RC-18-2494 (2)Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: RC -9-18-2494 Permit /VR Number: 634604
'^ Q � Permit Type: Building (Residenti4l)
11�i=)M-nj1j Work Classification: Alteration
Permit Status: Approved
issue Date: 10/15/2018 Expiration: 03/18/2019
Location Address Parcel Number Project
55 NE 100 ST, Miami Shores, FL 33138 1132060131420 <NONE>
Contacts
MICHAEL & DOROTHY ESSINGTON Owner MICHAEL & DOROTHY ESSINGTON Applicant
55 NE 100 ST, MIAMI SHORES, FL 33138 55 NE 100 ST, MIAMI SHORES, FL 33138
SPAZIO HOME INC Contractor
JUAN CARLOS ORRIOLS
7715 NW 56 ST, DORAL, FL 33166
Business: 3055824488
Inspection Requests:
Description: REMODEL EXISTING KITCHE=SAME ION. Valuation: $25,000.00 305 762 4949
REMODEL EXISTING BATHROOM IN EXIS
Total Sq Feet: 157.00
Fees
Amount
CCF
$15.00
Cert. of Compl. for Single Fam and Duplx
$50.00
(Manual)
$200.00
CO/CC Fee
$50.00
DBPR Fee
$11.25
DCA Fee
$7.50
Education Surcharge
$5.00
Notary Fee
$5.00
Permit Fee
$750.00
Scanning Fee
$24.00
Technology Fee
$20.00
Total
$937.75
Building Department Copy
Payments Date Paid
Amt Paid
Total Fees
$937.75
Credit Card 10/15/2018
$737.75
Check # 560 09/19/2018
$200.00
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoi i ation is cc ate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore uthorize the ove a d contractor to do the work nstat5 Cow
Authorized Signature: Owner
Date
October 15, 2018 Page 2 of 4
1,
Miami Shores Villa aG g
1 S �
Building Department g 2018
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY•
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 201:4
BUILDING Master Permit No.V-o-((g- '24 q
PERMIT APPLICATION Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL
PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [:] SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 55 P— I oto SiVL�
City: Miami Shores County: Miami Dade zip: 3313
Folio/Parcel#: 1 J*5 201, 01Is the Building Historically Designated: Yes NO �
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): i *V011Phone#:Mb*z.77G' 1jb-")
Address:, _gr,- ) Oo Jl l i -
City: m j ant i 5 ho.Im State: Zip: 3313 8
Tenant/Lessee Name: Phone#:
� 7 r
Email: tf i f�f1Ar _1 P 1
Ss 116444-1 0L
CONTRACTOR: Company Name: aZi 0 Cn n' Yq C-+;z>n Phone#: f 57 -,*A,54 - CTA I
Address��T
City: ,► "& N State: F -I- Zip: -43!
Qualifier Name: �5 CQf LD►' G► Phone#: 95't -.SS14 - Oµ Q/
State Certification or Registration #: t= •n.C. i L-4> 1 J `-'1 Certificate of Competency #:
DESIGNER: Architect/Engineer: 8 ZPhone#:
Address: ��) N W 3 Z"d Gk' , City: M State: 'IF L Zip: 21.3o b 3
Value of Work for this Permit: $ of 6i D Dfio Square/Linear Footage of Work: 116
Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition
p i rl ' SCLVne. LOC Q� l9n
Descri tion of Work: A1C. ��i-i'nA
�(o VY►n.lal OV i G•i-f�n In n�fVe\.n.i,i1 i ✓� o.i tL%i-��./1 A � A /•w �'1� Ll ./1'
Specify color of color=thru tike '
Submittal Fee-$ Pe'rmit,fee"
Scanning Fee $
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Sy CCF $ CO/CC $� C'J
Radon Fee $ DBPR $ Notary $
Training/Education Fee $ Double Fee $
Bond $
TOTAL FEE NOW DUE $ 3-:--? -
4
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning. , , _
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
Y
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 valpe 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. r
SignatureM&4�(2 Signature
OWNER r ENT
The foregoing instrument was acknowledged before me this
dayof ' ..�r'20 by
`�2Sli'C`� �L�SI (c ►.11o1�r? who is personally known to
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of -540 r 20 )R , by
` l ipt4 OJSS ()P -0J o ho is personally known to
me or who has produced VD5ZCy\"'� as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: \`��y0i111(►11► NOTARY PUBLIC:
is
Signz Sign: _
Print: =_Z' o°" y; Print:
• &54760
Seal: %99�'__%ry°,nN o�� Seal: SINDIA ALVAREZ
Z/C ..... OFA �(3\\ a MEXP REST September 3?20223
'••:�oF F�R•� Bonded Thm Notary Public Und..dte.
****************************** **************************************************************************
APPROVED BY w Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Property Search Application - Miami -Dade County Page 1 of 2
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
Property Address:
11-3206-013-1420
55 NE 100 ST
Miami Shores, FL 33138-2314
Owner
MICHAEL P ESSINGTON &W
DOROTHY S ESSINGTON
..........__........ _.__
Mailing Address
55 NE 100 ST
MIAMI SHORES, FL 33138-2314
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
3/2/0
Floors
1
Living Units
1
Actual Area
1,919 Sq.Ft
Living Area
1,919 Sq.Ft
Adjusted Area
1,761 Sq.Ft
Lot Size
11,500 Sq.Ft
Year Built
1938
Assessment Information
Year
2018_!
2017 2016
Land Value
$287,615
$287,615 $287,615
Building Value
$120,397
$120,591 $120,785
XF Value
$3,992
$4,039 $4,087
Market Value
$412,004
$412,245 $412,487
......................... _._
Assessed Value
..............
$186,684
_..__.
$182,8451 $179,085
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes
Assessment
$225,320
$229,400
$233,402
Cap
Reduction
Taxable Value
$161,684
$157,8451
Homestead
Exemption
$25,000
$25,000
$25,000
Second
Exemption
$25,000
$25,000
$25,000
Homestead
Exemption Value $50,000
$50,000
$50.
Taxable Value $136,684
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
IShort Legal Description
MIAMI SHORES SEC 1 AMD PB 10-70
LOT 18&E1/20FLOT 17&W1/2
OF 19 BLK 10
LOT SIZE 100.000 X 115
OR 18087-3796 0498 1
https://www.miamidade.gov/propertysearch/
Generated On : 9/19/
Taxable Value Information
2018: 2017
........... ....... .......
County
Exemption Value
1 $50,000
$50,000
$50.
Taxable Value
$136,684
$132,845
$129.
School Board
Exemption Value
$25,000
$25,000
$25
Taxable Value
$161,684
$157,8451
$154.
City
Exemption Value
$50,000
$50,000
$50.
Taxable Value
$136,684
$132,845
$129
Regional
Exemption Value $50,000
$50,000
$50.
Taxable Value $136,684
$132,845
$129.
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Descriptic
04/01/1998
$156,000
18087-3796
Sales which are qualified
03/01/1995
$76,000
16708-0688
Sales which are qualified
04/01/1988
-. ........ ._ __.._....
02/01/1973
$62,000
... --_.... -___
1 $32,300
13658-0297
.............. __
00000-00000
Other disqualified
.....
Sales which are qualified
9/19/2018
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
CONTRACTORS' REGISTRATION Fax: (305) 756.8972
IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR:
A. XCOPY OF QUALIFIER'S STATE LICENCES
B. - COPY OF LOCAL BUSINESS TAX RECEIPT
C. COPY OF LIABILITY INSURANCE* t � � r
D. �� COPY OF WORKERS COMPENSATION INSURANCE*
(Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit)
IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY:
A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER
B. COPY OF LOCAL BUSINESS TAX RECEIPT
C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL
CONTRACTOR'S TAX RECEIPT.
D. COPY OF LIABILITY INSURACE*
E. COPY OF WORKERS COMPENSATION INSURANCE*
(Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit)
*YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW:
Certificate Holder:
MIAMI SHORES VILLAGE BLDG DEPT
10050 NE 2ND AVE
MIAMI SHORES, FL 33138
Certificate must specify the description of operations or contractor license number.
•ff!•/•■■ffttffffff■■/!tt/1 t/f!f■•///■■■i■■•■/■/t•ffttf•■■■•tf•f■■ff■/■/ft■•■■tf■■!//■•/
BUSINESS NAME:
BUSINESS ADDRESS: T&0_r CITY 'befit STATE 6f ZIP 33 i tic.
BUSINESS PHONE: (�'o �) '5— 92 �y R9 FAX NUMBER (_)
CELL PHONE ( S~ E QUALIFIER'S NAME: e:,( S
i3G
12-(o 16-19
QUALIFIER'S LIG NUMBER:
RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY
FI rich
dL)pr
STATE OF FLORIDA
DEPARTMENT OF BUSINESS 1_I'jDnPI FESSIONAL REGULATION
CONSTRU
THE BUILDI
PROVIS
UNDER THE
TUTES
EXPIRATIMU-A. T � C1 -01-31,2020
Always verify licenses online at MyFloridaLicense.com
Do not alter this document in any form.
This is your license. It is unlawful for anyone other than the licensee to use this document.
005799
Local Business Tax Repcei t
Miami—Dade County, State of Florida
-THIS IS NOT A BILL - DO NOT PAY
7217173
BUSINESS NAME/LOCATION
SPAZIO HOME INC
7715 NW 56TH ST
DORAL FL 33166
L B T
RECEIPT NO.
RENEWAL EXPIRES -
7501377 SEPTEMBER 30, 2019
Must be displayed at place of business
Pursuant to County Code
Chapter 8A - Art. 9 & 10
OWNER
SPAZIO HOME INC SEC. TYPE OF BUSINESS
C/O JUAN ORRIOLS PRES 220 TANGIBLE PERSONAL PROP DLR PAYMENT RECEIVED
BY TAX COLLECTOR
Employee(s) 1 $75.00 08/02/2018
FPPU12-18-006254
permit, or a certification of the holder's qualifications, to do business. HoThis Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license
lder must com I
or nongovernmental regulatory laws and requirements which apply to the business.
Y with any The RECEIPT N0. above must be displayed on all commercial vehicles - Miami -Da a Code Sec 8a-216. Dial
For more information, visit wM—w.miamidade.govAaxcollector
A+C<> CERTIFICATE OF LIABILITY INSURANCE °��„`"” m
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIOHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If do certificate holder is an ADDITIONAL INSURED, the pollcy(las) must be endorsed. H SUBROGATION 13 WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement A staterneW on this certificate does not confer rights to the
certificate holder In lieu of such endomement(s).
PRODUCER
Robert Gonzalez Insurance Agency, Inc
5220 South University Or Suite 105C
Davie FL 33328
INSURED
Spazio Home Inc
7515 SW 124th ST
Gigi Rodriguez
Florida Farm Bureau
954-680-9110
I Miami FL 33156 ; piMMF . J I
rnVC0Ar_9:c r.F0TICI1%ATG MIJURFR• RFM_gWW A1111FIFR*
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
TYPE OF INSLIRANCEADOLSUOR
POLICY EFF
EXP
Lam
A
COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE ® OCCUR
X
CPP 9525778
01/18t2018
01/18/2019
EACH OCCURRENT S 1,000,000.00
DAMAGEi T6RL�tf1_ e S 50,000.00
MED EXP ons S 5,000.00
PERSONAL a ADV INJURY 1 1,000.000•00
GENL AGGREGATE LIMIT APPLIES PER:
POUCY El SECT F --]Loc
OTHER.
GENERAL AGGREGATE S 2,000,000.00
PRODUCTS-COMPtOPAGG S 2,000,000.00
$
A
AUTOMoeaE LIABILITY
" ANY AUTO
ALLOWNED SCHEDULED
HIRED AUTOS AUTOS
NON -OWNED
AUTOS
AB 1340298
01/18/2018
01/16/2019
LIMIT S 300_000.00
BODILY INJURY (PK porton) S
BODILY INJURY(P�aodderl) SAU ---
$
s
I
UMBRELLA LIAROCCUR
EXCESSLIAB
CLAIMS -MADE
EACH OCCURRENCE S
AGGREGATE S
DEC) I I RETENTIONS
S
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
ANY PROPRIETORIPARTNER/EXECUTIVE Ya
OFFICERIMEMBER EXCLUDED?
IMandatory In NH)
II yos, d PcM wdw
DESCRIPTION RATIOS S below
NIA
•R
-�T --
E.L. EACH ACCIDENT S
E.L. DISEASE -EA EMPLOYE $
E.L. DISEASE •POLICY LIMIT S
i
i
DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101, Addltbnal Remarks Schedule, may be atachsd it mon space Is required)
CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INSURED
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE ?MILL. BE DELIVERED IN
Miami Shores Village Bldg Dept ACCORDANCE WITH THE POLICY PROVISIONS'
10050 NE 2nd AVe AUTHORIZED REPRESENTATIVE
Miami Shores, FL 33138 A-
W 19W-ZD14 AGVKD GVKPUKA i nm, All rlgnls reserves.
ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD
ion w�
JEFF ATWATER
CHIEF FINANCIAL OFFICER STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
* * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law.
EFFECTIVE DATE: 2/14/2017 EXPIRATION DATE: 2/14/2019
PERSON: ORRIOLS JUAN C
FEIN: 814646179
BUSINESS NAME AND ADDRESS:
SPAZIO HOME INC
7515 SW 124TH STREET
PINECREST FL 33156
SCOPES OF BUSINESS OR TRADE:
LICENSED BUILDING
CONTRACTOR
Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section
may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only
within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be
exempt and certificates of efection to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate,
the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a
DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609
MIAMI.DADE vIL�N1I-JAllI CUUN'IX
MRPRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC EE 11805 SW 26 Street. Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE ( www.miamidade.gov/economy
Eco Window Systems, LLC Vi'•
8502 NNW 80 Street
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable ru emulations governing the use of construction
materials. The documentation submitted has been rev ed 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 (A14J).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) anti/or the AHJ (in areas other that. 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 AJIJ may
immediately revoke, modify, or suspend the use of such product or material withijl their jurisd%g4.* RLR• .....
reserves the right to revoke this acceptance, if it is determined by Miami-Dade'Ceunty Proeluct Control
Section that this product or material fails to meet the requirements of the applicable•l,• kr kng coce,: • • • *00*:*
This product is approved as described herein, and has been designed to comply 'Mi" ilfe Florida -Building: • • • •
Code, including the High Velocity Hurricane Zone. • • • • • • � • • • � • • •
DESCRIPTION: Series "Eco -Guard 200" Aluminum Horizontal Rolling Wintjgly, � � .M.I, � � , � � � � •
APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco -Guard Series-200•Alinn Horiz".e.Uiuig *--o:*
Wdw. (L.M.I.)" sheets I through 7 of 7, dated 02/24/09. with revision F dated 10,1IM*7.* prepared b}+AI- •,
Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miarui-D'ade Cdunty ErAckkl **9669
Control Revision stamp with the Notice of Acceptance number and expiration date %, t[iami
le�-Dade :0009:
County Product Control Section. • • •
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
L-BELING: Each unit shat 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, andior manufacture of the product or process. Misuse of this NOA as an endorsement
of ary 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 he 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# 15-0728.05 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 Sifang Zhao, P.E.
2. t NOA No. 17-1102.23
G'e r✓`�f �� Expiration Date: May 27, 2019
Approval Date: January 11, 2018
Page I
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA#09-0312.08)
2. 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 F dated 10/19/17,
prepared by A]-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'y Forced Entry Test. per FBC 24113.2.1, and TAS 202-91.0
along with marked -up drawings and installation diagram of an aluirinum 1io6iodta1
sliding window, prepared by Fenestration Testing Laboratory, inc.,Vest RgpQrt•Nlo.
FTU -7635, dated 12/09/ 14, signed and sealed by Marlin D. Brig' 907P.E. 0900
(Submitted unde;,K4. #14-0,31 �V-1)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94.0.009 ;00.00
2) Uniform Static Air Pressure Test, 'Loading pmvFBC TAF, 28i-94
3) Water Resistance Test, per FBC, TAS 202-94 • • •' • •
4) Forced Entry Test, per FBC 2411 3.2.1, TAtONN94
along with marked -up drawings and installation diagram of a %OX alumin:Ait• e •
horizontal sliding window, prepared by Hurricane Engineering B:.Teaeting, huL.,.Test
Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by CandiJo e e ont,
P.E. (Submitted tinder NOA#09-0312.08)
3. pest reports on: 1) Large Missile Impact "nest per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading, per FBC, TAS 203-91t
alone with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HE1'1-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted under AOA#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 a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Laic., Test
Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted under NO4#09-0312.08)
E-1
0000.
0000.
0000..
0000..
0000..
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1102.23
Expiration Date: May 27, 2019
Approval Date: January 11, 2018
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. 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 FISC, TAS 202-94
4) Forced Entry Test, per FBC 2411 3.2.1, 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 2V0.4 #09-0312.08)
6. 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 aiuminu"••
horizontal sliding window, prepared by Hurricane Engineering.& Testing, inc,.-lest
Report No. HETI-08-2228B, dated 01/15/09, signed and sealel-b d6dit t- Font,
P.E. (Submitted undeeAld4"9-037708)
7. Test reports on: 1) Large Missile Impact Test per FBG TAS 201 �� • •
2) Cyclic grind Pressure Loading per FBC, TAN. "V) 94
along with marked -up drawings and installation diagram of a X40'4c4uminuun•.
horizontal sliding window, prepared by Hurricane Engineering'& Ttdsting, Iht!,'Test
Report No. HETI-08-2229, dated 01/15/09, signed and sealed VveteaLdido F. cont,
P.E. (Submitted under•ND,J 409-f1.1.2• 86)
S. Test reports on.: 1) Large Missile Impact Test per FBC, TAS 211$4: .. .
. .
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. (Submitted under NO_4409-0312.08)
9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, 'IAS 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. (Subtritted under N0,4#09-0312.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5r'
Edition (2014), dated 07/08/15, complying with FBC 6" Edition (2017), dated
10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
11
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1102.23
Expiration Date: May 27, 2019
Approval Date: January 11, 2018
E-2
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. NIATERLAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol@ Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring
on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas� (Clear and White) Glass Interlavers" dated 06/25/15, expiring on
07/04/ 18.
F. STATEMENTS 0060
1. Statement letter of confonnance, complying with FBC 51'' Edition (2014), with JXC 6'h .....
Edition (2017). and of no financial interest, dated October 1271417-prepgr�d•�y Al- •�
Farooq Corporation, signed and sealed by- Javad Ahmad- P.E. """ • • • • • • • • • •
0000•.
0000..
0000
• • •00.00
G. OTHER 0000 99.90
1. Notice of Acceptance No. 15-0728.05; issued to Eco Window 5_-flie�.s, LLC feytheir 9000.'
Series "Eco -Guard 200" Aluminum Horizontal Rolling Windov- L'1\41".•3�?1hUved 06.9;9
on 09/03/15 and expiring on 05/27/19. '
. . . . 0000..
0000..
0
. 0000..
•. •
�4,q Uk
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1102.23
Expiration Date: May 27, 2019
Approval Date: January 11, 2018
E-3
72"
WINDOW WIDTH
3 1/2" MAX.
HEAD/SILL3
CORNERS
I I 1 �I
�I
111"
WINDOW WIDTH
(2) ANCHORS AT MTG. STILE ENDS TYP.
(4) ANCHORS REQD. FOR SIZES AND LOADS
MARKED WITH ';' ON SHEET 2 ONLY
N 10 5/8" MAX. 4"
4" xm W 3 1 /2" MAX. HEAD/SILL 3" Mw
ZHEAD/SILL q CORNERS ¢ 0
;n � o CORNERS 3 ,o v
--r-I��
it li
II II
DOW CORNING 899
a
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/ I
it I;
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=
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II II
M
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l li
=-�T-LJ
m LO
z n
II II
II
Z
7
II
I I
>
II
�
II
I I
�I
111"
WINDOW WIDTH
(2) ANCHORS AT MTG. STILE ENDS TYP.
(4) ANCHORS REQD. FOR SIZES AND LOADS
MARKED WITH ';' ON SHEET 2 ONLY
N 10 5/8" MAX. 4"
4" xm W 3 1 /2" MAX. HEAD/SILL 3" Mw
ZHEAD/SILL q CORNERS ¢ 0
;n � o CORNERS 3 ,o v
--r-I��
it li
II II
DOW CORNING 899
a
I I
I 4
/ I
a 'v)0
m
===!I 1c --
=
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z n
II II
II
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7
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3
I �
FALSE MUNTINS 31 1/4" 32 3/4" I FALSE MUNTINS
(SURFACE APPLIED) (SURFACE APPLIED)
MAY BE USED D.L. OPG. D.L. OPG. MAY BE USED
35 3/8"
VENT WIDTH
TYPICAL ELEVATIONS
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
1/8" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
1/8" HEAT STREN'D. GLASS
SILICONE
II II
DOW CORNING 899
a
GE SCS 2000
===!I 1c --
i
II II
II �II
I I
II
II II
II II
I I
II
C^
V
II
it li
rn
AT 1/4 POINTS ON LITES
29 WIDER THAN 36" ONLY
GLASS TYPE 'A'
1/8" HEAT STREN'D. GLASS
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
1/8" HEAT STREN'D. GLASS
SILICONE
DOW CORNING 899
GE SCS 2000
29 AT 1/4 POINTS ON LITES
WIDER THAN 36" ONLY
GLASS TYPE 'B'
GLAZING OPTIONS
II ^,I
II II
===!I 1c --
II II
II �II
I I
II
II II
II II
I I
II
C^
V
II
it li
II
il- —1
9
3
32 3/4" 32 3/4" -DECO—GUARD SERIES -200
D.L. OPG. D.L. OPG. ALUMINUM HORIZONTAL ROLLING WINDOW
36 7/8" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
VENT WIDTH CHARTS SHOWN ON SHEETS 2.
TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED.
1/8" HEAT STREWD. GLASS
5/16" AIR SPACE
1/8" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
1/8" HEAT STREWD. GLASS
CARDINAL XL
DG STEEL ST
SILICONE
DOW 899
AT 1/4 POINTS
29 ALL SIZES
GLASS TYPE 'C'
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
IBY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
,I WATER INFILTRATION RESISTANCE ETC.
I: I. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL. ``11116161! frY�
SETTING BLOCKS AT z._-•;:.<..,:;:
LAM. GLASS AND INSUL. LAM. GLASS"-
NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS sy
VL)
U
w
n_
I
rn
Z � rv0• 3
O Z
N Q
N
I
O0
` "��' a
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C0 --M o
O aco
O
!A 0
Q
Ii1 ZN
^
LL Z N r - o
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Q W Q1 I-
N
� U N
J I
• ao
cam• yLO
••y
W •�
ice+• N I j
w
•
BE
U}td••
o O o��.
N
0 ooLjo
W Z LL_
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a �J
c� •
w oo 2' •w
(sheet 1 of 7j
A = NO. OF ANCHORS PER HEAD & SILL
(} = NO. OF ANCHORS PER JAMB
* MAX. LOAD FOR THESE SIZES IS -90.0 PSF
WITH (4) ANCHORS AT MTG. STILE ENDS
LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS
'XO OR OX'
DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES)
CAPACITY -
WINDOW DIMS.
A
W/O
GLASS
'A'
EXT.(+)
REINF.
TYPE
INT.(-)
GLASS
'B'
EXT.(+)
WITH
TYPE
INT.(-)
REINF.
GLASS
'C'
EXT.(+)
TYPE
INT.(-)
WIDTH
HEIGHT
26-1/2"
37"
53-1/8"
74"
26"
(3)
4
70.0
80.0
80.0
90.0
70.0
80.0
4 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
26-1/2-
37"
53-1/8"
74"
38-3/8"
(4)
4
70.0
80.0
80.0
90.0
70.0
80.0
4 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
8 70.0 1 80.0 80.0 90.0 70.0
80.0
26-1/2"
37"
53-1/8-
74"
50-5/8"
(5)
4
70.0
80.0
80.0
90.0
70.0
80.0
4 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
8 70.0 80.0 80.0 90.0 70.0
80.0
26-1/2-
37"
53-1/8"
74"
63"
(6)
4
70.0
80.0
80.0
90.0
70.0
80.0
4 68.9 77.5 80.0 90.0 70.0
80.0
6 70.0 70.0 80.0 90.0 70.0
80.0
8 70.0 70.0 80.0 80.4 * 70.0
80.0
24"
36"
48"
60"
72"
23)
4
70.0
80.0
80.0
90.0
70.0
80.0
4 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
8 70.0 80.0 80.0 90.0 70.0
80.0
24"
36"
48"
60"
72"
(4)
4
70.0
80.0
80.0
90.0
70.0
80.0
4 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
8 70.0 80.0 80.0 90.0 70.0
80.0
24"
36"
48"
60"
72"
45)
4
70.0
80.0
80.0
90.0
70.0
80.0
4 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 80.0 80.0 90.0 70.0
80.0
8 70.0 80.0 80.0 90.0 70.0
80.0
24"
36"
48"
60"
72"
Ou
(6)
4
70.0
80.0
80.0
90.0
70.0
80.0
4 70.0 80.0 80.0 90.0 70.0
80.0
6 70.0 70.0 80.0 90.0 70.0
80.0
6 70.0 70.0 80.0 90.0 70.0
80.0
8 F70.0 70.0 80.0 87.6 * 70.0
80.0
A = NO. OF ANCHORS PER HEAD & SILL
(} = NO. OF ANCHORS PER JAMB
* MAX. LOAD FOR THESE SIZES IS -90.0 PSF
WITH (4) ANCHORS AT MTG. STILE ENDS
LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS
'XO OR OX'
A = NO. OF ANCHORS PER HEAD & SILL
() = NO. OF ANCHORS PER JAMB
* MAX. LOAD FOR THESE SIZES IS --90.0 PSF
WITH (4) ANCHORS AT MTG. STILE ENDS
(1/3W)
DESIGN LOAD
CAPACITY -
PSF (XOX SIZES)
WINDOW DIMS.
A
W/O
GLASS
`A'
EXT.(+)
REINF.
TYPE
INT.(-)
GLASS
`B'
EXT.(+)
WITH
TYPE
INT.(-)
REINF.
GLASS
'C'
EXT.(+)
TYPE
INT.(-)
WIDTH
HEIGHT
74"
106-1/4"
ill"
26„
(3)
9
70.0
80.0
80.0
90.0
70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
74"
106-1/4"
111 °
38-3/8"
(4)
9
70.0
80.0
80.0
90.0
70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 1 80.0 90.0 70.0
80.0
74"
106-1/4-
ill*
50-5/8"
(5)
9
70.0
80.0
80.0
90.0
70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
74"
106-1/4"
66)
9
70.0
70.0
80.0
90.0
70.0
80.0
12 70.0 70.0 80.0 82.6 * 70.0
80.0
12 70.0 70.0 80.0 80.4 * 70.0
80.0
72"
64"
96"
108"
24"
(3)
9
70.0
80.0
80.0
90.0
70.0
80.0
9 70.0 80.0 80.0 ' 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
72"
84"
96"
108"
36"
(4)
9
70.0 1
80.0
80.0
90.0
70.0
80.0
9 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
72"
84"
96"
108"
48"
(5)
9
70.0
80.0
80.0
90.0
70.0
80.0
9 70.0 80.0 80.0 I 90.0 70.0
80.0
12 70.0 80.0 80.0 90.0 70.0 1
80.0
12 70.0 80.0 80.0 90.0 70.0
80.0
72"
84"
96"
108"
60"
(6)
9
70.0
70.0
80.0
90.0
70.0
80.0
9 70.0 70.0 80.0 90.0 70.0
80.0
12 1 70.0 70.0 80.0 90.0 * 70.0
80.0
12 1 70.0 70.0 80.0 87.6 * 70.0
80.0
A = NO. OF ANCHORS PER HEAD & SILL
() = NO. OF ANCHORS PER JAMB
* MAX. LOAD FOR THESE SIZES IS --90.0 PSF
WITH (4) ANCHORS AT MTG. STILE ENDS
(1/3W)
(1/3W)
(1/3W)
PSF (XOX SIZES)
WINDOW DIMS.
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
U40
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 3 FOR DETAIL.
A = NO. OF ANCHORS PER HEAD & SILL
( ) = NO. OF ANCHORS PER JAMB
(1/4W)
DESIGN LOAD
CAPACITY -
PSF (XOX SIZES)
WINDOW DIMS.
A
W/O
REINF.
• •
WITH
REINF.
••
GLASS TYPE GLASS TYPE GLASS
'A' B'
TYPE
C'
WIDTH
HEIGHT
EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+)
INT.(-)
74"
106-1/4"
ill"
26"
(3)
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0 80.0 80.0 90.0 70.0
8010
12
70.0 80.0 80.0 90.0 70.0
80.0
74"38-3/8"
106-1/4"
111"
(4)
9
70.0
80.0
80.0
90.0
70.0
80.0
12
- - 80.0 90.0 1 70.0
80.0
12
- - 80.0 90.0 70.0
80.0
74"
50-5/8"
(5)
9
70.0
80.0
80.0
90.0
70.0
80.0
74"
63"
(6)
9
70.0
70.0
80.0
90.0
70.0
80.0
72"
84"
96"
108"
24"
(3)
9
70.0
80.0
80.0
90.0
70.0
80.0
9
70.0 80.0 80.0 90.0 70.0
80.0
12
70.0 80.0 80.0 90.0 70.0
80.0
12
70.0 80.0 80.0 90.0 70.0
80.0
72"
84"
96"
108"
36"
(4)
9
70.0
80.0
80.0
90.0
70.0
80.0
9
70.0 80.0 80.0 90.0 70.0
80.0
12
70.0 80.0 80.0 90.0 70.0
80.0
- - 80.0 90.Q 70.0
80.0
72"
84"
96"
'48.9
(5)
70.0
80.0
80.0
90.0
70.0
80.0
9
70.0 70.0 80.0 90.0 70.0
80.0
12
70.0 70.0 80.0 90.0 70.0
80.0
72"
60"
(6)
9
70.0
70.0
80.0
90.0
70.0
80.0
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 3 FOR DETAIL.
A = NO. OF ANCHORS PER HEAD & SILL
( ) = NO. OF ANCHORS PER JAMB
(1/4W)
(1/2W)
(1/4W)
i
••.
•
�i
OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
V0
W
Cqi
rn
Z 03
0ko
os
M N Q
Q IL "q
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• •
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•
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• •8
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Z U- 00
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•
•
• •
ZU•0
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a ..
dP w• J
O
W
-
W 00 i
'XOX'
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
`\v11\1E lllddd7''
Op
\ J
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r+ t'
t TATS OF
,46 a
mm
N M a 47 l
N v o 0 0 6
drawing no.
W09-12
sheet 2 of
- TYPICAL ANCHORS b
1B SEE ELEV. w
WOOD BUCK FOR SPACING EDG DIST. � N
METAL
d " .e o. EDGC.. DIST:' EDGE DIST. STRUCTURE MIAMI—DADE COUNTY APPROVED m � 0
„ MULLION & MULLION ANCHORS p Z �.
° ,. SEE SEPARATE NOA � I o Z M I z
EDGE DIST. m 0 F w m a
N
-- 0 W N
O m
l9 � aN �� 0�tnvq
ti
19 ci0Wm
ud
0'0m 0
1 0 IL G .�
9 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 0 N 0
I SEE ELEV. SEE ELEV. SEE ELEV. d1: Z
LU
I is r. FOR SPACING FOR SPACING FOR SPACING Z rn 0
I II II II it O L ..
I III� i "� ZOZOQ —1
I II II h h Q lad Om1 � IW—
ii WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM _ N
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
i1 II i J U CD
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
ii i': i! WEEPHOLES: V)
1f 4" DIA. ULTRACON BY ELCO (Fu-177 KSI, Fy=155 KSI) • o g • •,�
W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END INTO 2BY WOOD BUCKS OR WOOD STRUCTURES " 0% UJ ••��
F {1; ii i1 it .i AND 37" O.C. MAX. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)••• g U)
�•U) w •�
X
a I: II i1 it .i • h«9tD• •
i I U-1 SEALANT: THRU 1 BY BUCKS INTO CONC. OR BLOCKS .. W10
_ O = 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ••• �'
a � W � ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
0 o F i z 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) •• •� O
Z iia i Ii JOINT SEALER. t5
• • • I 0 0
LO
W I it i DIRECTLY INTO CONCRETE OR BLOCKS • _Z LL_ °c
oo
i1 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 0 "' •
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) •. O e.L_j •v
ca
X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) c_;- W 55
l i !i ii INTO MIAMI-DADE COUNTY APPROVED MULLIONS
ii ii ii i! i! OR
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
E� I II IInmm
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) W
9
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) N a s o
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o 0 0 0 0
it it li li OO cl
<
TYPICAL EDGE DISTANC
N�
2 NOf
N� INTO CONCRETE AND MASONRY = 2-1/2" MIN. °� < 5 a
U
UJ
INTO WOOD STRUCTURE = 1 " MIN.
w a u N INTO METAL STRUCTURE = 3/4" MIN.
O s Q t5 y
B I 13 M 3 N >o =g X WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 0 o
w o a c� CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 0 0 0
I 3 V' `` J N o v (n C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. BOLL,w w
26
pp A�4f
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e j I TYPICAL ANCHORS TYPICAL ANCHORS A-`•et;F''c.�tt
BY
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FORSPACING WOOD BUCK FOR SPACING •
w1a �� • ®diso�.•��®.`� W09— 1 2
EDGE DIST, i.,;2s;3i ., N��
EDGE DIST. _I c.n y.. ct^Writ�3 �// ® �\
//ddlllle��� sheet 3 of 7
••9.••
•
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•9•••9
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0•.•09
1/4* MAX. U 0
SHIMS cwv
1/4' MAX.
SHIM O O O 1
5 WOOD BUCKS Z � � �
21 8 7 0 M z
17 'TYPICAL ANCHORS f" W toTYPICAL ANCHORS ° SEE ELEV. a to d
SEE ELEV. °. FOR SPACING a e a 2
FOR SPACING - _ -_ _ _ _ = 25 O O9 O ` U
N
ri
N 17 20 1 1 f4" 0 j W
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0 ----- SCREEN OPT.------- _ — -- �ii a m �
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4 STEEL REINFORCING 11
17
12 ° z N LL o
METAL AS REQD. a t O
STRUCTURE SEE SHEET 2 FOR CAPACITY v J Z Q
WINDOW WIDTH a O ~
XO LAYOUT
N
O
U m
1/4" MAX. 3 In -1 ull
VENT WIDTH VENT WIDTH SHIMS ro
1 /4" MAX. C,
Rn
SHIM D.L. OPG. D.L OPG. 1 BY a
C WOOD BUCKS & W
20
TYPICAL ANCHORS • i) LA L•
} X••••
17T v ' SEE ELEV. • . N
m U v . FOR SPACING £; �Q • • •
mo ct 1 /2" _ _ - _ - - - 25 = - - _ _ - _ . • �. 3 L•.
--_ _ ---_ ---- •• Q
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20 27 --— vo w i w W��yW-
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g t7 w ••• •
4 11 12 D.L. OPG. STEEL REINFORCING a • • • •
\AS REQD.
EXTERIOR SEE SHEET 2 FOR CAPACITY v P
WINDOW WIDTHU. m
a
TYPICAL ANCHORS XOX LAYOUT
1.0
W Z N N
SEE ELEV.
- o 0 0
FOR SPACING ¢ ao In
yz a
a a a
MIAMI—DADE COUNTY
APPROVED MULLION TYPICAL ANCHORS
SEE SEPARATE NOA SEE ELEV. FOR SPACING
W�,2
cy
N Q
No
70592
----SCREEN OPT.°u
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dddPlllf4{�� sheet 4 of 7
EDGE DIST
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
o .
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
METAL
STRUCTURE EDGE
DIST.
MIAMICOUNTY APPROVED
MULLION ION & & MULLION ANCHORS
VI 1
SEE SEPARATE NOA
II
EDGE
TYPICAL ANCHORSTYPICAL ANCHORS
SEE ELEV. SEE ELEV.
FOR SPACING FOR SPACING
1/4" MAX.
SHIMS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER
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I Oi FRAME HEAD
ilKiZ31
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1.140 _T --1.s10
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3.876
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2.750
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LO MOV. FRAME JAMB
O VENT TOP/BOTTOM RAIL STEEL REINFORCING
-2.095---1.519 130
1.250 T__-
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2.246
1.140 1.047 I 1.047
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I21 s 1 o GLAZING BEADS o�
l-- 1.344 --P1
OS JAMB STILE
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7O MEETING RAIL
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171.202
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PART $
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FIXED FRAME JAMB
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�2.611�
28 FLUSH FRAME ADAPTER
ITEM
PART $
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
FY201
1
FRAME HEAD
6063-T6
-
2
FY202
1
FRAME SILL
6063-T6
-
3
FY203
1
SILL TRACK INSERT
6063-T6
-
4
FY205
AS READ,
MOV. FRAME JAMB
6063-T6
-
5
FY101
AS READ.
FIXED FRAME JAMB
6063-T6
-
6
FY104
1/ VENT
FIXED MTG. RAIL
6063-T6
-
7
FY105
1/ VENT
VENT INTERLOCK
6063-T6
-
8
FY206
1/ VENT
JAMB STILE
6063-T6
-
9
FY107
2/ VENT
TOP AND BOTTOM RAIL
6063-T6
-
10
FY10B
AS REQD.
GLAZING BEAD (LAM. GLASS)
6063-T6
-
10A
FY110
AS REQD.
GLAZING BEAD (INSUL. LAM. GLASS)
6063-T6
-
11
-
AS REQD.
REINFORCING BAR
STEEL
-
12
-
AS REQD.
REINFORCING BAR
STEEL
-
13
FY204
AS RTEQD.
ADD-ON SILL RISER
6063-T6
USE AS REQD.
14
FY208
4/ VENT
ROLLER HOUSING & GUIDE
CELCON
15
FY209
2/ VENT
ROLLER
BRASS
-
16
FY210
2/ VENT
ROLLER PIN
ST. STEEL
-
17
#8 X 1"
AS REQD.
FRAME/VENT ASSEMBLY SCREWS
CRS
P.H. SMS
18
#8 X 3"
2/ VENT
FIX. RAIL SILL SCREWS (SILL END)
CRS
P.H. SMS
19
W23181
AS REQD.
FIN SEAL W'STRIPPING
-
ULTRAFAB
20
Q300T190
AS READ.
BULB SEAL
Q-LON
SCHLEGEL
21
E207
AS REQD.
BULB SEAL
SANTOPRENE
ULTRAFAB, DUROMETER 65±5
22
E203
AS REQD.
GLAZING BEAD BULB
SANTOPRENE
ULTRAFAB, DUROMETER 65±5
23
FLB-50
AS REQD.
GLASS SPACER
SILICONE
FRANK LOWE
24
SL203P
2/ VENT
SWEEP LATCH
-
SULLIVAN & ASSOC. •
25
#8 X 1/8"
2/ LATCH
LATCH INST. SCREW
ST. STEEL
OH SMS •
26
WA2L
2/ WDW.
WEEP VALVE
-
PREFERRED ENG. PRODUCA*
27
-
1/ VENT
5/16" BOX SCREEN
-
OPTIONAL
28
FY120
-
FLUSH FRAME ADAPTER
6063-T6
OPTIONAL '•
29
-
2/ LITE
I SETTING BLOCK
EPDM
DUROMETER 80±5 SHORE ,A•
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