WS-13-2474Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-202316 Permit Number: WS -11-13-2474
Inspection Date: April 30, 2015 Permit Type: Windows/ Shutters
Inspector: Rodriguez, Jorge Inspection Type: Final
Owner: STEAD, DIANNE & MARC Work Classification: Window/Door Replacement
Job Address: 825 NE 97 Street
Miami Shores, FL 33138 -
Project: <NONE>
Contractor: HOME OWNER
Building Department Comments
Phone Number
Parcel Number 1132060142600
REMOVE AND INSTALL 17 NEW IMPACT WINDOW
Infractio Passed Comments
INSPECTOR COMMENTS True
REMOVE OLD DOORS AND INSTALL 3 NEW IMPACT
DOORS
Passed
Inspector Comments
c
Failed El
Correction
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
For Inspections please call: (305)762-4949
April 30, 2015 Page 1 of 1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: lzzs�> DATE:
ADDRESS: �c �� i S/
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, FS 489.103(7).
And I have read and understood the following disclosure statement, which entities me to work as my own contractor; I further
understand thaf I as the owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The
exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must
supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a
commercial builoing at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and
occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state
law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your
supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers'
compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances,
buildings codes and zoning regulations.
Please read and initial each paragraph.
1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder
permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own
contractor with certain restrictions even though I do not have a license.
Infial
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the
construction and is not hiring a licensed contractor to assume responsibility. Initial—�438
3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself
from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own
name. I also understand that the contractor is required by law to be licensed in Florida and to list his or Ii nsa numbers on
permits and contracts.
Initial
4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve
a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may
not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved
myself is sold or leased within 1 year after the construction is complete, the law will presume that I buil porsubstantially
improved it for sale or lease, which violates the exemption.
Initial
5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial
I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or
residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or
municipal ordinance,
Initial__
7. 1 understand that it Is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that
erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held
liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while
working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an
owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
Initial
8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to
perform the work being done. Any person working on my building who is not licensed must work under my direct supervision
and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and
social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers cmpensation for
the employee. I understand that my failure to follow these may subject to serious financial risk. I
initial
9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable
laws and requirement that govem owner -builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. J�
4 Initial 1�
10. 1 understand that I may obtain more information regarding my obligations as an employer from the Intemal Revenue Service, the
United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the
Florida Construction Industry Licensing Board at 850.487.1395 or hftp:/Avww.mygoddalicense.com/dbDr/Dro/cilbfindex.htrril
Initial (.!&
11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
InitialA&�
12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the informatioQ that I
have provided on this disclosure.
Initial
—65—S
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a
license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to
assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to
understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may
be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for
verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and
returned to the local permitting agency responsible for issuing the permit A copy of the property owners driver license, the
notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when
the permit is issued.
0 ov.
Was acknowledged before me this day of , 20���
By f9A-15 6,Z7? -L who was personally known to me or who has
Produced there License or S33 n / 62 5669,,, 91 as identification.
C 0195 <n
OWNERON
_NOTARY
`
= 910Z/90/E0
ca' •. sa
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U ,
BUILDING
Miami Shores Village '1==
Building Department NOV 1 ZU13
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
FBC 20
Permit No.
PERMIT APPLICATION
Permit Type: BUILDIN
Master Permit No. �
ROOFING
JOB ADDRESS: t1 o�J �� (.' 7 7 s / .
City: Miami Shores County: Miami DadeZip:
Folio/Parcel#:
Is the Building Historically Designated: Yes
NO X Flood Zone:
OWNER: Name (Fee Simple Titleholder): %yj AC. -- //-f/V�; ���� Phone#:_(Ai) ?S ?" /Ov2 jG
Address•_ ga it *. Com` 9"' xr�
City: A11AA4 / 'y DRC X State: /' fi Zip:
Tenant/Lessee Name: AoVA /J Phone#:_ �/ot
Email: A (V 1c7C LL JCDu 7r//
CONTRACTOR: Company Name: Phone#:
Address:
City: State:
Zip:
Qualifier Name: Phone#: _
State Certification or Registration #: Certificate of Competency #:
Contact Phone#:
DESIGNER:
Address:
,'r , _
Value of Work for this Permit: $ 0(0 . 1!2� Square/Linear
Type of Work: ❑Addition
Description of Work:
❑Alteration ❑New
305"1 Yrs —
of Work: t3 $ J Jf
e lace ❑Demolition
�Aembl&r O &A
Color thru tile:
Submittal Fee $ &11 Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Notary $
Radon Fee $ DBPR $ Bond $
Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ 3
It
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
Owndr or Agent
The fore in n trument was acknno—wlledged before
mee this 31
day o , 20 �, by _ /Yl/�7Z� 4��/�'� ,
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARSC,
Sign:
Print: (> 404 !t L. OAO
My Commission Expires: a'.�`� GLORIA COTO
* W CO MISSION # EE 882881
EXPIRES: July 12, 2017
4f9rForm.°�OF SOndedfiNBudgetNofaryServlcea
APPROVED BY
it
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of , 20 _, by ,
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
Hj=kgsgs$adazk�$sak$sdssk8s�sk$sgsdsge$s$cik8sgs�gs$s�eskikth�$a�$s�=kgsds��Sdszggsgssh$sr�s$csk=hjk8sa$gc=k�k
Plans Examiner
Structural Review
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
Zoning
Clerk
.}
Comparison Chart -
W1, Replacement for Stead Residence'
Opening
NOA
Size of
Width and
Opening
Design
Approval
Opening (SF)
Height (In)
Design
Pressure of
Pressure (PSF)
Component
(PSF) ,
Door # 1
13-0219.07
66.27
101'/: x
-39.9
-80.0
94
+36.3
+65.0
Door # 2
13-0219.07
20.50
36x
-48.3
-80.0
82
+44.4
+65.0
Door # 3
13-0219.07
18.56
33x
-58.0
-80.0
81
+44.4
+65.0
Door # 4
13-0219.07
18.56
33 x
-58.0
-80.0
81
+44.4
+65.0
Door # 5
13-0219.07
37.61
59%x
-46.2
-80.0
91
+42.3
+65.0
Window # 1
13-0206.03
16.91
38x
-58.0
-77.5
Horz. Rolling
64
+44.4
+68.9
Window # 2
13-0206.04
5.57
20x
-50.4
-90.0
Single Hung
40
+46.5
+75.0
Window # 3
13-0206.03
16.91
38x
-48.3
-77.5
Horz. Rolling
64
+44.4
+68.9
Window # 4
13-0206.03
27.08
75x
-55.6
-70.0
Horz. Rolling
52
+43.1
+70.0
Window # 5
13-0206.03
50.24
113 x
-45.5
-70.0
Horz. Rolling
64
+41.6
+70.0
Window # 6
13-0206.07
16.91
38x
-48.3
-70.0
Casement
64
+44.4
+75.0
Window # 7
13-0206.07
16.91
38x
-58.0
-70.0
Casement
64
+44.4
+75.0
Window # 8
13-0206.04
5.30
19 % x
-50.4
-90.0
Single Hung
39
+46.5
+75.0
Window # 9
13-0206.03
13.74
38x
-49.2
-80.0
Horz. Rolling
52
+45.2
+70.0
Window # 10
13-0206.04
3.42
19X
-50.4
-90.0
Single Hung
26
+46.5
+75.0
Window # 11
13-0206.03
13.60
38x
-49.0
-80.0
Horz. Rolling
51%
+45.2
+70.0
Window # 12
13-0206.03
16.91
38x
-58.0
-77.5
Horz. Rolling
64
+44.4
+68.9
Window # 13
13-0206.03
16.91
38x
-58.0
-77.5
Horz. Rolling
64
+44.4
+68.9
Window # 14
13-0206.04
5.57
19 x
-50.4
-90.0
Single Hung
40
+46.5
+75
Window # 15
13-0206.03
16.91
38x
-48.3
5�.••••�•....
Horz. Rolling
64
+44.46
O
r�JP.,
I�i
i
XAQ- •
• W
. FL
�/y� R
#0 IO ••••...••N•••`' • `���
���s,X,SSI,ONP���`��
Window # 16
13-0206.03
40.00
96x
-46.2
-70.0
Horz. Rolling
60
+42.3
+70.0
Window # 17
13-0206.04
11.70
29x
-49.2
-90.0
Single Hung
58
+45.2
+75.0
Window # 18
13-0206.04
11.70
29x
-59.8
-90.0
Single Hung
58
+45.2
+75.0
MIAMI-DADS
1bIIAhII DADF. COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA).miamidademov/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 ithe 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 aillowed by the Authority
Having Jurisdiction (AHI).
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 area other than Miami Dade Qounty) 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 w#th the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "Eco—Guard 800" Outswing Aluminum Casement Window —IL.M.I.
APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. OutswingCasement Wdw.
(L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision C dated 01/11/13, prepared by Al—Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Mimi--Dade County
Product Control Section.
AIISSILE IMPACT RATING: Large, tind 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 tiled and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA ,%YW 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 shalt be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 12-0223.27 and consists of this page 1 and evidence page E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
G
I DADS CpUNTY NOA No. 13-0206.07
• E Expiration Date: May 19, 2016
Approval Date: May 02, 2013
Page 1
Eco Window Systems. LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casemet Wdw. (L.M.L)",
sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 0;/11/13, prepared by
Al Farooq Corporation, signed and sealed by Javad Ahmad, P. j E.
B. TESTS I
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 4
4) Large Missile Impact Test per FBG, TAS 201-94 94
5) Cyclic Wind Pressure Loading per FBC, T 'S 20394
6) Forced Entry Test, per FBC 24113.2. 1, TA 202-94
along with marked—up drawings and installation diagram of a ci sement window,
prepared by Hurricane Engineering and Testing, Inc., Test Rep As No.
HETI-10-3140, HETI-10 3141, HETI-10 3142, HETI-10-3143 and
HETI-10-3144, dated 12/29-30/10, all signed and sealed by Candido F. Font, P.E.
(Submitted under NOA#11-11309.06)
C. CALCULATIONS
I. Anchor verification calculations and structural analysis, complying with FBG -2007,
prepared by Al—Farooq Corporation, dated 03/01A 1, signed and sealed by Javad
Ahmad, P. E. (Siibmitted under NOA#11-0309.06)
2. Glazing complies with ASTM B1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
I. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16.
F. STATEMENTS
1-. Statement letter of conformance, complying with FBC-2010, and of no financial
interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E.
(Submitted ander previous NOA#12-0223,27)
G. OTHE2.
1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their
Series "500 ECO -Guard" Outswing Aluminum Casement Window -- L.M.
approved on 05/03/12 and expiring on 05/19/16
Manuel rX,
P. Product Controiin NOA No.. 7
Expiration Date: May 19, 2016
E-1 Approval Date: May 02, 2013
1/8' HW SWOM. GLASS
.090 INTERLAYER
BUTACfTE PVB BY IDUPONY
1/e" STREMD. GLASS
DOW Como 899
4113 9
a
GLASS TYPE W
GLAZING OPTIONS
=O—GUARD SERIES -500
A>aCMMUM OWESMG CASEMENT WINDow
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE —
COMBINATIONS OF CASMT/CASNT OR CASEMENT WITH OTS
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI—DADS COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM. .
-rn rMUWL;l tub BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUADING CADS INCLUDING HIGH VELOCITY
HURRICANE ZONE (HM).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS 70 THE STRUCTURE.
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS
EMBEDMENT TO BASE MAMMAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS IN=OING BUT NOT LIAOTED TO AL SCREIYS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MAT SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4.
6 POINT LOCK
VMy Haow �� TYPICAL ELEVATION
ID�TO AT SASH
2r 2
39-3 3
so—slar 4
83' 5
78" 5
MAXIMUM DESIGN LOAD RATING o + 70.0 PSF
(For+ SD m SlID49lI OR swim) - 75.0 PSF
THESE WINDOWS ARE RATED EOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS) 9
AND FLORIDA BUILDING COMMISSION J
DECLARATORY STATEMENT DCA05-DEC-219
amFlotf&
drove l9 no.
W11-05
w
TM
nPu
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: see am. FOR sPACWG
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. TAPCON eY 'TIW' (Fw120 IRB. Fy..32 KM)
AND TRANSFER THEM TO THE = DING STRUCTURE. -1/4" DIA. ULTm-W BY 'ELCO' (r m x34 Fyalss no
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-3/8' MIN. PENETRATION INTO WOOD
THRU IBY BUCKS INTO CONC. OR MASONRY
1-1/4' MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MW. EM8M INTO CONC. OR MASONRY
,814 SMS OR SCI F DRILLING IN SCREWS (GRACE 2 CRs)
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.)
ALUMINUM : 1/8" THIG MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
fin SIMS OR sELE pRumc SCREWS (GRACE 2 CRs)
INTO MIAMI -DADS COUNTY APPROVED MULLIONS (MIN. TRI(. 1/8'
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY - 2" MIN.
INTO WOOD STRUCTURE m I" MW.
INTO METAL STRUCTURE - 3/4' MIN.
1
CONCRETE AT READ. SI.L OR JAMBS f c - 3000 PSI MIN.
C-90 tPUPW/FRLLEO MDM AT JAMBS fm = 2000 PSI MRN, ---
'v. 18Y•Sm ELEV.
ANCHORS
a
vl ow RAm FOR SPACM
15 mu 1, L' it W11drawin9 05 II
g �g Ldm 02-23.,,
�',Ire,•
I 4. b, "am
(7T anti.
bp
S-510 ALUM WM MG CARE W wow. (LM.I
ECO WINDOW SYSTEMS, LLC.
9114 N.W. 108 S7REET
MEDLM FL. 33178
TEL (JOS) 885 -SM FAX (MI 885-a 2
E
AL-FAROOQ CORPORATION laRKOLNesrts a PWDUOr DEVELOPMEN r f
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ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
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PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY.
Lfl_ CKS:
MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH'
AT FRAME JAMB
LOCK OPERATOR 024.33ML004 AT 8-1/2" FROM SILL
FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS.
LOCK BAR SECURED TO JAMB WITH LOCK GUIDES
#33489.00.0001 SPACED AT 12-3/4" O.C. MAX.
EACH GUIDE FASTENED WITH (2) #10 X 1- P PH SMS
STAINLESS STEEL KEEPERS #31964.92 AT VENT
EACH FASTENED WITH (2) #10 X 5/8' P FH SMS
SEE CHART ON SHEET 1 FOR QUANTITIES
4HINGES #35.12.00.400 BY 'TRUTH'
LOCATED AT TOP AND BOTTOM CORNERS
FASTENED WITH (2) #10 X 5/8- P PH SELF DRILLING SCREWS
SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH'
LOCATED AT SILL END
FASTENED WITH (6) #TO X 1- P PH SMS
OPERATOR TRACK #30175 AT BOTTOM RAIL
FASTENED WITH (2) #10 X i- P PH SMS
ANTI—SAG SKATES:
VINYL ANTI -SAG SKATES BY 'M&M PLASTICS'
(2) AT LOCK STILE AT 6-3/4- FROM TOP/BOTTOM RAILS
(1) AT BOTTOM RAI. AT 4" FROM LOCK STILE
EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS.
RA: PE
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craw" no.
W11-05
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now llr-.
(cjt
5-500 ALUM OUTSwwG CASEMENT WDW. (L MJ
ECO WINDOW SYSTEMS, LLC,
9114 N.W. 106 STREET
MEDLEY, FL. 33178
TEL (303) 883-5299 FAX (305y 889-9902
O "
AL-PAROOQ CORPORATION a
ENGINte' M & PROMor DEMOPMMr
=W &W. 87 Ave
WnMft FWMDA 33274
TM- COM 2943100 FAX (30012eZOM
MIAMIRADE
1lIIANII DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1105 SSV 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) tvynv miamidade.eov/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 Mii-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas were hai owed 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 to ting and the AHI may
immediately revoke, modify, or suspend the use of such product or material within 1 heir 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 bi tilding code.
This product is approved as described herein, and has been designed to comply wi h the Florida Building
Code, including the High Velocity Hurricane Zone,
DESCRIPTION: Series "Eco -Guard 200" Aluminum Horizontal Rolling Wilido�v — L.M.I.
APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco -Guard Series -200i um. Horiz. Rolling
Wdw. (L.M.L)" sheets 1 through 7 of 7, dated 02/24/09, with revision C dated 01/113, 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 NOA# 12-0221.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMFpADE COUNTYy4#411
NOA No. 13.0206.03
• • • Expiration Date: May 27, 2014
Approval Date: May 02, 2013
Page 1
Eco Windows Svstems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBI BUM
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W09 -I2, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw.
(L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision 0 dated 01/11/13,
prepared by A1-Farooq Corporation, signed and sealed by Javad .Ahmad, P.E.
B. TESTS
I. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94'
2) Uniform Static Air Pressure Test, Loading pei FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 24113.2.1, TAS 02-94
along with marked -up drawings and installation diagram of a X X aluminum
horizontal sliding window, prepared by Hurricane EngineeringTesting, Inc., Test
ReportNo. HM -08-2226A, dated 01/15/09, signed and sealed y Candido F. Font,
P.E.
(Submitted under NOA#09 0312.08)
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201,94
2) Cyclic Wind Pressure Loading per FBC, TAS 3-94
20
along with marked -up drawings and installation diagram of a XO aluminum
horizontal sliding window, prepared by Hurricane Engineering Testing, Inc., Test
Report No. HETI-08-222611, dated 01/15/09, signed and sealed �y Candida F. Font,
P.E.
(Subinitted under NOA#09-0312.08)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC 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-08-2227, dated 01/15/09, signed and sealed by: Candido F. Font,
P.E.
(Sarbmitted under NDA#09-0312.08)
4. 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#09-0312.08)
Manuel Per
Product Control=aml•r
NOANo. 13
E)Tplratlon Date: May 27, 2014
E -1 Approval Date: May 02, 2013
Eco Windows System, LLC
NOTICE OF ACCEPTANCE: EVIDENCE gMAgTTED
B. TESTS (CONTPRMD)
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2 1-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aOX 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.
(Submitted under NOA#09-0312.08)
6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2 1-94
2) Cyclic Wind Pressure Loading per FBC, T S 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 y Candido F. Font,
P.E.
(SuburNed carder NOA#09-0312.08)
7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2Q1-94
2) Cyclic Wind Pressure Loading per FBC, TA IS 203-94
along with marked -up drawings and installation diagram of a N OX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08 2230A, dated 01/15/09, signed and sealeo by Candido F. Font,
P.E.
(Submitted under NOA#09-0312.08)
8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2Q1-94
2) Cyclic Wind Pressure Loading per FBC, TATS 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-082230B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA#09 0312.08)
C. CALCULATIONS
1. Anchor verification calculations and structural and comparative analysis prepared by
Al-Farooq Corporation, complying with FBC-2010, dated 01/27/12, signed and sealed
by Javad Ahmad, P.E.
(Submitted under previous NOA#12-0221.05)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
I. Miami -Dade Department of Regulatory and Economic Resources (RER)
Manuel Pere , W
Product Control ExakWr
r NOA No. 13-0206.03
Expiration Date: May 27, 2014
E-2 Approval Date: May 02, 2013
Eco Windows Systems, LLC
E. MATERIAL CERTIFICATIONS
I. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont Deemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, exp' I g on 01/14/17.
2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont De emours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, puling on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, and 'of no financial
interest, dated January 30, 2012, signed and sealed by Javad ad, P.E.
(Submitted under prepious NOA#I2-0221.05)
2. Proposal No. 08=1490 issued by BCCO, Product Control, datod October 08, 2008,
signed by Renzo Narciso, P. E.
(Submitted under NOA#09-0312.08) '
G. OTHER
1. Notice of Acceptance No. 12-0221.05, issued to Eco Window Sytems, LLC. for their
Series `Bco-Guard - 200" Aluminum Horizontal Rolling Window — L.M.I., approved
on 04/26/12 and expiring on 05/27/14.
)A9.0--4,
wm-wjz;�j anuel Per r, P.E
Product Control Munjaaf
NOA No. 13-0206.03
Expiratlon Date: May 27, 2014
Approval Date: May 02, 2013
E-3
3 1/r MAY.
FRSE SNS/
(suwACE 31 1/4• i 32
M& BE O.L OPD. D.L
3S 3/8•
ECO—GUARD SERIF —200
AiUMINUM HORIZONTAL HOLLUM WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON MEETS 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SDE
COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI -DARE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM,
PRODU
HAS BEE14 DESIGNED AND TESTED TO COMPLY WITH THE
7 Q R TB OF E FLORIDA BUILDING COD INE CLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
1TlBEOMENT TOTO BAAS
SE MATEWAL SPACED AS SHOWN ON DETAILS ANWGIM
SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION RcREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDM BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT
COME INTO COCT NTALYITH OTHER DISSIMILAR MATERIALS SHALL MEET E
REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4.
3 1/2'MAL(,
WIN001V WIm1H
q• 10 5/8` MNL
F,��
II 11
IL �1
CE
1� II
tl it
FRSE SNS/
(suwACE 31 1/4• i 32
M& BE O.L OPD. D.L
3S 3/8•
ECO—GUARD SERIF —200
AiUMINUM HORIZONTAL HOLLUM WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON MEETS 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SDE
COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI -DARE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM,
PRODU
HAS BEE14 DESIGNED AND TESTED TO COMPLY WITH THE
7 Q R TB OF E FLORIDA BUILDING COD INE CLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
1TlBEOMENT TOTO BAAS
SE MATEWAL SPACED AS SHOWN ON DETAILS ANWGIM
SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION RcREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDM BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT
COME INTO COCT NTALYITH OTHER DISSIMILAR MATERIALS SHALL MEET E
REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4.
3 1/2'MAL(,
WIN001V WIm1H
q• 10 5/8` MNL
F,��
CaRNEra
A cDrmER
1� II
tl it
B
LS MUNIINS
32 3/4'
32 3/4•
D.L. OPD.
tdAY 8E
O.L. 0P0.
39 7/8• .
1/8• HEAT STROM CLASS
Ate' WTEFUM
BUTACITE PV8 BY 'OUPONT'
1/8' HEAT STREWD. CLASS
pp So irnucow Comm QQ..
F GESCS 2=
� F
3 m
HEAT STREWD. GLASS
AW IN1ERtAYER
SENIRYGIAS BY 'DUPONf
q-1/8' HEAT STROM GLASS
r -DOW CORNING 898
GLASS TYPE 'A' GLASS TYPE 'B'
GIAZING OPTIONS
g<.d
THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. �
SHUTTER ARE NOT REQUIRED. q
EarOW ANN PRODUCEREVLSED
FtA. PEY S7S992 BuU us PIY�S wI1h 11m1RGdda
6a(L V. AaePimtm V
DataPcdrawing tro.
15�� Wog -72
DESIGN WAS CAPAOYIY - PSF (X0. OX OR XX S1ZPS)
WINDOW DIMS.
A
W/o Itsm. I =11 mw.
0O.A98 TYPE %1' CLASS TYPE '8'
EEL(+) OHT.(-) EEL(+) I WL(-)
YOI11t1
mtd11
28-1/2'
37`
53-1/6•
74•
26'
(3)
4
70A
80.0
"A
$0.0
4 70.0 s0A BOA
80A
8 70A 80.0 WA
Bolo
8 70A 80.0 WA
904
26-1/2•
37'
33-1/8'
74'
38-3/8`
(3)
4
70.0 .80A
80A
80.0
4 7" 80.0 80A
90.0
6 70.0 80.0 solo
90.0
8 70.0 80.0 BDA
9"
26-1/2"
37'
53 -Ile
7$
1
30-5/8'
(4)
4
70A
SOA
solo
90A
4 70.0 WDA solo
goo
8 70.0 80.0 Su
WA
8 70.0 SA Solo
90.0
26-1/2'
37`
53-1/8"
7$
68'
(a)8
4
70.0
80.0
BOA
Wo
4 S" 773 SOA
904
70.0 70.0 S.0
solo
8 70.0 70.0 80.0
80.4
24'
38'
48'
80`
72'
(2)
4
70.0
WDA
SU
90.0
4 70.0 80.0 80.0
WRQ
B 70.0 80.0 sRo
9R0
8 70.0 SOA 80.0
W.0
8 70.0 SRO ✓ U
90.0
24'
36'
48•
60•
72'
318
()
4
70A
SOA
80A
ODA
4 70.0 S0.0 800
80.0
70.0 60.0 BOA
904
6 7" 80.0 80A
00.0
8 70.0 60.0 80.0
904
24'
38'
48"
80•
72`
4a
4
704
60A
BOA
90.0
4 70A 800 SOA
90.0
8 70A B0.0 �A
904
8 70A BOA SM0
BOA
8 70.0 80.0 80.0
90.0
24'
36'
48`
ar
72•
4
70A
SO4
BOA
90.0
4 .70.0 WA 80.0
9"
8 70.0 70.0 solo
-Bolo
8 70.0 70A SQA
SOA
8 "70.0 70A �A
87.8
A - NO. OF ANCHORS PER HEAD & SILL
{) - NO. OF ANCHORS PER JAMB
LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIOTHS
'XO OR OX'
DESIGN LOAD CAPACITY - PSF (XOX SIZES)
WINDOW DIMS.
9
W 0 REDIF. mu REINF.
MASS TYPE A' MASS TYPE 'B'
EXr.(+) --(-) EXfd+) 9R.(-)
VAM
Ht908U
7i'
108-1/4'
111'
3)
9
70.0
SDA
80.0
804
12 70.0 BD.O 80.0
80.0
12 70.0 804 BOA
Bolo
74'
108-1/4'
111'
38_3/8•
(3)
9
70.0
80.0
60.0
90A
12 70-0 a" 80.0
80.0
12 70.0 WA BOA
60.0
74'
108-1/4'
111'
3-5/8.
(4)
a
70.0
80.0
80.0
90.0
12 70.0 80.0 80.0
90.0
12 704 BOA SOA
WA
74'9
108-1/4•
111'
�
90.0
7u
70A
80.0
80.0
12 70M 7" 80.0
82.8
t2 70A 704 solo
80.4
72`
84'
96•
IQs'
24'
(2)
9
70.0
8D4
BOA
Solo
9 70A BOA 804
SILO
12 70A 80.0 BD.O
8oA
12 70.0 solo solo
80.0
72'
84'
96'
108`
38'
(3)
9
•70.0
80.0
SU
90.0
9 70.0 SQA WDA
90.0
12 70.0 80.0 SOA
BOA
12 70.0 80A 80.0
90.0
72'
84•
98'
tog'
48'
(4)
9
70.0
80.0
S" 8D.0
904
9 70.0 WA 80.0
90.0
12 70.0 80.0 SO.O
SQA
12 70.0 8t1.0 80.0
90A
72`
84'
98'
f08'
8C
(5)
8
70.0
70.0
80.0
Bolo
9 70.0 70A solo
90A
.12 704 704 SOM
90.0
12 70.0 70A 80.0
87.8
A - NO. OF ANCHORS PER HEAD & SILL
( ) - NO. OF ANCHORS PER JAMB
OPERATING VENTS TO BE 1/3 OF THE WINDOW MOTH
'XOX'
DRZDGN LOAD CAPACITY - PSP' {XOX SOLES)
WINDOW Dam
A
(1/3191)
(1/3W)
(1/319)
74'
108-1/4'
III`
Vis)
9
OPERATING VENTS TO BE 1/3 OF THE WINDOW MOTH
'XOX'
DRZDGN LOAD CAPACITY - PSP' {XOX SOLES)
WINDOW Dam
A
W/o REM mm RE84F.
01Affi TM 'A' MASS TYPE '8'
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108-1/4'
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9
70.0
80.0
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111*
38-3/8'
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9
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9
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83'
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9
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700
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9"
A - NO. OF ANCHORS PER HEAD & SBL
( ) - NO. OF ANCHORS PER JMB
OPERATM VENTS TO BE 1/4 OF THE WINDOW WIDTH
'XOX'
I NOTE:
GLASS CAPACITIES ON THIS SHEET ARE__-„_
_. _ _..--- 1 -04 3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT 0CA05-DEC-219
W.. JA 80 PROOUJCTREVIS
M101 mmnhrf• fth al.. W1 An
ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE
FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL
FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF
SEE SHEET 4 FOR DETAIL.
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OPERATM VENTS TO BE 1/4 OF THE WINDOW WIDTH
'XOX'
I NOTE:
GLASS CAPACITIES ON THIS SHEET ARE__-„_
_. _ _..--- 1 -04 3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT 0CA05-DEC-219
W.. JA 80 PROOUJCTREVIS
M101 mmnhrf• fth al.. W1 An
ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE
FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL
FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF
SEE SHEET 4 FOR DETAIL.
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TYPICAL ANMMRS
FOR SPACM
WERPHOLRS:
Wt = 3/8" X 2-1/4' WEEPHOLES AT EACH END
AND 37" O.C. MAX.
SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
JOINT SEALER.
PAM
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO MM.
MUST SUSTAIN LOADS IMPOSED BY MAZWG SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: = aw. FOR SPA=
1/4" DIA. TAPCON BY '11w' (Fu -120 KSI, Fy-M KSI)
1/4" DUI. ULTRACON BY 'ELCO' (Fu -177 KSI. Fy-198 KSIj
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-3/8" MIN. PENETRATION INTO WOOD
THRU ISY BUCKS INTO CONC. OR MASONRY
1-1/4' MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4' MIN. EMBED INTO CONC. OR MASONRY
914 SMS OR SELF DRILLING S1EWS (GRADE 2 CRS
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8' THK. MIN. (8063-T5 MIN.) .
(STEEL IN CONTACT WITH ALUMINUM. TO BE PLATED OR PAINTED)
614 SMS OR SELF DRILLING SCREWS (GRAM 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' MN.
INTO WOOD STRUCTURE = 1" MIN.
CONCRETE AT HEAD. SILL OR JAMBS Po = 3000 PSI MIN.
C-80 HOLLOW/FILLED BLOCK AT JAMBS rm a 2000 PSI MIN.
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A as•noe NcRqm O7xe �* ECO WINDOW SY57EM3. LLC.
s oi��ez so awn�e no sxo-7 9114 N.W. 106 STREET
C a�.nes ux�c: s99z�sa W.
MEDLEY, FL. 33178
TEI- (70:5) BBS -5299 fAX j3os) 885-5902
MIAMFDAUE DH"fl DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SAY 26 Street, Room 208
BOARD AND CODE ADIVIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) mlamidade.gnIeconomy
Eco Window Systems, LLC
9114 NW 106 Street
Medley, FL 33178
SCOPE:
This NOA is being issued under the applicable rules and regulationsgovern= the use of construction
materials. The documentation submitted has been reviewed and accepted by M ami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas jvhere allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dace County Product Control
Section (in Miami Dade County) and/or the AHI (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 AHI may
immediately revoke, modify, or suspend the use of such product or material withi their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dada 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 — t,.M.I.
APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco -Guard Series -1 00Alum. S.H. Wdw.
(L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision B dated 01/11/13, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance number 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 NOA# 12-0223.24 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.
MIAMI•DADE GOtJNTY
NOA No. 13-0206.04
. •. , , Expiration Date: April 08, 2014
Approval Date: May 02,2013
Page 1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBWTTED
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 B dated b1/11/13, prepared by
A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-941
2) Uniform Static Air Pressure Test, Loadingper FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-)4
4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94
along with installation diagram of a 106-1/2" wide x 76" high FCO -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 Candido F.
Font, P.E.
(Submitter) wider NOA#09-0224.07)
2. 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/ 15, 2009, signed and sealed by Candido
F. Font, P.E.
(Submitted wider NOA#09-0224.07)
3. 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 24113.2.1 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 Candido F.
Font, P.E.
(Submitted wider NOA#09-0229.07)
4. 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 #09-0224.0 7)
Manuel P •ez,1' E.
Product Control xa er
NOA No.1 - 06.04
Expiration Date: April 08, 2014
Approval Date: May 02, 2013
E-1
Eco Window Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 01/30/12, prepared by Al-Farooq Corporation, signed and pealed by Javad
Ahmad, P,E.
(Submitter) under previous NOA#12-0223.24)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RM)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, and; of no financial
interest, dated January 30, 2012, signed and sealed by Javad Ahmad, p.E.
(Submitted under previous NOA#12-0223.24)
G. OTHER
I. Notice of Acceptance No. 12-0223.24, issued to Eco Window Systems, LLC for their
Series "100 ECO -Guard" Aluminum Single Hung Window — L.M.T.", approved on
05/03/12 and expiring on 04/08/14.
Manuel Perez, P
Product Control Exa iner
NOA No.13-02t16.04
Expiration Date.
2414
E-2 Approval Date: May 02, 2013
$CO -GUARD SERIES -100
ALLnkTnTrM MLLE H TING WIND0iY
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS Z
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REOUIREMENTS OF THE FLORIDA BURDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS HALL BE AS
SPACED AS SHOWN ON MAU.
EMBEEDMENT 70 BASE MATERIAL HALL BE BEYOND WALL DRESSING OROSTUCCO.
ANCHORING OR LOADING CONOMM NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL,
A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME
INTO CONTACT WITH OTHER DISSIMILAR MATEREALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.84.
EQUAL UTES
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THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
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INTO 2BY WOOD BUCKS OR WOW STRUCTURES
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1-1/4" MIN. EMBED INTO CONC. OR MASONRY
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1-1/2" MN. EMBED INTO CONC. OR MASONRY
1/4" OIA. TEKS OR SELF DRILLING SCREWS (GRADE s CRS)
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MN.)
ALUMINUM : 1/8" THK..MIN. (8083—T5 MN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED)
014 SMS OR SELF DRILLING SCREWS (GRADE 2 CIS)
INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MN. THK. = .090')
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MN
INTO-11IEYfit-STRUCTURE - 3/4" IM.
CONCRETE f a = 5000 PSI MN.
MASONRY fm 2000 PSI MN.
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sheet 6 of 6
AIMMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Roan 208
»ErA-aT1%mNT or• REGULATORY AND ECONOMIC RESOURCES (RER) Mtatm, Ftortda 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) )nnv.miamidade,gav/economy
Doralum Corporation
7040 N. W. 77 Terrace
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County 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 Miafni-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 "100" Aluminum Out swing Doors w1wo Sidelite& - Impact
APPROVAL DOCUMENT: Drawing No.W13-03, Rev A, titled "Series 100 Alum Swing Door w/ Sidelites",
sheets 1 through 10 of 10 (inclusive 3.1), prepared by Al Farooq Corp., dated 01-30-13 and last revised on JUN 25,
2013, 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
Limitations:
I . See DP tables for X or XX in sheet 1 Door �v/sidelites (�v/wo reinforcement) in sheet 3,.1. See Single sidelite
{standalone} DP capacity in sheet 3.
2. See allowable mulled configuration in sheet 3.1, not to exceed (5) panels w/ max two mulled sidelites.
3. Max door leaf width mulled with sidelites hi sheet 33.1, shall not exceed= 36-7/8". See active panel 4 -point
locking or active panel dead lock NO manual bolts option in sheet 4.
4. Glass lites wider than 36" shall have two setting blocks per FBC requirements.
LABELING: Each unit shall bear a permanent label with the manufactulees 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 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.
Owl
NOA No. 13-0219.07
Expiration Date: July 04, 2018
Approval Date: July 04, 2013
Page 1
Doralum Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.W13-03, Rev A, titled "Series 100 Alum Swing Door w/ Sidelites", sheets 1
through 10 of 10 (inclusive 3.1), prepared by Al Fwooq Corp., dated 01-30-13 and last
revised on JUN 25, 2013, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94
Along with installation diagram of an outswing doorsw/ sidelites prepared by Fenestration
Testing Laboratory Inc, dated January 14, 2013, Test Report No 7086 (FTL-12087), signed
and sealed by Marlin D. Brinson, P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
prepared by Al Farooq Corporation, dated 02/11/13, 05/20/13 and last revised on JUN
25, 2013, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02 & -04
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Sentry Glass 4 interlayer", expiring on 01/14/17.
2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc,
for their "DuPont Butacite 0 PVB interlayer", expiring on 12/11/16.
3. Notice of Acceptance No. 12-1231. 10 issued to Eastman Chemical Company, (Former
Solutia Inc.) for "Saflex color & clear interlayer", expiring on 05/21/16.
F. STATEMENTS
1. Statement letter of conformance and letter of no financial interest, prepared by Al-Farooq
Corporation, dated 01/25/13, signed and sealed by Javad Ahmad, P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
L Test proposal, dated 08/21/12 approved by Jaime D. Gascon, P.E.
I haq I. Chanda, P.E.
Product Control Examiner
NOA No. 13-0219,07
Expiration Date: July 04, 2018
E-1 Approval Date: Ju1y 04, 2013
TYPI .el EI EVATION
( X )
TABLE 1
DOORS TOAD CAPACITY - PSF
STNGLS DOORS (1T)
DOOR DWS. LAMINATED GLASS
FRAME I LEAF FRAME EXT.(+) WT.(-)
WIDTH WIDTH
HEXitTT
39-9/8' 38-7/8' 98' 89.0 80.0
TYPICAL ELEVATION
(XX )
TABLE 2
DOORS LOAD CAPACITY - PSF
DOUBLE (XX)
DOOR DIMS. LAMINATED GLASS
FRAME I LEAF I FRAME. (,I,).(_)
WIDTH WIDTH HEIGHT
76' _136-7/8-1 88' 1 68.0 1 60.0
NOTE:
COMPLIANCE WITH EGRESS REQUIREMENTS TO BE REVIEWED BY
BLDG. OFFICIAL PER FSC. AS APPLICABLE.
NOTE:
FLM BOLTS AND COFKS MUST BE
ENGAGED TO HEAD ANL) SILL DURNG
PERIODS OF HURRICANE WARNING.
NOTE
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
VCHORS
LES END
'ACE APPLIED
E MUN INS
BE USED
� asmmFb'�Str>tDtlN
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DOORS/SIOELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES 100 ALUMINUM FRENCH DOOR W/ SIDELITES
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE ()00 LEAF DOORS
WITH OR WITHOUT SIDELTTES,
SIDE UTES CAN BE ON ONE OR BOTH SIDES OF ODOR.
SEE TABUS 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES
ON SHEET 1.
SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3.
SEE TABLE 4 FOR SIDEUTE AND SIDE UTE MULLION CAPACITY ON
SHEET 4.
THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION
CAPACITY TABLE WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
IBY OR 28Y WOOD BUCKS BY 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 MATERIA. SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IS USED IN,DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCWDWG BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO
CONTACT WITH OTHER OWM¢hR MATERIALS SHALL MEET THE REQUIREMENTS
OF CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4.
DOOR LEAF HEIGHT - FRAME HEIGHT - 2.250'
DOOR LEAF WIDTH (X DDORS) FRAME WIDTH - 2.750'
DOOR LEAF WIDTH (XX DOORS) _ (FRAME WIDTH - 2.250')/2
D.L.O. HEIGHT - FRAME HEIGHT - 12.250'
D.L.O. WIDTH (X DOORS) FRAME WIDTH - 11.825'
D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 207/2
Iromng no.
W13-03
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ARD
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TYPICAL ELEVATION g
( OXX00 )
(SEE WSTRUOTIONS IN SHEET 3 TO DETERMINE ENTIRE ASSEMBLY DESIGN LOAD RATING)NOTES:
1 c o
. DOORS ARE VIEWED FROM OUTSIDE.
2. FRENCH ODORS WITHOUT INSECT SCREENS.
SIDELITE OPTIONS o
c
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Engn JAWAG AHNAD
M a D..D. DIM FIA. PEAL 70592 'o
D.L.O. HEIGHT (HIGH PROFILE SIDELTTE) - FRAME HEIGHT - 14.375"
D.L.O. WIDTH (LOW PROFILE SIDEUTE) = FRAME WIDTH - 4.50' $
3
D.L.O. WIDTH (SIDELITE) =FRAME WIDTH - 4.875"
D.LO. HEIGHT (DOOR) = FRAME HEIGHT - 12.250" drawing no.
OLD. WIDTH (X DOORS) a FRAME WIDTH — 11.625- wjiol3 W13-03
D.LO. WIDTH (XX DOORS) m (FRAME WIDTH — 20')/2
TABLE 3 42 3/4' 42 3/4' �%.t/
FRA6fE WIDTH FRAME 4410tH c
FRAIWE F 4' VAX H r F co
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Q) NOTE: m ''
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC.
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JU 2 5 2013 sheet 3 of 10
DESIGN LOAD CAPACITY — PSF
STATIONARY
4flDTH F89CHI' PANEL (0)
IHS wcHEs E>R.c+� BJT.<—�
41 3/4 85.0 BOA
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45 82 1/2 BOa 742
48 39.5 89.8
47 3/4 83.0 BOA
42 84.6 798
45 � 80.3 742
4B 88.5 69.8
41 3/4 85.0 SOA
42 80 64.8 78.5
45 Boa 7a2
47 3/4 � 85.0 80A
42 3/4 84.8 ±79.*..5
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LOCK OPTIONS
ACTIVE I Fid•
SURFACE MOUNT DEAD BOLT LOCK
AT 44=-3/4" FROM BOTTOM, KEY OPERATED ON
EXTERIOR AND THUMB TURN ON INTERIOR
FASTEiVED TO ACTIVE LEAF LOCK STILE WITH
2 810-32 X 2. OH MS
2; 88-32 X 1/2' FH MS
LEVER TYPE METALLIC HANDLE AT 38-3/4" FROM
BOTT01J. FASTENED TO AUK LEAF LOCK STILE
WITH C2) 88-32 X 1-1/4' PH MS.
AND (2) 88-32 X 1/2' FH MS
CONCEALED FLUSH BOLTS BY 'REGENT'
MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE.
LOCATED AT 11-1/2' AND 87-1/2' FROM BOTTOM
FASTENSED TO LOCK STILE WITH
88-32 X 1/2' FN MS (2) SCREWS PER SOU
INACTIYF LEeF
CONCEALED FLUSH BOLTS BY 'REGENT'
MANUALLY OPERATED LEVERS MOUNTED ON
INSIDE FACE OF LEAF STILE LOCATED AT
11-1/2' AND 67-1/2' FROM BOTTOM
FASTENED TO LOCK STILE WITH
8B-32 X 1/2' FH MS (2) PER SOLT
39 5/8" 78'
b
ACS LEAF:
4 POINT LOCK SYSTEM BY 7NTEW.00W AT 38 -3/4 -
FROM BOTTOM
HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS
ENGAGING AT HEAD AND SILL
IKEY
NTERIORRATED ON EXTERIOR AND THUMB TURN ON
HANDLE FASTENED TO LOCK SW WITH
(2) 88-32 X Y ON MS
CENTER LACK FASTENED TO LOCK STILE WITH
(2) 812-24 X 1/4' FH MS
INACTIVE LEAF:
CONCEALED FLUSH BOLTS BY 'REGENT'
MANUALLY OPERATED LEVERS MOUNTED ON
INSIDE FACE OF STILE LOCATED AT
I1 -1/Y AND 87-1/2" FROM BOTTOM
FASTENED TO LOCK STILE WITH
88-32 X 1/2' FH TC MS (2) SCREWS PER SOLT
39 5/8' 76"
3/16' HEAT STREWD GLASS
3/16' HEAT STREWD GLASS
3/16" HEAT STREWO GLASS
.090 INTERLAYER
SAFLEX P1B BY 'SOLUIIA'
080 INTERLAYER
BUTACITE PV8 BY 'OUPONT'
.080 INTERLAYER
SENTRYGLAS BY 'OUPONT'
3/16' HEAT STREN'D GLASS
3/16' HEAT STREN'0 GLASS
3/16' HEAT snwi D GLASS
SILICONE
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FROM BOTTOM
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ENGAGING AT HEAD AND SILL
IKEY
NTERIORRATED ON EXTERIOR AND THUMB TURN ON
HANDLE FASTENED TO LOCK SW WITH
(2) 88-32 X Y ON MS
CENTER LACK FASTENED TO LOCK STILE WITH
(2) 812-24 X 1/4' FH MS
INACTIVE LEAF:
CONCEALED FLUSH BOLTS BY 'REGENT'
MANUALLY OPERATED LEVERS MOUNTED ON
INSIDE FACE OF STILE LOCATED AT
I1 -1/Y AND 87-1/2" FROM BOTTOM
FASTENED TO LOCK STILE WITH
88-32 X 1/2' FH TC MS (2) SCREWS PER SOLT
39 5/8' 76"
HINGES:
3-1/2' X 7-5/8' X .122' THX. EXTRUDED ALUM HINGE
PART IFD-107 BY SULINM d& ASSOC.
3 HINGES PER LEAF
AT 9' FROM TOP AND BOTTOM AND AT MIDSPAN
(SPACING NOT TO EXCEED 40' D.C.)
HINGES FASTENED WITH 810 X 1' FH SMS
(8) SCREWS AT HINGE STILE
(6) SCREWS AT FRAME JAMB
3/16' HEAT STREWD GLASS
3/16' HEAT STREWD GLASS
3/16" HEAT STREWO GLASS
.090 INTERLAYER
SAFLEX P1B BY 'SOLUIIA'
080 INTERLAYER
BUTACITE PV8 BY 'OUPONT'
.080 INTERLAYER
SENTRYGLAS BY 'OUPONT'
3/16' HEAT STREN'D GLASS
3/16' HEAT STREN'0 GLASS
3/16' HEAT snwi D GLASS
SILICONE
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PART IFD-107 BY SULINM d& ASSOC.
3 HINGES PER LEAF
AT 9' FROM TOP AND BOTTOM AND AT MIDSPAN
(SPACING NOT TO EXCEED 40' D.C.)
HINGES FASTENED WITH 810 X 1' FH SMS
(8) SCREWS AT HINGE STILE
(6) SCREWS AT FRAME JAMB
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080 INTERLAYER
BUTACITE PV8 BY 'OUPONT'
.080 INTERLAYER
SENTRYGLAS BY 'OUPONT'
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3/16' HEAT STREN'0 GLASS
3/16' HEAT snwi D GLASS
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GLASS
TYPE 'G2'
GLASS TYPE 'G3'
GLAZING DETAIL AT SIDELITE
GLAZING OPTIONS
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PENETRATION DPERAS c PANEI
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WOOD Su
YlOOD STRUCTURE
SEE NOTE SHEET 1
a
xx
WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TMCAL ANCHORS: SEE EIEV. FOR SPA=
1/4" OIA ULTRACON BY O• (F.-177 KSI, Fy-155 KSI)
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1BY BUCKS INTO CONC, OR MASONRY
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
DIRECTLY INTO CONC. OR MASONRY
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
1/4" DIA. TEKS OR SELF DRILLING AT:RFWA (GRADE S CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-)
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY - 2-1/2" MIN
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
CONCRETE AT HEAD. SILL OR 'Aug5 Pc - 3900 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS I m - 2000 PSI MIN.
ANCHORS MAY BE HEX OR FLAT HEAD.
DOOR DETAILS JU2 5 2013
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MIAMI. FLORIDA 33174
TEL (306) 2643100 FAX (306) 2024M