HomeMy WebLinkAboutConstruction Plans■
a
W_W m c =
U2. �BD
yj ms
(z, EW
N oz W$
W ry?` o
Q 11 LL C
op W_
ma
�OWmO 8
EXISTING MOBLE HOME EXISTING MOBLE HOME ` QW
ZWo
( N
OoEQ tm
H�U mE
000
v d
a
s m Wcl
.g
4 a L
° q e +. e° d q a s a d 'd e e a s / ° 41 n q d. ' ^ d °° r Z 1�) � 2i
d da ...dqd °a: d. ° ^° d °
d
Q °
e. n ' e a ., ° d : d q° , , $MPS d 6 @ E {�'H RA R` T BEAly1. ° .e l Q 0 If
�r �
;a :. .e°. d". .'° : °. a.'. a ..d a n �e a WJ_W P�1t
4 � q, A
..q < d -< .d SI .SON 44�J EACH DST <' ° e- —O
Q .. ' ° ° •e. . q. ° . a ° d.. a d 'a a 'P a 24" X B. PAD G. • e ° .a, " a .q d ICAL°P 4X4 $ U m o d d:. .. ° a . a e
a ed a - d .° .° 4. . . 'e d ..
a n L ° a 3# E BOT n e e d v TYPIC PT. RL" W N{ W
A- da d EX STING CONCRETESLA 'a.. °. a °. ° W V� lag "8
a ., : "d'+"F < a'., d.da .. a . �: .e I 25D CRETE a de . ° d . d .d ° 4 a d e° BU ° / o s
. ...° " d.." d e a.' L
d ° ° d 41.. .� N eC... °.. ° ° E '�E .G 24.: .RAF RS 16 0. .. dYP. Aly_Pt 44 OTTO � ,p F1-1 � l i.1 =g
.d C d ° e d ° da a }J,'1 0 N m'
"'a q° d� °ad' a Q' a d q° d ° .q e.d .. d 9 ° Wiz s mo `. v -
. ° F-4 fa
G e.. e° �.. °. d a .d .. a9 a e .d ° WQ wi o'
d _..d r,- e° .a °d. v :"d - s ° Q° d y e,' d'° _ . �. ro€
d d° d d acl
e d I < .q .° r u C6 P�
_ d � a
° A. C
d ° —
Q °
.,d a 8. m. .qA °. °... °p•�.g Qd. d °. i °d g, W=� °m'
d °'
_<11
a °d q. d. :a' e. ° q ° Q d ° 'd a L
p c + FO'� 'd
. d G r
e I 1 t d. I-.� OH 0011
o Z ° z ya;
=m 15,,4,. 24'-8" I wO U 9�I
LL
SIMPSON PC 44 ®EACH POST �Ij r
24 X 4" X 8" PAD FTG. TYPICAL PT, 4X4 POS S Z Z) O = `1
3# ROD EW BOTOM USE SIMPSON MTS12 ® EACH 2X6 RAFTERS TO BEAM TYPICAL PT. 4X4PC TOP W W
EXISTAS -BUILT PA IO S AB 250 PSI CONCRETE TYPICAL PT. AB1144 BOTTOM z0( OE,
( ) T
O—iw
EXISTING ROOF TRuc�uRE GALE : ,/4 ,'-D" A EXIST (AS -BUILT) ROOF FRAMING PLAN
q-1 WZ_j � !W- 09,
W0_z W U 8W8
SCALE : 1/4'= 1'-0', =a
WNW zu, O =�P
co m.
�OCz w� Q Asa
TYPICAL METAL ROOF SYSTE �00 0� w a
wZ u co
TYPICAL SEAMLESS -- - e z o o � Z M U S g
TAL ROOF SYSTEM r` w:: s- 0UU i zQMN qn�m
ate;, PL. HT.
'PEA =N-STICK UNDERLAYMENT -. - _ W w < M 0
1/ 2 OSB SHEATHING""^^ __ ..
2X6 RAFTER @ 16" OC. w"
Z
Mo O g
12 - 2X8 LEGGER TO 4X4 POS CM J
3 III Iill IIII III IIII IIII II11 J O m
USE SIMPSON HUS26® EACH 2X6 RAF R TO BEAM `�,Q) Z }
I FIN. FLOOR Z v p U
DOUBLE OP PL E
0'-0' %v. 0)_ O Z
�'�� �1 iiii EXIST (AS -BUILT) 3 0 � U _
2X4 STU S ®16 O.C.
2-2X10 BEAM
PT'4X4 POST
_ FRONT SIDE ELEVATION N F U
SCALE : 1/4"=1'-0" '' W Z o o
TYP.PT 4X4 POST PC44 TOPS II—Vr m Q
ABU 44 BOTTOM = (q
U W
L C
TOP CORD BLOCKING AT 4' Q J
COVERED PORCH O.C. MAX. IN FIRST 3 G(
FRAMING SPACES AT EACH LL Z N
ROOF SHEATHING END.
O N'
SHEATHING: — - � J 4O
SHEATHING: 1/2" CDX PLYWOOD OR 7/16" OSB OR i_____
f LO
U
1/2" CDX PLYWOOD NAILING SCHEDULE:
OR 1/" 111 8d RANK SHANK NAILS. 6" O.C. GAe.F.:.t>JLL--4" O.C. T I? W C)
OR 1/2" I -III _ ' �. O CV _z0
TYP.PT 4X4 POST PC44 TOP :
BOTTOM WITH ABU44 EA.POST : NAILING SCHEDULE:TA
¢ -
EMBEDED INTO CONC. 8d RANK SHANK NAILS.0 0 . �
4 O.C. ON EDGE m
0 12" O.C. INTERIOR _ CD
m m
2, z o
..............: —
WALL SHEATHING ROOF SHEATHING SHE N
TYPICAL POST SHALL BE WRAPED WITH m
VAPOR BARRIESWATERSTOP@& GABLE END SHEATHING)
CONC. TO POST. NOTE: -
GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE x TYPICAL 2500 PSI CONCRETE FASTENER FROM ANY MANUFACTURER
_ BUILDING LENGTH REV,EE FOV.
EXIST (AS BUILT) SECTION g SHEATHING DETAIL
A EXTERIOR POST FOOTER DETAIL FOR GABLE END FRAMING ONLY COD::CDNIP�iANCE ��s^ EETS
A-1 SCALE NONE .. ST. LUCIE COUNTY '
BOCC
A-1 SCALE NONE
ROOF SHEATHING LAYOUT
C ND DIAPHRAM BLOCKING
A-1 SCALE : NONE FILE COPY `1NEuq,,i/////
• ...,
�, GENS '
O 3 34
s
s
Az
/ONA' 1VZ4 \\N