00-1427-001 ' t
4" metol dryer
�t vent thru wall.
3 S,r 6,_211 4'-10rrt�bClf
- _ .`_ to remain,
remove exisitn9 doors &
I I , CBS block opening w/ stucco
i to match existing.
I 90+ built-up i
i cricket I I
50 i _ relocate water
T,
I 1 outline of beam , , ? connections & vent. " "
' I N, washer,' dryer new 2- 2 -6 x6 -8 wood L
power pole , --- - --- - ------------- french doors
_ ___ ____ -- i exisiting washer & ' to remain
I , z color one side dryer to he revere _
i this rafter only remove existing entry Y new 2x6 wood st `} g rY °per
��----� � � " and part of partition for new
existing septic , I i partition to close. I double door remove owning window & siN
I x4 t. wood raft ties Dade Count
tank & drainfield + �.__ _i I � I � �" i to floor � prepare opening w/
I ea. side of ea. rafter 4't'propo new 3'-0"`x6'-8" p g
to remain I � i � -- "' new 6'-0„x6'_8” -
I 3x6 p.t rafters wood aneled �/ _ ____ ___________ ___ remove existing door product oved metd clad County
L , „ paneled r - __-- and artition provide t akxm clipped mullons
existing O.H 0 24 o.c max bi101M ponefs�- - ----- ------------ - p If required (floor to bean)
elec. r
I .I 4"x8" pt. new drywall fini !' 4 2 31-011 121-611 4
- >y
•,•I••••;� i \ wood beam existing partition (existing corport M
y� I
exist brick pat' € I I 1 existing residence i 4"x " pt. `� ° oo / �\ �,
ca cv �� ; -,� @�(13 I a
1 story CBS ---__-_-- i ridg beam place windows �' 0 t n �
12 -0 / / // ��\��.� t r
equal between / ; , \. �rtf fis�d� \
I co below for Tnoteseond details
n B
both cahxrms. ----- ----------- � ��
I N \
existing � z� �1 - 7�2 81-Oil
,* existing s --- _---6fy'wdl-on"7x =_ j// / j
9 N�. I € D g steel po.t /i
covered r--I: bb I a,tGne of artition to rema p.t (furrout new &
ores. p _ existing wall flush)
t \
t 0 existing wood -�� existing wood \ \\
I: �a . 12.17' - 3 ;�ti ,, 1 beam to remain a 6„ ,°t to remain
• 11.83'proposed fin. fir. ! "� fin fir } x ti +U �" �x�� Cew�>fEQ
(•11.50 existing carport) ! j existing. — •11.7916' t of deck. 3 = ' /
o °P I j'/ / pd(tl OtL Q To �� ��A r Op
- '
T-
00 g % _ X �!► 0 2-2 awn \ c � `
! , rya scale: 1/4 — l .p' /; ;' / /\/;�! ��'; \ \ '\, \ \�
line of existing
existing carport N I ,O� double 2x6 s f
9 p _ concrete slob \ / side of window (typ)
to be.enclosed — I �/ % ,
ti to remain. n �� �
- if-proposed raised _ 5 -9 5 -7 8 / / fi0 d
wood deck. ; ft� \
N
existing
driveway
5 121-61'
existing well
to remain. ° _ -- _ slob note
pour 4 min cone. slob 4"
i� over existing car port., 4
slob w/- 6x8 • 10/10 wwm \�
1092' (LEVEL)
�\ \
l
p.t wood 13" step (coord 0 field)
washer dryer � L r@ , steps
•12.17'msl
exi g
20'-0"
scale: 1"= 20'
I B: _ 3,_0,r x 6'-6" cone.
„ " �M�V
Lots oc 2 of "West Larkin Park" 'tit,
thk pad 16 d w/ 5 reinf
according to the plat thereof as reco9ded Ind-QlN �@�IW co cone�t�fed 10,utt ofe ad way top " -
Plat book 12 at page 49 of tie public records (see section) pod 1/ - 1 -0
of Womi-dode County, Florida
� , T I 2x6 pt. d�-'X'3*k / 2
r {
•11. m sta'�nless "
propose �n. f oar I o I screws to last
® I I I ..
a 2x10 pt. to close
flush w/ grade beam
J e - .
•
' 8" 8'-0" •10.8958' ado
center wl-door x10 �p.t wood joist op of rH& o o /��
(verify I? field) 24 o.c (see section)
2x10 floor foist
24'o.c
o"o Hu es DTC embedded strop,
:- one w/ 6- 10d naffs to joist &
4- nails to seat (typ)
grade
8x10 cone. erode
beam w/ 205 coot.
no move existing top
�;, ce clean
comp
acted
so on 1 layer of perfor ted 4 mill
visq on existing wel c pacted grade •
scale: 1 1/2" =1'•0"
1/ " = 1'-0" " rr 8"x10" d cone. ribbon
wale: 9-4 10 -° w/ 2.5 cant. NOTE: NO A/C TO BE INSTALLED
201.0',
.0
i999 Rpt Dorms ArtkatdS
a�.a. p.a•
roc r�tsigw aKA Dru4io.s for this pro�tot are
tNG ppr�ppLrtyt D f ti2is Architect O.rtd ArE proteCttA '
wtidfx tht d Prate &%Act.
: w.wwa,�.Mll
t General Note: Any errors,ambiguities,and omlosiorns in drawings and speciAcattonto dawn bys
shall be reportod to the architect for corrections before ary part of the work Is r I i � (� C� V �C I V II I r for.
— rA,j•dr.trA s h e e t
started. Unkse expressly stipulated,no additional atlowance will be made in the contrac•
ron al.a. p.a. and/or manufacturers favor or by virtue of orrore,
prep ambiguities and/or omissions 1 2 0 2000 ' ctieCkpd bye
which ed to have boon discovered during the preparation of the bW estimate and i
directed to our attention in a timely manner. r..07.
2. AN drawl s and des ne are the sob ro,orty of Kon Dorris Anchitecte,A.I.A..P.A.And 1� X'(b10//1�,'1%d �r'� r. wi� rs arb �3r0� Cort>rY�• no.
1Wa11rrFe7T ,�M"Ae, 2?1 �/ Y �L-/♦ /V����rt Y��t�' "it not b reproduced without their pperrnlbsbn. � q%if,Qt4#a W5,3 � Q
311 Northeast 8th Street, Suite 202 Homestead, Florida 33030 305.247.8405 fax: 305248.8812 E-Mail: DorriSArch®aol.com ' 00 NOT SCALE loos. Use event dimensions only. contractorshaft verify All sty,c;><fkraw 6851 50UthWC$t 77th TmAce, SoWi ri1iaml, flotiba 990�� 3
Akron*"and ooe work.s. M the event of a conflict.,not rfy the Architect bedbre
prvcceding with the wort.
1SSlJE o/►TB 2-2J