815 NE 99 St (15)PLANNING BOARD AGENDA OF NWLY 194 ITEM NO. 4-
Name of Owner /Appl i cant -.7,' 4,,k vAP;`iwes Phone No. 7 tC
Address of Property, and /or Legal Description 41'6 i• qrf J"I�
Nature of Request ki c9 c> 14•1,t4 R- V-1-NT .00 WOO
Present Zoning 00'0
Area of Present Building 10,t1
Area with Proposed Addition 2 (cDt 414-4
Parking Spaces Provided
Parking Spaces Required with Addition
Setbacks as per Code
Setbacks Provided
Variances /
0% •0- '3h) 4 hiLOWNS% -*
Council Action Required
Date of Applicant Notification
Planning Board Action
Council Action
iami mfliores9 llage
F L 0 R 1 0 A
Director of Building and Zoning
D *
CAL LOAID
Ar) D -"e) etc' r, -r 1 J 6
3Gco ;L r2 3v /6.7 4 b
LLees, 6-cAJ77" 72' irrfct.b, /S r/Aj,.
,vie, A Di trio ,)
GENERAL NOTES
1 CONTRACTOR SHALL VERIFY ALL DIMENSION AND CONDITIONS ABOVE AND
BELOW GRADE BEFORE PROCEEDING WITH WORK
2 CONTRACTOR SHALL CLEAN THE JOB SITE OF ALL' CONSTRUCTION OEBRI
INSIDE AND OUTSIDE OF JOB
3 PLUMBING FIXTURES SHALL BE AMERICAN STANDARD CADET WITH COLONY
TRIM OR AS SELECTED BY OWNER
4 SANITARY PIPES IN BUILDING SHALL BE CAST IRON OR COPPER. MINIMUM
PITCH OF SANITARY PIPING SHALL BE V8' PER FOOT
0 ALL WATER PIPING BELOW GRADE SHALL BE TYPE K COPPER AND ABOVE
GRADE TYPE ' L ' ALT. GALV USE DIELECTRIC UNIONS ON COPPER PIPES
AIR CHAMBER SHALL BE INSTALLED ON ALL WATER PIPING SERVICE SUPPLY
LINES. VOLUME SHALL NOT BE LESS THEN 12 IN. LENGTH AND SHALL BE
ONE SIZE LARGER THAN THE LINE IT SERVES.
7 CLEANOUTS OUTSIDE OF BUILDING SHALL BE BROUGHT FLUSH WITH SHE
FINISH GRADE. CLEANOUTS WITHIN THE BUILDING SHALL BE ACCESSIBLE
WHEN CLEANOUTS HAVE TO BE LOCATED IN A FINISHED AREA. THEY
SHALL HAVE A CHROME PLATE COVER.
WINDOW SCHEDULE
FRAME
Q t-{
S17( ( ANC NOTES
H t Ex1'ir&
ri
FINISH
$ ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE
OF 300 LEIS. APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH
RESISTANCE STANDARDS SET FORTH IN SECTION 0102 OF THE SOUTH FL.
BUILDING CODE.
9 ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED
WITH MINIMUM OF 0000 POSSIBLE • KEY CHANGES OR LOCKING COMBINATIONS. IF
KEY -IN- THE -KNOB LOCK 13 USED, THERE SHALL BE AN AUXILARY SINGLE DEAD
BOLT OR INSERTS.
10 THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LACK
AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS, THE INACTIVE LEAF OF
THESE PAIR OF DOORS SHALL HAVE MULTIPLE - POINT LOCKS WITH 0/8" MIN.
THROW BOLTS.
1 1 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, SILL, HEAD OR MEETING MULLIONS. THESE DOORS SHALL BE
REINFORCED IN THE STRIKE ANO LOCK AREA TO MAINTAIN BOLT STRENGTH
EFFECTIVENESS IF NECESSARY, AND SUCH DOORS SHALL HAVE NO SKREWS
REMOVABLE FROM OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM
THE OUTSIDE.
12 OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE
LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLTS, OR BOLTS WITH
INSERTS ENGAGING AT LEAST TWO OPPOSIT POINTS A MIN. 0/S ". OTHER LOCK-
ING DEVICES SHALL NOT BE REQUIRED SUCH DOORS ARE CONTROLLED AND
LOCKED BY ELECTRIC POWER.
13 HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON- EXPOSED SCREWS
14 JAMB OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE RABBETTED
OR OF SIMULAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE
STRIKE PLATE AND THE INTEGRATY OF LOCKS AND LATCHES.
10 SINGLE , SWINGING, EXTERIOR DOORS, IF WOOD, SHALL BE SOLID CORE OF NOT
LESS THAN 1 - 3/4" THICK.
16 GLASS EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NAT STAND-
ARDS INSTITUTES Z 91.I
17 VISION PANELS IN EXTERIOR DOORS, OTHER THEN GLAZING WITHIN 40' OF THE
INSIDE LOCKING ACTIVATING DEVICE OF LOCKS AND SWINGING GLASS DOORS
SHALL COMPLY WITH THE AMERICAN NAT'L STANDARD INSTITUTES Z97.1
1 $ SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED
SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED
POSITION AND. SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MFG RS
ASSOC. STANDARD FOR FORCED ENTRY RESISTANCE. AAMA 1303.3
1, VENTS IN OVERHEAD GARAGE TYPE 000RS SHALL NOT BE INSTALLED CLOSER THAN
40' TO THE INSIDE LOCK ACTIVATING DEVICE.
20 SINGLE SWING EXTERIOR AND SWING DOORS CONNECTING LIVING AREAS WITH
GARAGE AREAS SHALL BE SECURED WITH A LATCH AND A SINGLE DEAD BOLT
WITH A ONE INCH MIN. THROW OR A COMBINATION OF DEAD LATCH AND DEA10
BOLT SETS WITH LATCH THROW A MIN. OF I/2" AND BOLTS HAVING A 1" MIN
THROW. DOORS SHALL BE AT LEAST I- 3/4' THICK
21 FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A SCOPE OR VISIOIN
PANELS.
.c H DULE
22 WINDOWS TO BE WITH PRODUCTS CONTROL APPROVAL
(WINDOWS) (DOORS )
23 GLAZING SEE WINDOW SCHEDULE
24 HARDWARE SHALL BE AT LEAST STANDARD GRADE, FINISH AND TYPE. IIETAIL
NUMERS AND DESIG, SIGNS ARE TO BE SELECTED BY OWNER.
25 ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE • •AND SOUTH FLORIDA ELECTRICAL AND ALL LOCAL RULES
AND ORDINANCES
26 ALL KITCHEN CABINETS AND VANITIES SHALL BE PLASTIC LAMINATED INSIDIE
AND OUTSIDE , KITCHEN BACK SPLASH SHALL BE 4', VANITY BACK SPLASH SHALIL
BE 6' OR AS SELECTED BY OWNER.
27 PAINT ALL MASONRY SURFACES EXCEPT MARBLETITE WITH TWO COATS OIF
ACRYLIC EMULSION BASE PAINT. WOODWORK AND ALL TRIM EXCEPT PREFINISHI-
ED SURFACES SHALL HAVE TWO COATS ACRYLIC EMULSION BASE ENAMEL OfR
STAIN
2 e CONTRACTOR SHALL SU®MT SHOP DRAWING OF TRUSSES FOR APPROVAL PRIOR TO FAIR.
CONTRACTOR SHALL SUBMIT SHOP DRAWING OF PRECAST ANO PRESTRESSED MEMBERS
FOR APPROVAL PRIOR TO FABRICATION.
29 ALL REINFORCING STEEL SHALL BE A. S. T. M. A- 615- 60.
30 ALL CONC. SHALL DEVELOPE A MINIMUM COMPRESSIVE STRENGTH AS DESIGNATED ON
28 DAYS, FOOTINGS, TIE BEAMS, COLUMNS, CONC. STAIRS AND POUR- NPLACE. SON
SLABS, 3300 P.S.I. CONC. RIBBONS, SLAB - ON- FILL AND WALKS 2000 PS.41.
31 ALL COL. SHALL BE 13"X 12 CONC. TIE COL. WITH 4 CONTS. WITH 6 2 TIE
AT 10' 0/C OR t2' X 12" CONC. TIE COL. WITH 4 1 6 CONTS. WITH "2 TIES AT 10
0/C OR 6'k 8" STARTER COLUMN$ WITH 2'0 CONTS.
WALLS
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J. Bennett
R:. is erea Engineer X14
Registered Surveyor #46
3TA` g OF FLORIDA.
Order #21530
F. a. ►# 1042 -26
WE HEREBY
desoribed
belie. as
• there are
CERTIFY:
property 1
recently a
no enaroao
SKETCH OF 3U VZY
Lot 14 and the Eaet half of Lot 13, Dlook 169, MIAMI SHORES SECTION d,
auoording to the plat thereof recorded in plat Book 14 at Page 33 of
the Publio Reoorde of Dade County, Florida,,
For
Julius. Gaines and T. Donovan
BI SCAYNE ENGINEERING COMPANY
01,11 Engineers •
Miami Florida
June let, 1 953.
Scales ehown
That the attaohed "SKETCH OF SURVEY" of the above
etrue,and.00rreot to the beat of our knowledge and
urveyed and platted under our direotion; also that
hmenta unless shown thereon.
mnaler
1
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