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- 0/SZ,-;)
EXISTING COVERED PORCH
FEB 5 2018
PGT 770
"FL 251.4
+/- 60 PSF
DP=+/-41PSF
EXISTING 2-STORY HOUSE
PLAST PRO
�FL 17347.5
+/- 50 PSF
EXISTING UNCOVERED PORCH
GT 5500 SERIES
R= OA 16-0714.03
+60/-70 PSF
DP=+43.9/-58.7PSF
MASONITE a
FL 4904.6 `R
+/- 50.5 PSF v
JELD-WEN
FL 10974.1
+/-50 PSF
DP=+43.9/-58,7PSF
PROD. APP, FOR DOOR
EXISTING COVERED PORCH
NOTE - THE ELECTRICAL COMPONENTS AND
LAYOUT SHOWN ARE FOR REFERENCE ONLY
AND ARE NOT INCLUDED IN THIS DESIGN.
NEW 5V CRIMP ROOF
OVER EXISTING ROOF
_ STRUCTURE W/ k9X1 k'
WOOD SCREWS @ 12'
O.C. TYP.
d74FL 17022.1-R6
PGT 455 SERIES
qWNGA 16-0126,06
+/- 70 PSF
PARAMETERS FOR RND LOAD COMP
1. BUILDING CATEGORY II
2. FLORIDA BUILDING CODE RESIDENTIAL 2014
3. BUILDING DESIGN IS ENCLOSED
4. MEAN ROOF HEIGHT IS C15'
5. ROOF PITCH 4/12
6. INTERNAL PRESSURE COEFFICIENT +/- 0.18
7. WIDTH OF END ZONE A = 4.8'
8. WIND SPEED: (VuIQ 170 MPH 3-SECOND GUST
(Vasd) 132 MPH 3-SECOND GUST
9. WIND EXPOSURE CLASSIFICATION: C
10. COMPONENT & CLADDING WIND PRESSURE ON WALL,
DOOR = +38.6/-50.5 PSF
CONCEALED FASTENERS OR AnACWA:
(IDDP=+41.9/-45.6PSF Gp _ TNENESrONSIaLI" UP ImE
NEW ENCLOSED 1 ( AACTORIF RECORD
LAUNDRY ROOM 76'
F MASONIT
FL 4904,�A,'
+/- 50S PSF
NEW PARTITION W/
STUDS @ 16' O.C., TOP
PLATE, AND P.T. ROT.
PLATE
n
160,
P
a
UNFINISHED GARAGE
n
0
FLOOR PLAN
SCALE, 3/16'=1'
EX. WALL
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHGp A6'
WITH FSC ENERGY M WI
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
SECURE BOTTOM
PLATE TO EX, SLAB
W/ 1:'x2j' TAPCONS @
16' O.C. TYP.
FRAME INFILL
10 ➢E BEST OF WY NVOM F, iM
SMUM E HAS BEEN OEGBNEO N
ACCO DMM WIN WM INA OF
➢E Snl Eanal =4 AOWOA
WMG COOS.
THESE PLANS AND ALL PROPOSED
ARE SUBJECT TO ANY CORRECTIOI
REQUIRED BY FIELD INSPECTORS T
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE COI
INSTALL MIN. J' CDX
SHEATHING W/ 10d R.S.
NAILS @ 6' O.C. TYP.
BELOW
SCALES NTS
ST.. T ['CTV rj `70 up/yC n I"' FOR FOR CO,A
f.F6[c:�ci BY
CiPc 1NECTI.O_"i gl'Ix,L BE .{r.PT ON J0B
Oil DE.
Scott R::Snnders, P -..FL Reg. No, 64781
M
DATE, 9/5/17
SCALE, NTS
JOB NO,, N/A
DRAWN BY, SF
Beet No,
1 of 2
4- /-7 n�j, 0 ► ��
EXISTING COVERED PORCH
FEB 12018
2018
PGT 770
FL 251.4
+/- 60 PSF
DP=+/-41PSF
EXISTING 2-STORY HOUSE
PLAST PRO
FL 17347.5
+/- 50 PSF
EXISTING UNCOVERED PORCH
PGT 5500 SERIES
NOA 16-0714.03
+60/-70 PSF
DP=+43.9/-58.7PSF
MASONITE a
FL 4904.6 `0
+/- 50.5 PSF a
a
r+
JELD-WEN
FL 10974.1
+/-50 PSF
DP=+43.9/-58.7PSF
APP. FOR DOOR
EXISTING COVERED PORCH
NOTE - THE ELECTRICAL COMPONENTS AND
LAYOUT SHOWN ARE FOR REFERENCE ONLY
AND ARE NOT INCLUDED IN THIS DESIGN.
NEW 5V CRIMP ROOF
OVER EXISTING ROOF
STRUCTURE W/ #9Xl j'
WOOD SCREWS @ 12'
O.C. TYP.
FL 17022.1-R6
PGT 455 SERIES
NOA 16-0126.06
+/- 70 PSF
DP +419/-45.6PSF
L NEW ENCLOSED
a LAUNDRY ROOM
e MASONITE 76'
FL 4904.E
+/- 50'5 PSF
L
NEW PARTITION W/ /
STUDS @ 16' D.C., TOP J
a PLATE, AND P.T. BOT.
N PLATE
n
160'
m
v UNFINISHED GARAGE
a
a
FLOOR PLAN
SCALES 3/16'=1'
DESIGN PARAMETERS FOR WAND LOAD COMPLIANCE
1. BUILDING CATEGORY II
2. FLORIDA BUILDING CODE RESIDENTIAL 2014
3. BUILDING DESIGN IS ENCLOSED
4. MEAN ROOF HEIGHT IS <15'
5. ROOF PITCH 4/12
6. INTERNAL PRESSURE COEFFICIENT +/— 0.18
7. WIDTH OF END ZONE A = 4.8'
8. WIND SPEED: (Vult) 170 MPH 3—SECOND GUST
(Vasd) 132 MPH 3—SECOND GUST
9. WIND EXPOSURE CLASSIFICATION: C
10. COMPONENT & CLADDING IMND PRESSURE ON WALL:
DOOR = +38.6/-50.5 PSF
EX. WALL FRAMING
m
Cl)
02
C7
C7
a
tt
0
lz
d
0-
INSTALL DBL. SILL AND
���
CRIPPLES @ 16' O.C,
BELOW NEW WIN OW
co
SECURE BOTTOM
PLATE TO EX. SLAB
INSTALL MIN. }' CDX
SHEATHING W/ lad R.S.
N •r�i d'
^ CO
W/ 1'x2j' TAPCONS @
NAILS @ 6' O.C. TYP.
16' D.C. TYP.
FRAME INFIL L
BEL OW
°
SCALES NTS
Cd U
a�
a) o
ofi4
+j
i
i
DATEI 9/5/17
SCALEi NTS
JOB NO., N/A
A
DRAWN BY, SRS
Ta THE BEST OF W NNONDXE. 016
STRuc7m HAS So OESNNEO N Scott
ACCMDARCE NTH SECM 160E W
THE BTH DX➢ON W4 UN M
BWaNIG CWE
Sanders, PE - FL Reg. No. 64781
Sheet No.
l
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