PLANSIr
i LGCATiON MAP
SCALE :
SKETCH OF SURV_3Y
SURVEY of Lot 2, Block 1, o± "GORDON STORES ", according to the Plat
thereof recorded In Plat Book 45 at Page 3 or the Public Records of
Dade County, Florida, being situated in the Village of Miami Shores.
ORDER NO. 10265 DATE: October 9, 1992
Field Look T389 - Pge.43 -46 SCALE: As shown
WE HERESY CERTIFY: that the- attachec SKETCH OF SURVEY is true and
correct to the best of our knowledge and belies as surveyed and
platted under our direction in October, 1992.. We further certify
that this survey complies with the Minimum Technical Standards for
Land Surveying in the State of Florida, Chapter 472 of Florida Statutes.
A.R. ^_OUSSAJ T & ASSOCIATES INC.
LAND SURVEYORS
620 N.E. 125 Street, North Miami, Florida
Ey.: C. V. Pres.
HOWARD C. G.1I.'BLE
Registered Land Surveyor No. 1683
State of Florida
SURVEWOR' S MOTE.
Elevations shown hereon refer to Kational Vertical Datum of 1929,
!Sean Sea T.eYel
FLOOD INSURANCE DATA: COMMUNITY NO. 125098. 0093. F. FIRM DATE 11 -4 -87. ZONE
1726'
0.10'CL.
1125'
10.0'
L.
o
0.03'
FD. OIL
ED. I.P.
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1.7' CONC. G.& C.
100,00
KETCH Of SURVEY L
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BEAMS SPACINGS & SPANS WITHIN DARKENED AREA CAN BE ATTACHED TO THE FASCIA USING 4 1 38B. 3SB. 6Le1, & 7181 SHALL NOT .
THE FASCIA OR GUTTER CONNECTION DETAILS SHOWN ON THIS SHEET. IA I USED FOR MANSARD ROOFS
11111111 5 • +� �7 -�~ 1ih'� i, ,0 T....
NEARING WALLS = COLUMNS WN,CH Rl 1VE' SEAO1 CLEAR NOWT m DISTANCE MOM SI AS TO . • • OF moor awal
•�' NOTE: _8LB & 918 BEAMS TO BE USED WITH 4SB.4LB & 6LB COLUMNS ONLY
COLUMN SCHEDULE (NON BEARING WALLS)
Nos BEARIwa WALLS is COLUMNS WMIGN M EN* 2x3 PUIILII14
CLEAR HEIGHT a DJSTANCE FROM SLAM TO BOTTOM OF 1100p PURLIIS
• SECTION
2 BB.CONNECTION_TO:
BEAM.OR COLUMN
PLAN OR ELEVATION
ALTERNATE 2BB CONNECT N
TO. BEAM OR .COLUMN_
BEAM SCHEOULE
COLUMN SCHEDULE (BEARING WALLS]
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Fx 5Th 1l..f'rER
OR TR u�sS
(SECTION)
ALUM. A L am' >}s
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SUPER-GUTTER
COMPONENTS • N.T.S•
EXTRUDED ALUMINUM)
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FASCIA CONNECTION DETAIL
T.& (MANSARD & FLAT g,QOFS),
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• _ . .•4SPACED r O.C. VERTICALLY
INETWEEN THEMSELVES. AND 1' PAR F110M EITHER TOP OR BOTTQM LINIL`SSF FASCIA, t
ITHIS REINFORCEMENT S/Mir, , K DONE PRIOR TO THE INSTM&ATION pp TNIII ROOF glIAML
!VSE 2 -$ /A"s X 5'. LONG L/44 DOLTS., EACH SIDE SPACED r? O.C. VERTICALLY FOA r ara ,k‘ra,S*,
Ea USE 1 -air• x e' LONG LSD BOLT. EACH slDE, FOR REST,.OF CAMS,.'
Weir LAO DOLT SHALL BR L(, AT[D 1 V2' FROM THE TQP.GIVIOMIGN wataeilAWOMUst00.1
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PERIMETER MEMBER
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PIMP TO FOOTING ANCHORAGE '
LAP BEAM (LB)
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•T 4UNDER ecoL•';' a 16.o. c,
rrrrwe N GA.*.
forotsvE
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TioNSUTAPIIY AREA m BKAM SPAN /2 x COL SPACING
41• 1 .. •� Y • ,
`v a , k ► . GENERAL NOTES:
•
. ,)1. THIS DRAWING HAS BEEN PREPARED USING THE SOUTH FLORIDA
BUILDING CODE, 1988 EDITION AND THE SOUTH FLORIDA
BUILDING CODE, 1990 BROWARD COUNTY EDITION AND MEETS ALL
THE REQUIREMENTS RELATING TO THIS TYPE OF ALUMINUM
STRUCTURE.
•
2. Design wind loads*
Walls: 23 psf in, and out
Roofst 7 pet up and down
Deflection Limit: Span In inch. /do
:L Screen fabric openings shall be 60% or greater
4.: All aluminum extrusions shall be as shown on this drawing.
• Aluminum thlckness shall be v•m1s" minimum with standard
tolerances in accordance with the "Aluminum Standards and
Data, 1988 edition ", by the Aluminum Association
Incorporated, Washington, D.C.
3. All alum*nrm extrusions shall be 6463 -T6 alley unless other -
(*I se noted.
�. All bolts shall be 2024 -T4 aluminum alloy, •1ectro-
galvans zed st., , hot dipped galvanised steel, 200 series
stainless steel.
7. All screw shall be 2024 -T4 Aluminum alloy or 300 series
stainless st.el • '
111 All expansion anchors shall be galvanized or stainless steel
''Red Head' sleeve anchors or equivalent strength
t 1 't/Kx+derbolts•. Anchors shall penetrait• the concrete
ooting • minimum of 1• in addition to
'2 # si thickness of any finish material applied penetrating the slab. rating the
..
!. (.onsets to develop • minimum compressive strength, after 28
days, of 2500 psi. Concrete mixture and placement to comply
with the provisions of 'the A.C. 1. , current edi t i o,,
10. Reinforcing steel shall be A.S.T.M. A -613, grade 60
designation. Welded wire fabric shall comply with A.B.T.M.
A-185 designation.
11. The maximum overhang shall be 2' -O ". Should overhang exceed
this value, its structural adequacy shall be verified by a
professional engineer. Wood fascia shall have a nominal
thickness of 2" and shall be in a sound structural
condition.
12. Door • 1 Etches for screen enclosures shall be 5' -6" above the
threshold and what 1 be self closing.
12. . Electrical service drop conductors or other overhead wiring
'shall not be installed over any part of any screen
enclosure.
14. Any metallic enclosure within 3'-O" of the interior wall of
swiebing pool shall be electrically bonded and suitably
grounded in accordance with N.E.C.
15. Minimum soil bearing pressure shall be 2000 pat.
16.' Cables shall be stainless steel and shall have a minimum
tensile capacity of 1200 pounds.
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GUTTER CONNECTION DETAIL (MANSARD & FLAT ROOFS)
KT.$, ,NOTE GUTTER CAN 8E INSTALLED BACKWARDS
,FOLLOWING THE SAME DETAIL AS SHOWN ABOVE,
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TRIBUTARY AREA = BEAM SPAN /2x COL SPACING
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APPROVED AS CMOPLYNG WITH THE "''
SOUTH FLORIDA BUILDING CODE
DATE Az.V. 19 4
BY
PRO • UC i CONTROL DIVISION
BUILDING C.:D.c COMPUANC£ OFF CE
AC.:EPTANCE NQ 9l" o Z-
- ! L" AL.
F ? '.JA L AC L*SrS• 714•64`4 bC
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TYPICAL FLAT ROOF ELEVATION
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TYPICAL FLAT ROOF ISOMETRIC
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N.T.S.
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TYPICAL DOME ROOF ISOMETRIC
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TYPICAL ROOF BRACING PLANS FOR BEAM SPAN & END CONDITION
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_ NOTE THIS SPLICE SHALL SE LOCATED 4 MAX. WON $ T MAX CPO,! AIL 7t L SIM ♦ N.l
'FROM THE FRONT SEAMNQ WALL COLUMNS.
,MANSARD ROOF BEAM SPLICE DETAIL
3AS' =O' -1 (INT RI • PLATE
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APPROVED AS CMOPLYNG WITH THE
SOUTH FLORIDA BUILDING CODE
DATE 19 ` � f
BY /L1t- <-
PrtODUC 1 CCNTROL DIVISION
'Iat -.r'.;
CE
BUk DING C..D � COMPLIANCE OF CE FL y
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DETAIL NO. 1
A' 1 3 1994
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N.T.S.
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IF DISTANCE IS EXCEEDED. LOCATE ADDITIONAL 2x2•
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P 6TER.
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APPROVE') AS CMOPLYNG WITH THE "-
SOUTH icLORIDA BUILDING CODE
DATE 'rfr 3 19 (4
BY ( e ; ,CC�� -� .,• �, `�_
Pr?ODUC1 CONTROL DIVISION
�UILUING C..D. MPUANCE CE
AC.:EP1AMCE NO• CO `i!�_ 7�" OFF
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DADE COUNTY PRODUCT APPROVAL NO.
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DATE 'rfr 3 19 (4
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POOL ENCLOSURE
DADE COUNTY PRODUCT APPROVAL NO.
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TY*t 1 ATTACHMENT
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VCl CGNTROLDWASION
BUILDING C.D.: COMPLIANCE OFF CQ
ACaPTA$C£ NO. ?/-- °
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DETAIL NO 3 ».TAL
APPROVED AS CMOPLYNG WITH THE ..
SOUTH FLORIDA BLINDING CODE
DATE - . 19 9
BY
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N. E.
1
100'
3
100'
N. E. 100
LOCATION MAP
. SCALE : I"— 100'
SKETCH OP SURVEY
101
ORDER NO. 10265 DATE: October 9, 1992
Field Book T389 - Pge.43 -46 SCALE: As shown
A.R. ^_OUSSAINT u ASSOCIATES INC.
LAND SURVEYORS
620 N.E. 126 Street, North Miami, Florida
HOWARD C. GAMBLE
33LE
Registered Land Surveyor No. 1683
State of Florida
V. Pres.
ST,
I)
10
b 7
100' 130'
ST. "'
SURVEY of Lot 2, Block 1, of "GORDON SEORES ", according to the Plat
thereof recorded In Plat Book 45 at Page 3 of the Public Records of
Dade County, Florida, being situated in the Village of Viami = cores.
WE RERE3Y CERTIFY: that the.attachec SKETCH OF SURVEY is true and
correct to the best of our knowledge and belief as surveyed and
platted under our direction in October, 1992. -1e further certify
that this survey complies with the Ainimum Technical Standards for
Land Surveying in the State of Florida, Chapter 472 of Florida Statutes.
SURVE0OR'S NOTE:
Elevations shown hereon refer to 2,'ational Vertical Datum of 1929, Mean Sea Leyel
FLOOD INSURAXCE DATA: COMMUNITY NO. 125098, 0093, F, FIRM DATE IL -4 -81. ZONE 'X'
0.10'CL.
ED, LP.
r 20' ASPHALT PAVEMENT J
,KETCH Of SURVEY
SCALE : 1 "— 20'
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(ExrEND o./EQ.. FT&.)
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EA.. Co1ZNER
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`CERT:MAT ON: i Hereby cerly that
the Survey of the property described
hereon is true and correct - to thc:
best of my knowledge and belief as
recently surveyed under my directiod
and that there are nc encroachmen%
uni < , hown or nt
Reg. rveyor No. 1015 State of Florida
AUGUST DE Wi:r KLER
CiVfl ENGiRtER
NiORTI$ 444AM4. f:.G4i0A
LQT12 I
ac t4.. QQ.ES
L.L.46E- .03 tvildb■t•441 .44017—C=5
According to Flat Book 45 P ogo GI'
the Puhitc Records of Dada County, Rai.
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