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COPY OF BOUNDARY SURVEY
OSCAR M. BERMUDEZ. P.E. Date: SCALE 1"=30'
Reg. Florida No. 55141
Digitally signed by CHARLES DENARDO Date: o3jo2i2ozz
B&B Consulting Engineers
Oscar Bermudez 10751 S.00EAN DR. B-6
^je 2237 Woods Edge Circle
'eo�„ems ,Date:2O22.O4.O7 Orlando Florida 32817 JENSON BEACH, Florida 34957. oa/oe/zozz
_ - 16:2oss-O4'OO' 1772)�-2293 tom)�-� 2 OF 5
_. PROPOSED STEPS
N
EXISTING DOOR
TO REMAIN
10 EXISTING 4"x4" POST
TO BE REMOVED
ao 3' Q+
CQ
CO
e.
Q
EXISTING STEPS AND
LANDING TO BE d
7'-8" 3,—$, $,_$ REMOVED 32'-7" 7'-5" M
ko
59'-1 1"
S 000 05' 56"E 59.96' P/L
EXISTING CONDITIONS
SCALE 1"=10'
OSCAR M. BERMUDEZ; P.E. Date:
:Reg. Florida No. 55141
�. Digitally signed by CHARLES DENARDO Date: os/oz/zozz
B&B Consulting Engineers
Oscar Bermudez 10751 S:OCEAN DR. B-6
e" 2237 Woods Edge Circle 04/06/2022
o" EF Date:2022.04.07 Orlando Florida 32817 JENSON BEACH, Florida 34957
- _ 16:21:27-04'00' (772)8213-22e3 Cn2)Toe--nas
PROPOSED STEPS 3 OF 5
N
EXISTING DOOR
- \---•-- TO-REMAIN
a' 8'-9' 3' NEW P.T. 4"x4"
POST W/PVC SLEEVE.
6 STEPS SEE S-5 %"x6" COMPOSITE DECKING FASTENED TO -- -- - -- - -- ----- - --
i>C FOR STEP DETAIL STRINGERS W/ TWO #10x 3'2" SS DECK
Q S-5 SCREWS @ EA. SUPPORT. DECKING TO
Q A HAVE 1/2" SPACING
li CO 44'-11" Q
t 7'-8" 3'-8" 8'-8" 32'-7" 7'-5"
� P.T. 2"x6" STRINGERS@16" 160
bj C/C. (MAX) FASTENED TO °
4"x4" POST (TYP.) pp
i.
59'-11"
S 000 05' 56"E 59.96' P/L
DESIGN WINDIAAD INFORMATION
CODE: FBCR 2020 7th EDITION
ASCE'7-16
Wind Speed: 175 MPH, 3 Second
Gust
Importance
oor °Factor: 1.0 PROPOSED PLAN
Internal Preasure Coeff.:0.00
Height:6ft. Mean SCALE,1"=10'
THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE
OSCAR M. BERMUDEZ, P.E. Date: 7th EDITION 2020 FLORIDA BUILDING CODE. BEST MANAGEMENT PRACTICES: FLOATING TURBIDITY CURTAIN EXTENDING WITHIN 1' OF
Reg. Florida No. 55141 BOTTOM TO BE INSTALLED DURING PILING INSTALLATION.
�. Digitally signed by CHARLES DENARDO Date:
B&B Consulting Engineers 03/02/2022
Oscar Bermudez 10751 S.00EAN DR. B-6 ^°�
2237 Woods Edge Circle
o, 04/06/2022
Date:2022.04.07 Orlando Florida 32817 JENSON •BEACH, Florida .34957
16:21:58-04'00' cn21 828-2283 (772)708-nas 4 OF 5
-•- PROPOSED STEPS
(2) 3" #9 SCREWS 8 -8
(2)
BOT (1) TOP
PVC 2"X 2" 4'-8"
BALUSTER
TREADS AND RISERS %"x6" COMPOSITE DECKING
10" MIN ° ° FASTENED TO STRINGERS W/ TWO
7 3/4" MAX #10x 3Y2' SS DECK SCREWS ® EA.
1"x6" P.T. #1 SUPPOR . DECKING TO HAVE 1/2"
- _ - - WOOD BOARDS- - _ - -o= - - - -- —- -- ------ - -- -- — - -- --- -
0
3/4" SS LAG BOLTS
o NEW P.T. 4%4" POST
W/PVC SLEEVE
1/4" .GALV. STEEL ANGLE WITH
2X12 STRINGER 3/8" LAG BOLTS TO 4"X4" 1./2'
S.S. WEDGE ANCHOR 2" EMBED.
EXISTING CONCRETE SLAB
SECTION A—A
STEP DETAIL (TYP.)
NTS
THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE
OSCAR M. BERMUDEZ, P.E. Date: 7th EDITION 2020 FLORIDA BUILDING CODE. BEST MANAGEMENT PRACTICES: FLOATING TURBIDITY CURTAIN EXTENDING WITHIN 1' OF
Reg. Florida No. 55141 BOTTOM TO BE INSTALLED DURING PILING INSTALLATION.
Digitally signed by CHARLES DENARDO ate: m3
OkEdg"-.,.Oscar Bermudez B&B Consulting Engineers 03/02/2022
e 10751 S.00EAN DR. B-6 °� A
2237 Woods Circle 04/06/2022
a.,• Date:2022.04.07 Orlando Florida 32817 JENSON BEACH, Florida 34957
16:22:27-04'00' (772)eze'�8' (T")708-7785 5 OF 5
.-.- PROPOSED STEPS