HomeMy WebLinkAboutPLOT PLANREQ'
MIN SE1BP
FROND I
GNR SIDES
NEAR
ZNG• ''
TECH'
FND PRM 2391
(0.1' NORTH)
FND FIRM 2391
(0.2' NORTH.
0.1' WEST)-
D - 0
Re,
- FENCE TIE
(1.1' SOUTH)
ZO o" [161.
G5
S88'56' 44"W
13n 37'
PROPOSED
18' DRIVE
N
10.0'
PROPOSED
CAR BARN
PROPOSED
MINIMUM FFE=101,50
o
-
6.0'
43.3'
to
I�
PROPOSED
WALK
COVERED I
7'-BALCONY t
9
- LOT 3-
PARCEL 2
FND IRC
IF -
EXISTING
SEPTIC
SYSTEM
20.0'
C° S
04.3' ED
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MIN,SETBACK
FRONT
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CNR SIDE
Certification for Design Load Compliance
1. DESIGN CODE: Florida QBbI FvVrf�100 2017 Edition w/20,_- supplements using ASCE 7-10
2. Structure Design is: ^ Enclosed _ Partially Enclosed >C Open Building
3. Risk Category: _I 11 _ III _IV Exposure Category: ' B „_,C _D Adjustment coefficient _
4. Design Wind Velocity �,S mph ASD _LRFD End Zone Width
5. Mean Roof Height: Ze ft. Roof Pitch: 04:12 Parapet,_,__R.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3af 'MRH (worst case)
Zone 1:- �Irt Zone 2: NSA- Zone 3; Zone 4:Z'.rL-Ozone 5: 14',�Garage: a
7. Design Loads: Floor: ty& PSF Roof/Desd:ty& PSF Roof/LiveN /A PSF Balcony: ,: �PSF
Dock: eA`PSF Deck: � PSF Stairs:N� PSF Fenoe: Q PSF Railing: �'�'- PSF
B. Were Shear Walls Considered for Structure? 6Yes-Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? 'f- Yes _Not applicable Explain Why Not:
10. Soil boring Test required _ Yes _ENo (based upon section 1e03.2 exception)
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR @2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2. CONCRETE TO BE 3000 P.S.I. MIN, FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2500 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3'
BEAMS 1.112,
COLUMNS 1-12'
5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY.
5. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION
7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
B. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE B' MINIMUM BEARING, SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
9. FOR METHOD OF ATTACHEMENT OF DOORS a WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM 811 A CANNED
Z-MAX COATING OR BETTER. 0711�JIFUVNED
BY
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ST. LITCTT r 0I1NTN RI Dn IVISION
REVIFNN ED FOR C ,PL CE
R�VIEWF�D,BY
DATE NIb((
PLANS AND PERMIT ST BE KEPT ON JOG
OR NO INSPECTION WILL BE MADE.
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WA I I
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
L.hW;QMP6 1 Ll
o 0I t �s A" 11AG'n r{i5
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
rchit¢ctonic Inc
6 DELAWARE AVENUE
)RT PIERCE, FLORIDA 34950
772 460 7751
772 460 4244
REG # AA26003348
2017
TATAROWICZ
RETAINING WALL
ST. LUCIE COUNTY, FLORIDA
TANTS
�\GNPEL J SFA/
�9i- ;hill
MICHAEL J. SEAL, AIA
AR96898
DATE
PLAN
SHEET TITLE / SHEET NUMBER
of
I P♦IOJECT NUMBER K lip 3j