HomeMy WebLinkAboutApproved Plan—
J.; DESIGN INFORMATION
* AS PER FBC 2014 WIND SPEED = 170 MPH
* PROPOSED USE & OCCUPANCY: GROUP R-3 - RESIDENTIAL
* IMPORTANCE FACTOR = 1
* WIND EXPOSURE = B
* APPLIED INTERNAL PRESSURE COEFFICIENT = N/A
* TYPE "VB" CONSTRUCTION
* THE EXISTING BUILDING HEIGHT IS APPROXIMATELY: 16 FEET
* AUTOMATIC FIRE SPRINKLERS ARE NOT PRESENT
* LEVEL 1 ALTERATION
SCOPE OF WORK IS REPAIR MINOR ROOF DAMAGE CAUSED BY FALLING
TREE LIMBS, DURING A RECENT STORM
GENERAL NOTES
1. ALL WORK TO BE DONE IN STRICT ACCORD WITH FBC 2014 - 170 MPH WIN
2. PRESERVE TO EXISTING OR BETTER CONDITION ALL AREAS NOT IN SCOPE OF
3. ALL AREAS OF NEW CONSTRUCTION TO BE PAINTED. COLORS AS SELECTED B
4. ALL WOOD IN CONTACT WITH CEMENT OR MASONRY SHALL BE PRESSURE TREATED
5. REMOVE EXIST INSUL IN AREA OF DAMAGE & REPLACE w/ NEW, TO MATCH,
0 6. REMOVE ALL DAMAGED DRYWALL. REPLACE w/ NEW. PATCH & FIN TO MATH
7. NO NEW PLUMBING WORK ANTICIPATED
ccnn 8. NO NEW MECHANICAL WORK ANTICIPATED
w 9. NO NEW ELECTRICAL WORK ANTICIPATED
0 10. REMOVE ALL EXIST WD FRAME ROOF MEMBERS, PLYWD SHEAT, & PLYED SO
w DAMAGED BY RECENT STORMS. PROVIDE NEW IN KIND TO MATCH EXIST. PATH
MATCH EXIST
11. REMOVE ALL ROOFING DAMAGED BY RECENT STORM. PROVIDE NEW IN KIND
EXIST. INSTALL AS PER MFGR SPEC.
EXIST DAMAGED 2 x 8 WD OUTLOOKERS TO
BE REMOVED & REPLACED, AS NEEDED, IN
KIND w/ "SIMPSON - LUS28" GALV HANGERS
W/ (6)10d GALV NAILS TO THE HEADER &
(4) 10d TO THE OUTLOOKER. PATCH & FIN PROVIDE NEW INSULATION, BETWEEN ROOF FRAME
TO MATCH EXIST MEMBERS, IN AREAS WHERE REMOVED DURING DEMO NEW FIN ROOFING TO MATCH EXIST. INSTALL
AS PER MFGR SPEC. PATCH & FIN TO MATCH
EXIST
NEW 1x2 P.T. WD NAILER w/ APPR'D MTL DRIP.
PATCH & FIN TO MATCH EXIST
NEW 1x10 WD FASCIA. PATCH & FIN TO MATCH
EXIST
EXIST DAMAGED 2 x 8 WD ROOF JOIST TO '" NEW 2 x 8 WD FRAME. PATCH & FIN MATCH EXIST
,BE REMOVED & REPLACED, AS NEEDED, IN
KIND. PATCH & FIN TO MATCH EXIST
NEW 3/8" EXT GLUE PLYWD SOFFIT wf "PPR'D MTL
VENT TO MATCH EXIST. PATCH & FINMATCH EXIST
WORK
OWNER
AS NEEDED
EXIST
FITS DAMAGED
& FIN TO
0 MATCH
Z
0
w
N m
N w
C=
j¢
>-
00 o
x ¢
CN
cn cn
w w
_
— .
=Lp/
c-i
PARTIAL FLOOR PLAN
1/2" =1'-0°
FIELD VERIFY ACTUAL WD JOIST LAYOUT DURING DEMO
AREA OF SCOPE OF WORK
ill L.
ID FASCIA TO MATCH EXIST
lt2"
NEW FIN ROOFING TO
MATCH EXIST
EXIST, STUCCO
PROVIDE NEW "SIMPSON - HGA10" GALV —
TIE TO BOTT CORD OF WD JOIST &
WD TOP PL. 0 24" O.C. w/ (4)1/4"0 x 3"
"TAPCONS" THRU WD PL INTO CONC BM
& (4)SDS 1/4"0 X 1-1/2" TO BOTT
CORD OF WD TRUSS. PATCH & FIN TO
MATCH EXIST
1'-11"
SECTION (m ROOF OVERHANG
1-1/2" = V-0-'
FIELD VERIFY ALL DIMENSIONS AND ACTUAL CONDITIONS IN FIELD DURING DEMO
ALL NEW HURRICANE TIES TO MATCH EXIST. V.I.F.
ROOF SHEATHING: PROVIDE Ed, GALVANIZED, RING SHANK NAILS AT 4" FROM CORNERS,
6"O.C. ALL EDGES & 6" O.C. IN FIELD, 2-3/8" LENGTH -
PROVIDE NEW 1/2" E)(T GLUE PLYWD ROOF SHEAT I N AREAS ON SCOPE OF WORK. PROVIDE
. 2x WD BLK'G ALONG SIDE OF ROOF FRAME AS NEEDED TO ANCHOR SHEAT -
EXIST CONC. & MASONRY STRUCTURE TO REMAIN
CONCEALED FASTENERS OR ATTAj
ARE THE RESPONSIBILITY OF
CONTRACTOR OF RECOR
-I'll LSE PLANS AND ALL PROPOiCTI
ED WOFK
ARE SUBJECT MANY CORKDNS
REQUIRED BY FIELD INSPECTRSTHAT
MAYBENECESSARYINORERTO
COMPLY. WITH; ALLAPPLICABLCODES
4 Ma-04[q
S T. LVCIk rnt),NTT RIJII DINO _I 11"SION
RFVIFIY'ED FOR I vti CE
DATE
PLANS AND PERMIT MUST AE PT ON JOr
OR NO LNSPECTION WILL BE M "DE,
DATE:
6 DEC 2016
REVISIONS
9 MAR 2017
w
U
z
w
r
W
Ri
c
a
w
E-
F9
E-
x
F
z
E--F
WW-I
a
a
a
I...I
W
I
w
N�y
d
z
r�
a
rx
'"
E-
E+
rn
cn
E
Q
U
v
a
z
O
z
cn
(�
a
o
Q
"o
J
o
z
G?
CD
w
a
vi
N
c
00,
'N
ckf
z
U
m
O
¢
Q
IV
E
U
0-
E
E
n
C�
m
0
0
O
0
a
o
m
N
d
n
N
JsN
K
N
SHEET No
LEFT SIDE ]ELEVATION
1/4" =1'-0"
FRONT ELEVATION Vv
A-1