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STRUCTURE
SETBACK 20'
N.T.S.
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SETBACK
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St LUCIE COUNTY
BUILDING DIVISION
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AIDAI S RE611D CE
2023 ST, LUCIE BLVD.
LOT 181 WHISPERING CREEK
FT, PIERCE, FL. 34946
SCALE: 1/4" = 10'
FRONT
SETBACK
22'
4"
8 8 (1) -*50
�I REBAR
TYPICAL THICKENED EDGE
MONO FOOTING
ROADWAY
N C3
NEW
4 CONCRETE
SLAB
DRIVEWAY
w/ P15ERMESH
1
91-011
8" x 81I
THICKEND EDGE
w/ (1) *5 ROD CONT.
6 ROADWAY EDGE
--------------J-------
TYP. —
VERT KNEE BRAG
ALL CORNERS
OUTSIDE COLS. Ot,
EXISTING
STRUCTURE
SETBACK -i'
N.T,S,
EXISTING ROOF
TO REMAIN
3" x 12" x .032" ALUM RISER PAN ROOF
N
TYP.
r_ 3 x 3
ALUMINUM
COL.
N
311 +/-T-8ll
TY'P. N
2 x 6 SELF MATING
ALUMINUM BEAM
311 +/-T,-811
7 N
311 81
EXISTING
RESIDENCE
8 OPENINGS
TO REMAIN
3i +/ TI 81
311 8
311 l 8
E
LY
IF
CONNECT BRACE POST / SMB
w/ 2" x 2 1/4" x 2" x .125" "C" CHANNEL
FITTED OVER SMB BRACE ENDS
SCREWED TO POST / SMB
w/ (4) 010 x 3/4" SMS 4 TO BRACE
w/ (8) *8 x 3/4" SMS EA END
( 4 EA SIDE OF BRACE TOTAL (16) )
SELF MATING ALUMINUM BEAM
24" EACH WAY
ALUMINUM
POST R
MIN 2" x 4" .050" SMB
FOR KNEE BRACE
0
0
e
VERT KNEE BRACE
NOT TO SCALE
FLASH EXISTING
NON -SUPPORTING
MOBILE HOME ROOF TO
NEW CARPORT ROOF
EXISTING
MOBILE HOME ROOF
I
ALUMINUM
PAN ROOF
ALUMINUM
POST / SMB
FLASHING EXISTING ROOF
TO CARPORT ROOF
NOT TO SCALE
SIDE NEW CONCRETE SLAB
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
3 x 3 x .125 ALUMINUM COL.
MIN 2 CONNECT POST TO CONC.
OFFSET w/ 2" x ro" x .125" ALUM CASTING
FROM /� w/ (6) 1/4" x 3" TAPCONS 4
EDGE / w/ (2) 4" x 3/5" S.S. THRU BOLTS
o O TO CONCEALED UPRIGHT LEGS
EXISTING CONCRETE SLAB
POST TO SLAB CONNECTION
NOT TO SCALE
GENERAL NOTES
CONSTRUCTION TO FOLLOW
2001 FLORIDA BUILDING CODE
4 ALL APPLICABLE AMENDMENTS
I. Contractor to verify all dimensions prior
to the commencement of construction.
2. Determine the existence of any
wiring, plumbing, piping, etc.
and allow for same during construction.
3. Do not scale drawings, if there are written
dimensions to take precedence. Dimensions
and construction details may vary due to
substitution, field conditions, construction
technique or other variables.
4. These drawings are not intended to cover
all conditions. Field decisions may need to
be made by Contractor. If this situation arises,
please contact Engineer of Record.
Contractor shall allow for minor adjustments.
5. The contractor shall verify actual
conditions prior to undertaking construction.
EXISTING ROOF
TO REMAIN
FRONT 4 REAR CONCRETE SLAB GRADE
N.T.B.
CONNECT 3" x 12" x .032"
ALUM RISER PAN ROOF
TO SMB w/ (3) *8 x 3/411
WASHER HEADED S.M.S.
w/ NEOPRENE GASKET
3 PER PAN EA. ENID
m BEARING
NOTCH 3 x 3
ALUMINUM COL. FOR
2 x 6 SELF MATING
ALUMINUM BEAM
ATTACH w/ (2) 3/8"
THRU BOLTS E WASHERS
SELF MATING SEAM / POST /
PAN ROOF CONNECTION
NOT TO SCALE
NEW ALUMINUM CARPORT PLAN
SCALE: 1/4" = 1'-011
St. Lucie County : Design Certification for Wind Load Compliance
Project Name: ADAMS ALUM. CARPORT ADDITION
Street Address: 2023 ST. LUCIE BLVD.
LOT 181 WHISPERING CREEK
FT. PIERCE, FL. 3494(o
Office Use Only
Permit Number
Occupancy Type
Construction Type
Certification Statement:
I certify that, to the best of my knowledge and belief, these plans and specifications have been
designed to comply with the applicable structural portion of the Building Codes currently adopted
and enforced by St. Lucie County. I also certify that structural elements depicted on these plans
provide adequate resistance to the wind loads and forces specified by current code provisions.
Design Parameters and Assumptions Used: (Please check or complete the appropriate box.)
I Florida Building Code 200-1 Edition with 2009 Supplements and ASCE "1 - 05 ENG, BOOK
2. Building Design Is: Enclosed: _ Partially Enclosed: _ Open Building: -<_
3. Mean Roof Height: < 30'_ Roof Pitch:_ < 2/12 _ internal Pressure Coefficient:N/A_
4. Width of End Zone: 6'_ Wind Speed:_140_ (3 sec. gust)
5. Wind Exposure Classification:-5_ Adjustment Factor for Exposure 4 Height:N/A_
6, Components 4 Cladding Wind Pressure on Roof Zone 1 +31/-34_ 2 +31/-34_ 3 +31/-34_ PSF
1. Components 4 Cladding Wind Pressure on Wall Zone 4N/A_ 5 N/A_ PSF
8, Components 4 Cladding wind Pressure on Overhead Garage Door N/A_ PSF
10. Shear Walls Considered for Structure? Yes ]<_ No _ (if No, attach explanation)
11. Continuous Load Path provided? Yes -<_ No _ (if No, attach explanation)
12. Are Component and Cladding Details Provided? Yes -<_ No (if No, attach explanation)
13. Minimum Soil Bearing Pressure: _ 2500 PSF_ Presumptive: _ 2500 PSF_ By Test: PSF
As witnessed by my seal, I hereby certify that the
information included with this certification is true
and correct, to the best of my knowledge and belier,
Name: STEVEN WOOD
Cert *: FL. PE *34398 =
Date: 1/13/200S
2023 ST. LUCIE BLVD.
LOT 181 WHISPERING CREEK
SLCCDV Form * 020-00 FT. PIERCE, FL. 3494ro
Revised 2/21/0"3 (CL) �
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C Copyright 2009
ROBERSON
DESIGN GROUP
All rights reserved.
REVISION DATE
JOB " 9118
DATE
DRAWN BY
SR
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