WS-19-2059Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Issue Date: 09/17/2019
Location Address Parcel Number
1266 NE 94TH ST, Miami Shores, FL 33138 1132050100170
Contacts
Permit No.: INS -09-19-2059
Permit Type: WindowS/Shutters
Work Classifrcatfon: Door Replacement
Permit Status: Approved
Expiration: 03/16/2020
ROBERT AND MELISSA NETKIN Owner FLORIDA HOME IMPROVEMENT Contractor
1266 NE 94 ST, MIAMI SHORES, FL 331382947 WAYNE THOMAS BURNETT
Other: 3059655110 3850 SW 30 AVE, HOLLYWOOD, FL 33312
Business: 9547924415
Inspection Requests:
Description: REPLACE 4 DOORS W/ IMPACT SIZE FOR SIZE ValLSq
: $ 19,602.00 05-762-4949nRe
Toteet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$12.00
DBPR Fee
$2.10
DCA Fee
$2.00
Education Surcharge
$4.00
Scanning Fee
$9.00
Technology Fee
$3.50
Windows/Shutters Fee
$90.00
Total:
$172.60
Payments
Date Paid Amt Paid
Total Fees
$172.60
Credit Card
09/17/2019 $122.60
Credit Card
09/04/2019 $50.00
Amount Due:
$0.00
Building Department Copy
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 t e plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume re po sibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLYMI G, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all ttie foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zonin it or , thonze the above named contractor to do the work stated.
Authorized Signature: Owner /
/ Contractor / Agent
Date
September 17, 2019 Page 2 of 2
946218
�l
Y
BUILDING
PERMIT APPLICATION
Miami Shores Village RI~ CFIu=D
Building Department SEP 0 .9
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 L7
FBC 20TH
5 -V -19 -A�159
Master Permit No. — —
Sub Permit No.
rN—IBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL
PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1266 NE 94 ST
City: Miami Shores County: Miami Dade Zir): 33138
Folio/Parcel#: 11-3205-010-0170 Is the Building Historically Designated: Yes NO
Occupancy Type: R Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): MELISSA NETKIN
Address: 1266 NE 94 ST
hone#: 305-965-5110
City: MIAMI SHORES State: FLORIDA Zip: 33138
Tenant/Lessee Name: N/A Phone#: N/A
Email. N/A
CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT ASSOCIATES phone#: 9547924415
Address: 3044 SW 42 STREET
City: -HOLLYWOOD State: FLORIDA _ Zip: 33312
Qualifier Name: WAYNE THOMAS BURNETT Phone#:
State Certification or Registration #: CGC061890 Certificate of Competency #: N/A
DESIGNER: Architect/Engineer: N/A Phone#: N/A
Address: N/A City: N/A State: N/A Zip: N/A
Value of Work for this Permit: $ 19,602
Type of Work: ❑ Addition ❑ Alteration
Description of Work: RE Q 10 CE 4
Specify -color -of color-thru-tile:
Submittal Fee
Scanning Fee $
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Square/Linear Footage of Work:
❑ New ❑■ RepairReplace
)k's v,imMoo 5
Permit Fee $ CCF $_
Radon Fee $ DBPR $
Training/Education Fee $
❑emolition
t, S I'1�i.
CO/Cc $
Notary $
Double Fee $
Bond $
TOTAL FCC NOWiE 122- ro o
I
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
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of 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 f will urged.
Signature,
OWNER or AGENT
The foregoing instrument was ackknn jw-ledged before me this
day of �I 20 �� by
_ who is personally kno�o
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Signatu
CONTRACTOR
The foregoing lxlrument was acknowledged before me this
day of �� 20 1 by
wh personally now
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Sign:
!/
-r-W"
Print:
Print
U
Print:
Seal:
Vcy
Seal:
MIGUEL A MERCADO
...
'r4
ABDIEL R, CASTILLO
•- MY COMMISSION # GG095745
=
MY COMMISSION ft GG 079600
'
EXPIRES April 19, 2021
ru -tPublic Underwriters
APPROVED BY
Plans Examiner
Zoning
Structural Review Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
InsPeciion requirements for.
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
ledgement:
�'
2�v l � h(
/Owner Sign re a Print Name
Florida Home Improvement Associates t'"
Licence No. CGC 061890 / QB44818
n 3044 Sw 4e St., Ft. Lauderdale, FL 33312
FLORIDA
�1 ZI IMPROVEMENT
Job: 111 111 ASSOCIATES
J(J JQ p o Home Improvement
�S v Contraact
Owner: Y \O� ` Home Ph: V Il/
O Alt. Ph:
Broward Tel: 954-792-4415
Miami Dade: 305-5454469
Fax: 954-792-2170
Web: www.fhaproducts.com
Email: Info@fhaproducts.com
Co -Owner: Email:
E 9 IN�' a� oi�eS X313 $
Address T 51 Ci County State Zip
This Contract is made and entered into this \' day of j�201by and between Florida Horne I it roverttent Assoclnw% les, a
Florida Corporation known as ("Contractor" or "FHIA"), and Owner(s) named above of the property located at the address listed above known as
("Owner"). The Contractor agrees to perform the work described below at the property listed above:
1Leailweaa.bMMeslastWw
Mlafe jransaYwaalard
1) Remove existing units to be replaced (Note: Removed items are likely to be damaged.) rrrYawti�MLe.�rerr
2) Prepare opening as necessary to receive replacement units. �aarkitYaoeiMMda+r
3) Windows: Vinyl Energy Storm Saver Aluminum Insulated Z., Aluminum Non -Insulated fte
4) Doors: Vinyl Energy Storm Saver Aluminum Insulated Non -Insulated aMMaiw,tllelahA
1 r �
Glass: L\OC/"/ (Wmpact NoMmpact I Frame Color Wilitte: Z�ronze: _ B/W Tan: GIriy: _ flik,
Double Hune Shale Hung ZAL Casement piQgg j�
Yes (VA0 O City: QM_ Qty —Z' AFA
tandard ` S 1 (1
1
Custom a ActiveJ�� Yeii�i] 1 FA AF W RH 0 1/4. 4
Qtr -
1/3 -1/3-1/3
Sliding Glass Door Single Fre ch Geometric Qty:
AA AF I FA FAM Door Qty: _ D,;
Qty:— I QW.— Qty:— Qty:_ LRH () LH RA (dlA ( )
5) Work to litcTleled as ed on the accompanying worksheet. oA NOT to be completed:
Initial Here:
6) if applicable, removing shutter panels, and/or _� security bars. Keep with Owner Discard Initial Here:
7) Special instructions: w ( _ C-, a �p�p �^ / /
• TC' ■JTTl7�7ii�T� ilT 7 r•T1er-G'R
8) Cleanup Job debris and provide neEessary permits and insurance. If applicable, in the event that Contractor is unable for whatever reason to obtal
permits prior to commencement of any Work, Cintracto: shit: refund any previous payment and this transaction shall be automatically cancelled.
9) Adm al Work: (No finish work other than norr}�Al In, Ration is to be do`irless noted pglglu)
N`C:uyr: ( )�K-W LA -N- "�Ct,J\ L -/v` tis'fM --,
Warranty: Contractor will provide warranty information to Owner within 30 days after completion and final payment.
Schedule: Contractor shall commence tis rk within 1(� days after execution of the Contract (The "Commencement Date) and shall endeavor
to complete all work hereunder within42—
days after the Commencement Date.
Ll By selecting the finance option for the partial or full payment of this project. The Owner agrees to sign all finance completion forms the final day
of installation. The scheduling and completion of the final inspection will be scheduled for the next available day and ALL checklist items, parts,
replacement or damaged product reorders will be completed in a timely manner as part of our service policy. Initial Here
Notice to the owner, If financing is being obtained by Owner.
a) Do not sign this Contract or any financing document in blank You are entitled to a copy of the contract at the time you sign.
b) The finandal.documents provided by the lender to this home Improvement contract may create a lien on your property.
c) Be sure you understand all provisions of the Contract and financial documents before you sign.
TOTAL PRICE $ ' �' .00 Deposit to Order: S 5 00
Sales tax:$ �IF.00 Payment Day Job Starts: $ rT OD 1
—00
Total Project: $ CO) Installation Completion: $ Icco �0
Miscellaneous: This Contract and the accompanying worksheet contain the entire agreement between the parties. By signing this Contract, Owner
agrees and acknowledges that it has received the accompanying worksheet. This Contract may not be changed orally but only by a Change okdarad
other written amendment signed by both parties. The waiver by any party of a breach of any provisions of this Contract shall cot operate of 4*
construed as a waiver of any written amendment or waiver of any sub
fquent breach by any party. You the buyer may canoe'this CaattarJtdtaer
time prior to midnight on the third business day after the date of this Contract.
In witnessAae
hereto have read,understand and agree to both sides of this Contract. Se me a explicado el contrato ensu
y entlends de este contrato. Both parties execute this Contract and the owner(s) agree to pay the balance due
IWundery and year first above written: Co -Owner Print or Represerttat
Owner Signature Co-owner SignatureContractorContrattor Repnnt�Signatsi
HOME OWNER ASSOCIAT K Name: Phone:
YES ( ) NO( ) Property Name:
Property Search Application - Miami -Dade County Page 1 of 1
1-rOFFICE OF THE
PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3205-010-0170
Property Address:
1266 NE 94 ST
Miami Shores, FL 33138-2947
Owner
ROBERT NETKIN &W MELISSA
Mailing Address
1266 NE 94 ST
MIAMI SHORES, FL 33138-2947
PA Primary Zone
1400 SGL FAMILY - 3001-3250 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
5/4/0
Floors
2
Living Units
1
Actual Area
Sq.Ft
Living Area
Sq.Ft
Adjusted Area
4,219 Sq.Ft
Lot Size
12,960 Sq.Ft
Year Built
Multiple (See Building Info.)
Assessment Information
2019
2018
Year
2019
2018
2017
Land Value
$489,438
$466,891
$466,891
Building Value
$317,835
$318,187
$295,605
XF Value
$30,420
$30,747
$31,075
Market Value
$837,693
$815,825
$793,571
Assessed Value
$837,693
$815,825
$793,571
Benefits Information
Benefit Type 2019 2018 2017
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
MIAMI SHORES BAY VIEW PB 40-16
LOT 19 & E15FT OF LOT 20
LOT SIZE IRREGULAR
OR 18248-4411 0898 1
COC 24677-2618 08 2005 1
Generated On : 8/26/2019
2016 Aerial Photography 200ft
Taxable Value Information
2019
2018
2017
County
Exemption Value $0
$0
$0
Taxable Value $837,693
$815,825
$793,571
School Board
Exemption Value $0 $0 $0
Taxable Value 1 $837,693 $815,825 $793,571
City
Exemption Value $0
$0 $0
Taxable Value $837,693
$815,825 $793,571
Regional
Exemption Value $0 $0
$0
Taxable Value 1 $837,693 $815,825
$793,571
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
08/01/2005
$1,050,000
24677-2618
Sales which are qualified
05/01/2004
$699,000
22285-4947
Sales which are qualified
08/01/1998
$266,000
18248-4411
Sales which are qualified
06/01/1994
$130,000
16396-0380
j Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
https://www8.miamidade.gov/Apps/PA/propertysearch/
8/26/2019
IL? r i'(aj
Specialty Engineering Consultants, Inc.
af.. sf;P Wind Vebciles'n South Florida
h Flo
o 1 5 1599 SW 30 Avenue, Suite #20 E ,meq,
Velociit
Boynton Beach, FL 334326 -Dade Palm
�� - Risk Cat. 1 165 156 156
FL. CA # 009217 Low risk to humans Cartns, shams
Wf
j Risk Cat. 2 175 17U 170 Single FamilyRmidmca
Itmilia
^ y�"� Risk Cat. 3&4 IR6 1811 180 Essential
P ' - q h' ( GCp - GCp i) Intstuctions and limitations of Use
1 1 Charts provide wind pre res based on the mean roof height. And shell not exceed 60'-0".
2 Des' n ressures are for an enclosed builindi shutlers or other impact resistance protection required).
V (mph) 175 162) FBC for HV HZ, or Fig. 26.5-I a 3 User shall determine the mean roof he M, Eave hei M +Roof Peak 2.
Usk Category It Tahlc 1.5-1, page 2 4 End zone distance is the lessor of 10% of le h, 10% of width, or 40% of the mean M and not less than 3'-0"
=and
Bsposurc C Suction 26.7 5 If 50% of a com nent is in a particular zone then That cum neM ¢considered to be in zone wdh the ma' ril of the area. I( uestionable then lace in Zone 5
Kd 0.85 Table 26.6-1, page 250 6 Each component, window, door, mullion las a Mbula area that a area b be used. Area of components to rounded down but shalt cool be less than 10 at
K4 1 Figurc 26.8-1, page 252 7 For NOA's that r uire a Kd=1.0 then multi the values listed herein b 1.18.
GCpi 0.1 R -U.I R (1.55 8 Wind ressures are based on Allowable stress des n.
pitch of roof 3/12 14 11 degrees 9 Des' n ressures listed herein are valid for E Band C and exposure D. max roof height 59'
Ihcta 14.0 degrom 10 Charts and values listed herein are on valid when signed. dated, and sealed b Ga McDo le PE #56214 or Mark LeBlanc, PE #35683 or Adam D. LeBlanc, PE#77012
11 Wind design reswres are calculated in accordance wlth ASCE 7-10, Method 2. This calculation ks vaild for FBC 2014 (5th edition and 2017 6th edition
12 No reduction is taken for slopes less than 10 d ra ea.
Arra of-componcol
Ana of comroncia
Arm ofconaronrnt
Arm ofoomeenem
Arm ofeom ncnl
Arca ofcont nmt
Arca ofwm nmt Arm ofeom cont Area ofeom rot Arm ofeom nun
Arm ofeom rent
Mean M. ri
10.0 sf
15.0 sf
20.0.sf
25.0 sf
300 of
35.0 sf
40 0 sf 45.0 sf 50.0 055.0 sf
60.0 sf
Ilei hl
Zone 4
Zone 5
Zone 4
Zone 5
Zone 4
Zone 5
Zone 4
Zone 5
Zone 4
Zone 5
Zone
4
Zone 5
Zone 4 Zone 5 Zone 4
Zone 5 Zone 4 Zone 5 Zone 4
Zone 5
Zone 4
Zone 5
40.1
40.1
38.8
38.8
38.4
38.4
37.9
37.9
37.5
37.5
37.1
37.1
36.7 36.7 36.2
36.2 35.8 35.8 35.4
35.4
35.0
35.0
15
-43.4
-53.6
-42.2
-51.3
-41.8
-50.6
-41.4
-49.8
-41.0
-49.0
-40.6
-48.3
-40.2 -47.5 -39.8
-46.8 -39.4 -46.0 -39.0
-45.2
-38.6
-44.5
41.6
41.6
40.340.3
39.9
39.9
39.4
39.4
39.0
39.0
38.5
38.5
38.138.1 37.7
37.7 37.2 37.2 36.8
36.8
36.3
36.3
18
-45.1
-55.7
-43.9
-53.3
-43.5
-52.6
-43.0
-51.8
-42.6
-51.0
-42.2
-50.2
-41.8 -49.4 -41.3
-48.6 -40.9 -47.8 -40.5
47.0
-40.1
-46.2
43.0
43.0
41.6
41.6
41.2
41.2
40.7
40.7
40.3
40.3
39.8
39.8
39.3 39.3 38.9
38.9 38.4 38.4 38.0
38.0
37.5
37.5
21
-46.6
-57.6
-45.3
-55.1
-44.9
-54.3
-44.4
-53.5
-44.0
-52.6
-43.6
-51.8
-43.1 -51.0 -42.7
-50.2 42.3 49.4 -41.8
-48.5
-41.4
-47.7
44.2
44.2
42.8
42.8
42.3
42.3
41.9
41.9
41.4
41.4
40.9
40.9
40.5 40.5 40.0
40.0 39.5 39.5 39.1
39.1
38.6
38.6
24
-48.0
-59.2
-46.6
-56.7
-46.2
-55.8
-45.7
-55.0
-45.3
-54.1
-44.8
-53.3
-44.4 -52.5 43.9
-51.6 -43.5 -50.8 -43.0
-49.9
-42.6
-49.1
45.3
45.3
43.9
43.9
43.4
43.4
42.9
42.9
42.4
42.4
42.0
42.0
41.5 41.5 41.0
41.0 40.5 40.5 40.0
40.0
39.6
39.6
27
-49.2
-60.7
-47.8
-58.1
.47.3
-57.2
-46.9
-56.4
-46.4
-55.5
-45.9
-54.6
-45.5 -53.8 -45.0
-52.9 -44.6 -52.0 -44.1
-51.2
-43.6
-50.3
46.3
46.3
44.9
44.9
44.4
44.4
43.9
43.9
43.4
43.4
42.9
42.9
42.4 42.4 41.9
41.9 41.4 41.4 40.9
40.9
40.5
40.5
30
-50.3
-62.1
-48.9
-59.4
-48.4
-58.5
-47.9
-57.6
-47.4
-56.8
-47.0
-55.9
-46.5 -55.0 -46.0
-54.1 -45.6 -53.2 -45.1
-52.3
-44.6
-51.4
47.3
47.3
45.8
45.8
45.3
45.3
44.8
44.8
44.3
44.3
43.8
43.8
43.3 43.3 42.8
42.8 42.3 42.3 41.8
41.8
41.3
41.3
33
-51.3
-63.3
49.8
-60.6
-49.4
-59.7
-48.9
-58.8
-48.4
-57.9
-47.9
-57.0
-47.4 -56.1 -47.0
-55.2 -46.5 -54.3 -46.0
-53.4
-05.5
-52.5
48.2
48.2
46.6
46.6
46.1
46.1
45.6
45.6
45.1
45.1
44.6
44.6
44.1 44.1 43.6
43.6 43.1 43.1 42.5
42.5
42.0
42.0
36
-52.2
-64.5
-50.8
-61.7
-50.3
-60.8
-49.8
-59.9
-49.3
-59.0
-48.8
-58.1
-48.3 -57.1 -47.8
-56.2 -47.3 -55.3 -46.9
-54.4
-46.4
-53.5
49.0
49.0
47.4
47.4
46.9
46.9
46.4
46.4
45.9
45.9
45.3
45.3
44.8 44.8 44.3
44.3 43.8 43.8 43.3
43.3
42.7
42.7
39
-53.1
-65.6 1
-51.6
-62.8
-51.1
-61.8
-50.6
-60.9
-50.1
-60.0
-49.6
-59.0
-49.1 -58.1 -48.6
-57.2 -48.1 -56.2 -47.6
-55.3
-47.1
-54.4
49.7
49.7
48.2
48.2
47.6
47.6
47.1
47.1
46.6
46.6
46.1
46.1
45.5 45.5 45.0
45.0 44.5 44.5 43.9
43.9
43.4
43.4
42
-54.0
-66.6
-52.4
-63.8
-51.9
-62.8
-51.4 1
-61.9
-50.9
-60.9
-50.4
-60.0
-49.9 -59.0 -49.4
-58.1 -48.9 -57.1 -48.4
-56.2
-47.9
-55.2
50.5
50.5
48.9
48.9
48.3
48.3
47.8
47.8
47.3
47.3
46.7
46.7
46.2 46.2 45.7
45.7 45.1 45.1 44.6
44.6
44.1
44,1
45
-54.8
-67.6
-53.2
-64.7
-52.7
-63.7
-52.2
-62.8
-51.7
-61.8
-51.2
-60.8
-50.6 -59.9 -50.1
-58.9 -49.6 -58.0 -49.1
-57.0
-48.6
-56.0
51.2
51.2
49.5
49.5
49.0
49.0
48.5
48.5
47.9
47.9
47.4
47.4
46.8 46.8 46.3
46.3 45.7 45.7 45.2
45.2
44.7
44.7
48
-55.5
-68.5
-53.9
-65.6
-53.4
-64,6
-52.9
-63.6
-52.4
-62.7
-51.9
-61.7
-51.3 -60.7 -50.8
-59.7 -50.3 -58.8 -49.8
-57.8
-49.3
-56.8
51,8
51.8
50.2
50.2
49.6
49.6
49.1
49.1
48.5
48.5
48.0
48.0
47.4 47.4 46.9
46.9 46.3 46.3 45.8
45.8
45.2
45.2
51
-56.2
-69.4
-54.6
-66.4
-54.1
-65.4
-53.6
-64.4
-53.1
-63.5
-52.5
-62.5
-52.0 -61.5 -51.5
-60.5 -50.9 -59.5 -50.4
-58.5
-49.9
-57.5
52.4
52.4
50.8
50.8
50.2
50.2
49.7
49.7
49.1
49.1
48.6
48.6
48.0 48.0 47.4
47.4 46.9 46.9 46.3
46.3
45.8
45.8
54
-56.9
-70.2
-55.3
-67.2
-54.8
-66.2
-54.2
-65.2
-53.7
-64.2
-53.2
-63.2
-52.6 -62.2 -52.1
-61.2 -51.6 -60.2 -51.0
-59.2
-50.5
-58.2
53.0
53.0
51.4
51.4
50.8
50.8
50.2
50.2
49.7
49.7
49.1
49.1
48.6 • 4806 9 48.0 •
48.0 47.4 47.4 fQ4.9t t 1
•
11,469
46.3
46.3
57
-57.5
-7 L0
-55.9
-68.0
-55.4
-67.0
-54.8
-66.0
-54.3
-65.0
-53.8
-64.0
•
-53.2 -62.9 •52.-,•
• 1
• -6�.9 • :52,4• -60 J ff
53.6
53.6
51.9
51.9
51.4
51.4
50.8
50.8
50.2
50.2
49.6
49.6
1• _
4:5 :
ZA��B
46.6
60
-58.2
-71.8
-56.5
-68.7
-56.0
-67.7
-55.4
-66.7
-54.9
-65.7
-54.4
:47.• `� .9
• •
.4
'
-64.6
-53.8
.6 -52.7 : - .6 , -SZ'2
• X60 6
/ -5 (
-59.5
#: _s
Miami Shcres Village
APPROVED BY DATE
ZONING DEPT _r�j_
BLDG DEFT C C
SUBJECT (0 CCNIPUANCE WfTH ALL FEDERAL
STATE ANO CCUMY AUL=S AND REGULATIONS
• No. 77012
S 4.41
.. . , ftl rlli:111111fff
VA
tj
1266 NE 94 '
L6
\
k
VWC
ZZ:
FHIA - DIAGRAM SHEET
nS roam<.
.HPAovEMENT
nssoc�nri:�
NEAS;,�RE i'=CH DATE
-
�vldY 8j26,19
CUSTOVE i'S NAME
FHIA LEAD NUMBER
liPE OF PROPERTY
Ru J= FLOOR NUMBER TOTAL FLOORS
NETKiN
94621.8
HOUSE
22 2 2
w
Co
w
00
..•.
i
I
p � N
L
1
p
„x
-
z
o
D
00
p N
rn
x
>
oow
w
Co
w
00
PRODUCT APPROVAL NU
19-0318.01
OPENING IDENTIFICATIONS:
- 1, 3
I
I
0000.0
OPENING IDENTIFICATIONS:
- 1, 3
I
I
MIAMI-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33 17 5-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 P'(786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Eurotech Industries, Inc.
4201 NE 12 Terrace
Oakland Park, FL 33334
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-grodu•ct Cont+rof �e etion to • ••
be used in Miami Dade County and other areas where allowed by the Authority Having Jilhoctyon (AH4. *"**0:* • •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Conwty;lcoducf CsaWol Ser.499;•
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reset the right -to have -this .
product or material tested for quality assurance purposes. If this product or material fail? Id perform "Oft accapteY •
manner, the manufacturer will incur the expense of such testing and the AHJ may imme $lately revM,* modify' fir- •
suspend the use of such product or material within their jurisdiction. RER reserves the rirt jq revoke th 1s acceptance, •
if it is determined by Miami -Dade County Product Control Section that this product ot.2Werial 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 FJori0&.Build1`!ng bode,
.. . . ......
including the High VelocityHurricane Zone. .. •
CRIPTION: Aluminum Outswing Entrance Door-LMI
APPROVAL DOCUMENT: Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1,
1. 1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, signed
and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product 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
Limitations:
1. See Design Pressure (DP) capacity Single doors & Double doors VS locks + bolts, glazing types and water ratings
in sheet 2. Higher DP Single/Double Doors at active leaf require 3 -point lock and manual Flush bolts at top/bottom.
2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate
approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ.
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 entircty.
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 # 18-0116.03 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
MIAMI•DADE COUNTY 19-031
III' , Asyn a Expiration Date: June 10, 2024
Approval Date: April 11, 2019
Page 1
`k\`���t
Eurotech Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (Submitted under files below)
2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5,
dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
B. TESTS (Submitted under files # 14-0303.09/412-0208.03/409-0310.05)
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 0000
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-49.4 .. •
3) Water Resistance Test per FBC, TAS 202-94 • • .. . •
4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 2921-V 4• • • • • 0 0 0 0..
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203•01*0• ." •
along with installation diagram of aluminum outswing door, prepared by Hurrjgqq �nginee ding Testiri'
Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dattd113/15/U,��igned ar jL
sealed by Candido Font, P.E. 0.0 • •. 0 •
2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-9400.0:0
0000..
2) Uniform Static Air Pressure Test, Loading per FB(:, TAS 202-94 0
3) Water Resistance Test per FBC, TAS 202-94 0' ' ' so
4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 96:906
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing
Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 01 /15/04 thru 02/09/2004,
all signed and sealed by Rafael E. Droz-Seda, P.E. (transferred from file # 08-0507.10)
3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T100, dtd
01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda., P.E.
C. CALCULATIONS
1. Anchor Calculations and structural analysis, dated 07/23/15, prepared by Al-Farooq Corp., signed and
sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "Sentry Glas
0 (Clear and White) Glass Interlayer", expiring on 07/04/18.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. for their `Butacite
PVB Interlayer", expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 & no financial interests, prepared by Al Farooq
Corporation, dated 07/23/15, signed and sealed by Javad Ahmad, P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA renews NOA # 14-0303.09, expiring on June 10, 2019.
2. Test proposal # 07-3527 approved by BCCO.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-0318.01
Expiration Date: June 10, 2024
Approval Date: April 11, 2019
E-1
Eurotech Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. Evidence submitted under #18-0116.03
A. DRAWINGS
1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2
through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq
Corporation, signed and sealed by Javad Ahmad, P. E.
**00
B. TESTS
SSSS *see:*
1. None. • • .. •
SSSS..
SSSS SSSS..
C. CALCULATIONS • • • • • • •
1. None.
SSSS SSSS .Soso.
SSSS SSSS
SSSS.
SSSS.. SSSS
D. QUALITY ASSURANCE • • • • •
1. Miami Dade Department of Regulatory and Economic Resources
SSSS.. •SSSS.
E. MATERIAL CERTIFICATIONS ; •
1. Notice of Acceptance No. 16-1116.01 issued to Kuraray America., IjIC. fcr them ` Jrofosil:dl' li
clear, clear & color PVB Interlayer", expiring on 07/08/19. "'•
F. STATEMENTS
1. Statement letter of conformance to FBC 6` Edition (2017) and of no financial interest,
prepared by Al Farooq Corporation, dated 12/10/17, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. This NOA revises NOA # 18-0116.03, expiring 06/10/2019.
3. New Evidence submitted
A. DRAWINGS
1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2
through 5 of 5, dated 01 /15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq
Corporation, signed and sealed by Javad Ahmad, P. E.
B. TESTS (Reference current test submitted under files #15-0707.02)
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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with installation diagram of aluminum outswing door, prepared by American Test Lab
of South Florida, Test Report No(s). ATLSF 0304.01-15, dated 05/26/15, signed and sealed
by Stephen Warter, P.E.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-0318.01
Expiration Date: June 10, 2024
Approval Date: April 11, 2019
E-2
Eurotech Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS 0000
1. Notice of Acceptance No. 16-1116.01 issued to Kuraray America., Irk. 4y ;their ":Troiosil q4ra.
clear, clear & color PVB Interlayer", expiring on 07/08/19. " ' ; • • • •'
F. STATEMENTS • • • . ; • • • •
1. Statement letter of conformance to FBC 611 Edition (2017) and of no'fltsancial interest, .....
prepared by Al Farooq Corporation, dated 02/28/19, signed and sealj4V* aavad ,Al t tLd, RE-: • •'
G. OTHER
1. This NOA renews NOA # 18-0116.03, expiring 06/10/2024, subject&d tdyerification in next
......
renewal cycle. " :. • •00*0
•
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-0318.01
Expiration Date: June 10, 2024
Approval Date: April 11, 2019
E-3
-----------------
----------------
SEE SEPARATE NOA FOR TRANSOM RATINAND --- — ---_--(i
LOWER DESIGN PRESSURE OF TRAIfQM, y�R b •11 i• -• i * I;
'j • •/,•
TRANSCM MULLION SHALL CONTROL DE=IGN•P SUR I�• •
FOR EI6IRE AS EMBLI I • �- • '✓ •
,�
• II
• I�
I I • I• • '�. •
I I
f
& CAPACITY
'�y==___-----
• • •• • i/•1 • • /�
-U .s•
•• • • • • • ••• •••
ALUMINUM OUTSWING ENTRANCE DOOR
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS.
ALSO' SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES
USINS MIAMI -DADE COUNT' APPROVED MULLIONS IN BETWEEN.
ALSC SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN
COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED
MULLION IN BETWEEN.
LOWER DESIGN PRESSURES FROM DOOR, SIDELTE OR MULLION
APPROVAL WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLLDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2RY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESICNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTUFE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYONC 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 S-RUCTURE RECEIVING THIS PRODUCT AND SE&ING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONOTIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY.
IN HVHZ ONE TIME APPROVAL FOR MIAMI-DADE CCUNTY TO BE OBTAINED,
IN NON HVHZ SUCH PROJECTS TO BE REVIEWED BY AHJ (AUTHORITY HAVING
JURISDICTION).
TRIBUTARY END LOAD
I I
AN) ANCHORS TO BE
SEE SHEET 2
FOR QUANTITES J
REVIEWED BY AHJ
f
& CAPACITY
5' MAX-
m
HEAD/SILL
' L. OPG.
D.
CORNERS
13'
SURFACE APPLIED
FALSE MUNTINS
MAY BE USED
DOOR HINGES
I I
I
SEE SHEET 2
FOR QUANTITES J
f
& CAPACITY
3
m
' L. OPG.
D.
3? 1/8 -
/8"LEAF
Y
LEAF WIDTH
LOCK OPTION '1'
SINGLE DOOR W/ 3 POINT LOCK
SEE Op CHART ON SHEET 2
LOCK OPTION '2'
SINGLE DOOR W/ 3 POINT LOCK + FLJSH BOLTS
SEE Dp CHART ON SHEET 2
TYPICAL ELEVATIONS
PRODUCTRENUWCD
rsc ptyiug with the Fbri&
HOWieg Cede
A—ptaace Na f5 -03I f1 •C )
1iA(11tJiI4e DLte UU3t IC,toZ-v
Dy it- 4 \ tl . --"r
i tinri Dadi ired•ct CmmW
THESE DOORS ARE RATED FOR LARGE & SMALL MSSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
OR0011C F REVISED
m 0-ptyfeg With tpe Fb &
DldAIaY C.&
A—#k.ce Ne-b17N;.03
ae� ISI, I.l_t —
May 8,2018»
STATE OF
A� ••• 'Ot'JiiOP'.•.•r'�'
10 4ftV
drawing no.
W04-01
(4) ANCHORS It
AT MTG. STLE ENDS �
75 3/4'
AT 3' O.C. _._ •• MMS:DEH • • ••• 4Y__ i
DOOR HINGES \^ • • • • • • • • • • 0 Z h f
SEE SHEET 2 • •3" MV(. _•_•_ -� 5" MAX. b
FOR OUANTITJES �, \•• READ`!ILL • • • EAD/SILL O F m 9
& CAPACITY \A \ !\ • • • • • • •0 O VRNERS H W m
7i 7- \
OWN
—��,III� a o�
�' i � i s ••�� \� • • • �i i•i Oc�iaM �
• • / • •\ •i:
• • • V a In
zap E li l / • i �i 41 •• 0 IL 0 °
(J
j woo .I I ACTT •• •INfi41NE• • = J OmQ J
LEAF• GEOF • • cp n :coz III
no
oawe __ -/��yy __-/_ x IJ w tt'1tODUCT 1i:.A{BWfL o
i a N I I -- _. //bl - -- < m au complying n;th ft F'b"m
= z N I Briding Cady O
k' ep O I I \ I n / < ,4eerpiaaet No �'1-G 3(,4.01
C Mm
.9, 1cl, 0t to o
w$ o l I i \\ ! i // $tio,w DaddVraftKt- <
w
_________
0 1
< N °t=+tiDfyleg with a. FLsdia p 41 Z "p
C :
/f ptaaeaNn G'-n1i,U3 m'
MIAMI -DARE COUNTY / mw A:ee g ale ( /, I p o m
APPROVED MULLION /� I F.ipirapb lhftc ¢ W O O
SEE SEPARATE NOA // �_ 29�� \ -'o
D.L. OPG.
TRIBUTARY END LOAD/ 36 3/8" 36 3/8" Capt
AND ANCHORS TO BE -- REVIEWED BY AH! (3) ANCORS LEAF WIDTH - LEAF WIDTH^
1 I to
LAT MTG.HSTILE ENDS j
AT 3" 0. C. INTO CONC.
LOCK OPTION '2' - n
DOUBLE ODOR W/ 3 POINT LOCK t FLUSH BOLTS m
SEE Dp CHART ON SHEET 2
N _
TYPICAL ELEVATION = dl
o p
� o
c
`tllll lliflj7j, �-ly-
/.
1• ,1tf.. 70592
ice0 STATE CF �� (I�drowing no. ' •'• FLOR10►,•. •'• ` I
-sem. • _,:dam..; I W04-01
DESIGN LOAD CAPACITY - PSF
SINGLE (X) DOORS
DOOR SIZE GLASS TYPE 'A'
WUTH I HEIGHT EXT. (+) INT. (-)
2/6 75.0 85.0
210 6/8 75.O 1 85.0
3/0 i 7/0 1 75.0 85.0
_'/6 j 75.0 85.0
2/6 75.0 85.0
2/0
75.0 85.0
2/6 8/0 75.0 1 85.0
DOORS APPROVED FOR INSTALLATIONS
WHERE WATER INFlITRennN RESISTANCE
IS RE
LOCKS SINGLE DOORS: (OPTION #1)'N
3 PONT LOCK SYSTEM AT AC-IVE LOCK STILE
36" FROM BOTTOM, KEY OPERATED ON
EXTERIOR AND THUMB TURN CN INTERIOR.
STRIKE PLATE
1-1/4" X 1/4' X 16-1/4" LONG
LTTAC.IED WITH (2) #8 X 3/4" SMS
TWO-1ANDED COMB HING
EXTRUDED ALUMINUM BRIDGE 2
BY 'GIESSE'
(5) PER LEAF
AT 6". 12". 35", 63-1/2" AN)
92-1/2" FROM TOP OF DOOR
DESIGN LOAD CA ITY 1'SF
SINGLE (X) DOORS
DOOR SIZE
GLASS TYPE 'B'
WIDTH
•
•
EXT. (+)I INT. (-)
•••
• •
100.0 140.0
•
•
• • •
7/0
I
100.0 140.0
t •
140.0
•
100.0 140.0
100.0 140.0
100.0 140.0
I
DOOR RASE BOARD
6063-T6
C M
4
\ 1
1/ DOOR
FRAME SILL
DESIGN LOAD CA ITY 1'SF
SINGLE (X) DOORS
DOOR SIZE
GLASS TYPE 'B'
WIDTH
HEIGHT
EXT. (+)I INT. (-)
2/6
3/0
3/3
6/8
100.0 140.0
100.0 140.0
100.0 140.0
2/6
3/0
3/3100-0
7/0
I
100.0 140.0
t •
140.0
2/6
3/0 I B/0
3/3
100.0 140.0
100.0 140.0
100.0 140.0
I
DOOR RASE BOARD
6063-T6
C M
4
\ 1
1/ DOOR
FRAME SILL
6063-T6
I
5
-
1/ DOOR
SILL BASE
6063-T6
-
6
V2-1481
AS REDD.
ASTRAGk_ STILE
6063-T6
-
7
VZ -1535
• •
•
•
• • •
e
• •
•
•
• •
OUROMETER 7_35 SHORE A
9
-
•
DESIGN LOAD CA ITY 1'SF
SINGLE (X) DOORS
DOOR SIZE
GLASS TYPE 'B'
WIDTH
HEIGHT
EXT. (+)I INT. (-)
2/6
3/0
3/3
6/8
100.0 140.0
100.0 140.0
100.0 140.0
2/6
3/0
3/3100-0
7/0
I
100.0 140.0
100.0 140.0
140.0
2/6
3/0 I B/0
3/3
100.0 140.0
100.0 140.0
100.0 140.0
DCORS APPROVED FOR INSTALLATIONS
WHERE WATER INFILTRATION RESISTANCE
IS REQUIRED.
LOCKS SINGLE DOORS: (OPTION p2)
MANUALLY OPERATED FLUSH BOLTS AT
OP AND BOTTOM OF ACTIVE LEAF PART #'02181
TTACHED WITH (4) #10 X 1-1/2" SMS.
3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE
36" FROM BOTTOM, KEY OPERATED ON EXTERIOR
AND THUMB TURN ON INTERIOR.
STRIKE PLATE
1-1/4" X 1/4" X 16-1/4" LONG
ATTACHED WITH (2) b8 X 3/4" SMS
HINGES SINGLE DOORS:
TWO-HANDED COMB HING
EXTRUDED ALUMINUM BRIDGE 2
BY GIESSE'
(7) PER LEAF AT 7/D AND 3/0 DOORS
AT 3", 9" AND 26-3/8" FROM
TOP AND BOTTOM, ONE AT MIDSPAN
(6) PER LEAF AT 6/8 DOORS
AT 3", 9' AND 26-3/8" FROM
TOP AND BOTTOM
DE•IG16 (LOAD CAPACITY - PSF
DOUBLE (XX)
DO E S TYPE 'A' OR
IDTH HEIG EKT. (+) INT. (-)
5/0 6/8 75.0 75_0 __
4 0 75.0
5/0 7/0 75.0 75.0
6/4 75.0 75.0
5/0 j 8/1 75.0 75.0
6/4 75.0 75.0
LOADS SHOWN ABOVE ARE FOR
INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS NOT REQUIRED.
LIMIT EXTERIOR(,) LCADS TO 48 PSF
FOR INSTALLATIONS WHERE WATER
INFILTRATION RESISTANCE IS REQUIRED.
(OPTION /2)
ITEM f
PART /
REQD.
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
ER006
AS READ.
DOOR FRAME
6063-T6
-
2
ER012
AS REDD.
DOOR LEAF
6063-T6
-
3
VZ1566
1/ LEAF
DOOR RASE BOARD
6063-T6
C M
4
VZ -1483
1/ DOOR
FRAME SILL
6063-T6
-
5
-
1/ DOOR
SILL BASE
6063-T6
-
6
V2-1481
AS REDD.
ASTRAGk_ STILE
6063-T6
-
7
VZ -1535
4/ LEAF
GLAZING BEAD
6063-T6
-
e
2801
AS REDD.
GLAZING GASKET
EPDM
OUROMETER 7_35 SHORE A
9
-
1
SHEAR CUP
6063-T6
-
10
1001/50
1/ CORNER
CORNEP. K_EY_
ALUMINUM
MONTICELLO
11
00600X
4/ LEAF
HINGES
ALUMINUM
GIESSE
12
#10 X 3/6"
4/ HINGE
HINGE INSTALLATION SCREWS
-
PH MACHINE SCREWS
13
-
AS READ.
BULB W'STRIPPING
-
14
f10 x 2'
AS REOD.
ASSEMBLY SCREWS
-
HH SELF DRILLING
15
N12 X 1-1!4
-
FRAME ASSEMBLY SCREWS
-
SMS
ACTIVE LEAF:
MANUALLY OPERATED FLUSH BOLTS AT
TOP AND BOTTOM OF ACTIVE LEAF PART #02181
ATTACHED WITH (4) #8 X 1-1/2" SMS.
3 POINT�LOCKTEM AT ACTIVE LOCK SOLE"FROKEY OPERATED ON EXTERIORAND N INTERIOR.
INACTIVE LEAF
MANUALLY OPERATED CONCEALED FLUSH BOLTS AT
TOP AND BOTTOM OF INACTIVE LEAF PART /02168
ATTACHED WITH (4) JS X 1-1/2" SMS.
HINGES DOUBLE DOORS:
TWO-HANDED COMB KING
EXTRUDED ALUMINUM BRIDGE 2
BY 'GIESSE'
(5) PER LEAF
AT 6", 12", 35 63-1/2' AND
92-1/2" FROM TOP OF DOOR
NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE
ENGAGED DURING PERIODS OF HURRICANE WARNING.
73/16" HEAT STREN'D GLASS
3/16' HEAT STREN'D CLASS
•r
PRODUCT RENEWED �j..c.•' VCE,+lgF' :�g`) \
Y••,';;
n
o
090" Intertayo
` 100" Intartay.r
a '
�Trosifol PVB
'kuroray America. Inc.'
SentryGlos
`By 'Kurcray
-
'o
\ ,By
America, Inc.'
\ 111
\1���'•,
W04-01
3/16" HEAT STREN'D GLASS
-3/16" HEAT STREN'D GLASS
o
C M
W
Il)
w 1 SILICONE
1
1 SILICONE
�
i •L 'o
a °' o
,- GE SCS 2800 t
1 1 ! SILGLAZE II to
1- GE SCS 2800
_ I 1 SILGLA2E II
w
Z
O L� r
C
CL
Z
0
ISI
,� C
I
I I
Ji
O om
Y
7
1 '--1--
a
N O-
W a O
GLASS TYPE 'A'
GLASS TYPE
m his;
GLAZING OPTIONS •ROOUCCREYISEN
w c plyl.g with We Flod&
c
Feltldleg("4�
Oi c
a ¢
A,pt..ce Na -C, 119.0 3
FO
F"epinu- Dat.• i• 1 l4
3 c a
��.� •df Yrwtycl
-
NOTE:
4�N..I
GLASS CAFACITIES ON THIS
SiEET ARE
-
BASED ON ASTM E1300-09
(3 SEC. GUSTS)
AND FLORIDA BUILDING
COMMISSION
DECLARATORY STATEMENT
DCA05-DEC-219
•r
PRODUCT RENEWED �j..c.•' VCE,+lgF' :�g`) \
Y••,';;
n
o
to �P:yi.g wfib the fud& •' \.
auitti•g Code /'1 No. /0592
Acceptance
a
No 1`F-03IS-f-
E+1' 1-60o '�
`\i� t; May 8,201Si'
-
-
ityi=ts.
STATE O?
MLai�de'roductC
drawing no.
\1���'•,
W04-01
a
O
m
�n
ACCESS HOLES • • • • • • • • • • • •
WITH PLUGS • • • • • • • • •
• • i i ���• ISEE SE--•-PARATE NM
if 4
• • • • i?• RAUJS0�1 •
j8 X 1/2" S
-3" FROM ENDS
AND 10" O.C. MAX
(4) #12 X 1" SMS
AT 2" O.C. MAX.
AT CENTER OF SILL
1011 a li
I tl I
II 11 II
L -----JL ^-----J
-
II II
REDD. AT
DOUBLE (XX) DOORS
ONLY
i. �" _ • Imo -----'I —
c EDGE DIS*F. I a
TYPICAL ANCHORS_/ 1/
SEE ELEV. FOR SPACING
L
TYPICAL ANCHORS,
SEE ELEVATIONS
FOR SPACING ----
TYPICAL ANCHORS a IV
SEE ELEVATIONSMETAL
FOR SPACING] %- STRUCTURE Z n
/ I/ 0 F A
EDGE DIST.
H
jj � �w �N
O100,4`0
N
�a 0Gu'1M
sN Vous
W— O o»
I J6�= 0IL0
oN�&°S
Qtwi�m
LL 0
u02
(WOOD BJCKS AND METAL STRUCTURE NOT BY EUROTECH Q w a jI
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND I r---
ITRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL_ ANCHORS: SE= ELEV. FOR SPACING
4� (Fu -177 KSI. Fy-IE6 KSI ==20 1000 ij a ,�
INTO 2BY UCTURESIn
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)Z to on o
D p o W
THRU 1 BY BUCKS INTO CONC. OR BLOCKS a •O �
Z 7 ~ '�
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMES) w
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS :a L` r`
AMI -FADE COUNTY DIRECTLY INTO CONCRETE OR BLOCKS 3 C w `o 0
'PROVED MULLION yt2pDliCT RENEWED 0' = w mE SEPARATE NOA 1-1/4" MIN. EMBED INTO CCNCRETE (HEAD/SILL/JAMBS)
ay cvnl:lyiell with the Dad"
� U
EE Dp LIMIT NOTE IN SHEET 1) DciciagCale1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 0 Z -0 m
103(8 c1 _
Acttp:.acc Ne� O o
Ea;Jratice Date iS 2'} x{14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRs) J j N Yo
ICAL ANCHORS INTO MIAMI-DADE COUNTY APPROVED MULLIONS �a� 0
ELEV. FOR SPACING Ljfiaagi Oadr7 -_;_C etlrd OR
INTO MEAL STRUCTURES (HEAD/JAMBS) IT
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) I'mn s
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
.RODUCf REVIS" (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o R e
u �ldyia=wily t►a FbA&
beWl*Ile`d0�`L_OIt _ G3 CRITICAL EDGE DISTANCE
No
Date��:G)11t INTO CONCRETE AND BLOCKS = 2-1/2" MIN. ��� !a
INTO WOOD STRUCTLIRF = 1" MIN.
INTO METAL STRUCTURE = 3j4" MIN.Pmdact
WOOD AT HEAD OR JAMBS SG 0.55 MIN.
c y.�liOlnl
CONCRETE AT HEAD, SILL OR JAMBS f'c — 3000 PSI MIN. c' a ( 6
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm — 2000 PSI MIN. u O o
c
�V(�1R 1!f3ilr�, C_ w
!11 t
r'y' T� : �f �, Bc. T05ti2 •7 •= � - I r
�.'• �, �May8,2018Y= ���
SEALAN'PS: C2 TATE DP � !(� drowtnq no.
ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ���`"y��,'•'••�� WO4-01
ADSEL OR TEKNA 50729 S=ALANTS. �77�4�fLt���� sheet -3-- f 5�
1BY
TYPICAL ANCHORS
TYPICAL ANCHORS
SEE ELEVATIONS
WOOD BUCK
• • • • • • •
SEE ELEVATIONS
SPACING
FOR S°ACING
< a
• •
• • • ••7•
•:� •FOR
•(el�•
• • •
' t
moi=
* •
••
e EOOE DIST.
— _
^ Ju,
• ••,
_ .•� j
13
••
•
• • •
• • •
• a
a
O
m
�n
ACCESS HOLES • • • • • • • • • • • •
WITH PLUGS • • • • • • • • •
• • i i ���• ISEE SE--•-PARATE NM
if 4
• • • • i?• RAUJS0�1 •
j8 X 1/2" S
-3" FROM ENDS
AND 10" O.C. MAX
(4) #12 X 1" SMS
AT 2" O.C. MAX.
AT CENTER OF SILL
1011 a li
I tl I
II 11 II
L -----JL ^-----J
-
II II
REDD. AT
DOUBLE (XX) DOORS
ONLY
i. �" _ • Imo -----'I —
c EDGE DIS*F. I a
TYPICAL ANCHORS_/ 1/
SEE ELEV. FOR SPACING
L
TYPICAL ANCHORS,
SEE ELEVATIONS
FOR SPACING ----
TYPICAL ANCHORS a IV
SEE ELEVATIONSMETAL
FOR SPACING] %- STRUCTURE Z n
/ I/ 0 F A
EDGE DIST.
H
jj � �w �N
O100,4`0
N
�a 0Gu'1M
sN Vous
W— O o»
I J6�= 0IL0
oN�&°S
Qtwi�m
LL 0
u02
(WOOD BJCKS AND METAL STRUCTURE NOT BY EUROTECH Q w a jI
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND I r---
ITRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL_ ANCHORS: SE= ELEV. FOR SPACING
4� (Fu -177 KSI. Fy-IE6 KSI ==20 1000 ij a ,�
INTO 2BY UCTURESIn
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)Z to on o
D p o W
THRU 1 BY BUCKS INTO CONC. OR BLOCKS a •O �
Z 7 ~ '�
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMES) w
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS :a L` r`
AMI -FADE COUNTY DIRECTLY INTO CONCRETE OR BLOCKS 3 C w `o 0
'PROVED MULLION yt2pDliCT RENEWED 0' = w mE SEPARATE NOA 1-1/4" MIN. EMBED INTO CCNCRETE (HEAD/SILL/JAMBS)
ay cvnl:lyiell with the Dad"
� U
EE Dp LIMIT NOTE IN SHEET 1) DciciagCale1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 0 Z -0 m
103(8 c1 _
Acttp:.acc Ne� O o
Ea;Jratice Date iS 2'} x{14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRs) J j N Yo
ICAL ANCHORS INTO MIAMI-DADE COUNTY APPROVED MULLIONS �a� 0
ELEV. FOR SPACING Ljfiaagi Oadr7 -_;_C etlrd OR
INTO MEAL STRUCTURES (HEAD/JAMBS) IT
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) I'mn s
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
.RODUCf REVIS" (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o R e
u �ldyia=wily t►a FbA&
beWl*Ile`d0�`L_OIt _ G3 CRITICAL EDGE DISTANCE
No
Date��:G)11t INTO CONCRETE AND BLOCKS = 2-1/2" MIN. ��� !a
INTO WOOD STRUCTLIRF = 1" MIN.
INTO METAL STRUCTURE = 3j4" MIN.Pmdact
WOOD AT HEAD OR JAMBS SG 0.55 MIN.
c y.�liOlnl
CONCRETE AT HEAD, SILL OR JAMBS f'c — 3000 PSI MIN. c' a ( 6
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm — 2000 PSI MIN. u O o
c
�V(�1R 1!f3ilr�, C_ w
!11 t
r'y' T� : �f �, Bc. T05ti2 •7 •= � - I r
�.'• �, �May8,2018Y= ���
SEALAN'PS: C2 TATE DP � !(� drowtnq no.
ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ���`"y��,'•'••�� WO4-01
ADSEL OR TEKNA 50729 S=ALANTS. �77�4�fLt���� sheet -3-- f 5�
1/4' MAX.
SHIM" ••
• I
•� II
TYPICAL ANCHORS J
SEE ELEV.
FOR SPACINGI:.
. ..... • D
`C� • • i i•i i (2:iB Xi3/4'- D
7 • • • • • • •- ,YAS \
ACTIVE LEAF
•
•• • • % (13
131 • • •es! 41
• • r I• r
• • i• i•
MIAMI -DACE COUNTY
APPROVED MULLION
SEE SEPARATE NOA �-�
�I I�
------------
SEE SEPARATE NOA
FOR SIDELITE
RATING AND DETAILS
—t• --r
•• E:JE 1I(Z
h
•
•
•
• • • • •
—j
•••
• •
•
•
*00
We•
SINGLE DOOR
SEE SHEET 2
ACTIVE LEAF
1/4- MAX.
v SHIM SPACE
METAL
STRUCTURE
i
F TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
/ �-
LOCKS
SEE SHEET 2
FU EXTERIOR
I I U u
__ ____
12
1
11 (2 7 EXTERIOR
U.L. OPG.
LEAF WIDTH f
75-3/4" MAX.
FRAME WIDTH
DOUBLE DOOF
I IN -ACTIVE LEAF
(2) /S X 3/4"
SMS
1/4" MAX. I�-
h
SHIM
I
Z � pa
3..
•
n
'Na. 70592
U Ma 81201&'C'
y
2BY. WGOD BUCK/
�_---
drawing no.
a
OR
LL N
`�-
0
g;
oU
WOO\STRU VkE
W H .Oa.
LL
-
0 �ia�
I
I
o
,
O aoa A
\
O �
--
1
Q
ul
EXT.
LL Z • a
500E n
\ L TYPCAL ANCHORS
Q uZj 0 f
SEE ELEV.
7 BLOCKS
SEE SHEET 2 FOR SPACING
O
�
J
o
of
IuODUC-f REVI.ti6p
°•—Plyllt wii41LC FY.itla
0
0
O
n
e
v
b-- ing Cd.
Aa ptaun No 1 -011L•03
C�hi1'Mi«I VIII' /_ /+n 11Ct
_..sf�i�✓-
w
Z
- 10
I O M o
b ICG_-
<i
w]
� y V/WdIC( G.•I{
N
1/4' MAX.
SHIM
rn
113Y
Z
C N y m
III
_
WOOD BUCK
V)
I-
-c d
0p
4) Z -O v
l
O - o
I
W 1- o r
_
v T
• N 111
I
a
� u
oT ,�
lo'ui4
O
TYPICA_ ANCHORS
W SEE ELEV.
' o
`or o
I G
FOR SPACING
circ
rHODUCT' RENEWED
n campiyiag vvi1L the Fkriix.
Duiou:g Codr
Acrcptx:�n N,> \g- Oj1d'Q l
Expiratiaa Dau•__ \D •_ 4
Dy
Miami OastAvd aCosrtd
h
�
Z�,'+' LIGENC�c
•
n
'Na. 70592
U Ma 81201&'C'
y
�_---
drawing no.
Fa �ce.,
S?ATE OF Q,q�
04
\_
sheet 4 of 5
10
3.937 — � (V' I o
r.07J • • • • • • • 10
• ••• Z r 3
�N GI
1.815 1.634 • • • • • • • • W
• • �% Qi 2nla
2.658 • • • • • • • • •,� e „
--- / �oo°� 0�
J (q�
1.-772i
• • •• • ••• ••
••• •• • •• • ••
• • •• ••• •i• ••
••••:•
G0i
Il W zUWL•N.0�U �N
c"') DOOR FRAME
r-1.771 O HW
T m N
8
r
oda
2.830 W 0
3.673 1 12.819
2.047 FRAMTOP CRNE0C FtSMo
aMMvofyg
^m
? DOOR LEAF v mi�
cr
1.772-1 Z N _,E4
.067- 3.937 4)Z'oc4voon
'
5.177 2.921 wI ".103 N o
.238
1.638 043
0DOOR BASE BOARD L SHEAR C
LIP—
.--E A•uROtpDfyxcter Njto vis"
cm� 2.402— :
.135 6wxq Coo
�,(
I
059 1.417 1.764 .O6} 1.906
! I FRAME 80TrQM CORNER W'r'ArL P,vdret Cerh ��"" mel^1=
.5-t71— .. o
i � -
iw
—1.772--.744 591 LEAF CORNERS 0 `
PRODUCTREAH
ktiWCD
C4,",c,-rYi-9 wnh tM mrwo,
FRAME £ILL '�� ASTRAGAL STILE 8ridiegCode IQ-03� 0111 vlfr ��4\ N
Acxptmtt No - � - � .��'.• `,CFNa^g �•� , �.m o I
2.000 1.000 jam- Eipintion Date_ - /may .5 . /%• �•'\� n
70532
�— __? !Ftia—rC—Dde�'�'_rct 4•tl'u! I- � c � t.' �; : i"! _ o � I ' � I a
1.000 �1 094 .8 O
46 1 016 Tye, L" • J i ...
so t May 8,2018
�. .., sjATE DF ��� drowing no.
1.201 �' 4'• ;2URl0r'.•'•�Q� W04_01
V SILL BASE `� GLAZING BEAD �rti; t\\ll sheet j of 5 1
PRODUCT APPROVA
18-0116.0
1
. . ....
......
...... ....
......
.... ....
. .
.... ....
.....
...... ....
.....
.. .. ....
......
L
NUMBER: •.
...::.
.
OPENING IDENTIFICATIONS:
294
MIAMI•DADE MIAMI-DADE COWNTY
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) www.miamidade.eov/economy
Eurotech Industries, Inc.
4201 NE 12th Terrace
Ft. Lauderdale, FL 33334
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 by0tM*Authority
• • 0Y.• 009090
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Daces C:qunty Pref Cony flj.:.
Section (In Miami-Dade County) and/ or the AHJ (in areas other than Miami-Da4a41omuty) resewe the rifht
to have this product or material tested for quality assurance purposes. If this pfddifi•t or rgat-v t l failsr to*
perform in the accepted manner, the manufacturer will incur the expense of such'fesling and't "AHJ 1113108.
0000. .
immediately revoke, modify, or suspend the use of such product or material willlm leir jurisAtc$on. Rte"
reserves the right to revoke this acceptance, if it is determined by Miami-Dadp..CQgnty Product Control::-
Section that this product or material fails to meet the requirements of the applicable buifding cede.. 0 0
0,00
This product is approved as described herein, and has been designed to compll with the F ori0da. Building
Code • • • • •
ESCRIPTION: Series "PW-800-32" Aluminum Fixed Window - L.M.I.
APPROVAL DOC rawmg o. W08-01, titleaernes -800 Alum. Fixed Window
(L.M.I.)", sheets 1 through 5 of 5, dated 01/03/08, with revision E dated 12/11/17, prepared by AI-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA No. 15-0416.06 and consists of this page 1, 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.
�.Z • A No. 18-01.16.
021 20hft, Expiration Date: March 27, 2023
Approval Date: March 01, 2018
Page 1
Eurotech Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0929.13)
2. Drawing No W08-01, titled "Series PW -800-32 Alum Fixed Window (L.M.I.)", sheets
1 through 5 of 05, dated 01/03/08, with revision C dated 02/27/15, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
0000
B. TESTS •
. . 0000 0000..
1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 261-4 • • • • •,
2) Cyclic Wind Pressure Loading per FBC, 1'AS•203-94•••• •"••'
0
along with marked -up drawings and installation diagram of al�00p0.in.um fixe d•windop ,• • •;
prepared by Hurricane Engineering & Testing, Inc., Test Repo0I46. HtT&0*9-263-3,;. • •
dated 09/15/09, signed and sealed by Candido F. Font P.E. • • :**0 •••••
(Submitted undir iXQA No. P�-0929711);: •
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS:201-54 0000:.
0000.
2) Cyclic Wind Pressure Loading per FBC, JAS -;03-9 ; • • • •;
along with marked -up drawings and installation diagram of alttiniiium fixed *W-indoty, •
prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s MI -07-
4156, HETI-07-4157, HETI-07-4165 and HETI-07-4166, all dated 09/21/07, signed
and sealed by Candido F. Font P.E. (Submitted under NOA No. 08-0131.04)
3. 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
along with marked -up drawings and installation diagram of aluminum fixed window,
prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-07-
4158, HETI-07-4160 and HETI-07-4164, dated 09/21/07, signed and sealed by
Candido F. Font, P.E. (Submitted under NOA No. 08-0131.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014), dated 02/26/15, prepared by Al-Farooq Corporation, signed and sealed
by Javad Ahmad, P.E. (Submitted under NOA No. 13-0212.05)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18. L�L
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0116.01
Expiration Date: March 27, 2023
Approval Date: March 01, 2018
E-1
Eurotech Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with
PET Core" dated 06/19/14, expiring on 12/11/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (201.4�.and of no
financial interest, dated March 2, 2015, issued by Al-Farooy Corporatioo,•signed -and
sealed by Javad Ahmad, P.E. (Submitted undlef AVA Ao. J3,0212.OSj.
2. Laboratory compliance letter for Test Report No. HETI-09--7.; I.J,;issuecl•yHurric,*,ane •;
Engineering & Testing, Inc., dated 09/15/09, signed and sealed.by Candido F. F:)IA*,':
P.E. (Submitted un1v-AA6A No.894929.93�1 ••
3. Laboratory compliance letters for Test Reports No.'s HETPOV4I56 HMP07-4259• •
HETI-07-4165, HETI-07-4166, HETI-07-4158, HETI-07 ;4 4*0 end HE j I-07-41644 •
issued by Hurricane Engineering & Testing, Inc., all dated 0 ,12i/Q7, signed and sealed:.
by Candido F. Font, F.E. (Submitted umt?r ZY'QA No. 08-0131.
G. OTHERS • • •
1. None.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No W08-01, titled "Series PW -800-32 Alum Fixed Window (L.M.I.)", sheets
1 through 5 of 05, dated 01/03/08, with revision E dated 12/11/17, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations, complying with FBC 61h Edition (2017), dated
03/03/2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
D. QUALI T Y ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlavers" dated 12/28/17, expiring on
07/04/231.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0116.01
Expiration Date: March 27, 2023
Approval Date: March 01, 2018
E-2
Eurotech Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for
their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core"
dated 09/07/17, expiring on 12/11/18.
F. STATEMENTS
0000
1. Statement letter of conformance, complying with FBC 61h Xdition (201.7�.And of.uQ..
financial interest, dated October 10, 2017, issued by Al-Farooq:Corppr�tign; signed,
and sealed by Javad Ahmad, P.E. 000:00
00.00 '' " 0.0000
000000 0 •/ 0
0000•
G. OTHERS 0
"" "" '
0000 0000 0000.
1. Notice of Acceptance No. 15-0416.06. issued to Eurotech Inolcc hies, Inc. €4r their 90:096
Series "PW -800-32" Aluminum Fixed Window - L.M.I., apl1it-Md on 0'846/15 and
expiring on 03/27/18. :""' '
. 0 . . ..0.0•
,0000.
0 . 0
.. 0000..
.. . . 0• 0 .
*000
�0--
.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0116.01
Expiration Date: March 27, 2023
Approval Date: March 01, 2018
E-3
... . . . . ...
• ,
,
w
o
1
FALSE MUNTINS
• • • •
, ,
• •
(SURFACE APPUED)
• • •
3
• • • •
MAY BE USED
• • ••
••
• • • •
OON
•••
Eel
� p C LL
• ••
,
•
• •
p C M
co, .0
••• • •
•
••
••• ••
--'--
xQ
• •••
• •
•
•
y f9 rD
• • •
• •
•
• •
•• •
• •
•
• •
• •
jl Ij
I
�
II II
II II
SERIES PW -800-32 ALUMINUM FIXED WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI—DADE COUNTY
APPROVED WINDOWS USING MIAMI—DARE 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 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY 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 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.
11 1/4" MAX.
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
WINDOW WIDTH
�2
w
o
1
n
3
<�
8
2 g
2F q •
3
a S �•
ZJZ
�
U
\
OON
II II
'I
Eel
� p C LL
II
0 G'a11i
p C M
co, .0
II II
0y W
--'--
xQ
D
tl �
II
\ G
y f9 rD
�� jl
_Q yJyt
W Q, � F
O
jl Ij
I
�
II II
II II
v
o
I
II II
tl II
O
�
II It
v
_
II II
X
m M
UO °
3
`�
3�
---I
HEAD/SILT.
3
UJ d
U m
CORNERS
i3
0 o rn
TYPICAL ELEVATION
�
ix
Li a0
JAN 0 3 2018
ri; CEN$'•.. o i � '
PRODUCT REVISED
as campfying with the Florid„ .7 2 \ S
Building Code
Aocep.:nce Na
B„ ,� _� 0`•., S drawing no.
Miami i}•tt ?'tc.±:,u Cnt:ttol \ SyN_ •RIOP'._��`a � W08-01
C
.. .. . • • ...
••• w
• • L _
• • - ��
*00 ••
•
• NOTE:
• WIDTH AND LENGTH DIMLNSIONS CAN BE ORIENTED
• VERTICALLY ON HORIZONTALLY AS SHOWN ABOVE.
3/16" HEAT SIREN'D GLASS
DESIGN LOAD CAPACITY - PSF
DESIGN LOAD CAPACITY - IISF •
•
WINDOW DIMS.
GLASS TYPE 'A'
B'
WINDOW DIMS.
GLASS TYPE 'A'
GLASS TYPE 'B'
WIDTH
LENGTH
EXT.(+) INT.(-)-)
WIDTH �
LENGTH
Ems(+)
INT.(-
EXT.(+)
INT.(-)
26-1/2'
32"
37'
42'
48'
53-1/8'
26'
1
110.0 ( 710.00
M01
24" I
30"
36"
42"
48"
54"
60"
• •
• •
• • •
48'
•
•1
115.0
66.0
62. 9,
110.0 110.00
1.Op 11 .0 ^ . •
4B2.0
110.0 110.0.0
•1i�0 14.0 62.00
62.0
110.0 110.00
110.0 110. 62.0•
620
110.0 110.0 62.0 62.0
110.0 110.0 62.0
62.0
110.0 110.0 62.0 62.0
110.0 110.0 62.0
62.0
110.0 i 110.0 62.0 62.0_
11 .0 110A 630
L32
38-3/8'
110.0 1 110.0
6H. I
62.0
24"
30"
36"
42"
48"
54'
60'
•
• •
60"
_ 116.6 •
1 .0
2.0•
_•..,
•62.0
yy
110.0 .10.0 62.0 I 62.0
- --
110.0 I 170.0 62.0 -62.0
71 .0 • 1g0.0• 45DO
•62.0
- �'-•-•
110.0 40 11 2.Q
X62.0
110.0 110.0 62.0 62.0
110.0 110.0 62.0
620
110.0 1100 62.0 1 62.0
110.0 170.0 62.0
62.0
26-1/2
32"
770.0 62.0 I 62.0
97.8 97.6 55.1
J
55.1
_110.0
110.0 110.0 62.0
_ 60.0 60.0 49.6
49.6
3T
42"
48"
53-1/8"
50-5/8"
110.0 110.0
_6_2.0
E2.0
62.0
24'
30"
36"
42"
48"
54'
60'
72"
17..0
110.0
62.0
62.0_
110.0 110.0 62.0 62-0
110.0 110.0 62.0
62.0
110.0 110.0 62.0 I 62.0
_
110.0 110.0 62.0
62.0
104.8 104.8 58.6 1 58.8
_
110.0 110.0 62.0
62.0
26-1/2"
32'
37"
110.0 110.0 62.0 62.0
110.0 110.0 62.0
_ 62.0
_
110.0 110.0 62.0 62.0
66.7 66.7 55.1
55.1
110.0 110.0 62.0 62.0
60.0 60.0 49.6
49.6
42"
48"
53-1/6"
63"
110.0 .10.0
62.0 �_
62.0
24"
30"
36"
42'
48"
54"
84"
110.0
110.0
62.0
62.0
110.0 110.0 62.0 62.0
_
110.0 170.0_ _ 62.0
62.0
99.4 99.4 56.0 56.0
110.0 110.0
62.0
26-1/2-
32"
37"74-1/4"
110.01 110.0 62.0 62.0
_62.0
110.0 110.0 62.0
62.0
110.0 1 110.0 62.0 62.0
75.0 75.0 62.0
62.0
110.0 110.0 62.0
66.7 66.7 55.1
55.1
42'
48"
53-1/8"
110.0 110.0
_62.0
62.0
62.0
24'
30"
36'
42"
48"
I
96"
110.0
I IDO
62.0
62.0
_
75.0 75.0 62.0 62.0
110.0 110.0 62.0
62.0 _
67.8 67.8 56.0 j 56.0
110.0 110.0 62.0
62.0
26-1/2"
32"
110.0 110.0 62.0 62.0
_
75.0 75.0 62.0
62.0
110.0 110.0 62.0 62.0
1 75.0 75.0 62.0
62.0
37'
42"
I
53-1/8"
78"
110.0 110.0
62.0
62.0
24'
30"
36'
42"
108"
110.0
110.0
62.0
62.0
110.0 110.0 62.0 62.0
_ _
110.0 110.0 62.0
62.0 -
75.0 75.0 62.0 62.0
75.0 75.0 62.0
62.0
67.8 67.8 56.0 56.0
75.0 75.0 62.0
62.0
26-1/2"
32"
37"
110.0 ( 110.0
62.0
24'
30"
36"
120"
110.0
1 110.0
62.0
62.0
_ _ _62.0
110.0 110.0 62.0 62.0
75.0 75.0_ 62.0
62.0
110.0 110.0 62.0 62.0
75.0 75.0 62.0
62.0
42'
48'
84"
110.0 170.0
62.0
62.0
_
75.0 75.0 62.0 62.0
56.0 56.0
3T
42'
q8'
11 0.0110.0 62.0 62.0
1 62.0 62.0
96"
110.0 110.0 62.0 $2.0
_)
75.0 i 75.0 62.0 1 62.0
75.0 1 75.0 62.0 1 62.0
••• w
• • L _
• • - ��
*00 ••
•
• NOTE:
• WIDTH AND LENGTH DIMLNSIONS CAN BE ORIENTED
• VERTICALLY ON HORIZONTALLY AS SHOWN ABOVE.
3/16" HEAT SIREN'D GLASS
`\
\ .090" Interlayer
\
�SentryGlas
'Kuroray
\By America, Inc.'
\1
3/16' HEAT STREWD GLASS
z m
SILICONE
z- m
N
_
GE SCS 2800
s
5
I
II
II
I
I
I
O
O
w
GLASS TYPE 'A'
GLAZING OPTIONS
3/16" HEAT STREN'D GLASS
090" Interlayer
\\- Sa(lex CP With PET Core
\ By 'Eastman Chemical Co.'
\ 1-3/16" HEAT STREN'D GLASS
GLASS TYPE V
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS).
SILICONE
GE SCS 2800
AN 0 3 2018
PP.ODUC. oyvi.SPl?
„6 rcramjlyiaq w.0 4,e Floriw,.
�v
Z �n
n
E 2 n
Qa <�
0 O p
W
dot
0 ti
v13 m
a0KO 8
0 IK
0 -a
N
O
n
Q W M W p
wN -o
r � g
Qw$Sw
a�W
Z f L\GE'VSR •.
1y' �S ATE CF moo/ drawing no.
1BY
WOOD BUCK
a�
A'j
• . ••• •
. : : • ••:
TYPICAL ACI -.ORS CHORS •
• • •SEE • • .�
FOR SPACING
C\SE
. • • METALS •
IE DIST.• • &TRUCTUV •
•
• •\ •
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
1-1/2 1ILL/JAMBS)
• • TYPICAL ANCHORS o
.AL ANCHOR! • SEE ELEV.
SPACING FOR SPACING o
U �
E E • MWAI-.DE COUNTY APPROVED m Z m
' • • MULLION & MULLION ANCHORS ` 0
���•• •� • • SEE SEPARATE NOA O t' EDGE H m <
/f\ : • • EDGE ;\ DISI. Q a Z N a
}� l • DIST.3 O W g
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL TNG
WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH q ' (Fu= 77 KSI, Fy-15S KS
Y,� =� N
IL a! Z
J 00 Q j
Qu�t<f
I,
^
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM BY WOOD BUCKS OR WOOD STRUCTURES
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
1-1/2 1ILL/JAMBS)
d
.�
;
THRU 1 BY BUCKS INTO CONC. OR BLOCKS
z
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
R
O M
- .MIN. EMBED INTO BLOCKS (JAMBS
0
rl
DIRECTLY INTO CONCRETE OR BLOCKS
0 o
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)MIS
N I O
�
M
� LLL b
OR SELF (GRADE
I
C cel m
<: INT 0 MIAMI-pADE COUNTY APPROVED MULLIONS
I
t a n
uj b
OR
TRUCTURESHEAD
a0
(3) THREADS MIN. T N BEYOND METAL THICKNESS
w
O O s
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
wit
t
3
WNdO ep1
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
c
-�
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
r
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
P T.
INTO WOOD STRUCTURE = 1' MIN.52S
INTO METAL STRUCTURE = 3/4" MIN.
2
WOOD AT HEAD, S'LL OR JAMBS SG - 0.55 MIN.
o
a
g fv
CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN.
6
o "
C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN.
? 1BY' �TYF+LCAL ANCHORS
iCHORS so WOOD BUCK 7 SEE ELEV.
-�_ I FOR SPACING
NG
EDGE GIST.
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 'I -
c
CRL SMALL JOINT SEALER.``\\III111j,,, ` �
JAN U 3 2016 .,.���Ft AH
rRooucTxFv1SED 1 �
i. c.Prp7rcg with Hx florid,c
IX ad
o u c
TE OF dW08-01
rra� inn no�I.
IT
• ... .:.
• •• •• ' •• •• ••• ...•• • •••• •••
.. •••.. •
'• OQOQaQ{iii iOO4pN�pQft�
qV., yr�IdCNNoi
Ir
ui
i
Z
UMIAMI-DADE CONTY *TYPICAL Ai.CHORS • • • ••
APPR,D CLIPPED MULLION -7 SEE ELEV. FOR SPACING N
SEE SEPARATE NOA•• •
... .. .•�
• • CL C
• 0CZG•.
•..• W �aOU
jn�
� n
J o
Y M
EXTERIOR z `
WINDOW WIDTH WINDOW WIDTH
w M
TYPICAL ANCHORS t LL m
SEE ELEV.
TYPICAL ANCHORS iDY FOR SPACING 01 C N o,
SEE ELEV.
FOR SPACING �WOCD BUCKS = tal a
1/4' MAX. / ) r Z Y
1/4" MAX.
t Cl SHIM TYPICAL ANCHORS 1/4' SHIM // w O -2 Z
C SEE ELEV. i¢ 7 N a=
FOR SPACING r
VFl
-11/�0METAL o STRUCTURE
o w
a EXTERIOR
yam
1
D.L. OPG. (� ry y p c
WINDOW WIDTH ` m
�aYIV ``'' 0 J 2018/
`����`�IW_'�. �Y /�i'', o )�:• V ENS• � r ° o_
PR0DUGTR6VISFZ /\
cfw ph ilg id, the Flad& %C£
iTm38L�g Cods t Y
ti<Cec`12ncs.of - _ -
TE OF drawing no.
T.�iaui Uuk ?induct (:on�al �i f� ORiDt�,.'• ®�•
W08-01
hlnilt\ �
. . ... . . . ...
01 FRAME
055
z05
L. 921-1
O FRAME .COVER (OPTIONAL)
�•-1.193
.976 1.016
.055
1.004
U
GLAZING BEAD
i
2.290
L.2�25
409
2.290 --
CORNER KEY
• ••• • • • • •• •
ITKM
PART /
QUANTITY
DESCRIPTION
MATERLII. MANF./SUPPLIER/REMARKS
1
ER 014
4
WINDOW FRAME
6063-T6
2
HW 013
4
FRAME COVER (OPTIONAL)
6063-T6 -
3
ER 015
4
GLAZING BEAD
6063-T6 -
4
-
4
CORNER KEY
6063-T5 -
05
-
4
WEDGE GASKET (75 DUROMETER)
EPDM -
•6
-
2/ LITE
SETTING BLOCKS AT 1/4 POINTS (1/4' X 1/4' X 2" LONG)
EPOM DUROMEIER 8035 SHORE A
JraN 0 3 201`1111u1utTiF7j\
n:ODUCTREVISFD : �: •'tyCENEF •'•. \ 0 4
a; omplying a ith the Florida \ �
Uai•1n�n Ccd. '^ NO 7 0
Ac..;Aan.. No-D1.z c 1
Ezpiradon Dat. nay}I+' a
By drOwtng no.
miami Uade IiOduq i' of
%�� • _ RtoPs�� W08-01
PRODUCT APPROVA
9520.2
OPENING IDENTIFICATIONS:
2-4
0000
. . 0000
0000..
0000..
0000..
0000 0000
. .
0000 0000
0000.
0000.. 0000
00090
.. .. 0409
0000.0
L
NUMSER�..::.
,..::.
...
0000..
0000
OPENING IDENTIFICATIONS:
2-4
1/4/2018 Florida Building Code Online
BCIS Home I Log In 1 User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff i BCIS Site Map Links I Search
db
a
{ r! � Product Approval
`� 'u USER: Public User
$� `-tr• .5th
Product Aooroval Menu > Product or Aooiication Search > Application List > Application Detail
06: a: ger W. 1' FL # FL9520-117
,. �
Application Type Revision
Code Version 2017
Application Status Approved
0000
Comments • • •
• 0000
• • 0000••
Archived • • •
0000•• • • • •
0000 •
• 0000••
Product Manufacturer Custom Window Systems Inc. • •" •
0000 •
Address/Phone/Email 1900 SW 44th Avenue�
• • • • • ' • • • • •
Ocala, FL 34474 *000• 696•9 06006
(352) 368-6922 Ext 245 0000" •
0000
kpine@cws.cc 000000 06:0 0000•
0.0.00
0.0.0• •
Authorized Signature Kevin Pine • • 0 0 • • • : • j
kpine@cws.cc • 0 00000.
•• 0 • �� 0000••
Technical Representative ]ay Lathrop 00;00• 0 •
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A. Turner
Evaluation Report
Florida License PE -58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
✓ Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Year
AAMA 450-10
2010
ASTM E1886-05
2005
ASTM E1996-09
2009
PA TAS 201/202/203
1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvlHvmuJRWcZ12gTuypublNDOfxVcZHZ10%3d
1/2
1/4/2018
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Florida Building Code Online
FL9520 R7 Equiv FL9520 Eau ivalencv.odf
Method 1 Option D
09/29/2017
10/02/2017
10/05/2017
12/12/2017
FL # Model, Number or Name
Description
9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Hori:ont%lf& Verticai,.F.igit4rlange
applications. (IMPACT) • • : ""
• s
•••••• � • : • • � �
Limits of Use W� Installation Instructions
. *see*
Approved for use in HVHZ: Yes FL9520 R7 II CWS -836B= • • •
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turnewii&,Wl ; •
•••• •
Impact Resistant: Yes Created by Independent TTijra pjlty: Yes*
Design Pressure: N/A Evaluation Reports "• • •. • as
Other: Large Missile Impact; See Installation Instructions and FL9520 R7 AE EvalRenort§26'C3'.adf • • • • •
Evaluation Report for complete list of Limitations and Created by Independent Vr&%rty: Yes a:*
Conditions of Use. •. • •. • ""•
as
9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & VertTalt Fiil.& Flangoe"• •
applications. (IMPACT) ' • •
�_• •
Limits of Use Installation Instructions • • • • •
• • � •
Approved for use in HVHZ: Yes FL9520 R7 II CWS-837B.12df
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Large Missile Impact; See Installation Instructions and FL9520 R7 AE EvalReoort837B.Ddf
Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes
Conditions of Use.
9520.3
5 1/2" Alum. Tube Mullion
5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange
applications. (IMPACT)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL9520 R7 II CWS-838B.odf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Large Missile Impact; See Installation Instructions and
FL9520 R7 AE EvalReoort838B.Ddf
Evaluation Report for complete list of Limitations and
Created by Independent Third Party: Yes
Conditions of Use.
Beck Hcxt
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
® eCteU
Credit Card
Safe
•
h // lorida uilding org/ r/ r a d 1 a aram= GEVXQ DgvlHvmuJRWcZ12gTuy u 1 NDO VcZHZIO%3d 2/2
TURNER
ENGINEERING &
CONSULTING, INC.
Product Description: PVC 4" Mullion H-1759
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 837B
September 26, 2017
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h
Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. fhe product %F�tirjg
standards performed are outlined below. • • ..
oboes.
0000..
• 0000
0000..
0000:.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Pgrt, f4L ."' ••
:00.4
:
0000
2) Approval drawing CWS -837B000.
signed and sealed by Lucas A. Turner, P.E.P.E.......
, � •
3) Test Reports NCTL-210-3833-1B, -1C, -4, -4A, -5, -5A, -6, and -6A, from N� tiorial Cer��gj
""• •
Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, 9.P..; •;
• • �"
a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/01, ASTM E X996•
•„•
. .0000
04/06/09, and AAMA 450-06
4) Supplemental Calcs. to support CWS -837B, signed and sealed by Lucas A. Turner, P.E:.
0000
Installation: Units must be installed according to approval document CWS -837B.
Limitations of Use: This product:
• May be used up to the sizes and design pressures as shown in CWS -837B, using clips as shown in
CWS -837B
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• May only be used with Custom Window System, Inc. windows, please see separate individual
window unit approvals for applicable design pressures and for more details. The lower of the
individual window design pressures and the mullion design pressures shall apply to the entire
assembly.
• Requires 6063-T6 aluminum mullion and clip extrusions.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
Lucas
Turner
2017-09-28
07:34+20:00
+1111III //r11�!
,r r
?v : No 58201 •�•:��
o• STA7E of
'F1%1i111110111
zz
9/26/2017
Lucas A. Turner, P.E.
FL PE #58201
ANCHOR CLIP —•
•
..•
•
BOM & EXTRUSIONS.....................................4
EXTRUSIONS .................................................5
SECTION VIEWS.........................................6-7
i
CONFIGURATIONS & ANCHOR NOTES.......8
INSTALLATION DETAILS ..........................9-10
•
4" PVC MULL BAR z LARGE MISSILE IMPACT
SHOWI;v/I=IFPERENT ORifQNE; • •
• ••• • •00
• • ••
• •
10 G F E 0 LANCHORCLIP�
10 9 9
EXAMPLE HORIZ/.VERT. MULLION
FOR SECTION VIEW ONLY
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS...............1
DP CHARTS.................................................2-3
II
II
BOM & EXTRUSIONS.....................................4
EXTRUSIONS .................................................5
SECTION VIEWS.........................................6-7
i
CONFIGURATIONS & ANCHOR NOTES.......8
INSTALLATION DETAILS ..........................9-10
•
B
0
O
x
X
X
10 G F E 0 LANCHORCLIP�
10 9 9
EXAMPLE HORIZ/.VERT. MULLION
FOR SECTION VIEW ONLY
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS...............1
DP CHARTS.................................................2-3
II
II
BOM & EXTRUSIONS.....................................4
EXTRUSIONS .................................................5
SECTION VIEWS.........................................6-7
CONFIGURATIONS & ANCHOR NOTES.......8
INSTALLATION DETAILS ..........................9-10
•--ANCHOR CLIP
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC.
2. CONFIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL.
3. SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH.
(REFER TO SHEETS 2-3)
4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE
DESIGN OF THIS PRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD
DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
5. PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTER IS NOT REQUIRED.
6. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS.
7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT
APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE
APPROVAL.
8. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY
APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT, ENGINEER OF RECORD,
BUILDING OWNER OR CONTRACTOR.
9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY
CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR
EXTRUDED ALUMINUM.
10. VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS
SHOWN HERE IN.
11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT.
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER.
EXAMPLE VERTICAL MULLION FOR
PVC WINDOWS FOR SECTION VIEWS ONLY
Lucas
Turner
2017-09-2s
07:13+20:00
c®m *W
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
4" PVC
MULL BAR
IMPACT
Z 3<'3:pw0 awap
w Zpz D:k��
U- I -w ZF-3:�E2
Z zzm<WWOO
O OF O Q=Fjr
U 0(0 �—z Fina
Z Do
0 06 no–
< Owpm
OQ>H Z
w ZywmOJm�
a Of _
0 =I-� W Offs
a a aha
vOp�?.��0
• No 58201 .. -
13 STATE OF.:�:
a
S�OE�p�%`
z�
9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
ADE 1 09/27/012
CWS -837 B
:ALE: SHEET
1:25 1 OF 10
O
I X
4
II
II
o
X I
I
4
EXAMPLE VERTICAL MULLION FOR
PVC WINDOWS FOR SECTION VIEWS ONLY
Lucas
Turner
2017-09-2s
07:13+20:00
c®m *W
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
4" PVC
MULL BAR
IMPACT
Z 3<'3:pw0 awap
w Zpz D:k��
U- I -w ZF-3:�E2
Z zzm<WWOO
O OF O Q=Fjr
U 0(0 �—z Fina
Z Do
0 06 no–
< Owpm
OQ>H Z
w ZywmOJm�
a Of _
0 =I-� W Offs
a a aha
vOp�?.��0
• No 58201 .. -
13 STATE OF.:�:
a
S�OE�p�%`
z�
9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
ADE 1 09/27/012
CWS -837 B
:ALE: SHEET
1:25 1 OF 10
DP CHART IS FOR:
NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END):
1522 CLIPS
(4 #10 SC
" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or
DP CHART IS FOR:
NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END):
1767 CLIPS
- (6) #10 SCREWS INTO WOOD or METAL
(6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
(6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
----------------------------------------------------
Design pressure Chart, PSF, ar Ni r hlersected hpact P!C 4" Mubn HF1759, w ith 1767 clps uang six (6) #10 screws or masonry anchors per each end of rrubn. See rate bebw chert for further
anchorage nfornetbn.
_
OPENING SIZE On.)
39
45
51
57
63
69
75 318
81
87
93
99
1073/8
114
120
126
132J38145
138
3/8
483/4
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0531l8
53 118
120.0
120.0
1200
120.0
1
120.0
1200
12 .
120.
120.0
120.0
120.0
120.0
120.0
120.0
1
120.0
120.057
57
1200
120.0
120.0
1 .0
120.0
120.0
120.0
1200
1200
1200
t 0.
120.0
1 .0
120.0
1 0.
1200
120.0
70.063
63
120.
1200
1 0.0
1
120.
1200
120.0
1 .0
120.0
120.
120.0
11 .5
116.0
115.2
14.
0.0
7 .0
0.068
=68
12o.0
120.0
120.0
120.0
120.0
120.0
120.0
117.9
113.4
109.6
106.5
103.2
101.3
100.0
70.0
70.0
70.0
70.072
Z
72
120.0
120.0
120.0
120.0
120.0
120.0
113.9
108.8
104.3
100.6
97.5
94.1
70.0700
70.0
700
70.0
at
76
120.0
120.0
120.0
120.0
120.0
_112.5
105.9
101.0
96.7
93.0
89.9
86.4
70.0
70.0
70.0
70.0
J
80
7.
70.0
7.
7.
7.
7.
70.0
0.0
7.
0.0
70.0
7.
7.
70.
0.0
84
0.
0.0
0.0
0.0
70.
0.0
.0
70.
70.0
.0
0.0
70.
0.0
0.0
88
0.
70.0
70.0
70.0
7.
7.
ru.0
I 70.
70.0
/U.0
I bu. 0 1
til.3
92
70.0
.0
0.0
70.0
70.0
.0
0.0
0.
70.0
0.0
68.5
65.2
96
70.
70.0
70.0
0.0
/U.
/U./U.0
lum
tiu.0
bb.j I
bzz
bts.b
DP CHART IS FOR:
NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END):
1767 CLIPS
- (6) #10 SCREWS INTO WOOD or METAL
(6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
(6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
----------------------------------------------------
DP CHART IS FOR:
NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END):
1767 CLIPS
- (6) #12 SCREWS INTO WOOD or METAL
- (6) 1/4" ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
TWN V- W'A7Jgu 11 CY 0
VERTICAL MULLION f\ /I
NORQONTA
TML"MULLON WINDOW SYSTEMS
x T 1900 SW 44TH AVE.
OCALA, FLORIDA 34474
z N WWW.CWS.CC
ILI
IJ y
LU 4" PVC
LI L MULL BAR
F-- OPENING SIZE --i t MULL LENGTH --I IMPACT
TRIPLE
VERTICAL MULLION
TRIPLE z 3 Q z
HORQONTALMULLION O W O Ull Q w o b
z w_10 Iz o Q�z}oX�m
w L Hw3z1-3 2 =
z zzm<ww o
L OQOOH~a OvZav
0 _?FUfnw ZO �
zo U
--MULL LENGTH -- < O w O ?
OPENING SIZE'r F x } b 3 O_
TRANSOM OVERTWIN W O D O-' N p W h W
VERTICAL MULLION Z U) W O J N H
HORIZONTAL TWIN/TR MULLION Q W F It W j W 0
L a II-- 'L Q'a
I�
OPENING
I z SIZE
IW L
J
I�
I F� OPENING SIZE MULL LENGTH
TRANSOM OVER TRIPLE
VERTICAL MULLION
IL
Ix
Jzo
I�
I 9/26/2017
t--- OPENING SIZEI - LUCAS A. TURNER, P.E.
FL PE # 58201
I 1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
DP CHARTS
NOTES: NON -INTERSECTED
1. THE MULL BAR IN FOCUS FOR ANY GIVEN MULLS
CONFIGURATION IS SHOWN IN BOLD. DRAWN BY: DATE:
12. AN INTERSECTED MULL BAR HAS OTHER MULL ADE 09/27/012
BARS) ATTACHED TO IT (SHOWN IN DASHES)
THROUGH THE USE OF MULL BAR CLIPS. AN DWG #: REV.:
INTERSECTED MULL BAR WILL ALWAYS BE CWS -837 B
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
3. NON -INTERSECTED MULL BARS CAN BE ATTACHED SCALE: SHEET
TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 2 OF 10
Design Pressure Chart, PSF, for Narhiersected
hpacl PJC 4' Mrlon 141759, w/1767 tips wing six (6) #12 screws w 1/4' Elco Utracons per each and of ninon. See note bebw chart for further anchorage Morrretion.
+
OPENING SIZE In.)
39
45
51
57
63
69
75 318 1
81
87
1 93
99
107 318 1
114
120
1 126
132
138
1453/8
48 314
120.0
120.0
120.0120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
53 118
120.0
1 .0
120.
1 0.0
120.0
120.0
120.0
120.0
120.0
=1.
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
57
1 .
120.0
120.0
120.0
120.0
120.0
120.0
120.0
1
120.
120.0
120.0
120.0
120.0
120.0
120.0
120.0
70.0
63
120.0
120.
120.0
120.
1
1 0.0
120.0
120.0
120.0
120.
120.0
120.0
1 0.0
120.0
120.0
70.0
7 .0
--7=0
=68
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
119.7
70.0
70.0
70.0
70.0
Z
72
120.0
tzo.o
120. 0
120. 0
120.0
120.0
1zo.a
120.0
12o.o
120.0
116.7
112.6
70.0
70.0
70.0
70.0
70.0
at
76
120.0
120.0 1
120.0
1 120.0
120.0
120.0
120.0
120.0
115.7
111.3
107.6
103.5
70.0
70.0
70.0
70.0
J
80
7 .0
70.0
70.0
70.0
70.0
70.0
0.0
70.0
0.0
70.0
0.0
70.0
70.
0.0
84
70.
70.0
70.0
70.0
70.0
70.0
70.0
70.
70.0
70.0 1
70.0
70.0
70.0
70.0
88
0.
70.0
70.0
70.0
70.0
70.0
0.0
70.0
70.0
70.0
70.0
92
70.0
70.0
70.0
70mO
70.
70.
70.0
70.0
70.0
70.0
70.0
67.
96
70.0
70.0
70.0
0.0
70.
70.0
0.0
0.0
69.0
65.3
62.2
58.5
DP CHART IS FOR:
NON -INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END):
1767 CLIPS
- (6) #12 SCREWS INTO WOOD or METAL
- (6) 1/4" ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
TWN V- W'A7Jgu 11 CY 0
VERTICAL MULLION f\ /I
NORQONTA
TML"MULLON WINDOW SYSTEMS
x T 1900 SW 44TH AVE.
OCALA, FLORIDA 34474
z N WWW.CWS.CC
ILI
IJ y
LU 4" PVC
LI L MULL BAR
F-- OPENING SIZE --i t MULL LENGTH --I IMPACT
TRIPLE
VERTICAL MULLION
TRIPLE z 3 Q z
HORQONTALMULLION O W O Ull Q w o b
z w_10 Iz o Q�z}oX�m
w L Hw3z1-3 2 =
z zzm<ww o
L OQOOH~a OvZav
0 _?FUfnw ZO �
zo U
--MULL LENGTH -- < O w O ?
OPENING SIZE'r F x } b 3 O_
TRANSOM OVERTWIN W O D O-' N p W h W
VERTICAL MULLION Z U) W O J N H
HORIZONTAL TWIN/TR MULLION Q W F It W j W 0
L a II-- 'L Q'a
I�
OPENING
I z SIZE
IW L
J
I�
I F� OPENING SIZE MULL LENGTH
TRANSOM OVER TRIPLE
VERTICAL MULLION
IL
Ix
Jzo
I�
I 9/26/2017
t--- OPENING SIZEI - LUCAS A. TURNER, P.E.
FL PE # 58201
I 1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
DP CHARTS
NOTES: NON -INTERSECTED
1. THE MULL BAR IN FOCUS FOR ANY GIVEN MULLS
CONFIGURATION IS SHOWN IN BOLD. DRAWN BY: DATE:
12. AN INTERSECTED MULL BAR HAS OTHER MULL ADE 09/27/012
BARS) ATTACHED TO IT (SHOWN IN DASHES)
THROUGH THE USE OF MULL BAR CLIPS. AN DWG #: REV.:
INTERSECTED MULL BAR WILL ALWAYS BE CWS -837 B
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
3. NON -INTERSECTED MULL BARS CAN BE ATTACHED SCALE: SHEET
TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 2 OF 10
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
DP CHART IS FOR: • • i i i • • •
INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER E:ID: : : : : • • : • I
1522 CLIPS •• • • • • • ••• ••• 1
- (4) #10 SCREWS INTO WOOD or METAL
(4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
(4) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
----------------------------------------------------
TW IN/TRIPLE
VERTICAL MULLION
z
w
J
J
L
Design Pressure
Chart, PSF, for htersected bpact PVC4' Mrbn 1+1759, with 1767 caps usFg six (6) #10 screws «rnasonry
anchors
per each end of nubs. See note bebw chart for further arch«age i forration.
-T7 _3 3. 79.6 76.
I
I
OPENING
I NOTES:
68 1 .0 120.0 _12576- 120.0 120.0 120.0 116.1 -19 _0 102.3
96.
91.
-827
80.3 76.6
OPENING S12E (In.)
THROUGH THE USE OF MULL BAR CLIPS. AN
SIZE
I INTERSECTED MULL BAR WILL ALWAYS BE
72 12 .0 1 120.0 120. 1 .0 117.3 1 8.8 102.2 .0
90.5
85.6
77.7
75.4
39
39
45
51
57
63
69
75318
81
87
93
99
1103/8
114
120
1 126
132
138
1453/8
37
37
120.0
120.0
120.0
120.0
120.0
120.0
__T2_0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
c
42314
_78-314
120.0
1
120.0
1 0.
120.0
0
120.0
120.0
120.0
120.
120.0
__r20 0
120.0
1 0.0
120.0
115.1
11 .3
105.0
---------------------------------------------------1
120.0
120.0
1
120.0
120.
120.0
120.0
120.0
71=_720-0-1=
1 0.
120.0
120.0
118.5
114.9
109.6
1 R .7
--TOO 3
96.1
91.5
53 118
531/8
120.0
120.0
120.0
120.0
120.0
120.0
120.0
-72-6
120.0
-12M
120.0
120.0
119.5
108.1
104.9
100.0
95.5
91.5
87.8
83.6
w
57
120.0
120.0
120.6-120.0
120.
120.0
1 0.0
0
1 0.0
120.0
117.1
110.7
100.2
7 2
92.7
88.6
84.8
81.4
77.6
63
120.0
1 .0
120.0
1
1
120.0
120.0
120.0
120.0
120.0
118.8
107.6
104.5
99.7
__95 3
91.2
68
1
.7
72
20.0
120.0
1
1 0.0
1
120.0
120.0
120.0
115.0
1:2
10.5
93.0
90.3fl
75 318
1 .0
1 .0
12 .
120.0
1
1 0.0
120.0
116.2
1 9.
10 .
91.4
88.4
TW IN/TRIPLE
VERTICAL MULLION
z
w
J
J
L
I O L
I iUNITS
BELOW
F-- - MULL LENGTH --I
I
I
1
I
I
OP CHART IS FOR:
63 .0 120.0 120.0 120.0 120. 1 .0 120.0 118.7 111.4
105.
99.
-899
-T7 _3 3. 79.6 76.
I
I
OPENING
I NOTES:
68 1 .0 120.0 _12576- 120.0 120.0 120.0 116.1 -19 _0 102.3
96.
91.
-827
80.3 76.6
I
THROUGH THE USE OF MULL BAR CLIPS. AN
SIZE
I INTERSECTED MULL BAR WILL ALWAYS BE
72 12 .0 1 120.0 120. 1 .0 117.3 1 8.8 102.2 .0
90.5
85.6
77.7
75.4
39
45
51
57
75 318 1 .0 1 120.0 120. 120.0 111.3 7 9 .0 9 .2
86.0
81.4
73.9
87
I
99
HORIZONTAL MULLION
DP CHART IS FOR:
120
126
132
1
145 318
37
IN;E6RSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END):
120.0
120.0
1
120.0
120.0
120.0
7 CLIPS
120.0
120.0
120.0
1
120.0
120.0
120.0
- (6) #10 SCREWS INTO WOOD or METAL
120.0
120.0
c
I
rn
120.
1 .0
(6) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
1
120.0
120.
120.0
120.0
ISINGLEI
120.
(6) 1/4" ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
1
120.0
120.
1
iTWIN
120.0
=
---------------------------------------------------1
120.0
120.0
120.0
20.
(L
I I
OR
ITRIP E
120.0
I O L
I iUNITS
BELOW
F-- - MULL LENGTH --I
I
I
1
I
I
OP CHART IS FOR:
Design Pressure
Chart, PSF, f« htersected hpact P7C4' Mrbn 1x"1759, wih 1767 tips usig suc (6) #12
straws « 1/4' �a lNracons per each end of rrubn. See nate bebw chartf«further arch«age kdernatlon.
1767 CLIPS
- (6) #12 SCREWS INTO WOOD or METAL
I
- (6) 1/4" ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
I NOTES:
11. THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD.
12. AN INTERSECTED MULL BAR HAS OTHER MULL
OPENING SIZE (in.)
THROUGH THE USE OF MULL BAR CLIPS. AN
I INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
NON -INTERSECTED MULL BARS CAN BE ATTACHED
13.
TO THE SUBSTRATE AND OTHER MULL BARS.
39
45
51
57
63
69
753/8
81
87
93
99
110 318
114
120
126
132
138
145 318
37
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
c
42 314
120.0
120.
1 .0
1 0.0
1
120.0
120.
120.0
120.0
120.0
120.
120.
1
120.0
120.
1 0.0
120.0
120.0
=
483/4
120.0
120.0
120.0
20.
120.0
120.0
120.0
120.0
120.0
1 0.
120.0
120.0
120.0
120.0
120.0
120.0
_7T5 -1
109.5
53 118
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
120.0
119.7
114.3
109.5
105.1
100.1
W
57
120.0
120.0
120.0
120.
120.
120.
120.0
120.0
1 0.0
1
-1 -26.
120.0
-Ti 6-4
111.0
06.0
101.6
7.4
92.8
J
63
120.0
1 .0
120.0
1
1
120.0
120.0
120.0
120.0
120.0
118.8
107.6
104.5
99.7
__95 3
91.2
68
1
.7
72
20.0
120.0
1
1 0.0
1
120.0
120.0
120.0
115.0
108.3
10.5
93.0
90.3fl
75 318
1 .0
1 .0
12 .
120.0
1
1 0.0
120.0
116.2
1 9.
10 .
91.4
88.4
I O L
I iUNITS
BELOW
F-- - MULL LENGTH --I
I
I
1
I
I
OP CHART IS FOR:
INTERSECTED IMPACT 4" MULLION 1759, HORIZONTAL OR VERTICAL, USING (PER END):
1
1767 CLIPS
- (6) #12 SCREWS INTO WOOD or METAL
I
- (6) 1/4" ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
I NOTES:
11. THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD.
12. AN INTERSECTED MULL BAR HAS OTHER MULL
1 BAR(S) ATTACHED TO IT (SHOWN IN DASHES)
THROUGH THE USE OF MULL BAR CLIPS. AN
I INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
NON -INTERSECTED MULL BARS CAN BE ATTACHED
13.
TO THE SUBSTRATE AND OTHER MULL BARS.
Qemw
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
4" PVC
MULL BAR
IMPACT
Z 3 azo
r- 0w0 ¢wp0
w z0z Xk�~
U- �w3z°3�x
Z zx7¢WwOO
0 Orn�VaHNd
0 Z-'DZZFly
_O z 0 o z o 0
H-' m o U -Z
�30W-M0-
it Z
Wo W03:
w OCn to 0w(A25 W
U. J
0 w�0 ax >_
a a x�'wa
VQS.�..GE ..sF GV1.1
G.
No 58201 : 0 S
3 STATE OF j
9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
DP CHARTS
INTERSECTED MULLS
ADE I 09/27/012
CWS -837 B
ALE: SHEET
1:1 3 OF 10
USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT
11/16•
1/2" 2 13/,16"� vts• 1— ��
TOP VIEW 4
DRIP ADAPTER S-1895
17/16• (TYP.)
9/32" (TYP.)
9/32• (TYP.)
19/16- (TYP.)
\1
`0 1/4" THRU (TYP.)
31/2"�
Erf1 11/8"FLANGE ADAPTER S-1896
4' HORIZ. MULLION CLIP S-1898
4 1/4"
—jam 1 13116' � 3/18' 1/8" -j 1
7116" 4 1 3/8'
1/16'
PVC MULL COVER -6018
4" MULLBAR H-1759
SCORE, BEND, AND BREAK
I TO REMOVE FIN
A
i
TYP. FIN FRAME DETAIL A
4:1
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
13
OUTSIDE
s
2 3/16"
1/8'
t
I- 4 7/8' —
RETRO CLIP (4") F-1522-027
3
#ULLBAR CLIP "'L" MULLBAR CLIP
'-1522-XXX) (F -1767 -XXX)
.
....
. .
.
.
...
.
.
.
......
. .
. . ...
.
. . . .
F-1767-007(L&R) or
1900 SW 44TH AVE.
ICR
•
•
• • •
• •
• • • • •
(2 1/4')
OUTSIDE 7/16" (TYP.)
x
1, 1 x 4", FLAT, PVC
1 3/83/8" "
1 5/16" (TYP.)
FRAME TYPE
OPENING
ADAPTER
NEW
NGE ADAPTER
•
FLANGE
-L COVER
• ••
•
•
• i
• • • •
RETRO
RO FIT MULL ANCHOR CLIP•
•
• •
• •
• • • • •
RO FR MULL ANCHOR CLIP
•
•••
•
•
•
• •••
•
• ••
• •
FIN
NEW
OGLE 4" MULL CLIP, STANDARD
•
•
•
•
• • • • • •
RETRO
JGLE 4" MULL CLIP, FIN, LEFT
NEW
JGLE 4" MULL CLIP, FIN, RIGHT
BOX
OGLE 4" MULL CLIP, RETRO FLANGE, LEFT
• •
•
• •
• •
• •
RETRO
OGLE 4" MULL CLIP, RETRO FLANGE, RIGHT
•
•
s • i i
i i
:00
•
0 i
71 1/2", PANHEAD PHILIPS ZINC
•
•
• •
• • •
• •
• •
FLAT WASHER
•
•
• •
•
• • •
••
•
• ••
•
• • • • • •
USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT
11/16•
1/2" 2 13/,16"� vts• 1— ��
TOP VIEW 4
DRIP ADAPTER S-1895
17/16• (TYP.)
9/32" (TYP.)
9/32• (TYP.)
19/16- (TYP.)
\1
`0 1/4" THRU (TYP.)
31/2"�
Erf1 11/8"FLANGE ADAPTER S-1896
4' HORIZ. MULLION CLIP S-1898
4 1/4"
—jam 1 13116' � 3/18' 1/8" -j 1
7116" 4 1 3/8'
1/16'
PVC MULL COVER -6018
4" MULLBAR H-1759
SCORE, BEND, AND BREAK
I TO REMOVE FIN
A
i
TYP. FIN FRAME DETAIL A
4:1
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
13
OUTSIDE
s
2 3/16"
1/8'
t
I- 4 7/8' —
RETRO CLIP (4") F-1522-027
3
#ULLBAR CLIP "'L" MULLBAR CLIP
'-1522-XXX) (F -1767 -XXX)
(1 7/8")
jaQWWFpND
F-1767-002
WINDOW SYSTEMS
F-1522-014
F-1767-007(L&R) or
1900 SW 44TH AVE.
F-1767-002
OCALA, FLORIDA 34474
7
F-1767-005(L&R)
WWW.CWS.CC
F-1522-027 F-1767-005(L&R)
NOT RECOMMENDED F-1767-002
F-1522-014 F-1767-007(L&R) or
F-1767-002
1/4' THRU (TYP.)
7N6" THRU (TYP.)
111/16 (TYP.)
(1 7/8")
7/8'
1 13/16' (TYP.)
(2 1/4')
OUTSIDE 7/16" (TYP.)
1 5/16" (TYP.)
5
2 3/I16"
1I8•
L F 4 7/8"
RETRO CLIP (4") F-1522-014
4" PVC
MULL BAR
IMPACT
a i 3 az3
F- ow0 awan
w z0z X=?H
o ami>0W3m
U. rw ZF-3gx
z zxi¢QfWOO
O OHO ¢=FQf
U Um�Zal-ma
z O ZI-ZO�jUN
>- a�OwFFO-
W z cd
Oa�y0Wcow
u' m W
J
a- ix
Wp0 Ix acn
>-
a La W (
"Iunupn
....
�OPy No 582:11
131. STATE OF ': J
OR %O.
C��:
,,�SSIONA ; E� ���•
9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
ADE 1 09/27/012
CWS -837 B
ALE: SHEET
1.2 4 OF 10
1
1
3 7/8"
OUTSIDE
.. .. . . . .. .. .
. . . . . . . . . .
• ••. . •
"L' ANGLE 4" MULL CLIP, RETRO FLG (LEFT) F -1767-007L "L" ANGLE 4" MULL CLIP, RETRO FLG (RIGHT) F -1767-007R
8
'r 6 7/8"
7/16" (TYP)--{ �-- X1/4" (TYP)
41/
T 4"
OUTSIDE
5'
"L' ANGLE 4" MULL CLIP, FIN (LEFT) F -1767-005L
(WOOD CONSTRUCTION ONLY)
9
I- 67/8
o
(2 3/4") 1
u 1/2"
2 3/4"
OUTSIDE
"V ANGLE 4" MULL CLIP, FIN (RIGHT) F -1767-005R
(WOOD CONSTRUCTION ONLY)
FRAME TYPE
OPENING
•
•
• •
•
•
•
••
• •
•
•
• •
• •
•
• •
• •
• •
•
•
••
•
•
•••
•
••
u-
(x)
< mo -
2
w aa: Z(nw�QJ(nH
a
_~�
of a w�w�
a a
.
�G E N SF•.; Ptii
11
O; STATE OF 'k/-
00
.
.........
.
..
.
. .
. .
... ..
"L' ANGLE 4" MULL CLIP, RETRO FLG (LEFT) F -1767-007L "L" ANGLE 4" MULL CLIP, RETRO FLG (RIGHT) F -1767-007R
8
'r 6 7/8"
7/16" (TYP)--{ �-- X1/4" (TYP)
41/
T 4"
OUTSIDE
5'
"L' ANGLE 4" MULL CLIP, FIN (LEFT) F -1767-005L
(WOOD CONSTRUCTION ONLY)
9
I- 67/8
o
(2 3/4") 1
u 1/2"
2 3/4"
OUTSIDE
"V ANGLE 4" MULL CLIP, FIN (RIGHT) F -1767-005R
(WOOD CONSTRUCTION ONLY)
FRAME TYPE
OPENING
(F-1522-XXX)
FLANGE
NEW
NOT RECOMMENDED
RETRO
F-1522-014
FIN
NEW
F-1522-027
RETRO
F-1522-027
Box
NEW
NOT RECOMMENDED
RETRO
F-1522-014
F 6 7/8"�
" MULLBAR CLIP
(F -1767 -XXX)
((sUt!•NJ(Y®�
WINDOW SYSTEMS
1900 SW 44TH AVE.
F-1767-002
-1767-007(L&R) or
F-1767-002
OCALA, FLORIDA 34474
WWWCWS.CC
F-1767-005(L&R)
F-1767-005(L&R)
41' PVC
MULL BAR
F-1767-002
-1767-007(L&R) or
F-1767-002
IMPACT
a i 3 azo
ow0aWO .
Mw
o zOz}O��m
w �w3zl-3�x
Z z=m¢awOO
O
0U)za-�v~ia-
cn ?
u-
(x)
< mo -
2
w aa: Z(nw�QJ(nH
a
_~�
of a w�w�
a a
.
�G E N SF•.; Ptii
No 58201 :r 1
O; STATE OF 'k/-
7116" (TYP.) -� f-- F— 1/4" (TYP.) 9/26/2017
1 9/16" (TYP.)
3 7/8"
(2 7/8") 19/1
A
OUTSIDE
2 7/16'2X 2 7/16' 1l2"
6"
2X
2
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
EET DESCRIPTION.
EXTRUSIONS
AWN BY: DATE:
ADE 09/27/012
✓G N: REV.:
CWS -837 B
ALE: SHEET
1.2 5 OF 10
( )
(x)
"L" ANGLE 4" MULL CLIP, STANDARD- F-1767-002
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
EET DESCRIPTION.
EXTRUSIONS
AWN BY: DATE:
ADE 09/27/012
✓G N: REV.:
CWS -837 B
ALE: SHEET
1.2 5 OF 10
0 • 666 6 6 6 0 0
:0-0: . . . :0.0:
.
• • 6 416•
• .041.041. 4141..
• s •• • • •416 ••
15 • •• • • • •QII•
•• • •0
6 •
FIN MUST BLO EM�"IEU • •
WHERE IN • •
CONI 01U� •
f—�
qk:il 1p. n
SEAL BEHIND FLANGE PRIOR --i
APPLY SEALANT ALONG FU
LENGTH OF WINDOW FRAI
GROOVE PRIOR TO ATTACHII
COV
i
J�
TO ATTACHING WINDOW v (SEE DETAIL B) SEAL BEHIND FLANGE PRIOR O (SEE DETAIL B)
TO ATTACHING WINDOW
HORIZONTAL MULL BAR SECTION
�J FLANGE FRAME WINDOW %A1 HORIZONTAL MULL BAR SECTION (]AIVERTICAL/HORIZONTAL MUL
SEAL BEHIND FLANGE
PRIOR TO ATTACHING
WINDOW
(SEE DETAIL A) C
�J FIN FRAME WINDOW 6 BOX FRAME WINDOW
I
- - -- ----
I
APPLY SEALANT ALONG FULL
LENGTH OF MULLBAR GROOVE
PRIOR TO ATTACHING DRIP
ADAPTOR
0
15 1
SEAL BEHIND FLANGE 0 15 � 2 0
PRIOR TO ATTACHING
WINDOW
(SEE DETAIL A) 2 �.
DETAIL A
(VERTICAL MULL BAR SECTION
RANGE FRAME WINDOW
FIN MUST BE REMOV
WHERE WINDO\
CONNECT TO ML
(VERTICAL MULL BAR SECTION
FIN FRAME WINDOW
I
I
APPLY SEALANT ALONG FULL
LENGTH OF MULLBAR GROOVE
PRIOR TO ATTACHING FLANGE
ADAPTOR
IN
HL I � I
DETAIL B
99meffl
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CW S.CC
4" PVC
MULL BAR
IMPACT
Q Z 3: < 3:
F 0 W O a W Op W
W Z 0 Z O� Z m
ILL FW3Z1-�:m=
Z Z= m Q X W O O
O OHO<j)f
U 0 Zal-ula
Z Q n -?-Do
a P- 6z:)Oou-
}Z
W co w
LL y W O J m H
IX z -
a
o W~� a.x fn
a a o 3:a
/T(���4
No 5824)1 :1)
�. 'STATE OF :*W
9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESORPTION:
SECTION VIEWS
MULLS
)RAWN BY: DATE:
ADE 09/27/012
)WG#: REV.:
CWS -837 B
SCALE: SHEET
1:2 6 OF 10
3" HORZ. MULLION CLIP
(SEE NOTE 1)
. . •• •.
•. • • ••
.. .. . . . .. ..
0 Sao a le 0- 0000
. . . . . . . . . .
e A0 s
CD • F� • • • • • • •� • •
C
see 00
II i IIS • • • • • •
---------�Ij X11_
O - : _ �. 'I I� O
ei�i • '40*
• •• ••• ••
— 11 II 1I
i i =•__• _. ..
• • • •-•
gas 00
A
TOP VIEW
FIN FRAME
1
.11/16" MAX. EDGE DIST.
I
r3'MULLBAR(H-1758)
SEE NOTES 1 & 2 18 (SEE SEPARATE APPROVAL FOR
APPROPRIATE DP CHARTS)
(1 EA./CLIP)
18 or 19 SEE NOTE 4
C 4" HORIZ. TO 3" VERT. MULLBAR SECTION
7 FLANGE FRAME WINDOW
SEE NOTES 1 & 2
(2 EA./CLIP)
111E MAX EDGE DIST.
1
SEE NOTE 1
18 or 19 SEE NOTE 4
/
C'` 4" HORIZ. TO 4" VERT. MULLBAR SECTION
7 FLANGE FRAME WINDOW
C=dm
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
09/27/012
4" PVC
REV.:
MULL BAR
B
IMPACT
a
Z
z 3 ¢z3:
w D m w D W
W
zQZ LYLzw
LL
z0
F -W ZF3�2
xWOO
O
0z1-oO¢Oa
U�mZal-=1K
Ln ma
zOOVr/j�n
a
FZLL�ZOOWZ
z
OnZ?5392
W
LLm W m D w m W
0 wax
a
a.x,o
d
F= d X a.
�P..........t
�. r �.
Oy5-�GENF:�Qti:
No 58201'�71S
FOR
'p0: STATE OF :lUZ
��; O R1QP��
� G��•
18 or 19 SEE NOTE 4
�. 5' HORIZ. TO 4" VERT. MULLBAR SECTION
\7J FLANGE FRAME WINDOW
NOTES:
1. SLIDE CLIP INTO LOCATION AND SECURE WITH REM 18, AS SHOWN ABOVE.
2. PRE -DRILLED HOLES (THRU H/V CLIPS 5117 OR 5118), BY THE INSTALLER
MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE
OF 9/32" AND A MINIMUM CENTER TO CENTER SPACING OF 1/2".
3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS,
REGARDLESS OF ORIENTATION (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH
MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL.
4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL
CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL.
9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SECTION VIEWS
MULL INTERSECTIONS
ADE
09/27/012
VG #:
REV.:
CWS -837
B
ALE
SHEET
1.2
7 OF 10
TW IN
VERTICAL MULLION
1-
T
• •
• VERTICAL•MULMIOM
z
J Lu
z
J
OPENING
SIZE
z
J
rn
z
w
L
II L
-�
— —
OPENING SIZE"
TWIN
HORIZONTAL MULLION
T
N L
Oti
= N
d z
O -
LI I w
a
7O�
I ---MULL LENGTH
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
TR LE
VERTICA AdULL&L
OPENING SIZE F --
TRIPLE
HORIZONTAL MULLION
LENGTH
•
• TRANSOM AVER TWIN
MULLION
• •
• VERTICAL•MULMIOM
w
OPENING
SIZE
z
J
rn
z
w
L
.100
— —
— —
0
f
OPENING SIZE F --
TRIPLE
HORIZONTAL MULLION
LENGTH
•
• TRANSOM AVER TWIN
MULLION
• •
• VERTICAL•MULMIOM
w
OPENING
SIZE
z
J
rn
z
w
L
J
— —
— —
0
f
LENGTH
• A
•• • •
J
J
L
L
TRANSOM OVER TRIPLE
VERTICAL MULLION
OPENING SIZE --i --� OPENING SIZE I--
NOTES:
1. THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD.
2. AN INTERSECTED MULL BAR HAS OTHER MULL
BAR(S) ATTACHED TO IT (SHOWN IN DASHES)
THROUGH THE USE OF MULL BAR CLIPS. AN
INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
3. NON -INTERSECTED MULL BARS CAN BE ATTACHED
TO THE SUBSTRATE AND OTHER MULL BARS.
HORIZONTAL MULLION
ISINGLE1
TWIN
OR
TRIPLE
UNITS
BELOW
MULL LENGTH -
NOTES:
1. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPRO
DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS l
WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR.
2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9.
3. ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED
WOOD MUST BE PROTECTED TO PREVENT REACTION.
4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM SPECIFIED IN TABLE 1. SHEET 9.
5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS
ARE OPTIONAL.
6. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5.
7. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA100(FINWINDOWS), FMA/AAMA200(FLANGEWtNDOWS), FMANVDMA250(BOXWINDOWS),FMA/AAMANVDMA300(EXTERIORDOORS)
L/®m
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
4" PVC
MULL BAR
IMPACT
Z 3:CZE
I- Cw0W�a Qwd
C z0z WI'
w r-w3Zl-3gx
Z zsmaawoo
O Of-0a=�W
U Utm�ZaFtma
Q z-'o-ZI-D(n
OzuwzoU-
H-U M0OLLZ
<3:0w -H0-
} 2
LU U- D0owmawow
a
(q F-
O WPO w=xw
a a - aha
CREW N,
Op.S.��cE Ng� GQtiy�
�v No 58201
!9• STATE OF'UJ
Off. •4r `
iC•�-;ORI�P••����,
z�-
9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
CONFIGURATIONS AND
ANCHORAGE NOTES
ADE 1 09/27/012
CWS -837 B
ALE: SHEET
1:1 8 OF 10
TWIN/TRIPLE
HORIZONTAL
MULLION
T
I}
TWIN/TRIPLE
VERTICAL MULLION
w
OPENING
SIZE
z
J
rn
z
w
L
J
— —
— —
0
f
LENGTH
�—OPENING SIZE
MULL
NOTES:
1. THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD.
2. AN INTERSECTED MULL BAR HAS OTHER MULL
BAR(S) ATTACHED TO IT (SHOWN IN DASHES)
THROUGH THE USE OF MULL BAR CLIPS. AN
INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS.
3. NON -INTERSECTED MULL BARS CAN BE ATTACHED
TO THE SUBSTRATE AND OTHER MULL BARS.
HORIZONTAL MULLION
ISINGLE1
TWIN
OR
TRIPLE
UNITS
BELOW
MULL LENGTH -
NOTES:
1. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPRO
DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS l
WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR.
2. MULL CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9.
3. ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED
WOOD MUST BE PROTECTED TO PREVENT REACTION.
4. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM SPECIFIED IN TABLE 1. SHEET 9.
5. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1X BUCKS
ARE OPTIONAL.
6. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5.
7. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA100(FINWINDOWS), FMA/AAMA200(FLANGEWtNDOWS), FMANVDMA250(BOXWINDOWS),FMA/AAMANVDMA300(EXTERIORDOORS)
L/®m
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
4" PVC
MULL BAR
IMPACT
Z 3:CZE
I- Cw0W�a Qwd
C z0z WI'
w r-w3Zl-3gx
Z zsmaawoo
O Of-0a=�W
U Utm�ZaFtma
Q z-'o-ZI-D(n
OzuwzoU-
H-U M0OLLZ
<3:0w -H0-
} 2
LU U- D0owmawow
a
(q F-
O WPO w=xw
a a - aha
CREW N,
Op.S.��cE Ng� GQtiy�
�v No 58201
!9• STATE OF'UJ
Off. •4r `
iC•�-;ORI�P••����,
z�-
9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
CONFIGURATIONS AND
ANCHORAGE NOTES
ADE 1 09/27/012
CWS -837 B
ALE: SHEET
1:1 8 OF 10
SEALANT ALONG
OUTSIDE EXPOSED
EDGE BY INSTALLER
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
.. •
.
..
. .
••. ...
. . . .. .. .
. . . . . . .
CONCRETE (2.0 KSI MIN.)
.
. ... : . . . .. .
INSTALL ANCHORS THRU ANY THREE OF THE
3"
FIVE
HOLES SHOWN ON EACH SIDE OF MULL BAR.
•0
• • • •
1767 CLIP INTO SOLID CONCRETE (2.85 KSI MIN.)
•
1-1/4"
2-1/2"
2X MN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
1-3/8"
J,.4
C)
0
c
••
i• i i i i T.OpWEW •
1-3/8"
7/8"
jULj C=P 1=&/S02 CHOR RtUIREMENT
••
•
• • • • ••• ••
RETRO FIT
MULL BAR CLIP
MULL BAR
INSTALLATION ANCHOR
SEE TABLE 1
ADD STRUCTURAL ELEMENTS
AS REQ'D TO MAKE LEVEL FOR
MULL BAR
MIN.
SEE
TYPICAL FLANGE (RETRO FIT) ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FLANGE IN:
1
SEALANT ALONG
OUTSIDE EXPOSED
EDGE BY INSTALLER
PERIMETER SEALAN'
BYNSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHI
SEE TABLE 1
I TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS I
S
ANCHOR TYPE
MIN. EM
CONCRETE (2.0 KSI MIN.)
3/16" rIW TAPCON
1"
3"
MIN.
3/16" ELCO ULTRACON
1-3/4"
HOLLOW or GROUT -FILLED CMU (ASTM 790) or
1767 CLIP INTO SOLID CONCRETE (2.85 KSI MIN.)
1/4" ELCO ULTRACON
1-1/4"
2-1/2"
2X MN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
1-3/8"
7/8"
OR ELCO ULTRACON
2X MIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-3/8"
7/8"
16 GAUGE (0.060") MN. STEEL STUD
#10-16 HILTI KWIK-FLEXOR ITW
FULL THREAD
(33 KSI YIELD MIN)
TEKS SELF -DRILLING SCREW
THRU 0.060'
7/16"
1/8" ALUM. (606345 MIN.) OR
#10 GRADE 5 SELF -TAPPING /
FULL THREAD
1/8" STEEL (33 KSI MIN.)
DRILLING SCREW
THRU 0.125"
7/16"
t
C)
"L" ANGLE MULL BAR CLIP
TWO REO'D PER EACH END OF MULL
MULL BAR
INSTALLATION ANCHOR
SEE TABLE 1
it iL ADD STRUCTURAL ELEMENTS
_ AS REQ'D TO MAKE LEVEL FOR
MULL BAR
MIN. EMBEDMENT
/j SEE TABLE 1
I--�4—MIN. EDGE DIST.
SEE TABLE 1
E VERTICAL SECTION
9 TYPICAL FLANGE (RETRO FIT) ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION
NOTES:
1. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME.
2. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS
AFTER INSTALLATION.
3. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW
UNIT AS NEEDED.
4. FOUR (4) ANCHORS REQUIRED PER -P' MULL CLIP, SEE SHEETS 2-3
THREE (3) ANCHORS REQUIRED PER 'L- MULL CLIP, SEE SHEETS 2-3.
5. SEAT MULLION TIGHT TO MULL CLIP.
6. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW
SPECIFIC INSTALLATION DETAILS.
avmm
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
4" PVC
MULL BAR
IMPACT
a z 3 azo
I-OWp �WI-pp.
W ZOZ a'FZFW_-
OLL ~w 3 Z O 3 g=
Z Z22QD_Wp0
O OHO Q=Fx
U Uvo�ZaFrna
z U) z=)y
Ozzp—
000Z�H—LLmo U-
�WZ— -
W
U. fns JNW
p wH0 aa=�Y
a a W EL
No 58201 .')
cr
O'. STATE OF :u
z�
9/26/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-38D-1574
iHEET DESCRIPTION:
INSTALLATION DETAILS
FLANGE
)RAWN BY: DATE:
ADE 09/27/012
)WG#: REV.:
CWS -837 B
'GALE' SHEET
1.2 9 OF 10
. ... . . ...
% .. % ..
. . . .
.•. . . . .
••.
. • ••• • . . . •••
• • • • • • WINDOW SYSTEMS
• • • • • • • • • • • 1900 SW 44TH AVE.
• • • • • • • • • • • • • OCALA, FLORIDA 34474
• • •• • • ••• • •• WWW.CWS.CC
• •• • • ••• ••
4" PVC
.• •. ••• •• MULL BAR
. ... . . . . .. .
IMPACT
• • • . •
•• • • • • • .•• •• a z 3 <Z3:
F Ew0 awOOcj
"L" ANGLE MULL BAR CLIP Z W d 191Z
W ZQZ 0 --H
TWO REQ'D PER EACH END OF MULL MRETRO FIT ULL BAR CLIP 0 F w co 3 z 0 3 3, FO
_
Z zxi¢(ewOQ
O O�-od<XI-W
MULL BAR='—MULL BAR U U v) F- Z a I- U) O-
0 z— F
Z7w
OZCJc6Z�U—
LL
INSTALLATION ANCHOR - Jy"i — — �' O W O 2 O Z
Ii SEE TABLE 1, SHT 9 Ii l� SEE TABLEINSTALLATIO SAN ANCHOR O } } ? — ZQ
I I w LLU)FW-�OJmF-
w Z —
OUTSIDEE EXPOSED - - SEALANT ALONGE J _ - -- _ -- ll JJrn p w F O a x w
EDGE BY INSTALLER o• OUTSIDE EXPOSED . o•d a o_ a
EXTERIOR FINISH °• ° EDGE BY INSTALLER e
•°�;�: MIN. EMBEDMENT EXTERIOR FINISH MIN. EMBEDMENT
BY OTHERS:'
-` i I SEE TABLE 1, SHT 9 BY OTHERS - SEE TABLE 1, SHT 9
PERIMETER BY NSTALLERE��T PERIMETER SEALANT ��yNbF;EW)�4q
INSIDE AND OUT BY INSTALLER `�� 5 �..........
^ INSIDE AND OUT gyp•.; G E F."�Qy.�,
SUBSTRATE BY OTHERS ° J .• "•. -
SEE TABLE 1, SHT 9 SUBSTRATE BY OTHERS Z v No 58201 : I)
A SEE TABLE 1, SHT 9
MIN. EDGE DIST.•o MIN. EDGE DIST. -D : * • ¢
F VERTICAL SECTION SEE TABLE 1, SHT 9
10 TYPICAL FIN ("L" ANGLE) ANCHORAGE !� VERTICAL SECTION SEE TABLE 1, SHT 9 % 0 ,•. STATE OK :W
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 10 TYPICAL FIN (RETRO FIT) ANCHORAGE �;6\'-.�< 0 P; ����•
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION .�O R i . , G
r
9/26/2017
NOTES:
LUCAS A. TURNER, P.E.
1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS FL PE # 58201
AFTER INSTALLATION. 1239 JABARA AVE.
NORTH PORT, FL 34288
2. RECESS RETRO MULLION CLIP 3/8" MAX. FOR CLEARANCE OF WINDOW PH. 941-380-1574
UNIT AS NEEDED. SHEET DESCRIPTION:
3. FOUR (4) ANCHORS REQUIRED PER'7" MULL CLIP, SEE SHEETS 2-3. INSTALLATION DETAILS
THREE (3) ANCHORS REQUIRED PER "L" MULL CLIP, SEE SHEETS 2-3. FIN
4. SEAT MULLION TIGHT TO MULL CLIP. DRAWN BY: DATE:
5. FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW ADE 09/27/012
SPECIFIC INSTALLATION DETAILS. DWG #, REV.:
CWS -837 B
SCALE: SHEET
1.2 1MF 10