WS-19-3024Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Issue Waite:
Location Address Parcel Number
10603 NE 10TH PL, Miami Shores, FL 33138 1122320280600
Contacts
Permit o.: WS -12-19-3024
11 i' Permit Type: Windows/Shatters
INd'T Iassijlraiion: Window/Door Replacement
Permit Status: Approved
Expiration: 07/06/2020
ALAMEA BITRAN Owner THE COMPANIES OF R&S Contractor
10603 NE 10 PL, MIAMI SHORES, FL 33138 JOHN DOWNEY
Home: 7865464131 deedeebitran@gmail.com 8715 SW 129 TER, MIAMI, FL 33176
Business: 305-256-6666 laurah@rscompanies.com
Description: REPLACE 9 WINDOWS INTO EXISTING OPENINGS Valuation: $ 6,875.00 InspectRequests:
(IMPACT) 305-762-4949
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$4.20
DBPR Fee
$2.85
DCA Fee
$2.00
Education Surcharge
$1.40
Scanning Fee
$12.00
Technology Fee
$4.75
Windows/Shutters Fee
$140.00
Total:
$217.20
Payments
Date Paid Amt Paid
Total Fees
$217.20
Check # 413
12/30/2019 $50.00
Check # 414
01/06/2020 $167.20
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 the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the fore ing4inforJu is accrate and that all work will be done in compliance with all applicable laws
regulating constructio zoning. Fu ermore, I uthorrtrac r to do the work stated. J
Authorized Signature: Owner / Applicant / Contractor ent Date
January06, 2020 Page 2 of 2
p L!ZO
Miami Shores Village DECBuilding Department
BY:
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 [Tl
FBC 20
BUILDING Master Permit No. 0
PERMIT APPLICATION Sub Permit No.
rUILDING F-] ELECTRIC ROOFING REVISION EXTENSION RENEWAL
❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOBADDRESS:3 /�� ��' %�.� AFFIDAVIT REQ'D
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 01;?F-0400 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE:. FFE:
OWNER: Name (Fee Simple Titleholder): Ocr G4f. (ern Y1 Phone#:
Address: Iaylaj? I)L
City:' // 33/3
a H? I' fAlJ/°L�1' State: Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: The Companies of R & s, Inc. Phone#: 305-256-6666
Address: 8715 SW 129 TERRACE
City: MIAMI State: FL Zip: 33176
Qualifier Name: JOHN T DOWNEY Phone#: 305-256-6666
State Certification or Registration #: CGC016750 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: t� City: State: Zip:
Value of Work for this Permit: $ 6a %S, Square/Linear Footage of Work: 291
Type of Work: ❑ Addition ❑ Alteration ❑ New ,Repair/Replace ❑ Demolition
1
Description of Work: /��f��Uc-e 7 !�/�tG[��l / 1�177J C� i{jJ�j�nci, � Qrll/Kal f' (01, k1—W I
Specify color of color thru tile:
Submittal Fee $ 5O' (7,0 Permit Fee $ ( 1 0CCF $ CO/CC $
Scanning Fee $ 1%• Dn Radon Fee $ 2—.CO_ DBPP�R//$�� 2 --IBS Notary
Technology Fee $ �• �S Training/Education Fee $ •-TV Double Fee $
Structural Reviews $ Bond
TOTAL FEE NOW DUE $ (0 • !�
(Revised02/24/2014)
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 fee will be charged.
Signature f)ePq g f Signatur
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged beforre� me is Th regoi g instrument was acknowledged before me this
day ofd 20 \ b6day of ��� , 20 �, by
—Q4"- %r, :�FIn who is personally known to ��►� `i�ew ho is personally known to
me or who has produced as me or who has produced �J as
identification and who did take an o th.
NOTARY PUBLIC:
bSign:
�i Print:
Seal: -.: 'w= WYCOWAMSION#(G
oP rye['=XPIRES: ,1* IS, 2023
Wcid' 4 Public UndB wl.
identification and who did take an oath.
NOTARY PUBLIC:
Print:
t y G00WSION # CQ A4
Seal: p: EXPIRES: jt* 1S, 2023
BondAibru betry Publm Undm
APPROVED BY / Z Plans Examiner Zoning
Structural Review
(Revised02/24/2014)
Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection 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).
Acknowledgement:
Dewi" A/(7�
Qualifier/Owner Signature Date
JOHN T DOWNEY
Print Name
HUD -1 U.S. Department of Housing
A. Settlement Statement and Urban Development OMS No. 2502-0265
B. Type of Loan
Q 1. FHA Q 2. FmHA Q 3. Ccnv. Unins, S. Fite Number 7, Loan Number 8. Mortg. Ins. Case Num.
Q 4. V.A. Q S. Conv. Ins. 811ran 10603700
ID;
C. NOTE: This form is furnished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. Items
marked '(po.c.r were paid outside the closing: they are shown here for informational purposes and are not included in the totals.
D. NAME OF BORROWER:
Mitchell Aaron Bitran and Alamea Deedes Bitran, his wife
Address of Borrower.
10603 NE 10th Place, Miami Shores, Florida 33138
E NAME OF SELLER:
Gabriel Puente Gallardo and Maria T. Sanchez Del Corral, his wife
Address of Seller:
10603 NE 10 Place, Miami Shores, Florida 33138 TIN: 768-34-2099
F. NAME OF LENDER:
Address of Lender.
5,610.00 403.
G. PROPERTY LOCATION:
10603 NE 10th Place, Miami Shores, Florida 33138
N. SETTLEMENT AGENT:
The Jacobs Law Group TIN: 37.1462179
Place of Settament:
20700 W. Dixie Highway, Aventura, Florida 33180 Phone: 305-405.4444
I. SETTLEMENT DATE:
12/16/19 DISBURSEMENT DATE: 12/16/19
of b wer'ht: trsnssetlon
K. Summ of setter's transaction
1 , toss amount due ro borrower.
400 G am t due to seller:
101. Contract sales PrIce
700,000,00 401. Contract sales Price
700,000.00
102 Personal property
402. Personal property
103. Settlement charges to borrower Line 1400
5,610.00 403.
104.
404.
105,
405.
AdIustnentsfor items ILald byaoll
ustnen s•for kens id b setter n advanco:
106. CItyAown taxes
406. CityAown taxes
107. County tams from 12116/19 to 12/31/19
38226 407. County taxes from 12/16/19 to 12131119
382.26
108. Non Ad Valorem from 12116119 to 09130120
748.35 408. Non Ad Valorem from 12/16119 to 09!30120
748.35
109.1
409.
110,
410.
111.
411.
112.
412.
120, Gross amount due from borrower.,
706.740.61 420. Gross amount due to seller:
701,130.61
200 ! or t -f of bornower
SOM Reductions to t #IM to s i -
201. Deposit or earnest money
150,000,00 501. Excess deposit see Instructions
202, Principal amount of new I s
502. Settlement charges to sailer (line 1400)
22,266.16
203. Existing bens taken subject to
1503, Existing loan(s) taken subject to
204. PrincIp4l. amount of second mortgage
5(A. Payoff of first mortgage loan
352,64427
205.
505. Payoff of second mortgage ban
206.
506. Deposits held by seller
207. Principal amt of mortgage held by seller
507. Principal amt of mortgage held by seller
208.
508.
209.
509.
AdIllistminis tar Items unvaW by• seller
Adlustmente for Items unRalcl by agar:.
210. Ci Awn taxes
1510. CI /[own taxes
211. County tams
511. County taxes
212. Assessments
512. Assessments
213.
513.
214.
514.
215.
515.
216.
516,
217.
517.
218.
1518.
219.
1519,
220. Total paid byltor borrower.
150,000.00 520. Total reductions In amount due seller:
374;910.43
1 300. Cash -at sattimmm ft w
Cash at settlement tolfrom seller:
301. Gross amount due from borrower
(gna 126),
7C6,740.61 601. Gross amount due to seller
QIna'410)
701,130.61
302. Less amount paid by/for the borrower
(Ane 220)
(150,000,00) 602. Less total reductions in amount due seller
(line 520)
(374,910.43)
303. Cash ( Q From ❑ To ) Borrower.
556,740.61 603. Cash( QQ To [] From )Seller
326,220.18
Substitute Forth 1099 Seller Statement: The Information contained in blacks E, G: H, and I and on line 401 is important tax information and is being
fumished to the IRS. If you are required to file a return, a negligence penalty or other sanction will be imposed on you if this item is required to be reported and the IRS
determines that it has not been reported.
Seller Instructions: If this real estate was you principal residence, file Form 2119, Sale or Exchange of Principal Residence, for any gain, with your tax
return: for other transactions, complete the applicable parts of Form 4797, Form 6262 end/or Schedule D (Form 1040).
DoubleTlme®
HUD -1 U.S. Damrimant of Housing and Urban Development Page 2
L,.Sealeswl ch es: _ borrower POCSelim POC
700. Total Sales/Brokers Com. based on price $700,000.00 @ 1.0000%- 7,00.00
701. 7,000.00 1.0000 % to Harding Realty, Inc.
702. % to
Paid from
Borrawefs
Funds at
SeUdement
Paid from
Sellers
Funds at
Settlement
703. Commission paid at seMement
7,00.OQ
704.
to
Borrower POCSellm POC
801. Loan oppination fee
% to
802. Loan discount
% to
803. Appraisal fee
to
804. Credit report
to
805. Lenders inspection fee
to
806. Mortgage Insurance application fee
to
807. Assumption Fee
to
808.
to
809.
to
810.
to
811.
to
900. Items required by lender to be paid in advance:
Borrower POCSeller POC
901. Interest from
to /day
902. Mortgage insurance premium for
months to
903. Hazard insurance premium for
years to
904. Flood Insurance premium for
years to
905.
years to
1000. Reservesi deader.
awmwer POCSellar POC
1001. Hazard Insurance
months @
per month
1002. Mortgage insurance
months
per month
1003. City property taxes
months @
per month
1004. County property taxes
months @
per month
1005. Annual assessments
months (M
per month
1006. Flood Insurance
months @
per month
1007.
months @
per month
1008.
months @
per month
1009. Aggregate accounting adjustment
1101. Settlement or closing fee
to The Jacobs Lew Group
earowsr Poeseller POC
760.00
1102. Abstract or title search
to The Jacobs Law Group
20.00
1103. Title ahmminaton
to
1104. Title insurance binder
to
1105. Document preparation
to
1106. Notary fees
to _
1107. Attorneys Fees
to The Jacobs Law Group
650.00
(Includes above tem numbers:
)
1108. Title insurance to Old Republic National Title Insurance Companyfrhe Jacobs
3,575,00
(includes above tem numbers:
)
1109. Landers coverage (Premium):
1110. Owners coverage (Premium): $700,000.00 (;3575.00)
1111. Endorse:
1112.
to
1113.
to
1 a, (3mmm-manA rpArTdim and_ 1 r gtornev
1201. Recording fees Deed
$23.00 Mongage(s)
Reiesses
23.00
12Q2. City/county tax/stamps Deed
M ages)
1203. Statetex/stamps Deed
$4,200.00 Mortgage(s)
4200.0
1204. Non-ldentty/CMA
to Clads of the Court
23.0'
1205.
to
1300 Additional settlement cbsroF9orrower
POCSellar POC
1301. Survey
t0 Ibana &Associates
595:00
1302. Document Preparation
to Cados A. Gil, Esq.
475.00
1303. Lien Search
to Abramowitz Tax & Lien Services
320.00
1304. Wire Fees
to The Jacobs Lew Group
17.0
34.0
1305-2019 Real Estate Taxes
to Maim -Dade County Tax. Collector
9,764.16
1306. Water and Sewer Holdback
to The Jacobs Law Group
250.00
1307.
to
1306.
to
1309.
1400. Total settlement charges:
Enteron lines 103 Section J and 502 Section K
5.610.001
22,266.16
DoubleTlmeO
DocuSign Envelope ID: BAA2B1C5-2C3C-4F9A-95E1-C2433BD90628
HUD -1 SETTLEMENT STATEMENT ADDENDUM
Fas Numbs: altran 10903700
I have carefully reviewed the HUD4 Settlement Statement and to the best of my knowledge and belief, it is a
true and accurate statement of all receipts and disbursements made on my account or by me In this transaction.
I further certify that I have received a copy of the HUD -1 Settlement Statement.
Qocu3lpned by:B� �+
orrowers)
l�i-clA.c.U. Qa�^ntn, cif taut,
lit ait:raa xlamex Deedee an
Seller(s)
Gabriel Puente Gallardo bfaria S. $anchor Dal Corral
Settlement Agent
The HUM Settlement Statement which I have prepared Is a true and accurate account of this transaction. I
have caused or will cause the funds to be disbursed In accordance with this statement.
The Jacobs lar Group
� Date;
l2lc 1'
.,i
jx LORI A. RYAN
f' • -: Notary Public State of Florida
Commission * GO 224410
My Comm. Expires Jun 3, 2021
Banded through National Notary Assn.
- sc�bebLA
("Yt PCD�,Lelr 201q)
L
()LJV
WARNING: K is a crime to knowingly make false statementsA!th,lied States on this or any1other similar
form. Penaltles upon conviction can Include a fine M44npftonment. /F�or(d�etails see: Title 18 U.S. Code
Section 1001 and Section 1010. a 6 a�i�V'"—�'
HUD -1 SETTLEMENT STATEMENT ADDENDUM
File Number. Bitran 10603700
I have carefully reviewed the HUD -1 Settlement Statement and to the best of my knowledge and belief, it is a
true and accurate statement of all receipts and disbursements made on my account or by me in this transaction.
I further certify that I have received a copy of the HUD -1 Settlement Statement.
Mitchell Aaron Bitran
Borrower(s)
Alamea Deedee Bitran
�. Seller{s)
�G-alb�,riel Gallardo
Maria T. Sanchez Del Corral
Settlement Agent
The HUD -1 Settlement Statement which I have prepared is a true and accurate account of this transaction,
have caused or will cause the funds to be disbursed in accordance with this statement.
The Jacobs Law Group
By:
6�1
Date: [
M IAM I•DADE
a
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL, SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (Tn Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
(p�. M eries enttnel_120�A umm�am Hormon al Ldin Window - L.M.I,,
APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding
Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H"
dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration
date by the Miami -Dade County Product Control Section.
SILE --A_., a �.a_ a4mse-Pct esistau
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 15-0929.13 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P. E.
MIAMI RADE COUNTY
1„Ikz— :b91
zpiratton aY5 to �ppmltcr�t►2
Approva , ..ate gy7gm . ti �. 7
Page 1
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBAUTTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No.'s 10-0510.12 and 15-0512.05)
2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./
S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision
"G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad
Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test, per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94
6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a series Sentinel 120
aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test
Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel,
P.E.
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test, per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series fixed window, to
qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating
glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056
WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under previous NOA No. 15-0512.05)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test, per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a series project out
window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer®
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under previous NOA No. 15-051Z 05)
orge M. Plasencia, P. E.
Prod ct Control Unit Supervisor
NOA No. 17-0918.09
Expiration Date: September 22, 2020
Approval Date: November 02, 20].7
E-1
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test, per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading, per FBC, TAS 203--94
along with marked -up drawings and installation diagram of a series aluminum fixed
window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer®
insulating glass spacer, prepared by Certified Test Laboratories, Test Report No.
CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E.
(Submitted under previous NOA No. 15-0512.05)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Missile Impact Test, per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94
6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a series "Sentinel"
aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC,
Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J.
Abraham, P. E.
(Submitted under NOA No. 10-0510.12)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on
05/11/16, signed and sealed by Javad Ahmad, P. E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. 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.
10—Tire M. Plasencia, P. E.
Product Control Unit Supervisor
NOA No. 17-0918.09
Expiration Date: September 22, 2020
Approval Date: November 02, 2017
E-2
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS (CONTINUED)
3. 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.
4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on
05/21/16.
F. STATEMENTS
1. Statement letter of conformance, of complying with FBC 5t" Edition (2014) and of no
financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed
by Javad Ahmad, P. E.
2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15,
issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel, P. E.
3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by
Jaime Gascon, P. E., Section Supervisor.
4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated
03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all
issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. E.
(Submitted under previous NOA No. 15-0512.05)
5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by
Jaime Gascon, P. E., Section Supervisor.
(Submitted under previous NOA No. 15-0512.05)
6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by
Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J.
Abraham, P. E.
(Submitted under NDA No. 10-0510.12)
G. OTHERS
1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their
Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on
08/20/15 and expiring on 09/22/20.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./
S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision
"H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad
Ahmad, P.E.
11�4orge M. Plasencia, P. E.
Pr uct Control Unit Supervisor
NOA No. 17-0918.09
Expiration Date: September 22, 2020
Approval Date: November 02, 2017
E-3
CGI Windows & Doors, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18.
3. 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.
4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on
05/21/21.
F.
STATEMENTS
1.
G. OTHERS
1. This NOA revises NOA 415-0929.13, expiring on 09/22/20.
orge M. Plasencia, P. E.
Prqdiuct Control Unit Supervisor
NOA No. 17-0918.09
Expiration Date: September 22, 2020
Approval Date: November 02, 2017
E-4
WINDOW SCHEDULE
CODE: ASCE 7-10 "COMPONENTS AND CLADDING" METHOD 2
i�
GLASS
175 MPH
• •' • •'
EXPOSURE CATEGORY =
C
CLIO
EFFECTIVE
II
• • • • • •
'
CALC. WIND
PRODUCT
WATER
NOTICE OF
MARK
DESCRIPTION
THICKNESS/
TINT
FRAME
PANEL
WIDTH X
MANUF. /
AREA
ZONE
GCp +
GC ()
PRESSURE
PRESSURE
INFILTRATION
APPROVAL
REQUIREMENT
NO.
PRODUCT OF INTERNAL PRESSURE
TYPE
COLOR
STYLE
HEIGHT
MODEL #
(SQ.FT.)
GCp (-)
REQUIREMENT
CAPACITY
(N.O.A.)
(P.S.F.)
(P.S.F.)
W1
ALUMINUM HORIZONTAL ROLLER
5/16 LAMI
GRAY
WHITE
XO
53" x 38 }"
CGI WINDOWS &
7.0
END
+1'00
+40.1
+65
WINDOW - IMPACT RESISTANT
(TYPE "A")
10
DOORS "120"
(5)
-1.40
-53.7
-65
YES
17-0918.09
O
ALUMINUM HORIZONTAL ROLLER
5/16 LAMI
GRAY'
WHITE
XO
37" x 38 }"
CGI WINDOWS &
4.9
INT
+1'00
+40.1
+65
WINDOW - IMPACT RESISTANT
(TYPE "A")
ul
DOORS "120"
(4)
-1.10
-43.5
-65
YES
17-0918.09
OW/3
ALUMINUM HORIZONTAL ROLLER
5/16 LAMI
GRAY
WHITE
XO
74" x 38
CGI WINDOWS &
9.8
END
+1.00
+40.1
+65
v:
r
WINDOW- IMPACT RESISTANT
(TYPE "A")
DOORS "120"
(5)
-1 40
-53.7
-65
YES
17-0918.09
W4
ALUMINUM HORIZONTAL ROLLER
5/16 LAMI
GRAY
WHITE
XO
74" x 38 a'
CGI WINDOWS &+1.00
9.8
END
+40.1
+65
WINDOW - IMPACT RESISTANT
(TYPE "A")
DOORS "120"
(5)
1.40
-53.7
-65
YES
17-0918.09
WS
ALUMINUM HORIZONTAL ROLLER
5/16 LAMI
GRAY
WHITE
XO
74" x 38 4"
CGI WINDOWS &
9.8
END
+1.00
+40.1
+65
WINDOW- IMPACT RESISTANT
(TYPE "A")
DOORS "120"
(5)
-1.40
-53.7
-65
YES
17-0918.09
ALUMINUM HORIZONTAL ROLLER
5/16 LAMI
GRAY
WHITE
XO
74" x 38 i
CGI WINDOWS &®
9.8
END
+1.00
+40.1
+65
WINDOW- IMPACT RESISTANT
(TYPE "A")
a"
DOORS "120"
(5)
1.40
-53.7
-65
YES
17-0918.09
O
ALUMINUM HORIZONTAL ROLLER
5/16 LAMI
GRAY
WHITE
XO
74" x 38 }"
CGI WINDOWS &
9.8
END
+1'00
+40.1
+65
WINDOW - IMPACT RESISTANT
(TYPE "A")
DOORS "120"
(5)
-1.40
-53.7
-65
YES
17-0918.09
®
ALUMINUM HORIZONTAL ROLLER
5/16 LAMI
GRAY
WHITE
XO
74" x 38 a'
CGI WINDOWS 8
9.8
END
+1.00
+40.1
+65
WINDOW - IMPACT RESISTANT
(TYPE "A")
DOORS "120"
(5)
-1.40
-53.7
-65
YES
17-0918.09
GD
ALUMINUM HORIZONTAL ROLLER
5/16 LAMI
GRAY
WHITE
XO
53" x 38
CGI WINDOWS &
7.0
END
+1'00
+40.1
+65
WINDOW - IMPACT RESISTANT
(TYPE "A")
DOORS "120"
(5)
-1.40
-53.7
-65
YES
17-0918.09
`WITH WHITE INTERLAYER
MIN 1I1 0-101 DI■' ��� �I■ 01■ 01■ 01■
W1 O W3
WINDOW ELEVATION
SCALE: 1/8" = 1'-0"
W4 W5 W6 O W8 W9
-:AG
6102 0 E J30
v°!9
SCOPE OF WORK:
WINDOW REPLACEMENT CONSISTING OF:
• 9 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS
GENERAL NOTES:
1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE 6TH EDITION (2017) AND THE ASCE 7-10 WIND CODE.
2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS
PRIOR TO INSTALLATION.
3. WINDOW FRAMES / MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN
STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE - REFER TO
PRODUCT CONTROLS.
4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL
N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHER
OPENINGS ARE NOT PART OF THIS PERMIT.
5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E. BEAMS,
COLUMNS, FRAMING, ETC.) SHALL BE DESIGNED BY OTHERS TO WITHSTAND
THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN
PERFORMED TO VERIFY THEIR ADEQUACY.
6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN. CLEAR
HEIGHT REQUIRED IS: 24", AND A MIN CLEAR OPENING OF 5.7 SQ.tT. (j,6 §Q.
FT FOR GROUND FLOOR) SILL HEIGHT NOT TO EXCEED 44" ABOVE%1NISFED
FLOOR. ••••••
WIND LOAD CALCULATIONS,•••••
CODE: ASCE 7-10 "COMPONENTS AND CLADDING" METHOD 2
i�
WIND VELOCITY (V)=
175 MPH
• •' • •'
EXPOSURE CATEGORY =
C
CLIO
BUILDING CATEGORY =
II
• • • • • •
'
BUILDING CLASSIFICATION =
ENCLOSED
w<2(Lb
WIND DIRECTIONALITY FACTOR (Kd) =
0.85
Z
HEIGHT OF HILL OR ENTRAPMENT (H) =
N/A
• • •
TOPOGRAPHIC FACTOR (Kzt) =
1.00
MEAN ROOF HEIGHT (h) =
15 FT
Z
VELOCITY PRESSURE
EXPOSURE COEFFICIENT (Kh) =
0.85
PRODUCT OF INTERNAL PRESSURE
COEFFICIENT AND GUST
EFFECT FACTOR (GCpi) =
t 0.18
10
�E
ul
CL
_
111 l
v:
r
-:AG
6102 0 E J30
v°!9
SCOPE OF WORK:
WINDOW REPLACEMENT CONSISTING OF:
• 9 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS
GENERAL NOTES:
1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE 6TH EDITION (2017) AND THE ASCE 7-10 WIND CODE.
2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS
PRIOR TO INSTALLATION.
3. WINDOW FRAMES / MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN
STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE - REFER TO
PRODUCT CONTROLS.
4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL
N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHER
OPENINGS ARE NOT PART OF THIS PERMIT.
5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E. BEAMS,
COLUMNS, FRAMING, ETC.) SHALL BE DESIGNED BY OTHERS TO WITHSTAND
THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN
PERFORMED TO VERIFY THEIR ADEQUACY.
6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN. CLEAR
HEIGHT REQUIRED IS: 24", AND A MIN CLEAR OPENING OF 5.7 SQ.tT. (j,6 §Q.
FT FOR GROUND FLOOR) SILL HEIGHT NOT TO EXCEED 44" ABOVE%1NISFED
FLOOR. ••••••
WIND LOAD CALCULATIONS,•••••
CODE: ASCE 7-10 "COMPONENTS AND CLADDING" METHOD 2
i�
WIND VELOCITY (V)=
175 MPH
• •' • •'
EXPOSURE CATEGORY =
C
CLIO
BUILDING CATEGORY =
II
• • • • • •
'
BUILDING CLASSIFICATION =
ENCLOSED
w<2(Lb
WIND DIRECTIONALITY FACTOR (Kd) =
0.85
•' •
HEIGHT OF HILL OR ENTRAPMENT (H) =
N/A
• • •
TOPOGRAPHIC FACTOR (Kzt) =
1.00
MEAN ROOF HEIGHT (h) =
15 FT
Z
VELOCITY PRESSURE
EXPOSURE COEFFICIENT (Kh) =
0.85
PRODUCT OF INTERNAL PRESSURE
COEFFICIENT AND GUST
EFFECT FACTOR (GCpi) =
t 0.18
PRODUCT OF EXTERNAL PRESSURE
COEFFICIENT AND GUST
EFFECT FACTOR (GCp)= (NOTE 1)
BUILDING "W' AT NARROWEST DIMENSION = 50--0--
CORNER
0'-0"CORNER DISTANCE FOR ZONE 5 (a)
(MIN. OF 10% OF THE NARROWEST DIM. OR 0.4x(h)
BUT NOT LESS THAN 4% OF THE NARROWEST DIM. OR 3 FT.)
0.1 X 50'-0" =60"
0.4 X 15'-0" = 60"
0.04 X 50'-0" = 70"
a = 60"
VELOCITY PRESSURE EVALUATED AT HEIGHT z=h (qh)
qh = .00256 (Kh) (Kzt) (Kd) (V^2)
qh =.00256 (0.85) (1) (0.85) (175^2)
qh = 56.57 PSF
DESIGN WIND PRESSURE (p)
(LOW-RISE BUILDING AND BUILDING LESS THAN OR EQUAL TO 60FT)
p = (0.6)gh[(GCp) - (GCpi)]
(PRESSURE) p = (0.6) 56.57 [GCp(+) - (-0.18)]
(SUCTION) p = (0.6) 56.57 [GCp(-) - (+0.18)]
NOTE:
1. GCp SHALL BE SELECTED FROM FIGURE r-1 la BASED ON EFFECTIVE
WIND AREA AND ZONE. SEE WINDOW/ DOOR SCHEDULE.
2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL
BREAKS BEING CONSIDERED. STRUCTURAL MULLIONS NOT PART OF THE
TESTED COMPONENT ARE A STRUCTURAL BREAK.
3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE
WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT.
4. GARAGE DOOR EFFECTIVE WIND AREA SHALL BE (SPAN^2)/3.
Z
0
a
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U
O
0
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ENGINEERS
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Submittal: PERMIT SET
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CALCULATIONS
AND SCHEDULES
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License No. 64759
Date: 12-12-19
Drawn by: EAS
Checked by: PRESS
Submittal: PERMIT SET
Drawing Title:
FLOOR PLAN
Sheet:
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TYPICAL ELEVATION
u
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BUCK WIDTH
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32 7/8"
32 7/8"
ADDL. ANCHOR REQD.
AT CENTER OF ALL PANELS
OPTIONAL
D.L. OPG.
D.L. OPG.
FIXED OR OPERABLE
ABOVE PANEL WIDTHS
36 3/8"
ATHEAD/SILL
v r-111 BluI rl
SIF"" AVA�'QR
BUCK WIDTH
5 1/2" 13 5/16"
MAX' 5" MAX. MAX'
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32 7/8" 32 7/8"
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36 3/8"
VENT WIDTH
FIN FRAME
hw
sz
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EQUAL LEG FRAME
A^LUMINU HOR�ZONTA SSVrGWINDdW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2 & 3.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY
APPROVED WINDOWS USING MIAMI--DADE COUNTY APPROVED MULLIONS
IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
19Y 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 v
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOCD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON-COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
• •
••
0000•
•
0000•
•
0000
0000•
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• •
•
•
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PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0918.09
Expiration Dae 09/22/2020
By
Miami- a Product Control
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SMALL MISSILE IMPACT
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Isheet 1 of 11
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FIN FRAME
hw
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EQUAL LEG FRAME
A^LUMINU HOR�ZONTA SSVrGWINDdW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2 & 3.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY
APPROVED WINDOWS USING MIAMI--DADE COUNTY APPROVED MULLIONS
IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
19Y 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 v
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOCD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON-COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
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Expiration Date 09/22/2020
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Expiration Date 09/22/2020
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GLASS CAPACITIES ON THIS SHEET ARE
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D. MTG. RAIL: DECLARATORY STATEMENT OCA05-DEC-219
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GLASS TYPES GLASS TYPES
WIDTH
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EXT.(+)
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73"
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110"
25"
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GLASS CAPACITIES ON THIS SHEET ARE
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D. MTG. RAIL: DECLARATORY STATEMENT OCA05-DEC-219
PRODUCT REVISED
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WIDTH
HEIGHT
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73"
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D. MTG. RAIL: DECLARATORY STATEMENT OCA05-DEC-219
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GLASS TYPE 'A1' GLASS TYPE 'B1'
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FCE
E9
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M7 AT 1/4 POINTS ALL SIZES
M7 AT 1/4 POINTS ALL SIZES
14
GLASS TYPE 'A1' GLASS TYPE 'B1'
0,70" OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS
(S.M.L)
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPE 'Al', '81' & 'Cl' MUST BE TEMPERED.
1/8" HEAT STREN'D GLASS
.075" Interlayer
Soflex CP With PET Core
Eastman Chemical CO.'
OR
.090" Interlayer
SentryGlos
By 'Kuraray America, Inc.'
1/8" HEAT STREN'D GLASS
SILICONE
GE 1200
DOW CORNING 899
DOW CORNING 995
XL EDGE SPACER
ST. STEEL BY 'CARDINAL'
OR
DURASEAL BY 'QUANEX'
OR
SUPER SPACER BY 'QUANEX'
AT 1/4 POINTS ALL SIZES
GLASS TYPE '121'
0.70" OVERALL INSUL. LAM. GLASS
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0918.09
Expiration Date 09/22/2020
By
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NOA-No. 17-0918.09
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
------------------------
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I MIAMI-DADE COUNTY APPROVED I
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SEE ELEV.
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE. •
ATYPICAL ANCHORS' SEE ELEV. FOR SPACING •••�•.
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WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
WEEPHOLES: C-90 HOLLOW/FILLED BLOCK AT JAMBS f'rn = 2000 PSI MIN.
W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/5" FROM EACH ,�e�t�itl:lil►l��
END WITH PLASTIC COVER ���\ Hof,
W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END
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METAL
FLANGE & FLANGE ADAPTOR FRAME
2 3/8" MIN.
"\' I 2-3/8' MIN.
N �
WHEN USED THE MIN. WOOD BUCK
DEPTH SHALL BE 276-. THE USE OF
DEEPER OR BEVELED WOODBUCKS IS
PERMITTED.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0918.09
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
------------------------
�
I MIAMI-DADE COUNTY APPROVED I
I I MULLION & MULLION ANCHORS I I
SEE SEPARATE NOA
I I
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11 ;I
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TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE. •
ATYPICAL ANCHORS' SEE ELEV. FOR SPACING •••�•.
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STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
sTYPf�EL?i ��C' =Il
Expiration Date 09/22/2020 QC Np�w1AS0 - g t`/2"'•ivlt1
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WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
WEEPHOLES: C-90 HOLLOW/FILLED BLOCK AT JAMBS f'rn = 2000 PSI MIN.
W1 = 1/4" X 1-1/2" WEEP SLOT AT 4-1/5" FROM EACH ,�e�t�itl:lil►l��
END WITH PLASTIC COVER ���\ Hof,
W2 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END
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SHIMS
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FOR SPACING
v.Iq'
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0
—SCREENS OPTIONAL I I-•--
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WOOD BUCKS
0
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VENT WIDTH
0
TYPICAL. ANCHORS
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0 ALTERNATE
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DEEPER OR BEVELED WOODBUCKS IS
PERMITTED.
p
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l
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as complying with the Florlda •
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KITHOUOTI
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THE NEED
OF A WOOD BUCK.
2 3/8- MIN.
M 2-3/8" MIN.
WHEN USED THE MIN_ WOOD BUCK
DEPTH SHALL BE 2%*. THE USE OF
DEEPER OR BEVELED WOODBUCKS IS
PERMITTED.
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SEE SEPARATE NOA cn
BUCK WIDTH BUCK WIDTH
1
r
TYPICAL ANCHORS
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-71
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drawing no.
W10-18
sheet 7 of 11
ITEM
PART #
QUANTITY DESCRIPTION
MATERIAL
MAN-F./SUPPLIER/RE-MARKS
E1
CGf-100
- FRAME JAMB ® FIXED GLASS
6063-T6
CGI EXTRUDER
E2
CGI -113
- FRAME SILL
6063-76
CGI EXTRUDER
E3
CGI -102
- FRAME HEAD
6063-76
CGI EXTRUDER
E4
CGI -103
-
MEETING RAIL
j 6063-T6
CGI EXTRUDER
E5
CGI -104
-
LOCK RAIL
6063-T6
CGI EXTRUDER
E6
CG1-105
-
HANDLE RAIL
6063-T6
CGI EXTRUDER
E7
CGI -106
-
SASH RAIL
6063-T6
CGI EXTRUDER
E8
CGI -107
-
5/16' GLAZING BEAD
6063-T5
CGI EXTRUDER
E9
CGI -108
-
0.700" GLAZING BEAD
6063-T5
CGI EXTRUDER
E10
CGI -109
-
FRONT FLANGE ADAPTOR
6063-T6
CGI EXTRUDER
Ell
CGf-110
-
NAIL FIN ADAPTOR
6063-T6
CGI EXTRUDER
E12
CGI -135
-
TF FRAME JAMB 0 FIXED GLASS
6063-T6
CGI EXTRUDER
E13
CGI -136
-
TF FRAME HEAD
6063-T6
CGI EXTRUDER
E14
CGI -139
-
TF FRAME JAMB
6063-T6
CGI EXTRUDER
£15
CGI -140
-
l' MUNTIN
6063-T5
CGI EXTRUDER
E16
CGI -141
-
2.5" MULLION
6063-T6
CGI EXTRUDER
E17
CGI -605
-
SCREEN FRAME
6063-T5
CGI EXTRUDER
E18
CGI -114
-
SILL SNAP IN
6063-T6
CGI EXTRUDER
E19
C01- 115
-
SILL ALLER
6063-T6
CGI EXTRUDER
E20
CGI -116
-
FRAME JAMB
6063-T6
CGI EXTRUDER
E21
CGI- 117
-
HD LOCK RAIL
6063-T6
CGI EXTRUDER
E22
CGI -138
-
TF FRAME SILL
6063-T6
CGI EXTRUDER
E23
CGI -109
-
FRONT FLANGE ADAPTOR
6063-T6
CGI EXTRUDER
M1
CGI -382V
-
GLAZING BULB VINYL (DUROMETER 75-80 SHORE A)
PVC
-
M2
CGI -111
-
SCREW COVER (OPTIONAL)
PVC
-
M3
CGI -112
3' 0 ANCHORS
EQUAL LEG COVER/SHIM
PVC
-
M4
-
0.700" X 0.040' BEAD
GE1200 SILICONE
SILICONE
GE
M5
-
0.700' X 0.040" BEAD
DOW 995
SILICONE
DOW
M6
-
0.700" X 0.040' BEAD
DOW 899
SILICONE
DOW
M7
-
2/ LITE
SETTING BLOCK
EPDM
DUROMETER 80±5 SHORE A
M8
-
-
PROTECTO WRAP WATERPROOFING OR EQUIV.
-
-
M9
684
-
ROLLER TRACK
PVC
-
M10
CGI -128
2 PER SASH
ROLLER HOUSING
NYLON
-
M11
W23201NG
-
PILE WITH CENTER FIN
WOOL
ULTRAFAB OR EQUIV,
M12
CGI -129
1 PER SASH
EGRESS LOCK
ALUM.
SULLIVAN
M13
CGI -131
2 PER SASH
HANDLE RAIL END CAP
NYLON
M&M
M14
391-N
1 PER SASH
ANTILIFT BLOCK
NYLON
M&M
M15
-
OPTIONAL
RETICULATED FOAM 30 PPI
-
-
M16
CGI -134
-
JAMB SPACER
PVC
PROTOTYPE OR EQUIV.
M17
A30730401-32
1 PER WD.
CAM LOCK
ZINC
TRUTH OR EQUIV.
M18
CGI -132
2PER WD, 2"
SASH STOP
PVC
PROTOTYPE
M19
CGI -111
0 FR. HEAD
SCREW COVER
PVC
PROTOTYPE
M20
CGI -125
2PER SASH
SASH CAM (B/i BALANCE)
NYLON
M&M
M22
-
VARIES
HI-FLO WEEP COVERS
PVC
AMESBURY OR EQUIV
S2
-
2 OR 3 PER CORNER
# 10 X 1 1/4" LG. PHL. PH. SMS_ ST/ST. ASSEMBLY SCREW
-
-
S3
-
1 1/4' EMBED.
8 X 1 1/2" LG. PHL. PH. SMS, FIN ANCHOR SCREW
-
-
S4
-
4 PER WD.
8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCRE`R
S5
2 PER WD.
# 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY
-
-
S6
-
-
# 6 X 1/2" LG. FH. SMS. ® CGI -133 & CAM LOCK
-
-
S8
-
4 ®M. RAIL
# 10 X 4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY MEETING RAIL
-
-
S9
-
2 PER ANTILIFT
# 10 X 5/8" LG. PHL. PH. SMS. ST/ST. ANTILIFT SCREW
-
-
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0918.09
Expiration Date 09/2212020
By
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1.368 1 .745
E4 MEETING RAIL
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-I 1.043
35
ES LOCK RAIL
l'm
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2.613
1.892 --•
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2.195
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1.450
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