WS-14-2735Inspection Number: INSP-226618
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Permit Number: WS -12-14-2735
Scheduled Inspection Date: February 18, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez, Jorge Inspection Type: Final
Owner: LYTLE, JAMES & JOYCE Work Classification: Window/Door Replacement
Job Address: 429 NE 101 Street
Miami Shores, FL 33138-3163
Project: <NONE>
Contractor: ARQBUILT INC
3uming uepartment %,omments
11 WINDOWS AND 2 DOORS
Phone Number (305)546-2376
Parcel Number 1132060170640
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-225200.
Failed
Correction ❑
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid
Phone: (305)982-8351
February 18, 2015 For Inspections please call: (305)762-4949 Page 23 of 52
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-228251 Permit Number: WS -12-14-2735
Scheduled Inspection Date: February 17, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez, Jorge
Inspection Type: Window Door Attachment
Owner: LYTLE, JAMES & JOYCE Work Classification: Window/Door Replacement
Job Address: 429 NE 101 Street
Miami Shores, FL 33138-3163
Project: <NONE>
Phone Number (305)546-2376
Parcel Number 1132060170640
Contractor: ARQBUILT INC Phone: (305)982-8351
comments
11 WINDOWS AND 2 DOORS
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-225884. CREATED AS
REINSPECTION FOR INSP-225799. CREATED AS REINSPECTION FOR
INSP-225199. EXCEPT REAR DOORS
Not ready
Failed ❑ Lower southh window gap > 1/4
Missing windows and doors
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid
February 13, 2015 For Inspections please call: (305)762-4949 Page 24 of 30
0
J EDUARDO GONZALEZ P.E., INC
STRUCTURAL ENGINEERS
717 Ponce de Leon Blvd. Suite 210
Coral Gables. Florida 33134
Tel. (305) 445-5100 Fox (305) 445-6644
February 9, 2015
Miami Shores Village
Building Department
10050 N.E. 2nd Avenue
Miami Shores, Fl. 33138
Re: Anchors edge distance
James & Joyce Lytle
429 NE 101 Street
Miami Shores, Florida
To whom it may concern:
Please be advice that in order to compensate for the % 0. Tapcon edge
distance of 2 1/2" to 2 1/8" we added one additional anchor between the
spacing shown on the NOA 12-0402-03.
S i n c e re l y, W p,,,®m>dm`,.
;1���,�00 G0� a
ENV* ?�A
a"
YJ . Ra
J. EAAuardo Gonzalez, PA
Roi�;ratiort fA%- @E 2T
EB' z
1V 000KW101. --' I a$
\
`�s/ONAL��,�@''
d
Building Department
10050 N.E2nd Avenue, Miami Shores, Florida 33M
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PRONE NUMBER: (30S) 762-4949
F-IBUILDING ❑ ELECTRIC ❑ ROOFING
F-JPLUMBING M MECHANICAL E]PUBUC WORKS
i
DE 2��4
I
FBC 20 (0
Master Permit N®.jfq S e
B
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 4 qq �j � 101 `-" ' ° Gj -
Folio/Parcel#: fs the Building Historically Designated: Yes NO
Occupancy Type: Load:
OWNER: Name (Fee Simple rrdehol
Addraee- 4D-9 -9 E
City:
Construction Type: Flood Zone: BFE: FFE:
10') �cc _ __Phone#:
State: R— Zp:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTO • CoMpany Name:
Address: ry c—
City: a-t-�
Z
o c'
T L•
Qualifier Name: `�-�� ��.� ��. �'�. �'`c�'-tti v�- I„u„tm.
State Certification or Registration #: J rJ 2, Certificate of Competency #: _
DESIGNER: Architect/Engineer:
Phone#:
5
.Value of W ork for this Permit:
}a Type of Work: ❑
y, Description of Work:
State Trp:
year Footage of Work. CD
Specify color of color thru tile.-
Submittal
ile.Submittal Fee $ t_ Permit Fee $ QC_) CCE $ CO/CC $
Scanning Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
DBPR $
Notary $
Double Fee $
Structural Reviews $ Bond $ _
TOTAL FEE NOW DUE $ °
(Revised02/24/2014)
rte.,
Bonding Company's Name (if applicable)
Bonding Company's Address
M
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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
YOUiS 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 f the notice of commencement and construction lien law brochure will be delivered to the person
IV i
wkose property is subject to attach e L Also, a certified copy of the recorded notice of commencement must be posted of the job site
,for inspection which occ ven (7) days after the building permit is issued. in the absence of such posted notice, the
insnectt 1 not be awtvved an a pec - n fee will be charged.
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day of .20 ,� .by
p�who is personally known to
T
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal: t Y ESTELA TAMAYO
NOTARY PUBLIC
o _ STATE OF FLORIDA
•- _- Comm# EE144213
as
Signature na')
i
CONTRACTOR
The foregoing instrument was acknowledged before me this
— day of�4 •20 _ �_. by
l � L o is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
ESTELA TAMAYO
Seat: c� NOTARY PUBLIC
_ STATE OF FLORIDA
._ Comm# EE144213
APPROVED BY �—I 1?/ Plans Examiner Zoning
(Revised02%24/2014)
Structural Review Clerk
a� A"m PAMWIM
CERTIFICATE OF LIABILITY INSURANCEI l7jl&t4
THIS CERTIFICATE IS ISSUED AS A MATTER. OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS
1 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BYTHEPOLICIES
BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(Sh AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
WORTANT: If the cerfillmils hokler IS Sri ADDITIONAL INSURED, the pofty0*4 must be mbmg& If SUBROGATION IS WANED, wAled to
the tormsent! cmuNom of the policy, cortodn policies may require an mufarsemost A stateowd on this cWtftdD dM ad cc"* ftft W *8
cw#rvcaw harder In flou of Saab
PRODUCER MARTA ALONSO
Florida Bankers Insure= "PHONE
2664493- _(306
)Z
7278 SW 8 Street EASAIL 'nsuranomcorn
Miaml, FL 33144
Phone 05)266-6493 Fox- (315)262-N79
POURED INSURER J1,a ESSEX INSURANCE COMPANY
AROBUILT INC
8950 SW 74 COURT MOURElt C
SUITE# 1605
MIAMI, FLORIDA 33156
COVERAGES CERTIFICATE NIJMBM- REVISION NUMBER:*
THIS IS TAD CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ASM FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TOWHICH THIS
CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DMRfBt*I45Rft IS SUBJECT TO ALLTHE TOM,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. umrrs SHOWN MAY HAVE BEEN REDUCED BY PAID CLAM.
A'SOB
ATYPE OFLINSURANCE Ulm
LES
GENERALUABILITY &ACHOCCURAIRM 3
COVAMRCEAL GENERALUnkay
n C] CLMWAME W OCCUR MED EXP.W
A 3ORS047 12/17/2014 lzljffzul* .. w come,
y y PERSONAL & ADV MW $
GENERAL AGGREGATE 5 2,(
GEKL AGGREGATE LMT APPLIES PER. PRODUCTS -COW M S
LOC OC I $
AUMOBU LIASILITY CMINED SINGLE LNIT
(EeZimt)
n ANY AUTO I yI BODILY IN AM (Per pm" S
ALL OWNED AMS BODILY MAW 0"or
E3 sciK- DULED AUTOII 19
HIRED AUTOS
$
NO"WNEDAUTOS
EACH OCCURRENCE
UMBRELL&LtAI3 R OCCUR
0 EXCESSUAS El AGGREGATE
cj mu"ME $
RETENMN
AND EMPLOYERS' LL401UTY
ft
ANY PROPRIETORMARTkEROMCUTIVE Y IEL EACH ACCIDENT
OFFICERMENISER EXCLUDED? EXCLUDED?
4Moad"y In NN) EL DISEASE - EA IR�KOYEj S
i i
ELOISEASE -POLICY Lwr; III
_RW ION_0Fd_0PERATIONSbWw
-iiiC1U."IOiOFOPERATIONS tLOC nONSIVBCLU~ACORDtat, A*MtMWRMWMSdmftt%ttaWO
CGC LICENSE * 15116312
CERTIFICATE HOLDER
CITY of MIAMI SHORES
BUILDING DEPARTMENT
10050 N.E. 2nd AVENUE
MIAMI SHORES, FL L 3313"
ACORD 25 (2009109) OF
I
DEu 5 2014
MIAMN Eco
_-:_ --
• - PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SN 26 Skeet, Room 248
BOARD AND CODE ADMINISTRATION DIViMION T(786)315-2590 F(786)3152599
NOTICE OF ACCEPTANCE (NOA,rmlamiaade.¢av�eeoreomv
Eco Window Systems, LLC
9114 NW 106 Street
Medley, FL 33178
scum
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 duality assurance purposes. N 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 200" Aluminum Horizontal Rolling Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling
Wdw. (L.M.i.)" sheets 1 through 7 of 7, dated 02/24!09, with revision D dated 02/12/14, 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 date by the Miami -Dade
County Product Control Section.
Mnsmx 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 fallowing statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been tiled 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 tyre 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 in advertising literature. N 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# 13-0206.03 and consists of this page I and evidence pages E-1, E-2
and E-3, as well as approval document mentioned alcove.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.14-0317.01
Expiration Date: May 27, 2019
Approval Date: April 10, 2014
Y414,11 Page 1
li eo Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
I. Manufacturer's die drawings and sections.
2. Drawing No W09-08, titled `Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.I.)",
sheets 1 through 6 of 6, dated 02112/09, with revision C dated 02106/14, prepared by
Al Farooq Corporation, signed and sealed by Javad 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
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with markets -up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E.
2. 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) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
along with marked up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted underNOA#09-0312,08)
3. Test reports on: l) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
ReportNo. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09-0312.08)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
along with marked up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Subudtted under NOA#09-0312.08)
`WWAZ
Ma a4TOra, P E.
Prodaet Cont xa nor
NOA No.1 17.01
Expiration Date: May 27, 2019
Approval Date: April 10, 2014
E-1
Eco Window Svs�, LLC.
NOTICE OF ACCEPTANCE: EVIDENC + SUBNIITTED
B. TESTS (cON mim)
S. Test reports on: l) 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) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09 0322.08)
6. Test reports on: l) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submilled underNOA#09-03.12.08)
7. Test reports on: l) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09 03.12.08)
8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Subadded underNOA#09-03X2.08)
9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20.1-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with -marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09 0312.08)
Man ere P.E.
Product Cont AF -miner
NOANo.17.01
Expiration Date: May 27, 2019
Approval Date: April 10, 2014
E-2
Eco window systems. LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC2010,
dated 02/24/14, prepared by Al-Farooq Corporation, 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)
E. MATERIAL CERTIFICATIONS
I. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. .
for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas* Interlayer" dated 08/25/11, expiring on 01/14/17.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 2010, and of no financial
interest, February 24, 2014, signed and sealed by Javad Ahmad, P.E.
2. Proposal issued by the Product Control Section, dated 03t25/13, signed by Jaime
Gascon, P.E., Chief, Product Control Section.
G. OTHER
1. Notice of Acceptance No. 13-0206.03, issued to Eco Window Systems, LLC for their
Series "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I.", approved
on 05/02/13 and expiring on 05127/14.
Manuel Pe E.
Product Control xam er
NOA No. 1 7.01
Expiration Date: May 27, 2019
Approval Date: April 10, 2014
E-3
FZF;1.ff71,
I"
/ 31 1/4" 132
3/x"
ISMO O.L OLSi OA. OPO. gg {+S(p a-
�
%Uff Y30H VLM WORH
Rco-cuARn ssR�s-�D
ATTL PON HORMONTAL ROMMO WINDOW
ITHM TD18101YS AM RA,eo FOR LAIZDE 11 SMAL WISILE W110,
SHUnM AIM BOT FWARFD.
"W STFOM am
AW mmumm
BUfAOOE PC By Uwaw
r1/8' HEAT STRFLPO. (LASS
rOOW OOR MiO M
)W STAEN'O. %M
AW 006KAM
SLpOYGLAS BY'dA'OHI'
1-1/8" NW.1— GLASS
row COMMS 894
W09-12
AreGL
DOW LOAD RATNOS FOR TH M T NDM TO BE AS PER
CHARM SHORN ON SMETS 2
APPROV& AFPLBS TO MOM LOM OR WE BY WE
OMMM1 E OF H.R.A SL ORTRIO HWaWAL MM H M
TMMDOV TYM N OF M OR W> WHO
TO OUAINY MR MALL M19SLLE WALT RAM
MMM aw mm P"FN D 16A1mT s N ETwm
MUM PLY OF OLM TYPE W MUSE UE TEIIPERM
LOM DESM PFIEMW FM WIDOWS OR M LM AAPS.
ML APP17 m MGM SYSTEM.
-1/8" IMAT SOMN'O. GLASS
PAOOILi IB3 BEER OSev® APPo TESIm ID COMPLY YAM AM
. OO6E OA4110QRi NOfI YEt.00RY
SEL.-
S/1M" AW DACE
:M
GLASS _
GG S Wf O�IOIST GE WIDOW Y TO 7RNtM
AW nuffaim TAaOHT
ANDOWtS WW.L BE AS USMD, SPACED AS SWO ON EOWB� AJLHM
t? if W BASE MATERNA. $KAM E BEMM WALL OR SIIOM
STABfri O Ass
APING OR UMGGgTf WOMM MDT OWN O TRFBE ETAIIS ARE
NOT PART La UFS APPROWL-
M
A LOAD CLLM1 M Dip m 6 USED IN DFSRNR OF A NFD WOOD ORLY.
a
„
39a
i
MATFRUBS OBL1!®NO
BUT RDI' 11WTFD Io SIE AL SGL ,RMT
TE
J@
DOM DBO M OF
tffi0113M1IIHTS OF THE
E FI oBMR D sHAI. LffE!'
FlAPoOYI >.4CIGLN 7W3.8.0.
m&O�D�OOM
FROMAN
�1No�m
�0 14
XL Sm n am AT NSU.
a class 2KPS 'C' Lam LED
cum a=
LAM. GLASS
Z '!0m
//
f pl:
L' a LL
W09-12
AreGL
A m NM OF ANQWRS PER WO & SSL
( ) IO. OF ANODM PER JAI®
LUT AND RIMtt VMS TO BE OF ED11fA MASS DLO WDDis
7(0 OR OX'
LOAD caracns - PSF (86 as OR IS SM)
tr
emu
um »
WHOM DO.
um Rm f
A
OId89'7ted a" ?Vm
A• Y
81O 4) 98' - lEL(+ DD( --44)W4-)
®dee tab
01Moms
am "m
» BM
A
WA aR - -44)-4-)-4+)-4-
%MR
1O=
20-1
80.0
4
T6A
80.0
sm
WA
788
80.0
37'
29'
4
70.0
860
86.8
9A
780
e0A
03-1%8'
(3I
6
?0.0
9.0
660
900
704
860
a
704
BOA
WA
904
704
80.0
74•
OU
MA
28-1/2•
BOA
me
4
704
880
me
MA
704
BOA
3r
30-3/8•
4
780
9.0
804
940
70A
em
6T -1/r
(3)
8
78A
BOA
SOO
SOA
760
94
7C
aP
8
740
80A
BOA
SM
70A
BOA
26-1/2'
8P
4
700
BOA
WA I
OU i
70A 1
80A
37'
60-8/8"
4
740
868
SM
9PA
1 70.0 1
BOA
8J -1/B•
(4)
8
70A
840
SMA
860
I 7DA
p.0
8
m0
a
WA
BOD
7"
WA
7r
a4'
28-1/r
BP
4
7QA
066
80.0
9A
766
MA
3Y
(�
4
689
77A
60A
90A
70A
SDA
8
RB
760
9
90.0
780
WA
83-1/B'
78A
7C
ae•
8
70A
A.9864
RE-
6M
MO
WA
24•
89'
4
70A
BDA
60A
060
704
WA
4
70A
e0.0
12
S60
740
9.0
36'
XO
9
700
aDA
8
80.0
7m
e66
4P
m0
a
740
860
80
9A
l0A
WA
s6'
eC
?r
aP
a
766
9A
SBA
0.0
m0
80.0
aP
I08'
4740
19
840
640
9.0
700
80.0
3P
Mr
4
0
7"
me
90.0
SOA
me
9A
9A ,
9.0
7DA
70.0
a"
WA
4P
8
760
860
BBA
SDA
740
860
60'
7r
8
74080.0
860
940
MOA
9A
24r
4
70A
9A
9A
1"
7"
80.0
3P
4
78A
60.0
W9
GOA
740
80A
48'
�
8
70A
860
a"
1"
1"
60.0
or
8
780
WA
660
960
7m
a"
7r
a
7DA
9a9
9.0
oao
79n
WA
2P
4
70.0
9A
BOA
940
70A
W.O
4
8
704
740
BOA
70A
9.0
9.0
W.0
94
760
76A
94
WA
3P
4r
a
760
70A
9A
860
MO
SMA
W
7r
a
70.0
704
aDA
87A
7oA
W4
A m NM OF ANQWRS PER WO & SSL
( ) IO. OF ANODM PER JAI®
LUT AND RIMtt VMS TO BE OF ED11fA MASS DLO WDDis
7(0 OR OX'
A - N6 aF ANCHORS PER HEAD &Sill.
( ) - 1D. OFA 040 PER JAMB
OJIMM VM TO HE 1/3 OF THE MUM MM
7(0X'
MOM IMP CVAlCM - Par (M ROOM
W/o now.
we 9M.
WHOM DO.
um Rm f
A
OId89'7ted a" ?Vm
A• Y
81O 4) 98' - lEL(+ DD( --44)W4-)
am Tom
t7
106-11'r
(3)1P
ROOM im
A
me
9A
9A
780
80.0
m 80A 800 90.0 70A
80A
12
7"
860
a"
BOA
700
860
111'
9
7C
�aPo.
9
760
BDA
9A
MA
760
am
108-1/4'
111'
G"
12
12
7"
70A
804
460
BOLO
SOO
9A
960
700
760
W9
060
7C�„
108-1/4'
717•
(4)
9
12
70.0
7"
OU
MA
860
BOA
BOA
me
70.0
70A
860
SDA
12 m0 WA W.0 9A 1 742 1
80.0
7C
108-t/C
711'
or
8
70A 1
700
80A
BOA
704 1
860
12 960 TOA �.11 62A T60
8O0
12 79.0 70A 40.0 W.4 760
me
7r
9
70.0
BDA
94
9A
760
800
aP
2P
B
70.0
860
BOA
940
TOA
BOA
8P
0)
12
TOA
BOA
Bao
00.0
"A
BOA
10B•
sY
I2
70A
am
840
BOA
704
MA
7r
9
760
840
80A
=0
740
9A
9
70A
WA
WA
90A
70A
MA
a4'
36•
BP
(3)
12
70A
80.0
860
960
70.0
WA
f06'
12
m0
60A
860
960
760
WA
7r
9
70A
WA
MO
9.0
78A
9.0
ae•
471'
9
70A
BOA
6M
90A
70A
WA
89'
(4)
12
70.0
60A
a"
9.O
70A
MO
for
12
MO
940
XO
800
7r
8
70.0
am
940
m0
MA
B
me
9
tmo=
eo.9
70.0
94
eC
W
aP
(0)
12
7041
MA
99
79A
WA
I08'
80'
19
70A
7oA
-
769
9.0
A - N6 aF ANCHORS PER HEAD &Sill.
( ) - 1D. OFA 040 PER JAMB
OJIMM VM TO HE 1/3 OF THE MUM MM
7(0X'
ALL EXTERIOR(+) LOAN SHOWN ON THIS SHEET ARE
FOR WINDOWS WITH ADO -ON RISER AT FRAME SILL
FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF
SEE SHEET 4 FOR DETAIL
A - ND. OF ANCHM PER HEAD & SttL
() - NM OF ANCHORS PER J111W
(1/48) (//2e) (1/48)
141 A§
OPFAAING mils 10 BE 1/4 OF THE 1DNOOW MM
Gl' = CAPACITIES ON TKS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. VM)
ATO? FIMA MM.D= OC%DQSSM
DMLVATORI' STMEMENT OCs10D-OEC-219
WOS-12
Dl l LOAD WNW - w ON am)
tee
au
i�E
el tae
ROOM im
A
A++&E
-1 m
tMir
Elf + W(-)
74•
ss•
9
704
a"
60A I
9A
no
a"
12
IU
11"
me I
G"
Ino
S"
fab -1/C
m
till
12
70A
WA
90.0 1
9A
70.0
Sao
74•
3s
a
740
a"
90.0
70A
99A
106-I/C
w
(3)
12
-
-
969
969
ma
90A
111•
12
no
So
7DA
9A
s:o
o
"A
860
900
9A
704
a"
(4)
7C
sY
0
7"
ma
am
a"
7"
a"
7Y
9
70A
LOA
SOO
960
70A
90.9
Be
IP
9
740
04
80.0
860
7ka
BOA
9P
(2)
t2
769
900
9A
WO
760
80A
tog'
12
Mo
80A
890
SO4
70A
MA
72'
9
70A
WA
860
980
70A
80.9
8P
30r
9
7"
80.0
a"
9"
Tan
MA
9P
(3)
12
7"
60A
a"
94
79A
80.0
or
a"
on
79A
=A
7r
9
MA
am
860
9A
7"
WA
9P
49
9
7U
70A
MA
960
700
W.0
9B'
12
MO
MA
90A
960
79A
MO
7r
80'
9
1"
7oA
9"
869
760
MA
ALL EXTERIOR(+) LOAN SHOWN ON THIS SHEET ARE
FOR WINDOWS WITH ADO -ON RISER AT FRAME SILL
FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF
SEE SHEET 4 FOR DETAIL
A - ND. OF ANCHM PER HEAD & SttL
() - NM OF ANCHORS PER J111W
(1/48) (//2e) (1/48)
141 A§
OPFAAING mils 10 BE 1/4 OF THE 1DNOOW MM
Gl' = CAPACITIES ON TKS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. VM)
ATO? FIMA MM.D= OC%DQSSM
DMLVATORI' STMEMENT OCs10D-OEC-219
WOS-12
WEEMOLFSO
101 - 3/B' X 2-01/4' F1IFEPPFiWES AT EACH EMD
ANo 37' .C. MAX
ALL imm AM FRN$ CORRECTIONS SEMM wmt
im SEALER.
kmOD BUCKS ANO METAL STAtiE POOT BY ECO iTOW.
YUSf 91SfAW LOkO$ OiPO5E0 8Y OIRZWO SYSTEM
AND 1RANSiR TI1EY TO THE BIIILOWO SIRUCNRE.
TYPICAL ANCHM, SFE E11Y. FOR SPAC06
/4• 0&%N= HY_"If Ob.120I M, h"W 160
,If4' WL (OMM IN ILW &-I" IM %'105 IM
WTO 2W WOW BUCKS oR TA' o snwnm
1-1/2' Im pmTR mm mm wm
710A1 18Y Buns WO two. OR MAMW
1-1/4' MW. EMBm WTO WNC. OR MASONRY
CmEmY INTO cm OR MASONRY
1-1/e MW. 8= WTO WC. OR MNVW
134 cuc OR SELEp(�1W3 ROW ( 2 MO
NO METAL SnWCfURES -- )
TEEL W CONTACT lflTti UAMW TO BE
ALWMIM'�/8' TZ WAK (SOS3-TS 11W.)
(SPIATEO OR FAMEO)
,414 SM9 flR SELF DRUM SCHIN (WW 2 00
INTO WOO-QEOE CWW APPROM MRLmS (Mft 7M - 1/87
(No Sia SPACE)
WTo CONCRETE AND MASOtdtiY
a 2-1/2' MOi.
Wro TRIOD SfRUCIlOtE - i•
INTO METAL S(RIICRWE - 3/4' MAL
coma a MUL SW. OR AMW3 ro -.3000 PS VOL
C -SB "m1Ai/FW80 SIOCR AT OM Am - 1000 PSI MW.
4 4f
E1A��t_20622 reoompisieg 9ev86 llod� � � � SII
W09 -t2
TVRM AMR=
Ift sp"=
rtam momm
sm UEV.
FOR SPAOM
r
t
� j
j
--SCFM
HX 1APPI
wr
vim
sm ow 2 me MAW" mw
SM CM FOR SPAM
X0
1W
114. wx
vw wm
D.L OM
TVMFL AuC*M
wm
Uff
smm
A$ OM
MXTEPJOR
WNW vow SM OW 2 FOR QWAWY
sm SON= MR
TVPM AMMIM
ME aw. FM WNW
i!f
��.�
Mt.
H
n
a
k e g
z�
b
LLL r �
k 4
uoon000000a0000ao
|||■
VAM
RMP
■ |
§ $
_ __ _
&� s
■
| � ■
A
\
AA
|
!
,
; `
||pill
■,
|
.
,
fill
•;,
_ �mmoomwa
—
|\
||X.
f
W09-2
_ _ m
MIAMMA�E i4IIAMI-DADE COUNTY
+ PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES MR) 11805 SSV 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamida4Lgov/economy,
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 100" Aluminum Single Hung Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco -Guard Series -100 Alum. S.H. Wdw.
sheets 1 through 6 of 6, dated 02/12/09, with revision C dated 02/06/14, 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 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 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 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 shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA# 13-0206.04 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.
rue►rtiao a courvrtr NOA No. 14-0317.02
+,� ,6 Expiration Date: April 08, 2019
Approval Date: April 10, 2014
0-4114. Page 1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W09-08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.I.)",
sheets 1 through 6 of 6, dated 02/12/09, with revision C dated 02/06/14, prepared by
AI-Farooq Corporation, signed and sealed by Javad 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
4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked—up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL 7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E.
2. 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with installation diagram of a 106-1/2" wide x 76" high ECO -Guard Series 100
aluminum single hung window, prepared by Hurricane Engineering & Testing Inc.
Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candida F.
Font, P.E.
(Submitted under NOA#09-0224.07)
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with installation diagram of a 106-1/2" wide x 76" high ECO -Guard Series 100
aluminum single hung window, prepared by Hurricane Engineering & Testing Inc.
Test Report No. HETI-08-2166C, dated 12/ 15109, signed and sealed by Candido F.
Font, P.E.
(Submitted under NOA#09-4224.47)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with installation diagram of a 53-1/4" wide x 76" high ECO -Guard Series 100
aluminum single hung window, prepared by Hurricane Engineering & Testing Inc.
Test Report No. HETI-08 2168, dated 12/15/09, signed and sealed by Candida F.
Font, P.E.
(Submitted under NOA#09-0224.07) ,
X.
Product Co rol Exa incr
NOA No.14- 17.02
Expiration Date: April 08, 2019
Approval Date: April 10, 2014
E-1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (cowi NuED)
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with installation diagram of a 53-1/4" wide x 76-1/4" high ECO -Guard Series
100 aluminum single hung window, prepared by Hurricane Engineering & Testing
Inc. Test Report No. HETI-08-2170, dated 12/15/09, signed and sealed by Candido F.
Font, P.E.
(Submitted under NOA#09-0224.07)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 02/24/14, prepared by Al-Farooq Corporation, 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)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 134129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 2010, and of no financial
interest, February 24, 2014, signed and sealed by Javad Ahmad, P.E.
2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime
Gascon, P.E., Chief, Product Control Section.
G. OTHER
1. Notice of Acceptance No. 13-0206.04, issued to Eco Window Systems, LLC for their
Series "Eco -Guard 100" Aluminum Single Hung Window — L.M.I.", approved on
05/02/13 and expiring on 04/08/14.
Manuel P.E.
Product Controf Exsh
finer
NOA N6,IJ4317.02
Expiration Date: April 08, 2019
Approval Date: April 10, 2014
E-2
WINDOW WIDTH- WINDOW Wm T
47 3/8• 47 3/e' 0
D.L.O. (FOL LIM D.LO. (flX UTE) �.
8' MAX 12' MAX. m B' MA)L 17' MAX 1j
ICORNERS A HEM I @y Gyi A i 2t�
i' O i4t
SWEEP LATCHES D tl II -
-- N' t1-1
2 a 1 FROM TYR
�
�I II II � EI Zv
E5 I 11
1' C ' Q I li C
FALSE NOMNS NO ANCHOM AT SILL FALSE MNTNS NO ANCRORS 0.T SILL �yq/
(SURFACE APIM.[EO 47 3/8' tSURi OPTMNALL 47 31W -" C $�
OPTIONALS
-- O.LO. (VENN O.LO. KNE) Z
50 3/18' SPC CQADLAR3h5 W 7' FROM ENDS 80 3/18' V W v
VENT WiNH gqEEP U GAS VENT WIDTH L 41 m F
ECO—GUARD SERIES-100 EQUAL LIES TMP' UNEQUAL LITES (ORIEL EYP.,
ALUMINUM SINGLE HUNG WIND09
TVMCAI. ELEVATIONS
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TESTED UNOS
CHARTS SHOVN ON SHEETS 2.
APPROVAL APPLES TO SINGLE UNITS OR SIDE BY SIDE c =
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER
WINDOW TYPES IN NODULES OF TWO OR MORE WINDOWS USING
MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MIALION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
o oa',3yt
THIS PRODUCT HAS am DESIGNED AND TESTED TO COMPLY WITH THE E a n
REQUIREMENTS OF THE FLORDA KM= CODE INCLUDING HbBH VELOCITY
HURRICANE ZONE (mm.
WOOD MILKS BY OTHERS. MUST BE ANCH(M PRO ERIN' TO TRANSFERLOADS TO THE STRUCTURE 'q
mm
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS THESE WINUW'S ARE RATED FOR LARGE &SMALL MISSILE IMPACT. tlNlty(m ppp� i
EMBEDMENT TO DOSE MATEPoAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. _ y�FL%aPEE, /3 7Ou8,sa dinSCoOo
ANCHORING OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE tvHlt { 1 4
NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. S MoBAeY dr0.rinS no.
MATERIAM NCLUONG BUT % L/0m6fPoL sC&tl8, THAT W09-08COME INTO CONTACT W
SHALL. MEET THE
REQUIREMENTS OF THE FLORIDA MUM CODE SECTION 200384. - sheet of B
EQUAL LITES WINDOWS
DESIGN LOAD CAPACITY - PSF
OLABS TYPES
FLANGE DOLS.
W. 'E' & 'C'
NWTH
HOW
EM.(.) TNT.(-)
IB -1/e•_
DON 899
75.0 900
24•
W4+) INT.(-)
75.0 90.0
29-1/2•2jr
32•
37'
(3)
75.0 BOA
7&0 90.0
78A
40•
o0A
73.0 90A
49•
90.0 75.0
7&0 90A
33-I/e•
80.0
7&0 BOA
19-1/e'
7&0 90A 1"
79.0 904
24'
90A
]8A 900
29-I/2•
7.
75.0 90.0
3Y
38-3/9•
7" 90.0_.
3Y
(3)
7&0 o0A
40•
90.0
]80 90.0
79A 90.0
48•
80A
8&a
904
53-1/8•
79•
(8)
75.0 90.0
19-1/8'
7"
7&0 900
24•
80A
78A 90.0
29-1/2•
75A 90A no
7&0 9o.D
32'
W -5/S•
]49 WA
3Y
(4)
78A 90.0
40•
80.0
7&0 90.0
49•
]60 90A
53-I/5•
7&0 90.0
10-I/9•
78.0 90.0
26•
75.0 9"
750 90.a
29-1/2'
A•
6Y
75.0 90.0
1.
(5)
_ _
784 90.0
401
784 90A
75A 90.0
48•
53-1/S•
79A e0A
19-1/8•
79A 9CA
24•
7&0 900
29-1/2'
]bA 9&0
jr
80.0
7&0 90A
3Y
(8J
40•
]3.0 904
08'
T3.0 90A
33-1/8'
78A 90.0
NOTE;
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. OUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT OCA05-DEC-219
EQUAL LITES
1/8• HEAT SMDM MASS
ABO• INIEWAYER
UNEQUAL Ln%S WINDOWS
BUTACIIE P48 By 'DUPONf
DEMGN LOAD CAPACITY - PSP
1/6• HEAT SIREN'D. CUSS
FLANGE DIMB.
SLABS
SUCCNE
t
MPI
DON 899
ro 16
a
I41{-)
W4+) INT.(-)
6
• .BCL, ca.,
xl
TyP�'?'
UNEQUAL Ln%S WINDOWS
DEMGN LOAD CAPACITY - PSP
FLANGE DIMB.
SLABS
TYPE
A'
GLASS TYPES
E' & 'C'
MPI
HEIGHT
W.(+)
I41{-)
W4+) INT.(-)
19-I/8'
24•
W-1/2•
32•
S7•
40'
48•
W-1/8'
SO-s/a•
(4)
7"
SOA
7"
o0A
75A80.0 ]&0
Mo BOA 7"
80.0
804
90.0 75.0
90.0
_7S0
75A 80.0 78.0
80.0
7&0 900 73.0
90A
7&0 90A 1"
20.0
M5a BOA 7&0
90A
19-1/a•
24•
28-1/2'
3Y
37•
b'
48•1&0.
33-1/8•
or7&0
(5)
7.
80.0
7&0
80.0
75A 90.0 754
90.0
mo 9" 7"
90.0
904 I"
90.0
7&0 90.0 78A
80.0
78.0 80.0 7&0
_ _-- 75A
80A
8&a
904
IS -1/8'
24'
26-1/2•
32'
37'
40•
48•
53-//8•
79•
(8)
754
BOA
7"
80.0
78A 80.0 7"
80A
78.0 BOA 73A
o00
75A 90A no
90A
- - 780
90A
_
- - 7&0
80.0
7&0
804
73A
80.0
3/IB• f¢AT SIREN. OUSE
A90' WTERIAYER
UNEQUAL LITES (ORIEL TYPE)
TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPE 'C' MUST 9E TEMPERED.
1/e HEAT SIREN'D. GLASS
5/10• AW SPACE
I/8• WAT SIREN'D. MASS
.080• XrERLAYER
BUTACTE PVa BY WAMr
r
p 1/8' HEAT SINEN'M GIlSS
F &+ salooNE
y $ am 868
9 21
is 3
m SERaC BLOM AT MUM IAM. MASS
N07CN MAma BEAD LEO
TO CLEAR SLOW
ExlR: GY&A� PROD=REYLSED
as 21 41n PEis92 aavcftcHL154Rm1dA
CAA. A4Wp7BOpSPACER
p
Ka XL
Eg7faB9DDffip �f4
'. STEEL GLASS TYPE.
Orae DD o.
W09-08
_ 1 1
UNEQUAL LITES (ORIEL TYPE)
TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPE 'C' MUST 9E TEMPERED.
1/e HEAT SIREN'D. GLASS
5/10• AW SPACE
I/8• WAT SIREN'D. MASS
.080• XrERLAYER
BUTACTE PVa BY WAMr
r
p 1/8' HEAT SINEN'M GIlSS
F &+ salooNE
y $ am 868
9 21
is 3
m SERaC BLOM AT MUM IAM. MASS
N07CN MAma BEAD LEO
TO CLEAR SLOW
ExlR: GY&A� PROD=REYLSED
as 21 41n PEis92 aavcftcHL154Rm1dA
CAA. A4Wp7BOpSPACER
p
Ka XL
Eg7faB9DDffip �f4
'. STEEL GLASS TYPE.
Orae DD o.
W09-08
oc
Irff;a' = j
i
d
a
p
SEE
SEE
'WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW.'
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE
TYPICAL ANCHORS: sEE a-. FOR sr+acwa
,14° DIA. TAPCON BY 'DYW (Fw120 KSI. PP -92 KM
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2° MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONIC. OR MASONRY
1-1/4- MIN. EMBED INTO CONIC, OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/2' MIN. EMBED INTO CONC. OR MASONRY
990%=
/4° DM7- TdtS OR SELF DRILLING SCREWS (GRADE s CRSS)
INTO METAL STRUCTURES
STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.
ALUMINUM : 1/8` THY. MIL (8063-T5 MIN.
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
,eta SMS OR SELF DRILLING SCREWS (WAM 2 CRS)
IMO MWMI_pgpE COUNTY APPROVED MULLIONS (MIN. THK. _ .080'
(NO SHIM SPACE)
1WIM�nWANCE
WTO CONCRETE AND MASONRY m 2-1/2° MIN.
INTO
WOOD STRUCTURE 1° MIN.
INTO METAL STRUCTURE = 3/4' MW.
CONCRETE V. a 311 PSI MW.
MASONRY Wm m 2000 PSI MIN.
LWjWRjl
SEALANT: _..,'Pv�U: I�, amauelcaoao drawing Rro.
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
JOINT SEALER.
SFreat 3GT 8
ITPA1 O
PARD 0
nom DISCMMON
NA'MM
nw./BUPPL®/80188W
I
FY101
1 FRAME NERD
6087-T8
a
NII5
..—
1 FRAME SILL
5083-18
3
FY181
2 FRAME JANE
8083-M
4
fYi04
1 MO MTO. RAIL
S
e
7
MOS
N114
FY107
VENT TOP ROLL
I mff BOTTOM RNL
2 YFM SME RAO.
6063-76
4085 -TB
8063 -Ts
-
-
8
FY108
AS RW. 01,4M BEAD (3118' IAL MUSS)
6083 -Ts
M
mos
AS Rpt. WA2MO BEAD (7/14' IA11 MASS)
8083 -TB
-
68
FY110
AS RO1. MLAZAVO BEAD (MLlA11. MIASS)
W63 -TO-
--
. 9 ..
Nils
21WW SISN STOP _
4081-14
-
I i
m 13
2/VW SPRWO LWM IATW, AT 7- F1i0M ENDS
8043 -Ts
IIA
-
1/ LATCH IATCN SPI20'8.
SF. STEFL
-
12
-DOSP
2)VM SWEEP IATCN. AT 12-T/i' FROM ENDS
]AMAX
VJUYM ;"AS=
ITA
(8 X S/8'
27 LATCH LATCH OW. WMUS
ST. SIM
FN SIS
' .. 13
2/ LITE S MS MM
ETN4
14
1M
j8 X i'
/8 X 3/6'
A4 RM FRAME & VW ASSYBI.Y 5 1195
2/ VENF 801MM PAR ASSEISLY sma
CIS
C�
PN 8l5
FM 515
IB
E207
AS REOD. BOT10M PAA SEAL - SWIM 101
NEOPRENE
ULTRAFAS
Is
E203
AS RM. WAZB10 BEN US
SANTOPRENE
VLTRAFAS
16
W23181
AS RE08 IN SEAL 4ISTRIPPOW
-
ULTPAFAS
I8
FY117
4/ VENT SA41 W1MECFLCON
M&M PLMMM
19A
e6 X 3/8'
1/ MME SASH WOE OWT. SCJ@16
CRS
_ _
ON 515 114E 0
u_
20
MO
2/VERT 5141 BAUBNE _—
SUPERBOOSf SY =
20A
/8 % SIB'
/ SMAXE BALANCE OWL SWIEW
P FN 315
21
-
AS REM MATS WAWt
salcm
FRAW LOWE
_
22
-
1 3/18' 80 SWIEEN
-
oPnoNAL
23
FY120
FLM FRAME ADAPTER
8063 -Te
OFNONAL
( '. UUIb�
I
B '�XIDDi
....� dtowing no.
'-�. n-0$
�vviva
s»
° ANS �ACM .NSP�o�FO
Z
SEE SEPAPATE IM c
® 8
,uT. M. A—NCHM
pr g
�a
SEE ELEV. FOR SPACM
N
g �m
3t0n
o_
1/4 WM.
SAWNALT.
W rnzd
L s
mac". ANCHORS
SEE
ELEV. FON sPACM
44
77777
C m'a
ALT.
INSTALLATION DETAILS WITH Ff rau FRAME AR ^ wtoUucrnsvtao
R0.`a¢ i (0992 °B0�P7�➢nGhe N9da¢
LL
76 dam $
'. p'r a CAN. 90 bm Qie � d
—
^',� J W09—OS
�; stmt Sa< 8
(J FRAME FIFAD L__ C—J
E�,
2
� 2.188 �l I�TaaME JAMS ^� y
Wt I I g �4 I Ir.110 T
A46 .801 .� .801 ,Oqg .801
7.422 I I I
Q FIX. MEETMG RAIL
1 MAZMO READS
,.25� 982 r I
zaaT
,� 952 I.ib
7.140 .eat
n VENT TOP RAI. (7 VENT SIDE RAIL
2027
1.207
,082 2.771 1 _
1918 1.750 ,.Z*4 978 1.441
981
1.140
VENT BOTTOM RAIL 1 (1,) SPRING LOADED LATCH
2974 -
1902
2988 082
900
L a.75o ze11
Q FRAME SILL ® FLOSN FRAME ADAPTER
T jo
II W09-08 II
M IAM bDADE MIAMI-DADE COUNTY
e 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) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/vera/
ECO Windows Systems, LLC
9114 N. W. 100 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 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 600 Aluminum Outswing Doors-L.M.I.
APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)",
sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012,
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
Limitation:
1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with
sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37".
2. Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated
laminated glass w/.090" Solutia interlayer.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series
and following statement: "Miami -Dade County Product Control Approved", 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 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 shall be available for inspection at the job site at the request of the Building Official.
This NOA and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No 12-0402.03
Expiration Date: July 19, 2017
Approval Date: July 19, 2012
Page 1
ECO Windows Svstems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections
2. Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1
through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun
28, 2012, 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 an aluminum Outswing French
door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-12-3357, HETI-12-3358, HETI-124003, HETI-124003 and HETI-124027dated
03/16-26/12, all signed and sealed by Rafael E. Droz-Seda, P. E.
Note: The above referenced test reports have been revised by an addendum letter dated June
29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E.
Droz-Seda, P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012,
signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTMS -1300-02 & -04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for
•their `Butacite ® PVB interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to
Solutia Inc., expiring on 05/21/16.
3. XL Edge seal System 201 SS spacer by Cardinal IG.
F. STATEMENTS
1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq
Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E.
2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc.,
signed and sealed by Rafael E. Droz-Seda, P. E.
3. Lab compliance as part of the above referenced test report.
G. OTHER
1. Test proposal, dated 10/14/11 and 02-21-12 approved b PERA.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No 12-0402.03
Expiration Date: July 19, 2017
Approval Date: July 19, 2012
E-1
SERIES 800
AI.tTMIN TM OC N • NTRANCE DOOR
SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2.
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3.
LOWER VALUES FROM SNELITE CAPACITY CHART OR DOOR CAPACITY WILL
APPLY TO ENTIRE SYSTEM.
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRAT Nd
It IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WTH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
18Y OR 2BY WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO THE STRUCTU,E.
ANCHORS SHALL BE AS LISTED, SPACED AS SHO'MJ ON DETAILS ANCHORS
EYBEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF TMS APPROVAL
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT
COME INTO CONTACT WITH OTHER DISSMO.AR YATERULS SHALL MEET THE
REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.84.
± 1/S' HEAT STREN'D. GLASS
.aso' wTERIAYER
—KE—AT
aaTE Pve BY DUPa+r
(-1/8• HEAT STREN'0 GLASS
SUCOl
,S DOW CORNING 499
28
1a �
�I I
V l
GIASS TYPE 'G1'
3/18' HEAT STREN'O. GLASS
D90• INTERLAYER
\�—�A,61IE PVBBY YXN'Olr Z
8• HEAT SRffN'D. GLASS F
SILICONE
�8y� DOW CORNING 899
25
) 34 4qqQQ
\ / / SETTING BLOCKS AT LAY. GLASS I
7LLSSS REDO FOR WDTHS OM EOwG 38' ONLY 6$Qi
NOTCH GLAZING BEAD LEG TO
CLEAR BLOCKS
GIA.95 TYPE 'G2' �—
THESE DOORS ARE RATED FOR LARGE S SMALL iGSS9.E IMPACT.C.A1oMo III..
SHUTTERS ARE NOT REONRED. — RA m�]�aS82 S n
�a G�
82 Z ;12-08
sheet 1 OT 9
U
1/B' TEMP. MAW
8/18' AIR SPACE
e
N m
t/S• HEAT STREN-0. GLASS
OBINTERLAYER
SD" AFLEX IIIG BY 'SMmTIA'
j
1/8' HEAT $7REN0. GLASSSIUOmz
o
SDOW CONING 888
2 fi
b ST. RACER
'^
Z iS
m IS
c� n d
! 3D SSHCONE
\ /
\ SETTING AT CLASS
NOTCH GLAZING BEAD LEC TO CLEAR BLOCKS
LAZING LEG O C
GLASS TYPE 'G3'
THESE DOORS ARE RATED FOR LARGE S SMALL iGSS9.E IMPACT.C.A1oMo III..
SHUTTERS ARE NOT REONRED. — RA m�]�aS82 S n
�a G�
82 Z ;12-08
sheet 1 OT 9
30 3/4• MAX. TV MAX �� 8
FRAME WDM -- FRAME WOM i N
HEAD & $0.1. ARC'—
FAT ST Z i
STRP
12• ENDS O g .
3 0.0 FyA
I2• �"
S' MAX" S• MAIC
C �NER� � � A H� � �—�/9LL- � • q F HEAD
n
\ oil
.� , - ;�•, %'SEE SHEET, , - y, i- - `9EE.S�ET \
n
L -L
2815IB• I S/fOLS/ p$^t a
rc Z
U:
SURFACE A.UlD/ m5
FALSE MUNTDS OR-,/ ALSEMUTISOR
DECORATIVE QM OLOPG
MAY SE USED ' - MAY BE USED NOTE
37• MAX n• MAX, EGRESS REQUIREMENTS TO BE REVIEWED
LEAF MTH WDM BY BUILDING OFFICIAL
(X) (XX)
GDORE LOAD CAPACITY - P9F DOORS LOAD CAPACITY - PSP
SINGLE DOORS GO DOUBLE (BX) NOTE:
oOGR DWS. LAL�reTBD GLAffi
DO
LE DWS. LAMD'TATED GLASS GLASS CAPACITIES ON THIS SHEET ARE
FRAME IEaF FaAmE BASED ON ASTM E1300-04 (3 SEC. GUSTS)
WDM Wmx tffIG11T oG.(.> 'M.(-) WoTx wro1 FRAME' EXfd+) WT.(-) AND FLORIDA BUILDING COMMISSION ..
7G -3/a• 17• eB• 700 TSA 78• 37• W Too rso DECLARATORY STATEMENT DCA08-DEC-219
GLASS D.LO, DIMS. BROW
O.LO. HEIGHT = FRAME HEIGHT - 11.125'
0 LO. WIDTH (X DOORS) FRAME WIDTH - 12.813• FLA. b3B B
D.1-0. WIDTH (XX DOORS) - (FRAME WIDTH - 22.1257/2
arG.ingb G�
cJUN 82012 W12-08
v sheet 2 °f g
DEMON LOAD CAPACITY - P87
MIELM3 MDH SoaE Olt DOM IFAF ODORS
(SEE NOTE BELW)
SDfl.NE
FR.,,WT
M
RIM
SDIFLRE
FRAME
HBONT
OiCHE6
IIITHOUT erre
MONFORCING RMNFORCIN0
ETtT.(+) I WT.(-) EM.(+) DWT.(-)
24
30
36
37
42
82
70.0 73,0 70.0 73.0
70.0 ]9.0 ]60 79.0
70.0 78.0 70.0 73.0
AA 73.0 760 710
61.7 66.1 61.7 661
24
30
38
v
42
66
70.0 79.0 70.0 70.11
70A TSA 7DA 7S0
760 19.0 70.0 73.0
70.0 76.0 70.0 73.0
61.7 661 61.7 1 68.1
24
30
36
P
Y
ny
70A ]8.0 70.0 790
869 89.8 70.0 70.0
64.1 64.1 70A 740
6J.3 83.3 70A 79.0
24
M
37
83..1 613 70.0 79.0
WA 979 70.0 78.0
91T 611 7OA 79.0
S24 92.4 704 1 780
S OUTE WITH I DOOR FRAME MDM
NOTE:
FOR DOORS CAPACITIES SEE SHEET 2.
FOR SIDEUTE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR OR SIDELITE CHART
WILL APPLY TO ENTIRE SYSTEM.
GLASS D..0 DIMS
O.LO. HEIGHT (SIDEUTE) = FRAME HEIGHT - 11.000'
D.LD. WROTH (SIDEUTE) FRAME WAGTH - 4.438-
a QIEnpe: tAVAD A
`` c- L' s X,
gg �
NOTE: 5 8
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 C.
GUSTS) tlmwing no.
AND FLORIDA BUILDING COMMISSION JUN 2S2O12 W1Z-OS
DECLARATORY STATEMENT DCA05-DEC-219
shoat S of 9
140'
FRAME WDM
SILL
--a
I
M
'
t2�
CUSTERMC OF /r(4)
`As /
AT S & anaa+s
AT SIRE ENDS
AT 3' 0.0
I
7`
9' MA L
Y
ny
/ AT T HEAD
HEAD/SU.HEAD
I�
U
CORN/ESRS
J-,
�
em
1
�1+I
II
eMDDVE ' '
AOrnE
�
�
� z
6ACE APPLIED
W pt W
2
E WNTMS OR
32 3/4'
D.L OPQ
28 19/18
0.L OPG
m 19/16'
Dl OPG.
a
MAY VEDRILL
USED
i
9DO.1TE FRAME W40M
MAX
78' MAIL
LEAF WWM
SEE CHART AT LEFT
DOUBLE OODR FRAME
iWDM
(OXXO)
r
ot1L� [r►>*
m�
a QIEnpe: tAVAD A
`` c- L' s X,
gg �
NOTE: 5 8
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 C.
GUSTS) tlmwing no.
AND FLORIDA BUILDING COMMISSION JUN 2S2O12 W1Z-OS
DECLARATORY STATEMENT DCA05-DEC-219
shoat S of 9
Ir MIN. ORE 1
EDGE DIST.
DW �.T E0i 0451'. � GE EVATIONSS
.TRARON FOR SPACING
2525
`✓ �J = TYPICAL ANCHORS
I I LSEE ELEVATION
T FOR SPACING
I
O
I e 33 I
28 2
W I
_ I . •EDGE DIST. > v 9w \ 'TYPICAL ANC
SEE ELEVADt
THROW/2
BOLT- % FOR SPACING
PENETRATION
BUCK
23 WOOD SUCK
OR STRUCTURE
SEE NOTE SKEET I
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WNDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
ANO TRANSFER THEM TO THE BUILDING STRUCTURE
TYPICAL ANCHORS; SEE v.Ev. FOR sPAcmc
jL}" DI I TRACDN BY ' -O• (Fe -1" KIM. Fy-'55 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU iBY BUCKS INTO CONIC. 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
A14 SMS OR SELF DRILLING IND SEWS (GRADE 2 CRS)
INTO NIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/87
INTO METAL STRUCTURES
STEEL :1
THK. MIN. (Fy - 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
Trm
INTO CONCRETE AND MASONRY - 2-1/2" MIN.
INTO WOOD STRUCTURE -1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
CONCRETE AT HEAD. SUI. OR JAMBS rc a 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOC( AT JAMBS rm - 2000 PSI MLN.
E
DGEMETAL
N
ANCHORS W�OI
ATIONS $
FOR SPACING a m
e)
'ACE lY APPROVED'I ii
;15EE SEPARATE II
1 1
TYPICAL ANCHORS
SEE FOR NS
SPACM
z • rte'
p s Q
�j WNAo��
u
'DOOR DETAHS
JUN 13 8 2012 °f a"'"' �°'
0012-08
Wheel 4 of 9
Y.V �
1/4- MAIL
SHIM3
�/'.
UMAS AT STU FACE-\
1/4- MAX
O SHIM
H
Z
�
: BUCK
TYPICAL EE ELEV.
FOR SPACING,..
,6 ACTIVE LEAF I
V
Nome
I)
a
s
A--
26 13
I}
24
4
n
yX
SEE 8-IE ELEV.
�U
I
FOR SPACING
8
m
>t
23
b EXTERIOR
y
STRUCIUR�E
LEAF MOTH_._
`\
d __.
`LOCI( oPnoMs
U
- s6i0lE DWR FRAME VIOiH
SEE 91EET
VI
1/4'tlAK
I
Wyms `{W
,ra
SHIM
E ��SHWT 7
o
W
TYPICAL ANCHQtS
CONMW CE O BOBS
3 LEVERS AT 4N^.�E FACE OF S„I.E
CONGENAT TME BLE.T9
LEMFB AT SlE£ FACE
V � WON
8 O
2
SEE ELEV."
MWD B WE
FOR SPACMG1
IS INACTWE USF
ACTIVE LEAF
MT
NOTE '
3 a�
-
26 13
24
26
i
I
W WWS F
IS
I
C
'
23
25
I
TYPICAL ANCHM
e n
,O
SEE
g
,B 0.L0.
I O.LQ
SPACSPAC
FOR WO
LEAF AIDTH
EXTERIOR
L LEAF MTH
i
.dgp
a
D
--
WOIIBLE WOR FRAl1E iMOTHPW _I
Cm
M C Ow
w
�
8 9
drawhg no.
7v�(�J/
I
W12—OS
DOOR DETAILS JUN 282 12
6Near s m a
TYPICAL ATtONS
SEE
��
I$
FOR
SPACNIONs
sPncwD
.EDGE
nsT..
2
Q�
SEE sxe CPTH wsFOWORCM
I/4' MAX O ATS' FROM ENDS O SFE SHEET ]
I a
� . "D 11" ac elan
\ Q,
J
x
I6 I I i
28
WQV�
�� LV
F� SPACWO
14 19 I
I
I
F� DAA. 19
WMT"
4 ^A
EXTERIOR LEAP
rSMEUTE wonH DooR rRnert won+
u
O$
(�`
I� UieT ERAYE wD'M
I� �swl ysb
IitlY1 L E�pr: o arow0
a
L
e
\I OuEa tan
v
drawimj rro.
v
v �
a VATIO"°�
DETAILS
EOR S+AaNG SIDELITE
sheet 8 of g
PART 9 MO. I DESCRITTON
:RAME COVER
-
8093 -Te -
DOOR FRAME JAMB
6063 -TB
SIDELITE TOP & BOTTOM FRAME
8083_76
- SIOENE 9' SUM FRAME
BO83-TB -
- SIDEIRE FITAME 4WB
8083-TB7
- SNEIRE SLIP ON JAYS
9083 -TB -
9E609
- LEW HINGE STILE
OPTIOM At:
10
E810
- LEAF' LOCO STILE
8067 -TB -
11 -
- -E011
- LEAF ASOWAL SOLE
6o33 -T8 -
12
E812
- LEAF AUGMeENT BRACKET9983_70
-
13
E613
- LEAF CLAW
METS a-1/4' LONG
13A
E613
- 1NINOE BACK-UP PLATE
6053 -TB fY NANO
LOCKS:
2t
OPTIOM At:
ACTME , EAF,4
POINT LOCK ASSEMBLY DLOI-6007 BY 'NTERLOCIC USA INC,'(2)
I
LOCKING POINTS ENGAGING AT INACTIVE LEAF1/2'DIATHROWBOLTS
AT TOP AND BOTTOM ENGAGING FRAME
AT HEAD AND SILL
THROW BOLTS ATTACHED TO LOS( BY 3/8' CONNECTING RODS
27
LOC( LOCATED AT 42-1/2' FROM BOTTOM
R
INACTIVE
29
2 POINT LOC( ASSEMBLY BY INTERLOCK USA INC.'
30
1/2' DIX THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME
31
AT HEAD AND SLI.
THROW BOTS ATTACHED TO LOOK BY 3/8' CONVECTING RODS
I
33
LOC( LOCATED AT 42-1/2' FROM BOTTOM
>4
38
ewwNe 1 c6
CONVENTIONAL DOOR LOCXSET NTH HANDLE
DELTA 890 BY'MUSET' LOCATES AT 39-1/a' FROM BOTTOM
KEY OPERATED ON EXTERIOR AND THUMB TURN —
INTERKA THROW SOLT LOCATED AT 44-3/4' FROM BOTTOM
CONCEALED FLUSH BOLTS BY 'SULLI_ & ASSN.'
1/2' X 2' THROW BOLTS ENGAGNG FRAME AT HEAD AND SILL
MANUALLY OPERATED LEVERS MWNTEO ON STELE FACE
'C' •.
LOCATED AT 10-8/e' FROM TOP AND BOTTOM
LOCK FASTENED TO STONE WITH (2) /8-32 X 1/2' FN MS
3-1/2' X 7-5/8' X .122' TM. EXTRUDED ALUM HINGE
1
INMTIVF eer•
PART IFD-107 BY SUWV. & ASSOC.
3 HINGES PER LEAF
CONCEALED FLUSH BOLTS BY'SLUVAN &ASSOC.•
BOTTOM HIKE AT 10-1/a' FROM BOTTOM
1/2' X Y 1XROW BOLTS ENGAGING FRAME AT
TOP NNV(E AT 11-3/4' FROM TOP
HEAD AND SU
CENTER HINGE AT MIDSPAN (38' O.C. MAK)
MANUALLY OPERATED LEVERS MOUNTED ON INSOE FACE
HINGES FASTENED NTH ►10 X I' FH SMS
OF LEAF STILE LOCATED AT 10-8/8' FRO,TOP ANO BOTTOM
LOCK FASTENED TO STILE NTH (2) 88-32 X 1/2' FH MS
(5) SCREWS AT HINGE STILE
I (6) SCREWS AT FRAME JAMB
NOTE LOCKS MUST BE ENGAGED DURING
PERIODS OF HURRICANE WARNING.
me
0
r
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SCHNEE MOREHEAD JMS504 SEALANT.
!I
8LR., #
Crowing no.
W12-08
4.000
.07903
.825049
®
1 DOOR FRAME HEAD/SILL
078
a.o3t
7 LEAF
-1.750 -1
�
6.71W
1.807-4
TOP/BOTTOM RAIL
-'I I .519
1.oa7
14 GLAZIB BE
,'-.
8
.03 090
��
t.aq
I1_4 GLAZI 711V MLMASS
394 =; .130
8.y{@�045a.
bl
IS GLAZING BE
-t.soo
� 316
,062
a LEAF W'STPoP ADAPTER 4ws� ,y�y
BIMIM
cs4
.3t .442 �. )
�4
2 1.584
LEAF AL GNMENT BRACKET yF�,P
28
.375
� I tas
1.974 '121 J.781
v-
L=1e
u HINGELEAF BACK-UP PLATE
9
1.250 r
SIDUE MULLION REINFORCING
ow
/�
4:88 i GtN. 35ffi a
.o7a
_ JUN N 2012
(i) SIDELITE SLIP ON JAMB
/M �
'Y
8
0 ,in7
a O
Q F
V
7.531
74
I
179
i
1.507 e
078
azw
f�-4.000
4.iet
-
04
SIDELITE
.078
1.907
k-t.7so
TOP & BOTTOM FRAME
4.719
078
1.790 1 sol
L
9 LEAF HINGE STILE
yy
J
g
&S
O
Vl
llVVVT"III
m g
Z�
z Z
W w L
O
5,304-�
s.MG
1.780I
2.0817
.078
0 LEAF LOCK STILE
078
L,.812
a FRAME COVER
Fes
9' BOTTOM
-1.750--
RAIL
p1.507
1
9Jos-
.078
1.507 1.750 Z I
_cam
' 813
I
111
I[y
°c
I
$
A
$
s
1.887
pg0 1.197
't�
SNAP COVER
I
8281
i�
II I
LEAF ASTRAGAL STILE
rt.s99
.al I''e25 I
4.000 "p
.079 zov
__,-
�,.s00 9
. e
o79
4.000
I_6
tso7
(s j SIDELITE FRAME JAMB
p
yg gry7 x'
8 8 8
droning o.
W12-08
I
� a. WO �1
SIDELITE 9' BOTTOM FRAME
(� } DOOR FRAME JAMB
sheet 8 of 9
0
o
DOOR FRAME CORNER
SDEUTE FRAME CORNER
11Z
12
nA PE
ta
Wl 2-08
LEAF CORNE 1 4