HomeMy WebLinkAboutEngineering CARPORTS ANYWHERE
"Where quality meets service"
06/08/2017
Attention Leslie Olson
Please see attached updated signed sealed survey per your request
Thank you,
Danielle Phillips
Permit coordinator
Carportsanywhere.dPhillips@yahoo.com
(352)468-1116
Carports Anywhere
Po Box 776
Starke, FL. 32091
sec;
SUN 13 2017
BECHTOL ENGINEERING
AND TESTING, inc.
RECEIVED APES p 5 7,017
J&B BUILDING SERVICES, INC.
METAL UTILITY STRUCTURES
INSTALLATION PLANS, DETAILS, AND FASTENER SPECIFICATIONS
FOR CONSTRUCTION IN .THE STATE OF FLORIDA
ENCLOSED BUILDINGS
PREPARED FOR:
Carports Anywhere
PO Box 830
Swainsboro, Georgia 30401
OON61ALED FASTENERS OR ATTACHMENTS
AM YNE RESPONSIBILM OF THE
PREPARED BY: C'OHMAGTOROFRECORD
Bechtol Engineering and Testing, Inc.
605 West New York Avenue THESE PLANS AND ALL PROPOSED WORK
DeLand, Florida 32720 ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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).
f
Bechtol Engineering &Testing, Inc. I?a��0o77
Certificate of Auth r' t n No.00005492 �; k,«F
9 i���9,, sx: -16(-.t :, t ; t.,.�LI)LNO D:Z ISION
I
DANFE
Nlis-; jL ib' `vi PEtRNUT UST BE KEPT ON JOB
h ;Be 3 c WN V,'iLL BE TYJADE.
PrE;i ph.t/Princ I Engine*e = '
FlortAQ-cense No. 38538
41
.00
•''. gf'ATE�F ram.
TING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGI
%605 West New York Avenue,Suite A•DeLand,FL 32720-5243•Telephone(386)734-
op
FAX(386)73"M1 C
i
El BOX EAVE FRAME RAFTER ENCLOSED BUILDING R DOOR SWINGING DOOR
(Sheets 2,4,5,7,8,9,and 11) (A Ass a apppplicable) (Asapplipble)
6' FLASHING
FLASHING —
LENGTH VARIES DEPENDING ON
'I NUMBER AND SPACING OF RAFTERS 3V MAXIMUM RAFTER SPAN
TYPICAL SIDE ELEVATION-HORIZONTAL ROOF TYPICAL END ELEVATION-HORIZONTAL ROOF
SCALE:10=1' SCALE:US'=1'
El BOW FRAME RAFTER ENCLOSED BUILDING ROLL-UP DOOR SWINGING DOOR
(As applicable) (As applicable)
(Sheets 3,4,6,7,8,and 10)
6, FLASHING
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS 30'MAXIMUM RAFTER SPAN
TYPICAL SIDE ELEVATION TYPICAL END ELEVATION
SCALE:118'=1' SCALE:118"=1'
❑ 12 GAUGE TUBE STEEL ❑ 14 GAUGE TUBE STEEL
METAL FRAMING AND SIDING PREFABRICATED BY
CARPORTSANYWHERE METAL UTILITY STRUCTURES-INSTALLATION PLANS, DETAILS,
P.O.BOX 830 AND FASTENER SPECIFICATIONS
SWAINSBORO,GA 30401
FOR CONSTRUCTION IN THE STATE OF FLORIDA
THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF PREPARED BY:
BECHTOL ENGINEERING&TESTING,INC.AND AB BUILDING BECHTOL ENGINEERING AND TESTING,INC.
SERVICES,INC. THESE DRAWING MAY NOT BE REPRODUCED 605 WEST NEW YORK AVENUE
WITHOUT THE WRITTEN CONSENT OF BECHTOL ENGINEERING DELAND,FLORIDA 32720
&TESTING,INC.,AND AB BUILDING SERVICES,INC. Certificate of Authorization No.5492
GENERAL NOTES:
1.RISK CATEGORY I OR II.
2.WIND EXPOSURE CATEGORY B,C,OR D.
3.ULTIMATE WIND SPEED 115 TO 150 MPH(NOMINAL WIND SPEED 89 TO 116 MPH): MAXIMUM RAFTERIPOST AND END POST SPACING=5.0 FEET.
4.ULTIMATE WIND SPEED 151 TO 180 MPH(NOMINAL WIND SPEED 117 TO 139 MPH): MAXIMUM RAFTER/POST 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.FASTENERS CONSIST OF 1/4"-14X3/4"SELF-DRILLING SCREWS WITH CONTROL SEAL WASHER.
8.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.
9.BASE RAIL GROUND ANCHOR REQUIREMENTS ARE ONE WITHIN 6"OF EVERY POST LOCATION,AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT.
10.GROUND ANCHORS ARE NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION.
11,CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252,OR SLEEVE ANCHOR MODEL HSA 1260,OR EQUIVALENT.
BECHTOL ENGINEERING
AND TESTING,inc. J&B B U I LD I Ni%Vfj%PINC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate otAuthof¢afion No.5492
FIELD: CHECKED: JP DATE: 03-07-16 PROJ.NO.: G16003
DRAWN: RR APPROVED: TB SCALE: NOTED SHEET 1 OF 11
AWL
TO RAFTE260R 29 GARS GALVANIZED METAL ROOF PANELS FASTENED
1/4'x 1'SDFs WITH CONTROL LENGTH VARIES DEPENDING ON
WITH
SEAL WASHER @ AVERAGE 6'O.C.SPACING NUMBER AND SPACING OF RAFTERS
1 12
2 Q3
_ 24'16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH rs SEE NOTES 3 AND
2-114'xt'SELF-DRILLING w - 4(PAGE 1)FOR
SCREWS AT EACH END w MAXIMUM
(4 PER BRACE) SPACING
0
r
2 3
2 4
TYPICAL RAFTERIPOST FRAME SECTION TYPICAL RAFTERIPOST FRAMING PLAN
SCALE:I IW=l' SCALE:118'=T
TS BOX EAVE RAFTER
NIPPLE TO 3116
RAFTER
MINIMUM 6'LONG,MINIMUM 14 GA,TS
o. NIPPLE.SECUREWITH41/4'xt'SDFs
24'1fi GA U-DHANNEL BRACE(5'TO T RAFTER POST)OR '
48.16 GA U-CHANNEL BRACE(8'TO W RAFTER POST)
o BRACE ANGLE SHALL BE MIN.45'
TO MAX,60'FROM HORIZONTAL
NOTE:NO BRACE AT END WALL
SET BRACE AT 1ST POSTIRAFTER TS RAFTER POST
°I CONNECTION FROM GABLE. NIPPLE TO �WIS'(SEE BRACE SECTION) BASE RAIL- TS CONTINUOUS BASE RAIL
MINIMUM 6'LONG,MINIMUM 14 GA,TS
NIPPLE,SECURE POST TO NIPPLE WITH
of 4114'xt'SDFs
TS RAFTER POST
BOX EAVE RAFTER/CORNER POST RAFTER POST/
CONNECTION DETAIL ,, BASE RAIL CONNECTION DETAIL
1 Not To Scale L Not To Scale
i
zv
16 GAUGE U-CHANNEL BRACE
L2-114'-I\,
FASTENED TO THE LEG AND
RAFTER,WITH 2-114'x V
SELF-DRILLING SCREWS AT
EACH END(4 PER BRACE)
BRACE SECTION
Not To Scale
BECHTOL ENGINEERING
AND TESTING,inc. J&B BUILDING fglq N C.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate of Authmha8on No.5492
FIELD: CHECKED: ip - DATE: 03-07-16 PRO.I.NO-* G16003
DRAWN: RR APPROVED: TB SCE NOTED SHEET 2 OF 11
26 OR 29 GA GALVANIZED METAL ROOF PANELS FASTENED LENGTH VARIES DEPENDING ON
TO RAFTERS WITH 114'x 1'SDFs WITH CONTROL NUMBER AND SPACING OF RAFTERS
SEAL WASHER Q AVERAGE 6-O.C.SPACING 131 12
Q3
24'16 GA UCHANNEL BRACE
FASTENED TO RAFTER WITH
2-114'xl'SELF-DRILLING i SEE NOTES3AND
SCREWS AT EACH END t� 4(PAGE 1)FOR
(4 PER BRACE) i MAXIMUM
SPACING
o
2 3
3 4
i
TYPICAL RAFTER/POST FRAME SECTION TYPICAL RAFTERIPOST FRAMING PLAN
SCALE;118'=1' SCALE:116'=1'
2 NO SCREWS TS BOW RAFTER
REQUIRED
IN BOW BEND
5.
MINIMUM V LONG,MINIMUM 14 GA TS
NIPPLE.SECURE WITH 41W x 1'SOFs
24'16 GA UCHANNEL BRACE(S TO T RAFTER POST)OR
4W 16 GA UCHANNEL BRACE IT TO 14'RAFTER POST)
BRACE ANGLE SHALL BE MIN.45'
TO MAX.60'FROM HORIZONTAL TS RAFTER POST
r, NOTE NO BRACEAT END WALL NIPPLETO 3116'
o SET BRACE AT 1ST POSTIRAFTER BASE RAIL TS CONTINUOUS BASE RAIL
CONNECTION FROM GABLE
(SEE BRACE SECTION)
o MINIMUM 6-LONG,MINIMUM 14 GA,TS
NIPPLE.SECURE BOW RAFTER AND POST
TO NIPPLE WITH 4 114'x 1'
SELF-DRILLING FASTENERS
TS BOW POST
BOW RAFTER/CORNER POST RAFTER POST/
CONNECTION DETAIL �,,� BASE RAIL CONNECTION DETAIL
Not To Scale L Not To Scale
16 GAUGE UCHANNEL BRACE
2-114• FASTENED TO THE LEG AND
RAFTER,WITH 2.1W x 1'
SELF-DRILLING SCREWS AT
EACH END(4 PER BRACE)
BRACE SECTION
Not To Scale
BECHTOL ENGINEERING J&B BUILDING V C INC.
AND TESTING,inc.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
- Certificate of AutMdzatlon No.5492
FIELD: Certificate
jp DATE: rp
03-07-16 G 00
DRAWN: RR APPROVED; TB SrniF• NOTED SHEET 3 OF 11
I
AML
BASE RAIL ANCHORAGE OPTIONS
INSTALL 117 x 67 EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6'OF EACH
RAFTER POST ALONG SIDES
INSTALL 1R'z 6'EXPANSIONANCHOR
THROUGH BASE RAIL WITHINT OFEACH
RAFTER POST ALONG SIDES
6'MINIMUM(Note:For Open Carports,on sides
MINIMUM 2.1M•EMBEDMENT only,slab may be flush with base rail on ends)
MINIMUM 24W EMBEDMENT
CCNTIIUOUS4•CONCRETE PAVEMENT
7!MCNWTHIC CONC.FOOTING CM PSI MIN.)
REINFORCED WM 2I6's CONTINUOUS
CONCRETE MONO.SLAB BASE RAIL ANCHORAGE CONCRETE SLAB BASE RAIL ANCHORAGE
Not To Snle JD Not To Scale (OPTIONAL-OPEN CARPORTS ONLY)
CONCRETE:
Concrete Shall Have a Minimum Specified Compressive Strength of 2500 PSI at 28 Days.
?WASHERS
COVER OVER REINFORCING STEEL TS CONTINUOUS BASE RAIL
For foundations,minimum concrete cover over reinforcing bars shall be:
3 inches In foundations where the concrete is cast against and permanently in contact with the earth or exposed to the earth TOP OF ASFH&T PAVEMENT
or weather,and 1-1/2 inches elsewhere.Reinforcing bars embedded in grouted cells shall have a minimum dear distance of OR GROUND SURFACE DRILL Sir HOLE THROUGH THE
1/4 inch for fine rout or 1/2 inch for coarse rout between reinforcing bars and any face of a cell.Reinforcing bars used in BASE RAIL AND SECURE
To
g g g Y g ANCHOR EYE WITH IM•DIAMETER
masonry walls shall have a masonry cover(including grout)of not less than 21rohes for masonry units with face exposed to THROUGH BUT
earth or weather 1-12 inches for masonry units not exposed to earth or weather.
REINFORCING STEEL
The reinforcing steel shall be minimum Grade 40. EYEANCHOR
S'S'ROD 3T LONG
GALVANIZATION: (SEE NOTE S.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,boas and naffs 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 so-bar diameters;and
3. Reinforcement partially embedded in concrete shall not be field bent U;_rC,-\_GR0UND BASE RAIL ANCHORAGE
EXCEPTION: NolTOScnle (CAN BE USED FORASPWLLT)
Where bending is necessary to align dowel bars with a vertical cell,bars partially embedded in concrete shall be
permitted to be bent at a slope of not more than 1 inch of horizontal displacement to 6 Inches of vertical bar length.
i
MV
BECHTOL ENGINEERING J&B BUILDING S
AND TESTING,inc.
fff EavOmMC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS VIA;I
Certificate of Autwdzation No.5492
F.,. CHECKED:RR
IPDATE: 03-07-16 �01-NO.; G16003
APPROVED: TB SALE: NOTED SHEET 4 OF 11771
i
BOX SAVE RAFTER END WALL AND WALL OPENINGS
SEE NOTES
AND 4(PAGE 1)
FOR MAXIMUM
4 SPACING
4 7
7
7
7 7 5
7 7
SEE NOTES 3
AND 4(PAGE 1) B OPENING FOR
FOR MAXIMUM ROLL-UP DOOR WITH
SPACING 7 NONSTRUCTURAL OPENING FOR
HEADER SWINGING DOOR
WITH NON.
STRUCTURAL
HEADER
5 7 5 7 7
r tl� L
TYPICAL BOX EAVE RAFTER END WALL FRAMING PLAN TYPICAL BOX EAVE RAFTER END WALL OPENINGS FRAMING PLAN
SCALE:1/V=l' SCALE:118'=1'
OPENING FOR WINDOW WITH
NONSTRUCTURAL HEADER
BOX EAVE RAFTERIPOST AND WINDOW RAIL
ASSEMBLY (Also applicable to End Walls)
INTERIOR SIDE is Posi
B 9
8 B w
114'x1'SDF@12'O.C,
7 7 a
7 7
OPENING FOR
ROLL-UP DOOR WITH OPENING FOR
STRUCTURAL
HEADER SWINGNC DOOR
VO HNON-
STRUCTURAL
HEADER
10 gA-
A 7 7
EXTERIOR SIDE
TYPICAL BOX EAVE RAFTER SIDE WALL OPENINGS FRAMING PLAN SECTION A-A!
SCALE:118'=1' Not To Scale
' BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERREE,C&y
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate of Authorlzadon No.5492
FIELD: CHECKED: JP DATE: 03-07-16 PR0.1.NO.: G16003
DRAWN: RR APPROVED: TB SCALE: NOTED SHEET 5 OF 11
BOW RAFTER END WALL AND WALL OPENINGS
SEE NOTES 3
AND 4(PAGE 1)
4 FOR MAXIMUM
4 7 SPACING
7
6 7
7 7 7 6
7 7
SEE NOTES 3
AND 4(PAGE 1) OPENING FOR
FOR MAXIMUM ROLL-UP DOOR WITH
SPACING NON-STRUCTURAL OPENINGFOR
HEADER SWNGWG DOOR
WITH NON
STRUCTUR4L
NEARER
5 7 5 7 7
7 7 7 7 7 A A'
:7 L
TYPICAL BOW RAFTER END WALL FRAMING PLAN TYPICAL BOW RAFTER END WALL OPENINGS FRAMING PLAN
SCALE:118'=1' SCALE:1I8'=1'
OPENING FOR WINDOW WITH
NONSTRUCTURAL HEADER
BOW RAFTERIPOST AND WINDOW RAIL
ASSEMBLY (Also applicable to End Walls)
INTERIOR SIDE Ts POST
r.PEPN1'1I
9
8 w
6 7 6 7 a 1/4'x 1'SDF(d}1Y O.C.
7 7
7 7
NG FOR
OOR WITH
TURAL OPFATNGFOR p
ADER SWINGING DOOR
W m
STRUCTURAL
HEADER
7 7 A A 7 7
EXTERIOR SIDE
TYPICAL BOW RAFTER SIDE WALL OPENINGS FRAMING PLAN SECTION A-A!
SCALE:118'=1' Not To Scale
BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SE
E Eedp
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Cerdficate of Aulbolizatlon No.5492 �
FIELD: CHECKED: JP DATE: 03-07-16 PROJ.NO.: G16003
DRAWN: RR APPROVED: TB SCALE: NOTED SHEET 6 OF 11
BOX EAVE RAFTER WALL OPENING DETAILS
TB RAFTER
MINIMUM 6'LONG,MINIMUM 14 GA,TS
NIPPLE.SECURE WITH 41/4'x 1'SDFS
TS RAFTER POST(CORNER)
1-12'x 1-12'x 2'16 GA CLIP
ANGLE,SECURE TO RAFTER
25Q1Q'16 GA ANGLE CUP NIPPLETO 3116' I i PO STAND BASE RAIL
BASE RAIL I I WITH 4 1l4'xt'SDFS
SECURE TO POST AND I
RAFTER WITH 114'x 1'
SOFs,20N TOP AND I I
2 ON SIDE 101
TS END POST
TS CONTINUOUS BASE RAIL
END POST/RAFTER CONNECTION DETAIL END POST/BASE RAIL CONNECTION DETAIL
Not To Scale Not To Scale
TS TRUSSED RAFTER CHORD,
OR NONSTRUCTURAL HEADER
TS RAFTER POST
OR END POST
Tx 2'x2'16 GA ANGLE CUP
SECURE TO POSTAND EITHER
TOP OF HEADER,OR BOTTOM TS END POST OR DOOR!
OF WINDOW RAIL,WITH 114'x 1'SDPs WINDOW FRAME POST 2'z2'x2'16 GAANGLE CUP
SECURE TO POST(EACH SIDE)AND
RAFTER CHORDIRAIL W14-114'xt'SDFS
TS NONSTRUCTURAL HEADER, 2 ON BOTTOM AND 2ON SIDE
BASE RAIL,OR WINDOW RAIL
NOTE:AT ROLL-UP DOOR OPENINGS,
POST SHOULD BE FLUSH WITH RAIL
END.CUP POST TO RAIL ONLY ON
TS NONSTRUCTURAL HEADER SIDE OPPOSITE THE OPENING.
OR WINDOW RAIL
NON-STRUCTURAL HEADER OR WINDOW POST TO NON-STRUCTURAL HEADER, BASE
RAIL TO POST CONNECTION DETAIL RAIL OR WINDOW RAIL CONNECTION DETAIL
u Not To Scale
7 Not To Scale
mv
BECHTOL ENGINEERING J&B BUILDING ICES, INC.
AND TESTING,inc.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certl6cale of Au6wri:a6on No.5492
FELD CHECKED: JP DATE: 03-07-16 PROJ.NO.: 16 3RR APPROVED: TB SCALE: NOTED SHEET 7 OF 11
it
Adilk
BOX EAVE RAFTER WALL OPENING DETAILS
NIPPLETO 3116'
DBL HEADER
TS BOW RAFTER
OR RAFTER POST
MINIMUM 6-LONG,MINIMUM 14 GA,TS
MINIMUM 6-LONG,MINIMUM 14 GA,TS 1/8' NIPPLE.SECURE WITH 4 114'x 1'
NIPPLE.SECURE EACH WffN41/4k1' r1 SELF-DRILLING FASTENERS
SELF-DRILLING FASTENERS I I
o
I I
DEL TS HEADER
I I I I
o 0
I I I I
L J L J TS POST
3116' NIPPLETO
BASE RAL
RAFTER POST/DBL HEADER
DBL HEADER/POST CONNECTION DETAIL ��� CONNECTION DETAIL
Not To Scale Not To Scale
MINIMUM 6-LONG,MINIMUM 14 GA,TS
NIPPLE.SECURE EACH WITH 4 1/4'x V
SELF-DRILLING FASTENERS 1/4'x 1'SDF @ 17 O.C.
7,
TS POST 3
r r TS CONTINUOUS BASE RAIL
CURTAIN 18 GA.
of lol
I I I I
3H6' NIPPLE TO
BASE RAIL
RAFTER POST/BASE
RAIL CONNECTION DETAIL SECTION THROUGH ROLL UP DOOR HEADER
u Not To Scale Not To Scale NOTE:Curtain is 26 GA.galvanized steel with
baked on epoxy primer&polyester top coat.
MVBECHTOL ENGINEERING
AND TESTING,inc. J&B BUILDING SE S INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate of Authaimtion No.5492 NY FIELD: CHECKED: JP DATE: 03-07-16 PROJ.NO-- G16OO
DRAWN: RR APPROVED: TB Sraic• NOTED SHEET 8 OF 11
� - I
BOX EAVE RAFTER LEAN-TO OPTIONS
it
9
12
2 9
24'16 GA U-0CHANNEL BRACE 1
FASTENED TO RAFTER WITH
2-114'x P SELF-DRI WNG 2
SCREWS AT EACH END
(4 PER BRACE)
ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION
2 3 r2-'N 11 1 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:118'=1'
TS RAFTER POST
N�PL R 3/i6'
FTER 2'x4'16 GA PLATE(ONE REQUIRED)
RA
TS BOX EAVE SECURE TO EITHER SIDE OF
12'LONGTS 14 GANIPPLE. r48
POSTIRAFTER CONNECTION
SECURE POST TO NIPPLE WITH(4)1l4'x 1'SDPS,
WITH 4 114'x l'SDFs 2 ON POST,2 ON RAFTER
TS LEAN-TO RAFTER
° GA U-CHANNEL BRACE
T POST)
GAU-CHANNEL BRACE
TS EXTENSION 14'POST)
RAFTER :NO BRACE AT END WALLS. 2'x2'x2'16 GA ANGLE CLIP
BRACE SECTION) SECURE TO POST AND
TS RAFTER POST RAFTER WITH(4)114'x 1'
, MUM 14 GA,TS SDF'S,2 ON RAFTER,
NIPPLE.SECURE POST TO NIPPLE WITH -2 ON POST
4114'x 1'SDFS
SIDE EXTENSION RAFTER/ LEAN-TO RAFTER TO RAFTER POST
CORNER POST DETAIL CONNECTION DETAIL
Not To Scale I L Not To Scale
mu
BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SE , , INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate otAu6wrfradon No.5492
FIELD: CHECKED: JP DATE: 03-07-16 PRD'.NO.: G16003
DRAWN: RR APPROVED: TB SCALE NOTED SHEET 9 OF 11
I
BOW RAFTER LEAN-TO OPTION
. 10
3 24'16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
2-1/4'x 1'SELF-DRILLING
SCREWS AT EACH END
(4 PER BRACE)
2 3 2 3 2 3
3 4 3 4 3 4
TYPICAL BOW RAFTER LEAN-TO OPTION FRAMING PLAN
SCALE:1I6'=1'
IS BOW RAFTER
2'x4'16 GA PLATE(ONE REQUIRED)
SECURE TO EITHER SIDE OF
POSTIRAFTER CONNECTION 24'16 GA LLCHANNEL BRACE
WITH(4)1I4'x 1'SDF's, (S.TO T POST)
2 ON POST,2 ON RAFTER OR
48-16 GA U-CHANNEL BRACE
IS RAFTER (B'TO 14'POST)
3' NOTE:NO BRACE AT END WALLS.
(SEE BRACE SECTION)
i
i
MINIMUM 6'LONG,MINIMUM 14 GA,IS
NIPPLE SECURE BOW RAFTER AND
POSTTO NIPPLE WITH
4 1145A'SOFs
2Y2'x2'16 GA ANGLE CUP IS RAFTER POST
SECURETOPOSTAND
RAFTER WITH 114'x 1'
SDFs,2 ON TOP AND
2 ON BOTTOM
LEAN-TO RAFTER TO RAFTER POST
CONNECTION DETAIL
Not To Scale
BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDINGS V ES, INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate otAutho&ation No.5492
FIELD: CHECKED: JP DATE: 03-07-16 PROJ.NO.: mflow wir- Y
DRAWN: RR APPROVED: TB SCALE: NOTED SHEET 10 OF 11
i
BOX EAVE RAFTER VERTICAL ROOF OPTION
26 OR 29 GA GALVANIZED METAL ROOF PANELS FASTENED
TO PURLINS WITH 114'x 1'SDFs WITH CONTROL
SEAL WASHER @ AVERAGE 6-O.C.SPACING
1
112
Q3
2
24'16 GA U-CHANNEL BRACE
1412'18 GAUGE FURRING FASTENED TO RAFTER WITH
FLASHING CHANNEL(PURUN) 2.1/4°x 1'SELF-DRILUNG w
SCREWS AT EACH END =
(4 PER BRACE) w
o
2
2
30'MAXIMUM RAFTER SPAN
TYPICAL END ELEVATION-VERTICAL ROOF TYPICAL SECTION-VERTICAL ROOF OPTION
SCALE:118' V SCALE:1/8'-V
112 1B GAUGE FURRING CHANNEL FASTENED
TO EACH RAFTER K-(2)"1'"1'SELF-0RIWNG
FASTENER SPACEG NOT MORETINN 4S'O.C.
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
If
6' SEE NOTES 3AND
4(PAGE 1)FOR
FLASHING MAXIMUM
SPACING
LA4
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL SIDE ELEVATION-VERTICAL ROOF TYPICAL FRAMING PLAN-VERTICAL ROOF OPTION
SCALE:1/8'=1' SCALE:1/8'=1'
1.1/2'18 GAUGE FURRING CHANNEL FASTENED TO EACH
RAFTER WITH(2)114'x 1'SELF-DRILLING FASTENER SPACED
NOT MORE THAN 48'O.C.
rS15125
ROOF PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL ROOF PANELS)
Not To Scale
BECHTOL ENGINEERING
AND TESTING,inc. J&B BUILDING SERVICES, INC.
CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS
Certificate of AuBadz6on No.5492 -71=11 PR AM Alk
FIELD: CHECKED: JP DATE: 03-07-16 P 0 3
DRAWN: RR APPROVED' TB SCALE NOTED EVA
FLORIDA APPROVED PRODUCTS LIST
FLORIDA BUILDING CODE FIFTH EDITION (2014)
Carports Anywhere, Inc.
PO Box 778
Starke, Florida 3209141
CLADDINGICOMPONENT MANUFACTURER MODEL NO. FPA NO. APPROVAL EXPIRATION MAX.PRESSURES
DATE DATE _ p
ROOF PANEL UNION CORRUGATING CO. 26 GA.MASTER RIB FL9555.2-R4 10/16/2015 ', 12/31/2020 -47.2 FRAME c@ 5 OC
ON OPEN 14 GA.FRAME
�58 i FRAME @ 4 OC,:
'WALL PANEL UNION CORRUGATING CO. 26 GA.MASTER RIB .' FL9555.2-R4 10116/2015 12/31/2020 __-47._2 FRAME @ 5'OC p
ON OPEN 14 GA.FRAME - - - -
-58.9 �FRAME @ 4'OC
WINDOW POCAHONTAS ALUMINUM CO. 100VS(30"x301) FL12940,2 R4 _ 01/07l2016 11l3012020: +351-35
_ _ - —
1
WINDOW MI WINDOWS AND DOORS 185SH(IMPACT RES) .I FL17499.3-R1 08/05/2016 , 10/17/2018 +55/-55
SWINGING DOOR(14"x14"Window) ELIXIR DOOR&METAL CO.-_ _ 402-14 FL17996.3 09/07/2015 09/14/2020 +40/-40
SWINGING DOOR(Blank-No Window) ELIXIR DOOR 8 METAL CO. 407 i, FL17996.5 09/O7l2015 09/14/2020' +401-45
ROLL-UP DOOR ASTA DOOR CORPORATION — 203 WINDLOCK ! FL8888.1-R4 05/31/2015 12/31/2018 +113.11-113.1 8 FT. WIDTH
j' +91.4/-91.4 9FT. WIDTH
+76.01-76.0 10 FT. WIDTH
'! +64.61-64.6 `11 FT. WIDTH i, +
i
+55.81-55.8 12 FT..-WIDTH— _ .. — —
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