6285 SW 70 ST EB-92-104-001 ---- _-----_-_--_--
yQ2 C, K
M3%r=3CX:3 ov
INTRUSION AND DUrZGLAnY SECURITY GENERAL NOT=E LEGAL DESCRIPTION ',
1 . ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE 1 . Work shall include all items (building and site) indicated on these Lot 6, less the East 35 feet, all of Lot 7, and the
OF 300 LES. APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH drawings, unless otherwise noted (U.O.N. ) . East 16 feet of Lots. 8 and 9; and the East 16 feeW
RESISTANCE STANDARDS SET FORTH IN S.F.B.C.
2. All work shall be performed in the beat st'andarda of workmanship and of the South 26 feet-of Lot 10 ; all in SlocV5 , of
2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY shall, be in accordance with any and all national, state, county, and municipal COCOPLUM TERRACE,. ,according; to the Plat thereof V as
' Page -4 , of, the Publiq,
OPERATED FROM EXTERIOR WITH A MIN. OF 6000 POSSIBLE KEY CHANGES codes, rules regulations and restrictions having jurisdiction. > r6yorded in Plat Book a:t,
LOCKING COMBINATIONS. IF KEY-IN-THE-KNOB-LOCK IS USED THERE SHALL 'Recolds of bad'e County, Florida. ,
BE AN AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 3. Contractor shall verify all dimensions and field conditions prior to
construction. . Architect shall be notified in writing of any discrepancies, P
3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME errors, omissions, and/or any deviations from piano prior to proceeding with A
LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING: DOORS. THE INACTIVE work in question. Written dimensions take precedence over scaled diriensionn.
_)T
LEAF OF THESE PAIRS OF DOORS SHALL HAV7E MULTIPLE POINT LOCKS WITH
5/8" 14111- THROW BOLTS WITH INSERTS. 4. Shop drawinga "shall be submitted for architect's review on the following
items:
4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD I Trusses 6 Windows 5, U,
'I EXTERIOR AT j,5
13OLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE FRO, 2 Structural- 7 skylight/
THE JAHB, HEAD, SILL OR AT MEETING MULLIONS. THESE DOORS SHALL BE Connections Grechouse Z
REINFORCED 114 THE STRIKE AND LOCK AREA TO MAINTAIN BOLT STRENGTH 3 Stairs 8 Screen Enclosure -
EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS SHALL HAVE NO SCREIIS 7 17 --------
4 Doors 9
REMOVABLE FROM OUTSIDE WHICH WOULD FACILITATE READY ENTRY FROM 5 A/C 10
OUTSIDE. IN,
7
5. General contractor shall maintain temporary electrical, watorV and 4 ' 6o 5
N
5. OVE$qIEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR sanitary facilities for the I duration of construction. LI\ Is
BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLTS OR BOLTS WITH 0
INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS (A MIN. OF SO"). 6. Deposits for utilities including water motor, telephone, and electrical
OTHER LOCKING DEVICES SHALL NOT BE REQUIRED WHERE SUCH DOORS ARE service shall be made by the general contractor. Permit fees, as required, 70 iti 11=' 7.
CONTROLLED AND LOCKED BY ELECTRIC POWER. shall be paid by the contractor for that portion of the work.
6. HINGES Oil EXTERIOR OUT SWINGIN#G DOORS SHALL HAVE NON-RE144OVABLE 7. All operating windows and sliding glans doors shall be provided With
PINS. vinyl insect screens; glazing to be in Is tinted
and
leas� glans. All sliding glans -so ME'] CH
5 __PW a
doors and operable & f ifed glan �6 ova finish floor shall be OCAT Mm 3
7. JAMBS OF ALL EXTERIOR OFFSET TYPE IN-SWING DOORS TO BE RABBETTED tempered-safety glass. Sliding glans doors and window to be manufactured
OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE by:
EAA
STRIKE AND MAINTAIN THE INTEGRITY OF LOCKS AND LATCHES.
8. Test soil borings shall be taken and paid for by the general contractor
8. SINGLE SWINGING EXTERIOR DOORS SHALL BE SOLID CORE OF NOT LESS U�0.N.
THAN 1 3/8" THICK.
9. Site Work: scrape slab area clear of all organic materinl and fill with eilD
9. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL clean sand to elevation of bottom of slab. Surface material can be used
STANDARDS INSTITUTE*S STANDARDS (A.N.S.I. ) 297.1 as site fill.
COW
4 w; 601 A:
8"
10. VISION PANELS 114 EXTERIOR DOOORS OTHER THAN GLAZING WITHIN 10. All footings designed for _j?0Ljt2y? P.S.F. soil bearing. Contractor
OF THE INSIDE LOCKING ACTIVATING DEVICE OR LOOSE AND SWINGING DOORS to notify architect in writing prior to foundation work if soil conditions
SHALL COMPLY WIT13 AMERICAN NATIONAL STANDARDS INSTITUTE'S STANDARDS are found to be unsuitable to obtain desired bearing.
(A.N.S.I. ) 297.1 .
V oil
11 . Any additional fill placed on the building pad area shall be compacted
11 . SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED to a minimum density of 981 of the T-180 modified proctor test. The area
SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN 11; THE LOCKED of the bottom of the footing to be compacted prior to placement of steel, CO
POSITION AND SO AS TO COMPLY WITH THE ARCHTITECTURAL ALUMINUM HFGS. with a vibratory compactor to Insure uniform density beneath the footings.
ASSOC. STANDARDS FOR FORCED ENTRY RESISTANCE. (AAMA 1303.3) Density tests shall be taken in the footing area, prior to placement of steel.
A minimum density of 98% of the T-180 modified proctor shall be achieved LL1
12. VENTS 11; OVERHEAD GARAGE-TYPE DOORS SHALL 140T BE ITISTALLEDICLOSER in all footing areas.
THAN 40" TO THE INSIDE LOCK ACTIVATING DEVICE. LIJ
cc
12. Concrete obb : 4" thick concrete w/ 6"X6" X 10110 W.W.M. wl thickened
13. SINGLE SWING EXTERIOR AND SWING DOORS CONtfECTING LIVING; AREAS slab edge to 808" w/ 1-05 / rebar continuous. (pattern by owner) II.O.H. :-:7-
Al now
GARAGE AREAS SHALL BE A MINIMUM 1 318" THICK SOLID CORE AND
WITH
SHALL BE SECURED WITH A LATCH AND SINGLE DEAD BOLT WITH 1 INCH MINIMUM 13. All planter walls which are also exterior Walls of the main house shall
-C
THROW OR A COMBINATION OF DEAD BOLT SETS WITH LATCH THROW A MIN. be waterproofed from 6" below top of the planter Wall to 2" below the adjacent -it
OF 1/2" AND BOLTS HAVING A MIN OF In THROW. interior f loor. All planters on upper foor docks shall . have a galvanized
metal liner (water-tight) with 2" PVC drain to exterior waste water system.
WITH A DOOR SCOPE
14. FIZONT MAIN ENTRANCE DOORS SHALL BE PR04IDED
OR VIS I-ON PANELS. 14. General contractor shall remove all construction debris from the Job NO,
site and leave the building broo6-clban. All glass shall be thoroughly
cleaned at completion of construction. Any . paint specks and other r=
W
construction marks shall'be removed from all finished surfaces.
15. All work shall conform to the South Florida Building Code.
cc,-
C\1
Ir-
TO
ZONING LEGEND
STRUCTURAL r.OTES Single Family & Mi�;ex
Icy �c
1 . The contractor shall field check all dimensions on the structural Ai
drawings and verify same on the architectural set. Architectural ZONING
details such as slab depressions, slopes, waterproofing, curbs,
mechanical openings, fascia framing and bracing shall be installed Heiqht (to ridge of roof) : CA VA,-o! J;!�.'J,q.-*
as shown on the architectural set. Net Land Area: 04
Imt Coverage (everything under roof ) :
The Contractor shall be responsible for shoring and bracing to ensure 2.
SETBACKS: Front: t:�> C:�
safe working conditions at all times.
Side:
Side (Street) : Un
pressure of 2,000 p.s.f. Rear:
2. Foundations have been designed ,for an allowable soil bearing
L I--, ri 4 65 1 F: L,A7 0
ELEVATION: Crown of Road:
CONCRETE Dade County Flood Criteria- A
Federal Flood Criteria:
compressive stre C14
Ln
A. All cast in place concrete in this job shall attain a minimum Proposed Finish Floor:
ngth (f'c) at 28 days of 3,000 p.s.i.
S. Concrete work shall conform to all requirements of ACI 301-72 Site to be filled to County flood criteria elevation
"specifications for structural concrete for buildings". N.G.V0. or an elevation no less than the highest rn
approved crown elevation of the road abutting the
0
REINFORCING STEEL property,
>
to be graded so as to
Area adjacent to lake or canal
A. Reinforcing steel shall be detailed and placed in accordance 14"
VJ
with ACI 316-83. prevent direct overland dischar(le of 9tormwater into
lake or canal .
B. Reinforcing steel shall be deformed bars conforming to ASTM A
Lot will be graded so as to prevent direct overland
J
615 grade 60, unless otherwise noted (u.o.n.). discharge of stormwater onto adjncent property. CC:
Applicant will provide certification prior to final
C. All welded wire fabric shall conform to ASTH A 185. inspection.
21
ndard
D. Reinforcing to be held securely in position with sta
accessories during placing of concrete.
14WEST FINTSHEn FIMOR ELEVATION
E. All bottom bars shall bear 6 ' minimum over supports. ( including bnsvmvnt)
DTSTRICT ELEVATION ul
MINIMUM CONCRETE OVER REINFORCING QLT__�
co',�- _7
VITY FIPOD CRITERIA
A. Concrete against and permanently exposed to earth (unformed CRtMN (W ROAD
faces) : T -TY2 f2-a!p,jwk i N
S. (""HR CT I(
3 inches minimum clear cover.
HANKS
B. Concrete exposed to earth or weather (formed faces) :
96 bars and larger 2 inches minimum clear cover PROPOSEDA
05 bars and smaller 11 inches minimum clear cover.
STRUCTURAL STEEL
InWEST PWOOR AS MIN FIJIVATION SURVEY H; RELM11HIN)
BEFIME MAKING ANY 1HYPVCTION Al"M 1A)WE!N* FJAAM�
A. Structural steel work shall comply with AISC "specifications -Z
for the design, fabrication and erection of structural steel for *SHALL BE MWES AMWE FINIS"E" GRAON'
action, eigth
buildings", as it appears on the manual of steel constr
eddition. <-----------
L
B. Structural steel shapes, bars and plates shall conform to ASTM ANY APPLICABLE RESOLUTION:
A36, Fy 36 KSI.
MASONRY NOTICE: In additt"i to t1n, requirements of this permit, there
may be additional rentriclitmis applicable to this
property that may kre found In the Public Records of
A. Hollow concrete masonry units shall be of a quality at least this County. Section 5S3.79( 10) , Florida Statutes, OCALpt A
equal to that required by ASTM C90 "Standard Specifications for Hollow Effective 7- 10-87
Load Bearing Concrete Masonry Units".
A separate Fermi t wi I I he requi red for all driveway
B. All mortal shall comply with the property and proportion
'70
approches onto public right of way. Contact Public
specification of ASTM C270 except that slag cements shall not be Works Dept.
used. Portar for exterior walls shall be Type M. For interior load A P P R?"At E 17)
bearing walls the mortar shall be Type M or S. For interior walls The heiqht of fences, wall and hedges shall not -41A
above grade and not supporting loads the mortar shall by type M, exceed 2.5 feet in height within 10 feet of the edge CITY OF SOUTH I
S, or N. of any driveway leading to a right of way. EIVIR8111011AL VOW AID, PRESERMIN 374
E P LAR,�
The height of fences in heinq meammed from grade.
LIS at
Orade Elevation of publi- sidewalk or crown of
C. Whenever anchor bolts are to be set in masonry, two co AUG �04 1
the setting location shall be filled with concrete. Lv
rpaq. -SCALE. 1 FF1 �OVAIAI _. I
KATE V;
k
Awns ------------
71
7�r
Mr
.r
_C)
LJ
J
777_`�
&?M L 211=11=01 NO IWA-24=00-" TA 1*:�
Q;t 70 k� V A N