WS-13-2837Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 204799 Permit Number: WS -12 -13 -2837
Scheduled Inspection Date: April 02, 2014 Permit Type: Windows /Shutters
Inspector: Rodriguez, Jorge
Owner: CARR, JOHN
Job Address: 246 NE 101 Street
Miami Shores, FL
Project: <NONE>
Contractor: BECNAN CONSTRUCTION SERVICES, INC
comments
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1132060134630
Phone: (305)962 -0052
REMOVE 3 EXISTING WINDOWS AND REPLACE WITH " "'° ' - " " ""
IMPACT RATED WINDOWS 5W BEDROOM AND BATH INSPECTOR COMMENTS False
ROOM
April 01, 2014 For Inspections please call: (305)762 -4949 Page 7 of 42
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re4nspection fee is paid.
April 01, 2014 For Inspections please call: (305)762 -4949 Page 7 of 42
7
CP�
�ab 13
Miami ' Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: 2_,V-6 A Y &/ O/ I C z
FBC 20
Permit No.
Master Permit No. 3-7-°
ROOFING
City: Miami Shores County: Miami Dade Zip:
Foho/Parcel #:
Is the Building Historically Designated: Yes
OWNER: Name�ee Simple
--/ . o ---
NO
Zone: A-- 0
City:
Tenantlessee Name: &4, L — Phone #:
Email
1®
CONTRACTOR: Company Nam e: A_6AMAIaA� �' �� et Phone #: ®J_ -7
City: r t State: j Zip:
Qualifier Name: Of +K1- 1 �e_- 0 Phone #:
State Certification or Registration #: �(S c ���� 7 Certificate of Competency #::y
Contact Phone #: ®� 7�� %� �� EO Address: de C�� AJC,S i L �7 �K
DESIGNER: Architect/Engineer. /`r Phone #:
Value of Work for this Permit: $ • Square/Linear Footage of Work:
Type of Work: ❑Addition Alteration ❑Ne ❑Repair )teplace / ❑Demo ' 'on
Description f Work:
Color thru d1e:
Submittal Fee $ i7 Permit Fee $ CCF $ CO /CC $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $ �- Q
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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not b approved and a reinspection fee will be charged.
Signature Signatur
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this
day of �(� I , 20 L-7
, byAaT i " G%T
who is personally known to me or who has produced6 �
(J
J 0 � l As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
APPROVED BY
The foregoing instrument was acknowledged before me thit2j
day of Q07, 20 L3 by r,01T S0G —
who is personally known to me or who has produce
CGS I b ® 37-rO as identification and who did take an oath.
Structural Review Clerk
(Revised 5 /2/2012 )(Revised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007)
t
Dec 19 2813 07:19:11 XDimensional Tech `> 1 000 685 7530 Page 002
CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY)
12/16/2013
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE HOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(Mes) must be endorsed, if SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER CONTACT
Stusdevant -beach & Associates, LLC NAM-EL .•__ ...... _� °.Az1b4� 8turdevant......__...
S O Box 290370 {�j�i j; �(86S} 306 -3803 _ ..LSa 88) 907-5998
907_ -5998
Bart Orange PL 32129 I..tiu!trLSki;Ri... __..3ccurranvan�wt ®CUt[ib�
a
_..._........._.__. .._._..._._.._._...___..... - ... ........................ ..................... .............. ..... INSURERA: Mesa 17ndeswrtterS S�reCia�.
INSURED 0 �'��.00$2 ........... ........_......__..__..._._.._. _. __.„.__.._..
Heenan Construction Services, Inc. INSURERS:
_..__....�.. .. ....____ ....._ ............. _ ............ _._.._._......
INSU RE R C„ ................._.._._
290 N' Biscayne River Dr
_..._.._....._ ...... ._. ... _ ........ .... _.._ ... . ........ ......
Miami YL 33169 INSURER E!
uUVr-KAUts CERTIFICATE NUMBER: Cart TV 14905 REVISION NUMBER-
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION Or ANY CONTRACT OR OT'r1Er, DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY OE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
i17sR' __.
LTR TYPE OF INSURANCE Al .y
Pg4iCYNUMLIER M YYY : NI�Y i <
LIMITS
A X I COMMERCIAL GENERAL LIABILITY
_....y_....._.' f......, F j j i EACH OCCURRENCE .500, 000
Vf+IYTriVa[ ,l+ Y...._....
CLAIM>a kAAD£ X ;OCCUR
__)._.. _ I Nip0009006001653 12/13/201312/13/2014i $ 100 000
........... .._ ..............................
I
......... . ........... .... __..._.. ... ........ _ ..... ._. ......... ..
GEN'L AGGREGATE LIMIT APPLIES PER:
x J POLICY ! JECT E LOC
OTtIER:
AU1'OMCd�1IwE LtA1�ILITY
ANY AUTO
_....y ALL OWNED SCHEDULED
AUTOS AUTOS
HIRED AUTOS » AUTOS NON-OWNPD
U
i
i UMBF19L&A LIAR :OCCUR
I EXCESS LIAa j
_...._!_...._ ...,...._ ,_........_......x.. »._...a. CLAIMS -MADE
OMRINE SING
,(Ee 9CdWR(It ?$
BODILY INJURY (Per person) $
BODILY INJURY (Per 8ta1deht) ! $
LP
PROPERTY DAMAGE ;
EACH OCCURFJ6NC,E ` $
AGGRE4AT'E ` $
WORKERS COMPENSATION � PGR : OTH• $
AND EMPLOYERS' LIABILITY i : tltAtv.? iv.__.„ �.
ANY PROPRIETOMPARTNERIEXEVUTIVE Y! '
OFFIG6R/MEMBER EXCLUDED? �I N / A i E.1._ EACH ACt;~I(]�� $
(Martdaeory in NH)
If M, dewiba undw ! : E,L. 0ISEASE -EA LMM'LOYEI= $
Ota.54'nlPtlpN
OF r7t'ERA1tpN.'i Darts v . • . • . .
E,L. DISEASE - POLICY LIMIT 15
i
i
DEBCRIPTIf?N OF OPERATIONS / LOCATIONS / VEHICLES iAsCORD t0'1. AdrTtionel ReftWY a 8clteduls, may bo atttichbd if nmre space 16 ruquirBd)
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL 8E DELIVERED IN
Miami Shores Village ACCORDANCE WITH THS POLICY PROVISIONS.
10050 NE 2nd Avenue AUTHORIZEDREPRBSENTATIVB
Miami Shores PL 33138 r? '
0 98$8 -2013 ACORD CORPORATION, All rights reserved.
ACORD 26 (2013104) The ACORD name and logo are reglatered marks of ACORD
Page 1 of 1
AHED EXP (Any ona parson)
i $
$1000
PEpSONAL d ADV INJUf�Y
$
SOO r 000
,GENERAL AGGREGATE
..... _ ......... ........__._._...._._._....._
$
1,000 000
...._....._r.
PRODUCTS.COMPIOPAGG$
1,000,000
OMRINE SING
,(Ee 9CdWR(It ?$
BODILY INJURY (Per person) $
BODILY INJURY (Per 8ta1deht) ! $
LP
PROPERTY DAMAGE ;
EACH OCCURFJ6NC,E ` $
AGGRE4AT'E ` $
WORKERS COMPENSATION � PGR : OTH• $
AND EMPLOYERS' LIABILITY i : tltAtv.? iv.__.„ �.
ANY PROPRIETOMPARTNERIEXEVUTIVE Y! '
OFFIG6R/MEMBER EXCLUDED? �I N / A i E.1._ EACH ACt;~I(]�� $
(Martdaeory in NH)
If M, dewiba undw ! : E,L. 0ISEASE -EA LMM'LOYEI= $
Ota.54'nlPtlpN
OF r7t'ERA1tpN.'i Darts v . • . • . .
E,L. DISEASE - POLICY LIMIT 15
i
i
DEBCRIPTIf?N OF OPERATIONS / LOCATIONS / VEHICLES iAsCORD t0'1. AdrTtionel ReftWY a 8clteduls, may bo atttichbd if nmre space 16 ruquirBd)
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL 8E DELIVERED IN
Miami Shores Village ACCORDANCE WITH THS POLICY PROVISIONS.
10050 NE 2nd Avenue AUTHORIZEDREPRBSENTATIVB
Miami Shores PL 33138 r? '
0 98$8 -2013 ACORD CORPORATION, All rights reserved.
ACORD 26 (2013104) The ACORD name and logo are reglatered marks of ACORD
Page 1 of 1
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RA,MMS ENGINEERING, INC. Kd =.85
2100 W-76 ST., HIALEAH, FLORIDA FLORIDA BUILDING CODE, 2010
e Robert S. Monsour, P.E. FI # 11955 / 0006024 AS CE 7 -10 MIAMI DADE COUNTY
DESIGN WIND LOADS (LBS /SQFT) FOR 175 MPH WIND ZONE
Height
Maximum
Interior & Exterior Zones (4 &5 - Walls) Positive Pressures
Exposure D For the- 175 mph Wind Zone
CATEGORY II BWLDINGS
WITH .6 ADJUSTMENT
20
Height
Maximum
40
Effective Wind Area or Tributa Area in S uare Feet
10
20
30
40
50
60
1.00
.0.95
0.92
0.89
0.88*
0.86
.-47.9
15
20
48.9
46.7
45.4
44.5
418
43.2
25
20
-55.3
51.3
49.0
47.6
46.7
45.9
45.3
-57.3
25
-54.8
53.2
50.8
49.4
48.4
.47.6
47.0
-57.6
30
. .5k1• .
55.1
52.6
51.2
50.1
49.3
48.7
• -5894
40
-67.5
57.9
55.3
53.8
52.7
51.9
51.2
Exterior Zones (5 - Walls) Negative Pressures :00:0: s
Exposure D For.the 175 mph Wind Zone WITH OADJUSTMEMti. :.
50
Effective Wind Area or, Tributary Area in SOUP Feet
60.3
57.6
56.0
54.9
54.0
53.3
-1.40
60
-1.23
62.2
1 59.4
1 57.8
1 56.6
1 55.7
1 55.0
Interior Zone (4 - Walls) Negative Pressures
Exposure D For the 175 mph Wind Zone WITH .6 ADJUSTMENT
Height
Maximum
Effective Wind Area or Tributary Area in S uare Feet
10
20
30
40
50
60
-1.10
-1.05
-1.02
- 0.99
-0.98
-0.96
15
-53.1
-50.9
- 49.6
-48.7
.-47.9
-47.4
20
-55.6.
-53.3
-52.0
-51. -0
-50.3
-49.7
25
-57.7
-55.3
-53.9
-52.9
-52.1
I5a
30
-59.8
-57.3
-55.8
-54.8
' -54)
-53.3
40-
-62.9
-60.2
-58.7
-57.6
-56A..
. .5k1• .
50
-65.4
-62.7'
-61.1
-60.0
- 59.41.6 •
• -5894
60
-67.5
-64.7
-63.0
-61.9
-6117 • •
; 6 .2.
••sass ....
OL
Exterior Zones (5 - Walls) Negative Pressures :00:0: s
Exposure D For.the 175 mph Wind Zone WITH OADJUSTMEMti. :.
Height
(Maximum).
Effective Wind Area or, Tributary Area in SOUP Feet
10
20
30
40
50
k:
-1.40
-1.29
-1.23
. -1.19
-1.15
-1.13
15
-65.5
-61.1
-58.5
-56.7
-55.3
-54.1
20
-68.7
-64.1
-61.4
-59.4
-57.9
-56.7
.25
-71.2
-66.4
-63.6
-61.6
-60.1
-58.8
30
-73.8.
-68.8
-65.9
-63.8
-62.2
-60.9
40
-77.6
-72A
-69.3
-67.1
-65.5
-64.1
50
-80.8
-75.3
-72.1
..-69.9
-68.1
-662
60
-83.3
-77.7
-74.4
-72.1
-70.3
Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is Ile T 1.
but not.less than 4% of least horizontal dimension or 3 ft. (h = mean roof hei t f
- 9
AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR F T ROOFS.
•
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MIAMI •D� M MIAMI- -DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERmrrnNG, ENVIRONMENT, AND REGULATORY 11 W5 SW 26 Sfrvet, Room 248
AFFAIRS (PERA) Miami, Florid 33175-2474
BOARD AND CODE ADMOUBMATION DIVISION T (786) 315-2590 F (786) 315 -2599
NOTICE OF ACCEPTANCE (NOA) atWn
T. M. Windows LLC
501 NW 12a' Ave.
Pompano Beach, FI, 33059
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 PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control
Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. N 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. PERA
reserves the right to revolve 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.
DESCRIPTION: Series "805" Aluminum Horizontal Rolling Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W0841, titled "Series 805 Alum. Horizontal Rolling Wdw.
(L.M.i.) -, sheets 1 through 7 of 7, dated 09/19/08, with revision C dated 02/29/12, prepared by AI -Fwooq
Corporation, signal and sear 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
0000.•
LABELING: Each unit shall bear a permanent label with the manufacturers nam$ or j8go, citt, state, • • • 0:0
model/series, and following statement: "Miami -Dade County Product Control Approved ", unleV atliawiise
0000.. 0 00 000090
noted herein. •
0000..
RENEWAL of this NOA shall be considered after a renewal application has been fled -anal them has been
no change in the applicable building code negatively affecting the performance ofUspraduct.% ' • •' • • • • •
TERMINATION of this NOA will occur after the expiration date or if there has 1Msri atevision or'cllange00 0
.. . .. . 000...
in the materials, use, and/or manufacture of the product or proms. Misuse of this EQ qs an endopnent • •
of any product, for sales, advertising or any other purposes shall automatically terpiniftPhis NPA. failure ......
to comply with any section of this NOA shall because for termination and removal of NOA. : " "'
0 0 0 .0000.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dadd County„ iFlprik amt •
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 0 09- 1110.02 and consists of this page 1 and evidence pages B-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manus Perez, P.E.
NOA No. 12- 032LO2
e Expiration Date: May 13, 2014
lZ Approval Date May 03, 2012
Page 1
T.1VL 'Windows LLC
NOTICE OF ACCEPTANCE: , EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No WQ"1, Sheets 1 through 7 of 7, dated 09/19/08, with revision C dated
02/29 /12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201 -94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with marke&W drawings and installation diagram of an aluminum horizontal
rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FrL -5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P.E.
(Submitted under prseWous NOA No. 09-1110.02)
2. 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) Wate r 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
b) Forced Entry Test, per FBC 24113.2.1, TAS 202-94
along with marked"up drawings and installation diagram of an aluminum horzontal
rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -5457, dated 01/22108, signed & sealed by Carlos S. Rionda, P.E.
(Submitted under pry *vs NOA Na 09-0105.02)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS.20 2 -94
2) Large Missile Impact Test per FBC, TAS 20,x•; 9.1 e •
3) Cyclic Wind Pressure Loading per FBC, TA.% 203 -94 : 6 8 8 6 ......
along with marked -up drawings and installation diagram of al m ban horizontal •
rolling window , P re Pal by T esting Laborato ry, �'; Test Rot�o. • • • • • •
.
FTI. 75459, dated. 01/17/08, signed & sealed by Michael R. Wepzel P.E. ' 0*
....a ... 8888.
(Submitted under previous NOA Na 09-0105.02) 806696 .
4. Test reports on: 1) Uniform Stafic Air r Pressure Test, Loading per4QC, TAS 902-94
2) Large Missile Impact Test per FBC, TAS 201 -94 :888:8 • • • • • •
3) Cyclic Wind Pressure Loading per FBC, TAS M-94 :0660:
along with marked-up drawings and installation diagram of an •a'luni num- griintal • •
rolling window (XO} prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL -3995, dated 11/13/03, signal and sealed by Edmundo Largaespada, P.E.
(Submitted raider previous NOA No. 044120.01)
Manuel Pe
Product Control Exa
NOA No. 12-0321.02
Expiration Date: May 13, 2014
Approval Dale: May 03, 2012
E -1
T. M. Windows LLC
NOTICE OF ACCEPTANCE: EVIDENC>r SUBMI'T'TED
B. TESTS (coAPr wm)
5. Test reports on: l) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Teri, 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
S) Cyclic Wind Pressure Loading per FBC, TAS 203 --94
6) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum horizontal
rolling- window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FT1-3946, dated 11/04/03, signed do sealed by Edmundo Largaespada,
P.E.
( Submitted under previous NOA No 04- 0120.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2007,
revised and updated to FBC -2010 on 02/27 /12, prepared by Al Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
(Partially submiNed under previous NOA #09- 1110.02)
2. Glazing complies with ASTM El 300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeNemour's4609., Inc.
for their "DuPont Sen Glas® inter � • • • •' •
try layer" dated 08/2S/11, e�firipg on.Q1 /1.4/17. .
2. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. fmthw "SiAlk abd ......
Vanceva clear and color interlaye&' dates 05/05/11, expiriW ; a- 05121/16• ; •see;
3. Notice of Acceptance No. 104331.02 issued to Cytee Iw863 des, Me. for th*
"Uvekol S Laminate Glass Interlayer", dated 05/05/10, expirmgn 02 &j4. 00:0@*
.... .. . ......
F. STATEMENTS • • • • • • •
1. Statement letter of conformance, complying with FBC 2010, &ud of no fitimW • • • •' •
interest, dated February 27, 2012, signed and sealed by JavadWhmnad, P.A. � • • • •
2. Laboratory compliance letter for Test Report No. FT -5945, issued by Fep lion
Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E
(Submitted under previous NOA#09- 1110.02)
Manue P .E.
Product Control er
NOA Na 12 I.02
Expiration Date: May 13, 2014
Approval Dater May 03, 2012
E -2
T.1VL Windows LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBM[rr 'ED
F. STATEMENTS (CONTINUED)
3. Laboratory compliance letter for Test Report No. FTL -5457, issued by Fenestration
Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P. E.
(Submitted under previous NOA No. 09-0145.42)
4. Laboratory compliance letter for Test Report No. FTL -5459, issued by Fenestration
Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel,
P.E.
(Submitted under previous NOA Na 09-0105.02)
5. Laboratory compliance letter for Test Report No.'s FTL -3946 and FTL -3995, issued
by Fenestration Testing Laboratory, Inc., dated 11 /04 - 13/03, both signed and sealed
by Edmundo Largaespada, P.E.
(Submitted under previous NOA No 04- 0120.01)
G. OTHER
1. Notice of Acceptance No. 09-1110.02, issued to T. M. Window, LLC, for their Series
805 Aluminum Horizontal Rolling Window - L.M.I., approved on 03117/10 and
expiring on 05/13/14.
.000.0
0000..
0000..
0000..
0000 ..
0000 . .. 0000.
0000.. 0000 0000.
0000..
0000..
.. 0000..
� d�l
Manuel Per E.
Product Control E m' er
NOA No. 12-M.02
Esplrathm Date: May 13, 2014
Approval Date: May 03, 2012
E -3
B' ANN. GLASS
ANN. GLASS
�11 \�L SIU
9 la 0 CDRP. 898 9
1
7/18° OVERALL CLASS
.TYPE 'A'
—3/18° HEAT 9TREN'D MM
3/18' HEAT STREN'D CLASS
090' INTERLAYER
SENTRYOLAS BY DUPONT
3/18° HEAT STREN'D CLAW
a GE�I77CO
Dow CORNING 896
13
i, I.
'i
7/18' OVERALL GLASS
TYPE 1H
—3 /1B' ANN. CLASS
TEMP. GLASS
/4' AIR SPACE
1/8' ANN. OIASS
090' INTERLAYER
IrSAFLEX ISO PV8 BY 'SOLUrW
j -1/0' ANN. CUSS
L& M*7,l
998
Eu u% UX L LZM
110a IM DESIGN LOAD RATING - PSF
FOR SIZES SHOWN ABOVE OR SMALLER
SPECIALTIES INC'
T BLABS TYPE 'B'
BY 'SURFACE SPECIN..T1ES INC.'
G1m
HEAT 9TREN'0 CLASS
3/1 8' ANN. GLASS
EX'L( +) I INT.( -)
SUCONE
LDLT.(+) 1NT4 -)
SILICONE
I 1W.(-)
COCORRNING
90.0 f 130.0
90.0 80.0
88.0 L 88.0
998
'
� �RNIINNG 999
/OFF
Tp�EE
• • •
'cig pEhd0 �D THE FLOfBDAR D�CU SECTI SHALL THE
JOY—SUR,F
ro
13
.I
I
•
••
••
• •
•
••
••
•••
+'
•
•
•••
1/2' D61ERALL CLASS
nME ,C,
GLAZING
1 /2' OVERALL CLASS
TYPE 'D
OPTIONS
TEMP. GLASS
/4' AIR SPACE
1/8' ANN. OIASS
090' INTERLAYER
IrSAFLEX ISO PV8 BY 'SOLUrW
j -1/0' ANN. CUSS
L& M*7,l
998
Eu u% UX L LZM
110a IM DESIGN LOAD RATING - PSF
FOR SIZES SHOWN ABOVE OR SMALLER
GIM TYPE 'A'
T BLABS TYPE 'B'
MM TYPS 'C'
G1m
•
EXr.( +) INT.( -)
EX'L( +) I INT.( -)
EXT.( +) INT.( -)
LDLT.(+) 1NT4 -)
W.( +)
I 1W.(-)
no 90.0
90.0 f 130.0
90.0 80.0
88.0 L 88.0
1 70.0
1 78.0
LCADS &4CWN ABOVE ARE FOR WWOOW YENf8 WTRi SPPoN6 LOADED AWMMUM LATCFlES.
FOR METALLIC SWEEP IA7CHES UA9T MAX. LOADS TO t80A PSF.
SERIES BOS
'ALUMINUM HORIZONTAL ROLLING WDW.
•
DESIGN LOAD
SHOWN ONOSH THESE WINDOWS TO BE AS • •
P E Qf(i�LO SU DING C INCLUDING GM VELOCITY
CHARTS
•
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE •
!WOOD ILO ML%BE MCHORED PROPERLY TO TRANSFER
COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITti•O�iHEg
MIAMI -DARE COUNTY APPWD WINDOWS USING MIAMI -OADE COUNTY
• 0 E QCT<l�tE ••
ANCHORS SHAD, BE AS LISPED, SPACED AS SHOWN ON DETAILS, ANCHORS
APPROVED MULLIONS IN BETWEEN.
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
ANCHORING OR LOADING CONDITIONS NOT SHOWN PI THESE DETAILS ARE
• • • •
NOT PART 1411M��� APPRNAL • • •
•
A ANCHORS INTO WOOD ONLY.
"�U�p1DURCg�piI& INCRRB1FT�ltS�tEO�•TOLHTSEU &D IN DEg$IIGENETE
•
/OFF
Tp�EE
• • •
'cig pEhd0 �D THE FLOfBDAR D�CU SECTI SHALL THE
• •
•
•••
•
•
• •
•••
•
•
•
• •
•
• •
•
•
• •
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
`row
Z
g0
fi
a�
Zoe
NOTE: 1119will
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION d
DECLARATORY STATEMENT DCA05 -DEC -219 11151 1
�amu
THESE WINDOWS ARE RATE) FOR LARGE & WALL MISSILE IMPACT,
SHUTTERS AfiE• :NOf'REOUIft,
�� {�I PRODUCT RW4MDt�I • PRODUCT AW4MD
c�1P1VIa9 wOh 01e FloridA
. Fu` PE�'7oS9a
CAtq 9Ld(dlb8
� dYOwing no.
W08 -81
Sheet 1 of 7
ADOL. ANCHOR 'REOD.
FOR MSTALLAMONS INTO OR
THRU WOOD BUCKS INTO�NRY�
II0 ueY
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
O
WIN WIDTH
10 1
a, 9 9�B"
3°
7r:D��� A%
II II
�I II
3°
�9w
ii it
-
1 1 1 1 I!
W.( +) 1M.( -)
I EM.( +) I TM.( —)
I EKT.( +) 1M.( -)
4
90.0 190.0
30.0 90A
79.0 73.0
LOA03 H=NN ABOVE ARE FOR WWM VENTS WRH MWM0 LOADED ALUM LATCHES.
FOR METALLIC SWEEP LATCHES UMIT MAX. LOADS TO "0A PBF.
1
II� II
�I II
II II
ADDL, ANCHOR REO).
FOR INSTALLATIONS MTO
WOOD STRUCTUR ES OR
THRU WOOD BUCKS IMO MASONRY
8" MAX. FALSE MURM
(SURFACE APPLIED)
CORNS MAY 8E \
M
0
WINDOW WIDTH
(SAM TYP1; 'A'
14 MAX
QA SILL
3°
�9w
I I 1 1 I I I! ! 1 I
1 1 1 1 I!
8" MAX.
HEAD SILL
CORNERS
8 •a
1 1
AVd ZIA=
MAXIMUM DESIGN LOAD RATING — PSF
FOR SIZES SHOWN ABOVE OR SMALLER
(SAM TYP1; 'A'
GLASS TYR '9'
1 MASS TYM 'C'
OLA1>S TYPE '&'
EXT.( +) 1M.( —)
W.( +) 1M.( -)
I EM.( +) I TM.( —)
I EKT.( +) 1M.( -)
80.0 90.0
90.0 190.0
30.0 90A
79.0 73.0
LOA03 H=NN ABOVE ARE FOR WWM VENTS WRH MWM0 LOADED ALUM LATCHES.
FOR METALLIC SWEEP LATCHES UMIT MAX. LOADS TO "0A PBF.
•• ••• • • • • • ••
• •• • • • • ••• •
•• ••• •• • • • ••
•
•
•
•
•
•
tss s••
• •
• • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
XOx SIZES
XMAUM DESIGN LOAD RATING - P
FOR SIZES SHOWN ABOVE OR SMALLER
LOADS SHOWN ABOVE ARE FOR WINDOW YEMS
WITH 94M LOADED AUIN LATCHES.
FOR MTALLIO SWEEP LATCHES LIMIT MAX. LOADS
TO h$0.0 PSF.
I
M
I -W
,1 .. PRODUCT RBYIBBD °' •®
Cd�l Bm1dr3>Bv7dhtlmFlwlBa C
FtA.' VE' 7.891
Acwp1®poNO
NOTE: :'t D9EO Q
GLASS CAPACITIES ON THIS SHEET ARE \ ' droWing
BASED ON ASTM no-
AND FLORIDA BUILDING COMMISSION GUSTS} W08 -81
DECLARATORY STATEMENT DCA09 -DEC -219 shed 2 of 7
vo
r - --- -q9
•-� iG8° j'I NNMI -DAB COUMTY APPROVED 1!
Y I IiSEE SEPARATE NOA 'j 1 /g=
`! I 1 I - iI't WN
ig
YALOTS:
ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH
SILICONE OR ACRYLIC SEALANT,
WEEPHOLES:
W1 - 1 -1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE
AT 4 -7/8" FROM EACH END AND AT MIDSPAN
W2 - 1 -1/4" X 1/4" WEEPHOLES
AT 4-7/8" FROM EACH END AND AT MIDSPAN
W3 - 2" LONG WEEP NOTCH AT EACH END
W4 - 1" LONG WEEP NOTCH AT 32° FROM EACH END
LONG
CUP ADAPTER
I
WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE,
TYPICAL ANCHORS: sm ELEv. FGR swm
1114" GIA ULTRACON BY 'fiT.CO' (Fu-in KSA Fy�tsa KSQ
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1 -1/2" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -8/8" MIN. EMBED INTO CONC, OR MASONRY
1/4- TEKS OR SELL DRILLING SCREWS (GRADE S CRS)
INTO METAL STRUCTURES
STEEL : 0,108° MIN. (Fy - 38 KSI MIN.)
ALUMINUM : 1/8° THK. MIN. (8083 -73 MIN,)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
A14 SMS OR SELF DRILLING SC (GRAM 2 CRS)
INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8"11
(NO SHIM SPACE)
TVPIC -aL EDGE OIS'[ANC�
INTO CONCRETE AND MASONRY - 2 -1/2" MIN,
INTO WOOD STRUCTURE - 1" MIN,
INTO METAL STRUCTURE - 3/4" MIN.
CONCRETE AT HEAD, SILL OR JAMBS Po - 3000 PSI MIN.
C —EO HOLLOW/F{LLED BLDCK AT JAMBS Pm - 2000 PSI MIN.
�v
W
n
41
Z o _
1 • • • I`(�b • • � CA g s m u
I • • • I
I • • • Hit @
•• •• `d/f
1 1 Flpr70882,;1 PRODMRBVM
v
• • •S• ••• •p � Deb 8
I•,. + 111 .•
4x�Dy • • T1WI�iER •• •• W08 -81
.... . ...... .
. .... . . .. .
. ...... . ....
... . . . .... .
TYPIt
ama vu a
OX OPPOSITE
1/4" SM O VENT WIDTH O VENT WIDTH
WOOD
OPT.
a
EXTERIOR
wag= Wm
XQX IAYOUT
• • • • • • • •
• • • • • • •
• • • • • •
• •• • • • • •
••• a •• • •
••• • • • • ••• • •
• • • • • • • • • •
••• • • • ••• • •
M
BAAif.
tdS
1BT
/-Wow BUCK
a.o
.a
.b ��xmcu aNCHORs
BCREENB OPf.� -- 9EE ELEV
e
FM M . NO
P
.d
VENTS WITH
SPW N.G LOADED LATCHES
011 PROM RM
PE Q TOBi` B1dId6reo1V0
363192
4mv
I,, LHI-4111�4
drawing no.
W08 -81
TYPo1
n
" wuIjw
OX CPPOSTTE
1/4" 90N O VENT wm VENT wmm
.�D R
Fl=.=,.
OPT.
oll 1 iallig n
EXTERIOR
WINDOW "M
XOX LAYOUT
us
• • • • • • • • • •
••• • • • ••• • •
WOOD SIMICS
�d.
P�
•a
aE
FOR !
• d
P
s
Vr�
F
4�
..o
VENTS WITH pid;.Eg PE 7
SIDE "P 1ATC� uiWmaaon
Q
FRAME HEAD
1.480
.077
2113 683
1.42D
SILL TRACK
1.07,
.082
1.288 Typ,
.928
SILL CLIP ADAPTER
FRAME SILT. TOP
FRAME SILL BASE
1.378 1.000
.002 -�
.780
1.250
1.800
.128
14 VAND LOAD CUP
O TOP & 130TTOM RAIL t
1.780 1 �
.084
.125
2.251
X5 tB MTG. STILE REINF.
060 1.000
8011
2312
O JAMB STILE .128
2.312
18 FIX. STILE RE1NF.
.095 _7T
1288
2.373
1.3781. 1.848 .349
,.238
,.780 082
l n 1 MEEnNG STILE 12 VENT LATCH
ITEM
PART 0
QUANTPCY
DESCRIPTION
MATBBIAL
MAW./6UMJ 8/86=
1
TM -130
1
FRAME HEAD
8083 -T8
-
2
TM -1338
T
FRAME BILL BASE
8083 -14
-
3
TM -134
t
FRAME SILL 70P
8083-TB
-
4
TM -132
AS RECA
FRAME JAMa - VENT
6083 -TB
-
8
TM -13tA
AS REQO.
FRAME JAMB - IXED
8083• -T8
-
8
TM- 138
2/ VENT
TOP AND 801704 RAIL
8083 -18
-
7
TM -139
t/ VENT
JAMB BILE
8083 -TB
-
8
TM -140
1/ VENT
MErm STILE
8089 -78
-
9
7M -137
t/ VENT
mw BILE SPRING LOADED LATIXH)
8083 -18
-
9A
TM -137A
1/ VENT
FIIEO STILE SWEEP LATCH)
BOB3 -T8
-
t0
7AI -138
1
SILL TRACX 04SERT
8083 -T8
It
TM -138
1
OU MV ADAPTER, 12" I=
8093-T8
AT MM SU LOCATION
12
TM -t18
I/ VENT
SPRINO LOADED VENT LATCH, 3-1 /8" LONO
8083 -T8
AT MID SPAN
12A
-
I/ VENT
METALLIC SWEEP LATCH
-
AT MW SPIW
128
08 X 3/4•
2/LATCH
SWEEP LATCH MOUMRLO IM WNW
-
FH 849
13
TM -141A
AS READ.
BLAZING BEAD GAMINATEO GLASS)
6083-78
-
13A
TM -181
AS READ.
MAZINO SM (DAUL LAM. (MASS)
6OBS -78
-
14
7111-154
AS RICO.
WIND LOAD CUP, 4' LONG
8083 -TB
-
t6
t/ SIRE
MEET" 876E ft01 oRm
8083 -TB
-
18
-
2/ STU
I= STU R6R4FOli m
8083 -TB
-
17
W31225
AS REM
FIN SEAL W STRIPPING (.270° X .220" H=)
WOOL
-
18
W43371
AS RM.
F91 SEAL WVWPPIHO (.1871 X .370° M
WCOL
-
19
W43201
AS ILEW.
FIN BFAL TFSTWPPINO .187" X .250° It"
WOOL
20
P8043
ADHESIVE BACK CLOIM CELL FOAM
71W X 1112- X 1-711V I=
21
-
2/ VENT
VENT ROLLER HOLISM & OWE
PLASTIC
AT EACti END
22
-
-
VENT ROLLERAYMEEI.
BRASS
-
23
012 X 1'
2/ CORNER
FRAME ASSEMBLY SO M
-
PHLUPS SM8
24
810 X t'
J 2/ comm
VENT ASSEMBLY SCiTEWS
__-P.H.
-
PJH. PHILL" 8118
28
-
t/ LATCH
VENT LAWN 9PRINO
ST. STEEL
-
28
931175
AS REQO,
FIN SEAL W'BTfid MG (.187° X .17V HMO
WWI.
-
27
TM -181
t
I BILL RISER
8083-78
-
z.3fa 2 .3,2
.o55 .055 .439 .tai
1.378 •1140 J162 .6� .040 ,500
,.437 1.000 ,.000,.237 ---�
.823 .923
,.700 , 700 13 GLAZING BEAD GLAZING BEAD
FIXED STILE (SPRING LATCH) O FIXED STILE (SWEEP LATCH) (LAM. BLABS) ONSUL LAM. GLASS)
1.784 .837
•• • • v•
Tm • • • • • • o9a
e • • • • •
3.042 • • 3.287 • 3.188 • • • 3.042 'A
.183
•
.075 • • • • • •eig •
FRAME JAMB - VENT O FRAME JAMB - FIXED 27 SILL RISER
••• • • • • ••• • •
• • • • • • • • • •
••• • • • ••• • •
8 n
fillQ
,i
Li
� $
drowing no.
dtI08 -81