00-0646 �c
�^- . 4649 Ponce Cie Leon n301
N M 8 Ov Coal Gables, FL 33146
:NUINEERS � / ��—�5��j Tel.:(305) 381-85x6
AStructural,Civil, Forenaic Engineering Company
-Lx
lil��ti1� 'L-a� _--�'—'g—� I �► -roau i I
----------_
4iT
CM_2-
to-�a.93 ;��o� ExP?S'.*-e � G
= - - --
i
(�O - � -- - --- Lee- --
- x4�'_— �/1� SF - - - _
- _.. ---- -5- - Z: ��'�• -"_fQzZs_1_--- 4-3--2
, � '� . f�,, i,�w—�i" ��,its• �"�3;%
VIAa. , 1 ; ! i .a ter, ^'�; .` i' S•L
_7706
4649 Ponce Cie Leon'P"301
A R M E L Coal Gables, FL 33148
Tel.- (306) 381-8586
A Structural,Civil, Forensic Engineeeing Company
JA)f
4;�e
0. _2
TZ
_'FA .0,60,
: Z-31
If
04 ,
7-
, ' =�a = -°'� — 41 O 3 � �'� _._. 3o S!�1,q = moo '� �8�3, .;] �.�,� � _
L2��'5j<! 3j.Cj
A3
4649 Ponce Cie Leon#301
E L Coal Gables, FL 33146
ENGINEERS Tel.,(306) 381-8586
A Structural,Civil, Forensic Engineet1ing Company
2
.. .. .........
_. _ --_ --,_ -=�-;---'ys��'�0�---^;__-���-S�T�3__�*Z=1N_.t_���Lai �_�-�---� ' --- - ' --
Ir
zi
64 5
------ CL�
m)
7-Z
U
%
A
4649 Ponce De Leon "301
IN A R M E L Co-al Gables, FL 33146
C.NUINEERI ��'j
a-O_ 4 r— 4 Tel., (305) 381-8586
A Structural,Civil, Forensic Engineeeing Company
L Li
7"
L4 (e
q4 11- 3
S 71
'F
73-
e�V,
7s
-1-;--7
:2
-7 7e;,,O oe�-b OLV4: > 4649 Ponce De Leon ""301
IN A R M E L Co-al Gables, FL 3314$
ENGINEERS Tel., (305) 381-8586
A Structural,Civil, Forenzic Erigineerng Company
A
:>
-T T-
A.)
Z--e
77
iv
—7 ,
"7
Y�
lee-26 4649 Ponce Re Leon#301
H A R M E L Co-al Gables, FL 33145
c"�GINEERS �°�/8/UO Tel., (305) 351-8566
•��A Structural,Civil, Foren�io gineeeing Company
WA-" • !
- a
7 � Laii-�
cj
__•_ •_ fir'�'°�� �,_`d� ' •''••,
------- ---- --___--
, t
j
i
-
i / n-7r 4649 Ponce Cie Leon#301
,A L L
Co-al(.%ab!es, FL'!^- 4-.*
� E
A Structural,Civil, Forenzic rigineenrig Company
A-1
i 7, L is I i 4:zI
I- i I iy ----------
a2h�P n+ i
-Uph
7
7,
C
L L
SHE '
L3
-17
} n 9 HUS(HHUS DOUBLE
LAG
- m
o •° The HUS2X and HHUS face mount connectors connect heavily
HUS210 highest loads itof any face mounted hanger
3"seat depth,this series
(HUS26,HUS28 and •° See the LUS series for a lighter double shear connection.
HHUS Similar) ° a -±
a Double shear nailing has the added advantage of distributing the
Patent Nos.4,291,996 through TWO points on each nail for greater strength See Illustratio
and 4,480,941 It is the innovation that provides:
Canada Patent •Use of fewer nails
1,193,418 s ■Faster installation
e ■More strength than any comparable hanger
a ■Use of common nails for all connections
MATERIAL:HUS26,HUS28,HUS210-16 gauge;
HGUS-12 gauge.All others-14 gauge
FINISH:Galvanized
INSTALLATION:• Use all specified fasteners.See General Notes.
■Not designed for welded or nailer applications.
■ 10d commons or 16d sinkers(9 gauge x 31/4")may be used
table load.
e •With 3x carrying members,use 16dx21/2"nails into the header
/syb o I
Typical HUS Installation commons into the joist.With 2x carrying members,use 10dxl
the header and 10d commons into the joist,and reduce the
the table value.
OPTIONS AVAILABLE:•These hangers cannot be sloped or skew
!� ■HUS hangers are available with the A flanges turned in(ex
HUS •c a HUS28,HUS210,and HHUS).See HUSC illustration.
° a . ■Other sizes available;consult factory.
a CODE NUMBERS:BOCA,ICBO,SBCCI No NER-209(except HUS2X
° 4 ° • which are pending:Submitted to CABO 7/90,and HGUS:Sub
CABO 10/89).City of L.A.No RR 24947 and Dade County,FL
` s (except HUS2X,HHUS,and HGUS).
° a➢ -"Z4Plt-
°
HG US28-2
e
°
MODEL JOIST DIMENSIONS FASTENERS ALLOWABLE AVG o HUSC NO SIZE W H B TF A HEADER JOIST2 ULT UPLIFT FL
B --- HUS26 2x6 8 18/8 51/e 3 — (10)
HUS28 2x8,10 18/8 7 3 2 14-16d 6-16d 10000 1550 I 2430
HUS210 2x10,12 15/6 y 3 2 2216d 8-16d 13417 2000 3670
s HUS26-2 2 2xg 1 — 2 30-16d 10-i6d 18833 2630 3885
3 /8 53/is 2 — 11/is 4-16d 4.16d 8033 920 1070
(Not available HUS26-2TF 2 2x6 31/6 53/8 2 113/16 11/16 6-16d 4-16d 10400 920 2425
for HGUS,HHUS, HUS28-2 2 2x8 131/- 73/16 2 — 11/16 6-16d 6-16d 11190 1380 1605
and HUS2X) HUS210-2 2 2x8 31/8 71/a 2 115/16 11/16 8-16d 6-16d 13200 1380 3130
HUS210-2 2 2x10 31/8 93/16 2 — 11/16 8-16d 8-i6d 14550 1840 2140
HUS212-2TF 2 2x10 31/8 91/4 2 11/2 11/16 10-16d 8-i6d 17483 1840 3665
HUS212-2 2 2x12,14 31/8 103/4 2 — 11/16 10-i6d 10-16d 18033 2300 2675
HUS212.2TF 2 2x12 31/8 111/8 2 25/is 11/16 10-16d 8-16d 17483 1840 4100
�E
W-2TF 2 2x14 3125/16 11/16 12-16d -- 18267 1840 . 4100-2 2 2x6 truss 37/16 5 3 2 14-16d 6-16d 1n667 1575 2430
.2 2 2x8 truss 31/16 61/2 4 — 25/8 36-16d 10 16d 25183 2540 J 5760
® HIiUS28-2 2 2x8 truss 31/16 7 3
m — 2 22-16d 8-16d 19850 2100 3690
HHUS210.2 2 2x10 truss 37/16 9 3 2 30-16d 10-16d 22167 2630 4950
t- o HUS46 4x6 39/is 5 2 — 1 1/16 4-16d 4-16d 8033 920 1 1070
o HUS46TF 4x6 39/16 53/8 2 19/16 11/16 6-16d 4-16d 10400 920 2425
HUS48 4x8 39/16 7 2 — 11/16 6-16d 6-16d 11190 1380 1605
i HUS48TF 4x8 39/16 71/4 2 111/16 11/16 8-16d 6-16d 13200 1380 3130
N HUS410 4x10 39/16 9 2 — 16 8-16d 816d 14550 1840 2140-
■ HU0410TF 4x10 39/16 91/4 2 15/16 11/16 10-16d 8-16d 17483 1840 I 3665'
a HUS412 4x12,14,16 39/16 109/6 2 — 11/16 10-16d 10 16d 18033 2300 2675
HUS412TF 4x12 39/16 111/6 2 21/16 11/16 10-16d 8-16d 17483 1840 4100
X HUS414TF 4x14 39/16 131/8 2 21/16 11/16 12-16d 8-16d 18267 1840 4100
I HHUS46 4x6 truss 35/8 51/8 3 2 14-16d 6-16d 14667 1575 ' 2430
�I\ HHUS48 4x8
W truss 35/8 7 3 2 22-16d 8 16d 19850 2100 . 3690
�I q HHUS410 4x10 truss 35/e 9 3 — 2 30-16d 10-16d 22167 2630 4950
1 Roof loads are 125%of floor loads unless limited by other 2 Joist nails must be driven at an angle through the foist ifi
HUSTF criteria Floor loads may be adjusted for other load durations to guarantee the table loads
according to the code provided they do not exceed those in 3 Uplift loads have been increased by 33%for wind or ea
the roof column with no further increase allowed,reduce by 33%for no
criteria such as in cantilever construction
I
28
j (t Copynght 1991 SIMPSON STRONG-TIE
WOOD FASTENINGS
- r
8.5.13.3 The spacing between rows of bolts ments for members loaded parallel to grain with
paralleling the member shall not exceed 5 inches staggered bolts.
unless separate splice plates are used for each row 8,5.16.2 Staggering of bolts is desireable in
of bolts. members loaded perpendicular to grain.
8.5.14—Enid Distance " 8.5.17—Bolt Placement for Loads at
8.5.14.1 "End distance" is the distance Angle to Grain
from the end of a bolted timber to the center of It is virtually impossible to set up general
the bolt hole nearest the end. rules regarding the alignment, spacing, and dis-
8.5.14.2 For parallel-to-grain loading, the tances of bolts to cover all possible directions of
minimum end distance for full design loads shall applied load. Uniform stress in main members and
be: a uniform distribution of load to all bolts, how-
" (a) In tension, 7 times the bolt diameter for ever, require that the gravity axis of the members
softwoods and 5 times for hardwoods. shall pass through the center of resistance of the
(b)' In compression, 4 times the bolt diam- bolt groups.
etgr.
8.5.14.3 For perpendicular-to-grain loading; 8.6—LAG-SCREW JOINTS
the end distance shall be not less than 4 times the
bolt diameter. When members abut at a joint, the 8.6.1—Tabulated Lag Screw Design Values
strength of the joint shall be evaluated, not only Design values for ONE lag screw, either in
for the bolt load, but also as a beam supported by withdrawal or in lateral resistance in single shear in
fastenings as provided in 3.4.7. a two-member joint, are given in Tables 8.6A,
8.5.14.4 End distance requirements in 8.613, and 8.6C. The loads apply to normal loading
8.5.14.2 and 8.5.14.3 for parallel or perpendicular conditions when a lag screw is installed in seasoned
to grain loading may be reduced when the full Food that will remain dry in service. Tabulated
design load on the joint is reduced in proportion to values are subject to adjustment in accordance with
the reduction in end distance, except, no end applicable modifications herein.
distance less than one-half of those specified in 8.6.2—Number of Lag Screws
8.5.14.2 or 8.5.14.3 shall be used. When there is more than one lag screw in a
8.5.15—Edge Distance joint, allowable loads shall be determined in
accordance with 8.3. Spacings, end distances, and
8.5.15.1 "Edge distance" is the distance edge distances shall be sufficient to develop the full
from the edge of the timber-to the center of the required strength of each lag screw.
nearest bolt hole.
8.5.15.2 For parallel-to-grain loading in ten- 8.6.3—Quality of Lag Screws
sion or compression, the edge distance shall be at 8.6.3.1 Design provisions and design values `.
least 1'/z times the bolt diameter, except that for herein apply to lag screws of material conforming
Q/D ratios more than 6, the edge distance shall be to ASTM Standard A307, Low-Carbon Steel Exter-
at least 11/z times the bolt diameter or one-half the nally and Internally Threaded Standard Fasteners.
distance between rows of bolts, whichever is the 8.6.3.2 For lag screws having- other metal
greater. properties, the design values given herein for lateral
8.5.15.3 For perpendicular-to-grain loading, resistance may be adjusted in proportion to the
"the edge margin toward which the load is acting square roots of the yield point stresses of the
shall be at least 4 times the bolt diameter"and the lag-screw metal.
margin on the opposite edge shall be at least 11/z 8,6.4—Clearance and Lead Holes
bolt diameters. (See Figure 8.5K.)
8.5.15.4 Designs with heavy or medium Lag Screws shall be inserted in lead holes
loads suspended below the neutral axis of a beam bored as follows:
should be avoided. (a) The clearance hole for the shank shall
have the same diameter as the shank, and the same
8.5.16—Staggered Bolts depth of penetration as the length of unthreaded
8.5.16.1 See 8.2.1.6 for net section require- shank. '
.. 48 /v
4-L-l"
rover�P14,0fAe-4,5 J+S5,OC
R� L 540 Brickell Key Dr.,; Suite 1018
Miami, Florida 33131
ENGINE ER S (305) 381-8586 • (305) 876-6450 t�
Structural, Civil, Forensic Engineering Company
{
S
•• • • ••••
.. _ .__ _ ____. ___ ____ _. ______ ___ •_x-�-__ _ -••••
:0009:
/ /A
--
z ,
_ �1 -}- S S"I. 8 SSv I h
_
LL= SD PsF' DL=/SPSr` TL
LJ_ !rZ x Z _ 430 '���
t.
I
540 Brickell Key Dr., Suite 1018
A R M E L Miami, Florida 33131 —7-70,o A&D 2v�D
ENGINEERS (305) 381-8586 • (305) 876-6450
Structural, Civil, Forensic Engineering Company' ���e- Z O)
.b
-
•
-- --
. .... ......
. . .. . ......
•••••• •••• • •
Z) �k�s�,�G `- row y s — S.; •+�'.s�....•
./...1v_ -
k
b o-
i
.� p'�•T F�7,n5.
Via.
T.f ,�,),� 'Y•
• f`L1
- - — ---- - ------ - - --- --- — °`
41n
--- 1
4
r
•' 540 Brickell Key Dr., Suite 1018
A R M E L Miami, Florida 33131 -7700
ENGINEERS (305) 381-8586 • (305) 876-6450
A Structural, Civil, Forensic Engineering Company �st� `3 at•' 3
-- - -- - - --------- -- ----------------- -------------- ----�-- -- - --- 0000..
0000
0000.. .
. : 0000
• •0 000.
__.. ___ _ ,,,_ ._._ _ ._ _ _0000-_-_. __._-- 0_0__ 00___._._-_._ _- _... _._--._ •_ - f
---S��A�E �.�v 2 0000 •'--
- •
. . .. . 000000
��d �N s. 0000 0000..
0000.. 0000 . .
_ �, 0000 0000.
33 x 3 psF - - - : - - - - -- - - •
Oq
Zt
�o
Zhv
- -- - -- -- --- --- - - -
._ �E/Z �Y1� v;!� litJ�/� L.✓r n'`-yL',.r �.3-_
8
r r
_
- -
�' r;, C \. d"J
it
�K
Whole Building Performance Method for Commercial Buildings Form 40OA-97
ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
FLA/COM-97 Version 2 .2
)JECT NAME_SUNHOUSE CONSTRUCTION ADD._ PERMITTING OFFICE :
_)RESS : _363 GRANELLO AVE. _DADE COUNTY
_CORAL GABLES, FL. CLIMATE ZONE : 8
NER: SUNHOUSE CONSTRUCTION INC._ PERMIT NO:
AGENT: JURISDICTION N0: 231000
BUILDING TYPE: _Business (Office)
CONSTRUCTION CONDITION: Existing Building
DESIGN COMPLETION: _Addition
CONDITIONED FLOOR AREA: _1080 NUMBER OF ZONES : 1
MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 3
COMPLIANCE CALCULATION:
METHOD A DESIGN CRITERIA•••••• RESlKT-•-
----------------- ------ ------- ---�_. .
A. WHOLE BUILDING 66 .42 100 . 000..0.6 '....PASS$$..
PRESCRIPTIVE REQUIREMENTS : 00 0 0000:
LIGHTING •
.. ....
LIGHTING CONTROL REQUIREMENTS ••••'PASSES•:'
HVAC EQUIPMENT 0 :609
.... ......
COOLING EQUIPMENT . •
1 . SEER 10 . 00 9 . 70.E . ....PAS
S ��;
HEATING EQUIPMENT ...... 000000
1 . Et 1 . 00 ....N/A .....
AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS
.... .... . .
1 . Unconditioned Space 6 . 00 4 . 200 PASSeBs••�
REHEAT SYSTEM TYPES USED .
NO REHEAT SYSTEM is USED
WATER HEATING EQUIPMENT
PIPING INSULATION REQUIREMENTS
MPLIANCE CERTIFICATION:
k'_"' he_reby certify that the plans and Review of the plans and specifica
specifications coR-red b this calcu- tions covered by this calculation
lation, are in c nce with the indicates compliance with the
iwlorida Energy Florida Energy Efficiency Code .
>R?'ARED •BY: Before construction is completed,
1%)ATE• 3 pa this building will be inspected
for compliance in accordance with
I hereby certify that this building is Section 553 . 908, Florida Statutes .
in compliance with the Florida Energy BUILDING OFFICIAL:
Efficiency Code . DATE :
"OWNER/AGENT:
L"ATE:
I hereby certify(*) that the system design is in compliance with the Florida
Energy Efficiency Code .
SYSTEM DESIGNER REGISTRATION/STATE
ARCHITECT :
MECHANICAL:
PLIIMBING
t etECTRICAL:
GHTING -
Signature is required where Florida law requires design to be performed
registered design professionals . Typed names and registration numbers may
`used where all relevant information is contained on signed/sealed plans .
0000..
. . . 0 0 0 0 .. 0
.. . 0000 0000
.. 6
6. . 0000
. .
6 60 0 0 6.
6 0 0000 .
0000 0000 0
. 0 .
. . 6000 .000..
0 0000 :60600
.0006. 0000 . .
. . 0000 0 00009
6000.
C� fr
h � 1
V J
l
BUILDING ENVELOPE SYSTEMS COMPLIANCE
CHECK
401 . ------GLAZING--ZONE 1------------------------------------------------v-
Elevation ' Type U SC VLT Shading Area (Sgft)
Ith _ Commercial 1 . 31 . 9 1 None 48
fa�;t th Commercial 1 . 31 . 9 1 None 48
t Commercial 1 . 31 . 9 1 None 24
Commercial 1 . 31 . 9 1 None 24
Total Glass Area in Zone 1 = 144
Total Glass Area = 144
402 . ------WALLS--ZONE 1------------------------------------------------ ---
Elevation Type U Insul R Gross (Sgft)
-------:- -------------------------------- ----- ------- -----------
North 8" CBS .241 0 360
South 8" CBS . 241 0 360
West 8" CBS . 241 0 192
East 8" CBS . 241 0 192
Total Wall Area in Zone 1 = 1104
Total Gross Wall Area = 1104
403 . ------DOORS--ZONE 1------------------------------------------------ ---
Elevation Type U Area (Sgft) •
000.0
--------- ------------------------------------------ ---•- .. --------- .
Adjacent 1-3/8 Wood Door-Panel with 7/16" panels 0 . 57���� •����•21 �•0•
Total Door Area in Zone 1 X21 ;
Total Door Area '..•x•21
404 . ------ROOFS--ZONE 1---------------------------- •.
Type Color U Insul :R *•.rea FSq•ft)
------------------------------------ ------ ----- ----- - ----J!0-0----
'Shngl/1/2"WD Deck/WD Truss/6"Ba Dark 0 . 040 19" ;1-'1780 •�
Total Roof Area in Zone 1 0"1080
Total Roof Area 1080
405 . ------FLOORS-ZONE 1------------------------------------------•--- •-- •-- •
0000.. 0000 . .
Type Insul $ Area Nw"__t)
----------------------------------
------0000 --- ::.-.----
Floor over Conditioned Space/Uninsulated 0 1080 ...e0'
Total Floor Area in Zone 1 = 1080 •
Total Floor Area = 1080
406 . ------INFILTRATION-------------------------------------------------- ---
ICHECK
Infiltration Criteria in 406 . 1 .ABCD have been met .
MECHANICAL SYSTEMS
CHECK
----------------------------------------------------------- ---- ---
HVAC load sizing has been performed. (407 . 1 .ABCD)
4. 07 . ------COOLING SYSTEMS----------------------------------------------- ---
Type No Efficiency, IPLV Tons
-- ---------------------------- --- ---------- ----- --------------
- 1-., Single Package 1 10 1 2 .46
408 .------HEATING SYSTEMS----------------------------------------------- ---
Type No Efficiency BTU/hr
-------------------------------- --- ---------- --------------
1 . Electric Resistance 1 1 32765
409 . ------VENTILATION--------------------------------------------------- ---
ICHECK
Ventilation Criteria in 409 . 1 .ABCD have been met .
41,rj - - -AIR DISTRIBUTION SYSTEM---------------------------------------- ---
CHECK
-- --------------------=--------------------- ------------- ---- ---
Duct sizing and design have been performed. (410 . 1 .ABCD)
AHU Type Duct Location R-value
----------------------------------- --------------- ------- -------
Air Conditioners Unconditioned Space 6
CHECK
----------------------------------------- ------------- ---- ---
Testing and balancing will be performed. (410 . 1 .ABCD)
11 . -----PUMPS AND PIPING-ZONE ------------------------------ --- -------- ---
Basic prescriptive requirements in 411 . 1 .ABCD have been met .
PLUMBING SYSTEMS
411 . -----PUMPS AND PIPING-ZONE 1----------------------- ----- ----------- ---
Type R-value/in Diameter Thickness
----- ------------------ ------ --- --- ----- ---------
412 - -----WATER HEATING SYSTEMS-ZONE 1------------------ ----- ----------- ---
Type Efficiency StandbyLoss InputRate Gallons
ELECTRICAL SYSTEMS
CHECK
413 . -----ELECTRICAL POWER DISTRIBUTION--------------------
-: --� ��•�--
.. . ... ....
Metering criteria in 413 . 1 .ABCD have been met . ;
. .
. -----MOTORS-------------------------------------------
---�-s- -- �-- -.-.:.
Motor efficiencies in 414 . 1 .ABCD have been met .
415 . -----LIGHTING SYSTEMS-ZONE 1--------------------- ---- - - -•--- ---
Space Type No Control Type 1 No Control Type 2 No Watts Area fsgft) ••••••
---------- --- --- .... ....
Accounting 1 On/Off 4 None 1$00 •�•t080 •'•'•'
Total Watts for Zone 1 1800
. .... ......
Total Area for Zone 1 s�••�� ••��,@80
Total Watts : ...1.800
Total Area 0...1.080
_• CHECK ..:..•
Lighting criteria in 415 . 1 .ABCD have been met . •
16 . Operation/maintenance manual will be provided to owner. (1O2 . 1)
-----_--------------------------------------------------- ----- - - ------------
_ f
NEAT GAIN/LOSS CALCULATIONS
DATE:
STORE C1R'" Ays ZONE: ALL
CITY : 2a.a.L (:;At AREA: (OW
NEAT LOSS SENSIBLE NEAT GAIN
ITEM OR QUANTITY FACTOR STUN FACTOR STUN
1. ROOF i�1160 S.F. U x Ar i 4 o w U x AT
3.85 tits?)
2. WALL 1 bid q6 o S.F. U x AT U x AT
3. GLASS 1 (COND) A-U. 144 S.F. U x AT
.04 20 ° 2d 3024- ,n (S �IS,(• 22 4(o
4. GLASS 1 (RAD) Z3 0
S. WALL II — S.F. U x AT ...�.. U x oT
6. GLASS fl (COND) — --- S.F. U x AT .0 x AT „� r
-1. GLASS I I (RAD) /.4/0-4 S.F, s>=xsc
g.
LIGHTING
I7,112 WATTS 3.41 �2
9. PEOPLE $ NO 250
10. INFILTRATION lo�sb SF. JBIXImsx
11. PERIMETER j�jj L.F. 1.6x AT
44-1(,o
12. MISCELLANEOUS low S.F. _... 25x3.413
�S q/8
13. VENT. O/A 1.08 x AT 3$5� 1.05 x or
2
14. FAN MOTOR NTG : ° ; 3(d00
.... ._
�
TOTAL 2677-15
X 12 X 1.1 (�
V: �,NIMUM HEATING MINIMUM SENSIBLE
•�• •�• ••• ••• VLTPUT COOLING CAPAGIT*T'
. . . .... . . . ... ...
..... . . . . . .
. . . . . . . . ...
•o •• • • •Wes
8 O
Uj
BOUNDARY SURVEY '
r4o 1rr'm x`-
twolD) 143.78'.(R) 144.0° M MID)
t' x 2500' 5 ■
160' m k,• ?'oo,� I PROPERTY ADDRESS: a Q
4 N ''77 7 - 30 V 1 7700 SW 57th AVENUE AAIAAltI, FL.
DESCRIPTION W
70' a
a n w
The East 80.33 feet of Lot 1 Block 4 of "FA/RGLADE PARK° s 3 y "
z I U according to the Plat thereof as recorded in Plat Book 45 at Pages a u,,:
= w
■ / ( _cry_ ¢ R N H UI N
C4 a " _ a _ 80 of the Public Records of MIAMI-DADE County, Florida. ° '
LO ': Wh S.W. 58th AVE. Z
WH v O ❑ ;-' N 1 ice-+ o
M /23-401/ � I/� / / _ { Q Q
Ci
o a !!LL A LU
00 4
39 T
cij .Z
W w z •� o•
//.h�O�• QO - U • • •a a a a !•g
1 •• • tl ■ ° °Q °
- cn QP fib• __ � r • • • (/) • •
O.2 - �r 1 Q' • • •
// I ♦�_ _ - - I U }— •• •• lQ l
• ••4Q00b a a �•11cQ��•,10 y
F LP 7'O 118.57 c�°'°' O ....B 2
• Z ... Z .•
-
"� I�
��143: 4•y: --
-
0 0 W tu
FIP 11
20 •
••••U•.
MID) •
•••••• •a •� LL �o a
d ••o •S• o S� a
(a 32.5 PARKWAY a
g Q W LL u-
a o
S.W" 57th AVE. (RED ROAD)
24'ASPHALT PAVEMENT _ e m U U H U U
_!._ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - LOCATION SKETCH
N. T. S. !
REVr-
.r S.W. 57th AVE. °^'S
FIELD WORK
THLFPPA FLOOD WSURANCE RATE MAP DATED -17- ay 95 PUWJSNED BY TW FEDERAL EMER- CERTIFIED TO
Date
A9—73-1999 _
GENCY MANGEMENT AGENCY(F E,M A),DELINEATES THE HEREIN DESCRIBED LAND TO BE SITUATED
.Free fitit•'`F.V10,-,1'e„fe,h\ J '•`r.,'„ Wf7NnvZONE AE BASE FLOOD ELEVATION• + 10.0' ---- -- ---------
P NNNf y SUANOUSF,CONSTRUCTION,INC
COMMUNITY No. 120658 PANEL Na 0276 SUFFDr J NORMAN S. WFIDER,ESQ.
NOTES ATTORNEYS TITLE INSURANCE FUND,INC
\ ✓`* ,4'" ati o • THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP
!t ,t;_ • EXAMfAlAT10N OF THE ABSTRACT OF TITLE WU.L HAVE TO BE MADE TO DETERMINE RECORDED
�" .- y WSTRUMENTS,F ANY,AFFECTING THE PROPERTY THIS SURVEY IS SUBJECT TO DEDICATIONS,
r s ' LWTATIONS,RESTRICTIONS,RESERVA 77ONS OR EASEMENTS OF RECORDS
/ATE 7NC�',tfL"B� , .._
�� sy 1 ti 1 = '- •LEGAL DESCRIPTIONS PROVIDED BY CLfENT OR ATTESTING TITLE COMPANY:
9909-0419 _.:t#..
w �-= / • ARE REFERRED TO AN ASSUMED MERIDIAN,SY SAID PLAT IN THE DESCRIP770N BAEZ & ASSOCIATES, INC.
° d ' / •>F
or-Tw PROPERTY
SHOWN ELEVATIONS ARE REFERRED TON G.V D.OF 1929 LAND SU YORS •LAND PLANNERS rot{\ �� "'' L• •"UNLESS OTHERWISENOTED,TMS FIRM HAS NOTATTEMPTEDTOLOCATEDFOOTWGSANDlOR
4>�i,re arK1 Pounronnays. 434 S.W.63rd A . 'Miami,Florida 33144
t • NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAfSED SEAL OF A FLORIDA LICENSED
SURVEYOR AM MAPPER Office:(305)265-1002'Fax(305)265-0608