HomeMy WebLinkAboutFloor planEXIST ROOF, FASCIA AND WINDOW & DOORS
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WEST ELEVATION
%41=1'-0'1
NEW 4' WOOD TRIM
EXIST GUTTER
NEW 4' WOOD TRIM
NEW HARDI BD. PN V
COX PLYWD ON 1 LAYER TY-VEK
FACE NAILING
Nails = Wood Framiar
+ 6d (0113 in. shank x 0.267 In. lD x 2 in. long)
• Sft riall(0,09m.shankx(L221bi.duix21. hV
Scram - Steel %rmrtim
+ RNed Bugle -head or equivalent MV 8-18 x 1-518 In, long x
0.323 in. HD) Screws must penetrate 3 threads into metal frames.
Nails - Steed Framing
+ ET & F phi or equivalent(0.10 in, shank x 0.25 in. HD x 1-112 in, long)
Nails met perietrate minimum 114 in, No metal tram .
OSB minimum
+Sliding nail (0,09in, shank x0.221In, fIDx1-1t2In, loni"
qua
24
—_ t
°c EXIST GUTTER
Rpm_..._.._ 16
— Minimum overlap A � i
for Badi Face �- -
4-and Blond Naging ,
r
< �, f. tffia tt"Il
min,1 114 In , 1
t WBfm-{gSl5trtl9
5/8' COX PLYWD. W/ 6d NAILS @
6" O.C. AT ALL EDGES AND 1211 IN FIELD AS PER R.F.B.C. TABLE 703.3.(1)
FOR STL STUDS USE
RIBBED BUGLE HEAD
NO 8 -18 x 1-5/8" LONG
x 0.323 IN. HO
HARDI BD SIDING
ON 1 LAYER OF TY-VEK
HARDI BOARD WOOD
SIDING NOA #
FL 13192.2
INSTALLATIOW JOINTTREATMENT
One or more of the following joint treatment options
are required by ooda (as rettee<i2" AC
A. Joint Flashing (Jam Flardis recommemko
R Caulking' (Caulking is not recommerided
for ColorPkts for aesliatic ressons as the
Caulking and Cobftas will weather
differently. Far the same mason, figh
do rot caulk nali heads on
ColorPlus products.}
C. `H' jointer cow,
modwrwzkat
I
NEW 4' WOOD TRIM
NORTHELEVATION
Y4 II-11-011
GREATER THAN 16" O.C.
- EXIST 2 x 2 WOOD STUDS
ON HALF OF TRAILER AND I
THE OTHER SIDE
Y2" x 4" 0 CON DRIVE BOLTSBY
TAPCON @ 24" .WITH 3" x 77�4' WA:
EXIST FTG
TYPI A SECTION
SCALE 3/4"
NEW HARDI BD. PN 5/8'
COX PLYWD ON 1 LAYER TY-VEK
F
THE STRUCTURAL SYSTEM FOR THE BUILDING HAS BEEN DESIGNED IN
ACCORDANCE WITH THE 6 TH EDITION 2017 FLORIDA BUILDING CODE 2017
EXIST ROOF, FASCIA AND WINDOW & DOORS THE FOLLOWING SUPERIMPOSED LOADING HAVE BEEN UTILIZED.
ROOF �p
LIVE LOAD: 30 PSF o
DEAD LOAD: 25 PSF 0000'
DONT USE 33%" STRESS INCREASES FOR ROOF TRUSSES r
WIND LOAD 170 MPH AS PER ASCE 7-10
M N'
-- RISK CAT'T.II y�
EXPOSURE " C
CODES
FLORIDA BUILDING CODE 2017 RESIDENTIAL, LOCAL CODES AND GOVERNSNd
REGULATONS. O ,n
ACI318-02
ACI 421.1-R92
A.I.S.C. NINTH EDITION N
N.D.S. 2001 PLO
ASCE 7-0200
EAST ELEVATION NEW 4' WOOD TRIM `xr1
Y41=11-011 F+V
FRONT
o EXIST
o, WINDOW
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EXIST EXIST EXIST EXI5T00
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WINDOW DOOR WINDOW WINDOW
Z!
FLOOD VENT
—
U',
W
U'.
E-�
NOTE (AS PER R322.2.2 )
65T THE TOTAL FOOT PRINT ON THE GROUND IS 917 S.F.
WINDOW
i" / S.F. IS 917 SQ.IN. 1 VENT 16" x 8" = 200 5Q IN
917 SQ IN / 200 = 4.5 VENT BLOCKS WE ARE PROVIDING 5
FLOOD VENT THE VENT TO USE IS A SMART FLOOD VENT 1540-520 STAINLESS 5
EMST
WIND
FLOOD VENT
WINDOW
3011 x 30"
ACCES PNL
TO UNDER SIDE
WINDOW
.,u2' 0"
EXIST 11
WINDOW EXIST EXIST
WINDOW WINDOW
30" x 30"
ACCES PNL
I U UNUtR slut
FLOOR K
ld'v_1e a?va
FLOOD VENT