HomeMy WebLinkAboutEngineering MR
BECHTOL ENGINEERING
AND TESTING, inc. -EC E ME
MAR 3 0'201?
PERMITTING
St. Lucie County, FL
J&B BUILDING SERVICES, INC.
METAL UTILITY STRUCTURES
INSTALLATION PLANS, DETAILS, AND FASTENER SPECIFICATIONS
FOR CONSTRUCTION IN THE STATE.OF FLORIDA
11 z r '� OPEN BUILDINGS THESE PLANS AND ALL PROPOSED WORK
�� ARE SUBJECT TO ANY CORRECTIONS,
0 REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
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HW Carports Anywhere
® y ►c PO Box 830
Swainsboro, Georgia 30401 CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
h r CONTRACTOR OF RECORD
d
H PREPARED BY:
p Bechtol Engineering and Testing, Inc.
z 605 West New York Avenue
DeLand, Florida 32720
THIS IS TO CERTIFY THAT THE FOLLOWING CALCULATIONS AND SPECIFICATIONS, SHEETS 1
THROUGH 11 OF 11, HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER,
AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 16 OF THE FLORIDA BUILDING
CODE FIFTH EDITION (2014).
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CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIAL I OEPY, �
605 West Newyork Avenue,Suite A•DeLand,FL 32720-5243•Telephone(386)734-8444
FAX(386)734-8541
�D.BO) EAVE-FRAME-RAFTER-OPEN-CARPORT(Sheets.2,
r6. FLASHING
FLASHING
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS 30'MAXIMUM RAFTER SPAN
TYPICAL SIDE ELEVATION-HORIZONTAL ROOF TYPICAL END ELEVATION-HORIZONTAL ROOF
SCALE:118'=1' SCALE:118'=1'
❑ BOW FRAME RAFTER OPEN CARPORT(Sheets 3,4,6,and 8)
FLASHING
C
FLASHING
(OpBonaq
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS 30'MAXIMUM RAFTER SPAN
r
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
SCALE 1f8'=1' SCALE:10=1'
C❑-12-TA U G E_J_U ME STEER
METAL FRAMING AND SIDING PREFABRICATED BY ❑ 14 GAUGE TUBE STEEL
CARPORTS ANYWHERE P.O.BOX 776 METAL UTILITY STRUCTURES-
STARKE,FL 32091 INSTALLATION PLANS,DETAILS,
AND FASTENER SPECIFICATIONS
THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF FOR CONSTRUCTION IN THE STATE OF
BECHTOL ENGINEERING&TESTING,INC.AND AB BUILDING FLORIDA
SERVICES,INC. THESE DRAWING MAY NOT BE REPRODUCED PREPARED BY.•
WITHOUT THE WRITTEN CONSENT OF BECHTOL ENGINEERING BECHTOL ENGINEERING AND TESTING,INC.
&TESTING,INC.,AND AB BUILDING SERVICES,INC. 605 WEST NEW YORK AVENUE
GENERAL NOTES' DELAND,FLORIDA 32720
1.RISK CATEGORY I OR II. Cerfificate of Authorization No.5492
2.WIND EXPOSURE CATEGORY B OR C.
3.ULTIMATE WIND SPEED 115 TO 150 MPH(NOMINAL WIND SPEED 89 TO 116 MPH):MAXIMUM RAFTER/POST AND END POST SPACING=5.0 FEET.
4.ULTIMATE WIND SPEED 151 TO 180 MPH(NOMINAL WIND SPEED 117 TO 139 MPH):MAXIMUM RAFTERIPOST AND END POST SPACING=4.0 FEET.
5.AVERAGE FASTENER SPACING ON-CENTERS ALONG RAFTERS OR PURLINS,AND POSTS(INTERIOR OR END)=6 INCHES.
6.SPECIFICATIONS APPLICABLE TO 26 GAUGE METAL PANELS FASTENED DIRECTLY TO 12 OR 14 GAUGE STEEL TUBE RAFTER FRAMES.
7.ALL STEEL TUBING SHALL BE 50 KSI STEEL.
8.FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH#12-14 x 3/4"SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6"O.C.AVERAGE.
9.ALL FRAMING CONNECTIONS SHALL BE#12-14 x 3/4"SELF-DRILLING SCREWS WITHOUT CONTROL SEAL WASHER.
10.ALL SHOP CONNECTIONS SHALL BE WELDED.
11.SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS,AND ROOF SLOPES OF 14"(3:12 PITCH).SPACING REQUIREMENTS FOR
OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY.
12.BASE RAIL GROUND ANCHOR REQUIREMENTS ARE ONE WITHIN 6"OF EVERY POST LOCATION,AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT.
GROUND ANCHORS ARE NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION.
13.CONCRETE EXPANSION ANCHORS SHALL BE WEAT ANKR-TITE MODEL AT1252,OR SLEEVE ANCHOR MODEL HSA 1260,OR EQUIVALENT.
14.POST/RAFTER BRACING:BRACE ON EVERY POST/RAFTER CONNECTION,EXCEPT FOR END WALLS AND GABLE ENDS.OPEN CARPORTS WITH LEG HEIGHT OF 7'
OR LESS ARE REQUIRED TO HAVE A BRACE ON EACH CORNER OF THE BUILDING AT A MAXIMUM SPACING OF 20'OC.OPEN CARPORTS WITH 7'LEG HEIGHT OR
LESS AND LONGER THAN 20'IN BASE RAIL LENGTH WILL REQUIRE ADDITIONAL INTERIOR BRACES AT A MAXIMUM SPACING OF 20'OC.
BECHTOL ENGINEERING J&B BUILDING VI C.
mvAND TESTING,inc.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate of Authorization No.5492
FIELD: CHECKED: JP DATE: 02/24/17 PROJ.NO.: G17002
DRAWN: RR APPROVED:TB SCALE: NOTED SHEET 1 OF 11
a 1
26 GA.GALVANIZED METAL ROOF PANELS FASTENED LENGTH VARIES DEPENDING ON
TO RAFTERS WITH#12-14 x 314'SOF's WITH CONTROL NUMBER AND SPACING OF RAFTERS
SEAL WASHER @ AVERAGE 6'O.C.SPACING
1 12
2 Q3
24'16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH SEE NOTES 3 AND
(2)#12.14 x 314'SELF-DRILLING — 4(PAGE 1)FOR
s MAMMUM
SCREWS AT EACH END w
SPACING
(4 PER BRACE)
0
2 3
2 4
TYPICAL RAFTERIPOST FRAME SECTION TYPICAL RAFTERIPOST FRAMING PLAN
SCALE:1W=1' SCALE:116'=1'
in
NIPPLE T0.
RAFTER
o
MINIMUM 6'LONG TS NIPPLE
o 16 GA U-CHANNEL BRACE(V TO T RAFTER POST)OR SECURE WITH(4)#12-14 x 314'SDFs
16 GA U-CHANNEL BRACE(8'TO 14'RAFTER POST)
CE ANGLE SHALL BE MIN.45°AX.60°FROM HORIZONTAL
E:NO BRACE AT GABLE. TS RAFTER POST
BRACE AT 1ST POSTIRAFfER NIPPLE TO 3116'NECTION FROM GABLE. BASE RAIL TS CONTINUOUS BASE RAIL
BRACE SECTION)
M 6'LONG TS NIPPLE
SECURE POST TO NIPPLE WITH(4)#12-14 x 314'SDFs
TS RAFTER POST
BOX EAVE RAFTER/CORNER POST RAFTER POST/
CONNECTION DETAIL BASE RAIL CONNECTION DETAIL
Not To Scale L Not To Scale
N
24V4, 16 GAUGE U-CHANNEL BRACE
FASTENED TO THE LEG AND
RAFTER WITH(2)#12.14 x 314'
SELF-DRILLING FASTENERS AT
EACH END(4 PER BRACE)
BRACE SECTION
Not To Scale
i
10
AVBECHTOL ENGINEERING J&B BUILDING ICES, INC.
AND TESTING,inc.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate of Authorization No.5492
FIELD: CHECKED: JP DATE: 02/24/17 PROJ.NO.: G16003
DRAWN: RR APPROVED:TB SCALE: NOTED SHEET 2 OF 11
I i
26 GA.GALVANIZED METAL ROOF PANELS FASTENED LENGTH VARIES DEPENDING ON
TO RAFTERS WITH#12-14 x 314'SDFs WITH CONTROL NUMBER AND SPACING OF RAFTERS
SEAL WASHER @ AVERAGE 6'O.C.SPACING
1 12
3 Q3
2 4'16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH(2)#12-14 x 314'SELF-DRILLING 1 4(PAGE SEE NOTES S 3 F D
FASTENERS AT EACH END
(4 PER BRACE) MAXIMUM
SPACING
0
2 3
3 4
TYPICAL RAFTERIPOST FRAME SECTION TYPICAL RAFTER/POST FRAMING PLAN
SCALE:11T=1' SCALE:118'=1'
NOSCREWS
REQUIRED TS BOW RAFTER
IN BOW BEND
s
MINIMUM 6'LONG TS NIPPLE
SECURE WITH(4)#12-14 x 3/4'SDFs
24'16 GA U-CHANNEL BRACE(5'TO T RAFTER POST)OR
48.16 GA U-CHANNEL BRACE(8'TO 14'RAFTER POST)
BRACE ANGLE SHALL BE MIN.45° TS RAFTER POST
TO MAX.60°FROM HORIZONTAL
NOTE:NO BRACE AT GABLE. NIPPLE TO 3116-
° SET BRACE 1ST POSTIRAFTER BASE RAIL TS CONTINUOUS BASE RAIL
�
CONNECTION FROM GABLE.
(SEE BRACE SECTION)
MINIMUM 6'LONG TS NIPPLE
SECURE BOW RAFTER AND POST
TO NIPPLE WITH(4)#12-14 x 314-
TS RAFTER POST SELF-DRILLING FASTENERS
BOW RAFTER/CORNER POST RAFTER POST/
CONNECTION DETAIL n BASE RAIL CONNECTION DETAIL
Not To Scale G Not To Scale
N
21/4, 16 GAUGE U-CHANNEL BRACE
FASTENED TO THE LEG AND
RAFTER WITH(2)#12-14 x 314'
SELF-DRILLING FASTENERS
AT EACH END(4 PER BRACE)
BRACE SECTION
Not To Scale go
AVBECHTOL ENGINEERING AND TESTING,inc. J&B BUILDINGS ICES, INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate of Authorization No.5492
FIELD: CHECKED: JP DATE: 02/24/17 PROJ.NO.: G16003
DRAWN: RR APPROVED:TB SCALE: NOTED SHEET 3 OF 11
i
BASE RAIL ANCHORAGE OPTIONS
INSTALL 1/2'x 6'EXPANSION ANCHOR INSTALL 1/2'x 6'EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6'OF EACH THROUGH BASE RAIL WITHIN 6'OF EACH
RAFTER POST ALONG SIDES RAFTER POST ALONG SIDES
6'MINIMUM(Note:For Open Carports,
on sides only,slab may be flush with
base rail on ends)
MINIMUM 2-1/4'EMBEDMENT
MINIMUM 2-114'EMBEDMENT
ILI I
. 12'
z
E
CONTINUOUS 4'CONCRETE PAVEMENT
MONOLITHIC CONC.FOOTING(2500 PSI MIN.)
REINFORCED WITH 2 p5's CONTINUOUS
��CDNCRETE MONO:SLAB-BASE-R_A__IL ANCHORAGE CONCRETE SLAB BASE RAIL ANCHORAGE
_ 9D
I „�1ANMTo Sale JD Not To Sale (OPTIONAL-OPEN CARPORTS ONLY)
� e
CONCRETE:
Concrete Shall Have a Minimum Specified Compressive Strength of 2500 PSI at 28 Days. 2'WASHERS
COVER OVER REINFORCING STEEL TS CONTINUOUS BASE RAIL
For foundations,minimum concrete cover over reinforcing bars shall be:
3Inches In foundations where the concrete Is cast against and permanently in contact with the earth or exposed to the earth TOP OF ASPHALT PAVEMENT DRILL 518'HOLE THROUGH THE
or weather,and 1-1/2 inches elsewhere.Reinforcing bars embedded in grouted cells shag have a minimum dear distance of OR GROUND SURFACE BASE RAIL AND SECURE TO
1/41nch for fine grout or 1/21nch for coarse grout between reinforcing bars and any face of a cell.Reinforcing bars used In ANCHOR EYE WITH 1/2'DIAMETER
masonry walls shall have a masonry cover(including grout)of not less than 2 inches for masonry units with face exposed to THROUGH BOLT
earth or weather 1-1/2 inches for masonry units not exposed to earth or weather.
REINFORCING STEEL: EYE ANCHOR
The reinforcing steel shall be minimum Grade 40. 518'ROD 30'LONG
WITH DBL4'HELIX
GALVANIZATION: (SEE NOTE,8,PAGE 1,FOR
Metal accessories for use in exterior wall construction and not directly exposed to the weather shall be galvanized in SPACING REQUIREMENTS)
accordance with ASTM A 153,Class B-2.Metal plate connectors,screws,bolts and nags exposed directly to the weather
shall be stainless steel or hot dipped galvanized.
REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED:
1. All reinforcement is bent cold;
2. The diameter of the bend,measured on the Inside of the bar,Is not less than she-bar diameters;and
3. Reinforcement partially embedded In concrete shall not be field bent D3CGROUND BASE RAIL ANCHORAGE
NolTo Sale (CAN BE USED FOR ASPII M
EXCEPTION:
Where bending is necessary to align dowel bars with a vertical cell,bars partially embedded In concrete shag be
permitted to be bent at a slope of not more than 1 inch of horizontal displacement to 6 inches of vertical bar length.
BECHTOL ENGINEERING tWN00
AND TESTING,inc. J&B BUILDING SERVICES, INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate of Authorization No.5492
FIELD: CHECKED: JP DATE: 02/24/17 PROJ.NO.: G16003
DRAWN: RR APPROVED:TB SCALE: NOTED SHEET 4 OF 11
BOX EAVE RAFTER GABLE END OPTION
4
5
L�EEEU M1)
FLASHING
�
W
3
TYPICAL BOX EAVE RAFTER GABLE,END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN
SCALE:1/8'=T SCALE:I/r=T
TS BOX EAVE RAFTER
NIPPLETO 3116'
RAFTER
TS POST
1-112'x 1-1/2'x 2'16 GA ANGLE CLIP
SECURE TO BOX EAVE RAFTER AND
GABLE RAIL WITH(4)#12-14 x 3/4'SDFs
1-1/2'x 1-1/2'x 2'16 GA ANGLE CLIP (2)ON TOP,(2)ON BOTTOM
SECURE TO RAFTER POST AND GABLE TS GABLE RAIL
RAIL WITH(4)#12-14 x 3/4'SOPS
(2)ON TOP,(2)ON SIDE
MINIMUM 6'LONG TS NIPPLE
TS RAFTER POST SECURE POST TO NIPPLE WITH
(4)912-14 x 3/4'SDFs
BOX EAVE RAFTER GABLE RAIL TO
RAFTER POST CONNECTION DETAIL
4 Not To Scale
O1
Q .
BECHTOL ENGINEERING
AND TESTING,inc. J&B BUILDING SERVICES, INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate of Authorization No.5492 FIELD: CHECKED: JP DATE: 02/24/17 PROJ.NO.: G16003
DRAWN: RR APPROVED:TB SCALE: NOTED. SHEET 5 OF 11
BOW RAFTER GABLE END OPTION
4
6
FLASHING !E
SR
w
x
w
SEE NOTES 3
AND 4(PAGE 1)
FOR MAXIMUM m
SPACING
TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOW RAFTER GABLE END FRAMING PLAN
SCALE:I'=1' SCALE:1/8'=1'
TS BOW RAFTER
1.1rz•x 1.10 x 2JECUP
SECURE TO BOW BLE
RAIL WITH(4DFs2 ONTOM1.0 x 1-lr2x 2'16 GAANGLE CUP
SECURE TO RAFTER POSTAND GABLE
RAIL WITH(4)912-14 x 3/4'SDFs,
e TOP AND BOTTOM
L
TS GABLE RAIL
MINIMUM 6'LONG TS NIPPLE
SECURE BOW RAFTER AND POST
TO NIPPLE WITH(4)#12-14 x 3/4'
TS RAFTER POST SELF-DRILLING FASTENERS
BOW RAFTER GABLE RAIL TO
RAFTER/POST CONNECTION DETAIL
4 Not To Scale
BECHTOL ENGINEERING J&B BUILDING � .-INC.
AND TESTING,inc. +
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate of Authorizaflon No.5492 1 1 040
FIELD: CHECKED: jp DATE: 02/24/17 PROJ.NO.: G16003
DRAWN: RR APPROVED:TB SOALF_' NOTED SHEET 6 OF 11
BOX EAVE RAFTER OPEN CARPORT
EXTRA SIDE PANEL OPTION
26 GALVANIZED METAL ROOF AND SIDE PANELS FASTENED
TO PURLINS AND POSTS WITH#12.14 x3/4'SOPs WITH CONTROL
SEAL WASHER @ AVERAGE 6-O.C.SPACING
1
2
ON
O
~z wo 24'16 GA UCHANNEL BRACE
a m FASTENED TO RAFTER WITH
o (2)#12-14 x 3/4'SELF-DRILLING
LL LL FASTENERS AT EACH END
w (4 PER BRACE)
2
2
TYPICAL RAFTER/POST FRAME SECTION-EXTRA SIDE PANELS
SCALE:118'=1'
FLASHING
od 5
> I
LFLASHWG
(Op9aia�
LENGTH VARIES DEPENDING ON
30'MAXIMUM RAFTER SPAN NUMBER AND SPACING OF RAFTERS
TYPICAL END ELEVATION-EXTRA SIDE PANELS TYPICAL SIDE ELEVATION-EXTRA SIDE PANELS
SCALE:118-=1' SCALE:118'=1'
AUBECHTOL ENGINEERING J&B BUILDINGS R�EMPN
AND TESTING,inc.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate of Authorization No.5492
FIELD: CHECKED: JP DATE: 02/24/17 PROJ.NO,: G16003
DRAWN: RR I APPROVED:TB SCALE: NOTED SHEET 7 OF 11
BOW RAFTER OPEN CARPORT EXTRA SIDE PANEL OPTION
26 GALVANIZED METAL ROOF AND SIDE PANELS FASTENED
TO RAFTERS AND POSTS WITH#12-14 x 3l4"SDF'S WITH
CONTROL SEAL WASHER AVERAGE 6'O.C.SPACING
1
3
o 24.16GAU-CHANNELBRACE
z o FASTENED TO RAFTER WITH
a o m (2)#12-14 x 3f4'SELF-DRILLING
g 0 FASTENERS AT EACH END
cc
h- (4 PER BRACE)
0 to
Lu
2
3
TYPICAL RAFTER/POST FRAME SECTION-EXTRA SIDE PANELS
SCALE:1re•=1' -
FLASHING
(Optional)
s•
o'
a
oPrlowu.s•
WALL EXTENSION
TO MATCH ROOF FLASHING
(Opdonao
LENGTH VARIES DEPENDING ON
30'MAXIMUM RAFTER SPAN NUMBER AND SPACING OF RAFTERS
TYPICAL END ELEVATION-EXTRA SIDE PANELS TYPICAL SIDE ELEVATION-.EXTRA SIDE PANELS
SCALE:1re•=1' SCALE:ve•=r
BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate of Authorization No.5492
FIELD: CHECKED: ip DATE: 02/24/17 PROJ.NO.: G1.6003
DRAWN: RR APPROVED:TB SCALE: NOTED SHEET 8 OF 11
�B'OX SAVE=RAFTER VERTI►CrAL�R�001 OaP�TION
26 GALVANIZED METAL ROOF PANELS FASTENED
TO PURLINS WITH#12-14 x 314'SDPs WITH CONTROL
SEAL WASHER @ AVERAGE 6'O.C.SPACING
1
2
12
Q3
FLASHING 24'16 GA U-CHANNEL BRACE
14016 GAUGE FURRING FASTENED TO RAFTER WITH ~E
CHANNEL(PURUN) (2)#12.14 x 3/4'SELF-DRILLING p
FASTENERS AT EACH END =
(4 PER BRACE)
0
in
2
2
30'MAXIMUM RAFTER SPAN
TYPICAL END ELEVATION-VERTICAL ROOF TYPICAL SECTION-VERTICAL ROOF OPTION
SCALE:110'=1' SCALE:98'=1'
1-tY1'16 GAUGE FURRING CHANNEL FASTENED
AUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH(2)#12.14 x 314'SELF-DRIWNG FASTENER SPACED NOT MORE THAN 48'O.C. FA EACH RAFTER WITH MORE T x N 4 SELF. RILLING
FASTENER SPACED NOT MORE THAN 48'G.C.
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
G �6'
SEE NOTES 3 AND
FLASHING 4(PAGE 1)FOR
MAMMUM
SPACING
' 3
3
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL SIDE ELEVATION-VERTICAL ROOF TYPICAL FRAMING PLAN-VERTICAL ROOF OPTION
SCALE:118'=1' SCALE:118'=1'
1-112'16 GAUGE FURRING CHANNEL FASTENED TO
EACH RAFTER WITH(2)#12-14 x 314'SELF-DRILLING
FASTENER SPACED NOT MORE THAN 48'O.C.
�15#25
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
BECHTOL ENGINEERING
AND TESTING,inc. J&B BUILDINGSERVICES, INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate of Authorization No.5492
FIELD: CHECKED: JP DATE: 02/24/17 PROJ.NO.: G16003
DRAWN: RR APPROVED:TB SCALE: NOTED SHEET 9 OF 11
MULTIPLE BOW RAFTER OPEN CARPORT CONNECTION
OPTION
24'16 GA U-CHANNEL BRACE
FASTENED TO RAFTERS WITH
(2)#12.14 x 3l4'SELF-DRILLING FASTENERS
26 GA.GALVANIZED METAL ROOF AND SIDE PANELS AT EACH END(4 PER BRACE)
FASTENED TO RAFTERS AND POSTS WITH#12-14 x 3l4'SDF's
WITH CONTROL SEAL WASHER @ AVERAGE 6-O.C.SPACING
1
3
24'16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2)912-14 x 314'SELF-DRILLING
FASTENERS AT EACH END
(4 PER BRACE)
2
3
TYPICAL RAFTERIPOST FRAME SECTION-MULTIPLE BOW FRAME OPEN CARPORTS
SCALE:ire.=I'
BECHTOL ENGINEERING
AND TESTING,;fc. J&B B U I LD I N kEEtM INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate of Authorization No.5492
FIELD: CHECKED: JP - DATE: 02/24/17 PROJ.NO.: G16003
DRAWN: RR APPROVED:TB SCALE: NOTED SHEET 10 OF 11
I
J lJ
LEAN-TO OPTIONS
9
,2
2 9
24'16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH 2
(2)#12-14 x 3l4'SELF-DRILLING
SCREWS AT EACH END
(4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION
2 3 2 3 2 3 2 3
2 4 2 4 2 4 2 4
TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS FRAMING PLAN(BOTH OPTIONS SHOWN)
SCALE: 1/8'=1'
TS RAFTER POST
NIPPLE TO
ItAFrFR 3N6' TS BOX EAVE 2'x4'16 GA PLATE(BOTH SIDES)
12'LONG TS 14 GA NIPPLE. RAFTER SECURE TOPOST/RAFTER
SECURE POST TO NIPPLE WITH(4)#12-14 x 314'SDPs,
WITH(4)#12-14 x 3W SDI's (2)ON POST,(2)ON RAFTER
TS LEAN-TO RAFTER
° 24'16 GA UCHANNEL BRACE
° (5'TO 7'POST)
OR
TS EXTENSION 48.16 GA U-CHANNEL BRACE
RAFTER (8'TO 14'POST) 274'x2'16 GA ANGLE CLIP
NOTE:NO BRACE AT END WALLS. SECURE TO POST AND
TS RAFTER POST (SEE BRACE SECTION) RAFTER WITH(4)#12-14 x 314'
SDF's,(2)ON RAFTER,
MINIMUM 6'LONG,MINIMUM 14 GA,TS (2)ON POST
NIPPLE.SECURE POST TO NIPPLE WITH
(4)#12-14 x 3l4'SDF's
SIDE EXTENSION RAFTER/ LEAN-TO RAFTER TO RAFTER POST
CORNER POST DETAIL CONNECTION DETAIL
11 Not To Scale (BOX FAVE RAFTERS ONLY) I L Not To Scale
(IF APPLICABLE)
ADDENDUM TO PERMIT No.
(USE N/A FOR PERMIT No. IF NO LEAN-TO IS ADDED TO
OPEN STRUCTURE)
BECHTOL ENGINEERING
AND TESTING,inc. J&B BUILDIN . , .INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS I
Certificate of Authorization No.5492
FIELD: CHECKED: jp DATE. 02/24/1/ PROD.NO.: G16003
DRAWN: RR APPROVED:TB SCALE: NOTED SHEET 11 OF 11
FLORIDA APPROVED PRODUCTS LIST
FLORIDA BUILDING CODE FIFTH EDITION(2014)
Carports Anywhere, Inc.
PO Box 778
-.Starke, Florida 32091
CLADDING/COMPONENT MANUFACTURER MODEL NO. FPA NO. APPROVAL EXPIRATION MAX.PRESSURES
DATE DATE
ROOF PANEL UNION CORRUGATING CO. 26 GA.MASTER RIB FL9555.2-R4 10/16/2015 ~1213112020 -47.2 !,FRAME @ V OC ;!
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WINDOW,- k MI WINDOWS AND DOORS (l 185SH(IMPACT RES) FL17499.3-R1 0810512016 10/17/2016•r, +551-55
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