HomeMy WebLinkAboutConstruction PlansReular Boxed Eave
g
18'x21'x-6'
181 x 211 x 61
6' Side Height
ode
-4-149a. 2 112". Frame
I-INSTA LLATION. OF ANY
LAND MUST BE LEVEL PRIOR TO THE
Roofing Workmanship War rant
.ALL. A'0406§40-K.Ev,6r_y Log 11, B u i I din 9,P,(Lim1t, t
BUILDINGS: 6' Centers_ ,
C
41M, .0' 31ir,
Cement -or(".fiiA
SMUNMIARMI
12 x 21 20 x 21 22 x 21 24 x 21 12 x 21 20 x 21. 22.x,21 24.x21
$1,195 $1,495 $1,695, $1,895 $1,295 $1,695 $1,819-5., -$2,095
1.2 x 26 18 x 26 20 x 26 22 x:26 24 x T6_ 12 x 26 18 x 26 20 X 26 22 x.26, �24 x -26
'4
4
x 8
9
'4
2
5 x 26
$1,470] $I_j6.20: $1,870 $2,120 $2,370 $1,620 $1,77451 12,120 _$2137.0:,'_.$23'620
12.x 31 18 x 31- 20, x 31 22x31. 24 x 31 12 x 31: 18 x 31 20x.31 2-2,X,31: `24 x -3-1
$1,145 $1,;9.45 - $2,245 $2,545,, $2,845 $1,945- 95 2 �545 :$3
.$2,0 J 45
x
12 x 36 18 k 36' 20'x 36 '22 x1:3_6' 24 x 36 12 x 36, M.x 36, 20 x:313 12Z�kZ§ 24 x 36
$
0
$3,320 $2,270 t9.970 43 670
$2,020 $�2270�$2,620
Buildings, over 36 feet long must be vertical roof style.,
Vertica
C
E
cc
21,'x 6'
C
- 4_ ..�t '
'.;!kT�:REQU!kES '
cc
A TELES.POPIP,�.
0
U LNG PORK
C0
)�,,YiEAR.'Limited -Rust ,T'hr!'DughWartigty"*"4n.l,,
Panels for Vertical Roofs up to Ang leng t h
12x .21 20 x 21122 x 2,1124 x 2 t.
`$1 ;5 9 5,
1, 995 1
'$2,195 1
$2 395
12 x 261
1.8, x .260.;
20 -x 26
-22 x 26
24 x 26
$11 995
$2,121.$2,495,1
$2,145:1
$2,996
12 x 31
$2,395
-18,x 31,
$2,545,
20,x 31
$2,995
:22 x 31.1
$3,2.95
24 x 31-
.$3,595.
12 x 36
18 -x,'%36. 20 k 36
221X.36,
24 x 36
$2,796.
$2.9 . 76,'j'$8,495
$8,845
$4,195
12 x4l
18 i x, Mtt' 2 0 x 4 1
1
2 2, � x,. 4 1 �
24 X 41
$3.195
1 $3,995
s,$4,395
$4,795
F7,
f
7 _Zdaft, Upgra deAvailable.
.Wql Cert . Ified . 12ga or
I 80r�ph
F windtoad
CCI BUILDINGS ARE "PRODUCT APPROVED" BY THE STATE OF FLORIDA Amedcan Built
r
_
TABLES
FBC APPROVED PRODUCTS.LIST
MAXIMUM ALLOWABLE
RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER -SPACING SPECIFICATIONS
. WIND SPEED
AVERAGE FASTENER SPACING
Q4
ON -CENTERS ALONG RAFTERS OR
PARTIALLY
APPROVAL.
, EXPIRATION
MAXIMUM
PURUNs, AND POSTS OR GIRTS
(INCHES)END
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
NO.B DATE .
DATE
OPEN
ENCLOSED
ENCLOSED _
WIND
ULTIMATE
NOMINAL
POST / RAFTER
' 'i
RISK
CATEGORY
EXPOSURE
CATEGORY
WIND SPEED
W
(MPH)
WIND SPEED
(MRH)
SPACING
(FEET)
INTERIOR
POSTSIRAFTERS
POSTS/RAFTERS
a
fiRItJCTI RP L COMPONENTS
OOF DECK
BBOLINA.CARPORTS ING
i` 59 1f R5
� �
U_4LU5f27
180
180
180
26 Gauge AG' Pane � �
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS; INC. FL6702.1=115. 03/14/27 180 180 180 r i TO 5 89 TO'116 5.0 6'�
26 Gauge AG Panel 1Oil 0/17. G, 151 TO 180 117 TO 139 4.0 6 6
STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC. FL29622.1 09/01/20 N/A N/A N/A NOTES:. 1. Specifications applicable to 26 gauge metal roof and well panels fastened directly to 12 or 14 gauge steel tube framing, or 18
16x8 Flood Vent 05/15/19 gauge hat channel roof pudins.
2. Specifications applicable -only for -mean roof height of.20 feet or less, and roof slopes of7° to 27° (1.5:12 to 6:12 pitch), Spacing
EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3=R1 09/14/20 N/A 139 1.38 requirements for other roof heights and/or slopes may vary.
Series 402-14 01/29/18
.GROUND ANCHOR SCHEDULE
EXTERIOR DOORS - SWINGING• ELIXIR DOOR AND METAL COMPANY FL17996.5-R1 09/14/20. N/A 165 147
Series 407 01l29/18 ULTIMATEWINDSPEED (mph) METAL CARPORT INSTALLATION PLANS
110:.120,.:130..140 .150 _160 .170. 180 AND DETAIL&AND FRAMING AND
EXTERIOR DOORS ROLL -UP. ASTA INDUSTRIES INC. FL8888.1-R5 1V31/20 N/A 180 174 FASTENER SPECIFICATIONS
Model 203 (12' Max. Width) 10/07/17 17
14 30" Adchdr.
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC.. FL16806.1-R4 11/11/20 N/A 158 .138 FOR CONSTRUCTION IN THE STATE OF. FLORIDA
Steel Roll Up Sheet Door (12' Max. Width) 06118/19. _� 16.. Detail 1D .
WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R5 10/17/23 N/A 175 157. _ 18 PREPARED FOR:
Model 185 SH 03/27/19 .. o
CAROLINA CARPORTS; INC.
20 48" Anchor P.O: BOX 1263
11/11/20 Detail lC
EXTERIOR DOORS - - ROLL -UP CAROLINA CARPORTS: INC.. FL16806:2-R4 N/A 180 180, C9 22 DOBSON,.NORTH CAROLINA 27017
Steel Roll -Up Sheet Door - 8' Wide 06/18/19 24
Z
11/11/20 2fi PREPARED R1.
EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS; INC. FL16806.4-R4 N/A 180 172 BECHTOL ENGINEERING A D TESTING, INC.
Steel-Roll-Up'SheetDoor -10'Wide 06/18/19 m. AVENUE
28 4kcho�rEXTERIOR DOORS ROLL=UP CAROLINA CARPORTS, INC. FL16806.3-R4 11111/20 N/A 155 133 30 D N R 32720-Steel Ro11-Up Sheet Door -16 Wide 06/18/19
C6e rizati No.00005492
1CA T
DEl'AILS ND 1D SMOWN ONSHEE
.. 2--r5
NOTES:, . ..
1: DOORS: AND WINDOWS SHOWN MAY'BE.SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR:MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET:
�^O
E
T ALL HAVE A VALID.FBC PRODUCT APPROVAL.!!
A. PRODUC SHALL
V-
B. COMPONENTS ARE'INSTALLED ACCORDING. TO MANUFACTURER'S INSTALLATION REQURIEMENTS.
30®E C0M1'1•IANC E
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 A000MODATE
SUBSTITUTED PRODUCT.
St. L;U IE COUNTY
G=NERAL--NOTES•
tt��'''� 171u
*MHESEiPL:�NS"PERTAI 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 C TYON /UM&ld
LLECTRIOAL, 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
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
UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN
ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609.0E
OT 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,
INC tiWHI_ Ctd.E)�ERT A DITIONP L-LOADS ON"THE STRUCTURE SHALL BEAT THE OWNER'S RISK. BECHTOL ENGINEERING. AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE -TO THE
THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS
ARE VALID UNTIL THE.NEXT REVISION OF THE FLORIDA BUILDING
A�P.,2LICATION OF ADDITIONAL LOADS:
I CAT I
CODE.
3. ALLSTEEL TUBING SHALL E 50 KSf GALVANIZED STEEL. ALL. FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
H
S •
i
�}- Ati:--COMPONENTS ANO-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_OEETFiE BUIL 114G WITHIN THE STATEOF FLORIDA.
E o INA ERING Afd itING.1NC.
Et 4E
5. ALL.FG_C IELD_ERAMINONNEIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED.
�
DEtAND, FLORID
Ceitiflgateof No.-
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 GROUN N NOR -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
0
F1od ESTATE .
AND/0R CQNCRET SLAB CON. TRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS.
• •IVP
/SSA
8, CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 1/2" x 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR, SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT.
ONA�
I
POST/RAF-TiERBRACIRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS.
10 FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED R318.1 OF THE FBC SIXTH EDITION (2017)-RESIDENTIAL, AND SECTION'1816.1 OF THE FBC SIXTH
PSF IS ASSUMED.
CAROLINA CARPORTS, INC.
EDITION (20117) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000
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
�FRAMING2-1/4"�TS WITH-2re2SNIPP-CES.
,e, „� 01/20/20
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 °t"'"' mkb 'G a NTS
'WD �N�c`
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
"�"S GT
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6.
kA
oa�ana arm�.ca: eiw'w.®irw. uo wiewi pro eo�d
d�'"'�"'�'�� �"'�''� TB SHEET 1 OF 6
T 1 O
Q1t9hFRRME RAFTER�ETTCARPORT - HORIZONT�tdO]
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)
r
-
ENCLOSED LENGTH.VARIES
_
- -
TYPICAL'SIDE' ELEVATION TYPICAL END.ELEVATION.
TYPICAL END ELEVATION'
..
TYPICAL SIDE ELEVATION,..
- ..
TYPICAL END ELEVATION.
TYPICAL.SIPE 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
FL OOD VENT (As
ROLL -UP DOOR SWINGING DOOR
ROLL -UP DOOR . SWINGING DOOR
.applicable)
(As applicable) (As applicable)
..
(As applicable) ..
(As applicable)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 NOTTO-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 ENCLOSEDBLDG - VERTICAL' ROOF
BOX EAVE FRAME RAFTER UTILITY.BLDG - VERTICAL ROOF
FLOOD VENT (As applicable)
7."
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 END ELEVATION
TYPICAL SIDE ELEVATION . TYPICAL END ELEVATION
TYPICAL , IDE ELEVATION.
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE NOT TO SCALE.
EVI�ED
FOR �I�I111111/��
COMPLIANCE.
�. %
OIDE
w,
.. •••
BeCK# N � TING, INC.
ST. LUCID COUN
O i
p� RIDYiD A 3r o N •••
BCC
Cea1B�?I'
E:
OF
CAR':. >��TSI INC.
GENERIC PLANS FOR IN THE STATE OF FLORIDA
TYPICAL BOW RAFTER GABLE END ELEVATION,
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
SCALE
TYPICAL BOX EAVE RAFTER GABLE END ELEVATION
NOT TO SCALE
BECHTOL ENGINEERING
°P"""' mkb
01/20/20
" NTS
NOT TO SCALE
NOT TO
AND 7ESUNG, Ina
tb
G20001
O�[AL90�NCi4.BNRONBIdLA1D W1EAW11F8ffMfi Bi��iB
TB
SHEET 2 OF 6,
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
12 .
Q3
24" 16 GA U-CHANNEL BRACE
FASTENED?O RAFTER WITH
(2) #12-144 3/4' SDF's AT
EACH END (4 PER BRACE)
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER-. .
>24' TO 30' RAFTER SPAN REOUIRES A TRUSSED RAFTER
AS SHOWN ON THIS SHEET' '
NOT TO SCALE'
LENGTH -VARIES DEPENDING ON
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACT_ URER'S
INSTALLATION INSTRUCTIONS '
2 12
a. Q3.
24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12A4 x 3/4" SDF's AT
_ EACH END (4 PER BRACE)
o 24' MAXIMUM RAFTER SPAN ONSINGLE RAFTER
.O >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
F AS SHOWN ON THIS SHEET' -
TYPICAL INTERIOR RAFTER/POST
FRAME SECTION - BOX EAVE —HORIZONTAL ROOF
NOT TO SCALE
LENGTH VARIES DEPENDING ON,
TYPICAL RAFTER/POST FRAMING:PLAN - BOX EAVE
NOT TO. SCALE.
SEE
SEE TABLE
TABLE 1 OPENING FOR SWINGING.. SHEET
SHEET DOOR WITH NONSTRUCTURAL T� 1 OF 6
1 OF 6 HEADER
12' MAX.: OPENING :. FOR ROLL
-UPDOOR
WITH STRUCTURAL
HEADER
10" (TYPICAL)
vNOWSTRUCTURAL HEADER
TYPICAL SIDE WALL OPENINGS FRAMING PLAN AND WINDOW RAIL
' (Also applicable to End Walls)
NOT TO SCALE
D
i
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW
NOT TO SCALE
` , -
OPENN6FOR
SWINGMG DOOR
12' MAX. OPENING FOR
wrtNNOK
STRUCNROL
ROLL -UP DODR WITH
NWER
NONSTRUCTURAL
. Ncnnm
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
1-1/2'.18.GAUGE FURRING
CHANNEL (PURLIN).
r `7
24" 16 GA. U-CHANNEL BRACE
3 FASTENED, TO RAFTER WITH
w (2).#12=14 x 3/4" SDPs AT
_ EACH END (4 PER BRACE)"
O ..
.24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
p AS SHOWN ON THIS'SHEET a
. TYPICAL BOW RAFTER GABLE END FRAMING PLAN
TYPICAL INTERIOR
NOT TOSCALE �vIEWE® FOR
RAFTER/POST FRAME SECTION' -VERTICAL ROOF, ,
NOT TO SCALE �,p
1-1/2" 18 GAUGE FURRINGCHANNEL FASTENED '" ®®E C®M����
TO EACH RAFTER WITH .(2)#12-14'X3/4'SELF-DRILLING ST® �• UCIE COUNTY
FASTENER SPACED NOTMORE THAN 48" O.C. 4se4�7
6" -i i- 6'
SEE SEE MAXIMUM
TABLE 1 4' 0f FOR =
ABELE ETI SHEET- VERTICAL s
SH
1OF6 1OF6 .. PANEL
.. 8 -
4 .. .. . .
8
LENG VARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS
TYPICAL BOX-EAVE RAFTER GABLE END FRAMING PLAN
TYPICAL
POST/RAFTER FRAMING PLAN- VERTICAL: ROOF NOT TO SCALE . .
NOT TO SCALE
TYPICAL
END WALL:OPENINGS. POST/RAFTER FRAMING PLAN
NOT TO SCALE
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE
NOT, TO SCALE
4 5
24" 16.GA U-CHANNEL BRACE.
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4" SELF=DRILLING
SCREWS AT EACH END
(4 PER BRACE)
. 3 3. .. .. .1 .. i
. 4 4.' 4' 4
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):
11i.i11
24" 16 GA --CHANNEL BRACE TOT POST) BE H� L.N0IN R! pf ID TESTING
48' 16 GA U-CHANNEL BRACE (8'. TO 14' POST)' � .y� ,U
BRACE ANGLE SHALL BE MIN. 30" O'p
O i
TO MAX. 45'.:FROM HORIZONTAL \� pf Zo:;r ����••• .
LD
FREESTANDING
LEAN-TO FRAMING PLAN
NOTTO.SCALE.
INSTALL 1/2" x MINIMUM 5"-TAPCON REDHEAD LOT INSTALL ,1/2' x.MINIMUM 5' TAPCON REDHEAD LOT '
ANCHOR OR 1/2' x MINIMUM 5-1/2" EXPANSION AN 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 POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 1/2-DIAMETER TS CONTINUOUS ANCHOR EYE WITH. DIAMETER TS CONTINUOUS
WALL POST ALONG END WALL SECTIONS WALL POST ALONG END WALL SECTIONS:. THROUGH -BOLT BASE RAIL THROUGH -BOLT BASE RAIL
MINIMUM • 2" MINIMUM MIN.`6' TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT
OR STABLE GROUND'SURFACE OR STABLE GROUND SURFACE
MINIMUM 2-1/2" EMBEDMENT'4- - E
MINIMUM 2' 1/2" EMB DMENT
EYE ANCHOR
5/8" ROD 48" LONG
+ WITH 6° HELIX
OR
12' b/8' ROD 60".LONG V{SEE EYE ANCHOR.. )16R(SEE GROUND ANCHOR
GROUND ANCHOR
r. SCHEDUCE,•SHEET10F6,.
MINIMUM 4'
WITH T HELIX, SCHEDULE, SHEET 1 OF 6, 5/8" ROD 30" LONG
`• AS•APPLICABLE,. FOR APPLICABILITY) WITH'DBL 4" HELIX- FOR APPLICABILITY]
12 -1 . CONTINUOUS 4• CONCRETE PAVEMENT'
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5's CONTINUOUS
CONCRETE. BASE RAIL ANCHORAGE B CONCRETE BASE. RAIL ANCHORAGE BASE RAIL DEEP ANCHORAGE t � BASE_RAIL ANCHORAC'
A Not To Scale (OPTIONAL -OPEN CARPORTS ONLY) (; T�
Not To Scale - Not To Scale . Not To Scale
DRILL 5/8' HOLE THROUGH THE' 2" WASHERS 24" 16 GA U-CHANNEL BRACE (S TO T POST)
6" LONG TS NIPPLE
BASE RAIL AND SECURE TO 48" 16 GA U-CHANNEL'BRACE (IT TO.14' POST) SECURE POST TO NIPPLE
ANCHOR•EYE WITH 1/2" DIAMETER' . - TS CONTINUOUS BRACE ANGLE SHALL BE.MIN: 45" I S
NO SCREWS
TS BOW RAFTER
THROUGH -BOLT BASE RAIL' TO MAX. 60' FROM HORIZONTAL
WITH (4) $12 14 z 3/4' DFs
REQUIRED
NIPPLE TO .3/16° . N BO
W OW BEND 5"
RAFTER
4", 16 GA U CHANNEL BRACE (5°TO T POST.)
TS RAFTER 486.16'GA U-CHANNEL BRACE (8' TO 14'"POST) TS RAFTER POST
BRACE ANGLE SHALL BE MIN. 45°� '
TO MAX. 60° FROM HORIZONTAL NIPPLE TO. 3/16"
(SEE GROUND ANCHOR:. g• o ° TS CONTINUOUS BASE.RAIL
BASE RAIL
MINIMUM 4' SCHEDULE, SHEET 1'OF 6, 6" LONG TS NIPPLE 6"
FOR REQUIRED ANCHOR) 3°
SECURE POST TO NIPPLE WITH
(4) #12-14 x314" SDF's 3 6", LONG TS NIPPLE
SECURE. RAFTER AND POST TO.
CONTINUOUS4" TS RAFTER POST, NIPPLE WITH (4) #12-14x 3/4"
CONCRETE PAVEMENT. TS RAFTER POST SELF-DRILLING'FASTENERS
EYE ANCHOR i ■
r * OS-1 /B
2A BOX EAUE RAFTER/POST DETAIL r2B_ � OU�/jRAFTER/ O TIDE-�TrAI_ �3� No to Scale A
..
"SE•RAIL CONN,-DE-T�fIL-
CONCRETE BASE RAIL ANCHORAGE. e
1 E Not To Scale. (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES.NOT ��� ��� �O
MEET: MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B).
�O® COMPL,IAN
TS POST ST. L UCIE COUNTY'
� u111/�/�i .
2"x2"k2°16GAANGLECLIP
H
SECURE TO POST AND TOP OF. BECH idL G9 INC.
TS RAFTER POST HEADER, OR BOTTOM OF WINDOW, 605 WEST N d U
RAIIJOIRT TS TRUSSED RAFTER CHORD, (ON TO OIR BOTTOM' (2) ON SIDES � 3272 N
DA
OR NON-STRUCTURAL HEADER — g
TS END POST OR DOOR/ _1\17. 7.
WINDOW FRAME POST . 2"x2"x2" 16 GA ANGLE CLIP
SECURE TO. POST (EACH SIDE) 1-1/2" x 1-1/2" x 2", 16 GA CLIP TS NON-STRUCTURAL HEADER Tfiom�P��.TS BASENVINDOW RAIL OR AND RAFTER CHORD/RAIL WITH ANGLESECURETO FlgidNON-STRUCTURAL HEADER (4) #12-14 x 3/4" SDFs, (2) ON POST AND BASE RAIL E.OF , ;
(12 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE WITH (4) #12-14 k 3/4" SDF's, T P�oR\pP•`•
(2) ON TOP, (2) ON SIDE
NOTE: AT ROLL -UP DOOR
OPENINGS, POST SHOULD 0 TS WINDOW RAIL OR GIRT
BE FLUSH.WITH RAIL END.
FOR VERTICAL SIDING OPTION
CLIP POST TO RAIL ONLY ON.
SIDE OPPOSITE THE OPENING.,
VT., CONTI'NUOUS BASE RAIL NON=STRUCTURAL HEADER, wlNDow CAROLINA CARPORTS, INC.
POST TO RAIL, TRUSS CHORD, OR END POST/BASE RAIL CONN. RAIL, OR GIRT TO POST CONN. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
4 NON-STRUCTURAL HEADER CONN. DETAIL s N tTOScale 6 Not To Scale
'�°' °"'° 01/2bi2o
Not To Scale
2"z2'x2' 16 GA ANGLE CLIP
SECURE TO POST AND .
RAFTER WITH (4) #12-14 x 3/4"
SDP'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' SDP's,
(2) ON POST, (2) ON RAFTER
END POST/RAFTER. CONN. DETAIL
7 Not To Scale : .
7-1/2 . 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,
1-112". x 1.1/2 x 7 16 GA (2) ON BOTTOM
CLIP ANGLE. SECURE TO
RAFTER POST AND GABLE
RAIL WITH (4)'#12-14 x 3/4' SDFs
(2) ON TOP, (2) ON SIDE TS GABLE RAIL
TS RAFTER POST
GABLE RAIL TO RAFTER, POST
1.1A . CONNECTION DETAIL
Not To Scale
2-1/4" FOR
12 GA FRAMING
P-1/2' FOR
14 G, FRAMING.
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) —
-'R-AC. E-S ECTI OtN�
Not To Scale
I
NIPPLE TO '3/16'
DBL. HDR: TS RAFTER POST
6' LONG TS NIPPLE
'SECURE EACH WITH (4) #12-14 x 3/4" -
SELF -DRILLING FASTENERS
6" LONG TS, NIPPLE
SECURE EACH WITH ° LONG TS.NIPPLE" 12 GA TS POST
(4) #12-14 x 3/4" i/8° SECURE' WITH (4) #12A4 x 3/4"
SELF -DRILLING FASTENERS r� SELF -DRILLING FASTENERS
I
TS BASE RAIL
i 1 I I
o f o I 2 GA DOUBLE TS HEADER
2 GA TS POST 3/16` NIPPLE TO
DBL. HDR.
3/16 NIPPLE TO
BASE RAIL
.. _ . RAFTER POST/BASE
RAFTER.POST/DBL: HEADER DETAIL,. RAFTER POST/HEADER DETAIL BASE RAIL C.ONNECTION.DETAIL.
Not To ScalO 9 Not To Scale Not To Scale
1-1/2", z 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" SDP's, NIPPLE TO 3/16" 6' LONG TS NIPPLE
TOP AND BOTTOM.. ( Fs RAFTER SECURE WITH 4) #12 14 x 3/4" SD '
2°x47 16 GA PLATE (ONE REQUIRED.)
SECURE TO EITHER SIDE OF
S T RAFTER 12'iONGTSNIPPLE.'
SECURE POST TO NIPPLE
POST/RAFTER CONNECTION
WITH. (4) #12 14 x3/4" SDP's.
WITH (4) #12-14 x 3/4" SDPS,
(2) ON POST (2) ON•RAFTER .
1-1/2" x 1-1/2" x-2" 16'GA.CLIP ANGLE TS LEAN-TO RAFTER
SECURE TO RAFTER AND GABLE '-
•RAIL WITH (4) #12-14 x 3/4" SDFs, °
(2) ON TOP, (2) ON BOTTOM
of l— L
2"x2°x2" 16 GA ANGLE CLIP
24' 16 GA U-CHANNEL BRACE (5' TO T POST) SECURE TO POST AND
6" LONG TS NIPPLE 48° i6 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 SDFs, (2) ON RAFTER,
TO NIPPLE WITH (4) #12-14 x 3/4" TO MAX. 60° FROM HORIZONTAL (2) ON POST
SELF -DRILLING FASTENERS - TS RAFTER POST
TS RAFTER POST
SIDE. EXTENSION �Not;To
LEAN=TO RAFTER CONN. DETAIL.
GABLE RAIL TO RAFTER POST (]1�'
FTE
� 2 RA R/POST DETAIL
CONNECTION DETAIL NotfoScale ,
■■iice��■■
Not To Scale �EVI:EWED FOR
CODE COMPLIAwN,C/
ST. LUCIE COUNTY `,,�'1il'dI►itl;,p�✓
BOCC Bit F� %GI_! D• TjG; INC.
TS LEG POST TS LEG POST 605 W63i YORK AVENUE '•'
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED CertlNwie:ofq�tlprlreYPo.
TO EACH RAFTER WITH (2) #12-14 x 3/4" SDF TS RAILS TS POSTS- —
SPACED NOT MORE THAN 48" O.C. ® Q — _
26 GA. METAL ROOF
PANEL
ITS RAFTER '
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
TYPICAL FLOOD
VENT FRAMING PLAN
NOT TO SCALE
SEE GENERAL NOTE No. 1.2, SHEET 1 OF 6.
Florld ,p.E.. TATE <C/
/ONAL '�\\ `\
IIIII
SEE .
TA OPENING FOR SWINGING DOOR.
SHEET WITH NON-STRUCTURAL HEADER
1-1/2: 18 GAUGE FURRING.CHANNEL FASTENEDTO
OPENING FOR SWINGING DOOR .
WITH NON-STRUCTURAL HEADER
1 OF 6 • '
EACH -
5
6'
FASTENER SPACED' NOT MORE THAN 48" O.C.L
q
GIRTS.
g
4
ci
g
GIRTS
g .
SEE
TABLE 1
U
(TYPIcal)
q .
a
6
ical
iTYP )_
q
SHEET
9.
y
6
fF
4
6
q
"1 OF 6
5•
5
4
3
3 .
.�
.
12' MAX: OPENING FOR .
12' MAX. OPENING FOR
5
4
ROLL -UP DOOR WITH.
q
s
1
3
10
ROLL -UP DOOR WITH
4
3'
NONSTRUCTURAL HEADER
q
q,
q,
q
5
STRUCTURALHEADER _
q
.q
A .
A'
"'..
. .. TYPICAL END- ..
..
• .
.OPENING FOR WINDOW WITH - -
WALL OPENINGS: POST/RAFTER/GIRT FRAMING.PLAN
LENGTH VARIES DEPENDING.ON NUMBER.
NONSTRUCTURAL HEAD. ER
AND WINDOW RAIL
NOT TO.SCALE
AND SPACING OF RAFTERS
(Also appllcable.to End Walls)' '
TYPICAL POST/RAFTER/GIRT FRAMING PLAN
-NOT TO SCALE
REVIEWED- Ft
®DE COMPLIANCE
Te
S LUCIE. COUNTY
BOX "EAVE RAFTER ENCLOSED BLDG - VERTICAL.SIDES.
BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES
.FRAME
Booc
NEIil�f�
ROLL -UP DOOR -SWINGING DOOR
Asa applicable)" As applicable
ROLL -UP DOOR SWINGING DOOR
(As, applicable) As.applicable
l
ENCLOSED
LENGTH
VARIES
Ii
Ii I
MC NGRgi AN STING; INC.
605 W YORKAVENUE .� .
I
j
—=
__.
i I
_- --
— =
i�
I !
I
Co of N�.
TYPICAL.SIDE
ELEVATION.
TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
—
NOT TO SCALE
NOT TO. SCALE
NOT TO SCALE NOT TO SCALE
r
Thailae E: T
Flarlda�e 8 � .
ONA1-