DGT-19-1999 (2)• Y
::......:::•:::;•x;;•s•:�;c:; ::•::
...........:.::Vl:V:.'.•.'
•• .•'•ri•ii:.'riii::•ii::::::.ti:•rw'r:r:n:
i is •: is r. � ; . . . ... .. .. . ..; . . .., i.
::s.�:v�:i:�t�1�i:�:�i•
0.50'
{ O
1
Q5o'
WOOD g
CAW
0.25'
SKETCH OF BOUNDARY SURVEY
n
I
5' KVWJ
FENCE
7.40'
WOOD
•
S7EP
7v.05•
0
H 7.83'
DECK
S:A
.
12.35,
DECK
15.43'
N
jj
Li
h
,i
LOT
18
LOOK 178
7.67'
o
27.15'
GAS
T NK
0
J
ONE STORY CBS
RESIDENCE 111167
$
�p
LOT- to BLOCK-178
m
co
f.F.ECEV=9.53'
1 7
t.
9
IL75' o
q D N ,• ,
o•
Gj
,e
L
..1
1
1
,t, t
.......•
lT
�' •:
ram.+, �,.
. ,. •.
c�iN Ab•
so
zbp
LLJ
75.00
cc
0 far.
23.6' PARKWAY
4:.
J`
` Au g 2019
20.00,
(No
T.80' [awl �l
1Q9J' 4' lth7O0 t`l\
GA
UJ
Q
Ilia06 LOT
v 120 I
N atOCK r78
M w
Irl W e
k< Lit
:U O
— EL
LJ./ Q
88, 40'
— _
L E G
E I'll D
BLO
ABNEVLATION
SYMBOL
BEPINMON
W.M.CORNER
A c
O
Ak coadiuoa
F.I.P. 112,
cenersts
(No 1.0.)
C.1",
rae
mock stture
P.$•--
center use
wev.
xr'-
Elevation
FJ. EISV.
F0118M FLOOR ELEVATION
F
Fonnd
'
P.LP.
Fond Iron Pipe
M
Measured
:•rw^:r
ti{;¢t:ri:.�v:: r:r:A::.
P
Plat
.:tt
:S{}{: •iiir....:i.5 :::::.:::.
R/1t
Wit
—.—
Right of Way Line
.. ;:�75'6:t;• ::•i ...... :•'rtiw Y
1r.Peeee
—..--
Wood ►nee
ri.•:i ?: ti}: :: i}. :{:{.t
o
haler Meter
GRAPHIC SCALE
fa 20 40
tINrw)
I lase • 20 tL
!iRit •iA '...F Clew-MMiM-.. we.Pwf•w) iI 1�
4
i
. w
l78 r3�I
N to to n is 70
t )
' � I
N.E. 99M1. ST. 1 !
tl to e e T a s e,
� t i
LOCATION MAP
LEGAL DESCRIPTION: NOT TO SCALE
Lot 19, in Block 178, of UAW SHORES SECTION 8 REWSED" ,
according to the Plat thereof as recorded in Plat Book 43 at
Page 69 of the Public Recards of Miomi-Dade County, Florida.
FOLIO.' 11-3205-018-0080 a
CERTIFIED TO: •
•
YOHIR AKERMAN ,.
PROPERTY ADDRESS:
1167 N.E. 99th Street, • •
Miami Shores, FI 33138 •
a•
SURVEYOR'S NOTES: • •
1) The above captioned Property was surveyed and described • a
based on the above Legal Description: Provided by Client. •
2) All bear)ngs and distances shown hereon are recorded and •
measured unless otherwise shown, •
3) The lands shown hereon were not abstracted for easements or • a
other recorded encumbrances not shown on the plat and the
some, if any may not be shown on this section.
4) Foundations and/or footings that may cross beyond the
boundary lines of the parcel herein described are not shown
(UNDERGROWND)
5) Elevations ore based on the National Geodetic Vertical Datum 1929.
B) Fence ties ore to be the center line of the fence.
7) Wall ties are to face of the wall.
8) Ownership subject to opinion of the Title.
9) Underground utilities are not depicted hereon.
10) Zoning and Setbacks are not verified by this survey.
11) Benchmark :8-400, Elevation=8.27' N.G.V.D. 1929.
SURVEYOR'S CERTIFICATE:
1 hereby certify thot this swvey meets the minimum technical standards
as set forth by the Florida Board of Surveyors and Mappers In Chapter 5J-17
Florida Administrative Code, pursuant to section 472.027 Florida Statutes. And is
true and correct to the best of my knowledge end befiej.
NOT VALID UNLESS SEALED AND EMBOSSED WITH SUR YOR•S SEAL
Date of filed work: 08-15-2018
Adress:13801 SW 10(h Terrace
Miami. FI 33184 EFRAI L PEZ
Phone:(305) 345-9083 Professional Surveyor an Mapper # 6792
Fox:(305) 820-3558 State of Florida.
40
I
Of
W
m
}Z
l_'•
Z
U
1 •
0
�• i
Is.
Cal
• O•
•
80 •
•
111� w
•
Lu • •
0
O
La_
LLI
rn
m
ao
0
ob
UJ
Las H
z Q
N �
fY
LL..
SHEET 1
OF
• •a
• • •Fir,
•
• •
i
-!A 146111 Mai lua j
-
i • Ma!A as
IU'111�11-lilulii�,i� Uililf#E�lal� L��LUUi��lf#E
i
Maw dol i
GENERAL NOTES.
nonw.w rDITSMIA
THE STRUCTURAL SYSTEM FOR BUILDING DEPICTED HERE ON HAS
BEEN DESIGNED ACCORDING TO THE 2017 6TH EDITION OF THE
FLORIDA BUILDING CODE, ASCE 7-16, AND THE 2015 ALUMINUM
DESIGN MANUAL.
THE STRUCTURE HAS BEEN DESIGNED TO RESIST THE FOLLOWING
SUPERIMPOSED LOADS.
ROOF DEAD: 2 PSF + SELF -WEIGHT
ROOF LIVE: 12 PSF
WIND LOADS ON THE STRUCTURE HAVE BEEN CALCULATED IN
ACCORDANCE WITH ASCE 7-16 FOR THE FOLLOWING: BASIC WIND
SPEED: 175 MPH (3 SECOND GUST), RISK CATEGORY: 11, EXPOSURE
CATEGORY: C, PARTIALLY OPEN - 30 PERCENT SOLID. ENCLOSURE
CLASSIFICATION PER ASCE 7-16, TABLE 26.13-1 (FOR 4-SIDED
RECTANGULAR LOUVERED AWNINGS)
LOAD COMBINATIONS:
D+0.6W 0.6D+0.6W D+L
DESIGN OF LOUVERED RIGID CANOPY IS PER SECTION 3105.5.1 OF
THE FBC, RIGID AWNINGS AND CANOPY SHUTTERS. LOUVERED
BLADES SHALL BE REPOSITIONED TO THE VERTICAL OPEN
POSITION DURING PERIODS OF HIGH WIND VELOCITY. UNIT IS
EQUIPPED WITH A WIND SENSOR WHICH WILL OPEN LOUVERS AT
45MPH.
PER FBC SECTION 3105.5.3, CONTRACTOR SHALL POST WITH A
LEGIBLE AND READILY VISIBLE DECAL OR PRINTED INSTRUCTIONS
TO THE OWNER OR TENANT TO REMOVE OR REPOSITION THE
STRUCTURE OR PART THEREOF DURING SUCH PERIODS OF TIME
AS DESIGNATED BY THE US WEATHER BUREAU AS BEING A
HURRICANE WARNING OR ALERT. THE WARNING LABEL SHOULD
READ AS FOLLOWS:
"THIS RIGID AWNING MUST HAVE
LOUVERED BLADES REPOSITIONED
TO THE VERTICAL POSITION DURING
A HURRICANE WARNING OR ALERT AS
DESIGNATED BY THE U.S. WEATHER
BUREAU (FBC SECTION 3105.5.3)."
A CONTINUOUS LOAD PATH BETWEEN FOUNDATIONS, COLUMNS,
AND BEAMS ARE INTENDED BY THESE DRAWINGS AND SHALL BE
FIELD VERIFIED.
THE LOUVERED ROOFING SYSTEM SHALL BE INSTALLED IN
ACCORDANCE WITH ARCADIA LOUVERED ROOFING SYSTEM.
THE CONTRACTOR IS RESPONSIBLE FOR WATERPROOFING.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE
SUITABLE SEQUENCING, MEANS AND METHODS OF CONSTRUCTION,
INCLUDING, BUT NOT LIMITED TO THE ADDITION OF NECESSARY
SHORING, TIE DOWNS, TEMPORARY BRACING, ETC.
THE INFORMATION USED AND CONTAINED HEREIN IS BASED ON
CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. DESTEFANO
ENGINEERING GROUP, PL (DEG) HAS NOT VISITED THIS JOB SITE.
DIMENSIONS AND EXISTING CONDITIONS SHALL BE FIELD VERIFIED.
DEG ASSUMES NO RESPONSIBILITY OR LIABILITY IN ANY WAY FOR
ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DEG
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE-EVALUATE
OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION
PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS,
FABRICATION, AND/OR INSTALLATION OF MATERIALS.
MATERIAL SPECIFICATIONS
ALUMINUM:
ALUMINUM SHALL BE A MINIMUM OF 6063-T6 UNLESS NOTED
OTHERWISE
FINISH COLOR TO BE SELECTED BY OWNER FROM MANUFACTURES
STANDARD COLORS FOR STANDARD EXTRUSIONS.
CONCRETE FASTENERS TO BE 410 STAINLESS STEEL TITANS AS
MANUFACTURED BY SIMPSON STRONG TIES OR APPROVED EQUAL.
ALL SMS SCREWS ARE 410 STAINLESS #12 x 1" SELF -TAPPING METAL
SCREWS (SMS) TYPICAL UNLESS OTHERWISE NOTED.
EXTRUDED STRUCTURAL TUBE OR PIPE: ALLOY SHALL BE BE
6061-T6, 6005-T6, 6063-T6. OR AS NOTED ON DRAWINGS AND
CONFORMING TO ASTM B429.
FOUNDATIONS
SEE STRUCTURAL DRAWINGS AND STRUCTURAL GENERAL NOTES
FOR ADDITIONAL INFORMATION.
BY VISUAL OBSERVATION, SOIL AT THE SITE IS SAND (OR SAND AND
ROCK) WITH AN ASSUMED SOIL BEARING CAPACITY OF 2000 PSF.
PERFORM ALL CONCRETE WORK IN ACCORDANCE WITH ACI 318,
THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
AND ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS.
CONCRETE SHALL BE AN APPROVED MIX PROPORTIONED TO
ACHIEVE STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC
AND WORKABLE MIX.4000 PSI FOR FOUNDATIONS
CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM
C-94 FOR MEASURING, MIXING, TRANSPORTING, ETC. MAXIMUM
TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL
IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE
AND ONE HALF (1-1/2) HOURS.
REINFORCING STEEL:
REINFORCING STEEL: ASTM A615, GRADE 60 DEFORMED NEW
BILLET STEEL CONFORMING TO ACI 301, 315, 318, AND CRSI MANUAL
OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE, FREE
FROM OIL, SCALE AND RUST, AND PLACED IN ACCORDANCE WITH
THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND
SPECIFICATIONS.
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO
EARTH: 3 IN
2"
7
I j
� o0
2X8X1 /8"
BEAM
20-63-295
6063-T52
F 6'
b
6X6X 1 /8"
POST
19-63-260
6063-T52
THREADED RODS
ADHERE USING SET-3G EPDXY. FOLLOW INSTRUCTIONS FROM
MANUFACTURER.
DRILL - DRILL HOLE TO SPECIFIED DIAMETER AND DEPTH.
BLOW - REMOVE DUST FROM HOLE WITH OIL -FREE COMPRESSED
AIR FOR A MINIMUM OF 4 SECONDS. COMPRESSED AIR NOZZLE
MUST REACH THE BOTTOM OF THE HOLE.
BRUSH - CLEAN WITH A STEEL WIRE BRUSH FOR A MINIMUM OF 4
CYCLES. BRUSH SHOULD PROVIDE RESISTANCE TO INSERTION. IF
NO RESISTANCE IS FELT, THE BRUSH IS WORN AND MUST BE
REPLACED.
BLOW - REMOVE DUST FROM HOLE WITH OIL -FREE COMPRESSED
AIR FOR A MINIMUM OF 4 SECONDS. COMPRESSED AIR NOZZLE
MUST REACH THE BOTTOM OF THE HOLE.
GENERAL CONDITIONS
IF THERE ARE ANY DISCREPANCIES HEREIN CONTACT THE
ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
THIS DESIGN DOES NOT CONSTITUTE THE ENGINEERING OF ANY
OTHER STRUCTURES THAT ARE NOT SPECIFICALLY MENTIONED
HEREIN. IF THERE ARE ANY DISCREPANCIES THEREIN, CONTACT
THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
ALL WORK PREPARED BY DE STEFANO ENGINEERING GROUP, PL
(DEG), IS THE PROPERTY OF DEG AND MAY ONLY BE USED FOR ITS
INTENDED USE. THE DRAWINGS, SPECIFICATIONS AND OTHER
DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED
BY DEG AND DEG'S CONSULTANTS ARE INSTRUMENTS OF SERVICE
THROUGH WHICH THE WORK TO BE EXECUTED BY CONTRACTOR.
AS DESCRIBED REMAIN THE PROPERTY OF DEG. SAID WORK MAY
NOT BE USED AT ANY OTHER LOCATION OR FOR ANY OTHER USE
WITHOUT PRIOR WRITTEN AUTHORIZATION.
DEG WILL HAVE NO RESPONSIBILITY FOR THE CONTRACTOR'S,
CLIENT'S OR OTHER ENTITIES; MEANS, METHODS, TECHNIQUES,
AND PROCEDURES USED IN CONSTRUCTION, AND WILL NOT BE
HELD LIABLE FOR THE CONTRACTOR'S INADEQUATE OR
UNSATISFACTORY PERFORMANCE OF THE WORK.
#14X1" 1
(8) 1/2" THREADED ROD SS SMS `
fly
3/8X4" #12X1"
5 3/4" WOOD LAG SS SMS
5-3/4X12X3/16
ARCADIA
CHANNEL
5052-H32
5 3/4" 11 1
N U M
5-3/4X2X3/16 1-3/4X1-3/4X1/8"
ARCADIA CHANNEL
CHANNEL 11-63-295
5052-H32 6063-T52
FSTRUCTURAL COMPONENTS
51 SCALE: 2" = 1' 0"
co
�� lJ
•
• • •
0*00•
000
� I
TI I
m
FLOUVER
S1 SCALE: 2"= V-0"
The Akerman Residence
1167 NE 99th Street
Miami Shores, FL 33138
July 10, 2019 File:192907
GENERAL NOTES:
DESIGN CRITERIA
THE STRUCTURAL SYSTEM FOR BUILDING DEPICTED HERE ON HAS
BEEN DESIGNED ACCORDING TO THE 2017 6TH EDITION OF THE
FLORIDA BUILDING CODE, ASCE 7-16, AND THE 2015 ALUMINUM
DESIGN MANUAL.
THE STRUCTURE HAS BEEN DESIGNED TO RESIST THE FOLLOW1G
SUPERIMPOSED LOADS. \l
ROOF DEAD: 2 PSF + SELF-WEIAT� \J�
ROOF LIVE: 12 PSF ll �W
WIND LOADS ON THE ST TURE HAVE BEEN CALCULATED IN
ACCO I CE 7-16 FOR THE FOLLOWING: BASIC WIND
SPEE : 170 MP (3 SECOND GUST), RISK CATEGORY: II, EXPOSURE
CATE OR , PARTIALLY OPEN - 30 PERCENT SOLID. ENCLOSURE
CLASS [CATION PER ASCE 7-16, TABLE 26.13-1 (FOR 4-SIDED
RECTANGULAR LOUVERED AWNINGS)
LOAD COMBINATIONS:
D+0.6W 0.6D+0.6W D+L
DESIGN OF LOUVERED RIGID CANOPY IS PER SECTION 3105.5.1 OF
THE FBC, RIGID AWNINGS AND CANOPY SHUTTERS. LOUVERED
BLADES SHALL BE REPOSITIONED TO THE VERTICAL OPEN
POSITION DURING PERIODS OF HIGH WIND VELOCITY. UNIT IS
EQUIPPED WITH A WIND SENSOR WHICH WILL OPEN LOUVERS AT
45MPH.
PER FBC SECTION 3105.5.3, CONTRACTOR SHALL POST WITH A
LEGIBLE AND READILY VISIBLE DECAL OR PRINTED INSTRUCTIONS
TO THE OWNER OR TENANT TO REMOVE OR REPOSITION THE
STRUCTURE OR PART THEREOF DURING SUCH PERIODS OF TIME
AS DESIGNATED BY THE US WEATHER BUREAU AS BEING A
HURRICANE WARNING OR ALERT. THE WARNING LABEL SHOULD
READ AS FOLLOWS:
"THIS RIGID AWNING MUST HAVE
LOUVERED BLADES REPOSITIONED
TO THE VERTICAL POSITION DURING
A HURRICANE WARNING OR ALERT AS
DESIGNATED BY THE U.S. WEATHER
BUREAU (FBC SECTION 3105.5.3)."
A CONTINUOUS LOAD PATH BETWEEN FOUNDATIONS, COLUMNS,
AND BEAMS ARE INTENDED BY THESE DRAWINGS AND SHALL BE
FIELD VERIFIED.
THE LOUVERED ROOFING SYSTEM SHALL BE INSTALLED IN
ACCORDANCE WITH ARCADIA LOUVERED ROOFING SYSTEM.
THE CONTRACTOR IS RESPONSIBLE FOR WATERPROOFING.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE
SUITABLE SEQUENCING, MEANS AND METHODS OF CONSTRUCTION,
INCLUDING, BUT NOT LIMITED TO THE ADDITION OF NECESSARY
SHORING, TIE DOWNS, TEMPORARY BRACING, ETC.
THE INFORMATION USED AND CONTAINED HEREIN IS BASED ON
CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. DESTEFANO
ENGINEERING GROUP, PL (DEG) HAS NOT VISITED THIS JOB SITE.
DIMENSIONS AND EXISTING CONDITIONS SHALL BE FIELD VERIFIED.
DEG ASSUMES NO RESPONSIBILITY OR LIABILITY IN ANY WAY FOR
ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DEG
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE-EVALUATE
OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION
PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS,
FABRICATION, AND/OR INSTALLATION OF MATERIALS.
MATERIAL SPECIFICATIONS
ALUMINUM -
ALUMINUM SHALL BE A MINIMUM OF 6063-T6 UNLESS NOTED
OTHERWISE
FINISH COLOR TO BE SELECTED BY OWNER FROM MANUFACTURES
STANDARD COLORS FOR STANDARD EXTRUSIONS.
CONCRETE FASTENERS TO BE 410 STAINLESS STEEL TITANS AS
MANUFACTURED BY SIMPSON STRONG TIES OR APPROVED EQUAL.
ALL SMS SCREWS ARE 410 STAINLESS #12 x 1" SELF -TAPPING METAL
SCREWS (SMS) TYPICAL UNLESS OTHERWISE NOTED.
EXTRUDED STRUCTURAL TUBE OR PIPE: ALLOY SHALL BE BE
6061-T6, 6005-T6, 6063-T6. OR AS NOTED ON DRAWINGS AND
CONFORMING TO ASTM B429.
FOUNDATIONS
SEE STRUCTURAL DRAWINGS AND STRUCTURAL GENERAL NOTES
FOR ADDITIONAL INFORMATION.
BY VISUAL OBSERVATION, SOIL AT THE SITE IS SAND (OR SAND AND
ROCK) WITH AN ASSUMED SOIL BEARING CAPACITY OF 2000 PSF.
PERFORM ALL CONCRETE WORK IN ACCORDANCE WITH ACI 318,
THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
AND ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS.
CONCRETE SHALL BE AN APPROVED MIX PROPORTIONED TO
ACHIEVE STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC
AND WORKABLE MIX.4000 PSI FOR FOUNDATIONS
CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM
C-94 FOR MEASURING, MIXING, TRANSPORTING, ETC. MAXIMUM
TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL
IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE
AND ONE HALF (1-1/2) HOURS.
REINFORCING STEEL:
REINFORCING STEEL: ASTM A615, GRADE 60 DEFORMED NEW
BILLET STEEL CONFORMING TO ACI 301, 315, 318, AND CRSI MANUAL
OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE, FREE
FROM OIL, SCALE AND RUST, AND PLACED IN ACCORDANCE WITH
THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND
SPECIFICATIONS.
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO
EARTH: 3 IN
7
00
2X8XI/8"
BEAM
20-63-295
6063-T52
6"
io
6X6X1 /8"
POST
19-63-260
6063-T52
THREADED RODS
ADHERE USING SET-3G EPDXY. FOLLOW INSTRUCTIONS FROM
MANUFACTURER.
DRILL - DRILL HOLE TO SPECIFIED DIAMETER AND DEPTH.
BLOW - REMOVE DUST FROM HOLE WITH OIL -FREE COMPRESSED
AIR FOR A MINIMUM OF 4 SECONDS. COMPRESSED AIR NOZZLE
MUST REACH THE BOTTOM OF THE HOLE.
BRUSH - CLEAN WITH A STEEL WIRE BRUSH FOR A MINIMUM OF 4
CYCLES. BRUSH SHOULD PROVIDE RESISTANCE TO INSERTION. IF
NO RESISTANCE IS FELT, THE BRUSH IS WORN AND MUST BE
REPLACED.
BLOW - REMOVE DUST FROM HOLE WITH OIL -FREE COMPRESSED
AIR FOR A MINIMUM OF 4 SECONDS. COMPRESSED AIR NOZZLE
MUST REACH THE BOTTOM OF THE HOLE.
GENERAL CONDITIONS
IF THERE ARE ANY DISCREPANCIES HEREIN CONTACT THE
ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
THIS DESIGN DOES NOT CONSTITUTE THE ENGINEERING OF ANY
OTHER STRUCTURES THAT ARE NOT SPECIFICALLY MENTIONED
HEREIN. IF THERE ARE ANY DISCREPANCIES THEREIN, CONTACT
THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
ALL WORK PREPARED BY DE STEFANO ENGINEERING GROUP, PL
(DEG), IS THE PROPERTY OF DEG AND MAY ONLY BE USED FOR ITS
INTENDED USE. THE DRAWINGS, SPECIFICATIONS AND OTHER
DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED
BY DEG AND DEG'S CONSULTANTS ARE INSTRUMENTS OF SERVICE
THROUGH WHICH THE WORK TO BE EXECUTED BY CONTRACTOR.
AS DESCRIBED REMAIN THE PROPERTY OF DEG. SAID WORK MAY
NOT BE USED AT ANY OTHER LOCATION OR FOR ANY OTHER USE
WITHOUT PRIOR WRITTEN AUTHORIZATION.
DEG WILL HAVE NO RESPONSIBILITY FOR THE CONTRACTOR'S,
CLIENT'S OR OTHER ENTITIES; MEANS, METHODS, TECHNIQUES,
AND PROCEDURES USED IN CONSTRUCTION, AND WILL NOT BE
HELD LIABLE FOR THE CONTRACTOR'S INADEQUATE OR
UNSATISFACTORY PERFORMANCE OF THE WORK.
5 3/4"
5-3/4X12X3/16
ARCADIA
CHANNEL
5052-H32
#14X1"
(8) 1/2" THREADED ROD SS SMS
0C •
�v
WOOD LAG SS SMS SM O
S qT�,
5 3/4"
1
N
U
v
5-3/4X2X3/ 16 1-3/4X 1-3/4X 1 /8"
ARCADIA
CHANNEL
CHANNEL
11-63-295
5052-H32
6063-T52
FSTRUCTURAL COMPONENTS
S1 SCALE: 2"= 1'-0"
m
n
FLOUVER
S1 SCALE: 2"= V-0"
•
The Akerman Residence
1167 NE 99th Street
Miami Shores, FL 33138
July 10, 2019 File:192907
V-3"
lllllllllllllllllllli;IIIIIIIillilllllillllllllllllllllllllillllll
EXISTING BUILDING TO
1-1
Y-0"
1 l'-6"
36" X 36" X 16" DEEP
CONCRETE FOOTING W/
(4) #4 REBAR EACH WAY,
TOP AND BOTTOM, TYP
8'-6"
I I o
T-0"
FOUNDATION PLAN
S2 SCALE: 114" = 1'-0"
7" SUPER GUTTEI
ATTACHED PEI
DETAIL 9/S
SIDE BEAMS NOT
TO BE ATTACHED TO
THE EXISTING
STRUCTURE
ADJUSTABLE
LOUVERS
2X8X1j
ALUMINUI
PERIMETER BEAT
6X6X1i
ALUMINUM POS
S4
[1 PLAN VIEW
S2 SCALE. 114" = 1=0"
• •
••••••
•
••••••
1/8 • •
AINUM••••
BEAM • •
•• ••
1
S4
The Akerman Residence
1167 NE 99th Street
Miami Shores, FL 33138
July 10, 2019 File:192907
I Li
IM O
�F-
�O
D
IM
Y,
1'-3"
C
EXISTING BUILDING TO REM41N
7" SUPER GUTTER
ATTACHED PER
DETAIL 9/S5
SIDE BEAMS NOT
BE ATTACHED TO
TO
THE EXISTING
STRUCTURE
Cl
0
N
ADJUSTABLE
LOUVERS
2X8X1/8
ALUMINUM
PERIMETER BEAM
36" X 36" X 16" DEEP
CONCRETE FOOTING W/
(4) #4 REBAR EACH WAY,
ALUMINUM POST
M POST
TOP AND BOTTOM, TYP F 7o
fM
8'-6"
[:S23 FOUNDATION PLAN
SCALE: 114" = V--0"
0
LV
4
Cl
N
� 7
LI
H
2'-0"
7'-7 1 /4"
9 1 /2" 2'_0"
7'-7 1 /4"
16'-0"
T
F
1 PLAN VIEW
S2 SCALE: 114" = V-0"
2X8X1/8
••••••
ALUMINL44 •
0000
BOX BEAM•• •
•• •
•
• •
S4
Z
�v
OAT`
Da
�QO
f�
�2
6 �W
$
a
E
LU
E
2�
pZ
g •a
moa�
r C
M N V
The Akerman Residence
1167 NE 99th Street
Miami Shores, FL 33138
July 10, 2019 File:192907
18-6 SHIELDED STRANDED LOW
VOLTAGE SECURITY WIRE TO
OPERABLE LOUVER MOTORS
12-3 WIRE (120V)
TO RECESSED LIGHTS
'ice 'Al'OF?3C)P
NA L
ELECTRICAL LEGEND
21
110 V DUPLEX OUTLET
110 V GFI DUPLEX OUTLET
O
4" L.E.D. CAN LIGHT
O
STRUXURE CONTROL BOX
J
110V JUNCTION BOX
....
O
OPERABLE LOUVER MOTOR
• •
• • • •
-
SWITCH @ 42"
•'
• • • •
M
......
•
....
5-1/2" INTERNAL
• • • • • •
• • •
is
GUTTER SYSTEM
• • • •
• • •
ELECTRICAL NOTE NEC 2014:
• •
• •
1. ELECTRICAL CONTRACTOR TO COORDINATE CONNECTION TO NEAREST
4" LED CAN
• •
: • • • • •
LIGHTING/POWER CIRCUIT CONNECTED TO ELECTRICAL PANEL
"
LIGHT
• • • • ;
. ..
2. OUTLET BOX FOR THE PURPOSE TO SUPPORT A LUMINAIRE SHALL
• • •
SUPPORT UP TO 50 LBS. 2008 NEC 314.27 A (OUTLET BOX)
3. LOW VOLTAGE WIRING + 120 VOLT WIRING TO BE RUN CONCEALED IN
PERIMETER AND FAN/LIGHT BEAMS COORDINATE PATH IN FIELD TO
SWITCHES AND CONTROL PANEL AT RESIDENCE (VERIFY IN FIELD)
cn
4. ALL EXTRUDED ALUMINUM BEAMS SHALL BE INSPECTED BY ALUMINUM
CONTRACTOR TO VERIFY THAT EACH BEAM IS FREE FROM ALUMINUM
Cl)
BURRS AND SHARP EDGES PRIOR TO FABRICATION AND INSTALLATION
OF ANY ELECTRICAL WIRING. (LOW OR HIGH VOLTAGE)
5. EQUIPOTENTIAL BONDING - COMMONLY REFERRED TO AS BONDING IS
AN ACCEPTABLE MEASURE IN REDUCING THE RISK OF EQUIPMENT
DAMAGE AND PERSONAL INJURY. THIS ELECTRICAL BONDING IS AN
ACCEPTABLE PRACTICE OF INTENTIONALLY CONNECTING ALL EXPOSED
METALLIC ITEMS NOT DESIGNED TO CARRY ELECTRICITY IN A PERGOLA
OR STRUCTURE AS A PROTECTION FROM ELECTRICAL SHOCK.
Cl)
6. ALUMINUM BEAMS TO SERVE AS ELECTRICAL RACE WAY, NO
ELECTRICAL CONDUIT REQUIRED. WIRES TO BE RUBBER ENCASED.
6-6 1/4" 1'-8 1/2" 6-6 1/4"
�1 REFLECTED CEILING/ELECTRICAL PLAN
s3 SCALE: 114" = 1 0" The Akerman Residence
zi
1167 NE 99th Street
Miami Shores, FL 33138
July 10, 2019 File:192907
18-6 SHIELDED STRANDED LOW
VOLTAGE SECURITY WIRE TO
OPERABLE LOUVER MOTORS
12-3 WIRE (120V)
TO RECESSED LIGHTS
ELECTRICAL LEGEND
=�@=
110 V DUPLEX OUTLET
110 V GFI DUPLEX OUTLET
Q
4" L.E.D. CAN LIGHT
p
STRUXURE CONTROL BOX
J
110V JUNCTION BOX
O
OPERABLE LOUVER MOTOR
SWITCH @ 42"
ELECTRICAL NOTE NEC 2014:
1. ELECTRICAL CONTRACTOR TO COORDINATE CONNECTION TO NEAREST
LIGHTING/POWER CIRCUIT CONNECTED TO ELECTRICAL PANEL
2. OUTLET BOX FOR THE PURPOSE TO SUPPORT A LUMINAIRE SHALL
SUPPORT UP TO 50 LBS. 2008 NEC 314.27 A (OUTLET BOX)
3. LOW VOLTAGE WIRING + 120 VOLT WIRING TO BE RUN CONCEALED IN
PERIMETER AND FAN/LIGHT BEAMS COORDINATE PATH IN FIELD TO
SWITCHES AND CONTROL PANEL AT RESIDENCE (VERIFY IN FIELD)
4. ALL EXTRUDED ALUMINUM BEAMS SHALL BE INSPECTED BY ALUMINUM
CONTRACTOR TO VERIFY THAT EACH BEAM IS FREE FROM ALUMINUM
BURRS AND SHARP EDGES PRIOR TO FABRICATION AND INSTALLATION
OF ANY ELECTRICAL WIRING. (LOW OR HIGH VOLTAGE)
5. EQUIPOTENTIAL BONDING - COMMONLY REFERRED TO AS BONDING IS
AN ACCEPTABLE MEASURE IN REDUCING THE RISK OF EQUIPMENT
DAMAGE AND PERSONAL INJURY. THIS ELECTRICAL BONDING IS AN
ACCEPTABLE PRACTICE OF INTENTIONALLY CONNECTING ALL EXPOSED
METALLIC ITEMS NOT DESIGNED TO CARRY ELECTRICITY IN A PERGOLA
OR STRUCTURE AS A PROTECTION FROM ELECTRICAL SHOCK.
6. ALUMINUM BEAMS TO SERVE AS ELECTRICAL RACE WAY, NO
ELECTRICAL CONDUIT REQUIRED. WIRES TO BE RUBBER ENCASED.
ELEC1.�ICAL REVIEW
1
i APPROVE , .TE
......
.. .
••
•• ••
••••
••
i
••
•.
• �
0000
M O
�O
D
w
t/)
6'-6 1 /4" �1,8 1 /2" � 6-6 1 /4"
[ REFLECTED CEILING/ELECTRICAL PLAN
ss SCALE: 114" = V-0" The Akerman Residence
1167 NE 99th Street
Miami Shores, FL 33138
July 10, 2019 File:192907
0
2X8X1/8 ALUMINUM
PERIMETER BEAM, TYP
6X6X1 /8 ALUMINUM
POST, TYP
SEE 7/S5 FOR
FOOTING DETAIL
�3 SIDE ELEVATION
Sq SCALE. 114" = V-0"
0
co
2X8X1/8 ALUMINUM
PERIMETER BEAM
6X6X1/8
ALUMINUM POST
\N \ B
EC Ste/
ate,. r �
S1ATi: CF
. . ....
...
.
Y •
•••••• •• •
••
ADJUSTABLE 2X8X1/8 ALUM • • •
LOUVERS BOX BEAM • • • •
2X8X1/8ALUMINUM BEAM
,wo , r , i m�--,-l�TTACHED TO SUPER GUTTER
lux
1=OQ
�O
7" SUPER GUTTER ATTACHED-// (n
PER DETAIL 9/S5 O a ^ $
w N
00
W c�
W
W E E
Z
W
/ :'\•`' \
Fl]FRONT ELEVATION The Akerman Residence
SCALE. 114" = 1'-0" 1167 NE 99th Street
Miami Shores, FL 33138
July 10, 2019 File:192907
2X8X1/8 ALUMINUM
PERIMETER BEAM
6X6X1/8
ALUMINUM POST
: SIDE ELEVA TION
S4 SCALE: 114" = 1'--O"
ADJUSTABLE 2X8X1/8 ALUM
LOUVERS \ BOX BEAM
q
bo
7" SUPER GUTTER ATTACHED
PER DETAIL 9/S5
[FRONT ELEVATION
24 SCALE: 114" = 1=0"
fl
B2////
� 5gE
6531 j
I
'O
S7P:TE OF ��
�41��.
0
...... .. . ..
.. •
...... . .. ..
2X8X1/8ALUMINj."U"M •
ATTACHED TO Q.UP@R §UTTER •
.... W O
�O
D
� op
O J N A M
Qo ��
WCONLI
�
cow
W E E
�2 oz
N
S ,C
O
'm$ac
& °
01! tP v
The Akerman Residence
1167 NE 99th Street S4
Miami Shores, FL 33138
July 10, 2019 File:192907 of 5
(4) #14 SS SMS
SPACED AT 12"
O.C.
2X8X1/8"
BEAM
7" SUPER
GUTTER
(2) 3/8" WOOD LAGS WITH
2" MIN. EMB. INTO WOOD
TRUSS CORD AT 24" O.C.,
TYP.
1/8" ANGLE
�9 BEAM / SUPER GUTTER
S5 SCALE: 1-112" = 1' 0"
(12) #14X1" SS SMS EACH
1/2" PLATE W/ SIDE OF CHANNEL
(4) 1/2" X 6" SS
THREADED RODS W/ 3/16" ARCADIA
SIMPSON SET-3G EPDXY CHANNEL
GRADE LEVEL
i /ZD -/ (4)'#4 REBAR EACH,WAY�
% TOP\AND BOTTOM \
e �
\ d d /
°
\ v ° 14
�8 FOOTING DETAIL
S5 SCALE: 1"= V-0"
(5) #14-24X
SS SN
U CHANNEL TO BE
TRIMMED TO FIT INTO
SLOPED POST TOP
SIDE VIQ
�S5
7 BEAM TO POST AT CORNER
SCALE. 1-112" = V-0"
5-3/4X12X3/16"
ARCADIA CHANNEL
(12) #14-24X1" SS
SMS EACH SIDE
OF CHANNEL
5-1/4X5-1/4X1/2"
PLATE
(4) 1/2"X6"
THREADED ROD.
INSTALL W/
SET-3G EPDXY
77J
-If
v
iD
1"
4"
[1-
6-
[
6 _BOX BEAM TO BEAM
S5 SCALE: 1-112"= 1'-0"
INTERN
GUTTER BED
(4) #12-24)
SS SMS T)
�S5
5 BOX BEAM TO BEAM
SCALE: 1-112" = 1' 0"
JEL
PIVOT CAP
- LOUVER PROFILE
#10X1" SS SMS FOR COMPARISON
AT 12" O.C.
PIVOT TRACK
TRACK PIN 5/16" '
DIA. SS PIN
INTERNAL GUTTER
2X8 BEAM
1 LOUVER MOUNT CONNECTION
S5 SCALE: 1-112" = 1' 0"
(8) #14 TEK SCREWS
THRU BEAM CORNER
INSERT EACH BEAM
GUTTER CORNER EDGE
GUTTER CORNER
I
GUTTER
I
'
#14 TEK SCREWS .`f `
O45T1 •`,
BEAM
THRU BEAM INTO= i ;
CC
CORNER INSERT
SIDE X
CORNER INSERT
�,�'•. ^A� C R �pP;.,���``
BEAMun
///; /0NAl-����```•.
- BEAM
1k"--"
,1111111lop,TOP
1
VIEW
N
N
ai
of
CORNERINSERT • • ••••
BEAM •
ISOMETRIC VIEW 00 * • •'
•
•••••• ••••
•
SIDE VIEW • • • • • •
• • ••••••
CORNER ASSEMBLY::.::.
FS95:1 SCALE. 2" = V-0" • • •
(2) #14 TEK SCREWS CORNER
GUTTER CONNECTOR
TI,
BEAM GUTTER CORNER
- BEAM • • GUTTER EDGE
EDGE
BEAM -�
TOP VIEW
t I I
BEAM I
GUTTERT.
GUTTER
CORNER CONNECTOR ISOMETRIC VIEW
FASTEN GUTTER
TO BEAM W/ #12
SS SMS @ 12" O.C.
CORNER
CONNECTOR
GUTTER CORNER EDGE -/ I GUTTER CORNER
FGUTTER CORNER ASSEMBLY
s5S_5 JJ SCALE., 1-112"= V-0"
lux
m O
M. O
O Q
A Ip
r A
Cat
'
yU
W
a
a
W?
° E z
OW
e
{•
N
0
0 0 �
$�S0
The Akerman Residence
1167 NE 99th Street
Miami Shores, FL 33138
July 10, 2019 File:192907
(4) #14 SS SMS
SPACED AT 12"
O.C.
7" SUPER
GUTTER
2X8X1 /8"
BEAM
(2) 3/8" WOOD LAGS WITH
2" MIN. EMB. INTO WOOD
TRUSS CORD AT 24" O.C.,
TYP.
1/8" ANGLE
[4] BEAM / SUPER GUTTER
S5 SCALE: 1-1/2"= V-0"
(12) #14X1" SS SMS EACH
1/2" PLATE W/ SIDE OF CHANNEL
(4) 1/2" X 6" SS 3/16" ARCADIA
THREADED RODS W/ CHANNEL
11"pCr1N CFT-'lr- FPDXY
GRADE LEVEL
(4) #4 REBAR
EACHIWAY•
\ TOP�AND BOTTOM
d a c c J \
a p
a d p
e
p � J
e n w a
3"\ /
f
FOOTING DETAIL
SCALE: 1"= V-0"
(5) #14-24X1"
SS SMS
U CHANNEL TO BE
TRIMMED TO FIT INTO
SLOPED POST TOP
SIDE VIEW
6"
BEAM
(4) 1/2"X6"
THREADED ROD.
INSTALL W/
SET-3G EPDXY
5-3/4X12X3/16" -\,
ARCADIA CHANNEL
(12) #14-24X1" SS
SMS EACH SIDE
OF CHANNEL
5-1/4X5-1/4X1/2"
PLATE
Il
IBOX BEAM TO BEAM
fS5 SCALE: 1-112" = V-0"
e e \ \ INTERN
% GUTTER BE/
\ / (4) #12-24X
SS SMS TY
(3) #14-24X1" SS
SMS EACH SIDE
BEAM TO POST AT CORNER
S5 SCALE: 1-1/2" = V-0"
FBOX BEAM TO BEAM
S5 SCALE: 1-1/2" = V-0"
JEL
PIVOT CAP- LOUVER PROFILE
#10X1" SS SMS FOR COMPARISON
AT 12" O.C.
PIVOT TRACK
TRACK PIN 5/16"
DIA. SS PIN
INTERNAL GUTTER
2X8 BEAM
FLOUVER
MOUNT CONNECTION
SCALE: 1-1/2" = V-0"
(8) #14 TEK SCREWS
THRU BEAM CORNER
INSERT EACH BEAM
GUTTER CORNER EDGE
GUTTER CORNER
��\ v�' NSF`• /�/
BEAM #14 TEK SCREWS Noll
THRU BEAM INTO
CORNER INSERY= * ;
EACH SIDE j 0.STATE OF ; 4
CORNER INSERT OQ P ' �•� �Z
BEAM i, F�•.COR10_.""�\��
- BEAM ~ � N//��iVA;�����\
1
TOP VIEW �° C
� N
r
r
r
CORNER INSERT
BEAM ISOMETRIC VIEW
SIDE VIEW • t • •
•
2 CORNER ASSEMBLY •••:•• •••'•
S5 SCALE: 2" = V-0" • • • • • • •
• • • •
(2) #14 TEK SCREWS CORNER •' • • • •
GUTTER CON18C104 •
• • • •
BEAM GUTTEIiCORNE�t• • •
BEAM •"• GUTTER:EDUE
I ••
••••
GUTTER i EGUTT
DGE
/ I EDGE
BEAM 1
TOP VIEW
r� Vb d
I II I
BEAM
I I
GUTTER =Ts-0 t i• I
• r I!
CORNE
ISOMETRIC VIEW
FASTEN GUTTER
TO BEAM W/#12
SS SMS @ 12" O.C;�
CORNER
CONNECTOR
GUTTER CORNER EDGE -/ `- GUTTER CORNER
1 GUTTER CORNER ASSEMBLY
S5 SCALE: 1-1/2" = V-0"
The Akerman Residence
1167 NE 99th Street
Miami Shores, FL 33138
July 10, 2019 File:192907
SKETCH OF BOUNDARY SURVEY
" gg'-0'� 16'-0" 1, 47'-11 "
'— 5WOOD
C h FENCE
0 320 SF
AWNING BY
o� STRUXURE
O to `
O
CN
0.50,
GA 7E
a25'r'67'
12.35'
N
�y
`2
LOT 0V
�'V-
BLOCK ►78
V'
a U
664.
11.75' o
0, 20'
L
• t "
l•
a• j.jM�
%•
�Lti3
o ,
Ao
' 4 ,•
V.
F.I.P. 112"
"I•�' �+
(No 1.0.)
STEP
29.05'
7.83'
A/C
o ON
W O a + CONC.
DECK /5.43'
27.15'
ONE STORY CBS
RESIDENCE # 1167 N6
LOT -19 BLOCK - 178
FF.EL£V.=9.53'
'ten
9.05
Wo—h• '' 'o 20.00'
75.00' (P&M)
23.6' PARKWAY
_1.8Q'
10 3' 4' WOOD
GATE
h
ro
d LOT
20
N BLOCK 178
r
Of
r
r
O
88.40'
—
— �^
L
E G
M N D
0 BLOCK
JABREVIATION
SYMBOL
DEFINITION
W M. CORNER
A/C
IZ3
Air Condluon
F.I.P. 112"
(NO 1.D.)
C.B.S.
$•--
Concrete Block Structure
Center Line
Elev.
xe-
Elevation
F.P. ELEV.
FINISHED FLOOR ELEVATION
F
Found
F.I.P.
Found Iron Pipe
M
Measured
P
Plat
Right of Way Line
:ti7'fi�4v' "t"
W.Fence
Wood Fence
2�F:.................... ' A
W.M.
o
Water Meter
GRAPHIC SCALE
0 10 20 io
(INS)
I Inch - 20 it
l.' N.E.---��----�-----:a-.___
r.,,.
,5----------..tba•Ji•M(e•Ndtvaes.t�--------•7
/' ,• � /n.<hlew-M4..7at,.K.e..a.ltwpaw) i 4 ' �
v' 8 CK 178 Z�
14 16 1% 17 16 Ta 1
r
,
1! to a e 7 a s
!-''
LOCATION MAP
NOT TO SCALE
LEGAL DESCRIPTION:
Lot 19, in Block 178, of UAMI SHORES SEC77ON 8 REVISED",
according to the Plot thereof as recorded in Plat Book 43 at
Page 69 of the Public Records of Miami -Dade County, Florida.
FOLIO.' 11-3205-018-0080
CERTIFIED TO:
YOHIR AKERMAN
PROPERTY ADDRESS:
1167 N.E. 99th Street,
Miami Shores, FI 33138
SURVEYOR'S NOTES:
i) The above captioned Property was surveyed and described
based on the above Legal Description: Provided by Client.
2) All bearings and distances shown hereon ore recorded and
measured unless otherwise shown.
3) The lands shown hereon were not abstracted for easements or
other recorded encumbrances not shown on the plat and the
some, if any may not be shown on this section.
4) Foundations and/or footings that may cross beyond the
boundary lines of the parcel herein described are not shown
(UNDERGROWND)
5) Elevations are based on the National Geodetic Vertical Datum 1929.
6) Fence ties are to be the center line of the fence.
7) Wall ties are to face of the wall.
8) Ownership subject to opinion of the Title.
9) Underground utilities are not depicted hereon.
10) Zoning and Setbacks are not verified by this survey.
11) Benchmark :8-400, Elevation=8.27' N.G.V.D. 1929.
SURVEYOR'S CERTIFICATE:
I hereby certify that this survey meets the minimum technical standards
as set forth by the Florida Board of Surveyors and Mappers in Chapter 5J-17
Florida Administrative Code, pursuant to section 472.027, Florida Stotutes. And is
true and correct to the best of my knowledge and belief.
NOT VALID UNLESS SEALED AND EMBOSSED WITH SURVEYOR'S SEAL
Dote of filed work: 06-15-2018
Adress:13801 SW 10th Terrace
Miami. A 33184 EFRAI LQPEZ
Phone:(305) 345-9083 Professional Surveyor on Mapper # 6792
Fax: (305) 820-3558 State of Florida.
1
'DTI.
CD
8
N
d)
0
•et•
Ism•
oeiae
•
W
m
g
z
J
W
Q
a
0
is
W
m
}Z
F-
Z
O
U
SHEET 1
M1
P-
OF 1