REV-20-508Miami Shores Village
DECEIVED
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
M 0 a 2020
FBC 20
BUILDING Master Permit No. KC• I ' l� -aIVO
PERMIT APPLICATION Sub Permit No. �' - 7ki = U
❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION [-]RENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [-]CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: I act tj
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: " l�, 5-a�y<���� Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): AF-' � an;�nn
Phone#:
Address: tAc-' !� � `RS " �(x _
City: MLw �(\�Ce� State: (.— Zip: 3 31319
Tenant/Lessee Name: Phone#:
Email: zz,c K6Dki/A-G-L •Goal
CONTRACTOR: Company Name: •c✓0-1 Phone#: 07-26 yd i
Address: 15qo �— 73� ��
City: State: I �' Zip: 3� �Y
Qualifier Name: 4),- Phone#:
State Certification or Registration #: c rc Na bf, I D Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
d�
Value of Work for this Permit: $ ��� Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ iAlteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: bhla�4 L ec-k k6cc& di ){OL) e .
Specify color of color thru tile:
Submittal Fee $ Permit Fee $,,CCF $ -CO/CC'$
Scanning Fee $
Technology Fee $
Structural Reviews $
Radon Fee $
Training/Education Fee $
DBPR $ Notary $•
Double Fee $ _
Bond $
TOTAL FEE NOW DUE $ —
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $1500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be proved and a reinspection fee will be charged.
11
Signature Signature
WNER or AGENT CONTR CTOR
The foregoing instru MPnt was acknowledged before me this
day of 20 Q,N by
n who is personally known to
me or who has producedas
identification and who did take an oath.
NOTARY PUBLIC: I
WE05 a,..
The foregoing instrument was acknowledged before me this
day of �oar�h 20 Q t,, by
who is personally known to
me or who has produced _C�,�, r-� -- as
identification and who did take an oath.
NOTARY PU C:
Sign:
Print: 03
Seal: � MARK L POMERAC Seal: 4gNrr roa, MARK L POMERANZ
CommisslonP00200 * * Commisslon#0020W
@� Expires January 7/,2023 .goy Expires January 27, 2023
IR 0
APPROVED BY �'s Plans Examiner **�:
Zoning
C%J AI&IM/°1 !y A,)� Structural Review Clerk
(Revised02/24/2014)
Mission:
,To protect, promote & improve the health
of all people in Florida through integrated
state, county & community efforts.
HEALTH
Vision: To be the Healthiest State in the Nation
June 12, 2020
Ilma Avila
1060 NE 95 Street
Miami, FL 33138
RE: Contingency Letter
Application Document No: AP1507613
Centrax Permit Number: 13-SC-2087873
OSTDS Number:
1060 NE 95 St
Miami, FL 33138
Lot:4 Block: Subdivision:
Dear Applicant:
Ron DeSantis
Governor
Scott A. Rivkees, MD
State Surgeon General
This will acknowledge receipt of an application dated 06/02/2020 for a permit to use an existing
onsite sewage treatment and disposal system located on the above referenced property.
No objection for interior kitchen and bathroom renovation and new deck installation. NO
BEDROOM ADDITION, NO FLOW INCREASE.
From a review of your completed application, it has been determined that your existing system
appears to meet the minimum standards of F.A.C. 64E-6 for the proposed use. It is approved for
use with the plans submitted to this office. If this system should fail, causing an unsanitary
condition to exist, steps must be taken to bring the system into compliance immediately.
Department approval of the system does not guarantee satisfactory performance for any specific
period of time. Any change in material facts which served as a basis for issuance of this approval
requires the applicant to modify the permit application. Such modification may result in this
approval being made null and void. Issuance of this approval does not exempt the applicant from
compliance with other Federal, State, or Local Permitting required for development of this
property.
If you have any questions on this matter, please call our office at (786) 315-2412.
Sincerely,
Je,s,cwfferna.ndelkA.
Jesus HernandezAcosta, Engineering Specialist II
Florida Department of Health www.FloridaHealth.gov
in DADE COUNTY TWITTER:HealthyFLA
1725 NW 167 St, Opa Locka, FL 33056 FACE BOOK: FLDepartmentofHealth
PHONE: (305) 623-3500 FAX: (305) 623-3645 1 YOUTUBE: fldoh
REVISIONS:
fl� fl-nn-nr
r_—_—_—_—_ _ _ _ _ _ _ _ _ _ _-- q_
NE 95TH STREET
So.00' RAY
32' ASPHALT PAVEMENT
5' CONC. WALK
I
-
-------IT1_1 PROPERTY LINE -------------
16.3
i
17 0 4'
b ARC 1113,
I
t0T
Be
EXISTING 1 STORY SINGLE FAMILY
al
HOME
1.W2 SO.:T. UNDER A,C
SOFT. GARAGE= 2.162 SOFT.
i220
of
33
I
35.0'
\ i
5 6'
EXIST. S00 GLS.
SEPTIC TANK
EXIST.
DRAIN FIELD
100
SOFT.
16.1'
1a o•
ERE FEATURES ON
F
PROPERTIES
TTHEOGENT
S THE STREET THAT MAY AFFECT THE ONSITE SEWAGE TREATMENT
A BOSS THE STREET THAT TREATMENT
ANDD
AND DISPOSAL SYSTEM INSTALLATION.
I
L---------------
--- -—-----------
81.1V PROPERTY LINE
N
PROPOSED SITE PLAN
SCALEPRO Ire •
�n s on TnE VErwn ARE.I...—AL oR RE-Rounnc ra svEovrEoON _I:ELEN
LINE, TO NE IE
uiDu"vn NMOPot„D„ �eE
OER
niCMEcT.nxXITOcuin sntpacor nmuC*"unue1wwrnr. margin Faon wsr wxuuEsars. M1ef.rEcemT.n[ s�mu�[slwweno[vK[s.
I— I—LATION EL
ANO
R o� �>w."pro„ KEnnDTRERWnEnPE�.eD
aoT
EnTnr� Rw�RA Non.n.Dr.K.nDn. Punn.NTEarDRDEyDNERoaA,PEnoNNER OARE, E000�:µ NI.G
TO osRwE� Na'rDrne �PREnE A E. D.EREM�ED .ELEP,x.N�xEDx Ea romrn�P,ETED
LETOTHENIXI—ETTO. RewTNDloaeMxN0M2ETSAaEPEOT�«waN
aE:na:nasu onu�"nrun�owmninuu"mnv'nvF"Dee or soLro w,rewxu wnM
usFn .sIIAET'` TO Ik �v ONFLU s�� ARverun� �h x x DEMOLITION LEGEND:
r ,rtw NnE,w A9 rseE rx = EouNc"iEMe'OEEE='XbwE 9nucLT"BEeR =AL aR
s TO e`Eaw"Orv�ep Mt[Nn9lait Rn"x`nCE`waKw sesok59 o CL �ouv ro eoRnEnPONpnwIEaNL. glNlrr. 9NME wYo em Ee DENOTES CONSTRUCT— TO BE DEMal9nEo
�MovEo r�ini �a:eo war�wimou:.�rro`�"c `aenrn"N`mewsµ ew ��.iwe�. nEw lPao`�.ac•ua'u
:.xKe aaNO�sFA 1 o nvE rwnans eEvr
s Axr«rzaxmvrrs.rce ro eoMnx.L TRw MOTso Eo.AVMexlwm
w�oi ic�'wu�Da.vmoi rnEw�oisxw�oR`�Aw«on�.svcc�.cATx»Is.
1 j- �:IVED
JUL 0 7 2020
I
IBi/
I
I
I
Ip
I�
GARAGE
D II IN
'JfD'I1IIIy111
I \ LIVING RM,
FAMILY RM.
PORCHE I I - II BATMRM.
I � � J
I xEATER osr� ATEaA
FOYER /
/ 2'd
I / II—ll
BATHRM
�`�-' 1Msno ryaEMrtx
il rnnrla.d De
- I
h Eu
B REF I
DINING RM. KITCHEN II
WIG '
.I
s a a 1 1 Y T�ne�AYEMWEo O.FNxID ro sE vs
Ir ,
�r r
I ill 1. roEMo ,rtwavEµoea se.NueE
un N L
I III
I III
FAMILY ROOM
LC _ J
v
Z
J
w cc
2 U
c7
M
(/
O � w
cru) (rc
W F— IS
ZJ=O
BEDROOM
w LL
rn(6
•
Cwg
GC,6
Z CC
•q� ato O
.� o-.
•
• cJru g
WIC • •••
.�
•
•••.
.
1
•M••
•
•z• V • • •
000000
• •
••••.•
•
• •
•
•
• •
BEDROOMS • •
• • •
•
�.�ysx"_R41.
t[ul
A
U
Di
litally signed by
---
---
Jo
ge D Mantilla
Di
te:2020.07.02
Fe-1
1
I
21:15-04'00'
N
PROPOSED DEMOLITION PLAN
SCALE 14'=1'-0'
R,e_-4 -o- eFl LSL
Miami Shores Village
4DEPT
Y DATE
3
WITH ALLER
ES AND REGULATIONS
g Fo
DRAWN BY: V.V.L
REVIEW BY: J.D.M.
SCALE:
AS SHOWN
DATE: 08-12-19
A-1.0
DEMOLITION PLAN
PAGE 1 OF 3
REVISIONS:
Q09-25-19
bldg. dpL Comm.
Q10-14-19
bldg. dpL comm.
Q10-25-19
bldg. dpL comm.
Q03-02-20
AS -BUILT
Z
J
W cc
WINDOWS REPLACEMENT UNDER Q w
PERMIT WS-08-19-1 2 V
BEDROOM W
�= co
r1� O Cn W Co
cr W �c�n/�s � 0
V/ Cn Q
! ZJ =_j
COVEENTRY
RED BATHRM.
__ roETAI 4
Lo
W rn (�
n Lu
W
\— WIC WIC Z
LIVING RM •
• T
• • •`• py•
• • • T
w XroHE�� FOYER _ • • • : • • it a- C •
r • • • • • • LYL L
• Ill • •
Q i s r Raps N» INfi, N, t o
I� +0!fNMO i[x • • • • • • •
t
GARAGE - BATHRM. W • • • • • • •
FFE. 8.91' + O O Q BEDROOM 2 • • • • • • • • • • •
aµ AY
QQ Y •••••• /—/�• • •
•••••• •
• • •
Ne ioECTE'DBYI"E'��'
4• FAMILY RM. 1 �' KITCHEN • • • • • •
>B• FFE 10,Y • • • • • • • •
B�Q --- --- • • •
••
•• • ••• •
LIE
• �" , 's�.,..
wAr1VNWF=TAperED ; �AAEANEFr" i I �\ Q �'
s"awER
Nix aF {p� �..� ui
Gi r A U
.e._ !.
t4ly
�] (� ra' ,.9 B'a• 4'.2' r ExTITZT.TNRF nD Jorgep signed by
'FICT To I.... noT
r / >'�" FDT,pE.T"E Jorge Mantilla
_ ��: Pr"p".. N,
Date:
M It
.l.lD
,. oR z 15:19 9 04'00'
uw+n No.
N'f {trip Fr rK
u- y z
PROPOSED FLOOR PLAN P
SCALE vb"=r_o• o
r-1 J
w
LALj I ~ 2
Q L�LI a i A
H :D
V 0o E
R 'a ❑ Q
Q[� N •A�FH[E bE• Q ~ 0
�o
!R
\ FAMILY ROOM/vim �Q N
FEN' O 4I LL
FAMILY ROOM NOT
BE USED I '"
A98EDROOM r� �1
DRAWN BY: V.V.L
REVIEW BY: J.D.M.
r.2• a' -off SCALE:
AS SHOWN
DATE: 08-12-19
A-2.0
FLOOR PLAN
PAGE 2 OF 3
WALLS DESCRIPTION CODE COMPLIANCE
-THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING.
EXISTING BUILDING AND RESIDENTIAL LOGE, BTM EDITION (201 ]).
DENOTES. EXISTING CMU WALL TO REMAIN -AS PER F.B.C. 310: USE CLASSIFICATION R-3 RESIDENTIAL.
AS PER F B.C. E.B. SECTION 504, LEVEL OF ALTERATION. ALTERATION LEVEL 2.
SCOPE OF WORK
•• TMD DENOTES: NEW 1 Hft FIRE RATED PARTITION, 2'X4' WD.
STUDS ®18' O.C. WI ire' TYPE'%' GYPSUM BOARD EACH SIDE,
UL U 305 -MASTER BATHROOM RENOVATION.
-KITCHEN RENOVATION. Q
-WOOD DECK EXPANSION
DOORS REQUIREMENTS FOR MEANS OF ESCAPE SECURITY AND FORCED ENTRY PREVENTION
ALL SINGLE EXTERIOR DOOR SWINGS SHALL HAVE A LOCK TO
A THE REQUIRED EXIT DOOR SHALLSE ASIDE -HINGED DOOR NOT LESS BE KEY OPERATED FROM EXTERIOR WITH A MINIMUM fi000
THAN 3B' IN WIDTH AND 8'-8' IN HEIGHT POSSIBLE KEY CHANGES OR LOCKING AUXILIARY SINGLE DEAD
TO COMPLY WITH FBC R311 A.2 BOLT WITH HARDENED BOLT INSERTS.
8-ALLEGRESS DOORS SHALL BE READILY OPENABLE FROM THE SIDE FROM WHICH ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF
EGRESS IS TO BE MADE WITHOUT THE USE OF ANY KEY OR SPECIAL RESISTING A FORCE OF 300 POUNDS APPLIED IN ANY
KNOWLEDGE OR EFFORT. AS PER FBC R311.4 .4 MOVEABLE DIRECTION
THE ACTIVE LEAF OF PAIRS OF EXTERIOR $WING DOORS SMALL
C-AT LEAST ONE BATHROOM AT HABITABLE LEVEL MUST PROVIDE A MINIMUN HAVE THE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR
CLEAR OPENING WIDTH OF 28" IN OPEN POSITION FOR HANDICAPPED SWING DOORS. THE INACTIVE LEAF OF THESE PAIRS OF
ACCESS, TO COMPLY WITH FBC +1<22.2 8 FBC R322.1.1 DOORS SHALL HAVE MULTIPLE POINT LOCHS WITH SIB'
MINIMUN THROW DOLTS WITH INSERTS.
SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING
DOOR DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR
OPERABLE FROM THE EXTERIOR, AT THE JAMB, HEAD, SILL OR
EGRESS MEETING MULLIONS. THESE DOORS SHALL BE CONSTRUCTED
50 THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN
PROVIDE CLEAR OPENING OF NOT LESS THAN 5i SO. FT. WITH THE WIDTH NOT LESS THAN A LOCKED POSITION.
20' AND THE HIGHT NOT LESS THAN 24'. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE
THE BOTTOM OF THE OPENING SMALL BE NOT MORE TMMI a' FROM THE FLOOR. NON -REMOVABLE PINS.
TO COMPLY WITH FBC R310.1/ R310.1.1/R310.1.2 8 R310.1.3 JAMBS OF ALL EXTERIOR OFFSET TYPE IN -SWING DOORS
SMALL BE RABBETED OR OF SIMILAR FABRICATION TO MAINTAIN
THE INTEGRITY OF LOCKS AND LATCHES.
INSULATION: VISION PANELS IN E%TERIOfi DOOR$ OTHER THAN GLAZING
WITHIN 10' OF THE INSIDE LOCKING ACTIVATING DEVICE SMALL
INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR COMPLY WITH ANSI
PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR CEILING pSEMBLIES, ROOF CEILING EXTERIOR SWINGING DOORS IF WOOD SHALL BE 1-3/4' THICK
ASSEMBLIES, WALL SOLID CORE
ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE AFLAME -SPREAD INDEX TO
EXCEED 25 WRM AN ACCOMPANYING
SMOKE -DEVELOPED INDEX nor TO EXCEED bsD. TERMITE PROTECTION:
TO COMPLY WITH FBC R31 fi.t
THE BUILDING SHALL HAVE PRE CONSTRUCTION TREATMENT PROTECTION
AGAINST SUBTERRANEAN TERMTES.
FLAME SPREAD AND SMOKE DENSITY: A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING
DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT
CONTAINS THE FOLLOWING STATEMENT.
WALL AND CEILING FINISHES SHALL HAVE AFLAME -SPREAD CLASSIFICATION OF NOT -THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE
GREATER THAN 200.T0 COMPLY WITH FBC R315.1. PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN
WALL AND CEILING FINISHES SHALL. HAVE A SMOKE -DEVELOPED INDEX NOT GREATER ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA
THAN 450. F8G.R315.2 DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'
SHOWERS
REQUIRED BACKING AND WALL FIXTURES SHOWER WALLS SHALL BE CONSTRUCTED OF SMOOTH CORROSION
RESISTMIT AND NON ABSORBENT WATER RESISTANT MATERIALS
UP TO ]2' HEIGHT. TO COMPLYWI FBL ft30].2
STUDS IN BEARING WALLS. EXTERIOR WALLS AND NOT BEARING PARTITIONS WATER-RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED IN
SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE THE FOLLOWING LOCATIONS:
NOT LE55 THAN 2'X 4', WHERE SPACED NOT MORE THAN /8' plc: OR. NOT
LESS THAN 2'x fi'. WHERE SPACED NOT MORE THAN 24"Wc -OVER VAPOR RETARDER IN A SHOWER OR BATHTUB COMPARTMENT.
A MINWUN 2' %6• HORIZONTAL W000 MEMBER
SECURELY FASTENED TO NOT -WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREAS SUBJEC
LESS THAN 2 SUCH STUDS. SHALL BE INSTALLED FOR THE ATTACHMENT OF TO CONTINUOS HIGH HUMIDRY.
EACH WALL HUNG PLUMBING FIXTURE AND WALL CABINET AS PER FBC
R4409.5.1.15 -G.C. SHALL USE CEMENT BOARD AS A BAKER BOARD.
boo
to
00
41
DOOR SCHEDULE
T MAT. FRAME THUD REMARKS HARDWARE
1 80' 81' 1 3I4" UMIGlA55 ALUMINUM METAL DOUBLE FRENCH DOOR W/ SIDELfTES WHITE FINISH' FULL VIEW. IMPACT RESISTANT LEVER SET WRH DEAD BOLTI CHROME FINISH
DIMENSIONS ARE FOR DOORS ONLY. G.C. SMALL VERIFY ALL DIMENSIONS AND QUANTITIES BEFORE ORDERING.
boo
to
00
41
DOOR SCHEDULE
T MAT. FRAME THUD REMARKS HARDWARE
1 80' 81' 1 3I4" UMIGlA55 ALUMINUM METAL DOUBLE FRENCH DOOR W/ SIDELfTES WHITE FINISH' FULL VIEW. IMPACT RESISTANT LEVER SET WRH DEAD BOLTI CHROME FINISH
DIMENSIONS ARE FOR DOORS ONLY. G.C. SMALL VERIFY ALL DIMENSIONS AND QUANTITIES BEFORE ORDERING.
CEILING
3-5/8' X 25GA METAL TOP TRACK TO
BOTTOM CHORD OF ROOF TRUSSES
1/2' GYP. B0.
15IB' X 25GA METAL STUDS 11
2d' O.0
YSIB' X 25GA METAL BOTTOM TRACK
ANCHOR TO CONC. SlAO W/
'HILTI' PINS Q124-O.C.
WALL BASE 4 THK CONC. SLAB
TYP.
COMPACT FILL TYP.
THROUGHOUT
INTERIOR WALL SECTION TYPE "1"
NTS
NEW FILL CELL AT EACH DRILL 1 #5 REBAR 6' INTO
FOR CAB. BACKING\ I I J WALL CABINET
E
tad WD. BACKING
AT BOT. OF WALL
GABWETANDATWAIL
HANG PLUMBING FIXTURES
INTERIOR PARTITION 201A 1 COUNTERTOP
a31' METAL STUDS AT
16C.C.
KITCHEN WOOD BACKING DETAIL
FOOTING TO
DETAIL TO CLOSE EXISTING REMAIN
WINDOW OPENING
SCALE: 1/2"=V.(r A-2.
2'X4' HORIZONTAL WD. MEMBER AT TOP 6
BOTTOM OF WALL CABINET A AT WALL HUNG
FIXTURES. CONTRACTOR SHALL COORDINATE
HEIGHT WITH CABINET MANUFACTURER
131SELF TAPPING
SCREWS
35I8' MTL. STUDS 20 G.
• 18'O.C.
ELEVATION PLAN
AT WALL HUNG LOCATIONS WHERE WALL HUNG EQUIPMENT SUCH
AS OVERHEAD CABINETRY AND FIXTURES ARE SHOWN G.C. SHALL
PROVIDE 20GA. MTL. STUDS AT 1 V O.C. MAX
FOR BLOCKING IN WOOD WALL USE (3) ISD NAILS E.E.
FOR BLOCKING AT CMU WALL USE 1'M' P.T. SHOT TO WALL WITH
HILTI XDNI'S AT W O.C.
BLOCKING DETAIL/ WALL HUNG CABINETS OR PLUMBING FIXTURES
NTS
EXISTING CONCRETE
BEAM TO REMAIN
� DRILL 1 #5 REBAR 6' INTO EXISTING
¢ - CONE. SLAB W/ EPDXY (3'-0' LONG).
G
m
EXTERIOR FACE OF BLOCK
WALL TO BE KNOCKED OUT
FOR NEW RETROFIT 3000 PSI
CONCRETE FILLED CELL.
1 1115 VERTICAL
DRILL 1 #5 REBAR 6- INTO EXISTING
Q CONC. SLAB W/ EPDXY (3'-01 LONG).
LA4D _
m 4 EXISTING CONCRETE
SLAB TO REMAIN
SECTION
SCALE 112" = 1'-V _2
EXIST. STRUCTURE
v
z
J
WALL FRAMING
W Cc
CEMENT BOARD
Q
BACKING FOR VERTICAL
TILE SURFACE
O W
TILE SURFACE OVER THIN SET
UP TO CEILING
EXTEND LINER ABOVE
MW TQ
HEIGHT OF FINISHED CURB
cc
OU) w"
1/4'SLOPE
M Q
<
E�
I.r uj
"
LO
ME
�G
w
CONCRETE SHOWE•
SLAB DRAIN
SHOWER DETAIL A
MORTAR
BED
•
cLrj
^, )
_
• i O
NTS
• •
• !• LLLLLLLLJJJJ y •
• •
r
•
�(
•••+
•to •
• •
•
1
•ARM < ••
••••
14'-0'
••••••
•
•0• ••
z•
•
2'X6' P T LEDGER SECURED
• • • • • •
•
TO EXIST. STRUCT. Wl%'06'L
• • •
•
•
• a • •
LEG BOLTS
1'X4'PLANKS
i
�
(�7
2'X6'FRAIAE
-i. g
U
Digitally
signed by
Jorge DMantilla
LL
F
Date:2
0.07.02
r
F—
(
15:22:2
-04'00'
J
rx6' FRAME
s s
4'X4' Pi WOOD
W12' TXIT FOOTING
_E
Ea
I
RUC-r 'F�AL i.�''v' F'iJ
Z -w
R
c�
Al
FRAMING PLAN
aswrl.Mi P,m robsr
s i.�,m TO R
,[a can w'Maex a ygpol*s reaoauvnxVao Q I[caara 'a=a
ml
SECTION wQ
SCALE 12' = 1'-0'
Pj�21VED- DATE4
Z "1 . TOS Dist
i�:I,m ra,coccR
UWI(Io ue 101Sa
,oaT*l— oTro a1w,-
r
ON 2T-D'