TOP, (2) ON.BOTTOM I '
F- '
lol
24" 16 GA U-CHANNEL BRACE (5' TO T POST)
6' LONG TS NIPPLE 48" 16 GA U-CHANNEL BRACE (V TO 1W. POST).
SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45°
TO NIPPLE WITH (4) #12-14 x 3/4" TO MAX. 60' FROM HORIZONTAL
SELF -DRILLING FASTENERS' TS RAFTER POST
TS RAFTER POST
SIDE EXTENSION
GABLE RAIL TO.RAFTER POST RAFTER/POST DETAIL
CONNECTION, DETAIL 12 Not ToScaie.
1 1 B Not To Scale
6• LONG TS NIPPLE
SECURE EACH WITH
(4) #12-14 x 314"
SELF -DRILLING FASTENERS
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH. (2) #12-14 x 3/4" SDF
2'
SPACED NOT MORE THAN 48' O.C.
26 GA. METAL ROOF
2-1/4" FOR
PANEL
12 GA FRAMING
2-1/2° FOR
14 GA FRAMING.
16 GAUGE U-CHANNEL BRACE
TS RAFTER
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14 x 314• SDFS
AT EACH END (4 PER BRACE)
ROOF PANEL ATTACHMENT
BRACE SECTION
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
Not To Scale
TS LEG
TS
TS BAS
TYPICAL FLOOD
VENT FRAMING. PLAN
NOT TO SCALE
SEE GENERAL NOTE No. 12,'SHEET 1 OF 6.
6' LONG TS NIPPLE
SECURE EACH WITH (4)#12-14 x 3/4"
SELF -DRILLING FASTENERS
12 GA TS POST
TS BASE RAIL
3/16" NIPPLE TO
BASE RAIL
RAFTER POST/BASE
10 BASE RAIL CONNECTION DETAIL
Not To Scale
TS RAFTER POST
2'x4° 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
POST / LEAN-TO RAFTER CONN. DETAIL
� `� Not To Scale
R2. U IE E® FOR..
CODE CO PLI�+NCp..r
®° L UCIE CO1IN
\/
\0 SRHg
611�.
oe sr6r w oGr�deE ' AND;I STING, INC..
DEtk% FLORIDA.32720 8
v
Thomas B 1. P.E. R
Florida RV' .
VERTICAL
SIDE -OPTION
SEE
5
TABLE OPENING FOR.SWINGING DOOR
SHEET H ST
1� OF6 ��WIT
I I NON- RUCTURAL HEADER
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 NON-STRUCTURAL HEADER
n
n
6
q
SEE
TABLE 1
„SHEET
1OF6.
8.
Li =
9..
17 MAX. OPENING FOR
ROLL -UP DOOR WITH3STRUCTURALHEADER
uq
56
10.
4
. _ :OPENING FOR WINDOW WITH.
- NONSTRUCTURAL HEADER.
LENGTH VARIES DEPENDING ON NUMBER AND WINDOW RAIL
AND SPACING OF RAFTERS (Alw applicabla to End Walls) .
'
BOX EAVE FRAME RAFTER..ENCLOSED BLDG -VERTICALSIDES BOX EAVE FRAME RAFTER "UTILITY .BLDG VERTICAL SIDES .•
ROLL=UP DOOR SWINGING DOOR ' ROLL-UP'DOOR SWINGING DOOR
(As applicable) (As applicable) (As applicable) (As applicable)
6•
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
TYPICAL -SIDE ELEVATION TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
REVIEWED FOR
CODE- C:O NCE
STa LUCIE COUNTY
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RHB