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Edward A.
LANDERS, P.E.
CONSULTING ENGINEERS
P. . #038398
%-1,1 'a(
(305)823 -3938
35 NE I2-
G -Z3 -bf
-r-o - s.
(17.15196 -- ' ?' o 13/ o4-0
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Edward A.
LANDERS, P.E.
CONSULTING ENGINEERS
P.E. #038398
(305)823 -3938
35 Q'z sr.
I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or
installed at -35 ‘ c l(. s Miami Shores, F1., and hereby affirm that one of
the following methods will be used to meet the requirements of Chapter 515, Florida
Statutes.
(please initial the method(s) to be used)
BUILDING DEPARTMENT
10050 N.E, SECOND AVENJE
.MIAO) SHORES, FLORIDA 33138.2392
TELEPHONE (305) 795 -2204
FAX (305) 758.9972
NOTICE OF REQUIREMENTS
RESIDENTIAL SWIMMING POOL,
SPA AND HOT TUB SAFTY ACT
The pool will be isolated from access from the home by an enclosure
that meets the pool barrier requirrnents of Florida Statute 515.29;
The pool will be equipped with an approved safty cover that
complies with ASTM F1346 -91;
All doors and windows providing direct access from the home to the
pool will be equiped with an exit alarm that has a minimum sound
pressure rating of 85 decibels at 10 feet;
All doors providing direct access from the home to the pool will be
equipped with self - closing, self - Latching devices with release
mechanisms placed no lower than 54" above the floor or deck;
I understand that not having one of the above installed at the time of final inspection, or
when pool is completed for contract purposes, will constitute a violation of Chapter 515,
F.S. and yvi �l considered as committing a misdemeanor of the second degree, punishable
by fine o $00 and /or up to 60 days in jail as esta lishe in pier 775, F S.
COME a 9771 RE & DATE
1 / i
CONTRA OR' i\1A.ME
P exp, klf4 21 F:oridl , 2003
OWNER'S SIGNATURE DA TE
1,ekli
OWNER'S 4AME / (LEASE PRIM )
/ I � �
KENNETH
I"lc}rry f c to, Stite o ' f�.fir,i&
^ • � 7y 241. :{��C1.3
Cfo�' Pit. No. CC81C'Ir25
SWVININIING POOL OWNER'S CERTIFICATION
Date /0 ( 2 1 rY 1
Miami Shores Village
Building and Zoning Department
Attention: Building Official
I certify that I am the legal owner of the property described as
, located at 3 � � 5�
In accordance with Section 33- 12(t), Code of Metropolitan Dade County, I certify that
I understand and agree that the swimming pool to be constricted at the above address caiulot
be used or tilled with water until a separate permit has been obtained for an approved safety
barrier, and such barrier erected, inspected and approved.
I further understand that this certification, however, does not eliminate the need for
obtaining a permit and erecting an approved barrier prior to final inspection and use of the pool.
Note: This certification is to be submitted with a swimming pool permit application in duplicate.
EXI81` _MAIN
LINK ty
2&.00-
/5.15
24.83 23.6
S WATER
SITE 'L, N
SCALE : 1/20' =1' -0'
INTERLOCKING BRICK
2' SAND SED -
ROCK BASE -
115,? .
l�j •"N'{ sq� 1 'P �r:•�54 f".f�.
a.-4 sl_'.t A<�y n�C, �+cy'Ka 13t6:�.
EQUIP
PANEL
200 A. U.G.
SERVICE
.I �+ \ RESIDENCE
100'
4 'AS'af.17.7
u2 i .a
NE 92nd STREET
POOL COPING
N
81.
1RICK ON SANE) DETAIL
NO SCALE
/
117 7:2v .E1Jxas.i • +�:.�fl.1 6uj td I
EXISTING PATIO
TO BE TOPPED
WITH TNlyd PAVERS
471.
EXIST. 4'
GB9 WALL
ACCESS
POOL
EQUIPMENT
14' - 10'
WEATNERF'ROOF GPI
RECEPTACLE LOCATED
10 -20 PEET FRe.:M POOL
WATER EDGE
POOL FLAN
SCALE : V4' =1' -0'
- *4 BAR
*3 BARS AT 12' CSC
EACH WAY
SEAM t. E14IL
NO SCALE
DEAD
SEPTIC
TANK
'n
PLANTER
LGT
1137fn.'ssv`ar a .i .
- 1'x18'
SWIMOUT
N 2' VENT
SAM
E'UL LNOSE
COPING
TURBO
SKIMMER
MAIN DRAIN SOLAR
5' DEEP O RETURN
BRICK ON
SAND
Ea EG2.
E LEV: +18' ELEV: +12'
ELEV: +6'
30'
T TTTTT u
3' 31 -4EER NANONOLDS
DESCENT
VACUUM
10' -9'
REMOVE 10451
OF CONCRETE
EXISTING
RESIDENCE
V v 1
r � t c trta,ssr gs F T rc m 3,u a
�. �"�'' $`.T�Yr.:�....vi. ��r': k. �r's��slF : x.i.;
v
3' DEEP
INLET
/
2'
3'
vc
►n
1
JEE4L
OF
EIFfEr . PE.
CIVILNGJJfEfj
12292
OCT. 11th, 2001
DAZE
rU
This property described as:
Lots 15 and 16, Block 2,
AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1,
according to the Plat
thereof , a;; recorded in
Plat Book 10, Page 70
of the Public Records of
Dade County, Florida.
o �
by
DeVito,
PROPERTY OF: Rivera,
NOT VALID WIT1IOU'1
THE SIGNATURE AN
TIIE ORIGINAL
RAISED SEAL OF
FLORIDA LICENSED
SURVEYOR AND
MAPPER.
appe
sho
fl»C!
(2t)
`fJ , Ir
20 70
ewer
I ( 7 , I0 r /4 . 70 b�;����
'31 1 3 i 1�1
�'
pat
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e
7067-oo
!o T
LO
c. t r`te
A BOUNDARY SURVEY
I hereby certify that the survey repre-
sented hereon rneets the minimum
. technical standards set forth by the
Board. of t3d'Surveyo s pursuant to
Section 47 27, Fla. St.. tes. There are
oenc chments,o rlaps,easements
fng on the at, other than as '
ereto.
r .
/B,1o'
(rl
Y/ p
30 SS
Fla. Reg, Lan: Surveyor No. Q -Z DATE
k:s't3.' rAi $M3M. ' Yaa.SY- at
rf -- i 8 -9 I. "Recertified", Certified To and Name revised.
'SCALE
/ , : d d
- J ' a001 / /l
Daniel, and
Augstine. : R 35 N. E.. -, 9:2nd ,Stre.et, Mi.aini;
Pagg 1 of 2
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CJ
'U
L.B. # 2 9B M E S E ` ' E SP LOS INC. #2946
ENGINEERS - LAND SURVEYORS -, LAND PLANNERS
Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134
Mailing address: P.O. Box 561131, Miami, Florida 33156
(305) 666-7909
DRWG.NO.
191-421
25651
7 r " . 0
ELEV. TOP OF POO ALL
1.0
DEPTH OF POOL
5.0
TOP OF MAINDRAIN
2.
_ELEV.
FLOOD CRITERIA
5.5
ELEV. TOP OF MAINDRAIN
2.0
POOL IN FLOOD CRITERIA
3.5
LESS 2'0' I-4YDROSTATIC VALVE
1.5
SLAB THICKNESS REQUIRED
6'
,UFACE AREA (SQ. Ft)
338
VOLUME (GALLONS)
7 4000
TURNOVER (1- 4OUR5)
10
P (FEET)
90
DECK AREA (Sa Ft.)
954
6' CERAMICS
6' THICK GUNITE WALLS REINFORCED WIT-
' 3 BARS AT 10' CENTERS 13O7- WAYS
6 ' THICK GUNITE FLOOR SLAB REINFORCED
W17- M 3 BARS AT 10 ' CENTERS BO71-4 WAYS.
F.P.L.
METER
GENERAL NOTE:
150A
DISC.
O J I [ AMP
F'NL
STRUCTURAL NOTES:
L ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 D AY
COMPRESSIVE STRENGTH OF 3000 PSI.
2. ALL R.EINFORCINCs STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60000 PSI.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE: STRENGTH OF 2500
4. TI-4E DESIGN OF THIS PROJECT HAS INCORPORATED A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING
PRINCIPALS.
' 441 FT' .. r w- ^. rgp" - < •l!' S..y�,'r
rW- 3x ':1rS2rs,�°dr:.iti �nt�r s`�N
3 "10 TF4.UV + 1 -2P -204
1 0 10 T44t114 IN 1- 1P -t5A GFI
9 4' coND.
AQUADYNE PANEL
1-2p-30P
TIMER 4
SWITCH
3 0 12 TF-IuN IN
1/2' CONDUIT
WATER LEVEL
MAX. 1:1 'LOPE
ANTI VORTEX
MAINDRAIN
POOL SECTION
NO SCALE
1 NP PUMP
{]
uu - 4nui �
BRICK OR STONE
COPING
1 1/2' 1•4YDRO5TATIC VALVE
SET IN 3/4' WASHED ROCK BED
NOTE: SECURE MAINDRAIN GRATE
WITH SCREWS
2 41 14 TF -ItLN "+ *10 TOWN FOR 200W
+ 1"12 TOWN 4 '14 TOWN FOR 15W
N 1 2' COND.
110v/12v TRANSFORMER-
JUNCTION
BOX
24V D.C. TRANSFORMER
ELECTRIC RIS,r =R D I4CR4M
NO SCALE
NO1E: PROVIDE "8 E3ARE COPPER BOND WIRE CONTINUOUS FROM
LIGHT TO POOL STEEL. (2 POINTS ISO DEGREES APART) TO DECK
STEEL (WHERE PROVIDED) TO EQUIPMENT BONDING.
2 T -WN +1"12
THWN IN f' COND.
12V
POOL
L IGHT
THESE PLANS WERE PREPARED IN ACCORDANCE WITH 11-4E
APPLICABLE CODES IN THE AREA IN WHICH THE PROJECT 15
LOCATED. T- E'OUTH FLORIDA BUILDING CODE WAS UTILIZED FOR
MIAMI PADE COUNTY, T1-4E BROWARD EDITION 1939, WAS UTILIZED
IN BROWARD COUNTY. THE SOUTHERN STANDARD EUILDING CODE
WAS UTILIZED IN MONROE COUNTY.
PLUME3ING NOTES:
1. ALL POOL AND EQUIPMENT PIPING SHALL BF. SCHEDULE 40,
PVC - PUT, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY
ON GROUND OR ON MAXIMUM 4'0' CENTERS WITH CLEVIS
HANGERS.
2. ALL SUCTION PIPING FITTINGS LOCATED E3ELOUJ GRADE
SHALL BE 45 DEGREE BENDS.
3. ALL SUCTION PIPING SHALL_ BE 2' DIAMETER AND ALL
PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHERIJISE NOTED.
4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE: WITH
ARTICLE: 50043 OF THE 'OUTI.4 FLORIDA BUILDING CODE.
5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLAT SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
6. POOL VACUUM SHALL COMPLY WITH SECTION 5002.5 b
OF TOE SOUTH FLORIDA EUILDING CODE.
TO CHLORMATIC
ELECTRICAL NOTES:
1. ALL POOL ELECTRICAL WORK S1-4ALL 13E ACCOMPLISHED IN COMPLIANCE
WITH NATIONAL ELECTRICAL CODE.
2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM
TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE.
3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0'
OF POOL'S WATER EDGE.
4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY
DEPICT REQUIRED WO'F�<, A REVISED DRAWING SHALL BE SUB-
MITTED AND APPROVED S1- 4AOWING EXPECTED AS BUILT CONFIGURATION
WIT- ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY.
NOTE:
BASED ON INFORMAT1oN PROVIDED THIS
OFFICE, THE EXISTING SERVICE 15 ADEQUATE FOR
THE PROPOSED ADDITIONAL POOL EQUIPMENT
LOAD.
RECEPTALCE
BOX
L RIDGED METAL
CONDUIT
SAFETY NOTES:
SOIL NOTE:
1 1/2' POOL WASTE
TO SPRINKLER
RECIRCULATION PUMP
1 HP, 50 GPM AT 60' TDN
SELF- PRIMING -- --
AIR RELIEF VALVE
'RECEPTACLE ISOX DETAIL
NO SCALE
POOL, SPA AND NOT TUB BARRIERS:
ALL POOLS, SPAS AND 1-40T TUBS SHALL COMPLY
WITI -4 SECTION 5001 OF THE &FOC AND SPECIFICALLY
50012 (10) Caa) 'ALL DOOR WITH ACCESS TO THE
POOL SHALL BE EQUIPPED WITH AN ALARM WI-41C1-4 PRODUCES
AN AUDIBLE WANING WHEN THE DOOR OR ITS SCREEN 15
BEING OPENED. 71-4E ALARM SHALL SOUND CONTINUOUSLY IFOR
A MINIMUM OF 30 SECONDS AFTER THE DOOR 15 OPENED AND
BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO
BE HEARD IN THE DWELLING. THE ALARM SHALL E3E EQUIPPED
WITN A MANUAL MEANS TO TEMPORARILY DEACTIVATE 71-4E ALARM
FOR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL k3E
LOCATED AT LEAST 54 INCHES ABOVE 71-4E T1-4RESI -4OLD OF THE
DOOR
I. A PERMANENT SAFETY WAf<NING SIGN SHALL SE PROVIDED AT
ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE
POOL AREA IN ACCORDANCE WITH APENDIX F ANSI /NSPl -5 -95.
2. THE WARNING SIGN, A5 PER ITEM 1 ABOVE, SHALL WARN AGAINST
SHALLOW WATER DIVING, T -E PREVENTION OF DROWNING AND SHALL
INCLUDE THE FOLLOWING STATEMENT:
'T -ERE 15 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT
RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION
AND /OR CARDIOPULMONARY RESUSCITATION (CPU).'
3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL AREA
SHALL BEEQUIPPED WITH AN ALARM WNICN PRODUCES AN AUDIBLE
ALARM WHEN THE DOOR OR 175 SCREEN 15 OPEN.
4. THE POOL A•D /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A
SEPARATE PERMIT -A5 BEEN OBTAINED FOR AN APPROVED SAFELY
BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE.
BASED ON A VISUAL INSPECTION OF THE SITE,
SOIL CONDITIONS, ROCK AND SAND,ARE ADEQUATE
FOR THE DESIGN BEARING CAPACITY OF 2000 PSF.
HOWEVER, IF DURING EXCAVATION, CONDITIONS
PSI. OTHER THAN ABOVE ARE ENCOUNTERED, 7I-4E
ENGINEER SHALL BE NOTIFIED.
POOL FILTER WIT- 100
SQUARE FEET OF FILTER
SURFACE AREA
CARTRIDGE
EG UIPMENT ISOMETRIC
NO SCALE
MIN. 18' BELOW WATER
LEVEL
2 "3 BARS
ACROSS NICHE
UNDERUJATER L IC S-4T DETAIL
NO SCALE
POOL COPING
SAME TNICKNE55
AS WALL
POOL WALL STEEL
I' NON METALIC CONDUIT
TO JUNCTION BOX
L IGI-4T BOUY
BOND WIRE TO
POOL STEEL
WATER LEVEL
24' -
MAX.1 0 1
2' TILE STRIP OF
CONTRASTING COLOR
SUJIMOUT DETAIL
NO SCALE
lar
ff
4
E
CIVI /T
122 2
1
L
6'x6' CERAMIC NANDHOLD
ON MAXIMUM 4' Y CENTERS.
Note': STEP &tEcL
NOT REQUIRED
POOL COPING
WATER LEVEL L--
WE I R
TURBO
BOOST
INLET
POOL WALL
36'12' 12'
STEP DETAIL
NO SCALE
SKIMMER SECTION
NO SCALE
POOL DECK
MIN. 15 ea IN.
BASKET
1 TURBO
E
2' SUCTION
4 RI3ER5 AT 10 ' EACH
OPTIONAL 2' TILE OF
CONTRA5TING COLOR
DESCENT DETAIL
NO SCALE
H 4 N D I-1 O L D DETAIL
NO 'GALE POOL DATA:
+ 359 Q. FT. OF REtOP
HYDROSTATIC UPLII✓T
NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN
6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM
6' AT 71-4E SHALLOW END TO THAT INDICATED ABOVE
AS SLAB THICKNESS REQUIRED.
WIL
Or
F�Y Ff1rIFFER. P.E.
_11N ER
GT, 11th, 2001,'
DAZE
IMataralra
tawaste,manall
This property described as:
Lots i5 and 16, Block 2,
Accoroing to the Plat
thereof, as recorded in
J' tIe II7:�tIYaflc' FuIid, �nr:. , S Lout , Jeffrey M. and
Builders Finance; 'Ltd., its successors and, /or
assigns as their interests may appear.
N7,
•
>r 4 !a i It tor /of
( �
t �
Not valid unless embossed
with Surveyor's Seat
jkj
Q
v_1 1
(i2'` "'c 7/1/
N.
X11
r7.
//;-k"
PROPERTY OF: Stout, Jeffrey M. , 35 N.E.
x c
1 11
(c
t%2 r' w .
11 BOUNDARY SURVEY
I hereby certify that the surrey repre-
sented hereon meets the minimum
technical standards set forth by the
Board of ta;d -Sur eyo s pursuant to
S ection 4027, Fla. St.. tes. There are
oencr chments,o rlaps,easements
appe ing on the ' at, other than as '
sho ereto.
Surteyor No
4- 18-9i "Recertified", Certified To and_Name revised.
9- 14 --94 Recertified; Certified To and Name ReviA#i;
I� lood Information .and Zip. Code Added 11
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92nd Street, Miaini Shores, Florida 33133.
itZal d;ax `a�'�"�
LANNES and GARCIA, INC.
ENGINEERS - LAND SURVEYORS - LAND PLANNERS
Office address: 359 Alcazar Avenue, Coral Cables, Florida 33134
Mailing address: P.O. Box 561131, Miami, Florida 33156
25651
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DATE:
SCAT T-
FILF.j9
08/22/96
1 NOTED
SliEEt tI1J1413E1t:
r
[3LJ11OLARY
°AR 1 1 DOOR
SI-IDff () QI.AS DOORS
Q111 1'X LAO DO0k
L-3GUI
w_IN QOM;
•
'1
3
ALL EXTERIOR DOORS, WINDOWS, GLASS AND GLAZING SI COMPLY
AND BE PROVIDED Wllll INIRUSION AND BURGLARY. SLCURI[Y DEVICES
AS sir roam IN . sr a FQL t ck; -)
ML 1ly tAIitANce DOOR;
SINGLE: DOUR - SIIALL 1313 L(XKED WI 111 COMBINATION DEAD L ECII AND
DEAD 13OLf SEES WIIII A LA[CII IIIROW MINIMUM O1 I/2" AND BOLT KEY -
OPERAII?D FROM (III EXTERIOR. THE JAMB SIIALL 131 RABBETED TO
PR_EV1:Nf DEFEAIINU 11111 PURPOSE 01 11111 SIRJK11 AND 11111 INIEGRILY
01 1111 L(XK AND LA[CII. DOOR SIIALL BE INSTALLED WIIII A VIEW
SCOPE.
DOUBI-13 DOUR; -
711E AC11VI3 LEAF OF PAIRS O[ SWINGING DOORS (0 111E EXTERIOR SIIALL.
IIAVE L(XKS AS REQUIRED FOR S1NGL I: SWING DOORS OR HAVE A
MULIIPLL POINT LOCK WIIII 5/8' MINIMUM IHRO \V BOLES AND INSURES,
O1?ERAIED BY A CYLINDER L(XK. I111i INACIIVI3 LEAF SHALL HAVE A
MUIIIPLE PUINf LOCK whit 5/8' MINIMUM IIIRU \V BOLES AND INSERTS.
EXPOSED HINGES ON DOORS SIIALL HAVE NON REMOVABLE PINS.
I
(i [O LIVING AREA )O.OI s
SI 1.313 LOCKED Wi l I l A L1 [CI t AND A SINGLE DEAD BOLT WIIII A 1 •
MINIMUM IIIROW.
OVERHEAD DOOR SI BE LOCKED AT MORE THAN ONE POINT WIIII
BOLES AND INSURES, ENGAGING Af LEAST TWO OPPOSITE SIDES WIIII A
MINIMUM 01 513' PENEIRAI[ON. VENTS SIIALL NOf EXCEED 8' IN LEAST
DIIMENSU)N AND SIIALL NOT BE CLOSER IILAN 10' TO IIIE INSIDE LOCK
ACI IVAIING DEVICE.
SHALL BE INSTALLED AND CONSIRUCIED SO II PANEL CAN BE LIFEED
FROM II11? !RACKS \VIIEN IN LOCKED POSIIION. DOORS SIIALL IIAVE NO
SCREWS REMOVABLE FROM III[ OUESIDE NOR SIIALL ANY DOOR LEAF
WHEN CLOSED AND LOCKED BE OPERABLE FROM IIIE OUESID1s. SLIDING
DOORS SIIALL, 1)13 LOCKED WIIII A PIVOIED HOOK TYPE SINGLE BULf, r0
RESIST SLIDING ON 11111 1)<)UR BY FORCE AND SIIALL BE REINFORCED IN
7 111.3 SIRIKI3 AND LOCK AREAS f0 MAINTAIN BOLT SIREN() I II
EFFECTIVENESS.
EXTERIOR DOORS 1 OPERA131.1 FROM IITE EXIERIOR, SIIALL HAVE Af
LL3ASf ONE LOCK IllAf IS KEY•OPERAIED FROM 111E EXTERIOR. \VIIERE A
KEY-IN-HIE-KNOB IYPE- LOCK IS USED, PROVIDE AN AUXILLARY SINGLE
DEAD 13011) LO(K. KEY•OPERAIED FROM IIIE EXTERIOR. METAL GRATES
AND GRILLE -TYPE DOORS SIIALL 1311 PROVIDED WIIII LOCKS DESIGNED TO
PREVENT REACHING 111E INSIDE ACIIVA[UR FROM OUESIDE. DOORS WIIII
LOUVERS SIIALL, NOT BE INSTALLED IN 111E LiXIERIOR \VALL 01 AREAS
REQUIRING SECURITY UNLESS IITE LOUVERED AREAS IS PROIECIED BY
IN 1 RUSION SECURJ I Y DEVICES.
FUR 7113 PURPOSE OF SECURITY AILS AREA IM.MEDIAIELY OU[SIUE 01:
EX 1 ERIU/t DOORS SIIALL 011 ILLUMINA I ED BY VANDAL-RESISTANT GLOBES
AND SUCH ILLUMINAIION SI 1311 ACIIVAIED DURING 111E DARK
PERIOD 01: EVERY DAY. OPEN PARKING LOSS AND ACCESS 111E11E10,
PARKING AND NUN - ENCLOSED AREAS UNDER OR WIIIIIN BUILDINGS Af
GRADE SIIALL 1313 PROVIDED WIIII A MAINTAINED MINIMUM 01 ONE FOOf-
CANDL13 OE EIGHT ON 71111 PARKING AND WAEKINU SURFACES FROM DUSK
UNIIL, 30 MINUIE-S AFIER 111E (ER t1NAIION 01 BUSINESS EACH
OPERA F IN(J DAY.
WINDO \VS SI 1311 LOCKED WIIII DEVICES ON IITE INSIDE CAPABLE 01
WIIIISfANDINU A FORCE 01 150 POUNDS APPLIED IN ANY OPERABLE
DIRI:CI1ON AND WIIII QUICK•OPENINU DEVICES SO II IIIEY MAY BE
READILY OPENED FROM IITE INSIDE IN CASH OF EMERGENCY. WINDOWS
SHALL 13H SO CONSIRUCIED THAT WHEN FIXED OR L(XKED CANNOT BE
REMOVED FROM 111E111 FRAMES FROM 111E OU[S1DE. HINGE PINS OF ALL
EXTERIOR OPENADLE WINDOWS SI HAVE NON-REMOVABLE PINS OR BE
01: INIERL(XKINU STUB IYPE AND HAVE NON - EXPOSED SCREWS.
BURGLAR GUARDS IF PROVIDED SIIALL BE INSTALLED mill QUICK
UPENINU DEVICES SO IllAf IIIEY MAY 13E READILY OPENED FROM THE
INSIDE FUR EMERGENCY [:URNS AND SHALL BE SO ATTACHED THAT WHEN
OPENED THEY WILL Nor DROP [0 11113 GROUND. DECORAIIVE MAMMALS
PROVIDING COMPARABLE PROIECIION SHALL BE ACCEPTABLE IN LIEU 01
PLAIN mum. BARS AND GRILLES.
1
r
3 I'FZ(JC r(J lAL. OENE1Ui \L. NO 1E8
1. SOIL S
A. VISUAL INSPECIION 01 SOIL INDICATES UNDISTURBED SAND AND
LIMEROCK WIIII AN ALLOWABLE BEARING CAPACITY 01 2.0 K.S.P.
(UNLESS NOTED OI1IER \VISE).
B. PROVIDE PROPERLY COMPACTED NON-ORGANIC FILL TO 95 ;�b
MODIFIED PROCTOR.
C.
OLIIER AREA FOOTINGS SIIALL BEAR ON SAID UNDISTURDL'D SAND
AND ROCK.
2. CONCRts[
A. COMPRESSIVE . S[RENOIII 01 CONCREIE AT 23 DAYS:
NUN- SIRUCIURAL SLABS ON FILL 2500 P.S.I. ALL OTHER CONCREIE
300) P.S.I.
13. IL•S[S: A MINIMUM OF 6 CONCREIE SPECIMENS SIIALL BE TAKEN
FROM EACH 50 CU. YDS. PORIION THEREOF. SPECIMENS SHALL BE
[BLED ACCORDING fO ASIM (2-39. 'ONE AT .3 DAYS. ONE Af 1 DAYS
AND IIIREL Af 29 DAYS.
C. COVER: CONCREIE DEPOSITED AGAINST 111E GROUND 3' F(J111E)
CONCREIE IN CONTACT WIIII 711E GROUND 2' BEAMS AND COLUMNS
1 1/2' SLABS AND WALLS 311•
3. REINFORCING STEEL;
A. REINFORCING BARS MUSE CONFORM WIIII ASIM A 615. GRADE 61).
B. WELDED WIRE FABRIC MUST CONFORM WIIII ASIM A -185 AND btusr
BE SUPPORTED ON SLAB BOLSIERS SPACED A 3' -0'OR MAXIMUM ON
CENIER.
C. FABRICATION AND DEfAILINO ACCORDING TU ACI 315
D. ALL ACCESSORIES MUST HAVE UPIURNED LEGS AND BE PL.ASIIC-
DIPPED AI-TER FABRICAIION.
1. MASONRY WAILS;
A. ALL MASONRY SITU \VN 10 BE BEARING ON PLANS MUST BE ERECIL•D
PRIOR TO 111E S I RUCI URE ABOVE BEING ERE'(: I ED.
B. MORTAR: MUSE CONFORM WITH ASIM C -210 OR TYPE M (2500 P.S.I)
C. REINFORCING: USE DURAWALL IRUSS REINFORCING EVERY 01111:8
COURSE:. USE VERIICAL REINFORCING BARS AS SPECIFIED ON 11113
PLANS AND FILL BLOCK.
5. WOOD;
A. WOOD MUSSES MUSE BE DESIGNED IN ACCORDANCE WITH SOUIII
FLORIDA BUILI)!NO CODE REQUIREMENTS. SUBMIT SITUP DRAWINGS
BEARING 11113 SEAL 01: A PROFESSIONAL ENGINEER WIIII FLORIDA
RE(3ISIRA[ION. SPECIFY B0111 PERMANENT BRACING AND THAT
WIIICII IS REQUIRED DURING CONSIRUCIION.
13. OPTIONAL: ALL WOOD MEMBERS MUST HAVE A MINIMUM 01 12€i)1'0)
P.S.1. EXCEPT FOR 1 X 12 HEADER 13E1AfS WHICH MUST HAVE A
MINIMUM 01 1500 P.S.I.
6. SIRUCIURI3 STEEL:
A. PIPE COLUMNS MUST CONFORM WIIII ASIM A53 GRADE B. PLATES
AND ROLLED SECTIONS SI BE ASEM A -36 TUBE SECTION COLUMNS
10 CONFORM \VI 111 ASIM A -500 GRADES 13.
B. BOLES MUSE CONFORM WIIII ASIM A -3
C. PROVIDE 7 WO SHOP-COA IS 01: RUS f INIIIBI I INU PAIN f. 1ABRICA I ION
AND LRECIIUN IN ACCORDANCE WI111 AISC SPLCIFICA[[ONS.
1. SLABS ON 1111,;
A. TO BE PLACED ON CLEAN, NON•ORUANIC SOIL. II[ORUIJGIILY •
MOISTENED IMMEDIATELY BEFORE CONCREIE IS POURED.
CONCREIE IS f0 BE PLACED ON 0.004 IN VISOUEEEN VALOR 012
BARRIER. SLABS ARE TO BE PLACED IN A 'CHECKERBOARD"
SEQUENCE. EACH SEGMENT 01 WI[ICII IS NOT TO EXCEED A
MAXIMUM AREA 01 625 SQ.Ff. 011 30 LINEAR FE1;1' IN ANY ONE
DIRECTION.
8. APPROVALS;
A. SUBMIT SIIOP DRAWINGS FOR ITEMS 3.5 AS ABOVE
B. SUBMIT LABORATORY REPORTS FOR lIliM 2 ABOVE
C. A/C CON I RACTOR SIIALL SUBhtI r FOR ARCIII IECIS APPROVAL SIIOP
DRAWINGS WHICH SI[O\V DUCT SIZE e4 LAYOUT, EQUIPMENT SIZE,
MANUF., MODEL 1 AND COMPLIANCE Wllll ENERGY CODE, AND
REQUIREMEN IS SHOWN ON 1111 DRAWINGS. A/C CON IRACfOR SIIALL
BE FULLY RESPONSIBLE 10 PROVIDE A SYSTEM WI III ADEQUATELY
AND ECONOMICALLY ACHIEVERS COMFORr LEVELS 01 HEALING,
COOLING, AND DEHUMIDIFICAIION IN ACCORDANCE WIIII ASIIRAE
S rANDARDS.
9. COORDINATION;
A. COORDINATE ALI. DIMENSIONS, EI'EVAIIUNS AND OPENINGS WIIII
ARCH r11C[URAL, ELECTRICAL AND MECHANICAL DRAWINGS. REPOR T
ANY DISCREPANCIES TO 71113 ARCIIIIECT.
B. CONIRACr011 SHALL VERILY ALL DIMENSIONS AND CONUIIIONS ON
11113 DRAWINGS AND Ar 11113 1013 SI111 AND IAMMEDIAIELY REPORT
ANY INCONSISEENCIES [0 11113 ARCIIIILCf PRIOR TO FABRICAIION.
C. GARAGE SHALL BE PROVIDED WIIII A PERMANENT l' SIGN WI Ill 1/2"
111011 LEI•IERS. LOCALE") ON 11(13 INSIDE FAC13 OF ANY 13X1ERIORS
D0011 READING: "DANGER' DO NOT OPERAIL ENGINE WIIII DOOR
CLOSED. CARBON MONOXIDE EMISSION IS L13IIIAL.
D. GENERAL CONIRACf0R SIIALL NOEIIY, 11111 ARCIIIIECf /ENGINEER
IN \VRIIINU, 01 ANY DISCREPANCY IN 111E DRAWINGS 011
1NCONSIS1ENCIES WIIII ANY AND ALL APPLICABLE CODES 011
REGULATIONS, PRIOR fO ANY ACIION ON HIS PART. FAILURES TO DO
SO WILL MAKE IJIM RESPONSIBLE AND LIABLE UNDER 1115 CON IRACf
•
.rr. NO r:3
1. PROVID13 ALL SITE CLEARING, EXCAVAIEON, 1111,, IlACKFILL,
WROUGII, GRADING, SU13- 0RADES AND CO1t1PACIING AS INDICATED
IN 11113 CON IR ACr DOCUMENTS.
2. TREES TO REMAIN AND /OR RELOCATE AS SELIA11 : :D BY OWNER.
SIIALL BE PROIE.CIJiD, AS REQUIRED.
3. TREES TO BE REMOVED SIIALL 131 CU AS DIRECIED BY OWNER. ALL
51113 CLEARING DEBRIS AND [REI3 SLUMPS SIIALL BE REMOVED FROM
1013 SI LE.
4. 11: SIDEWALK IS PROVIDED. 11' SI BE AS DIRECT 13Y "L1113
CORRESPONDING PUBLIC WORKS DEPARIMEN T.
5. COORDINALE W1111 MECHANICAL, ELECTRICAL, AND LANDSCAPING
PLANS FOR WATER LINES, DRAINAGE PIPES, UNDERGROUND
ELECTRICAL CONDUITS IRRIGAIION SYSTEMS AND ANY CONCEALED
INSTALLATION II[Af COULD 1313 DAMAGED.
6. MAINTAIN SI[11 CLEAN 01 CONSIRUCI(ON DEBRIS
1. PROVIDE CERTIFIED SOIL TREAIMENf P111011 TO POURING OF SLAB.
8. REFER I0 SUE PLAN F(R SEWER DISPOSAL. SYSTEM. DRIVEWAYS
GRADING AND FENCING.
PAR rl " rioN
COMMIE OLOCI<
rANDARJ DIMEN: 1019110 M 101 Y3
LANDSCAPE: NOTE S
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r`) ?,1AON;ZY
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PRECA3 r CONC - rE
BRICK
:3 TEFL
; INI'3FIRG `,IOOO
:SLATE
COMPACTED PILL
ROUGH MOOD (r3LO<3KINO)
€3LANKt Ir1.3uLArION
RIGID IN:3ULA(ION
t,10nZ rAuu BED OR ;, rucc(
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GE FAIL .3Y ?,1Uo.-.
ELEVA rION ;3Y1•,IUOL
NOR rN /MOW
LOOFA SYMBOL
$•I11DOW 3'( C.113C4.
ROOM NA?1E on NO. 3YMt3OL
COLUMN AX13 DESK) NArI(Xl
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ATrACHMENr NO.:
AT rACHM EN r#
L RAM NG FILE NO.:
F1LE19(.) -C21
•() ;, 2/96
NO TED
FAMILY ROOM
7.70
h, C---1/Y) o L I MA/ Ft A-
f
14.0'
t3EDROOM
BATHROOM
BATHROOM _
BEDROOM
"sum'
7
21.10'
LIVING ROOM
-4 6
t; l s rS �tr`r
4,2c-=-4
V
b
IANDERS, P,E,
18.40`
18.40'
CONSULTING ENGINEERS
7850 NW 146 STREET, SUITE 509
. #38398
6 -?3-4.4(
(305)823 -3938
MIAMI LAKES, FL 33016
�'I ?J 2 4 alit
1. Demo non - bearing closet # 1 walls in family room and the ceiling
joists above the living room. (No additional demo on this permit)
2. Add new support beam at living room. ;
3. Add new wood knee wall above new s pport baarn to enclose att
space and support roof framing.
4. Re- locate electric receptical j c lose # 1, retOc ce
lighting with hi -hats in the iving rob -- `ce'irng'. • _'_— = – -_
5. Re- locate existing NC unit_in attics ace and roc existing duct
into the new kneewall.
ZONING
SCALE: tVT5
SCOPE OF WORK
DATE: 6- ZC -
3
1
, STRUCTUR,L
ELECTHCA.L
PLIUk
APPR BY:
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vc�= vyi ,./It I ,`' X�r ;Ypg,4492` EGULari3'%S
DRAWING NUMBER
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NI Ls (00 r '—
c`s
WA/A_
aa,
DOUBLE E 2" X 8"
21.10'
5.0'
Airct) WoOD 7<A/6 WILL /
Ec ward A. 1
JP.E. #38398
LANDERS, 411-C"f
CONSULTING ENGINEERS (305)823-3938
7850 NW 146 STREET, SUITE 509 • MIAMI LAKES, FL 33016
Au: D . ti2v)_ ofAtt
■
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(ige
SINGLE 2" X 8"
WALL
OOR
DATE:
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APPROVED BY:
DRAWN BY
REVISED
DRAWING.NUMBER
4',
LAUNDRY
ROOM
;SCI
14.0'
rv.!11wa
BEDROOM o
BATHROOM
BATHROOM
KITCHEN
13.00'
FAMILY ROOM
5
5.25' 0 4
EL 42)
6.0'
\ (rqs' )o
TRIPLE 2" X 8" SUPPORTING BEAM
��� 7 2 t C/3-(_ �•'t-4 /
6.0' t 3 r 6.0'
4 "X 4" METAL I BEAM
21.10'
LIVING ROOM
PORCH
{
0
E c wa rc A.
LAN DERS P.E,
CONSULTING ENGINEERS (305)823 -3938
7850 NW 146 STREET, SUITE 509 • MIAMI LAKES, FL 33016
f fe A -el' ,) -1*fJ ? 7 S / Ef
4:15 / /
/4-1/1,1. r y7 t :1.7/91— •e
Ct
SCALE: /NJ 7S
DATE:
3 S NE ? »
(fl
APPROVED BY:
DRAWN BY
REVISED
DRAWING NUMBER
SK-
FAMILY ROOM 3'
/4 c C H /V/ C.1-t POrnJ
(
Ni?"5
Ecwarc A.
LANDERS, P,E,
CONSULTING ENGINEERS
7850 NW 146 STREET, SUITE 509 •
PE. #38398
(305)823 -3938
MIAMI LAKES, FL 33016
SCALE:
DATE: 6 -2Z-Cy
- c7 `u° 5 772 7
APPROVED BY:
DRAWN BY
REVISED
DRAWING NUMBER
t�XiSrl Ulo�O
F
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1
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b
18.40'
18.4U
E. X38398
Ecwarc A.
LANDERS P,E, CoNSJJ NG ENGIN ENGINEERS (305)823 -3938
7850 NW 146 STREET, SUITE 509 • MIAMI LAKES, FL 33016
SCOPE OF WORK
1. Demo non - bearing closet # 1 walls in family room and the ceiling
joists above the living room. (No additional demo on this permit)
2. Add new support beam at living room.
3. Add new wood knee wall above new support beam to enclose attic
space and support roof framing.
4. Re- locate electric receptical in closet # 1, relocate existing ceiling
lighting with hi -hats in the living room ceiling.
5. Re- locate existing NC unit in attic space and move existing duct
into the new kneewall.
n ,:;(/-s, (ls{2s. '/ 4 . & L
SCALE: NT s
DATE: - a6 - o+
APPROVED BY:
pzA-A/
DRAWN BY
REVISED
DRAWING NUMBER
-ca
SKI
DOUBLE 2" X 8"
21.10'
17 4: s�
lS'1NIEs reoor `1
Ec
NE) wooD / <AJ WILL cl /6
Nix
ward A.
LANDERS,PSE.
CONSULTING ENGINEERS
7850 NW M6 STREET, SUITE 509 •
ra t hEAJ s<S‘t i) 2il U1Ptt L
to OtJ i P
(ige ( A)
SINGLE 2" X 8"
GX� N (,
1+4— WALL
OOR
P . #38398
(305)823 -3938
MIAMI LAKES, FL 33016
Exis (of
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SCALE: /ITS
DATE: Gj - CZ -t2e¢
APPROVED BY:
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CONSULTING ENGINEERS
7850 NW 146 STREET, SUITE 509 • MIAMI LAKES, FL 33016
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FAMILY ROOM
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PE. #38398
(305)823 -3938
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LANDERS, P,E,
CONSULTING ENGINEERS
PE. #38398
(305)823 -3938
7850 NW 146 STREET, SUITE 509 • MIAMI LAKES, FL 33016
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DRAWING NUMBER
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GENERAL STRUCTURAL NOTES
1. General
A. The Contractor shall field check all dimensions on the structural drawings and verify same on the
architectural set. Architectural details such as; stab depressions, waterproofing, curbs,
mechanical openings, fascia framing and bracing shall be installed as shown on the
architectural set.
R. The Contractor shall be reasonable for shoring and bracing to ensure safe working conditions at
all times. All construction shall conform to the . Florida Building Code.
2. Concrete
A. All cast -in -place concrete in this job shall attain a minimum compressive strength (rc) at 28 days
of 570C0p.s.t.
A
13. Concrete work shall conform to all requirements of ACI 301 -72" specifications for structural
concrete for building.
3. Reinforcing Steel:
A. Reinforcing steel shall be detailed and placed in accordance with ACI 318 -83.
iii. Reinforcing steel shall be deformed bars conforming to ASTM A 615 grade 60, unless otherwise
noted.
C. All welded wire fabric shall conform to ASTM A 185.
p. Reinforcing to be securely in position with standard accessories during placing of concrete.
F. All bottom bars shall bear 6" minimum over supports.
4. Minimum t✓oncrcte Oyer 12elnforcing: Minimum Clear Cover. In.
A. Concrete against and permanently exposed to earth
(unformed faces) 3
0. Concrete exposed to earth or weather
(formed faces):
a. 16 bars and larger 2
b. 15 tars and smaller 1 12
C. Not exposed to weather or in contact with ground
a. Structural slabs & walls
b. Beams and Columns
(Primary reinforcement, ties stinups & spirals)
c. Slabs on &rade
314
1 1/2
1 1/2
S. h1<asopry:
A. Iiol.low concrete masonry units shall be of a quality of at least equal to that required by ASTM
C90 'standard specifications for hollow load bearing concrete masonry units.
0. All mortar shall comply with the property and proportion specifications of ASTM C270. Except
that stag cements shalt not be used. Mortar for exterior walls shall be type M. For interior load
bearing wails the mortar shall be type M or S. For interior walls above grade and not supporting
loads the mortar shall be type M, S, or N. )
C. Whenever anchor bolts are to be set in masonry. Two cells at the setting location shall be filled
with concrete.
S.tructural Steel
r�. Structural kteet wor shall comply with AISC'specifications for the design, fabrications and
erections for buildings" as it appears on the manual of steel construction, latest edition.
13. Structural steel shapes, bars' plates and pipes shall conform to ASTM A36, fY =36 KSI.
C. Structural steel tubing shall confonn to ASTM A46, FY= 46 KSI.
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Owner's Name and Address ��� �•.�
Permit N
Disappro° d
(Signed)
.P
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR GUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
4
No. /'f'k Street AV.bV 1
Registered Architect and /or Engineer Al 3 ,1 / : 1- 1,4 1% 1 :Y F )
Name and address of licensed contractor w'`' % -'. ,.1 r`
Location and legal description of lot to be built on:
4-
Lot 1 S' r e � � Block. , I. , Subdix' ion ,tip . � S � c r .
Street and Number where work is to be done / C ` - �" �"� �T
State work to be done and purpose of building (by floors)___;_) 11-x!- t_Cs. : t% 1 t_`( e S 1 () r . )c : c,
and for no other purpose.
New Budding Remodeling Addition Repairs No. of Stories /
To be constructed of__Ce 1 Kind of foundation G ? s . 1• •, Roof $ - r1 ..
Estimated Total cost of improvements $ 1'1 00 D Amount of Permit ' 1 ,3
Distance to next nearest building /2 4.`--' ' ' ••'• 1 '
, Size of Building Lot P p ?
Maximum live load to be borne by each floor /I 0 1
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an einployer
of labor under the Florida Workmen's Compensation Act, being Section 5906, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be(performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed) / /.'(� 47 • _ /'t .. v r .� � ?if
STATE OF FLORIDA,
COUNTY OF DADE. SS.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Date__ t\
__ Date
Building Inspector
Date
G-'
Read, Sworn to and Subscribed before me.
2 -t
,19
to me well known,
Notary Public, State of Florida
My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
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