REV-17-1862�� Miami Shores Village :CE1VED
�+ \�' Building Department J L 202017
0 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 Sth
FBC 20 I4
BUILDING Master Permit No. WS Vic 340
PERMIT APPLICATION Sub Permit No. PCV — 10 62
Nti BUILDING ❑ ELECTRIC ❑ ROOFING E REVISION ❑ EXTENSION ❑ RENEWAL
['PLUMBING Ei MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF p CANCELLATION 0 SHOP
CONTRACTOR DRAWINGS
�1
JOB ADDRESS: " f 5 N E `T4114 ST
City: Miami Shores County: r'L— Miami Dade Zip: 33► 3 8
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): 1") A -12 -REN) Phone#: c1 t ' 57 3 — iGu
Address: 4-4 S 4_71 ST
City: J VI (ii FYI t Sit', (2E> State: 'I-- Zip: 3 3 ' 3 g
's^
Tenant/Lessee Name: Phone#: _.---,
Email: a0d,11 doeco h•t@ . C' c i.1
CONTRACTOR: Company Name: tit' I Civ 1 Co u $lit, r P O f `( Phone#:
Address: a'Yc%S Si-- loom -
City:
oo f -City: f % , ,& f l j A State: Ai'[%
Qualifier Name: C0.574- f l Ala -j1 NE 7-- Phone#: t73 C-- 3O Z bt1
State Certification or Registration #:C GC / 5 1 ` 07 <2 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 0 Square/Linear Footage of Work:
Type of Work: D Addition
�� [I] Alteration D New ❑ Repair/Replace ❑ Demolition
764
Description of Work: C NC AJ C 77rQ/ 6t.7 1A / YOdct )
-74G 30C -$0Y?
Zip: 37/`S
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $
Technology Fee $
Permit Fee $ CCF $ CO/CC $
Radon Fee $ DBPR $ Notary $
Training/Education Fee $ Double Fee $
Bond $
Structural Reviews $
(Revised02/24/2014)
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
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 com ' cement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. / e absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature �i� r''—'. Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this The foregoing instrument as acknowledged before me this
\ —I11 -N day of 'Uli- , 20 1-1 by day of
\ cs (r r1 CC.1,<!---1--; who ersonally known (`,s?,( Nall.1-i MM- who personally known to
ciLA M�l�.
CONTRACTOR
, 20 a__
meor who has produced as
identification and who did take an oath.
NOTARY PUBLIC: f
Sign:
Print:
Seal:
' Notary Publ Sub of Fbride
. Yadianys Pino
+• My Commission FF 975298
"i0,ted' Expires 05/14/2020
*****************
r who has produced as
identification and who did take an oath.
NOTA. UBLIC:
Sig
Print:
Seal:
. .�s Non y Public - State of Florida
• _ My Comm. Expires Mar 4. 2018
.
:,,�ti,2•
Commission # FF 098411
' ' Bonded Through National Notary Assn.
************************************************************************************
APPROVED BYE Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Eco Window Systems, LLC
9114 NW 106 Street
Medley, FL 33178
This NOA is being issued under the applicable rules and regulations governing the use of construction
SCOPE:
materials. iThe documentation submitted has been reviewed and accepted by Miami -Dade Count) RFR-
Product Control Section to be used in Miami -Dade County and other areas where allow d by the tluxhocu'ly .
(AHJ).Control
gt d below Z he Mtatnt �'
RCJVED
JUL 0 2017
MIAMI—DADE COUN'
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade floe/economy
•
Ravin Jurisdiction -Dade Cdut •Product -
This NOA shall not be valid after the expiration date sta e
Section (Inlvl'iami-Dade County) and/ or the AHJ (in areas other than Miami -Dade Cothf rtserve the Tight •
•
to have thi:product or material tested for quality assurance purposes. If this produe: off rgateria: T i1 .o
perform in the accepted manner, the manufacturer will incur the expense of such testi.g 14 the AfIfiluay
immediately revoke, modify, or suspend the use of such product or material within tlleieli} Iaducti.".1trot
reserves the right to revoke this acceptance, if it is determined by Miami -Dade CQu�ulty•
'Y:
Section that. this product or materi<ul fails to -meet the requirements of the -applicable buildin'g Code.
��s. This product is approved as described'herein, and has been designed to comp wit• k. h� �lorida�Qi7el• g
Code, including the High Velocity Hurricane Zone. • ••
,• DESCRIPTION: Series "Eco -Guard 550" Aluminum Fixed Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W11-10, titled "S -S50 Aluminum Fixed Window (L.M.I.)",
sheets 1 through 6 of 6, dated 02/2811 t;.yith revision D dated'06/23/15, prepared by..A1-Farooq Corporation,
signed and sealed by Javad Ahmad,.. P.E., bearmg.the Miami Dad aunty Prodrict Control Revision stamp
with the, Notice of Acceptance/number and expiratlaii date -by the-iVliam' �e County Product Control
p2=1.1
Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a _permanent label with the Enanufacturer's.name or logo, city, state,
series, and following statement: "Miami-Dade.County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade I County, Florida, and
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 shalt be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No. 13-0206.08 and consists of this page 1 and evidence pages E-1 and ----
E-2,
`E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
•
•
• •
•
M1AME•DADE COUNTY
APPROVED
6/0115
NOA No. 15-0406.11
Expiration Date: May 05, 2021
Approval Date: July 02,2015'
Page'1..
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A.
B.
DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0309.07)
2. Drawing No. W1l-10, titled "S-550 Aluminum Fixed Window
L. .I.)",
sheets 1
through 6 of 6, dated 02/28/11, with revision D dated 06/23/15, prepared y l Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
TESTS
1. Test reports on: 1) Air Infiltration Test per FBC, TAS 202-94
•
• . .
.• •
• .
... •
..• •
2) Uniform Static Air Pressure Test, Loading per FD •FAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94 . .. •
along with marked -up drawings and installation diagram of an alutnin u i n fixed.. •
•
window, prepared by Hurricane Engineering and Testing, Inc., Test deport Ne.... •
IIETI-10-3145, dated 12/29/10, signed and sealed by Candido F. • Fontr$.E• •
• .
(Submitted under NOA No. 11-0309.07)
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 .•.
2) Cyclic Wind Pressure Loading per FBC, TAS 2t -94
.
... •
• •
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Hunicane Engineering and Testing, Inc., Test Reports No.
HETI-10-3146, HETI-10-3147 and HETI-10-3149, all dated 12/29/10, signed and
sealed by Candido F. Font, P.E.
(Submitted under NOA No. 11-0309.07)
3. Test reports on: I) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
along with marked --up drawings and installation diagram of an aluminum fixed
window, prepared by Hurricane Engineering and Testing, Inc., Test Report No.
HETI-10-3148, dated 12/29/10, signed and sealed by Candido F. Font, P.E.
(Submitted under NOA No. 11-0309.07)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), prepared by A1-Farooq Corporation, dated 03/27/15 and 06/23/15,
signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
IVIanueal ez, P.E.
Product ContilWxaminer
NOA No. 15-0406.11
Expiration Date: May 05, 2021
Approval Date: July 02, 2015
E-1
Eco Window Systems, LLC.
NOTICE 01/ ACCEP'T'ANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no
financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, sig•iaedca� d
Sealed by Javad Ahmad, P.E. • • •
2. Laboratory compliance letters for Test Reports No. HETI-10-3145,•11ETI-10-Siel{,;
HETI-10-3147, HETI-10-3148 and HETI-10-3149, all issued by Otuiricane • •
Engineering and Testing, Inc., dated 12/29/10, signed and sealed bX f.;andido t' Font,
••
.... .• ..
P.E.
(Submitted under NOA No. 11-0309.07)
. .
.. ..
....
•
... •
•
G. OTHERS
1. Notice of Acceptance No. 13-0206.08, issued to Eco Window Systems, LLC; for their
Series "Eco -Guard 550" Aluminum Fixed Window - L.M.I., approvid on.OS/02113
and expiring on 05/05/16.
E-2
/
Manuel P- . P.E.
Product Control miner
NOA No. 15-0406.11
Expiration Date: May 05, 2021
Approval Date: July 02, 2015
FALSE MUNTINS
(SURFACE APPLIED) -
MAY BE USED
WINDOW WIDTH
0.1.. OPG.
10 1/2"
MAO.
HEAD
SILL
1YPICAL ELEVATION
-1/8" HEAT S1REN'O. GLASS
\ .090" Interlayer
GuPanl Butocite PVB
�By 'Kuroroy Americo, Inc.'
t1 \ r 1/8" HEAT STREN'D. GLASS
ALONE
['DOW 0088180 899
'WIDE
901N15 ON LITES
1) WIDETHAN 36" ONLY '•
GLASS TYPE 'A'
ami
6" MA0,
HEAD/SILL
CORNERS
/s" TEMP. GLASS
r-3/8" AIR SPACE
\ \ l I /8" HEAT 5TREN'0. GLASS
.090" Interlayer
DuPont Gulacite PV8
By 'Kuroroy Americo, Inc.'
1/8" HEAT STREW!). CLASS
SILICONE
DOW CORNING 899
Ps
ALL AT 1/4SIZES P018TS
GLASS TYPE 'AA'
GLAZING OPTIONS
THESE WINDOWS ARE RATED FOR LARGE Sc SMALL MISSILE IMPACI.I
SHUTTER; ARE NOT REQUIRED. ...__.1
ECO -GUARD SERIES -550
ALUMINUM FIXED 'WINDOW
DESIGN LOAD RATINGS FOR 1E1E51 WINDOWS 10 HE. AS PER
CIiARTS SHOWN ON SHEETS 2.
APPROVAL APPLIES TO SINGI1 11NI10 UR SIDE BY SIDE
COMBINATIONS OF FIX./FIX. OR FIXED 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 DF THE FLORIDA BUILDING CODE INCLUDING HIGH V(.LOCI1'Y
HURRICANE ZONE (1491-12).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 10 TRANSFER
LOADS TO TILE STRUCTURE.
ANCHORS SMALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT 10 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT 5430511 IN IFIE SF: DE18110 ARE
801 PART OF THIS APPROVAL.
A LOAD DURATION INCREASE 10 USED IN DESIGN OF ANCHORS INTO WOOD ONLY
ALL SHIMS TO 54 HIGH IMPACT. NDN -METALLIC AND NON-COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL. SCREWS, THAI
COME INTO CONTACT 1441111 01111:14 DISSIMII AR MAN 9I8L0 SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING 000E.
3/16" HEAT 5TREN'D. GLASS
.090" Inlerloyer
DuPont BUlocile PVB
By 'Kuroroy Americo, Inc.'
3/16" 11E81 STREW!). GLASS
5111(0114:
CO
DOW RNING 899
•• ••• • • •
PRODUCT REVISED
as complying with the Florida
Building Coda
Acceptance No
irutlon Date
• • • • •• • • `1« I
• • • • • • • ••9 r r Ade Produo CSnvol
• • • • • • • • • • _
AD • • • • 5•TTII' 85)0115 .Ay
• • \ • • • • • *AM. "LAS. A15 NSUL. IAM. CLASS
NOTCH GLAZING 8E80 1E0 TO CLEAR 010050
• •�•• • ••• •
• ,•• ••
• • •
AT. t/4 P&NT5 �N IAESi • •
L=./. DER TH 1.76" ON/ • • •
••• • •
•
• ••
• •••
GLASS TYPE 'Il'
Env JAVAD AIIMAD
CML
RA. PE d 70592
• C.A.EL 3535
•
•• —JJ23201.
•
C --"z !l
4,1
L
fdrawing no.
W11-10
1 heel 1 of 6'
• • • • •
• • • •••
• • • • • •
• •• •• • •
••• • • •
• i •
•
•
•
•
•
•
• •
• ••
DESIGN LOAD CAPACITY - PSF
DESIGN LOAD CAPACITY - PSF
WINDOW 0160.
WIDTH (10) LENGTH (L)
30"
36"
42"
48"
54"
60"
66"
48"
GLASS TYPE 'A'
E07.(4) INT.(-)
70.0
70.0
61.7
54.0
54.0
75.0
75.0
66.1
57.8
57.8
07.009 TYPE 'AA'
EXT.(+) INT.(--)
GLASS TYPE; '0'
EXT.(*) 1NT.(-)
0IN00P 01610.
(LASS TYPE '5'
OIA89 TYPE 'AA'
CLASS 'TYPE '8'
WIDTH (W)
UNCUT (1)
000,(4.)
70.0
70.0
70.0
700
70.0
700
70.0
75.0
75.0
75 0
75.0
750
75.0
75.0
70.0
70.0
70.0
70.0
70.0
70_0
70.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
36"
48"
60"
65"
(303
36"
54.
48"
54'
60"
66"
30"
36"
47"
48"
54"
60"
30"
36"
42"
48"
54"
30"
36"
42"
46"
30"
36"
42"
48"
(6c)
700
70.0
61.7
54.0
6;0
700
61.7
75.0
750
66.1
57.8
75.0)
/5.0
66.1
70.0
700
70.0
70.0
689
68.9.
68.9
70.0
70.0
700
70.0
68.9
62.0
62.0
70.0
70.0
700
70.0
68.9
62.0
70.0
700
70.0
70.0
68.9
700
70.0
70.0
70.0
70.0
70.0
70.0
70.0
700
70.0
617
66"
75.0
75.0
60.1
70.0
70.0
72"
75.0
75.0
70.0
70.0
78'
75.0
75.0
84"
70.0
75.0
75.0
75.0
75.0
75.0
73.8
73.8
73.6
75.0
75.0
75.0
...-._.......
75.0
73.8
66.4
66.4
75.0
75.0
75.0
15.0
73.8
66.4
75.0
75.0
75.0
75.0
73.8
75.0
750
75.0
750
75.0
75.0
75.0
75.0
70.0
70.0
70.0
70.0
68.9
68.9
68.9
70.0
70.0
70.0
70.0
68.9
62.0
62.0
70.0
70.0
70.0
700
68.9
62.0
70.0
70.0
/0.0
70.0
08.9
70.0
/0.0
700
_......... _.
70.0
• 70.0
70.0
70.0
70.0
75.0
75.0
75.0
75.0
73.8
73.8
73.8
75.0
75.0
..........._ _.
75.0
750
73.8
66.4
06.4
75.0
75.0
750
75.0
73.8
66.4
75.0
75.0
75.0
75.0
73.6
750
75.0
75.0
....__ ....
750
75.0
75.0
/5.0
750
26.-1/2"
37"
37"
42"
48"
53-1/8"
56"
60"
63"
26» 1/2"
32"
3/"
42"
48"
53-I/8"
56"
60"
63"
50-5/8"
INT.(-)
EXT.(4) .
70.0 75.0 70.0 75.0
70.0 75.0 70.0 75.0
70.0 750 70.0 75.0
61.7 661 700 75.0
540 57.8 700 75.0
512 54.8 70.0 75.0
700 750
- 70.0 75.0
700 75.0
030.(8) 1NT.(-)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
63"
70.0
70.0
70.0
61.7
75.0
75.0
75.0
66.1
70.0 75.0 70.0
700 75.0 70.0
70.0 _ 75.0 70.0
/0.0 75.0 70.0
70.0 75.0 70.0
70.0 75.0 70.0
66.4 71.1 66.4
62.0 66.4 67.0
59.0 63.7 590
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
......-.._.
75.0
75.0
75.0
75.0 ...
75.0
70.0
75.0
.............
11.1
66.4
... __......
63.2
30"
36" 90'
42"
30"
36" 96"
42"
70.0 75.0
70.0 75,0 70.0 75.0
700 75.0 70.0 75.0
70.0 75.0 70.0 75.0
75.0 70.0 75,0
75.0 700 75.0
75.0 70.0 75.0
70.0
700
70.0
26-1/2"
32"
37"
42"
48"
53-1/8"
76'
70.0
70.0
70.0
75.0
75.0
750
70.0 75.0 70.0
70.0 75.0 70.0
770/00 70.0
70.0 75.0 70 0
70.0 75.0 70.0
70.0 75.0 70.0
75.0
75.0
/5.0
75.0
75.0
750
25-1/2"
32"
37"
42"
48'
80"
70.0
70.0
/5.0
75.0
70.0
70.0
70.0
/0.0
70.0
75.0
75.0
75.0
75.0
75.0
700
70.0
70.0
70.0
70.0
75.0
/5.0
75.0
75.0
75.0
26-1/2"
32"
37"
42"
48'
70.0
70.0
84' -
75.0
75.0
70.0
70.0
70.0
70.0
70.0
75 0
75.0
75.0
75.0
75.0
70.0
70.0
70.0
70.0
70.0
75.0
75.0
75.0
75.0
75.0
26-1/2"
37"
37"
90"
70.0
75.0
70.0
70.0
70.0
75.0
75.0
75.0
75.0
70.0 75.0
70.0 75.0
70.0 75.0
75.0
70.0
2.6.-1/2"
70.0
75.0
700
75.0
70.0
75.0,
32-70
0
75.0
70.0
75.0
37"
-
-
70.0
750
70.0
75.0
42"
--
70.0
75.0
70.0
75.0
S
NOTE,
MOH ENTED
VERT 7010 D LENGTH NC
10 OR 117R87000TALLYASSHOWN 8N BE 0001.
PILODUC P REVISED
os co/ 1PlYing with the Florida
Building Codc -
Acce01w100No
Ea [radon Dote
• • • • • - �.;•/J�7�
• v , .I*;Ida Product l.'bnirol
▪ • • • •
•
•• ••• •• • • • ••
Engr: JAVAD0116100
CIVIL
N THIS SHEET AHE'. FLA PE k' 70597
C A.N., 3538
125 Zo21
NOTE:
GLASS CAPACITIES 0
BASED ON ASTM E 11)07.0.9. (3 SEC. GUS,; -S.?..
• • • • •
•....
• • • • • • •
• •. . • . •
... . • •
••• • • • • •
• • • • •
• • • •••
• • • • • •
• •• •• • •
••• • • • •
• •
•
•
• •'
• •
•
32015
• •
•• •
Drawing no.
W11-10
(sheet 2 of 6
10Y
WOOD BUCK
TYPICAL ANCHORS
SEE ELEV.
--/I' / <08 SPACING
IFDGF Dl3T.a
METAL
STRUCTURE
r<'ICAC ANC110115
- SEE ELEV.
FOR SPACING
MIAMI-DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SLE SEPARATE N0A
EDGE DIST. ,4,\
TYPICAL ANCHORS
1 SEE ELEV.
FOR SPACING
W000 RUCKS AND METAL STRUCTURE NOT BY ECO WDW.
MUSI SUSTAIN LOADS IMPOSED HY CIA1ING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
0
10Y
WOOD BUCK
(8
EDGE DIST.
\ TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EUGE,,UISI.1
IYPICAL ANCHORS
1- SFF ELLV.
FOR SPACING
TYPICAL ANCHORS: SEE ELEV. FDR SPACING
_1_,/ 4" DIA, ULTRACON BY '14.00' (53=1r7 K51, Ey-155 KSI)
INTO 2E30 WOOD BUCKS OR WOOD STRUCTURES
1- 1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1131' BUCKS INTO CONC. OR MASONRY
1 -1/4" MIN. EMBED 1E110 CONCRETE (HEAD/SILL)
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
DIRECTLY INTO CONC. OR MASONRY
1-1/h" MIN. EMBED INTO CONCRhl5 (HEAD/SILL)
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (,IAMBS)
y14 SMS OR SELF 0RIL1ING SCREWS (GRADE 2 CRs)
IN10 METAL STRUCI TIRES
STEEL : 1/8" 118. MIN. (Ey = 36 KSI MIN.)
ALUMINUM : 1 /8" 1138. 0111. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM 10 BE PLATED OR PAINTED)
#12 505 08 SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI: -DADS COUNTY APPROVED MULLIONS (MIN. THK. 1/8")
(NO SHIM SPACE)
TYPICAL_EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2--1/2" 0114.
INTO WOOD STRUCTURE = 1" MIN.
INTO IAETAL STRUCTURE - 3/4" MIN.
• • • • • • •WO40 ¥ l-1 A0. SIIi. 0i -JAMBS SG a 0.55 MIN.
• • CCI•CRPNE ST NEMS SIS. OR JAMBS ('c = 3000 P51 MIN.
•• •• :C --SO DOLL w,RLD NORMAL WEIGHT CMU AT JAMBS I'm = 2000 PSI M
•• ••• •• • • • ••
Engr: JAVAD NIMAD
CML
FLA. PE i) 70542
C.A.N. 14538
..��•
o oo, plyi•I; wlll1 a Floods •
• • •
•
TYPICAL ANCIIORStT„ildlnsC:odC • •
SE
ELEV. A 4C ro0ONO
FON SPACING txp1RL•nfldlc •Z4 •
ry .d I & .d.d
Mf ,./J4dcl7oducl C' -
EDGE DIST.
••• • • • •
• • • • •
• • • •••
• • • • • •
• •• •• • •
••• • • •
• ,•.
•••
•• v it
JUN 2 L3 2015
••
••• • •
• • •
• • •
• • • •
• •• • •
0
U
0
V
6
J ui1
IN
y>1
_�..4.I
.4
I CI
11 draw n9
W1 1 10
(shed 3 0f 6_)
1/4" MM.
SHIM
TYPICAL ANCIIORS
SEE ELEV.
FOR SPACING
C7
1/4" MAX.
_.....
SHIMS
I90
W000 DUCK
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL
STRUCTURE
EXTERIOR
ERI012
O.L. OPG.
WINDOW WIDTH
MIAMI-DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
0490AL ANCHORS
5EC. ELEV. FOR SPACING
WINOOW WIOTIl
.WINDOW WIDT11
EXTERIOR
w
--
/4" I.45.
TYPICAL ANCHORS
SEE ELEV.
10R SPACING
• PRODUCT RIOVISCII
os conlPlYing with lILL FloTido
IiuI pla Cork G - # 40 6
A, Piwtca No
•++�
•. .. ••
• y..p ro¢�l ]9TC . Z°21
• • • • • • • SAizl J Product Controo�
•
•• ••• •• • • •
• ••• • •••
• • • • •
•• • •
• • • • • • • •
•• • • • • 4
••• ••
•
••
Engr. JAVA0 AHMAO
CML
FLA PE # 70592
C.A.N. 538
• •
• s_�I
•
•
JUN 2 3 2615
aI
5"
(drawng no.�
W1 1 101
''sheet 4 of 6
• • • • • • • • • • • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
FOGS 17151.
TYPICAL ANCHORS
'SEE ELEV. FOR SPACING
ALT.
-o
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
IAF FAL.
STRUCTURE
EDGE
DIST_ .1
TYP CAL ANCHORS
SFE ELEV.
FOR SPACING
MIAMI--DADE. COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
EDGE
rr� OISi.
I''
X11.11 1f5
2
1YP CAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
•• ••
•
•
• •
•
•• ••• •• • • • ••
• • • •
• •
'RODUCE RkNISP.0
N complying 111th lha l'Ion 1
Uwlding Codc
Acocpuutce No,
RN) tion Date
• •%Y
• *Aiedc Product
o6.-11.
/ owl,
• •
INSTALLATION DETAILS WITII FLUSH FRAME ADAPTER
• ••• • •••
• • • • •
• • • • •
• • • • • • •
• •• • • • • •
••• • • • •
Engr: JAVAD ANOAD
CML
FLA. PE 11 70592
C.A.N. 3538
• •
• • f
`/3 2015
drawing no.1
W11-101
(sheet 5_o( 6.1
••• 1 1 • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• 1 •
3.094
.719
- 5.001
.062
1) FRAME HEAD/S11 L/JAMH
500
2.578
2)
.050
�l
P
452 �I 1
-1.297- �L
SNAP COVER
394
C
.803 .,. _...0511
(. 1.047 JF•.
3) GLAZING BEAD (7/16" (AM. GLASS)
30
.803 -.^,045
.. 1.172_'
(3a` GLAZING BEAD (INSUL. LAM. GLASS)
-2.688-___...
1 .,.�
.062
f
.5} 0.f::_t_
_.. ._. 11Y I) .7y 0
2.611- .._.1
(e) FLUSH FRAME ADAPTER
.1 519
1.047
(3e) GLAZING BEAD (5/16' LAM. GLASS)
CORNER KEY
ITEM
1
2
3
36
36
1._
6;
7
9
10
PART 8
1.503
__.........
E504
........ FY109
_....
0505
FY108
810 X 1 _
E203
PSJ40-56 ._
0113-50
FY120
QUANTIFY
DESCRIPTION
d
AS RE00_
A5 REOD._
AS RF00.
3/ CORNER
A5 REOU.
2/ CORNER
AS REDO.
AS RE09.
FRAME MEAD/SRA /JAMB
SNAP COVER
GLAZING BEAD (7/16" IAM. GLASS)
GLA11140 DEAD (INSUL. IAM. GLASS)
CIAZINC DEAD (5/16' IAM. GI ASS)
ASSFMHII SCREWS
GLAZING 0160 HUED, OUROMETER 65
FRAME CORNER KEY
GLASS SPACER I/O' HIGH
FLUSH FRAME ADAPTER
SETTING BLOCK 3/16' X 3/4" X 4" LONG
INSUL. CLASS EDGE SPACER
6MATERIAL.
6063-16
6003-16
6063-15
6063-16
6063-16
SANTOPRENE
ST. STEEL
SILICONE
6063-16
EPOM
ST. STEEL
MANF./SOPPIJKR/REMARKS
FRANK LOWE
OPTIONAL
06901/E0E4 8065 611060 A
CARDINAL XL
SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED MR
SCHNEE-MORI HEAD SM5504 SEAM SEALER.
(6)
G i
• ->-
vA i
3
•
•
•
MAME-_CQf_NER :••
•
PRODUCE REVISED
as complying Willi the Florida
Building Codc s-0406 11..
Acceptance No
Px 1ltotlan Date /2472.1
• • . / .'
• • • • Ulml. •dunuo�
• • *•• •
• • • I • •
• •
• - Engr' 365110 32)6160
CIVIL
FLA PE 8 70592
CA.N. 6538
••• • •
• •.- e If -•
•
• . •- • •7/ •J 13 2015
i• • • ' r
• • •-(••
v
6n
6)
of
J
W
W
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rn
O o r' N
0
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37r0
2
o
(� i°1 fd
W of3 t -
C
0 CI
drawing o.
W11-10
(sheet 6 of 6
••• • • • • ••• • .•
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
4100 • • • 000 • •
•
•
MIAMIDADE
OUNTY -
EPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Eco Window Systems, LLC
114 NW 106 Street
e / Medley, FL 33178
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The doctimentation 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' fait% to
perform in the accepted manner, the manufacturer will incur the expense of such test inpar d the A`1151nay
immediately revoke, modify, or suspend the use of such product or material. within their•hrisdiction .R3 R
reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cpvp.1%j'roduct Control
Section that this product or material fails -to meet the requirements of the-applicable-bu`),ciyg code. • • •
This product is approved as described herein, and has been designed to comply wifti• Florid$ IlrUij&ing
Code, including the High Velocity Hurricane Zone. ••••••••
DESCRIPTION: Series "Eco` -Guard 560" Aluminum Project Out Window — LAM.
APPROVAL DOCUMENT: Drawing No. W11-08, titled "S-560 Aluminum Proje:t O 1t Ardw.•(L.M.1.)",
sheets 1 through 6 of 6, dated 02/24/11, with revision E dated 06/233/15 zepared by A1,i ooq CsZtptt'ation,
signed and sealed by Javad Ahmad, P.E., bearing the Mian>i Da2Te County Pr'uduct onfroj ReviSiplr stimp
24: a
with the Notice of Acceptance number and expiration date by the f1amI=lade County Product Cqujtrol
Section.
MI ` D• F i° iJNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
wmv.miamidade.govleemmmv
ISSILE 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,
series, and following statement: "M-iami-Dade County Product Control Approve ";'unless otherwise noted
herein. •
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMLNATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed itt advertising literature. I.f 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 and renews NOA No. 13-0206.06 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.
MiAM E:ADE COUNTY
APPROVED
NOA No. 15-0406.09
Expiration Date: May 26, 2021
Approval Date: July 02, 2015
Page 1
•
•
•
.
.
. .
•
.•
.
.
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11-0309.05)
2. Drawing No. W11-08, titled "S-560 Aluminum Project Out Wdw. (L.M.L)", sheets 1
through 6 of 6, dated 02/24/11, with revision E dated 06/23/15, prepared by A1-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
B.
c.
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) \Vater Resistance Test, per FBC, TAS 202-94
••••
• •
4) Forced Entry Test, per FBC 2411.3.2.1, and T S }2-94 ••••
5) Large Missile Impact Test per FBC, TAS 20144 • • • •• • •
•
6) Cyclic Wind Pressure Loading per FBC, TASZQ4-.%4
along with marked -up drawings and installation diagram of a casenaca windQyv,• •
• prepared by Hurricane Engineering and Testing, Inc., Test Reports Oo • • ••• •
HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed aM tt3ed by€aniido
• • • • ••••
F. Font, P.E.
(Submitted under NOA No. 11-0309.05)
CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC S«'
Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15,
signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
• • •
•
•
•
•
• •• •
•• •
•
•
••• •
• •
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
E-1
Manuel z, P. E.
Product Contr t EjCaminer
NOA No. -0406.09
Expiration Date: May 26, 2021
Approval Date: July 02, 2015
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no
financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and
scaled by Javad Ahmad, P.E.
2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and
HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all
signed and sealed by Candido F. Font, P.E.
(Submitted under NOA No. 11-0309.05)
G. OTHERS
1. Notice of Acceptance No. 13-0206.06, issued to Eco Window Systems, LLC fol.ttVir
Series "Eco -Guard 560" Aluminum Projected Out Window — L.IUt.I., 0pprove��rrr •'
05/02/13 and expiring on 05/26/16. " "' •
•
•••• .. .
. •
• •
0••. . •.
....
•• •
.. •• 0•••
•r . .
• •
•. •
• •
• •
•
•
••• •
Manue . r:f., P. E.
Product Con rol E aminer
NOA No. 15-0406.09
Expiration Date: May 26, 2021
Approval Date: July 02, 2015
E-1
• WOW. WIDTH IW0W. HEIGHT
19-1/8't 53-1/8
26-1/2 53-1/8 ..
32 53-1/8
37 53-1f8
47 -3/4
48 1 40-7/8
53-1/8 -37 ...
MAXIMUM DESIGN LOAD RATING
(009 5405 SHOWN 6009E OR 3!M1LER)
FALSE 80INT189
(SURFACE APPLIED) --
MAX
NAY dE USED
= 0- 70.0 PSF
- 70.0 PSF
NOTE:
GLASS CAPACITIES ON THIS SHEET ARF.
BASED ON_ ASTM E1300-09 (..SEC. GUS(S)
AND FLORIDA --BUILDING `COMMISSION
ULCI.ARATORY STATEMENT UCA05--LIED-219
U p�
T r1
t/A `11
\2 /
T i:.
53 1/8"
WINDOW WIDTH
51 1/8"
-_ .....
VENT1 WIDTH
45 1/2"
D.I. OPG.
I I / \ I !
/l'
- II // i..._. •
/
\
" ;i
5B2
1�
19 3/4 .i
7" MAX. 'I MAX
,-HEAD/S111. 1• HEAD
CORNF RS
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.1
SHUT IERS ARE NOT REQUIRED.
ECO ---GUARD SERIES -560
'ALUMINUM PROJECT -OUT -WINDOIY
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS 00 PROJECTED/PROJECTED OR PROJECTED 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
WI)J APPLY 00 ENTIRE SYSTEM.
THIS' PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HV117).
Y/000 BUCKS 8Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 0390001140 OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF' THIS APPROVAL.
A LOAD DURATION INCREASE 15 USED 10 0351014 OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, 01014 --METALLIC AND NON-COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED 10 SIEEL/METAL SCREWS, THAT
COME I1410 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BUR DIN0 CODE.
SILL
II
1YPICAL ELEVATION
\I", HEAT STREN'D. GLASS
.090" Interloyer
DuPont Butocite P013
By 'Kuroroy Americo, Inc.'
1/8" HEAT STREN'D. CLASS
SILICONE
DOW CORNING 809
••
•
•
• •`S) •
•
•• •••
0
LOCKING POINTS
SEE CHART
.._......... I NO OF
WOW. HE1GHT KEEPERS
UPTO ' Al SASH
38-3/8" 3
50-5/13" I _ 4
53 1/8" 4
-1/8" TEMP. GLASS
- 3/8" AIR SPACE
1/8" HEAT STRE14'0. GLASS
.090" Interlayer
• DuPont Oulacilc P99
Hy 'I<uroroy Americo, Inc.'
1/8" HEAT STREN'D. GLASS
(C
ri
37"
WINDO'N WIOTH
35"
VENT WIDTH
29 3/8"
.. _....11._ o—L. 0037
( 2`/
11... ____
/
SILICONE
0039 CORNING 899
• ••
•s.,•
• • • •
1.-6\ .2
1/4 POINTS LN LIT
J WIDER THAN 36'•Co
ON1•.1'
•
• ••
••• •
GLASS TYPE 'AI
O
_/•,• • • • Jv`J •
`�• 71 . • AT 6/4 FUIO SS `
• 19 ALI•Sl7116 • `1
•:' • • • •• • • I
• • • • • •
! • CLAMS TYPE* 11R' •
• •
GLAZING OPTIONS
LI- 12 1 ..I
IF MAX..
HEAD
50.1
TYPICAL ELEVATION
PROIJUCF REVISED
cu complyIny with ILK Nlorld8
Building Coda
Ac(836W) a No
Expiration Dm
6" MAX.
HEAD/SILL
CORNERS
SEI TING BLOCKS AT
LAM. GLASS AND INSTIL. LAM. CLASS
NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS
Enyr: 244AD 08890
CML
FLA. PEN 79592
CA N. 35
14/1632015
0
� a =1 3
FW 7
rQ
drowin9 o.
W 1 1 081
sheet 1 0( 6 )
( 1
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
EDGE OIST.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING IBY
WOOD BUCK
• ``0' n
/
1-
EDGE DIST.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL.
STRUCTURE !MIAMI-OAOE COUNTY APPROVED
!MULLION St MULLION ANCIIORS
SEF. SEPARATE NOA
TYPICAL ANCHORS_
SEE ELEV. JJ
FOR SPACING
EDGE
DIST, (\
I
L -- 4.
m.r
TYPICAL. ANCIIORS
SEE ELEV. --
FOR SPACING
1YPICAL ANCHORS
SUE ELEV.-
FOR SPACING
............"._. _./ TYPICAL ANCIIOHS: SEE FLEV. FOR SPACING
WOOD BUCKS AND IAETAL STRUCTURE NOT BY ECO WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ' 1/4" DIA. ULTRACOl1 BY 'ELCO' (Fu=177 KSI, Fy-155 x51)
AND TRANSFER TIILM TO THE. BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUC1URES
_- - "-- ' ---- 1-1/2" MIN. PENEI RATION INTO WOOD (IIEAD/SILL/JAMBS)
• • • •
•, • • • •
•• • • •
THRU 18Y BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONCREIE (HEAD/SILL)
1--1/4" MIN. EMBED 1810 CONC. OR MASONRY (JAMBS)
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO METAL. STRUCTURES
STL:LL : 1/8" THK. MIN. (Fy 36 KSI MIN.)
ALUMINUM 1/8" THK. MIN. (60633-T5 MIN.)
(STEEL. IN CONTACT WITII ALUMINUM TO BE PIAIED OR PAINTED)
12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ 1/8")
(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.
WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN.
ON fitlt AT HEAD, SILL OR JAMBS I'c = 3000 PSI MIN.
—9; HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS fm = 2000 PSI MIN
• •
•• • • • ••
• ••• • •••
.. ^• - •PR0000T4V01iSBD •
• '' efts cowl*. wi• the FIpztde
TYi'ICAL AYCHORS'•Duildl•g Celt ,
SEF ELEV. •AoceptuncosNo
FOR 5PAGISC• •RRN,hUllul o,sari.
rado Product Co 110
• •
• • •
• • •
Eng,: JAVAD AHVAD
C' L
FIA. P 70592
G.A.1 . 538
2015
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•
•
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L
p11,
O
i old
= i
N o
drowing n0.
W11-08
sheet 2 of 61
1/4" MAX.
SHII.I
TYPICAL ANCHORS
SEE ELEV. -
FOR SPACING
TYPICAL ANCHORS
-- SEE ELEV.
IOR SPACING
'11111�Y G
I /4' MAX.
SHIM
\2RR uUY WOOD C/
WO00 SIRUcYURE
/
(3 EL
METAL
SIRUCTURE
EXTEIRIOR
D.L. OPG,
VENT WIDTH
WINDOW WIDTII
TYPICAL. ANCIIORS
SFE ELEV.
FOR SPACING
0
O
MIAMI-DADE COUNTY
APPROVED MULLION
SEE SEPARATE NSA
TYPICAL. ANCHORS
SFE ELEV. FOR SPACING
F1X'1'1 RI OF
WINDOW WIDTH
WINDOW WIDTII
RIiVISED
collplyiud with Lha Hondo
,wilding C'odc ACJ, — �+-1�./ 0/1x16 09
Acceptance No /
E pi(otion Dam /04,21
�1iB1 Jdo Pro int Control
• • • • • • • • • • • •
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• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
TYPICAL ANCHORS
o /
SEE ELEV. FOR SPACING
1 YPICAL ANCHORS
SEE ELEV. FOR SPACING \
TYPICAL ANCHORS
SEC ELEV.
FOR SPACING
F
MIAMI—OADE COUNTY APPROVED
MULLION & MULLION) ANCHORS 1
SEE SEPARATE NOA
EDGE
_ DIST. DIST__..
J
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1/4" MAX.
SHIMS
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
(.C)
ALT.
1/4"
• • olio • • • i_i--•
• Y • • • • • • • •
• • •
• • • •
•
•• ••• •• • • • ••
INS'T'ALLATION DETAILS 1YITI1 FLUSH FRAME ADAPTER
• ••• • ••• • •
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• • • • • • • •
• • • • • • • • • •
•• • • • • • • 1 •
••• • • • ••••
I'RODUCT REVISED
as complying wilt the Florida
I3ullding Code
i— Q A 069.07
ce0n"xu No ' 2021
Isr'I imlDote
k�r
liy
Vtimul
ode Produce
unuo
Engr: JAVAD ARMAD
CML
FLA PF E '0592
C.A.I}t 3538
N 232015
0
t.l
a
00
0
0
1a
H
I (Irowin(d no.
W1 1-08
(,heel 4 of 6
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• • • • • • • • • 0 • •
••• • • • ••• • •
1.330
.078.1
062
}
1.893
MAW- HEAD/SILL/JAFAB
.500
2.821
1
2.099
.719
Il' 2.354-
=•
_ SSSS.. SSSS.
..).
.377
8106
�ni-)
81V96 2.813
.
.590
(2)
VENT
)
...1..519
.803 .. 045
(3) GLAZING 8E50 (LAM. GLASS)
2.088— ..{
d d .062
.500/'1\ f\I 769
2.611
(45) FLUSH FRAME ADAPTER
1.750
.803 . 045
`1.172 91
`3A) GLA/INC BEAD (INSUL. LAM. CLASS)
493
� d .
493
CORNER KEY
.780
.245
1_r
� .720 I-"
(45 SNUBBER -- VENT
.745
.780
-1.256
(1/it) SNUBBER — FRAME
d-.120
ITEM
PART 9
QUANTITY
6ESC68'710N
MATERIAL.
MANE./SUPPLIER/REMARKS
1
2
3
3A
4
4A
5
7
9
10
11
12
13
_ _
14
15
16
SSSS
17
18
19
20
21
E501
E502
_ F9108
E505
SSSS...
_ 1508
E509
6506
N10 X 1-1/4'
6203
E203
35.12 00 400
1309692
31964 92
_..
52.13.012
___ ... ._. . __
79340-55
SSSS.
FY120
-
N10 X 1-1/4
_.
N8 0 3/4"
-
PLD -50
-
4
4
AS REDO.
-._.
AS RF0 0.
_SSSS
AS 11LO0
AS READ
OPTIONAL
AS RE0D
AS REDD
AS REDO
2/ VENT
1
A5 REQD
SSSS
1/ VENT
.._
2/ CORNER
AS RE00.
2.._
2/ 5KAIL.
AS RFQ0.
AS REDD.
-
--
FRAME HEAO/SILL/JAMB
VENT6063
GLAZING DEAD (LAM GLASS)
.. _..........
GLAZING RE(INSUI. 1.AM. CLASS)
AD LA
...
SNUBBER VENT FULL LENGTH
SNUBBER - FRAME, FULL LENGTH
SCREEN FRAME
FRAME AND VENT ASSEMBLY SCREWS11
BULB WEATHERSTRIPPING OUROMETFR 65
GLAZING UEAO BULB OUROM6TER 65
SSSS. _
4 OAR HINGE
MUI11 POINT LOCK SYSTEM
KEEPER
ROTO OPERATOR
...___. .._ __.. _ __ _.._._. _ _
FRAME/VEN1 CORNER KEY
FLUSII fRA76 ADAPTER
ANTI SAG SKATE, AT 4-1/2.` FROM EACII ENO
.. _SSSS
119 SOS SKATE SCREWS
119 SNS SNUBBER SCREWS
SETTING 131006, .1/16 X 3/4" X 4" LON0
GLASS SPACER - 1/8" 141G11
INSUI GLASS EDGE SPACER
6063.16
06
6063-16
6063-46
G063-16
6063-16
6063-46
SANTOPRENL
5ANTOPRI6E
ST STEEL
STEEL
/A9AK/SEL
... ___
T STEEL
6063-16
NYLON
EPOM
SILICONE
ST. STEEL
_ ..
._ _
-_SSSS...
WS 565
IJLTRAFAO
ULTRAF60
TRUTH INSTALLED 81111 (2) #10 X 5/8 SDS
._. ..
TRUTH
TRUTH ._ _ ........
TRRUTH, AT 12' FROM ENDS
_ _.._. ......
OPTIONAL
MA/DI PLASTICS . _.
IN PAIRS 2 APART MRS SPACED Al 7-3/4 0.1.
OUR061ETER 80±5 SHORE A
PRANK LOWE
CARDINAL XL
SEALANT:
ALL JOINTS AND FRAME. CONNECTIONS SEALED WITH
SCI-INEE--MOREHEAD SIA5504 SEAM SEALER.
PARIMETER CAULKING SICAFLEX 15LM ON EX1112108 ONLY.
LOCKS:
MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH'
AT EACH JAMB
LOCI< OPERATOR #24.33.X X.004 AI 8- 1/2" FROM 51L1_
FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS.
LOCI( BAR SECURED TO JAMB WITH LOCK GUIDES
#33489.00.0001 SPACED Al 12-3/4" O.C. MAX.
TACH GUIDE FASTENED WITH (2) #10 X 1" f' PH SMS
STAINLESS STEEL KEEPERS #31964.92 AT VENT
EACH FASTENED WI 11-1 (2) #10 X 5/8" P FH 5615
SEE CHART ON SHEET 1 FOR QUANTIIIES
HINGES:
4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH'
LOCAL ED AT TOP CORNERS
FASTENED WITH (3) #10 X 5/8".P PI SELF DRILLING SCREWS
•• ••• • • • • • ••
•
OPERATOR: • • • • •. • • • •
SINGLE: ARM ROTO OPERATOR A5 .13.11 117 ( ' 2UI' :•••
• •
LOCATED AT MIDSPAN OF FRA•.'f SIt.S • • • • • • • • •
FASTEIIED WITH (6) #10 X 1" P PH SM5
OPERATOR IRACK #30175 AT BOTTOM RAIZ.
FASTENED WITl (2) #10 X 1" P PH SMS
• ••• • ••• • •
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ANTI—SAG SKATES:• • • • • ••• • •
• • •• •
• •• •
•
NYLON ANTI—SAG SKATES•BY 'M&M WIASTIO6' • • • • • •
(2) AT BO TOM RAIL AT ft -91./2" A20M ENDS• • • • • •
EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS.
PRODUCT REVISBDD
as complying With the Florida
Building Code
Acccptmlca No
EX 145444 Dale
O O?
2c222./
Ity ,//.-i.
4ian ' 8de 10
Enyr: JAVA0 A11MA0
01991.
FLA. PEN 70592
C.A.N. 3538
JU
10
11
0'
n
D
Tx
I O
1 i
0
-3 I
W
(n l— • o
>- lir i8i
(n ft 87
tn
y 10 I'l N
IDoL'55
0
Z Ci 55
3 'w -
O _I
O l,l
W 04> t -
n
I' - U
I
-:i
'drawing n0.
W 1 1 08)
sheet 5 o( 6 )
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••• • • • ••• • •
•• ••• • •
•
• • •
• •
•
•• •••
• • • ••
•
•
•• • • • ••
FRAME CORNER
• ••• • ••• • •
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••• • • • ••• •
PRODUCT RUVISLU
complying %Nish the Florida
Building Cadc
..
ccepunmco No
liatlon ak �.C�/.! _ 202 /1
&Pr. GOo. :
By
.Ni
Engr: JAVAO AMMAN
CML
FLA. PE M r/r 592
CAN,
3 2015
0
0
z
0
y
I9.
- Iy
drowing no.
W 1 1 —08
sheet 6 o( 6
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MIAMI SHORES VILLAGE
:BUILDING, ZONING AND PLANING:
DEPARTMENT
WINDOWS AND DOOR PERMIT SUPLEMENT
Product Approval Schedule/Comparison Chart
Mark
No
Al
Size (inches) Type of unit
60" X 30" ! Fixed
60" X 56
A Al 1X4X56"
B...._ , 53"X48"
,%� 1.....,. 3,,...X22"
B -B1 1X4X53"
EXISTING
D -E
111 x 39
Horizontal Roller
Mullion
Fixed
Project Out
Mullion
Horizontal Roller
30" X 24" i Project Out
111"X 63" Horizontal Roller
72" X 36" : Horizontal Roller
22" X 32" Casement
22" X 43" Fixed
-J 1 X4 X 22
J . - 22" X 43"
N 22"X32"µ
LN 1 1 X4X22
M 111" X 39"
12 37"x80
112"X 80
5 F235" X 80
72" X 80"
60" x 32"
P
30 x 38
Mullion
Fixed
Casement
Mullion
T
Horizontal Roller
Outswing Door
Sliding Door
Sliding Door
Sliding Door
Fixed
i
Casement
Name
Model
RECEIVED
UL 5 2017
•
Notice o f Approved(psf) 0 p eon i 1i
/ Acceptance I D e s i g n De/igre •..s
Number Pressure Proy. •
(-)PSF
(+)PSF(+)P§E(.)� SI
15-0406.11 7-40.1 -53.6 75 '3g•••
15-0728.05 •Q
40.1 -53.6 70.-,7..
i 14-0529.16 40.1 -53.6 ;+'10.5.5 4
..«........:............... ........71
..........•-•».n..
•
15040611 /1401 53.6 74..7.5'• •••
15-0406.09 71-40.1:53.6 70 -70 •'' •
•
IOl ions,
•
•
spm•
••
•
14-:6529.140.1 -53.6 +- 120
15-0728.05 40.1 -53.6 70 -70
/15-046.09
15-0728 05 •/
15-0728.05 I/
15-0406.10'
15-0406.11 _..
14-0529.16 y/
15 0406.11
15-0406.10
14-052911_L)140 1 -53.6
15-072-8.05 ;1-46.1 53.6
!15:0603.13 40.1 -53.6
15-0413.05 ' 40.1 -53.6
15-0413.05 40.1 -53.6
40.1--53:,6 70 -70
40.1 -53.6 70 -70
40.1 -53.6 70 80
40.1 -53.6 . 70 -75
70 -75
+ - 120
70 -75
70 -75._...
+-120
70 -80
70 -75
80 -80
40 1 -53.6
40.1 -53.6
40 1 -53.6
40.1 -53.6
16-0303.01 ' i 40.1 -53.6
15-0715,10 40.1 -53.6 , 75 -80
80 -80
80 -80
15-040±1_23,/{40.1 -53.6 ; 70 -75
..'.••
•
•
• • • • • •
0000•
•
'•••••
•
••5 •
••$•
••••�
MIAMI SHORES VILLAGE
BUILDING, ZONING AND PLANING;
DEPARTMENT
WINDOWS AND DOOR PERMIT SUPLEMENT
Product Approval Schedule/Comparison^Chart
i -
Mark Size (inches)
No
Al
Type of unit
60" X 30" Fixed
60" X 56 Horizontal Roller
A -A 1 1X4X56"
B
B1
B -B1
D -E
H
Mullion
53" X 48" : Fixed
53" X 22"
Project Out
Mullion
1 X4X53"
EXISTING
111 x 39 Horizontal Roller
30" X 24" Project Out
111" X 63" I Horizontal Roller
72" X 36" t Horizontal Roller
1 22" X 32"
J 22" X 43"
1-J I 1 X4 X 22
22" X 43"
12
14
15
0
} Casement
Fixed
Mullion
Fixed ._._.
22" X 32" = Casement
1 X 4 X 22 Mullion
111' X 39"
37" x 80
112"X80
235" X 80
72"X 80
60" x 32"
30x38
Horizontal Roller
Outswing Door
,.
Sliding Door
Sliding Door
Sliding Door
Fixed
Casement
Name /
Model
Notice
Acceptance
Number
(N.O A)„
of
•••
V Y •
• • •
Approved(psf) '', •b p e n i n g,
Des i g n "' D Sign NAallions
Pressure t • Pure * span • • �',• •
•
(+)PSF(-)PSF (1-)Fi6F(-)PSF • • •
15-0406.11 40.1 -53.6 'IN f73 .' :•: •"%'
.. .,.. .. ...�,,,,,,,,q.,, • • .., .. • •. • • O. • •
15-0728.05 140.1 -53.6 ! ALL..7Q
• • • •} • •
-1•
40.1 -516 7A73 •. : 'I':
15-0406.091 40.1 -53.6 1 70 70
14-0529.16
5-0406.11
;,.40.1-53.6 +-105.6 • I •
14-0529.16 ! 40.1 -53.6 ' +- 120
(15-0728.651-5-
40.1 -53.6
-70
(15-0406.09- 40.1 -53.6 70 70
15-0728.05 - 40.1 -53.6 70 -70
15-0728.05 140 1 -53.6 ' 70 80
15-0406.10 /40.1 -53.6 70 -75
15-0406.1I) V 40.1. 53.6 ` 70 75
14-0529.1640.1 -53.6 + - 120
(Is-o4o6.I1J -53.6 70 75
15-0406.10 40.1 -53.6 170 -75
4-0529.16_7140.1 -53.6 +-120
5-0728.05 ./ 40.1 -53.6 70 -80
5-0603.13 40.1 -53.6 70 -75
15-0413.05 40.1 -53.6 80 -80
15-0413.05 40.1 -53.6 80 -80
16-0303.01 • 40.1 -53.6 80 -80
r15-0715.101 0715.10 ✓ 40.1 53.6 75 -80
t 15-0406.10 ✓ 40.1 53.6 j 70 -75
••