Ws-19-1968Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: WS -08.19-1966
Permit Type: � inflows/Shatters
Work Ctassifrcatioa: Door Replacement
Permit Status: Approved
Issue Date: 09/24/2019 Expiration: 03/23/2020
Location Address Parcel Number
1310 NE 105TH ST, Miami Shores, FL 33138 1122320810001
Contacts
STACEY B BANICK TRS Owner DREAMSCAPE CONSTRUCTION LLC Contractor
JEROMIE LEE HAUGEN
1737 N 16 CT, HOLLYWOOD, FL 33020
Business: 7869702299
Description: REPLACEMENT OF FRONT DOOR Valuation: $ 1,865.00 Inspection Requests:
162-4949
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.20
Copies Fee (Manual)
$3.95
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.40
Scanning Fee
$9.00
Technology Fee
$2.75
Windows/Shutters Fee
$60.00
Total:
$131.30
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$131.30
Credit Card
09/24/2019 $131.30
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 foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize the above named contractpr--to'dp.the work stated.,
Authorized Signature: Owner / Applicant / Contractor /i'Agent
Date
September 24, 2019 Page 2 of 2
BUILDING
PERMIT APPLICATION
Miami Shores Village REc�-,v
Eo
Building Department A16 962d19
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
®BUILDING ❑ ELECTRIC ❑ ROOFING
F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS
JOB ADDRESS: 1310 NE 105th Street
FBC 201-1`
Master Permit No.\ V S -Of—
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City: Miami Shores County: Miami Dade Zip: 33138
Folio/Parcel#: 11-2232-081-0080 Is the Building Historically Designated: Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: AE BFE: FFE:.
Stacey B Banick TRS, Stacey B Banick Revocable Trust 305-992-0550
OWNER: Name (Fee Simple Titleholder): Phone#:
Address:
1310 NE 105th Street
City: Miami Shores State: FL Zip: 33138
Tenant/Lessee Name: N/A Phone#:
Email: staceybba@gmail.com
CONTRACTOR: Company Name,- Ce:NPN f'CArt?' e_ Cey'S+CUC-*-VCSVN Phone(j_-W�
Address: 0*33- ti �� L
City: Ao(tyw" State:/ zip: 33b2o
Qualifier Name: Ag 26 J ` ° .� ero 1,nl e I-� r/a/,n Phone#:
State Certification or Registration #:
SCC1311,5
of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ .$ 6 5-0 o Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work: Replacement of front door with impact door
Specify color of color thru tile:
Submittal Fee $ AA Permit Fee $ 1 i) CCF $ I • AO CO/CC $
Scanning Fee $ I • 00 Radon Fee $ 00 DBPR $ �' 0Q Notary $
Technology Fee $ 01-15 Training/Education Fee $ 0 • q0 Double Fee $
3 S Bond $ 2 //��
(02t k1 TOTAL FEE NOW DUE $ IJ • 3)Q
(Revised02/24/2014) y� � / /�
aLa t l J `� C—L _ &V\/
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable) Wells Fargo Bank, N.A.
Mortgage Lender's Address 2323 Overland Avenue
Zip
City Billings State Montana Zip 59102
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be -performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OV ER or AGENT
The fo!regoing instrument was acknowledged before me this
t day of—MA by
w o �personallyto
me or who has produced as
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
day of ��� 20 1 C1 by
<_ \Aq� �J(1 , who ipersonal)known
me or who has produced
as
identification and who did take an oath. identification and who did take an oath.
NOTARY PU IC: NOTARY PUBLIC:
Sign: Sign: � ^' w
Print: Print: s
Seal: A" ~.,ss JEANETTERUIZ
Seal:
OMMISSION # GG 070824 P.rs"N Notary Public State of Florida
�o:= EXPIRES: Fabn�ary 7, 2021 Lizett Acosta
a, p NP Bor ted Tlxu Notary Public UMenv"ers w , * My Commission GG 313521
p w Expires 03/18/2023
YH
ra
APPROVED BY Plans Examiner Zoning
Structural Review
(Revised02/24/2014)
Clerk
SHORES WATERSIDE VILLAS
Condominium Association, Inc.
Miami Shores, Florida 33138
June 10, 2019
Re: Replacement of Existing Front Door
To Whom It May Concern:
This letter serves as notification that Stacey Banick, owner of 1310 NE 105th Street,
Miami Shores, Florida 33138, has the approval of the Association to replace existing front door
with one that is impact resistant.
Si
Si-accy 6 64^,,c -k
13-10 'Nr-- 105*"
M 1'#,, m I Sl ore -r 33 13f
RECEIVED,
AUG 2 6 2019 i -y/
-V .51)(S\
CP
<
Lli
r�
<
Lu
LL
-j
FLORIDA BUILDING CODE, 6th Edition j40j7f J•A§4E�-•14 •:•
WORST CASE DESIGN PRESSURE CHART FOf CQ4v1ePN NIS ,NDC;LAQDING
For Buildings with a Mean Roof Height of 60 Feet or Less
AGey $etw; c.K
11mo Ne,1as sr
tv,O-mei 5mre-S 331-W
• . . .. . •
DESIGN PRESSURES FOR INTERIOR ZONEScin !;: l • • • • • i :DbSIGN PRESSURES FOR EXTERIOR ZONES ("Zone .5")
Mean Roof
• • • • •
Tributary Area (sq. ft) is • • • •
Height
10
(K)
10
15
20
25
30
35
40
45
50
15
40.139.0
37.7
38.2
37.7
37.2
36.8
MW
• 36.1
•35.9
-51.5
-43.4
-42.4
-41.6
-41.1
-40.6
-40.2
.8•
5
• .3
16
40.6
39.5
38.8
38.2
37.7
37.3
369
: 386
- 364
-52.2
-44.0
-43.0
-42.2
-41.6
-41.1
-40.7
e 40.4
•-4a 1
•39.8
17
41.1
40.0
39.3
38.7
38.2
37.8
37.4
37.1
36.8
-52.9
44.6
43.5
42.8
-42.2
41.7
41.3
40.9
40.6
40.3
18
41.6
40.5
39.7
39.1
38.6
38.2
37.9
37.5
37.3
-53.5
45.1
44.0
43.3
42.7
42.2
41.8
41.4
41.1
40.8
19
42.141.0
39.6
40.2
39.6
39.1
38.7
38.3
38.0
37.7
-54.1
-45.7
44.6
43.8
43.2
-42.7
-42.2
41.9
41.5
41.3
20
42.6
41.4
40.6
40.0
39.5
39.1
38.7
38.4
38.1
-54.7
46.2
45.0
44.2
43.6
-43.1
42.7
42.3
42.0
41.7
22
43.4
42.3
41.5
40.8
40.3
39.9
39.5
39.2
38.9
-55.8
47.1
45.9
45.1
44.5
44.0
43.6
1 43.2
42.8
42.6
24
44.2
43.1
42.2
41.6
41.1
40.6
40.2
39.9
39.6
-56.9
48.0
46.8
-46.0
45.3
44.8
44.4
44.0
43.6
-43.3
26
45.0
43.8
42.9
42.3
41.8
41.3
40.9
40.6
40.3
-57.8
48.8
47.6
46.8
-46.1
-45.6
45.1
44.7
44.4
44.1
28
45.7
44.5
43.6
43.0
42.4
42.0
41.6
41.240.9
-61.2
-58.8
49.5
48.3
47.5
46.8
46.3
45.8
45.4
45.1
1-44.8
30
46.3
45.1
44.3
43.6
43.0
42.6
42.2
41.8
41.5
-59.6
-50.3
49.0
48.2
47.5
47.0
46.5
46.1
45.7
-45.4
32
47.0
45.7
44.9
44.2
43.6
43.2
42.7
42.4
42.1
-60.4
-51.0
-49.7
48.8
48.2
47.6
47.1
46.7
46.4
46.0
34
47.6
46.3
45.4
44.7
44.2
43.7
43.3
42.9
42.6
-61.2
-51.6
-50.4
49.5
48.8
48.2
47.7
47.3
47.0
46.6
36
48.2
46.9
46.0
45.3
44.7
44.2
43.8
43.4
43.1
-61.9
-52.2
-51.0
-50.1
49.4
48.8
-48.3
47.9
47.5
-47.2
38
48.7
47.4
46.5
45.8
45.2
44.7
44.3
43.9
43.6
-62.7
-52.8
-51.6
-50.6
49.9
-56.4
48.9
48.4
48.1
47.7
40
49.2
47.9
47.046.3
45.2
45.7
45.2
44.8
44.4
44.1
-63.3
-53.4
-52.1
-51.2
S0.
-49.9
-49.4.
-49.0
-48.6
-48.3
44
50.2
48.9
48.0
47.2
45.7
46.1
45.7
45.3
45.0
-64.6
-54.5
-53.2
-52.2
-51.5
-50.9
-50.4
-50.0
49.6
49.2
48
51.2
49.8
48.9
48.1
47.5
47.0
46.6
46.2
45.8
-65.8
-55.5
-54.2
53.2
-52.5
-51.8
-51.3
-50.9
50.5
-50.1
52
S2.0
50.7
49.7
48.9
48.3
47.8
47.3
46.9
46.6
-66.9
-56.4
-55.1
-54.1
-53.3
52.7
-52.2
-51.8
51.4
51.0
56
52.9
51.5
50.5
49.7
49.1
48.5
48.1
47.7
47.3
-68.0
-57.3
-55.9
-54.9
-54.2
-53.6
-53.0
-52.6
-52.2
-51.8
60
53.6
52.2
51.2
50.4
49.8
49.3
48.8
48.4
48.0
-69.0
58.2
-56.8
-55.8
-55.0
-54.3
-53.8
53.3
-52.9
-52.6
•
%fp RW'
ahl
Tributary Area (sq. N)
(14)
10
15
20
25
30
35
40
45
50
• • 3y •
40.1
39.0
38.2
37.7
37.2
36.8
36.4
36.1
35.9
me A
53.6
-51.5
-50.0
48.9
47.9
47.1
-46.4
45.8
45.2
•
i i •
40.6
39.5
38.8
38.2
37.7
37.3
36.9
36.6
36.4
• •
-54.4
-52.2
-50.7
49.5
48.6
47.7
47.0
46.4
45.9
17
41.1
40.0
39.3
38.7
38.2
37.8
37.4
37.1
36.8
55.1
-52.9
-51.4
-50.2
49.2
48.4
-47.61
47.0
46.5
18
41.6
40.5
39.7
39.1
38.6
38.2
37.9
37.5
37.3
-55.7
-53.5
-52.0
-50.8
49.8
48.9
48.2
47.6
47.0
19
42.1
41.0
40.2
39.6
39.1
38.7
38.3
38.0
37.7
56.4
-54.1
-52.6
-51.4
-50.4
49.5
48.8
-48.1
47.6
20
42.6
41.4
40.6
40.0
39.5
39.1
38.7
38.4
38.1
-57.0
-54.7
-53.1
-51.9
-50.9
-50.0
49.3
48.7
48.1
22
43.4
42.3
41.5
40.8
40.3
39.9
39.5
39.2
38.9
-58.1
-55.8
-54.2
-53.0
-51.9
-51.1
-50.3
49.6
49.0
24
44.2
43.1
42.2
41.6
41.1
40.6
40.2
39.9
39.6
-59.2
-56.9
-55.2
-53.9
-52.9
-52.0
-51.2
-50.6
-50.0
26
45.0
43.8
42.9
42.3
41.8
41.3
40.9
40.6
40.3
-60.2
-57.8
-56.2
-54.9
-53.8
-52.9
-52.1
-51.4
-50.8
28
45.7
44.5
43.6
43.0
42.4
42.0
41.6
41.2
40.9
-61.2
-58.8
-57.0
-55.7
-54.6
-53.7
-52.9
-52.2
-51.6
30
46.3
45.144.3
43.6
43.0
42.6
42.2
41.8
41.5
-62.1
-59.6
-57.9
-56.5
-55.4
-54.5
-53.7
-53.0
-52.4
32
47.0
45.7
44.9
44.2
43.6
43.2
42.7
42.4
42.1
-62.9
-60.4
-58.7
-57.3
-56.2
-55.3
-54.4
-53.7
-53.1
34
47.6
46.3
45.4
44.7
44.2
43.7
43.3
42.9
42.6
-63.7
-61.2
-59.4
-58.0
-56.9
-56.0
-55.1
-54.4
-53.8
36
48.2
46.9
46.0
45.3
44.7
44.2
43.8
43.4
43.1
-64.5
-61.9
-60.1
-58.7
-57.6
-56.6
-55.8
-55.1
-54.4
38
48.7
47.4
46.5
45.8
45.2
44.7
44.3
43.9
43.6
-65.2
-62.7
-60.8
-59.4
-58.3
-57.3
-56.4
-55.7
-55.0
40
49.2
47.9
47.0
46.3
45.7
45.2
44.8
44.4
44.1
-65.9
-63.3
-61.5
-60.1
-58.9
-57.9
-57.1
-56.3
-55.6
44
50.2
48.9
48.0
47.2
46.6
46.1
45.7
45.3
45.0
-67.3
-64.6
62.7
61.3
60.1
59.1
58.2
57.4
56.8
48
51.2
49.8
48.9
48.1
47.5
47.0
46.6
46.2
45.8
-68.5
-65.8
-63.9
-62.4
-61.2
-60.2
-59.3
-58.5
-57.8
52
52.0
50.7
49.7
48.9
48.3
47.8
47.3
46.9
46.6
-69.7
-66.9
-65.0
-63.5
-62.2
-61.2
-60.3
-59.5
-58.8
56
52.9
51.5
50.5
49.7
49.1
48.5
48.1
47.7
47.3
-70.8
-68.0
-66.0
-64.5
-63.2
-62.2
-61.2
-60.4
-59.7
60
53.6
52.2
51.2
50.4
49.8
49.3
48.8
48.4
48.0
-71.8
-69.0
-67.0
-65.4
-64.1
-63.1
-62.1
-61.3
-60.6
General Notes
1 These tables list allowable pressures (W„d), given as 0.6•W a, where Wk is the wind pressure calculated in accordance with Chapters 26 and 30
of ASCE 7-10 using the ultimate design wind speed (Vult) and the variables given herein.
2 These tables are not valid as a site-specific drawing
73 These tables apply to walls and vertical surfaces only.
4 Use of these tables, and the values and coefficients fisted herein is to be dictated and verified by the governing building department and permit holder.
5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable.
6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent.
L�A(L!Gr( . It � sa • �
Iables are vald tot the followlna condlflons only:
I Wind Speed, (V„s, 3 -second gust) - 175 mph
2 Risk Category: 11 (General Residential and Commercial
Construction).
3 Exposure Category C
4 Topographic Factor (Kra): 1.0 (Flat Terrain)
5 Directionality Factor (Kd): 0.85
6 For situations requiring Kd-1.0, multiply the values in
these tables by 1.18. Verify Kd requirements with local
building official and product approvals before me.
7 Enclosed Building: dcpi - 0.18
Consul an Enalneer for any other conditions
InskucMns
I Tables slew the 'worst case" design pressures, with any
unknown variable at in critical condition.
2 Tables aro valid for any roof slope. For reductions for roof
slopes leas than 10 degrees, consult Engineer for site
specific analysis.
3 Calculate the average roof height. If average cannot be
determined, use the peak roof height. Round up the roof
height to the next highest table value.
4 Calculate the tributary area (length x height) of" opening
in question. Round the tributary area down to the next
smallest table value. Ifthe tributary area is unknown, use
the moat critical value (10 square feel).
5 Area between structural mullions stall be used as tributary
area.
6 Determine the Zone (Interior 4, or Exterior 5) of die
opening. An opening with any portion closer than distance
'a' to a building comer dal be considered in an Exterior
Zone (5), otherwise if all of the opening falls more than
distance 'a' from a building corner, the opening dull be
considered in an Interior Zone (4).
7 Distance *a,' as refered to above, shall be calculated as the
smaller of 10% of the minimum building width or 401/. of
the height, but not Iw than 3 feet.
8 Read the worst case positive and negative design pressures
for use as required by governing building department.
SIC
btIlvnob(s & nooRs LLC.
(786)567-E7E7
Project Title: ECO Door Contract
Date: lune 6, 2019
Client Name: Stacey Banick
0000
DESCRIPTION
QTY: ••
•• •
1
Eco Window Systems French Door 600 -L.M.I. X
000:0.
White Right
Active
Standard Threshold
Size: 39 X 81
'
Glass Makeup: 1/8 HS +.090 PVB + 1/8 HS
Glass Color: Clear
;000;0
Glass Interlayer: White
Glass Coating: None
Glass Texture: None
3P -Lock + Hardware Acacia Brushed Chrome
Grid: Full View (No Muntin)
PSF: +70.0 -75.0
TOTAL$ 1,865.00
A deposit of 50% is required to place any order. 40 % of the remaining balance is due upon delivery of
products and commencement of work. The remaining balance is due upon completion of work, not
inspections. There are no refunds once order has been processed. Epic Windows & Doors LLC is not
responsible for manufacturer's delays.
** Engineering and permitting fees are not included.
4 -
Client Signature, L Client Printed Name:._— �i ✓ice -U dl l
Date- /,10
We thank you for the opportunity. Respectfully, Pablo Leidi.
0000..
0000..
0000..
0000.
0000.
0000.0
0•
0000.0
000000
Ct}UNTY
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadLgov/economy
ECO Windows Systems, LLC
9114 N. W. 106' Street,
Medley, FL 33178
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the riet•te•have this
product or material tested for quality assurance purposes. If this product or material fa4s tq perform in the accepted• •
manner, the manufacturer will incur the expense of such testing and the AHJ may immtSiattly reIICodify, or• •
suspend the use of such product or material within their jurisdiction. RER reserves We right'to revoke VIA* *'
acceptance, if it is determined by Miami -Dade County Product Control Section that this rc; uct or material fail -te..:
meet the requirements of the applicable buildi e. •
.... . .. .....
This product is appro scri ed hereippre
esigned to comply with the �Joti Building bode, • • ; • •
including the Velocity Hurricane Zone .. •.. • ......
DESCR0 ION: Series 600 Aluminum OL.M.I.•...APPROV DOCUMENT: Drawing Notitled "Series 600 Alum Outswing EntriAdefloor(L.M.I.)", sheets 9 of AL-Farooq Corporation, dated C�,/13/12 and last
revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County40duct
Control Renewal 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
Limitation:
1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with
sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall
not to exceed 37". See locking options 1 & 2 in sheet 7_1.
2. Laminated glass types G1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to
Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA #18-0319.13 and consists of this page 1 and evidence pages E-1 -, as roval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. 18-1220.11
CFDADECOUNTY Expiration Date: March 20, 2024
•
Approval Date: January 17, 2019
Page 1
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (see below)
2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through
9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04,
2015, signed and sealed by Javad Ahmad, P.E.
B. TESTS (submitted under file #12-0402.03)
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: .4. 0000 ••••; •
5) Cyclic Wind Pressure Loading per FBC, TAS 203004'.
000000 00 • 6.0000
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202, 9.4;.. 0
along with marked -up drawings and installation diagram of an aluminum QvlA Ting French door,
prepared by Hurricane Engineering & Testing, Inc., Test Report No. • • • • • • • • • ; • •
HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HE1T.12:4027d1.tdd 03/16!
• •' •
.. .. .. . .
26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. 0000.
• o •
Note: The above referenced test reports have been revised by an addendum lettet dated June 29, 20j� :.
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael jE;6
Droz:SeaaP. E.- •
C. CALCULATIONS •
1. Anchor verification calculations and structural analysis, complying with 1713C-2014(4tt Edition),
prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont
DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former
Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16.
3. XL Edge seal System 201 SS spacer by Cardinal IG.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest,
prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E.
2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and
sealed by Rafael E. Droz-Seda, P. E.
3. Lab compliance as part of the above referenced test report.
G.
OTHER
1. This NOA revises NOA #15-0603.13, expiring 03/20/19.
2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 18-1220.11
Expiration Date: March 20, 2024
Approval Date: January 17, 2019
E-1
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. Evidence submitted under previous approvals.
A. DRAWINGS
1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1
through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised
on MAR 15, 2018, signed and sealed by Java Ahmad, P. E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations complying with FBC2017 (6th Edition), prepared by Al Farooq
Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and sealed by Javad
Ahmad, P.E.(submitted under file #17-1102.18) • • • •
D. QUALITY ASSURANCE • • • ••
1. Miami Dade Department of Regulatory and Economic Resources (RER1 • • • • • •' • • • • • • •
E. MATERIAL CERTIFICATIONS • • • • •
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Incl fFerrner E.I. bitPont DEs••
Nemours) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interlAA If g', expj0112%n 07/®811'9.
2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA)•fortheir • •
"Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. ....;.
F. STATEMENTS •
1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6thEdihon of rio •
financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & sealed by Javad Ahmad, P.E.
G. OTHER
1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019.
1. New Evidence submitted.
A. DRAWINGS
1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1
through 9 of 9 (inclusive 7. 1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised
on MAR 15, 2018, signed and sealed by Java Ahmad, P. E.
B. TESTS
1. None.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS (submitted under file # 18-0319.13)
1. Statement letter of conformance to FBC 61 Edition (2017) and of no financial interest, prepared
by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. This NOA renews NOA #18-0319.13, expiring 03/02/2024.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 18-1220.11
Expiration Date: March 20, 2024
Approval Date: January 17, 2019
E-2
SERIES 600
ALUMINUM OUTSWING ENTRANCE DOOR
SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2.
STAND ALONE SINGLE SIDELITE SEE SHEET 3.
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3.
LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL
APPLY TO ENTIRE SYSTEM.
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
18Y OR 20Y 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 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
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
{ 1/8" HEAT STREN'D. GLASS r-3/16" HEAT STREN'D. GLASS
.090" Interlayer .090" Interlayer
Trosifol PVB Trosifol PVB
�By 'Kuraray America, Inc.' By •Kuraroy America, Inc.' Z
I 1/6' HEAT STREN'D. GLASS "
1-3/16" HEAT STREN'D. GLASS H W �
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/8" TEMP. GLASS
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•• ••• • ••• • •
•. . • • . • . • •
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THESE DOORS ARE RATED FORRLARGE It SMALL WAILE IM'1,CT. I • •
SHUTTERS ARE :NOT REQUIRED. J
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D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813"
D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2
NOTE:
EGRESS REQUIREMENTS TO BE REVIEWED
BY BUILDING OFFICIAL.
• •• • • • �� 1. •i.�r ....y- I\11170592 1111
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DECLARATORY STATEMENT DCA05-DEC-219 ` sheet 2 of g
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DESIGN LOAD CAPACITY - PSF
STAND ALONE SINGLE SIDELITES
SIDELITE
FRAME
WIDTHHEIGHT
INCHES
SIDELITE
FRAME
INCHES
WITHOUT
REINFORCING
EXT.( +) INT.(-)
24
30
36
37
42
82
1
70.0 75.0
70.0 75.0
70.0 75.0
70.0 75.0
1 61.7 66.1
24
30
36
37
42
86
70.0 75.0
70.0 75.0
70.0 75.0
70.0 75.0
61.7 66.1
24
30
36
37
92
70.0 75.0
69.6 69.8
64.1 64.1
63.3 63.3
24
30
J6
37
98
63.3 63.3
57.8 57.8
53.1 53.1
52.4 52.4
SINGLE_SIDELDE WIDTH_ j
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. .0%... .0%
DESIGN LOAD CAPACITY - PSF
SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS
• • SEE NOT AE OW) • • •
SIDELITE SIC•UTE • WA'HOUT • • ATH •
FRAME FRAME
WIDTH HE�HT EINFO lAG IkINFORCI
INCHES •1CHES EXi.(+) •J1(•) LKT.(+) IIF.!-�
24
30
36
37
42
820
•
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70.0
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70.0 75.0 70.0
75.0
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75.0
61.7 66.1 61.7 66.1
24
30
36
37
92
70.0
75.0
70.0
75.0
69.8 69.8 70.0
75.0
64.1 64.1 70.0
75.0
63.3 63.3 70.0
75.0
24
30
36
37
98
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63.3
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75.0
57.8 70.0
75.0
53.1 70.0
r52.4
75.0
52.4 70.0
75.0
REINFORCING
AS REOD.
SEE CHART
39-3/4" MAX. (SINGLE)
76' MAX. (DOUBLE)
DOOR FRAME WIDTH
NOTE:
FOR DOORS CAPACITIES SEE SHEET 2.
FOR SIDELITE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR OR SIDELITE CHART
WILL APPLY TO ENTIRE SYSTEM.
GLASS D.L.O. DIMS.
D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000"
D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438-
5" MAX_
1EAD/SILL
CORNERS
SURFACE APPLIED
FALSE MUNTINS OR
DECORATIVE GRILL
MAY BE USED
32 3/4^
HEAD & SILL ANCHORS
/
CLUSTER OF
-AT STILE ENDS
(4) AT 3" O.C.
6^
3'
TYP.
j�
(4) ANCHORS
J\AT HEAD/SILL
/moi i
i �I 1 i
12^
MAX
rHbDj
SILL
i
32 3/4^
26 15/16"26 15/16"
D.L. OPG. D.L. OPG.
37"
SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE)
MAX, 76^ MAX. (DOUBLE)
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MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. FT. PER FBC 2014
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9/16" MIN,
THROW BOLT
PENETRATION
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EDGE DIST.
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TYPICAL ANCHORS EDGE DIST. IBY WOOD BUCK
`JEE ELECTIONS • • • • •
• FO6 SVCI* • • ' • a •,• • I EDGE DIST.
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• • • • • • • • • • TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
GLAZING OPTIONS
SEE SHEET 1
DIST. TYPICAL ANCHORS
-SEE ELEVATIONS
FOR SPACING
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OR
WOOD STRUCTURE
SEE NOTE SHEET 1
METAL
DIST. STRUCTURE
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TYPICAL ANCHORS L TYPICAL ANCHORS
SEE ELEVATIONS SEE ELEVATIONS
FOR SPACING FOR SPACING
-------------------
j 1 MIAMI -DADS COUNTY APPROVED j
I CLIPPED MULLION I
I, SEE SEPARATE JA I
II 11
1 B OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO --T BUILDING STRU
TYPICAL ANCHORS: SEE ELEV. F SPACING
1/4" DIA, ULTRACON BY 'ELCO' (Fo 77 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOO TRUCTURES
1-1/2" MIN. PENETRATION I WOOD (HEAD/JAMBS)
BY BUCK CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI 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.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
0
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REOD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS
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• • • • • • • • • • •
2
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14
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14A E109 GLAZING BEAD (7/16" LAM. GLASS) 6063-T6
15
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3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC.
W 0
20
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31
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33
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34
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LOCKS:
OPTION Ci: • •
ACTIVE LEAF: •
4 POINT LOCK ASSEMBLY DLO 1-6007 BY 'INTERLOCjUj INJ'•
(2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT ST*IKE PLPjE
1/2"' DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD
AND (1) AT BOTOOM ENGAGING FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS
LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM • • • •
INACTIVE LEAF: • • •
2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' • • • •
• • •
1/2' DtA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAM • •
HEAD AND FRAME SILL • • • •
THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS
LOCK LOCATED AT 42-1/2' FROM BOTTOM
HINGES
:
3-1/2" X 7-5/8' X .122" THK. EXTRUDED ALUM HINGE
PART IFD-107 BY SULLIVAN & ASSOC.
3 HINGES PER LEAF
BOTTOM HINGE AT 10-1/4' FROM BOTTOM
TOP HINGE AT 11-3/4" FROM TOP
CENTER HINGE AT MIDSPAN (38" O.C. MAX.)
HINGES FASTENED WITH #10 X 1' FH SMS
(5) SCREWS AT HINGE STILE
(6) SCREWS AT FRAME JAMB
• nON •
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NVENTION DOOR•L CKSET WITH HANDLE
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KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR THROW BOLT LOCATED AT 44-3/4' FROM BOTTOM
CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.'
••1/2-*4R6THR01V4BOLTS ENGAGING FRAME AT HEAD AND SILL
• ANURLLY OPLRATED LEVERS MOUNTED ON STILE FACE
• LeCA*LP AT 10-3/8" FROM TOP AND BOTTOM
•LQCK.*FASTENEO TQ STILE WITH (2) #8-32 X 1/2" FH MS
• IRACI" ZEAF� •.
CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.'
1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL
MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE
OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM
LOCK FASTENED TO STILE WITH (2) #'8-32 X 1/2" FH MS
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3 HINGES PER LEAF
BOTTOM HINGE AT 10-1/4' FROM BOTTOM
TOP HINGE AT 11-3/4" FROM TOP
CENTER HINGE AT MIDSPAN (38" O.C. MAX.)
HINGES FASTENED WITH #10 X 1' FH SMS
(5) SCREWS AT HINGE STILE
(6) SCREWS AT FRAME JAMB
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CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.'
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MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE
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