HomeMy WebLinkAboutREVISION 1-4-18O �CE USE ONLY: (�
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Carlton Adams Rd
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PERBY MIT # 1807-0593
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300VIRGINIAAVENUELRECEIVED
FORT PIERCE, FL 34982-5652
.(772)462-1553 4 2019APPLICATION FOR BUILDING PERMIT REVI - .-_- ._PROJECT INFORMATIONnty; Perrnitting -
DESCRIPTION OF PROJECT
3 WILL BE INSTALLED WITH GROUND ANCHORING - WILL NOT BE INSTALLED ON CONCRETE -
PLEASE REMOVE CONCRETE FROM PERMIT - SEE PAGE 3 OF REVISED ENGINEERING
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TRACTOR INFORMATION:
STA .7E of FL REG./CERT. #: CBC1251995 ST. LUCIE CO CERT. #:
BUS SS NAME: CARPORTS ANYWHERE
QUAIFIERS NAME: ,IAMEs PLAYER
ADD 'I SS: Po Box ns
CITY:I' STARKE STATE: FL ZIP: 32091
(DA)rll lf): 3524681116
NAME: I
ADDRE S:
CITY: I
PHONE AYTIME:
�MIXil ;
CITY: E
PHONE
INFORMATION:
FAX: 3524681113
STATE: ZIP:
FAX:
INFORMATION:
ENGINEERING
605 W. NEW YORK AVE
yTINIE): 3867348444
STATE: FL ZIP: 32091'
FAX: 3867348541
SLCCC.• 9/2 �09 Aft
Revised 06/36,117
U �11
FRONT WALL POST/RAFTER FRAMING PLAN
26 GA. GALVANIZED METAL ROOF PANELS FASTENED
TO PURLINS ACCORDING TO MANUFACTURER'S
INSTALLATION INSTRUCTIONS
26 GA. GALVANIZED METAL WALL PANELS FASTENED
TO POSTS ACCORDING TO MANUFACTURER'S
INSTALLATION INSTRUCTIONS
12
24' 16 GA U-CHANNEL BRACE
FASTENED TO RAFTER WITH
(2) #12-14 x 3/4' SDFs AT
EACH END (4 PER BRACE)
(Typical, See Note 6, Sheet 1 of 3)
TYPICAL INTERIOR POST/RAFTER FRAME SECTION
SCALE: 11/8' =1' SCALE: 1/8' = T
SCALE: 1/8' = V
SCALE: 1/8' = T
V 16 GAUGE FURRING CHANNEL FASTENED TO EACH
RAFTER WITH (2) 912-14 x 3/4' SELF -DRILLING FASTENER SPACED
NOT MORE THAN 48' O.C.
26 GA. METAL ROOF PANEL
L--TS RAFTER
ROOF PANEL ATTACHMENT
Not To Scale
SCALE: 1/8' = T
BECHTOL ENGINEE *100 �1NG'..
605 WEST NEW YORK AVEAW
DELAND, FLORIDA 32720-.
Certificate of A on 38538
Ply
Thomas chtol, P.E.
Florid icense N O ' STATE OFfX
q�_V
(/
PROPOSED UTILITY STRUCTURE - BLDG. #1
16101 CARLTON ADAMS ROAD
FORT PIERCE, FLORIDA
— Revised °"1e 12/18/18
BECHTOL ENGINEERINGm3r� NM RR ""1e NITS
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C.Sbad Ift01300 m � TB SHEET 2 OF 3
DRILL 5/8' HOLE THROUGH THE 2' WASHERS
TS BOX EAVE RAFTER
MINIMUM 6' LONG TS NIPPLE
BASE RAIL AND SECURE TO
NIPPLETOt6'
SECURE WITH (4) #12-14x 3W
ANCHOR EYE WITH 112' DIAMETER TS CONTINUOUS
RAFTER —
SELF -DRILLING FASTENERS
THROUGH -BOLT BASE RAIL
MINIMUM 6' LONG TS NIPPLE
48' 16 GA U-CHANNEL BRACE
SECURE WITH (4) #12-14x 314'
TOP OF ASPHALT PAVEMENT
BRACE ANGLE SHALL BE MIN.45'
SELF -DRILLING FASTENERS
NIPPLETO ins' TS RAFTER POST (CORNER)
OR STABLE GROUND SURFACE
TO MAX. 60° FROM HORIZONTAL
BASE RAIL
1-1/2' x 1-1/2' x 2' 16 GA CLIP
ANGLE, SECURE TO RAFTER
POST AND BASE RAIL
TS RAFTER POST
i , i WITH (4) #12-14 x 314' SDFs
NIPPLETO 3176' i
EYE ANCHOR
BASE RAIL TS CONTINUOUS BASE RAIL
5/8' ROD 48' LONG
MINIMUM 6' LONG TS NIPPLE
WITH 6' HELIX
SECURE RAFTER AND POST
_—_
TO -NIPPLE WITH (4) #12-14x 3/4'
SELF -DRILLING FASTENERS
TS CONTINUOUS BASE RAIL
TS RAFTER POST
BOX EAVE RAFTER/CORNER POST
RAFTER POST/
GROUND BASE RAIL ANCHORAGE
CONNECTION DETAIL
BASE RAIL CONNECTION DETAIL
AEND POST/BASE RAIL CONNECTION DETAIL
I
`T
` G f Not To Scale
Not To Scale
`
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Not To Scale
TRUSSED RAFTER CHORD,
OR ON -STRUCTURAL HEADER
TS POST
(12 GA FOR ROLL -UP DOOR FRAME)
NIPPLE TO 3/16'
DBL HEADER
TS RAFTER
2' x T x 2' 16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
TS END POST OR DOORI
HEADER, OR BOTTOM OF WINDOW
MINIMUM 6' LONG TS NIPPLE
NI
WINDOW FRAME POST GA ANGLE CLIP
RAIL/GIRT WITH #12-14x3/4' SDFs
�u
SECURE EACH WITH #1LE 314'
SECURE T
TS NON-STRUCTURAL HEADER SECURE TO POST (EACH SIDE) AND
RAFTER CHORWRAIL WITH (4) #12-14x 314'
o
SELF -DRILLING FASTENERS
(12 GA FOR ROLL -UP DOOR FRAME), SDF's, (2) ON BOTTOM AND (2) ON SIDE
BASE RAIL, OR WINDOW RAIL
2'x2'x2' 16 GA ANGLE CLIP
NOTE: AT ROLL -UP DOOR OPENINGS,
TS NON-STRUCTURAL HEADER
SECURE TO POST AND
POST SHOULD BE FLUSH WITH RAIL
(12 GA FOR ROLL -UP DOOR FRAME)
RAFTER WITH #12-14 x 314'
END. CLIP POST TO RAIL ONLY ON
SDF's, (2) ON TOP AND
i c I i c I
SIDE OPPOSITE THE OPENING.
(2) ON SIDE
L J L J 12 GA TS POST
OR
TS END POST 2'x V 16 GA PLATE
TS WINDOW RAIL (OR GIRT
SECURE TO EACH SIDE OF
FOR VERTICAL SIDING OPTION)
POSTIRAFTER CONNECTION
WITH (4) #12-14 x 314• SDFs,
(2) ON POST, (2) ON RAFTER
POST TO NON-STRUCTURAL HEADER, BASE
NON-STRUCTURAL HEADER OR WINDOW
DBL HEADER/POST CONNECTION DETAIL
$
RAIL, OR WINDOW RAIL CONNECTION DETAIL
RAIL TO POST CONNECTION DETAIL
END POST/RAFTER CONNECTION DETAIL
Not To Scale
5
6
Not To Scale
7
� J Not To Scale
Not To Scale
\ RHB
NIMUM 6' LONG TS NIPPLE
TS RAFTER POST
CURE EACHWITH(4)#12-14x314'
. O i
BECHTOL ENGINEERIN 7is G, IN
'.
F-DRILLING FASTENERS
605 WEST NEW YORK AVENUES /`
DELAND, FLORIDA 32720 NO 38538
+
' 'on ••
Certificate of Autho No.
*
MINIMUM 6' LONG TS NIPPLE
12 GA TS POST
—
tB' SECURE WITH (4) #12-14x 3/4'
fSE'
r, SELF -DRILLING FASTENERS
(C/
o
TS CONTINUOUS BASE RAIL
E3F
Thomas Bec tol, P.E.
Florida LicenSTATE OF :
12 GA DBL TS HEADER
o l
2-114' FOR 16 GAUGE U-CHANNEL BRACE
12GAFRAMING FASTENED TO THE POST AND
_ _ _
3/16' NIPPLETO
2-1/2' FOR RAFTER, WITH (2) #12-14 x 3W
BASE RAIL
3116' NIPPLE TO
14 GA FRAMING SELF -DRILLING SCREWS AT
BASE RAIL
EACH END (4 PER BRACE)
PROPOSED UTILITY STRUCTURE - BLDG. #1
BRACE SECTION
Not To Scale
16101 CARLTON ADAMS ROAD
RAFTER POST/DBL HEADER
RAFTER POST/BASE
CTNECTION DETAIL
RAIL CONNECTION DETAIL
FORT PIERCE, FLORIDA
`m° Revised
01� 12/18/18
9
NoScale
10
Not To Scale
BECHTOL ENGINEERING
a NM RR
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AND TESTING, Inc.
MKIB
1OLa G18002
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SHEET 3 OF 3
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