HomeMy WebLinkAboutConstruction PlansFBC APPROVED raerE
PRODUCTS LIST
MAXIMUM ALLOWABLE RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS
WIND SPEED
AVERAGE FASTENER SPACING
El
,.
QA
ON -CENTERS ALONG RAFTERS OR
APPROVAL
EXPIRATION
PARTIALLY
MAXIMUM
PURLINS, AND POSTS OR GIRT$
(INCHES)
PRODUCT CATEGORY
SUB CATEGORY
MANUFACTURER
No. & DATE
DATE
OPEN
P.
ENCLOSED
ENCLOSED
WIND
ULTIMATE
NOMINAL
POST/ RAFTER
RISK
EXPOSURE
WIND SPEED
WIND SPEED
SPACING
INTERIOR
"
END:
STRUCTURAL COMPONENTS
ROOF DECK
CAROLINA CARPORTS, INC.
FL6596.1-R5
04/05/27
180
180
180
CATEGORY
CATEGORY
(MPH)
(MPH)
(FEET)
POSTS/RAFTERS
POSTS/RAFTERS
26 Gauge AG Panel
10/10/17
STRUCTURAL COMPONENTS
STRUCTURAL WALL.
CAROLINA CARPORTS, INC.
FL6702.1-R5
03/14/27
180
180
180
I.
C
110 TO 150
89 TO 116
5.0 -
6
6
26 Gauge AG Panel
10/10/17
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. Wa1I panels fastened directly to 12 or 14 gauge steellube framing; or 18
16x8.Flood Vent
05/15/19
gauge Fiat channel roof purlins.
2. Specifications applicable only for mean
roof height of 20 feet or less; and roof slopes of 7" to 27' (1.5:1.2 to 6:12 pitch). Spacing
EXTERIOR DOORS
SWINGING
ELIXIR DOOR AND METAL COMPANY
FL17996.3-R1
09714/20
N/A
139
138
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
ULTIMATE WIND SPEED (mph)
METAL CARPORT INSTALLATION PLANS
Series 407
01/29/18
110 .• a20 .130.
140 .150.
170 . 180
AND DETAILS AND FRAMING AND
EXTERIOR DOORS
ROLL -UP "
ASTA INDUSTRIES INC..
FL8888.1-R5:
12/31/20
N/A
180
174
.160
FASTENER SPECIFICATIONS
C
Model 203 (12'.Max. Width)
10/07/.1.7
12
EXTERIOR DOORS
ROLL -UP. .
CAROLINA CARPORTS, INC..
FL16806.1-R4
11,/11/20
N/A
158
138
14'' 30'Anchor
Det8i11 D
FOR CONSTRUCTION, IN. THE STATE OF, FLORIDA
Steel Roll Up Sheet Door (12' Max. Width)
06/18/19
16
.
WINDOWS
SINGLE HUNG
MI WIND0INS AND DOORS .'
FL17499.1.-R5
10/17/23
N/A
.175
157
_
p
18
PREPARED FOR.
CAROLINA CARPORTS, INC.
Model 185 SH -
03/27/19
�.
20`
48 Anchor
EXTERIOR DOORS '
R_ OLL-UP
CAROLINA CARPORTS, INC.
FL16806.2-R4.
11(1.1/20
N/A
180
180
o
. 22
Detail 1 C
DOBSON, NORTH CAROLINA 27017
Steel Roll -Up Sheet Door - 8' Wide
06/18/19
a
24
EXTERIOR DOORS
ROLL -UP
-CAROLINA CARPORTS,. INC.
FL16806.4-R4
11/11/20
N/A
180
172
5
m
: 26
PREPARED B.Y.
BECHTOL ENGINEERING AND TESTING, INC.,
Steel -Roll -Up Sheet Door -10: Wide
06/18/19
28.
60" Anchor
605 WEST -NEW PORK AVENUE_ .
EXTERIOR DOORS
ROLL -UP
'CAROLINA CARPORTS, INC.
FL16806.3=R4.
11/11/20 _
N/A
155 .
1331.
30
Detail lC
Steel Roll -Up Sheet Door -16' Wide
06/18/19 ..
rtifica •ofNo 00005492
CertificateAuthorization
"
DETAILS 1C AND 1 D SHOWN
OMSHEET
4 OF 6
NOTES'.
1:'DOORS AND, WINDOWS SHOWN MAYBE SUBSTITUTED FOR DIFFERENT.. PRODUCT LINES -AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET:
��
A. PRODUCT SHALLHAVEAVALID FBCP.RODUCT•APPROVAL. .'.
REVIEWED
REVIEWED FOR
B. COMPONENTS ARE INSTALLED ACCORDING TO.MANUFACTURER'S.INSTALLATION REQUI2IEMENTS. .
2. FRAMING CONNECTIONS. FOR DOOR AND WINDOW.FRAMES REMAIN THE,SAME FOR SUBSTITUTED PRODUCTS.- HEADERS AND WINDOW RAILS 'MAY -BE RAISED ORLOWERED AS NECESSARY TO ACCOMODATE
CODE . COMPLIANCE
SUBSTITUTED PRODUCT.. -
ST. L.UCIE'- COUNT_ Y
;'GENERAL NOTES:
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
THIS IS TO CERTIFY THAT THE CALCULATION CC
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
2. -THESE STRUCTORES.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
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 (THIS, SHEET), AND NOT PROVIDEDAND,INSTALLED BY CAROLINA CARPORTS,
THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS .
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 OR FAILURE DUE TO THE
NEXT RFLORIDA ARE UNTIL THEN EVISION OF THE FLOR BUILDING
APPLICATION OF ADDITIONAL: LOADS.
CODE.
3; ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL.
► f I I I 1 /
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
LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA.
BECHTOL ENGINES, •TS��l' I •
..
606WEST 14EWYORKAV E
O
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..
DELAND, FLORIDA 32720�
Cerdfle®te otAiiCariatbn
l
No.. 8538.
..
6. CONCRETE SHALL HAVE A.MINIMUM COMPRESSIVE STRENGTH OF 2500.PSI AT28 DAYS. THE REINFORCING STEEL,'SHALL.BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 .4XW1 .4
.
WELDED WIRE FABRIC COMPLYING .WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.1
-
7, BASE RAIL GROUNDANCHOR REQUIREMENTS: .ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASERAIL IS ABSENT. GROUND :ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING
ANCHOR SCHEDULE SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS:_
ThomasBechtol,P.E.
Flodda Uce.nse No.
'� -
AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND (THIS
F�
ORID P• •' \ "�
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 1.260, OR EQUIVALENT.
9, POS.T/RAFT`ER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS.
/ TONAL ,`
10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SIXTH EDITION (2017) _ RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH
CAROLINA CARPORTS, INC.
EDITION (2017) - 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 IS br FLORIDA
12 GA FRAMING: 2-1/4" x 2-1/4" TS WITH 2" x 2" 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
BECHTOL ENGINEERING
aR 01/26/2.0
°A1Rt - 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
AND 7E87/NC� !ne . '
tb -
"�"a 020001' .
EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE -TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6.
.
,.R,�caarx.amia�.eirw.�ro imr�oeoa,o
w,e�u
awtcnm,�mom�e _ - .
""'° 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 applicable) (As applicable) (As applicable) As applicable)
-
--
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, applicable) (As applicable) (As applicable)
_ 6• i—s• - __ — _ — 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 - VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL.ROOF
FLOOD VENT (As applicable) L ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR
(As applicable) (As applicable) (As applicable) (As applicable)
NEE
' 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
0
SRHe
BECHTOL ENGIIEE`R'W3 AND TESTI G, IN %
6W WEST NEW YORtAVENUE NO. 88538 DELAND, FLORIDA 92 _
C6rtMCate of o� _
Ttmmas Bechtol. .E ! • • E OF
FlmW Llcenbe No.
Cp I.NA CAkO ANC.
GENERIC PLA 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 01/20/20
NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL.ENG/ . °U"'� mkb 'G E NTs
AND 7W"NG, L
oom►7NOOEOIEOM`xB&RX&1WAL®TWNoUA10WMTBlf�m
"'w°' CMM.rW""'G=M- "" ° m TB SHEET 2 OF 6
4
26 GA. -GALVANIZED METAL ROOF PANELS
FASTENED TO RAFTERS PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS 12
2 4 Q3
.
24" 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER.WITH
(2) #12-14 z 3/4' SDFs AT
S2 EACH END (4 PER BRACE)
Lu
24' MAXIMUM RAFTER.SPAN ON SINGLE RAFTER .
E >24' TO 30' RAFTER SPAN REQUIRES ATRUSSEb RAFTER 1
,O - AS SHOWN ON THIS SHEET 4
P.. - .. -
26 GA. GALVANIZED METAL ROOF PANELS
26 GA. GALVANIZED METAL 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
A.
CHANNEL,(PURLIN)
..
2
24' 16 GA U-CHANNEL BRACE
4.
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4' SDF's AT
24' 16 GA U-CHANNEL BRACE
EACH END (4 PER BRACE)
m
FASTENED. TO RAFTER WITH
c2
ul
w
(2) #12-14 x 3/4' SDPS AT.
0
24'MAXIMUM RAFTER SPAN ON SINGLE RAFTER
?'
EACH END (4 PER BRACE)
F
>24' TO 30'RAFTER SPAN REQUIRES A TRUSSED RAFTER
AS SHOWN ON THIS
.1
'W
SHEET
4
, 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER
- _
.p24' TO 30' RAFTER SPAN REQUIRES A TRUSSED, RAFTER
1 .
_
O
� AS SHOWN ON THIS SHEET
4
TYPICAL. TYPICAL INTERIOR.RAFTER/POSTPICAL' BOW RAFTER GABLE END FRAMING PLAN
':: �'
INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME FRAME SECTIONBOX EAVE - HORIZONTAL ROOF oTTo sc N ALE
NOT TO SCALE' NOT TO SCALE
--
TY
'TYPICAL INTERIOR'
'RAFTER/POST FRAME. SECTION - VERTICAL ROOF
NOT TO SCALE .
' 171/2' 18GAUGE FURRING CHANNEC FASTENED
LENGTH VARIES DEPENDING ON LENGTH.VARIES: DEPENDING ON, TO EACH RAFTER WITH (2) #12-14 X 3/4" SELF -DRILLING
FASTENER
SPACED
NOT MORE
THAN 48".O.C.
t1.
-
5
6.�
I-6'
SEE' . MAXIMUM
SEE.
TABLE 1 4' O.C. FOR
TABLE 1
SHEET .VERTICAL
..
3
SHEET
1 O 6.
1 OF 6 PANEL' .
.. x.
a
iENG
VARIES: DEPENDING
ON
AND SPACING
OF RAFTERS
TYPICAL RAFTEWPOST 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
- NOT TO SCALE
:POST/RAFTER FRAMING PLAN VERTICAL ROOF
NOT TO SCALE.
SEE
SEE
TABLE 1
TABLE 1 OPENING FOR SWINGING:
- SHEET
12
SHEET DOOR WITH NON-STRUCTURAL
7
1 OF 6
S
1 OF 6 HEADER . '
S
.. 54 g r 4.
.. ..
..
q . ..
- ..
4
"q
5
_
24" 16 GA U-CHANNEL BRACE 2
12' MAX. OPENING
.q.'
-
..
FASTENED TO -RAFTER WITH 4
_ FOR ROLL-UPDOOR
' -
: WITH STRUCTURAL . .. .• -
4 4'
OPENINGFOR .g
s WINGNG DOOR
- 2 #12-14 x 3/4".SELF-DRILLING
(,) .. . .
HEADER -
MHNM 4
SCREWS AT EACH END
.
2' MAX OPENING FOR
1ROLL-UP
- -
(4 PER BRACE)
10" (TYPICAL) ..
.. DOOR WITH::
HMER
.' .. . .
.." ..
10 .. 4 3 ..q 8
,.
5 q NONSTRUCTURAL . _
4
..1 .. .3 3.
5 _ 4 4, q .4 _
_ .HEADER.
..q. -q
q A A''4
4 4V4' '4.
. ... OPENING FOR WINDOW WITH
NONSTRUCTURAL,H,EADER,
TYPICAL
.. .. .` ..
ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION,
TYPICAL SIDE WALL OPENINGS FRAMING.PLAN. IAIwepAcaelawe°aw j.
END WALL OPENINGS- POST/RAFTER FRAMING PLAN: TYPICAL LEAN-TO. OPTIONS FRAMING PLAN BOTH OPTION
NOT TO SCALE
NOT TO, SCALE • -
NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD -LEAN-TO IS APPLICW Tp !ME"RI 1 j
24" 16 GA U-CHANNEL BRACE (5' TO T POST)
BECHTOL E 1NE NGAND TE N6,
OPTIONAL 24,-l" TO 30' TRUSSE'D RAFTER - BOW
NOT TO SCALE
48" 16 GA U-CHANNEL BRACE (8' TO w POST), 605 WEST NEW AVENUE
LD TO MAX. 45 LFROM HORIZONTAL NO. `? .038 t"
DEL In FLORI
�Certl6cafe of N _
FULL 6" WELD
BOTH SIDES
WELD ALL WEB - 3 3
CONNECTIONS, q 4
BOTH SIDES
FREESTANDING
OPTIONAL 24'-l" TO.30' TRUSSED RAFTER - BOX EAVE LEAN-TO FRAMING PLAN
NOT. TO SCALE ' NOT TO SCALE
A
1/T x MINIMUM 5" TAPCON REDHEAD LOT INSTALL 1/2' x MINIMUM 5' TAPCON REDHEAD LOT
OR.1/2' x'MINIMUM 5-1/2" EXPANSION ANCHOR ANCHOR OR 1/2° z MINIMUM .5-1/2" EXPANSION ANCHOR DRILLS/8" HOLE THROUGH THE 2' WASHERS DRILL 5/8' HOLE THROUGH THE 2' WASHERS
H BASE RAIL WITHIN 6" OF EACH THROUGH BASE RAIL WITHIN 6' OF EACH BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO
POSTS ALONG SIDES AND EVERY END RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS
STALONG END WALL SECTIONS WALL POST ALONG END WALL SECTIONS THROUGH -BOLT BASE RAIL THROUGH -BOLT BASE RAIL
4"MINIMUM2" MINIMUM MIN. 6' TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT
OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE
MINIMUM 2-1/2" EMBEDMENT MINIMUM 2-1/2" EMBEDMENT
EYE ANCHOR
5/8' ROD 48" LONG
a WITH 6' HELIX
OR
12 5/8 ROD 60" LONG (SEE ANCHOR EYE ANCHOR (SEE.GROUND ANCHOR . GROUND
MINIMUM 4" WITH 7" HELIX, SCHEDULE,. SHEET 1 OF 6; 5/8" ROD 30' LONG SCHEDULE, SHEET 1 OF 6,
AS APPLICABLE FOR APPLICABILITY) WITH DBL 4" HELIX FOR APPLICABILITY)
12"� CONTINUOUS 4' CONCRETE PAVEMENT
MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
REINFORCED WITH 2 #5's CONTINUOUS
CONCRETE BASE RAIL'ANCHORAGE
CONCRETE: BASE RAIL ANCHORAGE B BASE RAIL -DEEP; ANCHORAGE BASE .RAIL ANCHORAGE
1 A - Not To Scale (OPTIONAL -OPEN CARPORTS ONLY) C . � D —
Not To Scale Not To Scale Not To Scale
DRILL 5/8' H6LE.THR00GH THE .2" WASHERS 24" 16 GA U-CHANNEL BRACE (IF TOT POST)
TS BOW RAFTER 6' LONG TS. NIPPLE
BASERAILAND SECURE TO 48" 16 GA U-CHANNEL BRACE (8'.TO 14'. POST) .: SECURE'POST.TO.NIPRLE,
ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS BRACE ANGLE SHALL BE MIN. 45° I A4 DFs '
THROUGH -BOLT , NO.SCREWS
BASE RAIL TO MAX. 60 FROM HORIZONTAL W TH"(4) #12 x 3/4° S
REQUIRED
NIPPLE TO 3/16 I BEND
RAFTER
N BOW 5"
4" 16 GA U-CHANNEL BRACE (5' TO T POST)
TS R TS RAFTER POST
RAFTER .
48' 16 GA 0-CHANNEL BRACE (8' TO 14' POST)
9-1/2, BRACE ANGLE SHALL BE MIN. 45°
TO MAX. 60° FROM HORIZONTAL NIPPLE TO 3/16" a
a BASE RAIL "
(SEE GROUND ANCHOR . �6• NTIN SBA
MINIMUM 4" -. SCHEDULE. SHEET tOF 6, 6' LONG TS NIPPLE, 6'
FOR REQUIRED -ANCHOR)
TS CO UOU SE RAIL
SECURE POST TO NIPPLE WITH
( -
4) #1214 x 3/4' $DFs o i
3'
ga 6' LONG TS NIPPLE
- SECURE RAFTER AND, POST TO
CONTINUOUS 4" " NIPPLE WITH 4 #12-14 x 3/4'
CONCRETE PAVEMENT, TS RAFTER POST SELF -DRILLING FASTENERS ......
SS RAFTER POST
POST/B
EYEnNcHoli BOX EAVERAFTER/POST DETAIL B. BOW. RAFTER/POST DETAIL �� NotTas�a,e A
Not To Scale 2 Not To Scale
E CONCRETE .BASE RAIL ANCHORAGE
Not To Scale .
(OPEN.CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT
MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B)
TS POST
�p,S R
2" x 2" k 2" 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF BECHTOL ENAN G _ G
TS RAFTER POST HEADER, OR BOTTOM OF WINDOW 605 WEST NEW YORKAVErUE - �•q-�'
IL/GIRT WITH 4 #12-14 x 314. SDF's DELAND. FLORIDuk . 20,•
TS TRUSSED RAFTER CHORD, (�ON TOP OR BOTTOM, (2) ON SIDE • Ceruflcate of rlo. 0-. 38
OR NONSTRUCTURAL HEADER
TS'END POST OR DOOR/
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 Thomas Bechtol le T
TS BASEANINDOW RAIL OR AND RAFTER CHORD/RAIL WITH ANGLE SECURE TO Florida Cleanse N . ,p '� OF
NON-STRUCTURAL HEADER (4) #12-14 x 3/4' SDFs, (2) ON POST AND BASE RAIL n .
(12 GA IF.ROLL-UP DOORFRAME) TOP OR.BOTTOM,,(2) ON SIDE WITH (4) #12-14x 3/4" SDF's,vZ \\
NOTEAT ROLL (2) ON TOP, (2) ON SIDE ON NG \\\
OPENINGS, POST SHOULD /-UP DOOR�;L
BE FLUSH WITH RAIL END. TS WINDOW RAIL OR GIRT
FOR VERTICAL SIDING OPTION
CLIP POST.TO RAIL ONLY ON
SIDE OPPOSITE THE OPENING.,
TS CONTINUOUS BASE RAIL CAROLINA CARPORTS, INC.
NON-STRUCTURAL HEADER, .WINDOW
POST TO RAIL; TRUSS CHORD, OR END POST/BASE RAIL CONN. RAIL, OR GIRT TO POST CONN. DETAIL GENERIC PLAN USE -IN THE STATE OF FLORIDA
4 NON-STRUCTURAL HEADER CONN. DETAIL s s
Not To Scale Not To Scale '� °"1p' 01/20/20 . .
Not To Scale BECHTOL ENG/N1 mkb NTS
A A!VD 7Es7/NQ, hm �9 . .
tb G20001
Amm-TB SHEET 4'OF6
clit:➢
TS END
2"x2"x2" 16 GA ANGLE CLIP
SECURE TO POST AND
RAFTER. WITH (4) #12-14 x 3/4"
SDPs, (2) ON BOTTOM,
(2).ON.SIDE
OR
TX4" 16 GA PLATE
SECURE TO EACH SIDE OF
POST/RAFTER CONNECTION
WITH (4) #12-14 x 3/4" SDFs,
(2)ON POST, (2) ON RAFTER
�. 1-1/2" x 1,1/2".z 2' 16 GA CLIP ,
ANGLE SECURE TO. RAFTER
AN.D 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
1.1 A Not To Scale
2-1/4' FOR
12 GA FRAMING
2-112" FOR
14 GA FRAMING
16 GAUGE U-CHANNEL BRACE
FASTENED TO THE POST AND
RAFTER WITH (2) #12-14'x 3/4' SOPS
AT EACH END (4 PER BRACE) —
BRACE SECTION
Not To Scale
NIPPLE TO
DBL. HDR.
6" LONG TS NIPPLE
SECURE EACH WITH
(4) #12-14 x3/4'-
SELF -DRILLING FASTENERS
2 GA TS POST
'.RAFTER POST/DBL. HEADER DETAIL
Not To Scale
1-1/2' x 1-1/2" x 2' 16 GA CLIP ANGLE
SECURE TO RAFTER POST AND
1FTER POST
NO TS NIPPLE
IRE WITH (4) #12-14 x 3/4"
-DRILLING FASTENERS
6" LONG TS NIPPLE
SECURE EACH WITH (4) #12-14.x 3/4"
SELF -DRILLING FASTENERS
12 GA TS POST
BASE RAIL
GABLE RAIL WITH (4) #12-14 x 3/4" SDPs,
TOP AND BOTTOM NIPPLE TO 3/16" 6' LONG TS NIPPLE
RAFTER- SECURE WITH (4) #12-14 x 3/4" SDPs
. 2"x4" 16 GA PLATE (ONE REQUIRED)
SECURE.TO EITHER SIDE OF
TS RAFTER RE POST TO NIPPLE 12".LONG TS NIPPLE. POST/RAFTER CONNECTION
CURE SEWITH (4) #12-14 x3/4" SDPs;
'
WITH (4) #12-14 x 3/4" SDPs; (2) OWPOST, (2) ON.RAFTER
1-1/7 x 1-1/2" i 2" 16 GA CLIP ANGLE .. TS LEAN-TO RAFTER
SECURE. TO RAFTER AND GABLE, , i i. •
RAIL WITH (4) 412-14 x 3/4" SDPS,
(2) ON TOP; (2). ON BOTTOM
i
of .
24" 16 GA U-CHANNEL BRACE,(V TO T POST) 2"x2'x2"-16 GA ANGLE CLIP
6" LONG TS NIPPLE. 46" 16 GA U-CHANNEL'.BRACE (8' T0.14' POST) SECURE TO POST AND
SECURE RAFTER.AND POST': TS.GABLE RAIL BRACE ANGLE SHALL BE MIN. 45° RAFTER WITH (4) #12-14 x 3/4'
TO NIPPLE WITH (4) #12-14 x 3/4" TO MAX. 60° FROM HORIZONTAL. SDPs, (2) ON RAFTER,
SELF=DRILLING.FASTENERS TS RAFTER POST (2) ON POST
.
Lk TS RAFTER POST .
SIDE EXTENSION POST / LEAN-TO RAFTER CONN. DETAIL
GABLE RAIL TO RAFTER POST 'RAFTER/POST.DETAIL 1:3 Not.T.Scale
146
CONNECTION. DETAIL
Not To Scale ,
BECHTOL EN I SiwlDi INC.
TS'LEO POST TS LEG ROST. 605 WEST NEW .
DELAND, FLOWDA LI E ��
1-1/2" 18 GAUGE FURRING CHANNEL. FASTENED TS RAILS TS POSTS. CerBfl� of No.
TO EACH RAFTER WITH (2) #12-14 x,3/4":SDF
SPACED NOT MORE THAN 48" O.C. 4 - 6 3
26 GA. METAL ROOF
PANEL
LTS RAFTER
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
64•Thoffm
TS BASE RAIL Fbdde C1wle 8538'
1'Max. .�`OFsi-
TYPICAL FLOODENG����`�
VENT FRAMING PLAN
NOT TO SCALE %A r%0%1 1lkI A. 0%w AM/1M•T!'► ■IkIi
SEE GENERAL NOTE No. 92, SHEET 1 OF 6.
I
rf
VERTICAL SIDE OPTION
SEE .
TABLE 1 OPENING FOR SWINGING DOOR.
SHEET. WITH NONSTRUCTURAL HEADER
1-1/2° 16 GAUGE FURRING CHANNEL FASTENED TO
OPENING FOR SWINGING DOOR
WITH NONSTRUCTURAL HEADER
7 1.OF6 .
EACH RAFTER WITH (2) #12 14 x_ 3/4° SELF -DRILLING
.
6.
6- FASTENER SPACED. NOT MORE THAN 4V O.C. '
..
4 .
..
..
•
4
..IL
-
11
GIRT$.
6.
�4'
ci
o
�'
f
- GIRTS
6
SEE
TABLET
`? E
(TYPical) .
4
g
i5
(Typical)
4'
SHEET .
6
9
6
a
..
4
-
1 OF 6..
S.
5
4
.q
12'MAX. OPENING FOR
-
12'.MAX. OPENING FOR
5
ROLL -UP DOOR - WITH
- 4
6
..
3
70..
.ROLL -UP DOOR VVITH4
. 3.
.
4
.4
q
NONSTRUCTURALHEADER
a.
A .4
a
4
s
STRUCTURAL.HEADER..
4'
q
A
TYPICAL END
:OPENING FOR WINDOW WITH
. .
WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN
LENGTH VARIES DEPENDING ON NUMBER
NONSTRucruR.NDOWRER
AND wlNDow RAIL
NOT TO SCALE
AND SPACING OF RAFTERS ' '. -
(also applicable to Erid 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
ROLGUP DOOR SWINGING DOOR
ROLL -UP. DOOR SWINGING DOOR
(As applicable) (As applicable)
(As applicable)
(As applicable)
III
—
ENCLOSED
LENGTH
VARIES
II,
.0
o.
!I
I
BECHTOL ENGINELRING)IIND TE
,
el
E
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BOS WEST NEW YORKl1�E
f
DELAND, FLORIDA 32720 N 3
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Cal��ar 6,0
0
TYPICAL SIDE ELEVATION , TYPICAL END ELEVATION
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
�- :.
r —
NOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT TO SCALE ,
••
Thomas Bechwrp.t. qTF
( OR . rid
Floa Llcanse i S
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