HomeMy WebLinkAboutBuilding Plans2-2x4
TOP PL
2X4 NO. 2KD 50. PINE @ 16" O.C.
EXCEPT AT CORNERS PLACE FIRST ONE AT 12" b,C,
2x4 P.T. WE). SOLE PLATE
v
%z' x 4" 0 CON DRIVE BOLTS BY
TAPCON @ 24" .WITH 3" x %4" WASHERS
n3
EXIST STUD WALL
%z' CDX PLYWD W/ 1-1/2" RING SHANK NAILS
AT 6" AT EDGE AND 8" IN FIELD
- NEW FRAME FOR NEW HATCHWAY DOOR
- NEW %" LIGHT TEXT STUCCO 2
ON 1 LAYER OF TY VEK ON RIB LATH
SPH-4 SIMPSON ANCHOR W/
10-10d x 1/2" INTO STUDS
NEW 4" x 6" HGT
CONC CURB W/ 1
CONT
EXIST UPPER DECK
NEW LIGHT WEIGHT FIBERA
TO SLOPE TO EDGE OF EXIS
SEAWALL
CONC
WA ER
N
5/8' x 12" LONG BAR
@24" O.C. 6" EMBED
FILLED W/ HIGH STRENGTH EPDXY GLUE
SECTION " EXIST EAWALL
CONC BLK
STUCCO
IST
SLAB FILLED W/ HIGH STRENGTH
EPDXY GLUE & 3" INTO PRECAST SLAB ABOVE
@ 4 CORNERS
SECTION " C "
y4"-1'
NEW ALUM RAILING TO MATCH EXIST
3000 PSI CONC
# 5 AT EA END AND MID
I' -0"
ao �_
a
#5 BAR AT EA
END AND MID
DOWELED INTO EXIST
WALL 6" AND 6"
INTO NEW STAIR
#5 CONT TO EDGE OF
SECTION " B "
Y4n-��_Qrr
0
THESTRUCTURAL
ACCORDANCE WITH THE 7 TH EDITION 2020 FLORIDA BUILDING CODE 2017
THE FOLLOWING SUPERIMPOSED LOADING HAVE BEEN UTILIZED.
ROOF
LIVE LOAD: 30 PSF
DEAD LOAD: 25 PSF
DONT USE 33% STRESS INCREASES FOR ROOF TRUSSES
WIND LOAD 170 MPH AS PER ASCE 7-10
RISK CATT.II
EXPOSURE " D "
CODES
FLORIDA BUILDING CODE 2020 RESIDENTIAL, LOCAL CODES AND GOVERNING
REGULATONS.
ACI 318-02
ACI 421.1-R92
A.I.S.C. NINTH EDITION
N.D.S.2001
ASCE 7-02
RAILING DATA
34" HGT RAILING ON TREADS 36" HGT ON LANDING
& BALCONY
RAILING ARE TO BE DESIGNED TO RESIST A
LOAD OF 200# APPLIED HORIZ. OR VERT.
PICKETS ARE TO BE SPACED TO RESIST AN OBJECT
W/ A MAX Rl OF 4" AS PER F.R.C. R312.1.3
ALL HANDRAILS SHALL COMPLY W/ F.R.B.R. R311.7
HANDRAILS SHALL NOT PROJECT MORE THAN 1y/2' FROM
THE WALL IF NEEDED
HANDRAIL GRIPS SHALL COMPLY W/ 5.F.B.R. R311.7.8.3
KEYNOTES
OEXIST DECK IS TO GET A NEW CONC POUR
TO RESLOPE BACK TOWARD EXIST SEA
WALL
O
\ B NEW 2 x 4 P.T. WOOD STUD WALL W/
STUDS AT 16" O.0 TO SIT ON A NEW 6"
HGT CONC CURB
OEXIST DOOR TO BE REMOVED AND NEW
INSTALLED APPROXIMATELY 2'-0" W & 3'-0"
HGT IN EXIST LOCATION
< REMOVE EXIST STEPS AND REPLACE W/
NEW
NEW 34" HGT. RAILING ON TREADS AND 36"
AT UPPER DECK
- - - - - -- -- - -- -E
ED
owl
21261
M
o
�
M
N
I`
00
o
N
FBI
N
N
a
W
oo
1
W
�
z
3
M
w
w
®owx
M
DO
Q
o�
o
�o
0
w
a
Gzi N W �
A a ��41 Gz
O