1150 NE 102 St (9)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date l -S,) - kb Job Address 1 160 k) g t (0a Tax Folio /(— 3405(3190/76
aEG& t3}3 t 43
Legal Description le. CO (a 1 4 c, W t.a. A - C.% Gl &Z Historically Designated: Yes No
Owner/Lessee / Tenant �"C VA (Pr W ` km. S Master Permit # qd3 va
Owners Address j 50 b /OA Phone — 75 1 — 60 234
Contracting Co. C"o (1�1, tJ � l.- P -Q2 Address b 76 l (3 o` o� 331
Qualifier -- OlA Cf— L. r 6 M ( G SS# �
State # CW O a+ 7 I. 669 Municipal # Competency # p� Ins. Co.
Architect/Engineer o �{ ' c A. 1. ( `. 1 o b S (S Address 5-6 1A) () / a gr, 631 7a
Bonding Company " Address
Mortgagor f'v V \ Address
Permit Type (circle on : BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION (J it (9-) — Ga CA- tk 1 14 7 /O :
Tau_ vAk.‘ 40 (s14 ," TO
Square Ft.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is acc
laws regulating construction and zoning. Furthermore, I authorize the above -n
My Commission Expires:
hots:/ ?� .I!c Stato of Florida
or,piiresa ,1c �V
J 25,19
el.a. CC31033U
o President Date
ic6 il
Estimated Cost (value)
at all
tracto
k wi
do the
Nt co.) dA,(4t
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
to and
ed co
ne in compliance with all applicable
stated.
ig as � of owner and/or'• Signature of Contractor or Owner- Builder Date
otary as to Owner and/or Condo President Date Notary as to Contractor or Owner - Builder Date
My Commission Expires: ' p.
FEES: PERMIT R 3 3, 3'f RADON C.C.F. NOTARY 5 TOTAL DUE 0 ' 't 6
APPROVED: �?
Zoning Building 4) Electrical : ``'` ' !% /d-/
Mechanical Plumbing Engineering
st �4 ' /" /qb
Interest In property:
Name and address:
Nctary Public
Print Notary's Name
My Carnrnissiari
STATE OF FLORIDA, COUNTY OF DADE
4
1 HF.P. BY CERTIFY that this is a :rue copy ° f t oy of
O71`C,IIl.1t1116 til this Gff'
t.. ,.. I9 y .y.
my
3y
3.Owner(s) name and address:
Name and address of fee simple titleholder:
d. Contracar's name and address:
170 It./A
6. Lender's name and adCess:
Section 713.13(1)(b). Florida Statutes.
NOTICE OF COMMENCE1u1ENT
PERMIT NO. TAX FCUO NO.
STATE OF FLORIDA:
COUNT`! OF OAOE:
i r;c UNOERSIGNEC hereby gives notice that improvements win be made] to certain real property. and in ac=rdance with
Chapter 713. Florida Statutes, the following information is provided in this Notice at Commencement.
1. Legal desciption of property and street address- O L*1(3 '4 7 7 Lcs/ R
2. Oesciption of improvement: lq- P P (f1 d )NO.) n a'_JOC/ -
1.fl c.a5 L c l3.
115'0 ' t F
ebc5
1 3 oZ r Gl� / !/�1t -� l 1� r s 3/6 /
5. Surety:(Payment bond required by owner from cantrac:or, if any)
Name and address:
Amount of bond S
7. Persons within the State of Fiona designated by Owner upon whom noti;cas cr other docanents may be served as provided
by Section 713.13(1)(a)7.. Florida Statutes.
Name,and address:
8. In addition to himself. Owner designates the following persons) to receive a copy of the Uenor's Notice as provided in
pot \ ro tz k ' b
6-Expiration date of s Notice of C"ci=encarnenv (the e.Xpiratign date ■e t; yea fr n the date c' roonrdk r_nle5s a
different date is spedfied) .
/ l y {•
'
Print Owners Name Q
Sworn to and subseibec before me this ,?-- day cf . 19 9t
PEGGY CASTRO
Notafy Peb.lio of Florida
My Comm. expire Aug 25, 1997
No.CC310888
3a5--a •• 606
96 8334743 1996 JUL 30 13:03
Po 1037 �L 1 L c a*t .
1
R sa,6/
E
Prepared by: '
Address: rib w C 3 v,
3 f f
JOB SITE: // A/6 /0 2 S/
TYPE OF REVIEW: VT,t? vLFri)/2-.44.
CODE SECTION
PAGE LOCATION
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
PLANS EXAMINiATION SHEET
DATE: 7/
BY: 276e
CODE SECTION PAGE LOCATION
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
PLANS EXAMINIATION SHEET
JOB SITE: //30 / f?
TYPE OF REVIEW: A51 E9C-} , c��
COMMENTS
DATE: 3e.Y2 9 6
BY:
JOB SITE: `,5:E4.2, ,L,E_
TYPE OF REVIEW: CJC yr L2' /HG-
CODE SECTION
PAGE LOCATION
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
PLANS EXAMINATION SHEET
LsE LE
MIAMI SHORES VILLAGE
BUILDING AND ZONING DEPARTMENT
10050 N. E. 2nd AVENUE
Ph. (305) 795 -2204 FAX: (305) 756 -8972
/ BUILDING PERMIT /CONTRACTORS REGISTRATION CHECKLIST
✓ Copy of STATE OF FLORIDA CERTIFICATION (DPBR) or STATE REGISTRATION
AND DADE COUNTY COMPETENCY LICENSE.
Copy of current OCCUPATIONAL LICENSE from county or municipality where
/ business is located.
✓ Certificate of Insurance for LIABILITY (addressed to Miami Shores
Village).
Certificate of Insurance for WORD'S COMP (addressed to Miami
ShoresVillage) or if exempt.
State of Florida LES Form B01 -204, Construction Industry Notice of
Election to be Exempt.
/ PLEASE SUBMIT EVERYTHING CHECKED OFF
✓ P ermit Application (signed by person performing the work, licensed
/ contractor and the property owner, bott signatures notarized).
✓ T wo sets of plans /drawings signed and sealed by registered architect or
engineer. Occupancies by Group Classification must be on plans and
permit application. All plans must include folio number and property
address. Amended plans, in addition to the above, must also include the
permit number.
__. Structural Calculations signed and sealed by architect or engineer when
applicable.
/ Current survey of the property.
\' p�Certificate of Elevation signed and sealed by Surveyor.
/ Substantial Improvements Checklist (contractor or owner).
✓ Two sets of energy calculations.
Two sets of signed & sealed Truss Plans (Engineer).
DADE County or State of Florida Products Approvals for roof materials,
sheds, windows, exterior /garage doors, aluminum carports, screen
enclosures, shutters awnings, skylights, french doors and etc.
Approvals from HRS, DADE County Impact Fee Section, Fire Department &
Health Department (when applicable).
/ Warranty Deed or Other Proof of Ownership if necessary.
✓ S tructural Review fee
- Flood Elevation
id 0.C.
y
'T
METRO-DADE
Security Aluminum Windows & Doors
Division of SE -GO Industries, Inc.
5100 N.W. 72 Avenue
Miami, Florida 33166
Your application for Product Approval of Series "7000" Aluminum Awning Window under Chapter 8 of
the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction,
and completely described in the plans, specifications and calculations as submitted by Miami Testing
Laboratory Inc. report No • MTL 15719 by John C Olcon P E dated Sep:ember 2 1993 has been
recommended for acceptance by the Building Code Compliance Office to be used in Dade County,
Florida under the Specific Conditions set forth on pages 2 -2a and the Standard Conditions on page 3 for
Glazed Products.
ACCEPTANCE No.: 93 -1014 05
_EXPIRES - . -September-31.-1997-
APPROVED: 110V 2 2 1993
ATW - EGRESS
PRODUCT CONTROL NOTICE OF .ACC PTAN
"" PLFASF NOTF ""
METROPOLITAN DADE COUNTY. FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SURE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MAW FLORIDA 33130.1553
(305) 375 -2901
FAX (305) 375.2906
Gil Diamond,, P :E.
Product Control Division
Supervisor
THIS is THE COVFRsHEFT. SFr ADDITION- PAGES FOR SPECTFTC AND GENFRAL
Co`.:DIT10
$1 TA.DING CODY. CO\IMTTTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County under the conditions set forth above.
Charles Danger, P.E.
Director
Building Code Compliance Dept.
Metropolitan Dade County
Security Aluminum Windt & Donn ACCEPTANCL ..o. : 93 -1014 05
APPROVED : - 14TTV 2 2 1993
: Sept 31 1997
•�s r
DFSCRTPTION OF UNIT ASSIGNED .ACCEPTANCE MARKIN ,S
ANSUAAMA 101 -88 A -R60 / F.E.R.
MMODEI. DFSIGNATION AATLA 1302.5 -76
Dade County Approval #, 93- 1014.05
"7000" Aluminum Awning Window Expires: Sept. 31, 1997
Approved for installation up to 150 ft. above grade.
OVER AIJ.ST7F i
2' 10 7/8" by 4' I" high
CONFIGT X/X/X/X
CAUTION; Elevation must be reduced in
the coastal construction zone.
NO. & S17.F OF VENTS ; Four; each, 33 3/8" by 12 1/8" high.
WFATHFRSTRIPPPING: Single vinyl bulb at frame sill. Double vinyl bulb at each vent
bottom rail, frame head and each frame jamb. Single Q -ton at perimeter of sub -frame, between
sub -frame and window frame.
OPERATORS & L.00ATIONS: One roto operator at lower left frame corner. One metallic
automatic cam lock in each frame jamb at each side of each vent. One 1/8" diameter by 7/16"
long metallic pin, 5 1/2" from bottom of each side of each vent.
GI.A7TNG r1ATERTAi : Double strength annealed glass.
GT 47TNG•MFTRO^• Everior glazed u.ir.c a': :esive bedding compound and a roiled
aluminum glazing bead.
WEFPHOI.FS: None
WINTINS; None
jtFTNFORCE\1_FNT• None
-2-
EXPIRES
Gil Diamond, P.E.
Product Control Division
Supenisor
5erurity Aluminum Wind c fi Donn ACCEPTANC. .o. : 93-1014 Os
APPROVED : NOV 2 2 1993
EXPIRES : Sept 31 1997
NOTIC'F OF AC CFPTANCF : SPECIFIC CONDITIONS
EGRESS F 4TUR S: Dual frame unit: each vent installed in an exterior swinging egress
frame, acting as an out - swinging casement, 37" by 50 5/8" high overall, using one hinge at left
frame jamb, 3 1 /8" from top and bottom (total of two). One metallic egress lever type lock, 12"
from each end of awning right frame; a metallic connecting bar attached to each lever handle of
cam locks to enable each lock to open and close simultaneously. Lever type locks secured to
frame using two No. 10 by 1/2" screws per lock are required.
Note: For loads over 76 psf, two No. 10 by 1/2" screws per lock are required.
Egress Opening
Width of opening 31 7/8'
Height of opening 47"
Square foot of opening 10.4 sq. ft.
ADDITIONAT. DESCRIPTION • Flange type frame.
TFSTS C C'R£«'S AND METHOD OF ATTACR'sIFNT
INTERIOR WIND LOAD: 91.0 PSF
EXTERIOR \1'INDLOAD: 91.0 PSF
WATER RESISTANCE : 9.10 PSF
INFILTRATION : 0 .07 CFM/FT
SELL :2- #10x2 "FHSMS
HEADER : 2- # 10 x 2" FH SMS
JAMBS : 3 - #Sx 1 1 /2 "FHSMS
TOTE: please see Note # 11 .page 3
FORCED ENTRY : MTh 15719
APPROVED TOR ELEVATIONS UP TO: 150 FT. Above Existing Grade valid until
December 31, 1993 when a design pressure rating of 60.7 p.s.f. shall apply.
This product must be re- evaluated for structural adequacy when installed within the Coastal
Construction Zone in accordance with Chapter 23 Subsection 2309.2 (b) of the South Florida
Building Code.
-2a-
Gi Diamond, P.E.
Product Contro s' sion
Supervisor
NOTICE OF ACCEPTA>\..i: STANDARD CONDITIONS FG -. GLAZED PRODUCTS
1. For muhiple window installations, approved mullion drawings and calculations must be
filed with Product Control.
2. This Acceptance will qualify smaller units of the same design and as the unit tested.
3. All units must be labeled. giving the manufacturer's name, Dade County Product Control
Approval Number. approved elevation and date of expiration
4. Extension of Acceptance may be considered after a new application has been filed and the
supporting data, for test reports less than four (4) years old, has been re- evaluated.
5. Any revision or chance in materials, use or manufacture of the product shall automatically
be cause for termination, unless prior approval is granted for revision or change.
6. Any unsatisfactory performance of this product or a change in Code provisions shall be
grounds for re- evaluation.
8. Aluminum windows and sliding doors have been tested in accordance with ANSI/AANLA
101 -88 or for wood window unit by ANSIJN\VWDA I.S. 2 -37 and sliding doors
-- ANSIINW DA LS - 3-3 - and - sw - iag - doors - r Si/tN'h h DA 1:5 - 8=88-
9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23
of the South Florida Building code.
10. Hardware for all windows and doors shall conform to Security and Forced Entry
Prevention, Chapter 36 of the South Florida Building Code.
11.
R
• Revised 5 -20 -92
This Acceptance shall not be used as an endorsement of any product sales or advertising
purposes.
The spacing of fasteners shall be as tested or 24" whichever is Less.
The first fastener shall be located a maximum of 6" from each corner and mullion or stile.
Minimum penetration of fastener shall be as tested or 3/4" whichever is higher. No wood
or plastic shields or pins shall be used.
Unless otherwise noted in the test report, minimum size of screws shall be No. 8 for first
and second floor installations and No. 10 for all other floors above the first and second
floors.
-3-
it Diamond, P.E
roduct Control Division
.Supervisor
Or MO n•o,
PRODUCT CONTROL NOTICE OF ACCEPTA
Security Aluminum Windows & Doors
5 100 N.W. 72 Avenue
hliamf, FL 33166
METROr'OLITAN DADE COUNT''. FLORIDA
METRO•DADE FLAGLEn BUILDING
NCE
BUILDING CODE COMPLIANCE OFT ICE
SUIT 1603
METRO DADE rLAc urn OsLMNG
140 WEST rLAGLER STREET
MIAMI. fLOSIDA 33130'563
(305) 375.2901
fAX (305) 375-7900
INTERNET: mdcc0I C shadowy. net
PRODUCT CONTROL SECTION
(30-4 375.2907
FAX (305) 3776339
Your application for Product Approval of:
Series 2500 Aluminum Sliding Glass Door
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted b)).
Applicant. along with Drawing Nn. 1176 -11. Streets 1 and 2 of 2. (For listing, see Section 8
of this Notice of Acceptance)
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
reserves the right to secure this product or material at anytime from a jobsitc or manufacturer's plant for
quality control testing. if this product or material fails to perform in the approved manner, the Code
Compliance Office may revoke. modify, or suspend the use of such product or material immediately. The
applicant shall re- evaluate this product or material should any ammendmcnts to the South Florida Building
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the
the right to revoke this approval, if it is determined by the Building Code Compliance Office that this
product or material fails to mtet the requirements of the South Florida Building Codc. The expense of
such testing will be incurred by the manufacturer.
Acceptance No : :95.073f:01 -- .
Espires:06/20 /99
Approved:06/20/96 -
au l Itoditgucz
Product Control Supervisor
THIS IS TIIE COVERSIIEET, SEA ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Codc Committee to be uscd in DNie
County, Florida under the conditions set forth above.
r cs anger. . It .
Director 77
Building Codc Compliance Dept.
Metropolitan Dade County
Security AhtminunOlindtLL&I)9ors ACCEPTANCE Nn.: 95 -0711 Q L_
APPROVED : JUN 2 0 1996
- 2 -
EXPIRES : JUN 2 0 1999
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. DESCRIPTION OF UNIT
1.1 This approves an aluminum sliding glass door designed to comply with the South Florida fluilllint•
Code. 1994 Edition for Dade County, for the locations where the pressure requirements, as dctemtincd by
ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design
Pressure Rating values in Section 7 and within the limitations contained in Section 3.
1.2 Model Designation; Series 2500 Aluminum Sliding Class Door.
1.3 Overall Size. 15' 11 -1/2" wide by 6' 8" high x 4" deep.
IA Cjinfsgstraim XXXO
1.S No. & Size of Panels: Pour: Two center moving panels at interior track. 48 -314" x 79. 1/16" high
and 48 -1/4" x 79 -1/16" high; One moving panel at exterior track 48 -1/4" x 79 -1/16" high and One
fixed panel at exterior track, 48 -1/4" x 79 -1/16" high.
• 2. MATERIAL CHARACTERISTICS
2.1 Frame and Door Panel Matcrill; Aluminum alloy 6063 - T6 and 6063 - T5.
2.2 Glazing
2.2.1 GlazinpJtlaterial; Full lite, 3/16" tempered glass (single glazed).
2.2.2 CIasint• Method; Channel glazed using a flexible channel vinyl glazing bead into a
.376" wide x .558" deep glazing pocket.
2.2.3 Daylirht f)penin(;Size Each lite 45" wide by 75" high
2.3 Frame Construction;
23 A 1' face x 4 " "dccp'x :062" wait thickness extruded 2aiaci- cifan
2.3.2 ,lambs; A .750" face x 4.259" deep x .062" wall thickness extruded aluminum 2 -track jamb
with 2 pile groove per track and one screw spline.
. 2.3.3 jrack; A .153" high. .375" to top of track x 4.546" wide x 1.250" high overall interior sill
flange extruded aluminum track is used at sill.
2.3.4 Corner construction; Corners are butt joints. each comer is secured with one No. 8 X I" sheet
metal screw into screw spline in jamb and scaled with aluminum colored sealant.
2.4 Panel Construction: '
2.4.1 $)i(ss; Lock stiles conijst of 1.074" deep x 1.875" face x .062" wall thickness extruded
aluminum tube with a .376" x .558" pocket for glazing: interlock stiles arc 1.671" dccp x 1.375"
face x .062" wail thickness aluminum tube with a .376" x .587" pocket for glazing, a bumper and a
pile groove; female astragal stile is 2.437" face x 2.906" dccp x .062 '71.28" wall thickness
aluminum tube with a .376" x 0.875" pocket for glazing and a double pile groove.
2.4.2 Rails: A 0.938" deep x 2.055" face x .062" wall thickness extruded aluminum tube whit a
.376" x 0.587" pocket and one spline is uscd at top and bottom rails.
2.4.3 Corner construction; Panel comers are butt joints. each comer secured with one No. 10 x 1"
sheet metal screw into each top and bottom rail and scaled with a white sealant.
ffh
\rant cl Pcrcz. P.E Plan '. 11
Product Control Division
Security Aluminum, Windoss s .0 Doors
2.5 Weathcrstrippinp;
Quantity Description
2.5.1 Single row Pile with integral plastic fin
2.5.2 Double tow Pile
. 2.5.3 Single row Vinyl flap
2.7 Weepholcs;
-2a-
ACCEPTANCE Nu.: 05- 0711 01
APPROVED
EXPIItES
NOTICE OFACCFPTANCF• SPECIFIC CONDITIONS
: JUN 2 0 1996
: JUN 2 0 1999
Lstllion
Al each frame jamb on exterior of
panels.
At cach fixed panel top rail.
At each panel interlock gale, each frame
jamb on interior of parels, and at panel
top and bottom rails.
At female astragal stile.
2.5.4 Double row Vinyl flap
2.6 Hardware;
Qty" Description Location
2.6.1 Two Standard series !lush mounted steel lock One at left panel jamb lock stile and one
set at right center panel male astragal stile.
each 41" from bottom tail.
2.6.2 Eight Adjustable metallic wheel housing One at each end of each panel bottom
rail.
2.6.3 Two Steel security lock pin One at each interior interlock stile, 6'
from bottom rail, locking into exterior
interlock.
Qty, Description Lusatian
2.7.1 Two 3/4" weep notch One at each end of each track in franc
sill.
2.8 Muntins: None
2.9 Reinforcement;
Qt Description Location
2.9.1 Four 1 -1/2" x 1/4" x 72" long steel bar One at inside of each interlock stile.
2.9.2 Four 3/4" x 3/4" x 39" long alum. tube One at inside of each panel bottom rail.
_ f1' ?tom
Mast •I Perez, 1'.G flans )miiucr 11
Produc untrol Division
Sccurir% Aluminum Windosss Si Doors ACCEPTANCE No.: 95 -1711 01
2.10 Sealants 3r Pads; Each frame corner. installation screws and all panel comer seams on the interior
are sealed with clear silicone sealant. Pads shall be installed as follows:
Description Location
2.10.1 Eight
2.10.2 Two
2.10.3 Two
NOTICE OF ACf'EPTANeF: SPECIFIC CONDITIONS
1 -5/8" x 1 -3/4" alum. closure with a
closed cell foam pad
APPROVED : JUN 2 0 1996
EXPIRES JUN 2 0 1999
One at top and bottom of each interlock
stile. secured to stile with one #10 x I"
comer panel assembly screw.
1 -1/4" x 1/4" x 2 -3/8" long closed cell at top and bottom of female astragal
foam pad. stile.
1 -1/2" x 1/4" x 1/2" closed cell foam at top and bottom of left frame jamb
pad.
2.11 Additional Description: A 3/4" x 1" x 1/8" x 3 -3/8" long aluminum angle retainer bracket is installed
on the exterior of each set of interlock stiles and asuagal stiles. each secured to sill with two #I2 x 1 -1/2"
FH SMS. Overall interior sill flange is 1 -3/4 ", using an extender plate fastened to the interior 1 -1/4" sill
flange.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in Section 10.
3.-2 -T he ring - configurations - shat! also - qualify - underibis 'approval : X;OX O:iQDX :i anu OXNO
3.3 Head receptor is not allowed to be used in this installation.
3.4 For Design Pressure Rating see Section 7.
4. INSTALLATION
4.1 Screws and Method of Attachment
SILL : Double Row #10 x 2" PFH SMS w /lead shields into concrete, located 5" from comers and 22 "o.c.
IIEAD : Double Row #10 x 2" PF1I SMS into 2x wood buck. located 5" from corners and 22" o.c. max.
Additionally, clusters of four #10 x 2" PFH SMS into 2x wood buck, at interlock and astragal locations.
JAMBS: Double Row # 10 x 2" PFII SMS into 2x wood buck, located 6" from corners and 14" o.c. max.
FI. ED PANEL: Fixed panel is secured the frame jamb with three aluminum anchor clips. 3 -12' from
:ach end and one at midspan, each secured with one 66 x 1/2" self - drilling screw.
Note: Please see Note #11, Page 3.
4.2 Limit shim space to a maximum of 1/4 ".
1.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in
:ompliance with the South Florida Building Code.
1.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have
dequate protection against corrosion. per DIN 50013. Aluminum contacting metals not considered
. ompatible shall be properly protected.
-2b-
Mans I Perez, P.E. Plans fj(,tl titter 11
Product i ntrol Division
1 F.ST
TEST LOADS
DESIGN Ism DS
sIR INFILTRATION ® 1.57 PSF
SFDC PA 202-94 (0.37 CFM/FT)
0.32 CFM /FT'
FTL -1203
'!NIFORM STATIC PRESSURE DESIGN LOADS
:FDC PA 202.94 POSITIVE 30 Seconds
•45.0 PSF
FTL -1203
•45.0 rSr
FM-1203
UNIFORM STATIC PRESSURE DESIGN LOADS
SFBC PA 202-94 NEGATIVE 30Seconds
-45.0 PSF
FTL -1207
-45.0 PSF
FTI. -17.07
WATER RESISTANCE (PSF) -
SFDC PA 202-94
•6.70 PSF
FTL -1203
•44.7 PSF
rTL -1207
UNIFORM STATIC PRESSURE FULI. TEST LOAD
SFDC PA 202.94 POSITIVE 30 Seconds
•67.5 PSF
FTL -1203
•45.0 PSF
FTL -1203
1JNIFORM STATIC PRESSURE FULL TEST LOAD
SFDC PA 202-94 NEGATIVE 30 Seconds
-67.5 PSF
FTL -1203
.45.0: sr
Fl L -1203
FORCED -ENTRY RESISTANCE (FER)
SFDC 3603.2(bx5) PA 202 -94
NO ENTRY
FTL -1207
Design Pressure Rating (Positive)
•44.7 PSF
Design Pressure Rating (Negative)
-45.0 PFF
For Design Pressure Rating vs. Door Panel Site, see Table on DN g. \V 96 -I 1, Sheet 1 or 2.
$eenkIfiluniniim‘ i Door} ACCEPTANCEIM1o.: 95 -071L.
APPROVED
EXPIRES
NOTICE. OF ACCEPTANCE. SPECIFY CONDIITON$
5. IDENTIFICATION
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo. city, state and (oleos ing
statement: "Dade County Product Control Approved ".
6. USE
6.1 Application for building permit shall be accompanied by two copies of the following:
. 6.1.1 This Notice of Acceptance
6.1.2 Completely dimensioned drawing showing size and location, including height above grade of
opening to receive door, mean roof height. length and width of building.
6.2 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening
in which it is to be installed.
6.3 Note; The installation of this unit will require a hurricane protective system.
: JUA 2 0 1000
JUN 2 0 1999
Mann 1 P rcz. P.E. Plan amincr II
Product Control Division
-2c- -2d-
Security Alumintum lYindows & Doors
7. TESTS PERFORMED:
ACCEPTANCE No.: 95 -0711 Rl
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITION
RESULTS:
: JUN 2 0 1996
• JUN 7 0 1on9
- 8:EVIDENCESUBMITTED -
8.1 Tests:
8.1.1 Test reports on 1) Air Infiltration Test. per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test. per PA 202 -94
4) Forced Entry Resistance Tcst per PA 202 -94 & AAMA 13015 -1976
along with installation diagram and marked -up drawings of an aluminum sliding glass door
prepared by Fenestration Testing Laboratory, Inc., Report No. FTL -1203, dated July 1 I, 1995.
re- issued on 8/29/95, signed and sealed by Yamil Gerardo Kuri, P.E.
8.2 Drawings:
8.2.1 Manufacturer's die drawings and sections and Dwg. W96 -11, Sheet 2 of 2..
8.2.2 Assembly drawing of tested unit, Series 2500 (R -45) Sheets I thru 3 of 3.
•
8.2.3 Drawing No. W96 -I 1, Sheet 1 of 2 "Aluminum Glass Door" for Security Aluminum
Windows, dated 04/11/96, signed and sealed by l lumayoun Farooq. P.E.
8.3 Calculations:
8.3.1 Comparative Analysis and Anchor calculations, prepared by Al- Farooq Corp. dated April
I, 1996, signed and sealed by I lumayoun Farooq, P.E.
9. COMPARATIVE ANALYSIS: See Comparative Analysis Chart in Drawing No. W96-1I Sheet I of 2.
10. TYPICAL ELEVATION: See Drawing No. W96-11 Sheet 2 0(2.
Man Perez. P.E. Pla'.s I' miner 11
Produ rcontrol Division
9. This Acceptance contains pages t, 2, 2(a) through 2(d) and this bst page 3.
ACCEPTANCE No • 9S -0711 o
. JUN ? 0 1996
• JUN 2(1 1999
APPROVED
EXPIRES
NotirF OF ACCEPTANCE STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original
submitted documentation. including lest supposing data. engineering documents, are no older than eight (g) years.
2. Any and all approved products shall be permanently labeled with the nwtufacturer'f name. city. state, and the following
statement: "Dade County Product Control Approved". or as specifically stated in the specific conditions of this
Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the
product is not in compliance with the code changes:
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of dos acceptance, including the
correct installation of the product;
d) The engineer who originally prepared. signed and sealed the required documentation ins; tally submitted , is
no longer practicing the engineering profession.
4. Any revision or change in the materials, use. andfor manufacture of the product or process shall automatically be cause
for termination of this Acceptance. unless prior w ritten approval has been requested (through Use filing of a revision
application with appropriate fee) and granted by this oilier.
S. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endoesement of any product, for sales, advertising or any other purposes.
6. The Notice of Acceptance number preceded by the words Dade County. Florida, and followed by the expiration date
may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be dune
in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents. where it applies, shall be provided to the
. user by the manufacturer or as distributors and shall be available for inspection at the jab site at all times. The copies
need not be resealed by the engineer.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
Items 10 11 & 12 listed below only apply to Planed products and doors
10. Unless specifically indicated in the Acceptance (approval). this unit is approved as a single unit installation. For
multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section.
1 1. The spacing of fasteners at window sills shalt be as indicated in Section 4 of this Notice of Acceptance. The spacing of
fasteners in all other pans of the frame. shall be as indicated in Section 4 of this Notice of Acceptance. but in no case
Shall exceed 24• on center. The first fastener shall be located at a maximum of 6" from each comer and mullion or
stile. Fastener shall fully penetrate the buck. which stall be the same size as the one tested with the unit. No wood or
plastic shields or pins shalt be used for anchoring.
12. Hardware for all w indows and doors shall conform to Security and Forced Entry Prcvenaion, Chapter 36 pfih. South
Florida Building Code.
END OF TIIIS ACCEPTANCE
htanu(l Perez. P.E. Plans En. r II
Product Control Division
SecfHaluminum Windows & Doors
5100 N.W. 72 Avenue
Miami, FL 33166
Acceptance No.:95- 0929.25
Expires:03 /01/99
cpproved:03/01/96
2 ;
PRODUr.-_0NTROL NOTICE OF ACCEPTANCE
METROPOLITAN DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
SUITE 1603
METRO DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI. FLORIDA 33130-1563
(305) 375-2901
FAX (305) 375 -2906
INTERNET: ,n c° Mswadow.net
PRODUCT CONTROL SECTION
(305)375.2902
FAX (305) 312.6339
Your application for Product Approval of:
Series 7000 Awning Type Window
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted by:
4 pplieant (For listing, see Section 8 of this Notice of Acceptance)
Phis approval shall not be valid after the expiration date stated below. The Office of Code Compliance
eserves the right to secure this product or material at anytime from a jobsite or manufacturers plant for
)uality control testing. If this product or material fails to perform in the approved manner, the Code
2ompliance Office may revoke, modify, or suspend the use of such product or material immediately. The
Ipplicant shall re- evaluate _this_product_or_materia! - should- any- ammcndments- to-thc Florida Budding
=ode be enacted affecting this product or material. The Building Code Compliance Office reserves the
he right to revoke this approval, if it is determined by the Building Code Compliance Office that this
roduct or material fails to meet the requirements of the South Florida Building Code. The expense of
such testing will be incurred by the manufacturer.
taut Rodfigucz
Product Control Supervisor
TIIIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be uscd in Dade
County, Florida under the conditions set forth above.
Director
Building Code Compliance Dept.
Metropolitan Dade County
Sccuritalminanalludivainalbian ACCEPTANCE No.: 95- 092925
2.5.1 Single Vinyl Bulb
2.5.2 Double Vinyl Bulb
•2 -
APPROVED
EXPIRES
NOTICE OF Ar CEPTANCE: SPECIFIC CONDITIONS
►l,pp 0 1 1996
. rR 0 1 1999
1. DESCRIPTION OF UNIT
1.1 This approves an aluminum awning window designed to comply with the South Florida Building
Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by
ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ". do not exceed the Design
Pressure Rating values in Section 7 and within the limitations contained in Section 3.
1.2 Model Desirnation Series "7000" Aluminum Awning Type Window.
1.3 Overall Size Y 1 -1/8" wide by 7 2" high by 1 -7/8" deep
1.4 Configuration X/X/X/X/X/X/X
1.5 Plo. & Sire of Vents. Seven; each 36" x 12 5/8 ".
2. MATERIAL CHARACTERISTICS
2.1 Frame and Sash Material; Aluminum alloy 6063 -T5.
2.2 Glarino:
2.2.1 Glaring Material- Double strength annealed glass.
2.2.2 Glaring Method; Exterior glazed with 3/8" glazing penetration, using gray colored adhesive
bedding compound and rolled aluminum glazing bead.
2.3 Sash Construction;
2.3.1 Stiles: Consist of a vent side of unequal legs, 1.375" exterior face, 0.375" interior face 0.968"
deep and .062" wall thickness aluminum extrusion.
2.3.2 Rails: Consist of a vent top_0 968-face -by- 1:03 - deep - nd- 062- wall
extrusion. Vent bonom 1.218" face by 0.968" deep and .062" wall thickness aluminum extrusion.
2.3.3 Corner Construction: Butt joints; each vent corner is tabbed over
2.4 Frame Construction;
2.4.1 Head: 2.800" face by 1.875' deep and .062" wall thickness aluminum channel shaped
extrusion.
2.4.2 Jambs: 2.095" face by 1.875' deep and .062" wall thickness extruded aluminum.
2.4.3 Sill: 2.028" face by 1.875" deep and .062" wall thickness, extruded aluminum.
2.4.4 Corner Construction: Bun joints; frame corners secured with one tt8 x I" SMS.
2.5 Weatherstripping:
Quantity Description Location
Frame sill and bottom rail of
bottom vent.
Frame head. each frame jamb and
vent bottom rail of top six vents.
Man heJ Perez, P.E. PI
Product Control Division
e of
he
cite
:r II
$eeuri luminnm Windows and Doers ACCEPTANCE No.: 95 - 092925
2.6 Wrd2vart::
Quantity Description
2.6.1 One
2.6.2 One
2.6.3 One
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITION
Description
Km 0 1 1996
MIAR 0 1 1999
Roto Operator Lower left frame corner.
Automatic metallic cam lock Frame jamb, each side of each vent.
3/16" diam. x 112" long metallic pin 5 -3/4' from bottom rail of each side
of each vent.
2.7 3Yecphgkl; None
2.8 MuoIins; None
2.9 Reinforcement; Nora
2.10 Additional Description; 1-1/2" high overall interior sill flange uscd. Flange type frame.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in Section 10.
3.2 Units with dimensions equal to or smaller than those shown in Section 1.3 shall also qualify under this
approval.
3.3 For Design Pressure Rating see Section 7.
4. INSTALLATION:
4.1 Screws and Method of Attachment
SILL : Two, 3/16" x 2 -3/4" Fri Tapcons located at 6 -112" from corners and 24 -1/8" o.c. maximum.
HEADER: Two, 3/16" x 2 -3/4" FH Tapcons located at 6-1/2" from comers and 24 -1/8" o.c. maximum.
JAMBS : Five, 3/16" x 2 -3/4" FH Tapcons located at 6 -1/2" from corner and 18 -1/4" o.c. maximum.
Note: Please see note HI 1. Page 3
4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in
compliance with the South Florida Building Code.
4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have
adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered
compatible shall be properly protected.
S. IDENTIFICATION
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Dade County Product Control Approved ".
2a
Man el Perez, P.E. Plans
Product Control Division
ccnri Aluminum Windows and Boon ACCEPTANCE No.: 95- 1)92975
APPROVED m. 0 1996
EXPIRES , MAR 0 1 1999
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
6. USE
6.1 Application for building permit shall be accompanied by two copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Completely dimensioned drawing showing size and location, including height above grade of
opening to receive window, mean roof height, length and width of building.
6.1.3 Manufacturers installation instructions.
6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the
permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobaite
at all time.
6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the
opening in which it is to be installed.
6 :4 Theinstatiatioa of thieunit will - require a iiurscane protective system.
-2b-
CU/
Menu Perez, P.E. Plans
Product Control Division
finer 11
WINDOWS W/DSB- ANNEALED GLASS
WINDOW DIMENSIONS
DESIGN LOAD - PSF
WIDTH (inches)
HEIGHT (inches)
EXTERIOR
INTERIOR
19 -1 /8
26
2 VENTS
(3 anchors/jamb)
80.0
145.3
26 -1/2
80.0
93.9
37
62.5
62.5
19 -1/8
38 -3/8
3 VENTS
(4 anchors/jamb)
80.0
142.7
26 -1/2
80.0
91.8
37
60.9
60.9
19 -1 /8
50 -5/8
4 VENTS
(5 anchors/jamb)
80.0
141.6
26 -1/2
80.0
90.9
37
60.2
60.2
19 -1 /8
63
5 VENTS
(6 anchors/jamb)
80.0
137.7
26 -1/2
80.0
90.3
37
59.8
59.8 _
19- 1 / °0 -- -
-- - 74 -1 /4
6 VENTS
(7 anchors/jamb)
80.0
136.3
26 -112
80.0
90.9
37
60.2
60.2
19 -1/8
86
7 VENTS
(8 anchors/jamb)
80.0
134.5
26 -1/2
80.0
90.9
37
60.2
60.2
TEST
RESULTS
DESIGN LOADS
AIR INFILTRATION .Cd 1.37 PSF (13 MPII)
\FDC PA 202 -94 (0.37 CI'M/FT')
0.13 CFM/FF'
FTL -1276
l rNIFORM STATIC PRESSURE DESIGN LOAD
SFliC PA 202 -94 POSITIVE
.60.0 PSF
FTL -1276
•60 0 I'SF
FTL -1276
UNIFORM STATIC PRESSURE DESIGN LOAD
'FNC PA 202 -94 NEGATIVE
-60.0 PSF
FTL -1276
-60 0 PSI
FTL -1216
wATLR RESISTANCE (PSF)
NI DC PA 202.94
•12.0 PSF
FTL -1276
•30 0 PSF
FTI. -1276
1 MIrORM STATIC PRESSURE FULL TEST LOAD
\FRC PA 202 -94 POSITIVE
•900 PSF
FTL -1276
•600PSI'
FTL -1276
UNIFORM STATIC PRESSURE FULL TEST LOAD
.FRC PA 202 - 94 NEGATIVE
-90 0 PSF
FTL.1276
-60 0 PSF
FTL•1276
ORCLU -ENTRY RLSIS1ANCE. (FER)
AAMA 1302 3
SATISFACTORY
FTL - 1276
---
Design Pressor, Rating (Positive)
.60.0 PSF
Lesgn Prn •re Hating (Negative)
.60.0 PSF
For Drsto Pressure Rating vs. Window Dimensions it Comparative Analysis table in Section 9.
•
4
Seeuri Alnmin m Windows and Doan ACCEPTANCE No.: 95 -0979 74
7. TESTS PERFORMED
NOTICE OF ACCF.PTANf E: SPFfIFIC CONDITIONS
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test reports on_1_)_Air infiltrationTess, - SFBC -PA 202 =94
2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94
3) Water Resistance Test, per SFBC PA 202-94
4) Forced Entry Resistance Test, per AAMA 1302.5 -76.
along with installation diagram of an aluminum awning window prepared by Fenestration Testing
Laboratory, Inc., Report No. FTL -1276 dated September 26, 1995, re- issued on February 12, 1996,
signed and scaled byYamil Gerardo Kuri, P.E.
8.2 Drawing:
8.2.1 Manufacturer's die drawings and sections.
83 Calculations:
8.3.1 Comparative Analysis and Anchor Calculations for Security Aluminum Windows, of
Awning Type Window by AI- Farooq Corporation dated 9/26/95, signed and sealed by Flumayoun
Farooq, P.E., Nov. 13, 1995.
2c -
APPROVED
EXPIRES
MAR 0 1 1996
PAPA 0 1 1999
�1 Q1iir Ii2
Matt .1 Perez, P.E. Plans J? hminer 11
Product Control Division
SturittAlsmigiumMindfamanstkian ACCEPTANCE No.: 954279 25
9. COMPARATIVE ANALYSIS:
APPROVED
EXPIRES
NOTICE (W ACCEPTANCE: SPECIFIC CONDITIONS
-2d-
MAA 0 1 1996
A1AA 0 1 1999
/3/1/ i¢0o
Manue rcz, P.E. Plans j
Product Control Division
SamilLaiM11111132thlaMELMILD0011 ACCEPTANCE No.- 95 -0979 24
10. TYPICAL ELEVATION:
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
2e
BM 0 1 1996
MAR 0 1 1999
Man erez, P.E. Plan :minim II
Product Control Division
Seenri Aluminum Windom and Doon ACCEPTANCE No 95 -0929.25
10.1 TYPICALCROSS SECTION:
10.1.1 Vertical:
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
2t
APPROVED : MW1 0 1 1996
EXPIRES : MAR 0 1 1999
1/f .. M.
CZ/E
Manuel- Perez, P.E. Plans aminer 11
Product Control Division
Seeeurity Aluminum Windows and Doers ACCEPTANCE No.: 95 -4979 7 5
1.1.2: Horizontal:
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
2g •
APPROVED : MAR 0 1 1996 APPROVED
EXPIRES : MAR 0 1 1999 EXPIRES
NOTtf E OF AC FPTANCF STANDABD romnr r1np(s
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original
submitted documentation. including test wpponing data. engineering documents, we no older than tight (1) yeas-
2. Any and all approved products shall be permanently bawled with the manufacturer's tame, city. state. and the following
statement: 'Dade County Product Control Approved', or as specifically sated in the specific conditions of this
Acceptance.
Manu&LPcrcz, P.E. Plans*amincr 11
Product Control Division
Seza iry Alum ■■e Windows a.d Deon ACCEPTANCE Ns: 91
: JWR 0 1 1996
M R 0 1 1999
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this product and
the product is not in compliance with the code changes;
b) The product is no longer the same produce (identical) as the one originally approved;
c) If the Acceptance holder has nee complied with all the requirements of this acceptance. including the
carat installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially submitted
is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be acme
foe termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision
application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process;
- b) .`.I s::sc of thi; Acceptance as an endorsement of any product, for sales, advenising or any other purposes.
6. The Notice of Acceptance number preceded by the words Dade County. Florida, and followed by the expiration date
may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done
in its entirely.
7. A copy of this Acceptance as well as approved drawings and other documents. where it applies. shalt be provided to the
user by the manufacaurer or its distributors and shall be available for inspection as the job site at all times. The copies
need not be resealed by the engineer.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
9. This Acceptance contains pages I. 2. 2(a) through 2(1) and this last page 3.
II
10. Unless specifically indicated in the Acceptance (approval). this unit is approved as a single unit installation. For
multiple installation of this unit. a separate Acceptance for mullions is required from the Product Control Section.
11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the Game. shall
be as tested, but in no case shall exceed 24' on center. The first fastener shall be located at a maximum of 6' from each
corner and mullion or stile. Fastener shall fully penetrate the buck. which shall be the same size as the one tested with
the unit. No wood or plastic shields or pins shall be used foe anchoring. See section four (4) of this approval for sires of
fasteners used in testing.
12. Hardware for all windows and door shall conform to Security and Forced Entry Prevention. Chapter 3 ,o 4he South
Florida Building Code.
END OF THIS ACCEPTANCE
-3-
Man ere:, P.E. Plans E9n 11
Product Control Division
LAND SURVEYORS
4694 PALM AVENUE '
'HIALEAH, FLORIDA
33012
`TELE: 305- 821 -1 281 305
•
" REVIS.ED P t.AT O F': ` TRACTS , 179A ' , 1 738, •
i76.A 176H, .1T6C�� SHORES . • ,77Hy' . AND ,178A, OF THE REVI
; �` " • GT1ON. 8" ' •
e $E , according ' to the !Plat
;wl� rscordgd; 'I n , Pl Gook A3, at Page '67, of : the
drdti .ot Oath county; frlorida LESS that portion of •
th+lt 1tes ° No r rtlkest;
vcif'a fins, 62.00 feet 8outheist
!prarall ` tt `E On line of Biscayne_ Boulevard, as
Ian dsP'l A3, at page 67, Dada County Records.
�..a,/k /a 1130 N.E:: 102nd., St • I
: - h.Jrem Shores, F.1: . 33138
erean,;., werIN not .abstracted tor, easements
quits. of.ly� of,•record,: as •.shown on recorded
1Mirt 4sur;, *it fi r a-acro s- t 4
.,r x¢ fin' ti. �oundary
�� ° ,,
Y rtf t` is t rpt tfi �lacltt under9rlCtund
aTatbn ",;nd!'or ; .tt ycturei:
E3-0091**,
se' rlevation1 `8..00 t
herion
V sutta lDa tus:<(N.S. ; V b ) (MEAN:
- - 44941 3" r.?1pt`tak: turnistMd
N.E.
BU /LT SURVEY
FOR
CQ. M. CO t6
get-
4544d•' on National
faEA' LEVEL . - '1929)
by. ;limn t
N.E.
Geodetic
102ND
LOCATION MAP
,A PORTION OF' SEC. 5-53-42
N.T.S
1
I HEREBY CERTIFY THAT THIS PLAT SURVEY
UNDER. MY DIRECTION: THAT- IT MEET TFAE -M
NICAL STANDARDS FOR -LAND S61pVEyING'1N
FLORIDA (CHAPTER: 21H11.6 FL'OR AiJMINIS
FOR THE TYPE OF SURVEY SHOWN - HEREON Af
CORRECT TO THE BEST OF MY •'KNOWLEDG
COPIES O•- THIS SURVEY ARE INVALLU. UNLI
WITH T L OF E NDERSIGNED.
J.H. y, tofessional Land Surveyor -#1128
Ro•.• loomster, Jr., Professional Land Sutveyo
St: to of Florida
ST. 1
Date
5 -
THIS
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AIB
AND,
— PROF
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6.
PAVING
NORTHEAST
STREET
BOULEVARD
RECORDS'
MEABU ED
CONCRETE BLOCK STUCCO
NOT : TO: ;SCALE
ELEVATION
MEAS.
FOUND lir RON PIPE
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Pte ,.
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$TATE:OF < ',
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TRUE AND'
(D BELIEF. •
1VI SO$$ED
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SCALE: 1" = 20'
Sr .CERT,IPIED
IA FAVOR 0'F*
AN; T INSURANCE COMPANY. • •
R'FDAOE' COMPANY : I T8 9UCCESBOR8
e F' f •
• $ NAL cHC I 1t TLE, * INC.
C
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102
ASPHALT
REV.
REV.:
REV.:
DATE . •
••ABBREVIATIONS
ssarsissssata
N. E.
8T:
BLVD.
REC..
MEAH ..f
Q.BS.
•
ORDER NO..
F.B.