253 NE 100 St&/Lese / Tenant Aatto t / .' A -° ^/ Master Permit # 3 era y
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date '' 1 "gam' Job Address 2 5-3 f . /b` 5 Tax Folio
Legal Description L17' ( r / ' Loa( ' '" Historically Designated: Yes No
Owner's Address 2 5 3 /V ' / ST
Contracting Co. Our / (r
Qual SS# Phone
State # Municipal # Competency # Ins. Co.
Address
Architect/Engineer
Bonding Company Address
Mortgagor Address
Permit Type (circle one)
Square Ft. Estimated Cost (value) 2 44 PG
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.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
Signature of owner and/or Condo President Date Signature of Contractor or
Notary as to Owner and/or Condo President Date
My Commission Expires:
FEES: PERMIT 11 0 RADON C.C.F. ' U
Address
ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
v ft 1/12
Phone
'7 - o r 9k
Q_ � to
Notary as to Contractor or Owner- Builder
My C9Iumicci YPgeg --
PV® OFECiAL ;1C?AG'1V G m
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7- M":
CO:Se1OA CvU'MJ`_G1
11 Of 0,
NOTARY
Date
Date
TOTAL DUE 4.
APPROVED:
Zoning Building
g Electrical � ���
Mechanical Plumbing Engineering
Curv- A-TccL Corporation
1055 Eat 14th Street .,
IIlnlcab, Florida 33010..,
' '. 'ACC'11 pTANC' _
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Your application for 'rodu ppr va
ct Aol of ingk -J
• ..�aung Window under Chapter 8 of
the Metropolitan Dad , 'County 'jovcrning Alumin ln S the use of Alternate Materials and Types of
Construction, and completely descr in the plans, specifications and calculations as submitted
by with Mia ,i ' ' .ti , a, • • •• • _ t _ NQ . MTfa5761
datuLlgplogic4211 has been recommended by the Buildin Code Compliance Office to be
used in the Dade County, Florida under the Specific Conditions set forth on pa3es 2 -2a and the
Standard Conditions in page 3.
• Gil Dianti nd, P.E. EXPIRES , S e pteMbe;(3 l .. 1 Supervisor
•
Product Control Division
ACCEPTANCE No.: ; 1 101.01 .
* * r Su[ TTcx... •
THIS IS TI.1 VERSr[EET. SEE A »D '('IONA � l�
• . a 1I •D C CODF..CQ1 'tI 1"[ "F.l'. ••
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 Dadc County, Florida under the conditions set forth above.
APPROVED; DEC .. q 1993 :.�.
O
T : Sd 9S: TT 96/I'1/Z8 W1<- 'U SSU I9 MI H41104
METROROIITAN DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING;
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1d4Y,I
MCTRO•OAOe HACLCR DUILOtNCi
14u wESr P AGLEA STH r
MIAMI, FI.ORIOA 32130.1567
(305) 3/•2201
FAX (303) 3754000
(led
Charles Danger, P.E.
Director
Building Code Compliance Dept.
Metropolitan Dade County
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nacjaiPTION Olr UNIT
IVIDDEr, Dr. aGHAx(QJj
Aluminum Single Hung. Window
OVERALL, ST74t '
4' 5 1/8 by 5' 3" bigl
EADI LGU2ATION; 'Q/X • .
•
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ACCEPTANCE No.:.91.1101.0t
APPROVED DEC 0 S 1993
EXPIRES : SehtembE.3 .1...1227.
SStl'I9 NIHd'I08
A GNED.ACCEPTANCE,MA,R NGS.
AAMA 1302.5 -197G F.E.R.
ANSI /AAMA 10143 (DH -R55)
'Dade County Approval 1193 - 1101.01
Expires: September 31, 19)7
. Approved for installation up to 100 Ft.above
grade.
CA'[ jIPN: Elevation must be reduced
in the coastal construction zone
No. & STZE. nr VrNT4• . One, 50 1 /4 "'by 31 1/4" high; fixed light frame glazed at the top with
a clear opening of 48 118 by 28 1/4" high (0/X).
r ,
WIC AYfl1:RSTRi PING: Single with integral plastic fin in fixed meeting rail. Single pile
with integral plastic fin, Schlegel 7120 137, in each jamb rail of vent on the exterior. Single
vinyl bulb in vent bottom rail. One plastic guide at each end of each jamb rail of vent on the
interior. Onc 3/4" by 1 1/8" by 1 7/8" lone; open cell foam pad over wccpholc at each end of
intermediate sill llange..
aP.L ' Y,,Q,CA,1IQli,S; Spring and pulley balances. One spring loaded metallic hook
• lock, 6" from each end of vent'bo.tom rail.
ri.L,A„ZIN.G.,M.6.1ELUA1<,: - 3/16 ' tempered glass.
fr,L.AZ,ING3VIRTI•IOD; Exterior gl izcd using an adhesive bedding compound and rolled
aluminum glazing bead:; • i
it Diamond, P.E.
Product Control Division
Supervisor
r
080665 SBE : 69 116
I
• 1�10'1"YCi nF A CCFP'1'ANCF: STANbA.xn c'[mmFZ•I ..TiQuadagn PRODUCT'S
"TS
For multiple window installations, approved mullion drawings and calculations must he
bled with Product Control.
• .
1.
2. This Acceptanice will qu ify. stitaller units of the same design and as the unit tested.
3.
t ft tt t r 1e . t c' 1
�s.ma:1ounty Produ (`�tr
.6 flprova[ Niunl,er, ann cd . evat�.an to of expiration.
4. Extension of iAcceptance may be considered after a new application has been filed and the
supporting data, for test reliorts less than four (4) years old, has been re- evaluated.
5.
Any revision or change ininaterials, 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 Codc provisions shall he
grounds for re- evaluation.
7.: This Acceptance shall not he used as an endorsement of any product sales or advertising ;
purposes.
8. Aluminum wind and sl id ' tt doors •
�. have been tested in accordance with ANSUAAIv1q,
101-88 or for wood window unit by ANSUNWWDA Z.S. 2 -37 and sliding doors
ANSr./NWW4A. LS. 3-3 and swine doors ANST/NWWDA LS. 3 -33.
9. Swinging doors shall bc 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 oftlte South Florida Building Codc.
11. The spacing off fasteners shall be as tested or 24" whichever is 1css.
E • The first fastener shall 'be located a p
mavmum of 6 from each corner and mullion or stile.
Minimum penetration of fastener shall bc as 'tested or 3/4" whichever is higher. No wood
or plastic shields orpios shall bc used:
Unless otherwise noted iu 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
Boors.
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,Revised 5.20-92, .
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il Diamond, P.E.
roduct Control Division
Supervisor
SSU'I9 MIHd'IOQ T888665 58E : .w
Exp.ditious lerviee
Co,scieenows kunst
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242241/41VIY T32IBTINC3 LABORA'3"ORY, INC3.
1640 Wen 32 Piece Hie!..b. Florid. 33012.4383 Photo!: 305822.1141
SPECIFICATION CONAKIRMANCE TIM MINT
MAINIFAC TUNER: Curv-A -Tech Corporation v IGFATId1: 11I R5o /F.E.R.
AMISS: 1055 East 14th Street SPECIFICATIONS: ANSI /AAMA 101 -88
Hialeah, Florida AMIA 1302.6-1976
TROT SAMPLE SIMMt 4' 5 1/8" by 5' 3" high SERIFS: Aluminum Single Hung Wicklow
EBSORIPTICO OF BAFFLE TESTED
N0. & MEOW OF VERB: One, 50 1/4" by 31 1/4" high; fixed light frame glazed at the top
with a clear opening of 48 1/8" by 28 1/4" high (O /X).
AFRTUSRSTRIPPINO: Single pile with integral plastic tin in fixed meeting rail. Single pile
with integral plastic fin, Schlegel 7120 -187, in etch jamb rail of vent of the exterior.
Single vinyl bulb in vent bottom rail. One plastic guide at each end of each �e lof
vent on the interior. One 3/4" by 1 1/8" by 1 7/8" long open cell foam
at each end of intermediate sill flange.
orsmAsORB a LOCATIONS: Spring and pulley balances. One spring loaded metallic book lock,
6" from each end of vent bottom rail.
Guano lam1AL: 3/16" annealed glass. and rolled aluminum
GLAZING iLL*DIOD: Exterior glazed using an adhesive bedding compound
glazing bed.
MOR U LEES: One 1 1/4" weep notch at each and of exterior sill screen retainer. One 1 3/4"
by 1/8" weephole at each end of intermediate sill flange.
MUFFINS: None
RlillQP: None
ADDITIONAL D88(RIPFIOlt: Flange type trams. 2 1/8" high overall interior sill flange.
Peamm aucit T38T RESULTS
paragraph Nuuber Title of Test
2.1.2 Air Infiltration Test: (A8'A4 E283)
at 1.57 pet
2.1.3 Water Resistance Teat: (A5'1M 3547/3331)
with and without screen, no leakage at
Note: Unit tested with and without a screen adapter.
2.1.4 Uniform Load Structural Test: (AS7l1 3330)
Exterior Load
Interior Load
Penmenent Deformation . .
2.1.7 Forced Entry Resistance:
AAMA 1302.5 -1976, Paragraph 3.1.1
Test A through 3.1.5 Test 0
Lab. Number 15760
File Number 93 -1047
September 21, 1993
Report Number 12
Page 1 of 2
L -46652
Measured Allowed
0.29 ofm/Lt. 0.37 maximum
6.80 pat 2.86 minirnm
76.0 psf 22.5 minimum
76.0 psf 22.5 minimum
0.124 inches 0.201 maximum
No entry None Allowed
nM gauew RED rOSnucxC.uf ys[ Inc G rOwnO►f O 0AOU>WD ITS AOn
F
�noNIS MYTOTMfMAMPlET $TEDANO N � ' 11. �( ~
, a. uwa�axna. wnoucn ruiuG�TCM rttu cwrs.apwttux0lnl pcpAgpupOUparoaTS, AnnQi nunStAISMwSJ<iWAwifl+pll
T :Bel 9t:Zt 96/14/Z8 WC -W SSU19 WIHd10Q 1888665 See : FV tugs x
2T LZJ
Ec0eil bons service
Conscientious testing
pSSi FORM1WC E Tor RESULTS
Paragraph Number Title of Test
2.2.3.6.1 Operating Force
2.2.3.6.2 Deglasing Test, no disengagement of:
Horizontal Rails at
Vertical Rails at
Percent Deglaaenent
Section 3, Optimal Performance Masai
3.3 Water Resistance Test: (MSM E547/E331)
With and without screens, no leakage at
3.4 Uniform Load Structural Test: (AWN E330)
Exterior Load
Interior Load
Permit Deformation
Test Ccepleted - September 17, 1993
Remarks: This teat report does not constitute certification of this product, but only that
the above test results were obtained using the designated teat methods and they indicate
compliance with the performance requirements (paragraphs as listed) of above referenced
s pecifications.
Pi r" Curv-A -Tech Corporation
1 - Cury -A -Tech (Metro Dade County)
1 - City of Sunrise
Z : 9t:Zt 96/14/Z8 itt < -4J
•
Lab. Number 15760
Vile lumber 93 - 1047
September 21, 1993
Report Number 12
page 2 of 2
L-46652
Measured d Al lowed
15 pounds 35 maximum
70 pounds
50 pounds
7 percent
70 minimum
50 minimum
99 maximum
8.30 pad 3.00 minimum
76.0 pat 30.0 minimum
76.0 psf 30.0 minimum
0.124 inches 0.201 maximum
MIAMI TESTING LABORATORY, INC.
3 amas W. Batley
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