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OFFICE USE ONLY:
DATE FILED: 09/15/2016 PERMIT # 1605-0043
REVISION FEE: RECEIPT #
PLANNING & DEVELOPMENT SERVICES SCANNED
BUILDING & CODE REGULATION DMSION BY
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652 S- Lucie County
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/STT
ADDRESS: S1O Will Fee Road
0
3.
4.
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CRC1330712 ST. LW%COUNTY CERT. #:
BUSINESS NAME: mum ro uc s
QUALIFIERS NAME; So US wary Wi
ADDRESS: 44iiSSUU 1�1—
CITY: Port Pierce
PHONE (DAYTIME): 772-466-0913
OWNEI BUILDER INFORMATION:
J1A"iE: — ZIP: 11"v
FAX: 77
NAME: St. Lucie County
ADDRESS: ill Fee Road
CITY: STATE: FL ZIP:
PHONE: FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME: R.A. Dunlea, P.E.
ADDRESS: ervantes Place
CITY: The Villages STATE: FL ZIP: 32159
PHONE (DAYTIME): 772-285-6444 FAX: 452-750-6207
Revised 0722/2014
to
mL
r
l V-0" I
LEFT SIDE ELEVATION VIEW
(RIGHT SIDE SAME AS LEFT SIDE)
NOTE: THE RIGHT SIDE IS
AN EXACT MIRROR IMAGE
OF THE LEFT SIDE.
NOTE: THE BACKSIDE IS
THE SAME AS THE FRONT
SIDE EXCEPT THE BACK
SIDE IS 12" HIGHER.
10•-2"
NOTE: ALL EIGHT (8) COLUMNS
WILL BE EMBEDDED 20" DEEP IN
A 24" x 24' x 24" ISOLATED
FOOTER. THE COLUMNS WILL
HAVE TWO (2) #5 REBARS, 12"
LONG, THRU THEM AT ABOUT
5" AND 10" FROM THE BOTTOM
OF THE COLUMN. THE REBAR
WILL BE 90 DEGREES FROM
EACH OTHER.
SITE SPECIFIC DRAWING
CB7 2x9
CB7 2x9
CB1 2x9
C61 2x9
Cal 2x9
Cal 2x9
KB1 2x4H KB TYP.
C2 4x4x0.725
C2 4x4x0.125
C2 4x4x0.125
C2. 4x4x0.125
R7->
<-2x10 R1->
<-2x10 R7->
<-2x10 R7->
<-2x10 R7->
<-2x10
3" x 12" RHINO PAN ROOF
3" x 12" RHINO PAN ROOF
3' x 12' RHINO PAN ROOF
w/ 0.024"THICKNESS
w/ 0.024"THICKNESS
w/ 0.024"THICKNESS
M1 2x5
M1 2x5
M1 2x5
M1 2x5
M1 2x5
M7 2x5
3" x 12" RHINO PAN ROOF
3" x 12" RHINO PAN ROOF
3" x 12' RHINO PAN ROOF
w/ 0.024"THICKNESS
w/ 0.024"THICKNESS
w/ 0.024"THICKNESS
<-R2 Rla
<-2x10 Rla
<-23c10 R7->
<-2x10 Rla
<-2x10 Rla
<-2x10 R2->
<-2x9
2x9->
M7 2x5
M7 2x5
M7 2x5
M1 2x5
M1 2x5
M1 2x5
3" x 12" RHINO PAN ROOF
3" x 12" RHINO PAN ROOF
3" x 12" RHINO PAN ROOF
w/ 0.024"THICKNESS
w/ 0.024"THICKNESS
w/ 0.024"THICKNESS
Rla
<-2x10 R7->
<2x10 R7->
<-2x10 R1->
<-2x10 Rt->
<-2x10
Cl 4x4x0.125
KB1 2x4H KB ITYP.
N<
Cl. 4x4x0.125
Cl. 4x4x0.125
C1 4x4x0.125
CB7 2x9
CB7 2x9
CB1 2x9
C61 2x9
CB1 2x9
Cal 2x9
NOTE: THE 2 FOOT CUBE ISOLATED FOOTERS, THE
12" x 12" PERIMETER FOOTERS AND THE NOMINAL
4" SLAB WILL ALL BE MONOLITHICALLY POURED.
NOTE: THE CONCRETE SLAB AND FOOTERS SHALL
COVER AT LEAST 60'-5" BY 25'-6", PLUS THE EXTRA
AREA FOR THE ISOLATED FOOTERS
PLAN VIEW
NOTE: THE CHANNEL CONNECTION TO CONNECT THE
ROOF BEAM TO THE CARRIER BEAM IS SHOWN ON
SHEET 4.
FRONT ELEVATION VIEW
(FRONT SIDE SIMILAR TO BACK SIDE)
NOTE: THE PAN ROOF WILL BE SECURED TO THE
ROOF BEAMS, MID BEAMS AND THE CARRIER
BEAMS USING 1" LONG, #14 SMS, WITH A LEAK
RESISTANT WASHERS. THE SCREWS SHALL BE 6"
O.C. ON THE EDGES AND 6" O.C. IN THE FIELD.
125
AN ROOF CARPORT
DWG. # SFAP-2016-213, REV. 2
September 14, 2016
SHEET 2 OF 4
SITE DESIGN DRAWING
HEIGHT l l'-0", 150 MPH, EXP. 'B'
SOUTH FLORIDA ALUM. PROD.
4807 SOUTH US HIGHWAY 1
FORT PIERCE, FL 34982
OFFICE (772) 466-0913
FAX (772) 466-1074
LOCATION:
NAME:
ST. LUCIE COUNTY
ADDRESS:
3150 WILL FEE ROAD
CITY/STATE:
FORT PIERCE, FL 32982
COUNTY:
ST. LUCIE
REVISION CHANGES THE
i BRACING BACK TO THE
INAL DESIGN. ONLY SHEET 2
FECTED BY THIS REVISION.
ST. LUCIE C e BUILDING DIVIE
REVIEWED
FOR COMPLIAI
-D BY
MUST BE KEPT ON JQB OR
NO INSPECTION WILL BE MAI
17-\'i'1 I : Cc-1-1: Eel i fox-iq_1_v y
R. A DUNLEA, P.E.
1513 CERVANTES PLACE
THE VILLAGES, FLORIDA 32159
(772) 285-6444, (352) 750-6207
bobdunlea(ftenturVlink.net
FLORIDA P.E. Lic. No. 42835
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