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WS-15-1567Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-237555 Permit Number: WS -6-15-1567
Scheduled Inspection Date: June 30, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez, Jorge
Inspection Type: Final
Owner: , KALYANI VENTURES, LLC Work Classification: Window/Door Replacement
Job Address: 30 NW 92 Street
Miami Shores, FL 33138- Phone Number
Parcel Number 1131010170210
Project: <NONE>
Contractor: S A B CONSTRUCTION SERVICES INC Phone: (305)970-9653
comments
13 OPENING TO REPLACE PERMIT WS14-1177' `----
INSPECTOR COMMENTS False
June 29, 2015 For Inspections please call: (305)762-4949 Page 17 of 39
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid
June 29, 2015 For Inspections please call: (305)762-4949 Page 17 of 39
Project Address Parcel Number Applicant
30 NW 92 Street 1131010170210 KALYANI VENTURES, LLC
Miami Shores, FL 33138- Block: Lot:
owner Information Address Phone Cell
KALYANI VENTURES, LLC 30 NW 92 Street
MIAMI SHORES FL 33150 -
FL
Contractor(s) Phone Cell Phone
S A B CONSTRUCTION SERVICES IN( (305)970-9653 (305)822-3575
e of Work: 13 OPENING TO REPLACE PERMIT WS14-1
of Openings: 13
iitional Info:
ssification: Residential
inning: 3
Fees Due
Miami Shores Village
10050 N.E. 2nd Avenue NW
CCF
Miami Shores, FL 33138-0000
4tflx
Phone: (305)795-2204
Project Address Parcel Number Applicant
30 NW 92 Street 1131010170210 KALYANI VENTURES, LLC
Miami Shores, FL 33138- Block: Lot:
owner Information Address Phone Cell
KALYANI VENTURES, LLC 30 NW 92 Street
MIAMI SHORES FL 33150 -
FL
Contractor(s) Phone Cell Phone
S A B CONSTRUCTION SERVICES IN( (305)970-9653 (305)822-3575
e of Work: 13 OPENING TO REPLACE PERMIT WS14-1
of Openings: 13
iitional Info:
ssification: Residential
inning: 3
Fees Due
Amount
CCF
$4.80
DBPR Fee
$3.45
DCA Fee
$3.45
Education Surcharge
$1.60
Permit Fee
$230.00
ScanningMee
$9.00
TechnoldgpFee
$6.40
Total: CM
$258.70
F,
N
c.n
Valuation: $ 8,000.00
Total Sq Feet: 0
Pay Date Pay Type Amt Paid Amt Due I
Invoice # WS -6-15-56096
06/29/2015 Check #: 357
$ 258.70 $ 0.00
Available Inspections:
Inspection Type:
Window Door Attachment
Final
Review Building El
In consideMion of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required fob LECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
b"
OWNERS AF, FIDAVIT: Ice ' hat al a oregoing info Iati is accurate and that all work will be done in compliance with all applicable laws regulating
constructio�nd zoning. F the o a e th e- ntractor to do the work stated.
June 29, 2015
/ Applicant / Contractor / Agent
Build�g Department Copy
une
BUILDING
PERMIT APPLICATION
Miami Shores Village T'
Building Department JUN 2015
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20 (�
Master Permit No. ~�o
Sub Permit
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
(j CONTRACTOR DRAWINGS
JOB ADDRESS: N. IV. 6 2
City: Miami Shores County: Miami Dade Zia: 33is0
Folio/Parcel#: //— 316il'- 0 /'- 0 2/0 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
��//
SHA 6
OWNER: Name (Fee Simple Titleholder): 2 f ' %�% 64 hone#: '
Address:
City: State Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: v �'r � `� T ✓nV��• o AVC. Phone#: 7p ` ~ `l/7 `491
Address- ?z 3 1 S'iJ • ST gdf % 7
City %G&e State: PC-- Zip:
Qualifier Name: �mej ` • u.A 1046- Phone#:
State Certification or Registration #: Iso Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#.
Address City: State: Zip:
Value of Work for this Permit: $ �� • Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: l?r%�%.aQ/j% % �%r1 / /-L�T�7►�
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $
Permit Fee $ 0-3() ' CCF $_
Radon Fee $ DBPR $
Technology Fee $ Training/Education Fee $
Structural Reviews $ _
(Revised02/24/2014)
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
Zip
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
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.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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:'
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged. /-N „
Signature At Signatu
OWNER or AGENT
CONTRACTOR
The foregoing instrument was acknowledged before me this The foreg#g instrument was acknowledged before me this
day of 20J 3�, by > day of ✓�'y'E 20 15— by
�2{l 0J S�JsS k� J
, who is personally known to uiry he)HYD e who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
PMIW
Seal: BARBARA 01*TM BR
1� My COMMISSION ,Ma60418
EXPIRES �...._....... ES Ja?nutarwo onYr
ltlfAPPROVED BY ( I�q
t a
(Revised02/24/2014)
as me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
.l
t
3W
Plans Examiner _
Structural Review
BARBARA cMME SRWM
MV COMMISSION #FFC40418
EXPIRES JaMiary 2. 2018
as
Zoning
Clerk
V., to '-ss- -An.
xm
STAIrr, OF FLORIDA
DF, 'AI TFA
ENT 00 -BUSINESS AND PROFESSIONAL REGULATION
`COW§TRUCTIQN INDUS -TR -1f LlbiE LING 'OOARI)- (860)487-1,305
1940 NORTH MONROf50TREt--7
TALLAHASSEE FL -32399-0783
SUADE, JUAN CARLOS
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Our ""On at the DeParbmmt Is: Liceow Ellideally, ReWfiale FaW.
V* W strive to serve you better w ow you can serve your
costars.Thank you for 4om9 In Fwft
a,ndWngraAiWoni on ymw new Ircensei
DETACH. HME
The (38NERAL CONTRAC"TOR
Nafned below IS CER71FIED
Under Me PTOWSions,of Chapter 409 FS.
E*imfion daW. AUO 31, 2016
I
It COW13FIRil mlor tits provislarvt O:t Ch,482 F6.
SUADF JUAN CALL D
-S A B.CONT RACNO SE!Meg.S.INC
9239 SW21�� Vt #27
ISSUE01 -CaMM14 DMPLAYAS RSQUIRED BY LAW
3
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SEQ# L14COMMOM
01/11/2008 01:10 7862276300 MATT GUINN SHUTTERS PAGE 01
Local Business a Receipt
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SABCO-1 OP ID: SD
,4 oRv CERTIFICATE OF LIABILITY INSURANCE
°061191°015
06/19/2015
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
Kahn -Carlin & Company, Inc.
3350 S. Dixie Highway
Miami, FL 33133.9984
CONTACT
PHONE FAX
Arc No Ext :305-446-2271 No): 305-04$-3127
E-MAIL
ADDRESS: processing@kahn-carlin.com
INSURER(S) AFFORDING COVERAGE NAIC S
INSURER A: Essex Insurance Company 39020
INSURED SAB Contracting Services, Inc.
Buade Construction Co. Inc.
INSURER B:
EACH OCCURRENCE $ 300,000
9239 SW 227 Street, 927
INSURERC:
INSURER 0:
Cutler Bay, FL 33190
INSURER E:
12122/2014
INSURER F:
DAMAGE TO RENTED 100,00
PREMISES Ea occurrence $
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTR
TYPE OF INSURANCE
kDDL
SUBR
POLICY NUMBER
POLICY EFF
MMIDD
POLICY EXP
MMIDD
LIMITS
GENERAL LABILITY
EACH OCCURRENCE $ 300,000
A
X COMMERCIAL GENERAL LIABILITY
3DV9198
12122/2014
12 V2015
DAMAGE TO RENTED 100,00
PREMISES Ea occurrence $
CLAIMS -MADE FKOCCUR
MED EXP (Any one person) $ 5,00
PERSONAL &ADV INJURY $ 300,00
GENERAL AGGREGATE $ 300,00
GEN'L AGGREGATE LIM IT APPLIES PER:
PRODUCTS -COMP/OPAGG $ 300,
POLICY PRO_ LOC
CT F
$
AUTOMOBILE LIABILITY
COMBINED SINGLE LIMIT
Ea aaid.A $
BODILY INJURY (Per person) $
ANY AUTO
ALL OWNED SCHEDULED
AUTOS AUTOS
BODILY INJURY (Per accident) $
PROPERTY DAMAGE $
PERACCIDEN
NON -OWNED
HIREDAUTOS AUTOS
UMBRELLA LIAB
OCCUR
EACH OCCURRENCE $
AGGREGATE $
EXCESS LIAB
CLAIMS -MADE
DED I I RETENTION $
$
WORKERS COMPENSATION
C STATU TH-
TORY'PER
AND EMPLOYERS' LIABILITY YINLIMITS
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
NIA
E.L. EACH ACCIDENT $
E.L. DISEASE- EA EMPLOYE $
(Mandatory In NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
E.L. DISEASE- POLICY LIMIT $
DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required)
Re: General Contractor
CERTIFICATE HOLDER CANCFLLATIAN
MIAM-04
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
Miami Shores Village
ACCORDANCE WITH THE POLICY PROVISIONS.
10050 N.E. 2nd Avenue
AUTHORIZED REPRESENTATIVE
r
Miami Shores, FL 33138
©1988 2010 ACORD CORPORATION. All rights reserved.
ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD
lop
JEFF ATWATER
CHIEF FINANCIAL OFFICER STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
* CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW *"
CONSTRUCTION INDUSTRY EXEMPTION
This c erdes that the individual listed bek)w has elected to be exempt from Florida Workers' Compensation law.
EFFECTIVE DATE: 1/15/2015 EXPIRATION DATE: 1/14/2017
PERSON: SUADE JUAN C
FEIN: 010676087
BUSINESS NAME AND ADDRESS:
S A B CONTRACTING SERVICES INC
9239 SW 227ST #27
CUTLER BAY FL 33190
SCOPES OF BUSINESS OR TRADE:
LICENSED GENERAL
CONTRACTOR
Pwwsn t10 Chapter 44095{14). F.S.. an officer of a corporation who emits exemption form this chapter byfirms a oWaTumte of election under this section
may not recover benefits or compensate under this chapter. Pursuant to Chapter 440.05(12). F.S-. Cerlftates of election to be exempt... apply only
will& the scope of the business or trace bW on the rte at elecfton to to exempt. Pursuant to Chapter 441105(13), F.S. Notice of e3letdim to be
OxelW and ooNcates of election to be exempt shall be subject to revocation #, at any time after the fWM of the nogm or the issumm of the cartillo te,
the person named an the notice or cerii€ccate no lortger meets the re"kaments of this section for Issuance of a certificate. The department shall revoke a
DFS-F24DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609
06-19-2015
SAB Contracting Services, Inc.
9239 S.W. 227th Street, Unit 27
Cutler Bay, FL 33190
Licensed & Insured
CGC#1504931
786-413-4101
Customer: John Humphreys
Address: 30 N.E. 90th Street
City: Miami Shores, FL
Phone No: 305-300-2169
To Whomever this may concern;
In reference to my customer indicated above, there is nobody else allowed to do any
work on this project located at 30 N.W. 92nd Street.
Sincerely,
Owner
State of Florida
County of Miami -Dade
The foregoing was acknowledged before me this 19th day of June, 2015.
By John Humphreys who is personally known to me or has produced
E) L. as identification.
Seal07�m
I BAABAR G NIA EMY COMMISSI.foaEXPIRES Jan(4" 39"im Fro►ida
Notice to Owner - Workers' Com
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
nsation Insurance Exem
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
Owner
State of Florida
County of Miami -Dade
The foregoing was acknowledge before me this ��� day of &10.0 , 20��.
By
who is personally known to me or has produced
as identification.
Notary: J
_�'•.....:`:4�{ BARBARA QINl;9'I'@ S
SEAL: €�; MV Cf1AAMISSIQN �} QgpgIS
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SUSSMAN RESIDENCE
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RADS ENGINEERING., W.C. Kd - .85 :
2100 W 76 Street, Hialeah,. Florida 33016 FLORIDA BUILDING CODE, 2010.
Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE
DESIGN WIND LOADS IN PSF. MIAMI DADE ;175 MPH VVIND ZONE',
...
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NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE '
TAKEN FOR FLAT. RO FS.
.7
Interior & Exterior Zones (4&5 -Walls). Positive Pressures
Exposure C For the 175 ' mph Wind Zone � CATEGORY 2
Effective Wind Area (or, Tributar Area in Square Feet.
Hight 10' 20 30, 40 50 60
(Maximum) `1.00 0.95 0.92 0.89. 0.88 0.66
15 40.4 38.5 37.5 36.7 � 36.1' 35.7
20 42.7 `40.8' 39.7 38.9.38.3 37.8
25 .44.6 42.6 41.5 40.6 40.0 39.4
30 .46.5. 44.4 43.2 423 j 41.7 41.1
40 49.4 47.2 45.9 44:9 44.2 43.6
50 51.8 49.4 48.1 47.1 � .46.4--
Length of End Zone (a): 10% of least horizontal dimension or .4whichever i
Interior Zone (4 =.Walls) Negative Pressures
Ex osure.0 the 175 mph Wind Zone
CATEGORY 2
Height
(Maximum)
-For
Effective Wind Area (or, Tributary
- Area
in Square Feet
10
20
30
40
50
60
-1.10
.-1.05
-1.02
-0,99
-0.98
-0.96
15
-43.8
-42.0
-40:9
-40.2
-39.6
-39.1 .
20
-46.4
-44.4
.-43.3
-42.5
.-41.9
-41.4'.
25
-48.4
-46.4
-45.2
-44.4
-43.8
-43:2
30
-50.5
-48.4
-47:2
-46.3
-45.6
-45.1.
40
-53.6
-51.4
-50,1 ,
-49.1
;48y4
••.-;t?.8
50
-56.2
45.7•
60
53.7
51.2'
49,8 48.8
j 48.1
-55.8.
47.4
Interior Zone (4 =.Walls) Negative Pressures
Ex osure.0 the 175 mph Wind Zone
CATEGORY 2
Height
(Maximum)
-For
Effective Wind Area (or, Tributary
- Area
in Square Feet
10
20
30
40
50
60
-1.10
.-1.05
-1.02
-0,99
-0.98
-0.96
15
-43.8
-42.0
-40:9
-40.2
-39.6
-39.1 .
20
-46.4
-44.4
.-43.3
-42.5
.-41.9
-41.4'.
25
-48.4
-46.4
-45.2
-44.4
-43.8
-43:2
30
-50.5
-48.4
-47:2
-46.3
-45.6
-45.1.
40
-53.6
-51.4
-50,1 ,
-49.1
;48y4
••.-;t?.8
50
-56.2
-53.8
-52.5
-51,5
*-64.1
• . .1
60
-58.2
-55.8.
-54.4
-53.4
-60.6 ,`
' =52.0 '
Exterior Zones (5-' Walls) Negative Pressures
.Negative .
0
Exposure C For the 175 mph Wind Zone 0
...
*0 � �'
0000 •.
CA.TF...GORY 2
Height
Maximum
Effective Wind Area or, Tributa"
Area
in Square Fe�.';. •
10
20
30-
40
0 •
•
:1:40 ..
-1:29
-1.23.
' -1.19
-1.15
' ..:.1.13
'I'5
-54.1 .
-50.4
-48.3
-46.8
-45:6
�
-44.7.
20
-57.2
=53'.4,.,; .
-51.1
-49.5
-48.3
=47.3
25
-59.8
-55:8
. '-53.4
-51.7
-50.4
' -49.!1
30
-62.3
-58.1
-55.7
`-53.9
-52.6
40
-66.1
-61.7
-59.1
-57.2
�-55:$`=
-
50
-69.3
-64.7
-61.9
-6,0.0
-58.5--5"
60
-71.9
-67.0
-6.4.2
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SUSSMAN RESIDENCE
KALYANIVENTURES,LLC
30 NW 92 STREET
MIAMI SHORES, FLORIDA
IMPACT GLASS PERMIT LAYOUT OPENING SCHEDULE
13 Openings (1-13)
MRH = <15'
Opening Location &
Applicable NOA
Width
i
Height
Actual Tributary Area
Square Footage
Design Pressure (Ref. RAMMS Engineering,
Inc. ASCE 7-10 Design Pressure Letter- worst
case negative loads per worst case tributary
area and applicable wind zone)
Zone
Interior = 4
Corner = 5
1 - NOA 12-0113.01
53
505/8
18.63
+40.4 / -54.1
5
2 - NOA 12-0113.01
111
505/8
39.02
+40.4 / -54.1
5
3 - NOA 12-0113.01
261/2
38
6.99
+40.4 / -54.1
5
4 - NOA 12-0113.01
261/2
26
4.78
+40.4 / -54.1
5
5 - NOA 12-0113.01
37
38
9.76
+40.4 / -54.1
5
6 - NOA 12-0113.01
74
63
32.38
+40.4 / -54.1
5
7A - NOA 12-0113.01
74
63
32.38
+40.4 / -54.1
5
7B - NOA 12-0222.07
1x4 Mullion
63
+40.4 / -54.1
5
7C - NOA 12-0113.01
74
63
32.38
+40.4 / -54.1
5
8 - NOA 12-0113.01
111
63
48.56
+40.4 / -54.1
5
9 - NOA 11-0907.03
18
38
4.75
+40.4 / - 54.1
5
10 - NCIA 12-0113.01
261/2
26
4.78
+40.4 / -54.1
5
11 - NOA 12-0113.01
261/2
26
4.78
+40.4 / -54.1
5
12 - NOA 13-0206.07
37
505/8
13.01
+40.4 / -43.8
4
13 - NOA 12-0113.01
37
505/8
13.01
+40.4 / -54.1
5
Total Square Footage -->
265.22
Labrador & Fundora Corp. dba V&V Windows
Series "200" Aluminum Horizontal Sliding Window - L.M.I.
Product Control Notice of
Acceptance No. :12-0113.01
Expires: 12/30/2015
Labrador & Fundora Corp. dba V&V Windows
Series "100" Aluminum Single Hung Window - k.M.4.�
Product Control Notice of 9.0 9
Acceptance No. :11-0907.0300:0• 9
009900 00 0
Expires: 10/20/2016 00000
• • • • • •
.
000009
Eco Window Systems, LLC
Series "Eco -Guard 500" Outswing Aluminum Casement Window -L.M.I.
Product Control Notice of
Acceptance No.: 13-0206.07
Expires: 05/19/2016
Gopi Glass Sales & Services Eexp.. • • • •
Clipped, Extruded Aluminum Tub�Tlldllion - LM1
Product Control Notice of •
.. ..
Acceptance No.:12.0222.07......
Expires: 03/28/2017
•
•
.. •...
00 0 0000 0 0
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Property Search Application - Miami -Dade County
11 1
Summar• ~�~�
Property Information
Folio:
11-3101-017-0210
Property Address:
30 NW 92 ST
Owner
KALYANI VENTURES LLC
Mailing Address
1015 BELLE MEADE ISLAND DRIVE
MIAMI, FL 33138
Primary Zone
0800 SGL FAMILY -1701-1900 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/2/0
Floors
1
Living Units
1
Actual Area
Sq. Ft
Living Area
Sq. Ft
Adjusted Area
1,493 Sq.Ft
Lot Size
7,500 Sq. Ft
Year Built
1941
Assessment Information
Year
2014
2013
2012
Land Value
$100,962
$67,734
$54,059
Building Value
$102,069
$102,911
$119,126
XF Value
$0
$0
$0
Market Value
$203,031
$170,645
$173,185
Assessed Value
$187,709
$170,645
$173,185
Benefits Information
Benefit
Type
2014
2013
2012
Non -Homestead Cap
Assessment Reduction
$15,3221
$0
1
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
1 53 41
CANADAY EXTENSION PB 41-71
LOT 20
LOT SIZE 75.000 X 100
OR 18497-4683 02 1999 1
COC 23549-1475 06 2005 1
Page 1 of 1
Taxable Value Information
•• 0 0000 . •
2014
2013
2012
County
Exemption Value
$0
$0
$0
Taxable Value
$187,709
$170,645
$173,185
School Board
Exemption Value
$0
$0
$0
Taxable Value
$203,Q31
' $1-4(,645
..$1701185
City 00 *00:00 ' • • •
Exemption Value
Taxable Value
0 0 010
$487A,?09
0 $0
44WO645
• $0
:�T??3185
0000 0000 0000.
Regional •
Exemption Value
•.'•.$0
'.•' ;$0
0000.. $0
Taxable Value
WI,YQ9
$170,645
$17.3,185
00.000
Sales Information •• • • • • • •
•• 0 0000 . •
Previous
OR Book-
• • • •
Price
Qualification Description
Sale
Page
03/27/2014
$180,000
29092-4849
Qual by exam of deed
2008 and prior year sales; Qua] by
06/01/2005
$350,000
23549-1475
exam of deed
11/01/2003
$259,000
21883-1599
2008 and prior year sales; Qual by
exam of deed
02/01/1999
$114,000
18497-4683
2008 and prior year sales; Qual by
exam of deed
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property
Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
(http://www.miamidade.gov/info/disclaimer.asi))
http://www.miamidade.gov/propertysearch/index.html 6/4/2014
0000
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0000
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Detail by Entity Name
Detail by Entity Name
Florida Limited Liability Company
KALYANI VENTURES, LLC
Filing Information
Document Number L12000146241
FEI/EIN Number 46-1443305
Date Filed 11/20/2012
State FL
Status ACTIVE
Effective Date 11/26/2012
Principal Address
1015 BELLE MEADE ISLAND DRIVE
MIAMI, FL 33138
Mailing Address
1015 BELLE MEADE ISLAND DRIVE
MIAMI, FL 33138
Registered Agent Name & Address
SUSSMAN, HAROLD S
5300 N. FEDERAL HIGHWAY
FORT LAUDERDALE, FL 33308
Authorized Person(s) Detail
Name & Address
Title MGR
SUSSMAN, HAROLD S
5300 N. FEDERAL HIGHWAY
FORT LAUDERDALE, FL 33308
Annual Reports
Report Year Filed Date
2013 03/25/2013
2014 04/28/2014
Document Images
04/28/2014 -- ANNUAL REPORT
Page 1 of 2
http://search. sunbiz.orglInquiry/CorporationSearch/SearchResultDetaillEntityName/flal-11... 5/30/2014
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Detail by Entity Name
View image in PDF format
03/25/2013 -- ANNUAL REPORT View image in PDF format
11/20/2012 -- Florida Limited Liability View image in PDF format
Copyright © and Privacy Policies
State of Florida, Department of State
Page 2 of 2
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DESCRIPTION: Series 1120011 Aluminum Horizontal Sliding Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw.
(L.M.I.)", sheets 1 through 6 of 6, dated 04/23/10 with revision B dated 11/22/11, prepared by Al—Farooq
Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration daze by the Miami—Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, civ,%%V,
model/series, and following statement: "Miami -Dade County Product Control Apltrove:', unlesS'dtRerwise"
noted herein. • • • 0 190 • • 0
0000•• •• • 0000••
RENEWAL of this NOA shall be considered after a renewal application has been Fid1id and there has been•
no change in the applicable building code negatively affecting the performance of�tkis pr�oducti • • • • • :*so
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change • o •
in the materials, use, and/or manufacture of the product or process. Misuse of this 0 *0- �s an er{�cTts�ment0 0 • • •
•000.0
of any product, for sales, advertising or any other purposes shall automatically terWuuWahis NOA. Failure 00
to comply with any section of this NOA shall be cause for termination and removal of NSA, • • 00:0
ADVERTISEMENT: The NOA number preceded by the words Miami-Dlde• Coup ' Florida, aides*:
followed by the expiration date may be displayed in advertising literature. If any portion 9JJ6e0NOAs1s
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 10-0824.05 and consists of this page 1 and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
` NOA No. 12-0113.01
Expiration Date: December 30, 2015
MU4MbDADE C
Approval Date: March 01, 2012
Page 1
MIMI®D>i4DE_.�
MIAMI -DADS COUNTY
s PRODUCT CONTROL
-
SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2594 F (786) 3I5-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidaae. o�y/pe—ria l
Labrador & Fundora Corp. dba V & V Windows ^�
2355 W 4th Avenue
Hialeah, FL 33010-1454
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series 1120011 Aluminum Horizontal Sliding Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw.
(L.M.I.)", sheets 1 through 6 of 6, dated 04/23/10 with revision B dated 11/22/11, prepared by Al—Farooq
Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration daze by the Miami—Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, civ,%%V,
model/series, and following statement: "Miami -Dade County Product Control Apltrove:', unlesS'dtRerwise"
noted herein. • • • 0 190 • • 0
0000•• •• • 0000••
RENEWAL of this NOA shall be considered after a renewal application has been Fid1id and there has been•
no change in the applicable building code negatively affecting the performance of�tkis pr�oducti • • • • • :*so
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change • o •
in the materials, use, and/or manufacture of the product or process. Misuse of this 0 *0- �s an er{�cTts�ment0 0 • • •
•000.0
of any product, for sales, advertising or any other purposes shall automatically terWuuWahis NOA. Failure 00
to comply with any section of this NOA shall be cause for termination and removal of NSA, • • 00:0
ADVERTISEMENT: The NOA number preceded by the words Miami-Dlde• Coup ' Florida, aides*:
followed by the expiration date may be displayed in advertising literature. If any portion 9JJ6e0NOAs1s
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 10-0824.05 and consists of this page 1 and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
` NOA No. 12-0113.01
Expiration Date: December 30, 2015
MU4MbDADE C
Approval Date: March 01, 2012
Page 1
.goes.
sees
. •
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406000
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Labrador & Fundora Corn. dba V & V Windows
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.)", sheets
1 through 6 of 6, dated 04/23/10 with revision B dated 11/22/11, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of horizontal slider, prepared
by American Test Lab of South Florida, Inc., Test Report No. ATLSF--0126.01-10,
dated 06/08/10, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA# 10-0824.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007
and FBC-2010, prepared by Al-Farooq Corporation, dated 06/24/10 and revised on
11/21/11, signed and sealed by Javad Ahmad, P. E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS 0900
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPontZeNemouft.&.Co., Ina.....
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, Miring on 41 14/17. •;
2. Notice of Acceptance No. 114624.01 issued to E.I. DuPont!DW#moud Z Co., ItiV""
for their "DuPont Butacite@ PVB Interlayer" dated 09/08/f 1;g76;piring qV%2/11/1 f : • • •;
•
F. STATEMENTS
.... .... .....
1. Statement letter of conformance, complying with FBC-2007 4*4*d*F.*�B*C-20'1;W,'a�d of
financial interest, dated November 21, 2011, signed and sealed ipy avad Ahmad, P. E. •;
2. Laboratory compliance letter for Test Report No. ATLSF4126A19-10, issw&by • • ° • •
American Test Lab of South Florida, Inc., dated 06/08/10, sig t:• 14d sealed by • • • •
Edmundo J. Largaespada, P. E. (Submitted wader previous NO►A# 10-OU4,05)
G. OTHERS
1. Notice of Acceptance No. 10-0824.05, issued to Labrador & Fundora Corp. dba V &
V Windows for their Series "200" Aluminum Horizontal Sliding Window - L.M.I.,
approved on 12/30/10 and expiring on 12/30/15.
Ma rez, P.E.
Product ontrol xaminer
NO .12-0113.01
Expiration Date: December 30, 2015
Approval Date: March 01, 2012
E-1
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8' MAX.
HEAD/SILL
CORNERS
C
�E
WINDOW WIDTH
9" MAX.
HEAD/SILL
A
F -T
ii
3/18" ANN. GLASS 1/8" HEAT SfREN'D. GLASS
_ n
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
o
I.
.090" INTERLAYER
SUTACRE PVS BY 'DUPONT' BUTACITE PVS BY 'DUPONT`
SEN RYGLAS BY 'DUPONT'
FALSEMUNTINS
(SURF APPS) 32 5/8" 33"
IISS D.L OPG. D.L. OPO.
36 3/4"
VENT WIDTH
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
g4,JH
arowing no.
W10-26
3/18" ANN. GLASS 1/8" HEAT SfREN'D. GLASS
3/18° HEAT STREN'D. GLASS
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
.090' INTERLAYER .090" INTERLAYER
.090" INTERLAYER
SUTACRE PVS BY 'DUPONT' BUTACITE PVS BY 'DUPONT`
SEN RYGLAS BY 'DUPONT'
SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW
3/19° ANN. GLASS 1/5" HEAT STREN'D. GLASS
3/18" HEAT SIREWD. GLASS
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
SILICONE SILICONE
SILICONE
CHARTS SHOWN ON SHEET 2. -
DOW CORNING 995 DOW CORNING 998
DOW CORNING 995
PECORA 895 PECORA 895
PI:CORA 895
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER
i II
A !.
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
22 ii 22 1 1
22 1 H
MIAMI—RADE COUNTY APPROVED MULLIONS IN BETWEEN.
i Ii
j! ii
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
iii d
III
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO CDIiPL`i WW 7iHE•
•
• ai
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010EDMON INCLUDING•
• •
•
•o 10
10
HIGH VELOCITY HURRICANE ZONE (HVHZ). • •
• • i •
•
•
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERL>r TO TRMNSWJ*
• •
• " •••
C SS TYPE `H' GLASS TYPE 'C
GLASS TYPE 1)'
LOADS TO THE STRUCTURE. • • 000 • •
•
• •
.. • , ,
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
E , /CA AHMAD Psc=nAY 8W0thREVISED
�
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
GLAZING OPTIONS
FL
CA.X p 7D592 B dia8
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN iNESE DETAINS
•
•
•
A+ �Na1�b� Ut
ARE NOT PART OF THIS APPROVAL • • • •
• •
•
• • •
Ba IO°
••• • •
• •
•
• • •
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANEHOAS INTO WOOID ONW o
• •
• •
• • •
BY
• • • •
• •
• • •
Mim» de
MATERIALS INCLUDING BUT NOT LIMITED TO //METAL SCRWIS, TWAT COME &IlD*
•
• •
•
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4.
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
g4,JH
arowing no.
W10-26
0000
.
0.0000
0000
.
0000000..
. 0
00000.
. ..
0000..
0000..
.06 99.
. .
0000
0000
9
9 6
00006
0000
0000
0000.
... .
0000..
.
.
•.9.96
6 .0
.. •.
.
.
.69..6
.
600000
. 0
.
0000..
6
0000..
0 0
900.
. ••
DESIGN LOAD CAPACITY - PSP
(%O OR OR SIZES)
DESIGN LOAD CAPACITY - PSF
(%O% SIZES)
WINDOW DESS.
WSNDOW DINE.
GT�88 TYPES
GLASS TYPE
A
'B'
EXT.(+)
& 'C'
INT.(-)
EXT.(+)
'D'
INT.(-)
Wm
HEIGHT
28-1/2•
37"
53-1/8°
74'
2V
3
70.0
70.0
80.0
90.0
4 70.0 70.0 80.0
90.0
8 70.0 70.0 80.0
90.0
6 70.0 70.0 80.0
90.0
26-1/2°
37°
83-1/8,
74"
38^3/8"
3
70.0
70.0
60.0
90.0
4 70.0 70.0 60.0
90.0
8 70.0 70.0 80.0
90.0
B 70.0 70.0 60.0
90.0
26-1/2'
37'
63-1/8"
74'
80-8/8'
3
70.0
70.0 1
80.0
904
4 70.0 70.0 80.0
90.0
6 70.0 70.0 80.0
90.0
1 8 70.0 70.0 80.0
90.0
26-1/2'
37°
83-1/8'
74'
or
3
70.0
70.0
80.0
90.0
4 70.0 70.0 80.0
90.0
6 70.0 70.0 80.0
90.0
6 70.0 700.0 80.0
89.0
24'
38'
48'
60'
7Y
24'
3
70.0
70.0
80.0
90.0
4 70.0 70.0 80.0
90.0
a 70.0 70.0 60.0
90.0
7 70.0 70.0 80.0
90.0
8 70.0 70.0 Bo.O
90.0
24'
36'
48'
80'
72'
36'
3
70.0
70.0
80.0
90.0
4 70.0 70.0 80.0
90.0
8 70.0 70.0 80.0
90.0
704 80.0
90.0
70.0 60.0
90.0
24'
36'
48'
60'
72'
48°
90.0
70.0
80.0
90.0
704 BOA
90.0
70.0 80.0
$770.0
90.0
70.0 6D.0
90.0
70.0 80.0
90.0
24•
36'
48'
9o•
72'
60"
70.0
804
90.0
4 70.0 1 70.0 1 80.0
90.0
8 70.0 70.0 80.0
90.0
7 70.0 70.0 80.0
90.0
8 70.0 70.0 80.0
904
24•
36'
48'
60
72'
63"
3
70.0
70.0
80.0
90.0
4 70.0 70.0 80.0
90.0
a 70.0 70.0 80.0
90.0
7 70.0 70.0 80.0
90.0
8 70.0 70
9o.q�
• • ••
A = NO. OF ANCHORS:PER HEAD •e 94:
••• • • • • ••• •
• • •
(1/2Ki (1/2W) (1/3W) (2/3W)
••• • • • • • • •
OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 0OPFMT1NG VE" TO BST 113 OF•TRE WINUDW WIDTH
'XO OR OX' 'XO OR OX'
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
A = NO. OF ANCHORS PER HEAD & SILL
DESIGN LOAD CAPACITY - PSF
(%O% SIZES)
WSNDOW DINE.
GLASS TYPES
GLASS TYPE
A IS. & 'C' 'D'
WIDTH
HEIGHT
-(+)•
INT.(-)
EM.(+)
INT.(-)
74°
106-1/4'
111"
26'
a
70.0
70.0
80.0
90.0
12 70.0 70.0 80.0
90.0
12 70.0 70.0 80.0
80.0
74•
106-1/4"
111"
38-318'
8
70.0
70.0
60.0
90.0
12 70.0 70.0 80.0
90.0
12 70.0 70.0 80.0
90.0
74'
106-1/4'
111°
80-8/8•
1
8
70.0
70.0
80.0
90.0
12 70.0 70.0 80.0
90.0
12 70.0 70.0 80.0
90.0
74'
106-1/4'
111"
63=
a
70.0
70.0
80.0
90.0
12 70.0 70.0 80.0
90.0
12 70.0 70.0 80.0
88.0
72'
84'
88'
108°
36"
8
70.0
70.0
80.0
90.0
9 70.0 70.0 80.0
90.0
11 70.0 70.0 80.0
80.0
12 704 70.0 90.0
80.0
48'
a
704
704
80.0
90.0
9 70.0 70.0 80.0
90.0
11 70.0 704 804
90.0
12 70.0 704 804
90.0
184*
80"11
a
70.0
70.0
804
80.0
9 70.0 70.0 80.0
90.0
70.0 70.0 80.0
90.0
70.0 70.0 60.0
90.0
83'
70.0
70.0
60.0
90.0
r12
70.0 70.0 80.0
90.0
70.0 70.0 80.0
90.0
70.0 1 70.0 80.0
80.0
A = NO. OF ANCHORS PER HEAD & SILL
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
'XOX' 'XOX'
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
7r. JAVAD AHM PRODUCT REVISED
CNtI FlBdidmg
A PE 70x92
aAN A pial lon O /3 $
6acpkationData y
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WSW)
WSW)
(1/3W)
=t>
<=
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
'XOX' 'XOX'
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
7r. JAVAD AHM PRODUCT REVISED
CNtI FlBdidmg
A PE 70x92
aAN A pial lon O /3 $
6acpkationData y
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(1/4W)
(1/2W)
(1/4W)
=t>
<=
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
'XOX' 'XOX'
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
7r. JAVAD AHM PRODUCT REVISED
CNtI FlBdidmg
A PE 70x92
aAN A pial lon O /3 $
6acpkationData y
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00000.
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0060.0
. . .
.. .
0000
.
.
.
00000.
.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
ADHERED TO SILL
WITH SILICONE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WEEPHOLES•
W1 - 3/4" X 1-1/8" WEEP SLOT AT 2" FROM EACH END
WITH PLASTIC BAFFLE.
W2 = 3/18" X 1-1/2" WEEP SLOT AT 2" FROM EACH END
W3 = 1/8" X 1-3/4" WEEP SLOT AT MID WIDTH OF VENT.
SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
PECORA 1215 SEAM SEALER.
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
2-3/16' X 1/8' X 3' LONG
AT FIXED MTG. RAIL LOCATIONS
-------------------�
MIAMI—DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA j
t
I
I
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. ULTRACQN BY 'ELCO' (Fu -177 KSL Fy-m KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-3/8" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6083—T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. = .090")
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE — 1" MIN.
INTO METAL STRUCTURE - 3/4" MIN.
CONCRETE AT HEAD, SILL OR JAMBS f o - 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN.
I o _
En9n .IAV 1r.ODUCPRmnffD
.FIA. PE 70892 �cmnp,Y� W�9w FWTffis 1 �
• CAI, BuRdia9�°
v o. pecep}imoe No
Date
TYPICAL A@1CHORS
OR SP SPACING drawing no.
Na ��p11 W10-26
sheet 3 of 6
••
..
00
:
:
: :
:o:
L
INT.,S
0 t
•••
••
•
al
f e'
•pis • •
•
•
•�TYPIAPi�HORSSEE•�-FOR
• •
• •••WoD
PACING
BUC
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
2-3/16' X 1/8' X 3' LONG
AT FIXED MTG. RAIL LOCATIONS
-------------------�
MIAMI—DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA j
t
I
I
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. ULTRACQN BY 'ELCO' (Fu -177 KSL Fy-m KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-3/8" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6083—T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. = .090")
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE — 1" MIN.
INTO METAL STRUCTURE - 3/4" MIN.
CONCRETE AT HEAD, SILL OR JAMBS f o - 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN.
I o _
En9n .IAV 1r.ODUCPRmnffD
.FIA. PE 70892 �cmnp,Y� W�9w FWTffis 1 �
• CAI, BuRdia9�°
v o. pecep}imoe No
Date
TYPICAL A@1CHORS
OR SP SPACING drawing no.
Na ��p11 W10-26
sheet 3 of 6
1/1V MAX. VENT WIDTH
SHIM IleMAX
© D.L.OM 7 O SHIMS
3
TYPICALANCHORS20 23 � ANCHORS EE O
FOR SPACING y SPACING
24
�J a.0, 18
I
IL
— 0
STRUCTURE . ' p a LL
2D ISIS
dd
_----_SCREENS On. -- Adl •
.1 BY
D.L OPG. • WOOD BUCKS W Z N G
q 28 8 .Ft,jj �i
EXTERIOR
WINDOW WIDTH 0
Xo LAYOUT ..
g
VENT WIDTH VENT WIDTH 1/4° MAX.
1/a° SHIM SHIMS z
MAX. © D.L. DPG. ' © D.L. DPG. 25B
4
WOOD BOOK 20 23 TYPICAL ANCHORS
O SEE ELEV.
D STRU v FOR SPACING < o Y
2a 24 s'MY
vb
l 13Y
WQ
D.L OPG. •WOOD BUCKS
4 28 8 v
EXTERIOR < c g g
WINDOW WIDTH Y
�ir c11oRs XOX LAYOUT o
FOR SPACING
a
MIAMI—DADE COUNTY
APPROVED MULLION
& MUWON ANCHORS
• • • • • • SEE SE�4RAT4NO6 . • o O =� t�
•• ••• •• • • �• 1 c
E4gn JAVAO AWAD' PRODUCT RWASED
7p�e N
• ••• _ ♦i it CA $� 2whbtlmFlggP� p
• • • • • — --- ------ �0�1is
drawing no.
• • • • • • •
TYPICAL ANCHORS
p, `ii W 10-26
SEE ELEV. FOR SPACING Sheet 4. Of g
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
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0000..
0000
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0000
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0000..
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0000
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0000.
0000
0000
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so
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0000
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FRAME HEAD
f -1.187--i—
.078
TYP.
2.765
FRAME SILL
1.420
oso
1YP.
SILL TRACK
966
482
TYP. .843
601
,.476 .937
1-1
.080 ,.728
.808 � .875
VENT TOP/BOTTOM RAIL I U JAMB ADAPTER
2.063 .062
Q82
rn'' 1.1ao
J 1.775
.967
t3 SILL RISER
1.,88
© JAMB STILE .126
.500
i�7
1.788
O7 MEETING RAIL
® FRAME JAMB
,-- F,
2.187
1.878
1.139
ALUMINUM BAR
1
ITBM
PART #
QUANTITY
DESCRUMON
MATERIAL
MANE./SUPPI.DER/RSMARHS
1
V103
1
FRAME HEAD
3083—TB
—
2
V202
1
FRAME SILL
0083—TS
—
3
V203
1
SILL TRACK
6063—TS
—
4
V201
2
FRAME JAMS
3083—TB
886 • • • •
.Oi2•TYP. • • • • •
8
Y205
AS READ.
FRAME JAMB ADAPTER
3083—T8
—
6
V104
I 1/ VENT
FRED MTG. RAIL
6063—TB
—
7
V204
1/ VENT
VENT UREILOCK
8033—T6
—
S
V209
1/ VENT
JAMB STILE
6063—T8
GLAZING BEAE•• •••
9
V107
2/ VENT
TOP AND BOTTOM RAIL
3083—TB
—
10
V1o3
AS READ.
GLAZING BFAD
5033—TB
—
13
—
AS REDD.
ADD—ON SILL RISER
6033—T6
USE AS RECD.
14
—
4/ VENT
ROLLER HOUSING & GUIDE
CELCON
—
76
V208
2/ VENT
ROLLER
BRASS
—
16
V207
2/ VENT
ROLLER PIN
ST. STEEL
—
17
#8 X 1-1/4°
AS REOD.
FRAME/VENT ASSEMBLY SCREWS
CRS
P.H. SMS
18
#S X 3'
2/ VENT
FIX. RAIL SILL SCREWS (SILL END)
CRS
P.H. SMS
19
—
AS RECD.
FIN SEAL W STRIPPING
ULTRAFAB
20
914BOU
AS READ.
BULB SEAL (DUAL DUROME119k T—SLOT=90, BULB=73)
NEOPRENE
UUYRAFAB
22
914SQU
JAS READ.
GLAZING BEAD BULB (DUAL DUROMETER, T—SLOT-60, BULB -73)
NEOPRENE
ULTRAFAB
23
—
2/ VENT
SWEEP LATCH
AT 6-1/2° FROM EACH END
24
#8 X 3/4'
2/ LATCH
LATCH INST, SCREW
ST. STEEL
PH SMS
26
—
2/ WON.
WEEP VALVE
2
—
1/ VENT
5/18' BOX SCREEN
—
OPDONAL
27
#8 X 1/2°
2
BAFFLE INSTALLATION SCRENS
PH TENS
FIXED MTG. RAIL
•• ••• • •
•
•
•
••
886 • • • •
.Oi2•TYP. • • • • •
• •
•
•
•
•
•
•
• •
Engr. 'JA
.887
FLA. I
.I 70892
CA4
GLAZING BEAE•• •••
•••
•••
•••
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
drawing no.
W10-26
sheet 501 Q
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c ¢ no a 83Cr1 Otl ENGINEERS & PRODUCT DEVHtAPME m a
0 1�r c 1• A 111.16.10 Na MANGE MiS SHM Labrador & Fundoro Corp. 1235 S.W. 87 AVE T
e t1M-11 NO CMNGE 1Ns SHEEP dt. V & V Windo•s ML4MI, FLORIDA 33174
dr. ey: Ha100 2355 West 4th Ave. C
N Hialeah, Fl. 33070 �-t3W 264alW FA)L(30S) 262-6978
a1 0) ° eNc by: M- (305) 989-4151 FAX (305) WS -1042 COMP -ANL W70- SW
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M® DQE MIAMI -DARE COUNW
PRODUCT CONTROL SECTION
DEPARTMENT OR PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-259
NOTICE OF ACCEPTANCE (NOA) w%yw.mlamidaae.aovinera�
Gopi Glass Sales & Services Corp.
7450 NW 416'Street
Miami, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: Drawing No. M95-16, titled "Aluminum Tube Mullions", sheets 1 through 4
of 4, dated 12/05/95, with revision F dated 02/17/12, prepared by AI—Farooq Corporation, signed and sealed
by Javad Ahmad, P. E., bearing the Miami --Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami—Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Ap;JroVkT", unle atherwise *"
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been.0dsand there hhas been 0 • • .
no change in the applicable building code negatively affecting the performance of tkis product e • • •
TERMINATION of this NOA will occur after the expiration date or if there has b'ebh'a revision Sr change-
in
hangein the materials, use, and/or manufacture of the product or process. Misuse of this)JbA ss an $jg9jment;.;;;
of any product, for sales, advertising or any other purposes shall automatically terpliogtG,this NOq. Failure
to comply with any section of this NOA shall be cause for termination and removil of NIDA. . e 0098:6
...999
ADVERTISEMENT: The NOA number preceded by the words Miami -%de. Uounty, Florida, atxl...:
followed by the expiration date may be displayed in advertising literature. If any portion ofWe NOAOis
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA 010-0107.03 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 12-0222.07
Expiration Date: March 28, 2017
„ 117#2 Approval Date: April 26, 2012
V�'J Page 1
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Gopi Glass Sales & Services Corp.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No M95-16, titled "Aluminum Tube Mullions", sheets 1 through 4, dated
12/05/95, with revision F dated 02/17/12, prepared by Al Farooq Corporation, signed
and sealed by 3avad Ahmad, P. E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked up drawings and installation diagram of aluminum fined windows
mulled together, prepared by Fenestration Testing Laboratory, Inc., verification Test
Report No. FTL-5378, dated 10/04/07, signed and sealed by Michael R: Wenzel, P.E.
(Submitted under previous NOA No. 06-0210.07)
2. Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94
4.) Large Missile Impact Test, FBC TAS 201-94
5.) Cyclic Loading Test, per FBC TAS 203-94
along with marked -up drawings and installation diagram of two mulled side-by-side
series 510 aluminum fixed window, prepared by Hurricane Engineering & Testing
Lab, Inc.; Test Report No. HETI-02-1145B dated 04/30/02, signed and sealed by
Hector M. Medina, P.E.
(For reference only) (Submitted under previous NOA No. 02-0826.03)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading pe rPA 2of.... • 6 • .. • .
along with installation diagram of window prepared by HurAry ie!Xnginc g & •'
Testing Inc., Test Report No. HETI-96-512, dated 02/02/9Crsi%wd and w44let by • • • • •
Hector M. Medina, P.E.• • • • • • : 0 6 0 4:
(Submitted under previous NOA No. 99-0331.02) "" ...
C. CALCULATIONS..
•...
1. Anchor verification calculations and structural analysis, complyft with FBC-2010,
prepared by Al Farooq Corporation, dated 02/15/12, signed and siSaled jy�Ta w ;0000;
Ahm&d,004 :....:
0000
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
Manuel Per
Product Control Ex ner
NOA No. 12-0222.07
Expiration Date: March 28, 2017
Approval Date: April 26, 2012
E-1
Govi Glass Sales & Services Corp.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, and no financial interest,
dated February 16, 2012, signed and sealed by Javad Ahmad, P. E.
2. Laboratory compliance letter for Test Report No. FTL-5378, issued by Fenestration
Testing Laboratory, Inc., dated 10/04/07, signed and sealed by Michael R. Wenzel,
P.E.
(Submitted under previous NOA No. 06-0210.07)
3. Laboratory for Test Reports No. HETI-96-512 and HETI-02-1145B issued by
Hurricane Test Laboratory, Inc., dated 02/02/96 and 04/30/02,respectively, both
signed and sealed by Hector M. Medina, P. E.
(Submitted under previous NOA No. 99-0331.02 and 02-0826.03 respectively)
G. OTHERS
1. Notice of Acceptance No. 104107:03, issued to Gopi Glass Corporation for their
Series Clipped Aluminum Tube Mullions - L.M.I. ', approved on 03/10/10 and
expiring on 03/28/12.
'-,;Y-aiu,, - 011
Manuel Per .E.
Product Control E a er
NOA No. 12-M2.07
Expiration Date: March 28, 2017
Approval Date: April 26, 2012
E-2
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Product Control E a er
NOA No. 12-M2.07
Expiration Date: March 28, 2017
Approval Date: April 26, 2012
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MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
ALL MULLIONS 6063 -TS MIN
INSTRUCTIONS:
.
USE CHARTS AND GRAPHS AS FOLLOWS.
• .
STEP 1 DETERMINE DESIGN LO MOUIRES 0ER ** 7 • • •
• •
FOR PARTICULAR OPEN G. • • • • •
• •
STEP 2 USE MIAMI-DADE COUNTY•APPRw1i1D•GLWNG4PRGDUC%
• • •
MEETING ABOVE LOAD REOUVREMFIM • • • •
• •
�7EP_-3 USE CONNECTION TO MMM AR 9a PRd5ft •
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APPROVAL.
USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH
4
STEP DESIGN RATING MORE THAN DESIGN LOAD sPECinm
IN STEP 1 ABOVE.• 0000
• •
USING ANCHOR TYIWS ON SHKr 4 AND �NCMR •FNft • •
STEP 5 ON SHEET 3, SELFCT•AMCHDR•TYPE WITH•DESIGN RATtft • •
MORE THAN THE OGSIG1 j LOADII SPESIFIED IR RTEi• 1 ARDA • •
LOWER VALUES FROM GUCTS t�lRy.'�OPr t�jiSRTS • •
OR ANCHOR CHARTS WI PCY TO ENTIRE SuO '
MULLION CLIP (saes -Te)
(ALT. TO ANGLES)
CUP LENGTHS MUST BE CUT TO FIT SNUG
INTO TUBE MULLIONS.
MULLION CLIP (6m -Ts)
(ALT. TO ANGLES)
CHIP LENGTHS MUST BE CUT TO FR SNUG
INTO TUBE MULLIONS.
ANGLE CLIP (WWW -s6)
CTANGULAR ALUMINUM TUBE MU
ING MULLION PROPERTIES ONLY
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT
TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.).
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MAIM" BICLUDING BUT NOT LIMITED TO STEEL AL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS
OF THE FLORIDA BLDG. CDOE,;FCRgN 12003.8.4.
r.
1 ut.
MULLION SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. EnO C
Ammm
AND CAN BE USED WITH ALL MIAMI -DARE COUNTY APPROVED CIla pEL'"
IMPACT AND NON -IMPACT RESISTANT PRODUCTS. C
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(INTERPOLATION BETIb,T.kIS ALLOWED)
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(INTERPOLATION BETIb,T.kIS ALLOWED)
t MOD.=REVMD N
FLA. PE "OW.. " ak Q4 Wlfltstal 9
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G ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
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ARO aTo BE 0 SC M
FOR ANCHORS DESCRIPTION SEE SHEET 4.
_ !i� alAzwc 1t (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
PRODUCT
ti I I RO21N0 � Ii IIS \ANMAA ('IAR II ..
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ANCHORS
TYPE 'A'
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A. 81. 82 OR
.ELIP.ANGLE TO MASONRY
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MASONRY BLOCKS
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2x2x 1/8^ e
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2-8/8' LONG
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• • • • • • • ��--=--1"!'-, 1 2/ ANGLE
• • • 1 • • 1t8O0• I
1/4' DIA ULTRACONS BY 'ELCO'
ULTRACONS MAY BE HEX OR FLAT HEAD
SUBSTRATE MIN. EDGE DIST. MIN. EMBEDMENT
WOOD t' 1-3/8'
BLOCK 2-1/2' 1 -1/4 -
CONCRETE 2-1/2' 1-1/4"
• •• • I
• • • • • 1 • • • • • I I NOTCH ANGLES TO
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8 m-111HINs°23/ o IN
ALL CUPS AND ANGLES TO RT SNUG INTO TUBE MUWONS.• • • • a • • . e °
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY O 09 PROT
WITH AUOLLhRESISTANT COATINGS, SUCH AS BITIIMINGUSPAINT ORE�� • �• • • f/4" OIA
WATER -WHITE METHACRYLATE LACOUER. • • ULTRACONS• • • • •
�1/ ANGIEMIGLE
••• • • •
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ANCHORS TYPE
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2/ ANGLE (CHART A & 81)
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3/ ANGLE (CHART 82 & C)
TUBE MULLION
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4/ ANGLE (CHART C
ANCHOR DETAIL #1 M • S
-rag'
JAYAD AHMAD •�
WOOD BUCKS NOT BY GOPI GLASS PRonu vtSEP '3J
MUST SUSTAIN LOADS IMPOSED. `PW (i 70582: c"meFloride
D.
t
BY drovnng no.
' M95-16
sheet 4 0 4
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APPROVAL DOCUMENT: Drawing No. W11-38, titled "Series 100" Aluminum Single Hung Window
(L.M.I.)", sheets 1 through 7 of 7, dated 07/15/2011 with revision "A" dated 10/04/2011, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product
Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/
series and following statement: "Miami -Dade County Product Control Approved" unless otlierwlae notp#. • • •
herein. : . ° . •
RENEWAL of this NOA shall be considered after a renewal application has been, filed and Tare has been • • •
no change in the applicable building code negatively affecting the performance of this►prvduct. -
TERAUNATION of this NOA will occur after the expiration date or if there has.B r a revisiop o:•changq...�
in the materials, use, and/or manufacture of the product or process. Misuse of this 1$V.4:V an endowment of:..*
any product, for sales, advertising or any other purposes shall automatically termUt0 Jbis NOA. Wilure to • • • •
comply with any section of this NOA shall be cause for termination and removal of.VQA,. • ,
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade CQunty,: FlaAda, anti • • •
followed by the expiration date may be displayed in advertising literature. If aAy dor ion of t�p��10A t •.
displayed, then it shall be done in its entirety. 00:0
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
�� NOA No.11-0907.03
5 +
Expiration Date: October 20, 2016
�at%.IVx Approval Date: October 20, 2011
Page 1
MlAM
MIAMI-�DADE COUNTY
L:• 'j11,1i
: a
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
a
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.M1am1dgde&w]Pera/
Labrador & Fundora Corp dba V & V Windows
2355 W 4th Avenue
Hialeah, FL 33010-1454
b-r�
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA-
Product Control Section to be used in Miami --Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series 11100" Aluminum Single Hung Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W11-38, titled "Series 100" Aluminum Single Hung Window
(L.M.I.)", sheets 1 through 7 of 7, dated 07/15/2011 with revision "A" dated 10/04/2011, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product
Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/
series and following statement: "Miami -Dade County Product Control Approved" unless otlierwlae notp#. • • •
herein. : . ° . •
RENEWAL of this NOA shall be considered after a renewal application has been, filed and Tare has been • • •
no change in the applicable building code negatively affecting the performance of this►prvduct. -
TERAUNATION of this NOA will occur after the expiration date or if there has.B r a revisiop o:•changq...�
in the materials, use, and/or manufacture of the product or process. Misuse of this 1$V.4:V an endowment of:..*
any product, for sales, advertising or any other purposes shall automatically termUt0 Jbis NOA. Wilure to • • • •
comply with any section of this NOA shall be cause for termination and removal of.VQA,. • ,
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade CQunty,: FlaAda, anti • • •
followed by the expiration date may be displayed in advertising literature. If aAy dor ion of t�p��10A t •.
displayed, then it shall be done in its entirety. 00:0
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned
above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
�� NOA No.11-0907.03
5 +
Expiration Date: October 20, 2016
�at%.IVx Approval Date: October 20, 2011
Page 1
•
•
6666••
6666••
6666•
6666••
•
•
6666••
•
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6666
6600
6 •
• • •
60
000
•
•
6666••
•06•
6666
6666
s•0•
••660•
Labrador & Fundora Corn dba V & V Windows
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. Wli 38, titled "Series 100" Aluminum Single Hung Window {L.M.I.)",
sheets 1 through 7 of 7, dated 07/15/2011 with revision "A" dated 10/04/2011, prepared
by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type "A" window, Grade 10,
per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-07
along with marked -up drawings and installation diagram of single hung window,
prepared by American Test Lab of South Florida, Test Report No. ATLSF 0913.01-10,
dated 07/11/2011, signed and sealed by Julio E. Gonzalez, P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-20 10,
prepared by Al-Farooq Corporation, dated 08/04/2011, signed and sealed by Javad
Ahmad, P. E.
2. Glazing complies with ASTM E1300-98/ 04
D. QUALITY ASSURANCE 0600
1. Miami -Dade Department of Permitting, Environment, and Regulatory Af�afItERAj' • • ; •
6
• • • •
E. MATERIAL CERTIFICATIONS •' • :" 0000. •
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont llggimours. co., 1&
for their "DuPont Sentry Glass® Interlayer" dated 03/2.6/2010, 'expiring on:**.
01/14/2012. 00•06• • V: •••••
2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont L7el%mours'& Cao., Inc •
for their "DuPont Butacite@ PVB, Interlayer" dated 04.76 dll, 0expi mg an..:.
12/11/2016.•' •"'
.. 0000..
.• • 0000 . 6
F. STATEMENTS 0000
1. Statement letter of no financial interest, conformance and compliance with the FBC-
2010, dated 10/04/2011, signed and sealed by Javad Ahmad, P. E.
r
f
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NAA No. 11-0907.03
Expiration Date: October 20, 2016
Approval Date: October 20, 2011
E-1
0000
0000..
0000
. .
0000
..
0000..
•
0000..
•
0000
0000
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00006
0000
0000
0000.
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0000..
0000..
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0.000.
. .
• 0 •
.
0000..
.
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•
.
• .
000.
. ..
Labrador & Fundora Corp dba V & V Windows
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
2. Statement letter of no financial inter6st, conformance and compliance with the
FBC 2007/ 2010, dated 07/12/2011, signed and sealed by Javad Ahmad, P. E.
3. Laboratory compliance letter for Test :Report No. ATL -SF 0913.01--10, issued by
American Test Lab of South Florida, dated'*.
ated .07A 1/2011, signed and sealed by Julio E.
Gonzalez, P. E.
4. Proposal No. 09--1140 issued by Product Control, dated 08/17/2009, signed by Renzo
Narciso.
G. OTHERS
1. None.
. . .... ......
...... .. . ......
•••. ••r•
•
•••• ••••• •••••
••••r• . ••• •.•••
•• •• .• • •r•.••
•
r••r••00 00*0
• •
•
C'
Jaime D. Gascon,
c Product Control Section Supervisor
NOA No. 11-0907.03
Expiration Date: October 20, 2016
Approval Date: October 20, 2011
E-2
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THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES 100 ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2 & 3.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • •
• • • • •
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERI: TO TRANSFER • •
• • s • •
LOADS TO THE STRUCTURE. • • • • •
• • e • a •
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DW AWWWRS • • •
• •
• • • • •
e • • • •
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHO:S INTO 'W:& ONLY.. • •
• •
• • • • • • •
MATERIALS INCLUDING BUT NOT UMTIED TO STEEL/METAL SCR F T CDME INTO• • •
• • • • • • •
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEEf`ffHH REQWRfMENTS •
• • • •
OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 0 • • • •
0 • • •
1 I 1 I I I
47 1/8'
D.L. W.W.
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EQUAL LITES
EQUAL LITES WINDOWS
DIMON LOAD CAPACITY - PSP
agg
WINDOW DIMS.
GLASS TYPEGLA83
'A'
TYPES
'B' & 'C'
GLABB TYPE
'D'
WIDTH
I HEIGHT
l9(T.(+)I
1M.(-)
EXT.(+)
1M.(-)
EXT.(+)
1M.(-)
19-1/8"
26-1/2'
37'
42°
48'
83-1/8'
26"
(3)
80.0
60.0
75.0
75.0
80.0
120.0
00.0 60.0 75.0 78.0 60.0
120.0
60.0 60.0 75.0 75.0 80.0
120.0
60.0 60.0 75.0 75.0 80.0
120.0
00.0 60.0 75.0 75.0 86.0
120.0
00.0 80.0 78.0 75.0 80.0
120.0
19-1/8°
26-1/2'
37"
42"
48"
83-1/8°
38-3/8°
(4)
00.0
00.0 1
75.0
75.0
80.0
120.0
60.0 60.0 75.0 78.0 80.0
120.0
eD.O 804 78.0 75.0 80.0
120.0
60.0 00.0 75.0 75.0 80.0
1 120.0
60.0 60.0 75.0 75.0 80.0
1 120.0
80.0 80.0 75.0 75.0 80.0
120.0
19-1/B"
37"
42"
48"
83-1/8°
50-5/8'
- (6)
60.0
60.0
75.0
75.0
80.0
120.0
60.0 60.0 75.0 78.0 80.0
120.0
80.0 00.0 1 75.0 75.0 80.0
120.0
60.0 60.0 1 75.0 75.0 80.0
120.0
80.0 60.0 75.0 78.0 80.0
120.0
60.0 60.0 78.0 75.0 80.0
120.0
19-11r
26-1/2'
37"
42°
48"
53-1/8'
88"
(8)
60.0
00.0
75.0
78.0
80.0
120.0
60.0 80.0 78.0 75.0 60.0
120.0
60.0 80.0 75.0 78.0 80.0
120.0
80.0 60.0 75.0 75.0 80.0
1204
60.0 60.0 1 754 75.0 80.0
120.0
60.0 604 754 78.0 80.0
120.0
19-1/8°
26-1/2"
37"
42'
48'
53-1/8'
00"
(7)
60.0
60.0
75.0 1
75.0
80.0
120.0
60.0 604 78.0 75.0 80.0
120.0
60.0 60.0 78.0 75.0 80.0
120.0
60.0 604 75.0 1 75.0 804
120.0
80.0 60.0 75.0 75.0 80.0
120.0
80.0 60.0 75.0 1 75.0 80.0
120.0
19-1/8"
26-1/2'
37"
42"
48"804
53-1/8"
63"
(7)
604
604
78.0
75.0
80.0
120.0
80.0 604 75.0 75.0 80.0
120.0
60.0 60.0 75.0 75.0 80.0
120.0
60.0 60.0 75.0 78.0 80.0
1204
60.0 75.0 75.0 80.0
120.0
60.0 80.0 75.0 75.0 80.0
120.0
19-1/6'
2e-1/2°
37"
42'
48"
72"
(8)
75.0
75.0
80.0
120.0
80475.0 75.0 80.0
120.0
NOBoo
80.0 75.0 75.0 80.0
120.0
80.0 75.0 75.0 80.0
120.0
- 75.0 78.0 80.0
120.083-1/8'
- 754 75.0 80.0
120.0
19-1/8"
26-1/2°
37'
42"
48"
53-1/8"
74-1/4°
(e)
80.0
60.0
75.0
75.0
80.0
120.0
6D.0 60.0 75.0 7s.0
0
60.0 60.0 75.0 75.0 *D.O
1201D
60.0 60.0 75.0 75.0 8110
1 mto
- - 1 75.0 1 78.0 OW
•HUD
- - 1 75.0 75.0 604
120.0
19-1/8"
26-1/2"
37°
42
48"
53-1/8"
78"
(e)
80.0
60.0
76.0
75.0
80.0
120.0
60.0 60.0 75.0 75.0 80.0
120.0
600 75.0 78.0 80.0
120.0
80.0 80.0 75.0 75.0 • f ft.O
120
- - 75.0 75.0 .0
9mo
- - 78.0 75.0 _ 03.0
120.0
EQUAL LITES
9 III N
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GLASS TYPE 'A' GLASS TYPE 'B' _
ZZi Op
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1/B' HEAT STREN'D. GLASS 3/18' HEAT STREN'D. GLASS
080' INTERLAYER .090' INTERLAYER g >
BUTACIIE PVS BY 'DUPONT' SENTRYGLAS PLUS BY 'OUPONi g 4
1/8" HFAT STR174'D. GLASS 3/16' HEAT SIREWO. GLASS
SILICONE SILICONE
DOW CORNING 965 DOW CORNING 995
PECORA 895 PECORA 895
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GLASS TYPE 'CGLASS TYPE 'D'
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NOTE:
• •GIAS& CAPACMES ON THIS SHEET ARE
z • • • • IIAS:D DN ASTM E1300-04 (3 SEC. GUSTS)
• • • •ANDwIFIAORIDA BUILDING COMMISSION
• • . PECMZUkTORY STATEMENT DCA05-DEC-219
.. . •. •
••• • • f • ••1 •
• • • • • • • • • •
CAN. 3536. Way.
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1/8" ANN. (BASS
3/16' ANN. GLASS
Y:
.080" INTERLAYER
.090° INTERLAYER
BUTACITE PVB BY 'DUPONT'
BUTACITE PV8 BY 'DUPONT'
Q n
1/8" ANN. GLASS
3/16" ANN. GLASS
GG77 tet��JiJ
17
aQa
SILCONE
DOW CORNING 995
PECORA 895
SILICONE
DOW CORNING 885
PECORA
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C,
18 jl
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GLASS TYPE 'A' GLASS TYPE 'B' _
ZZi Op
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1/B' HEAT STREN'D. GLASS 3/18' HEAT STREN'D. GLASS
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BUTACIIE PVS BY 'DUPONT' SENTRYGLAS PLUS BY 'OUPONi g 4
1/8" HFAT STR174'D. GLASS 3/16' HEAT SIREWO. GLASS
SILICONE SILICONE
DOW CORNING 965 DOW CORNING 995
PECORA 895 PECORA 895
z z
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GLASS TYPE 'CGLASS TYPE 'D'
• e f • GLAZING OPTIONS
NOTE:
• •GIAS& CAPACMES ON THIS SHEET ARE
z • • • • IIAS:D DN ASTM E1300-04 (3 SEC. GUSTS)
• • • •ANDwIFIAORIDA BUILDING COMMISSION
• • . PECMZUkTORY STATEMENT DCA05-DEC-219
.. . •. •
••• • • f • ••1 •
• • • • • • • • • •
CAN. 3536. Way.
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0
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.sew.•
•
• •
0
0 •
UNEQUAL LITES (ORIEL TYPE)
•• ••• • • • • • ••
•• ••• •• • • • ••
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E13OO-04 (3 SEC. GUS=S) • • • • • • • • • • • • • •
AND FLORIDA BUILDING COMMISSION ••• • • • • • • • •
DECLARATORY STATEMENT DCAO5-DEC-21>! • • • •• • • • •• • •
•• • • • • • •
000 0 00
••• • • • • ••• • •
• •• •• • • • •• ••
••• •
0 0 000 • •
4,m%f
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OCT 4 X011 BY W11-38
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UNEQUAL LITES WINDOWS
DESIGN LDAD CAPACM - PSF
DIMS.
GLASS TYPE
'A'
GLASS TYPESeGIASSTYPEWINDOW
B' k 'C'WUrH
HEIGHT
EXT.(+)
1M.(-)
EXT.(+)
1NT.(-)-)80.0
4B'
83-1/8°
50-5/8°
804
78.0
78.0.028-1/2•
60.0 80.0 75.0 75.0.037°
80,0 �.0 75A 75.0.0(6)
BQ.0 80.0 78.0 75.0.0
6D.0 60.0 75.0 78.0 BOA
120.0
80.000-0 78,0 78.0 80,0
120.0
19-1/8-
26-1/2"
37•
42`
48°
87-1/8•
W.
(8)
80.0
60.0
75.0
75.0
80.0
120.0
60.0 80.0 78.0 75.0 BOA
120.0
60.0 60.0 76.0 75.0 80.0
120.0
60.0 60.0 75.0 75.0 80.0
120.0
80.0 80.0 75.0 78,0 80.0
120.0
- - 75.0 75.0 604
120.0
19-1/8°
26-1/Y
37*
42•
48'
53-1/8°
80`
(7)
80.0
60.0
75.0
75.0
80.0
120.0
60.0 60.0 75.0 75.0 80.0
120.0
80.0 80.0 75.0 78.0 80,0120.0
60.0 00.0 78.0 78.0 1.0
120.0
- - 75.0 78.0 80,0
120.0
- - 75.0 75.0 80.0
120.0
19-1/8-
25-1/2•
37'
42'
'a•
53-1/8`
83•
(7)
60.0
60,0
78.0
75.0
80.0
120.0
60.0 80.0 78.0 Ma 80.0
120.0
80,0 60.0 78.0 78.0 80.0
120.0
BD.0 80.0 75.0 75.0 80.0
120.0
- 780 78.0 80.0
120.0
- - 75.0 780 80.0
120.0
19-1/8•
26-1/2•
37'
42•
48°
53-1/8°
72'
(8)
60.0
60.0
75.0
78.0
80.0
120.0
60.0 60.0 75.0 78.0 80.0
120.0
- - 75.0 75.0 80.0
120.0
- 78.0 78.0 80.0
120.0
- -
120,0
- ^ - - BO.O
120.0
19"1/6°
26-1 /2'
37'
42°
53-1/8•
74-1/4°
(8)
80.0
80.0
75.0
78.0
50.0
120.0
BD.0 60.0 78.0 75.0 80.0
1200.
- - 78.0 75,0 80.0
120.0
- 78.0 78.0 80.0
120.0
- 80.0
ta0.0
19-1/8"
26-1/Y
37`
42'
78"
(e)
60.0
60.0
75.0
75.0
80.0
120.0
6010 80.0 75.0 78.0 80.0
120.0
75.0 78.0 80.0
120.0
- - - - 80.0
120.0
80.0
120.0
80.0
120.0
UNEQUAL LITES (ORIEL TYPE)
•• ••• • • • • • ••
•• ••• •• • • • ••
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E13OO-04 (3 SEC. GUS=S) • • • • • • • • • • • • • •
AND FLORIDA BUILDING COMMISSION ••• • • • • • • • •
DECLARATORY STATEMENT DCAO5-DEC-21>! • • • •• • • • •• • •
•• • • • • • •
000 0 00
••• • • • • ••• • •
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6609
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•9.99
••• •
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TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL
STRUCTURE
9
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
MIAMI -RADE COUNTY APPROVEO
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
z }}yy
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WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WOW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE EIEV. FOR SPACING
'El
$
1/47 DIA. ULTRACON BY CO' (Fu -177 KSI, Fy-168 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-3/8" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
CD
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
��yy
DIRECTLY INTO CONC. OR MASONRY
c�
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
v`zi
Rc�
&(114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
�
`9°m
c� j.
�,, $ � �
INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8)
S
e1> rz^
`o 3
INTO METAL STRUCTURES
STEEL : 12 GA. .105" THK.) MIN. (Fy = 36 KSI MIN.)
-
i3
r
S
ALUMINUM : 1/8 THK. MIN. (8063-T5 MIN.)
liX
g
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 1-3/4" MIN,
INTO WOOD STRUCTURE =1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
o
CONCRETE AT HEAD, SILL OR JAMBS fa =3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN.
�i
WEEPHOLES:
g W1 = 3/16" X 3/4" WEEP SLOT AT 1-3/8" FROM EACH END
—
u m
'0
d
• • • • • • � SEALANT 0
• • • • • • - ALL FRAME AND VENT CORNERS, INSTALLATION SCREWS AT SILL
• • • • • • • AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE.
4
• • • 181 • • •
• • • • wIPD am: • • • •
••• • • • • ••• • •
• •• •• • • • •• ••
••• • • • ••• • •
SPACING
Er,n- %—AAHMAD A
cra
FCPE AN. �s 70"2 S k
O3 drawing no.
W 11-38
4-OCT62011 sheet 4 of 7
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PART #
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DEBCRIPTTON
MATERIAL
MANP./SUPPLTBR/RSMARRS
1
V701
1
FRAME HEAD
6063 -TB
-
2
V102
1
FRAME SILL
6063-T6
-
3
V103
2
FRAME JAMB
8063 -TB
-
4
V104
1/ VENT
FWD MM. RAIL
6063-T8
-
8
V108
1/ VENT
VENT TOP RAIL
6063 -TB
-
6
V10B
1/ VENT
VENT BOTTOM RAIL
BD83-TB
-
7
V107
2/ VENT
VENT SIDE RAIL
6083 -TB
-
8
V708
AS REQO.
GLALNO BEAD
6063 -TB
9
V109
4
SASH GUIDE
NYLON
ICA
-
AS REOD.
1X4 STD. MULLION
8083-T6
-
109
-
AS READ.
1X4 CUSTOM MULLION
8003-T6
-
12
SL203
2/ VENT
SWEEP LATCH
-
SULLIVAN & ASSOC.
13
#8 X 1-1/4'
AS REOD.
FRAME/YENT ASSEMBLY SCREWS
-
PH SMS
14
#8 X 1/i
2
BOTTOM RAL LOWER SCREW
-
PH SMS
18
®e X 1/2'
2
LATCH INSTALLATION SCREW
-
OH SMS
18
#8 X 1'
4
SASH GUIDE INSTALLATION SCREW
OH SMS
17
-
-
-
18
9146QU
AS READ,
GLAZING BEAD BULB
NEOPRENE
ULTRAFAB, DUAL DUROMETER, T-SLOT=80, BULB=73
19
9146QIJ
AS REDD.
BULB SEAL
NEOPRENE
ULTRAFAB, DUAL DUROMETER, T-SLOT=80, BULB -73
20
-
AS REQ).
FRAME SILL W'SIRIPPING
NEOPRENE
-
21
W222122G
AS REOD.
FW SEAL W'STRIPPING
WOOL
ULTRAFAB
22
-
2
SUPERBDDST BALANCES
BALANCE SYSTEMS INC.
23
$10 X v
1/ BALANCE
BALANCE MOUNTING SCREWS
-
FH SMS
24
-
1/ BALANCE
BALANCE CONNECTING CLIP
-
-
28
#8 X 1/2'
2/ BALANCE
CONNECTING CLIP SCREWS
-
OH SMS
26
-
AS READ.
8/16" BOX SCREEN
-
OPTIONAL
27
2/ WDW.
I AS REGO.
SASH STOP (3' LONG)
RIGID PVC
I -
1/4- MAX.
SHIM
pO VENT WIDTH 1/4' MAX.
swMs
D.L. OPG. (VENT) 10 TYPICAL ANCHORS
TYPICAL ANCHORS 21 24 7 9 SEE ELEV.
SEE ELEV. FOR SPACING
FOR SPACING
D.
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• • •• • • • • .I BY
EX CERI•R. • i i i • • • :WOOD BUCKS
D.L. OPG. (FD(ED) . J ..
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U FRAME JAMB
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•• •• • • • • ••
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®STD. MULLION ® CUSTOM MULLION
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• • • • • • • • • •
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UN -CLIPPED MULLIONS
••• • • • • •
• •• • • • • ••• •
•• ••• •• • • • ••
TYPICAL ANCHORS
2 OR 3 ANCHORS
AT EACH SIDE OF MULLION
-\
CHART FOR CAPACITY .
NOTES:
1. USE CHART 016 THIS S*Wb FOR SIDFABY SIDC•CONNECTIOND •
CAPACITY OF 1ONDOW MUlkLION. • • • • • • • •
2. FOR SINGLE "i"t." CAPACIT? n S" 2 fm 3' •:
3. LOWER VALUES FR0M ST" 1 OR 2 WWL APPL'i TO • • •
ENTIRE SYSTEM. • • • • • • • • •
...
.
MULLION LOAD CAPACITY - PSF
. .
WINDOW DW.
2 ANCHORS
AT SACH =2 OF MULL
9 ANCHORS
AT EACH BIDE OF MOLL
1 X 4 IX4 1 X 4 1 X 4
STD. MOLL CUSTOM MULL SMD, MOLL CURFOM MOLL
WIDTH (V)
LENGTH (L)
DfT.(+)
INT.(-)
EXT.(+)
INT.(-)
DU.(+)
INT.(-)
DR.(+)
INT.(-)
19-1/8'
26-1/2•
37•
42'
48"
53-1/8'
50-8/8°
120.0
120.0
120.0
120.0
120.0 120.0 120.0
120.0
120.0 120.0 120.0
120.0
120.0 120.0 120.0
120.0
120.0 120.0 120.0
120.0
120.0 120.0 120.0
120.0
19-1/8'
26-1/2-
37'
42'
48'
53-1/8'
�.
120.0
120.0
120.0
120.0
120.0 120.0 120.0
120.0
120.0 120.0 120.0
120.0
120.0 120.0 120.0
120.0
120.0 120.D 120.0
120.0
120.D 120.0 120.0
120.0
19-1/8'
26-1/2°
37'
42'
45'
53-1/8°
1 1
120.0
120.0
120.0
120.0
120.0 120.0 120.0
120.0
120.0 120.0 120.0
120.0
120.0 120.0 120.0
120.0
120.0 120.0 120.0
120.0
116.7 118.7 12D.0
120.0
19-1/6•
26-1/2'
37'
42'
49"
83-1/5-
120.0
120.0
120.0
120.0
120.0 120.0 120.0
120.0
120.0 120.0 120.0
120.0
117.6 117.6 120.0
120.0
110.8 110.8 120.0
120.0
107.1 107.1 120.0
120.0
19-1/8'
26-1/2•
37'
42'
48"
53-1/8-
72'
120.0
120.0
120.0
120.0
120.0 1.0 120.0
20104.8
120.0
104.8 120.0
120.0
96.8 96.8 120.0
120.0
90.0 90.0 120.0
1204
85.9 85.8 117.9
120.0
19-1/8•
26-1/2-
37'
0.e•
53-1/8"
74-1/4"
120.0
120.0
120.0
120.0
120.0 120.0 120.0
_
1200,
100.5 1009 120.0
1204
92.7 92.7 120.0
120.0
66.0 86.0 116.6
1204
81.9 81.9 109.4
1204
19-1/8'
28-1/2'
37"
42'
45'
53-1/8°
78'
L 1
120.0
120.0
120.0
120.0
120.0 120.0 120.0
120.0
84.2 94.2 120.0
120.0
86.6 86.8 1112
t20.0
80.0 80.0 101.1
120.0
75.9 75.9 04.9
1139
UN -CLIPPED MULLIONS
••• • • • • •
• •• • • • • ••• •
•• ••• •• • • • ••
TYPICAL ANCHORS
2 OR 3 ANCHORS
AT EACH SIDE OF MULLION
-\
CHART FOR CAPACITY .
NOTES:
1. USE CHART 016 THIS S*Wb FOR SIDFABY SIDC•CONNECTIOND •
CAPACITY OF 1ONDOW MUlkLION. • • • • • • • •
2. FOR SINGLE "i"t." CAPACIT? n S" 2 fm 3' •:
3. LOWER VALUES FR0M ST" 1 OR 2 WWL APPL'i TO • • •
ENTIRE SYSTEM. • • • • • • • • •
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•••
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TYPICAL ELEYATION
SIDE BY SIDE WINDOWS
SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS
WIDTH (W) = WI + W2
2
C.F1.1L. 3838 Al>pDdesomnRlYln$wtlb lDa
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MIAMI•DADE mury i DARE COUNTY 9
• PRODUCT CONTROL SECTION d
DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADAHNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE OA www.miamidade.eov/eeonomv
Eco Window Systems, LLC
9114 NW 106 Street
Medley, FL 33178
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "Eco—Guard 500" Outswing Aluminum Casement Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw.
(L.M.I.r, sheets 1 through 6 of 6, dated 02/23/11, with revision C dated 01/11/13, prepared by Al Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control
Revision stamp with the Notice of Acceptance number acid expiration date by the Miami—Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0 69600
LABELING: Each unit shall bear a permanent label with the manufacturer's Ane *cr to a ' • * state,* 0 •
modellseries, and following statement: "Miami -Dade County Product Control Appwcd., unle's Ahlnvisee e 9 e
noted herein. 0000 00 0
0000..
RENEWAL of this NOA shall be considered after a renewal application has been, MW and thele hhs been'
no change in the applicable building code negatively affecting the performance of this 0product. 0*** 000800
96 666 9 999 96.06
TERMINATION of this NOA will occur after the expiration date or if there has linea a revision or &ange• • • 0 : 0
in the materials, use, and/or manufacture of the product or process. Misuse of this 4T %.as an endorsement •
of any product, for sales, advertising or any other purposes shall automatically tenhinate this 11 4 failure• "• • •
to comply with any section of this NOA shall be cause for termination and removal bf NOA. :0000:
ADVERTISEMENT: The NOA number preceded by the words Miami -Dads County, Ift"ida, and* 0
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 12-0223.27 and consists of this page 1 and evidence page E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
- T
0000••
0000
• •
•
0000
• ••
0000••
• ••
0000••
•
• •
•
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0000••
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0000
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0000•
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0000••
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•
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• •
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-
-
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. WII-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.L)",
sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 01/11/13, prepared by
Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
along with marked—up drawings and installation diagram of a casement window,
prepared by Hurricane Engineering and Testing, Inc., Test Reports No.
HETI 10 3140, HETI-10 3141, HETI-10-3142, IIETI 10--3143 and
HETI--10-3144, dated 12/29-30/10, all signed and sealed by Candido F. Font, P.E.
(Submitted under NOA#11-0309.06)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBG -2007,
prepared by Al—Farooq Corporation, dated 03/01/11, signed and sealed by Javad
Ahmad, P. E. (Submitted under NOA#11-0309.06)
2. Glazing complies with ASTM E1300-04 • • • •
• • Goes
Gso
Goose•
e
D. QUALITY ASSURANCE 0 960:09
00
1. Miami -Dade Department of Regulatory and Economic Resour ;es;R} ' • '
:0***:
•
• • Goes
E. MATERIAL CERTIFICATIONS
•
. .... .... .....
I. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont Ddf amours it 4;5a„Inc......
for their "DuPont Butacite® PVB Interlayer” dated 09/08/11 Miring on'P2/11/16.
F. STATEMENTS
e • G
1. Statement letter of conformance, complying with FBC-2010, artd of rso fin ndal
interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. • • •
(Submitted under previous NOA#12-0223.27)
G. OTHER
1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their
Series "500 ECO -Guard" Outswing Aluminum Casement Window— L.M.
approved on 05/03/12 and expiring on 05/19/16
Manuel PWZ, .
Product Control xamr
1.7
NOA No.
Expiration Date: May 19, 2016
Approval Date: May 02, 2013
E-1
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0.000•
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1/8' TEMP. GLASS
3/8' AIR SPACE
1/8' FEAT STREWD. GLASS 1/8" HEAT STREN'D. GLASS
.01� INTERLAYER 090 INTERLAYER
BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'OUPONT'
p. i/e' HEAT STREN'0. GLASS 1/8' FEAT STREN'D. GLASS
SILICONE SILICONE
F DOW Comma 898 DOW CORNING 889
3 8 9
i � t
18
SETTING BLOCKS AT INSLJL LAM. GLASS
NOTCH OLAZING BEAD LEG
TO CLEAR BLOCKS
GLASS TYPE 'A' GLASS TYPE 'AA'
GLAZING OPTIONS
ECO -GUARD SERIES -500
ALUMINUM OUTSWING CASEMENT WIND0�T
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI -DARE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO 04TM SYSTEM. .
•• ••• • • • • • ••
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •
REM • • • • • • •
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH *ELOCITY • • • • • • . •
HURRICANE ZONE (H012). of • • • • • • • • • •
WOOD DUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRRMEFER • • • • • • • • • •
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE &TAILS ARr • • • • 000 • • . • • •
NOT PART OF THIS APPROVAL • • • • • • • • • • •
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHOR? 14 wohONtY.MATM• • • • • • • • •
COME INTO CONTAACT WITH OTHER DISSIMILAR MD TO �ATEERI�ALSS SAL HALL MEET THE • • • • • • •
REQUIREMENTS OF THE FLORIDA BLOG. CODE SECTION 2003.8.4.
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
n
8 POINT LOCI(
WOW. HEIGHT RD. per TYPICAL ELEVATION
uPro AT SASH
26' 2
38-3 8• 3
88-8 8° 4
8 S
7s• s
MAXIMUM DESIGN LOAD RATING e + 70.0 PSF
(FGR SIZES SHOUN OR SMALLER) — 75.0 PSF
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
U c < m v
SHUTTERS ARE NOT REQUIRED.
.. 4
Erpin *VAD ZRIN
PRODUCTRBVISBD
FLA. PE��70M as complying with 60FkftCAAL 13M g
Acc Building -am No
NOTE: ftrellonD... 8 '
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
mumng no.
W11-05
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WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
.... ... •... .
. . . • . • . • . •
nvh
TYPICAL ANCHORS: sEE ELEV. FoR sPAcm
1/4" DIA. TAPCON BY 'TRY' (FU -12D KSI. FY -92 KSI)
1/4- DLA. ULTRACON BY 'ELCO' (F"-177 KSI. Fya158 XM)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-3/8" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
M14 SMS OR SELF DRILLING SCREWS ((TRADE 2 CRS)
INTO METAL. STRUCTURES
STEEL : 1/8" TM MIN. (Fy - 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6083 -TS MIN.)
(STEEL IN CONTACT WITH AWL41NUM TO BE PLATED OR PAINTED)
,912 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MJAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8')
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2" MIN.
INTO WOOD STRUCTURE - 1" MIN
INTO METAL STRUCTURE - 3/4" MIN.
CONCRETE AT HEAD. SIU. OR JAMBS f c - 3000 PSI MIN.
C-90 HOLLOW/FIU.EO BLOCK AT JAMBS rm - 2000 PSI MDV.
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LTSM
PART 8
gvANTm DESCRIPTION
MATERIAL
MANP./BU"URR/RBMAAK8
1
ESOT
4 FRAME HEAD/9AL1,0M
8083 T9
-
2
E502
4 VENT
8083-T8
3
FY108
AS REOD. MM BEAD (IAM. GLASS)
8083 T8
3A
E806
AS REM GAZING BEAD (MSUL LAM. MASS)
8083 -TB
-
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AS REOD. SNUSB£R - VENT. PULL LEFIOTH
8063•-T8
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8083 -TB
S
EW5
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8083-73
-
7
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AS READ. FRAME AND VENT ASSEMY SCREWS
-
H WH SMS
8
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AS REOD. BULB W-47HERSi—M. MMMU TER 65
SANIOPRENE tft R AB
9
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SPNFOPRENE IA.TRAFAD
10
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STEEL
TRUTH. MSTALLEO VM (2) /10 X 5/8' SS
11
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ZAMW
TRUTH
12
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-
13
-
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ZAMAK/STL
TRUB1
14
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Sr. STEEL.
-
15
FY120
AS REOD. FLUSH FRAME ADAPTER
6083 -TB
OPTIONAL
18
3 ANTI SW SKATE
NYLON
MM PLASTICS
17
010 X 1-1/4'
2/ SKATE FH SDS SKATE SCREY6
18
18 X 3/4'
AS REQD. FH SMS SNUBBER SmiS
M PARS Y APART. PAIRS SPACED AT 7-3/4' O.C.
19
2/ LRE SERMG MON. 3/16' X 3/4' X 4' LONG
NEOPRENE
AT W FROM EACH END. DUROMETER 85
20
FT8-SO
am SPACER - 1/6° HWH
SLICO4E
FRANK LOVE
S$ALAW:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SCHNEE-MOREHEAD SM5504 SEAM SEALER.
PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY.
O VENT z
4�i
LOCKS
s19 •DDD 9 MULTIPOINT LOCK SYSTEM 013098.92 BY 'TRUTH'
AT FRAME JAMB
LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL
28FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS.
•03 848 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES
16 FLUSH FRAME ADAPTER $33489.00.0001 SPACED AT 12-3/4" O.C. MAX.
EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS
1.047 1.750
STAINLESS STEEL KEEPERS #31984.92 AT VENT
�3 GLAZING BEAD (LAM. GLASS) EACH FASTENED WITH (2) X10 X 5/8" P FH sMs
493 SEE CHART ON SHEET 1 FOR QUANTITIES
130 ' 1.780 IN
SD3 I I 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH'
LOCATED AT TOP AND BOTTOM CORNERS
4.493 FASTENED WITH (2) #10 X 5/8" P PH SELF DRUM SCREWS
1.172 •• ••• • t • • ••
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Q SNUBBER -.VENT Q SNUBBER - FRAME EACH FASTENED WITH (2) #10 3L 1-1/4" P FH SDS.
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