HomeMy WebLinkAboutBuilding Plans; CarportsFBC APPROVED PRODUCTS LIST
MAXIMUM ALLOWABLE
TABLE'
POST,
WIND SPEED
RAFTER FRAME, END GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
APPROVA PARTIALLY QA AVERAGE FASTENER SPACING
PRODUCT CATEGORY SUB CATEGORY MANUFACTURER L EXPIRATION ON -CENTERS ALONG RAFTERS OR
NO. & DATE OPEN ENCLOSED S_ ED ENC_ LOSED PIURLINs, AND POSTS OR GIRTS
MAXIMUM
STRUCTURAL COMPONENTS ROOF DECK' CAROLINA CARPORTS INC, FL6596:1-R6 04/05/27 180 1SO 1t30 (INCHES)
a- ULTIMATE NOMINAL - POST /RAFTER
' � ` WIND
- 6`Gauge AGPanet 12/15/20 ..
" RISK EXPOSURE WIND SPEED WIND. SPEED SPACING INTERIOR END,
STRUCTURAL COMPONENTS:, UCTURAL WALL CAROLINA CARPORTS, INC., FL6702.1-R6 03/14/27 180 180 180 CATEGORY CATEGORY (MPH) .. (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS.
_
26 Gauge=AG-Pariel - 12/15/20
rt -
10 TO 150 . 89 TO 116 5 0 6 6 .
STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. -FL6702.3-R6 - - 03/14/27 - N/A `164 143
j5=120!1�1
26 Gauge Dutch Lap Wall -Panel 12/15/20 0s/ �A11�TTOT139: = 40.;'-.,. 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 FL1.7996.3-R2 08/26/25 N/A 139 139 requirements for other roof. heights and/or slopes may vary. . .
Series 402-14 02/28/21 GROUND ANCHOR- SCHEDULE
EXTERIOR bOORS. SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R2 - 08/19/25 N/A .. 174. 155 " 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. FL8888.1-R6 12/31/21 N/A 180 174 12 . FASTENER_ SPECIFICATIONS
Model 203 (12' Max', Width):. .02/09/21
Anchor .
RU
EXTERIOR DOORS ROLL -UP. ' CAROLINA CARPORTS, INC. FL16806.1-R5 ' 04/05/27. N/A 179 1,54 . . 14 CONSTRUCTION I F FLORIDA
16- 3De tai11D".'
Steel Roll Up Sheet Door (12'. Max: Width) 12116/20
PR
P FOR • EARED
1$
EXTERIOR DOORS RQLL lJP CAROLINA CARPORTS INC. FL16806.2-R5 04/05/27 N/A 180 180 i=- . INC.
CAROLINA CARPORTS,
SteeFRoll`-Up�Sheet=Door _ (B-Maz�Width) 12/16/20. 2O 4.8" Anchor P.O. BOX 1263
0
FL16806 3-R 0 z 22 Detail-10 DOBSON; NORTH CAROLINA 27017
EXTERIOR DOORS ROLL -UP f CAROLINA CARPORTS, INC. 5 4/05/27 N/A 155 133 R A
Steel Roll -Up Sheet Door-- (16' Max. Width) 12/16/20 . 24
J PREPARED BY.* .
FL16806 4 04/05/27 m 26
EXTERIOR DOORS: ROLL -UP CAROLINA CARPORTS, INC. R5 N/A 180 172 BECHTOL ENGINEERING AND TESTING, INC.
Steel Roll-UpSheet Door - 10' Max. Width /20
( ) 1y16 2$ 605 WEST NEW YORK AVENUE .
60.Anchor
Detail I C.
WINDOWS SINGLE HUNG MI WINDOWS AND DOORS - N/A 175 1:57 3O . Detail I C.- DELAND, FLORIDA 32720 .
FL174991 RS 10/17/23
of Author)
11/27/20 Certificate 'zation ��092
Model185SH•. DET AILS 1C AND 1 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:. G G
A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL.'�O�G�i
"MAXIMUM
B. COMPONENTS ARE INSTALLED ACCORDING .0 MANUFACTURER'S INSTALLATION REQURIEMENTS. 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 RODUC'T.
G
D��VG_
•
1�
GENERAL NOTES: : ...
��
PLANSPERTAIN 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 CACCIIONSAND60
'�PLUIVIBIIVG E[ P.ROPERTY;SET-BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
MOM
EC7RICAL,'INGRESS/EGRESS, SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE
" • UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN'
THE-SE,STRUCTUBES ARE.DESIGNED'AS NOW BUILDINGS (RISK CATEGORY 1) CAPABLE-O.F"SUPPORTING DEAD LOAD OF THESTRUCTURE AND APPLICABLE LIVE AND WIND LOAD& IMPROVEMENTS
,2. .._ k_Y,_,._. _ " :,. ACCORDANCE..WITHT.HERE(]UIREMENTSOF.SECTION1609,OF
--SPECIFICALLY HEREIN, INCLUDING.DOORS, WINDOW$-0Re0THER-QOMPONENTS,NOT L�ISTEC3-1N THEI FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT. PROVIDED.AND INSTALLED BY CAROLINA CARPORTS,
.
_ = NOT ADDRESSED THE FLORIDA BUILDING CODE; SEVENTH EDITION (2020).
)
INC..,.INHICH.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 STEELOR ZINC PLATED. R
LL COMPONENTSAND 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
OCATION OF THE BUILDING WITHIN;THE STATE OF FLORIDA.
5` LL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL' BE WELDED:
BE L INE RING TESTING, INC.
ONCRETE 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 e95 T NEW YORK AVENUE
ZE 4. FLORA 38
WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH.SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 0
_
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. -
Aj �.
_fj+o
ONCRETE 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. F16yd
g POSPRAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS.
10. LAB 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 ' /�j�.I�I
C�►RbI�I NA CARPORT- INC.
EVENTH EDITION (2020) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. ,
11. 14"`GA FRAMIN �2 V2 x,2w1I72.',TUBE STEEL (TS).WITH 2-1/4 x 2-1/4"TS°NIPPLES. j i GENERIC PLANS FOR USE IN THE STATE OF FLORIDA
12'GA RAMING. 2--`If, '- z 2`I/4. TS WITIT2 z 2" iSFNIPPCE
01/05/Ml
12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHC)ULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF M BECHTOL ENGINEERING. mkb . - °GVE NTS
AND TESnNc hm
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
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET' OF 6.. I' oweiirea orfliEuwnrx etioswaert4. uo wteiwa tmrwoormis
. r+w.rawmo-mewamm�m .
TB, 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 a livable) PP AS li bl
( aPP � e)
F- 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 .
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 applicable
( )
As a Ilcable
( PP• )
applicable)
(As aPP )
( As applicable)
'
L ------- j
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. 0PEN CARPORT - VERTICAL ROOF
B AVE FRAME'RAFTER'UTILITY BLDG - VERTICAL R
BOX SAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF
FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR
ROLL -UP DOOR SWINGING DOOR '
iu�ur�n iiu�u�uou
I~
ENCLOSED LENGTH VARIES
(As applicable)
(As applicable)
6-
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END'ELEVATION' TYPICAL SIDE ELEVATION i I i i'I jTYPICAL END ELEVATION
o H BND^ NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE ,0/gCALE
CJ C` rl••4/T
;�P.••.'�ENSE •. p
BECHT 9) dINEER�lAlgjPND t€STI NC.
665 WES W YOR t
DELAND, FLORIDA 3
W`
Thomas B6 o .I:., CO?
Florida Ucertge
ell�
sj
lsION AN,
VLP
CAROLINA 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. ovo sno2i
NOT TO SCALE NOT TO SCALE NOT TO SCALE M BECHTOL ENGINEERING cRuftmkb «c NTS
AND 7ES7/N4 !na
tb "O1N° G21001
C01161RTl10 OEOlEfJ[1=1 1160010@ 11;AO0A1ER1"T 100EM010
C•do1M/-CYke No.0001W® ATIVIER TB .. SHEET 2 OF 6
26 GA. GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS'
2 12
4 Q3
24" 16. GA U-CHANNEL BRACE
FASTENED_ TO RAFTER WITH
(2) #12-14 x 3/4" SDFs AT
w .. EACH END (4 PER BRACE)
24': MAXIMUM RAFTER SPAN ON SINGLE RAFTER. ,
>24' TO 30' RAFER SPAN REQUIRES.A'TRUSSED RAFTER y
'.0 ' AS SHOWN ON THISSHEET - 4
TYPICAL
INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME
NOT TO SCALE
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING.OF RAFTERS
IISEE
TABLE SHEET
1
1 OF 6. .
TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME
NOT TO SCALE '
SEE
26 GA..GALVANIZED.METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
2 noi 12
4 Q3
24' 16 GA U-CHANNEL �WITH
FASTENED TO RAFTER
(2) #12-14 x 3/4" SDF's AT
_ EACH END (4, PER BRACE)
w
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
>24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER
- AS SHOWN ON THIS SHEET
ul
TYPICAL INTERIOR RAFTER/POST
FRAME SECTION- BOX EAVE - HORIZONTAL ROOF
NOT.TO SCALE
LENGTH VARIES- DEPENDING ON
NOT TO SCALE
TABLE 1 OPENING FOR SWINGING
SHEET DOOR WITH NONSTRUCTURAL
1OF6 HEADER
5-
-;6r .4
4
-12'MAX.OPENING
FOR ROLL -UP DOOR
WITH STRUCTURALHEADER
10",(TYPICAL)
NONSTRUCTURAL HEADER
AND WINDOW RAIL
LD
5
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW
NOT TO SCALE
SEE
TABLE 1
SHEET
1 nc A
.26 GA. GALVANIZED METAL ROOF PANELS
FASTENED -TO PURLINS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
1-1/2' 18 GAUGE FURRING 11
CHANNEL (PURLIN) 5
2
4
7-7416 GA U-CHANNEL BRACE
rs FASTENED TO RAFTER WITH 4TAI
EE 5
w (2) #12-14 x 3/4" SDPs AT LE 1
_ EACH END (4 PER BRACE) SHEET
w 1 OF 6
24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER. -
>24, TO 36' RAFTER SPAN REQUIRES A TRUSSED RAFTERv
NTHIS SHEET •- - r .. .. >
TYPICAL.BOW.RAFTER GABLE END FRAMING PLAN
MY IGAL-INTERIOR NOT To SCALE.
RAFTER/POSTFRAME SECTION VERTICAL ROOF
NO;fTO SCALE
1-1/2" 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH, (2) #12-1.4 x 3/4".SELF-DRILLING
FASTENER SPACED NOT MORE THAN 48" O.C.
5
6"-I 1-6`
SEE SEE MAXIMUM
TABLE 1 TABLE 1 4' O.C.. FOR
SHEET SHEET VERTICAL i
9 1. OF 6 - _1 OF 6 :. PANEL'
4
LENG dvARIES DEPENDING ON NUMBER
AND SPACING OF RAFTERS' h
F1CAL TYPICAL BOX EAVE RAFTER. GABLE END. FRAMING PLAN.
POST/RAFTER' FRAMING PLAN VERTICAL: R0O NOT ro SCALE
-NOTTO-SCAL'
12
5
4 13
5
24" 16 GA U-CHANNEL BRACE 2 '
e . FASTENED TO RAFTER WITH 4
4 (2).#12-14 x 3/4' SELF -DRILLING
SCREWS AT EACH END,
(4 PER BRACE)
-
'A, 4 4 4 4 4
ROOF EXTENSION OPTION MAIN STRUC�L(R6 1) I I I / / / STANDARD LEAN-TO OPTION
MING.PLAN TYPICAL LEAN-TO OPTIONS FRAMING PLAN(*Qt@9 SHOWN
NOT TO SCALE (BOX EAVE RAFTER SHOWN; ONLY STA L'EHAI�(s� 5 APPLI �%E TOO BOW FRAME RAFTER)
24' 16 GA U-CHANNEL BRACE (IT TO T POST) BECH ENGINECc+�ts7� 1y!���Cn AND TELNG, INC.
48" 16 GA U-CHANNEL BRACE (V TO 14' POST) 605 WESFNEW YO%SV5%
BRACE ANGLE SHALL BE MIN. 30" DELA-1N FLORIDA 32720
TO MAX. 45" FROM HORIZONTALFULL /(�� —
BOTH SIDES ESD /' l� i �1 W
WELD ALL WEB I /
CONNECTIONS,
BOTH SIDES
OPTIONAL 24'-1" TO 30' TRUSSED RAFTER -'BOX EAVE
NOT TO SCALE
LEAN-TO FRAMING PLAN
NOT TO SCALE
cops
A—I
TALL 1/2" x MINIMUM.5" TAPCON REDHEAD LOT
CHOR OR 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR
OUGH BASE RAIL WITHIN 6" OF EACH
TER POSTS ALONG SIDES AND EVERY END
LL POST ALONG END WALL SECTIONS
r4" MINIMUM 1--2" MINIMUM
2-1/2' EMBEDMENT
,MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #6s CONTINUOUS
(aON,CRETE, SE K' 00,KAGE
1 A -Not 10 SCa e
DRILL 6/8" HOLE THROUGH THE 2" WASHERS.
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2' DIAMETER TS CONTINUOUS
THROUGH-BOLT-� BASE RAIL
Lug
(SEE GROUND ANCHOR
MINIMUM 4" SCHEDULE, SHEET'1 OF 6;
FOR REQUIRED ANCHOR)
CONTINUOUS 4".
CONCRETE PAVEMENT
EYE.ANCHOR
1 E CONCRETE. BASE RAIL ANCHORAGE
Not To Scale (OPEN CARPDI2TS WHERE SLAB EDGE DISTANCE DOES NOT
MEEYMINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B)
R'CHORD;
HEADER
OR/
OST -2'x2"x2" 16 GA ANGLE CLIP.
SECURE TO POST (EACH SIDE)
W RAIL OR AND RAFTER CHORD/RAIL WITH
L HEADER (4) #12-14 x.3/4' SDPs, (2) ON.
R 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.
. TS TRUSSED RAFTE
OR NON-STRUCTURAL
TS END POST OR DO
WINDOW FRAME P
TS BASEIWINDO
NON-STRUCTU.RA
1(12 GA IF ROLL -UP D00
WO-W-STRUCTURAL HEADER
Not To Scale
INSTALL.1/2"x MINIMUM 5" TAPCON REDHEAD LOT
ANCHOR OR 1/2' x MINIMUM 5-1/2" EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6" OF EACH
RAFTER POSTS ALONG SIDES AND EVERY END
WALLPOST ALONG END WALL SECTIONS
MIN: 6'
MINIMUM 2-1/2' EMBEDMENT
Ir
MINIMUM 4"
CONTINUOUS 4" CONCRETE PAVEMENT
CONCRETE BASE RAIL ANCHORAGE
1 B Not To Scale (OPTIONAL - OPEN CARPORTS ONLY).
24' 16 GA U-CHANNEL BRACE (S TO T.POST)
48" 16 GA U-CHANNEL BRACE (& TO 14' POST)
BRACE ANGLE SHALL BE MIN. 45°
TO MAX. 60° FROM HORIZONTAL .
NIPPLETO 3 RAFTER
- RAFTER
/ ,/ ' . �-TS RAFTER
g LJ
64. LONG TS NIPPLE
SECURE POST TO NIPPLE WITH
(4) #12-14 x 3/4" SDPs
o i TS RAFTER POST
B®X EAi`lkg— F, TEI %P F STtD I'.
2A Not To Scale
TS RAFTER POST '
171/2" x 1-1/2" x 2" 16 GA CLIP
ANGLE SECURE TO.
POST AND BASE RAIL
WITH (4) #12-14 x 3/4" SDPs,
(2) ON TOP, (2) ON SIDE
'-TS CONTINUOUS BASE RAIL
ENID P"® T%BAS�E RAM, L�CON'N.
AIL 5 —NOR to Scale
DRILL 5/8" HOLE THROUGH THE
2" WASHERS
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER
TS CONTINUOUS
THROUGH -BOLT
BASE RAIL
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE'
EYE ANCHOR
5/8' ROD 48" LONG
WITH 6" HELIX
OR .
5/8" ROD 60"LONG
(SEE GROUND ANCHOR,
WITH 7' HELIX,
SCHEDULE, SHEET 1 OF 6,
AS APPLICABLE
FOR APPLICABILITY)
BASE RAIL DEEP ANCHORAGE
TS BOW RAFTER
NO SCREWS
REQUIRED
INBOWBEND, I- -{-5"
DRILL 5/8" HOLE THROUGH THE 2' WASHERS
BASE RAIL AND SECURE TO
ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS
THROUGH -BOLT BASE RAIL
TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE
EYE ANCHOR (SEE GROUND ANCHOR
5/8' ROD 30" LONG SCHEDULE; SHEET 1 OF•6,
WITH DBL 4" HELIX FOR APPLICABILITY)
BASE. RAIL ANCHORAGE
' '1 D NotTo.Scale -
6" LONG TS NIPPLE .
SECURE POST TO NIPPLE
WITH (4) 412-14 x 314 -SDPs
4" 16 GA U-CHANNEL BRACE (5' TO T POST) .
. 48" 16 GA U-CHANNEL BRACE (V TO 14' POST)
9-1l2" BRACE ANGLE SHALL BE -MIN. 45° '
TO MAX. 60° FROM HORIZONTAL NIPPLE TO 3/16"
BASE RAIL\
6' ;
a 3"
6' LONG TS NIPPLE. - -
SECURE RAFTER AND POST TO
TS RAFTER POST .
CONTINUOUS BASE RAIL I
NIPPLE WITH (4) #12-14 x 314"
TS RAFTER POST SELF -DRILLING -FASTENERS
" BA, SE>,R I'L CO�NN DETAIE E.
B.OW RAFTER/POST DETAIL 3 Not ToScale'
=_
2B Not To Scale:
ITS POST
2" x 2" x 2" 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER, OR BOTTOM OF WINDOW
RAIL/GIRT WITH (4) #12-14 x 3/4' SDFs
(2) ON TOP OR BOTTOM, (2) ON SIDE
NON-STRUCTURAL HEADER
TS WINDOW RAIL OR GIRT
FOR VERTICAL SIDING OPTION
QN80NST6C , O GCRT 1 POST CONN. DETAIL
Not To Scale
A
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST AND .
RAFTER WITH (4) #12-14 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 3/4" SDFs,
(2) ON POST, (2) ON RAFTER
END
PO�S�;T�/f�AFTER�CONN;�DE_� rAI'0_
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" SDFs, (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" SDFs
(2) ON TOP, (2) ON SIDE TS GABLE RAIL
TS RAFTER POST
GABLE RAIL TO RAFTER -POST
CONNECTION DETAIL
1 /4 Not To Scale
2'
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)
B E;SECTION
Not To Scala
NIPPLETO\ 3/16"
DBL. HDR. /�
6' LONG TS NIPPLE
SECURE EACH WITH
(4) 412-14 x 3/4"
\ SELF -DRILLING FASTENERS
J
2 GA TS POST
$ RAFTER POS 7I, - .HEADER DETAIL
H .1... 3 .h
Not To Scale
1FTER POST
6" LONG TS NIPPLE.
SECURE EACH WITH (4) #12-14 x 3/4"
SELF -DRILLING FASTENERS
NG TS NIPPLE 12 GA TS POST
IRE WITH (4) #12-14 x 3/4'
DRILLING FASTENERS
TS BASE RAIL
DOUBLETS HEADER
NIPPLE TO
DBL. HDR.
3/16" NIPPLE TO
BASE RAIL
_ _-,.....___ Y _ f�FTE�R P�STlA-SEA
(�)
_.RAFTER POST/HEADER DE=TRTL BAS�R/41L EOfVNEC--fiION DETAIL
Not To Seale Not To Scale
171/2" x 1-1/2" x 2" 16 GA CLIP ANGLE
SECURE TO RAFTER POST AND
GABLE RAIL WITH (4) #12-14 x 3/4" SDFs,
TOP AND BOTTOM
NIPPLE TO 3116"•
RAFTER
6' LONG TS NIPPLE'
SECURE WITH (4) #12-14 x 3/4' SDFs
TS RAFTER POST
2'x4" 16 GA PLATE (ONE REQUIRED)
1
TS RAFTER 12' LONG TS NIPPLE.
SECURE POST TO NIPPLE
WITH (4) #12-14 x 3/4" SDFs,
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" SDFs,
(2) ON TOP, (2) ON BOTTOM I °
24" 16 GA U-CHANNEL BRACE (5' TOT POST)
6" LONG TS NIPPLE 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST)'_
SECURE RAFTER AND POST . TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45°
TO NIPPLE WITH (4) #12-14 x 314" 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 To Scale
11 B Not To Scale
1-1/2' 18 GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER WITH (2) #12-14 x 3/4' SDF
SPACED NOT MORE THAN 48" O.C.
26 GA. METAL ROOF
PANEL
�TS RAFTER
MOF;HMEMO
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
TS LEG POST
TS RAILS
TS BASE RAII
TYPICAL FLOOD
VENT FRAMING PLAN
NOT TO SCALE
SEE GENERAL NOTE No. 12-SHEET 1 OF 6.
SECURE TO EITHER SIDE OF
POST/RAFTER CONNECTION
WITH (4) #1244.x 3/4" SDFs,
(2) ON POST, (2) ON RAFTER
TS LEAN-TO RAFTER
2"x2"& 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER WITH (4) #12-14 x 3W
SDF's, (2) ON RAFTER,
(2) ON POST
�-MPOST./ LEAN-TORAFTERCONN. DETAIL
cale
ONSE Ol
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SEE'
TABLE 1 OPENING FOR SWINGING DOOR [OPENING FOR SWINGING DOOR
SHEET `WITH NON-STRUCTURAL HEADER 1-1/2":18 GAUGE FURRING CHANNEL FASTENED TO
/ EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING WITH NON-STRUCTURAL HEADER
1�
•O. g FASTENER SPACED NOT MORE THAN48C.
4
F+6
q
SEE
TABLE-1
SHEET
1 OF6.
8'
6.
4
e
E
o •_
9.
5
12 MAX. OPENING FOR
ROLL -UP DOORWITH
STRUCTURALHEADER
q
4
4
4
4
5
io
.3
4
3
4
"
5
'OPENING FOR WINDOW WITH -
' NONSTRUCTURAL HEADER -
LENGTH VARIES DEPENDING ON NUMBER AND WINDOW RAIL
AND SPACING OF RAFTERS (Also applicable to En8 Walls)
TYPICAL POST/RAFTER/GIRT FRAMING PLAN
NOT TO SCALE
BOX EAVE FRAME RAFTER. ENCLOSED BLDG - VERTICAL SIDES BOX EAVE FRAME RAFTER UTILITY.BLD.G - VERTICAL SIDES
ROLL -UP DOOR SWINGING DOOR ' ROLL -UP DOOR SWINGING DOOR '
(As applicable) (As applicable) (AsaPP livable)- ..(Asa plicable)
ENCLOSED LENGTH VARIES-
_
all I ill
I = C� I' 5 • NSE O
I V; . �.:••.��E •. 1. �.
TYPICAL SIDE ELEVATION. TYPICAL END ELEVATION
NOT TO SCALE NOT TO SCALE
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION.
NOT -TO SCALE NOT TO SCALE.
ON . . .