HomeMy WebLinkAboutFLOOR PLANF,� x i 15�t i n cj Stru ctu re�
1' 4
�xistinq 2X6
O.C.
3-O
Is
�xistin� Floor
INS
kafters sp,@ 2'
PAf
Wash I I brq
0
Pwr,
MI.
0
0 ` —2"
12'
ModifN exlstlnci deck to current
12emove em5tinq
garage door and J
replace with window
Pr-ops(!�cd Floor
scale 1/ 4 " - I'
SCAN
BY
FILE CO
MCFALED FASTENERS OR ATTACHMI
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
!$ou-6nr,
ST. Lt C"b C0L.1T%, xt'Zr n-N--
REVIEWED FOR COINiPL
REVYEWEDBY
JOWD
General Notes
c�
111
_
0
--
�v
No. i Revision/Issue i Date
Firm Name and Address
frea5ure Coa5t Homes
P,0' f OK 100331
Palm I aq F1, �2910
Phone 321 508-3909
Project Name and Address
L iv, area
Patio area
Garage area
Project Sheet
Date 11106117 5H
Scale 1/4 11 _ 1 of 3
r_.
"' 1 / 2" CbX header
ith 167 5p, @ 12''
5ggered both sides
Strap ea. Stud to header
u5inq 1 5f 20 W/ IOd
na115 half on header
%Pe studs ea. side
(4-6 stud
5PH4-6 stud straps ea,5tud
2X4-6 bottom plate to concrete
/ 2" X -7" wedge anchors 5p, @ 24"
lax,
II Add 11
�Y, ri c-A rin cl O r gnin cl n Pot,il
Scale. 3/all=I1
1��ck 1��i1 ina 1��t�il
Opening
Header
No. jack5
& studs
0' -4' 2) 2X6oi-4
1) J 1) 5
4'-I'-6'
2) 2X8
DJ 2)5
2) 2XI O
2) J 2) 5
2) 2XI2
2) J 3) 5
For opening5 over 8'
fasten studs to
concrete u5inq HPA
hardware ea. 51de
4 " sphere must not pa55 thraugh
;re must not pa55 tkm*
/ B" thru bolts @ every
Bader connection.
Scale 3/ a" <I'
1
Handrails FPCp 311,1,6
I, All 5tairwai,5 havinq 4 or more risers must be equiped with handrails, Handrail height i5 mea5ured vertically from
the leading edge of the thread FpC 31requlre5 5411 minimum and 38" maximum height.
Guardrails shall be 36" minimum and 38" maximum.
2. Openings in railing5 shall be de5lgned 5o that a 4" 5phere cannot pa55 through
landings `f Cp 311,1,6
12F;516N PFI�55Up�5
5xterior Window and floor Openinq Schedule
Ultimate wind5peed 160 MPH
Nominal wind5peed 12,h MFH
�xp,C
Opening Zone ne5lgn pre55ure
WI 121 3 5H 1 4 + 36,8 -39,9
Aluminum framed Single luncl winds
fa5teficj to Stu
with 2' I # 14 wood screws thru w ndovv frar
per schedule min. 1- 1/ 2'' e beddmer
into wood
Po51gn pressures are based on nominal wind5peed
Importance factor - 1,0
Interior Fre55ure Coefficient -+ or - 0,18
Components/Claddinq pre55ure-+30,6-52.4 p5f
I2e51gn complies with 2011 r13C, 6th edition
rl,Ilnio cki,A. o� ciA.
VV I[IVUVV JIII
Window Buck
5cale none
L-�ft �I�v�tion
5cale, 1/4"=1'
Scale; 1/411-1'
General Notes
No. I Revision/Issue I Date
Firm Name and Address
frea5ure Coa5t Home5 INC.
P,OI 13OK I0031
Palm bay{ FI, 32910
Ph. --�21 508-3909
Project Name and Address
Project Sheet
Date 51h.
Scale of
P` V
�xl5tinq roof
exi5tinq
2X4 sub
fascia
Aluminum/ Vinyl framed window
32"Wide 53"Nigh
Pre wrap window openinq
and caulk prior to wrappinq
wall with Tyvek
1/ 8" stucco over felt backed wire
lath over Tyvek on 1/ 2" plgwood
1/ 2" CPX p1 ywood 5ukolinq nailed
with 8d nails 4" on edge 8" in field
Weep
existing concrete
12
6 1
/ �Oting
Aluminum vented
soffit
2" Min.
W5-�
Note;
f Xiklnq
P-30 InSulatlon
Fxi5tlnq
/ 2" cell Inq board
� xistinq
2X6-4 bauble top plate
Pxietinq
2 2XI2 with 1/ 2" CnX header
nailed with 16P 5p, @ 12''
Staggered both 51de5
1/ 2" brywall I- 1/ 4" screws 5p, @ 12' In field
6' on edge . :
2X6-4 5tud 5p @ 16" OL,
W/ 5PH 6-4 5trap5 top and bottom
Owens Coming batt Insulation
WWII 5(�c-tion
5(al e = -
Fxi5tinq Monolithic footer
All Information Supplied on this wall section may or may not be used for
thl5 project due to the fact that the Structure i5 alreadq exi5tinq.
1
Remove exi5tinq 2X6 rail post and
replace with 4X-} post with 2) 12"
X 5/ 8" thru bolts per post to header
Add 2)12" X 5/ 8" thru bolts
@ every rail post to header and
'}X4 railing support post connection
�oting 2XIO header
�xiking 4X4 post
5p, @ 6' O,C,
-Add IX6"deck boards across 5tringer5 attach with 2) 3" deck Screws
@ each Stringer per board.
/--Add 2X4 PT 5tringer5 ( 5ldewag5) running full lenght of each 2XIO Puffer
Use roofing cement between Stringer and exi5tinq deck attach with 4" deck screws
Sp,@ 12'' CC, max, per 2XIO I:after,
roofing,
19/ 32 CbX Plywood nailed every 12'' with 9011b, rolled
Pitched I"
�otinq 2X6 PT rafter 5p,@24" OL, Max,
with LU522 Hangers ea, end
'Add 2X6 PT Header under rafters attach with
1) 5/ 8"X T" thru bolt per 4X4 post
xisting 5imp5on PC40 post bucket
2
x15tinq footer
��iO b�t�il
5cale 5/4"-1'
2XIO ledger
Add 5"X 1/ 2" lag bolts staggered @ 32" per
every other existing studs and headers
exterior 2X4 wall
Add 1) 2XIO 5p, @ 24" Max In between
exi5tinq 2X6 rafters wlth HU510 Hangers
nailed with 817 nails ea. end
a
existing 2X8 supports renal with 16d
nails 5p, @ 12" O.C, max
General Notes
No. i Revision/Issue i Date
Firm Name and Address
frea5ure Coast Homes INC,
KO, 130K 10033I
Palm bad{ FI, �2910
Ph, 321 508-3909
Project Name and Address
Project Sheet
Date 5h i
Scale of