HomeMy WebLinkAboutWalkway LayoutTYP. 3' TALL FENCE SECTION
(3) 2 x 2 PT STRINGERS 4
1 x 6 P.T. FENCE PICKETS
MAX 4" BETWEEN OPENINGS
TYP
4 x 4
PT POST
TYP, SIMPSON STRONG TIE
ABU 44 POST ANCHOR
(1) 1/2" x ro" LAG SCREW THRU
2 x 12 DECKING
4 CEDAR BEAM-`
5IMP50N STRONG TIE HETA 16
STRAP FOR CONNECTION FROM
Tk�E GONG. PAD TO THE BEAM
w/ (2) 4" TAPCONS iN PAD -�
(2) 114" 7APCONS IN BLOCK
(2) 16D NAILS IN BEAM
STRAPS AS SHOWN IN
OUTSIDE BEAMS ONLY
TOTAL OF (4) EACH OUTSIDE BEAM
TYP
4x4
3' TALL FENCE PT POST
5' x 3' GATE
SEE WALKWAY PROFILE FOR ADDITIONAL DETAILS
TYF. DECORATIVE FENCE DETAIL
NTS
EXISTING
GARAGE BLDG TYP. 2 x 12 PT PLANKING
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TYP. (1) CBS 8 x 16 BLOCK
FILLED w/ CONCRETE ON
12" x 18" x 18" CONC. PAD
TYP. 8 x 8 CEDAR BEAM
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TYP, 3 1/2 x 3 1/2 x 1/4"
IRON ANGLE w/ (2)
3 1/2" LAG SCREWS
IN CEDAR BEAM 4 (2)
CONCRETE SCREWS IN
EXISTING CONC. FOOTING
REMODELING, ADDITION, ALTERATION, AND GENERAL NOTES
CONSTRUCTION TO FOLLOW 200-7 FLORIDA
BUILDING CODE 4 ALL APPLICABLE AMENDMENTS
I.
CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR
9. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS
TO THE COMMENCEMENT OF CONSTRUCTION.
DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED.
2,
DO NOT SCALE DRAWINGS, IF THERE ARE WRITTEN
10. UNLESS OTHERWISE NOTED, SIMP50N STRONG TIE SHALL BE
DIMENSIONS TO TAKE PRECEDENCE. DIMENSIONS
THE MANUFACTURER OF ALL FRAMING CONNECTORS. THE
AND CONSTRUCTION DETAILS MAY VARY DUE TO
INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO
SUBSTITUTION, FIELD CONDITIONS, CONSTRUCTION
THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE.
TECHNIQUE OR OTHER VARIABLES.
USE GALVANIZED SCREWS FOR CONNECTIONS
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.
CERTAIN ASSUMPTIONS HAVE BEEN MADE USING THE BEST
JUDGEMENT AND EXPERIENCE OF THE DESIGN TEAM.
NOTICE:
THE CONTRACTOR SHALL VERIFY ACTUAL CONDITIONS
PRIOR TO UNDERTAKING CONSTRUCTION.
It is important that the Client and Contractor examine the drawings
6.
DETERMINE THE EXISTENCE OF ANY UNDERGROUND
and documentation in detail. It shall be the final responsibility of
TANKS, DRAIN FIELDS, WIRING, PLUMBING, PIPING, ETC.
the Contractor to review and double check the plans for accuracy
AND ALLOW FOR SAME DURING CONSTRUCTION.
and compliance with regulatory agencies. It is customary and ordinary
1.
VERIFY ADEQUACY OF EXISTING ELECTRICAL SERVICE
not to include details well within the knowledge of licensed Contractor.
AND WIRING CAPACITY, UPGRADE AND SUB -PANEL AS
If necessary, further clarification of these plans should be achieved
REQUIRED. RELOCATE ANY TV, PHONE CABLE,
before signing the construction contract and obtaining a building permit
ETC. AS MAY BE REQUIRED. ( IF APPLICABLE)
otherwise the Contractor assumes responsibility for the construction in
S.
ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN
question. Methods of construction shall be determined bg the Contractor.
CONTACT W1 CONCRETE AND/OR MASONRY SHALL BE
PRESSURE TREATED OR COATED FOR PROTECTION.
°• RELOCATION OF ANY UTILITIES ARE NOT NOTED ON THESE PLANS
1 EXISTING CONCRETE
J CARPORT BLDG
------ F.F.E--------
WOODEN WALKWAY
F ROPILE
TYP. (1) CBS 8 x 16 BLOCK
FILLED w/ CONCRETE ON
12" x 15' x 18' CONC. PAD
TYP. PT 2 x 4 SEPARATORS
* 3' O.C. BETWEEN EACH
CEDAR BEAM - MOUNTED TO BEAM
w/ SIMPSON STRONG -TIE LUS - 24Z
w/ (4) 010 3 1/2" DECK SCREWS
PER BRACKET
TYP. (1) 8 x S
CEDAR BEAM CONT.
TYP, (4) DECKING SCREWS
IN OUTSIDE CEDAR BEAMS
4 (2) SCREWS IN
INTERIOR CEDAR BEAMS
TYP. 2 x 12 PT PLANKING
SEE TYP. WALKWAY PROFILE
FOR PAD/BLOCK/BEAM CONNECTION
SEE TYP. DECORATIVE FENCE DETAIL
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XISTING GARAGE BLD
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3' TALL FENCE
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EXISTING CONCRETE/
CARPORT BLDG /
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WOODEN WALKWAY LAYOUT
"AS BUiLT"
v
ST, UCIE
BUILDING
NJ INSFFEC;/ON ILL UE MAUE
St. Lucie County : Design Certification for Wind Load Compliance
Project Name: PAWLUS RESIDENCE - "AS BUILT" WALKWAY Office Use Onl
Street Address: 2023 ST. LUCIE BLVD, - LOT 313 Permit Number
FT, PIERCE, FL 34946 Occupancy Type
Construction Type
Certification Statement:
I certify that, to the best of my knowledge and belief, these plans and specifications hive 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 2001 Edition with 200E Supplements and ASCE 1 - 05 ENG. BOOK
2. Building Design is: Enclosed: _ Partially Enclosed: — Open Building: X
3, Mean Roof Height: N/A Roof Pitch: N/A Internal Pressure Coefficient: N/A
4. Width of End Zone: 3' Wind Speed: 140 (3 sec. gust)
5. Wind Exposure Classification: B Adjustment Factor for Exposure 4 Height: N/A
6. Components 4 Cladding Wind Pressure on Roof Zone 1 +35 -35 2 +35 -35 3 +35 -35 PSF
1. Components 4 Cladding Wind Pressure on Wall Zone 4 N/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 X No _ (if No, attach explanation)
11. Continuous Load Path provided? Yes X No _ (if No, attach explanation)
12. Are Component and Cladding Details Provided? Yes X No (if No, attach explanation)
13. Minimum Soil Bearing Pressure: 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 belief.
Name: STEVEN WOOD
Cart *: FL. PE "34398
Date- 3/11/2009
SLCCDV Form " 020-00
Revised 2/21/0S (CL) /1 7 n9
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C Copyright 2009
ROBERSON
DESIGN GROUP
All rights reserved.
REVISION DATE
11/3/OS
JOB " 9153
DATE : 1/11/09
DRAWN BY
SR
SHEET
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