HomeMy WebLinkAboutSTAIR- LANDING - DECK LAYOUT FOR MOBILE HOMEe *a ,y I
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THESE PLANS AND ALL PROPOSED WORI;
ARESUBJECT70AMYC0F%fCTI NRT
REQUIRED BY FIE! b INRI� �'" f - R
tI
MAY BE NECESFsARY fN GA€l1;il•-°. TO
COMPLY WITH All ARl'+: IGAUt" DODO.
TYP. 2 x 8 PT DECKING
(2) 3/8" w/ (2) DECK SCREWS PER JOIST
LAG SCREW
MIN. 2" EMBED
2x8PT 02 5YF
DECK JOIST
4 x 4 16" O.C.
PT P05T
LUSC28 or LUS28t
EACH BRG, OF JO
INSTALL PER MFG. S
ara�e
Q,ErA&
TYP. DECK/LANDING DETAIL
NTS
RECEIVED
MAY 14 "1'9
ST. LUCIe County, PRrmlCllll(7
TYP 2 x 4 TYP. RAILING w/ 2 x 2 PT PICKETS
PT TOP 4 STM RAIL MAX 4" BETWEEN OPENING
STAIRS ARE NOT 2 x 12 PT TREADS
CONNECTED TO - -
EXISTING RESIDENCE II 1 x 8 PT RISERS
2 x 8 PT DECKING. 111-
ELEv, +/- 28" ABv. GRADE
2 x 8 PT STRINGER
(2) 3/8" LAG SCREWS
MIN, 2" EMBED
NOTE:
TREADS - 11"
RISERS . 1"
2 RISERS + TREAD =
NOT LESS THAN 24"
NOT MORE THAN 2E,"
TYP 4x4—
PT POST
MIN, 24"
BELOW GRADE
(3)2x 8PT
STRINGERS
STAIRS / DECK / LANDING w/ TYP. WOOD RAILING
NTB
EXISTING RESIDENCE
t OPENINGS TO REM,41
EXISTING
EXISTINCs
DOOR / /
t0 REMAIN
TYP,
4 x 4
PT POST
r
Nl
r8'-oil
STAIR / LANDING / DECK LAYOUT
SCALE 1/4" - 1' O"
GENERAL NOTES
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC -
do D
/
ST. LUCIE COUNTY
BUILDING DIVISION
r
REVIEWED
FOR CO NCE
REVIEWED BY
DATE Q
PLANS AND P MIT
MUST BE K> P'r ON JOB OR
NO IN£7PECrNON WILL. BE MADE
CONSTRUCTION TO FOLLOW 2001 FLORIDA BUILDING CODE E ALL APPLICABLE AMENDMENTS
1. Contractor to verify all dimensions prior
to the commencement of construction.
2, Determine the existence of any
wiring, plumbfne, piping, etc,
and allow for same during construction.
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.
3, Do not scale drawings, if there are written 5. Certain assumptions have been made,
dimensions to take precedence. Dimenslons the contractor shall verify actual conditions
and construction details may vary due to prior to undertaking construction.
substitution, field conditions, construction
technique or other variables,
St. Lucie County : Design Certification for Wind Load Compliance
Project Name: --
WAUTERS RESIDENCE STAIR a DECK REPLACEMENT OFFICE USE ONLY
Street Address: 1201 W, JOY LANE PERMIT NUMBER
FT, PIERCE, FL. 34945 OCCUPANCY TYPE
ST, LUCIE COUNTY GONSTR'JGTiON TYPE
Certification Statement:
I certify that, to the best of my knowledge and bellef, 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 2001 Edition with 2009 Supplements and ASCE I - 05 ENG. BOOK
2, Building Design is: Enclosed: — Partially Enclosed: _ Open Building: ,C_
3. Mean Roof +-leight: _1/A_ Roof Pitch: N/A_ Internal Pressure Coefficlent:_N/A_
4. Width of End Zone: 51_ Wind Speed: _140_ (3 sec. gust)
5, Wind Exposure Classification: C_ Adjustment Factor for Exposure 4I-lelght:�l/A_
6. Components E Cladding Wind Pressure on Roof Zone I +31/-34_ 2 _+3-1/-34_ 3 +3'1/-34_ PSF
-1, Components 4 Cladding Wind Pressure on Wall Zone 4_N/A_ 5 iN/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)
i1. Continuous Load Path provided? Yes mac_ No _ (if No, attach explanation)
12. Are Component and Cladding Details Provided? Yes �X_ No (if No, attach explanation)
13. Minimum Soi{ 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
Cert ": FL, PE 034398
Date: 7/6/2010
SLCCDY Form 020-00
Revised 2/21/09 (CL)
SCANNED
BY
St. Lucie Countv
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® Copyright 2010
ROBERSON
DESIGN GROUP
)U1 rights reserved,
REVISION DATE
JOB " XI42
DATE : '1/&/10
DRAWN BY
SR
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