12-868-001in
C
O'
0
O'
CC
C
C
C
fameter:3E
METAL FURRING 2X TRUSS
CHANNELS 1/2' PLYWOOD HOTTOM CHORD
TYP CEILING
_ INSULATION
x-r TYPE 'X' (I -HOUR DECOR TRIM
FIRS RATEDIDR`I'WUR W. MOLDING
- 5/8' TYPE 'X' WOOD THREAD DRYWALL
DRYWALL SCREWS 1' LONG
HOLD DOWN LATCHES
IX4 W/ Od COMMON NAILS 2 1/2'
FROM ENDS AND b' C/C
ATTIC ACCESS DETAIL
N.T.S.
ul Ael i IIA II AAI GAI M
FIN. GRADE.
MORTAR AT
PERIMETER
8'x8' CONC.
CURB. W/ 145
I CONT.
L-b' THICK CRUSHED LIMEROCK
BASE COMPACTED TO 9510.
DENSITY (MIN_)
e5% DENSITY COMPACTED 5U5-5A5E
BRiCIG PAVER DETAIL
N.T.S.
NOTE:
- AIN
SW 59th Avenue
50' TOTAL RIGHT—OF—WAY
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ARCHITECT'S NOTE _-
NOTE: - - - - - -
RETAIN ALL RAiN WATER TO THE BEST OF MY PROFESSIONAL KN=_' ELYsE. TI C - ---
WITHIN PROPERTY LINES STRUCTURAL DESIGN COMPLIES WITH THE APPLICABLE
SECTIONS OF THE FLORIDA BUILDING CODE AND ALL
DADE COUNTY APPLICABLE CODES. _ - - - _ -
NOTE: MEANS AND METHODS OF CONSTRUCT-ION AND 54FETY - =
FILL WiLL NOT BE INTRODUCED PRECAUTION ARE THE RESPONSI5iLIT1E6_OFTJ,"E CON;R4L1; OR: TO PROPERTY THE CONTRACTOR IS TO BE RESPONSIBLE FOR HIS OR HER5.o.-If NEGLIGENT ACTS, ERRORS, OR OMr$SION " "�1 tk
GENERAL NOTES: - N;��, • -� ,
1.- All wood in contact with masonry or concrete shall be pressure
treated.
2.- Truss manufacturer Shall submit shop drawings, or design and
layout (.sealed by Registered Engineer) to Engineer / Architect
for approval prior to fabrication
3.- I-•Ivac Subcontractor shall submit shop drawings, or design and
layout (sealed by Registered Engineer) to Architect / Engineer
for approval prior to fabrication
4.- All work to be in full strict accordance and compliance with
all codes and agencies having ,jurisdiction.
5- Written dimensions shall take precedence over Scaled dimensions.
�.- Contractor shall thoroughly familiarize with drawings and
scope of work prior to commencing work All dimensions shall be
field verified and the Architect shall be notified prior to
commencing any work of any discrepancies between prepared
drawings and field condition.
-1.- All wood bearing partitions to be one hour fire rated construction.
8.- Contractor shall stake out in the field all underground utilities
known or :+ecsl unter before to beginning excavation.
g.- Contractor oordinate all- trades before placing concrete.
10.- All finished rials shall be class "C" min. Flame spread.
11.- Partitions to run from floor to underside of slabs, joists or
trusses and too consist of wood studs at 16" o.c. with 1/2"
gypsum wallbrd both sides U.O.N.
12.- Complete all bath wall,wallboard behind sinks, lavatories, bathtub,
showers, water closets and bidets to be water resistance type.
13.- Contractor shall coordinate thickness of partitions to
accommodate mechanical work.
14.- Lumber used for studs in interior nonbearing partitions shall be
of a stress grade not less than 228 P.S.I. nominal extreme fiber
stress in bending.
15.- Contractor Shall provide continuos caulk and sealant around all
,exterior openings to prevent water penetration and air leakage
ccordance with F.B.C.
16.- cz('4, 1F- ontractor Shall verify with "Flood Control Department"
in Dec i ,eunty before starting construction.
1-f_- If an�- _ iacr4�gi s are found, stop working immediately and
not ' � ,e� �� 4rchitect.
LEGAL DESCRIPTION:
THE EAST lmm FEET OF THE NORTH 1/2 TRACT 13, REVISED PLAT OF A PORTION OF THE
AMENDED PLAT OF PALM MIAMI HEIGHTS, ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 43, AT PAGE 31, OF THE PUBLIC RECORDS OF MIAMI -DADE
COUNTY, FLORIDA.
ON ING NOTES:
DESCRIPTION
SET BACKS
FRONT
SIDE
SIDE STREET
REAR
LOT AREA
EXIST. A/C AREA TO REMAIN
NEW A/C AREA
ENTRY
CARPORT
NI; X47
■ 25' -0'
= 25' -0'
LOT COVERAGE 30% (MAX.) = 4,2435 SF.
DRIVEWAY
OTHER DECKS
GREEN AREA 60% (MIN.) = 8 SF.
& �
Fes-!_ 04011
■ 25' -4'
= 14,145 S.F.
1,410 SF.
= 935 SF.
■ 91 SF.
= 361 S.F.
= 2,863 SF.
940 S.F.
160 SF.
= 10,182 SF.
20.2%
-1290
'CITY Oi: 30U T H A41AMI
RU''II-n -ING Dr
STRUCTU ^L SECTION
HISTORY OF DRAWING ISSUED
DESCRIPTION DATE OF ISSUED
Q PROGRESS
SCALE
AS NOTED
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SCALE
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