112 NE 98 St (2)Registered Architect and /or Engineer
Permit No
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Name and address of licensed contractor___
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done LL Z )= 1 4
State work to be done and purpose of building (by floors) acIAAjCla
M- 1-. 2 -3 1 q
Date v y
Remarks.. (Signed)
Disapproved - -_- - Da
( Signed) C.+e.� � _ L - -
Building InspeF. or
vj(it tLli7 `t"
(4-rg L i jto
My Commission Expires_
72
� 7
Date / .._ G
-1- ,
Owner's Name and Address ' - - - No._-- h --- Street 4 5= A 4-
-
ring
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of fou atioo_
Estimated Total cost of improvements $ Amount of Permit $
Zone cubage required plan Cubage
Distance to next nearest building_.. Size of Building Lot
Maximum live load to be borne by each floor___
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance fro .11 contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be poste or inspection on the site of t e rk su h ublic notice
or notices as are required by the Act. The undersigned agrees to employ only suc sub, ntractors, on wor to be p rf y under this
permit, as are licensed by Miami Shores Village.
STATE OF FLORIDA,
COUNTY OF DADE. ss
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
- — - -- -- to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
PLANNING BOARD__ __._ DATE
Chairman Member
Member _ Member
Member Member
Council Approved _Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and/or workmanship.
PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY
(OWNER TO RETAIN COPY)
)taste - / - 1 Z Job Address // & ' ''//
Tax Folio /1 � �� � TM
Legal Description / ' /.1 ' th I /e 5, e/
owner / Lessee / Tenant 4.e°, °4-4 Master Permit #.1076
Owner's Address l/ ) g 1
. Phone / -4dT
Contracting Co. %�� '�����'+' L` Address AI-» S - > v 9 .4 e ,
ialifier - -L✓Aai FS� r m, o s 4 SS Phon 2 ' 3 Z Z'
State # 24- Municipal # `d CI ' Competency # 6 ns.Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN
14‘; DESCRIPTION /-o r `
Square Ft. Estimated Cost(valuef .3 dT,
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO
SO 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).
Application is hereby made to obtain a permit to do work and installation as indicated above, and
on the attached addendum (if applicable). I certify that all work will be performed to meet the
standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will
be done ''compliance with all applicable laws regulating cons ction,and zoning, Furthermore
to do the work stated. ru ► " "� + SEPHINE CHURCH
_Notary Public State of Fonda
W0130,1996
1996
t ?�' Builder
author' e the above -named contractor
gnature of owner and/or Condd President
Date:
Notary as to Owner and /or Condo President
My Commission Expires:
1:6051 Asi
Mechanical Plumbing
Date: 4V/1/40
1/f/ i
Dat:
Print type or stamp name of Notary Publl
� '�`/[l r:onall known DO R Produced 1.D!90
N ary as to Contractor o „Owner- g c j
My Commission Ex ire
P En DID take an oath, or
FI NOT take an oath.
• 1 11
.' VVVIl �
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FEES: PERMIT SO RADON C.C.F. NOTARY jr/ TOTAL DUE , )DPk4
APPROVED: Fire ( Other
Zoning ildin � J 1 / Electrical
Engineering
PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY
(OWNER MO RRETAI COPY)
/P ?2
Job Address e t ' / N 6 2 — N ' Folio// (7 -
Legal Description OV 411 4 9 / ,! e 1126 /9/ 0
Lessee / Tenant CA f2. Lo . 4 . N4 — 4128 -0 Master Permit # f 57
Dat
Owner's Address l 4 17.7 -- Z - f Phone 0C O✓
Contracting Co.
Qualifier (44/-MIN SS# - - Phone
State # Municipal I4 Competency # Ins.Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN
r i o ,-ecv -7-r,
Square Pt. Estimated Cost(value) A 5
WORK DESCRIPTION
APPROVED:
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO
SO 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).
Application is hereby made to obtain a permit to do work and installation as indicated above, and
on the attached addendum (if applicable). I certify that all work will be performed to meet the
standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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. Furthermore, I
authorize the above -named contractor to do the work stated.
** * *
c
i6 tar as to Owner and
Signatu e o caner and /or Condo President
Date:/ /�`tof9-' - ,,...
.,o`� "` `DA, „:. JOSEPHINE CHURCH
1 —,. :Notary Public, State of Florida
• 1 �- ' a isss
off. oi. • tBrOdieigient
Commission Expires:
Print nap or stamp name of Notary Pb .. uc
Pe:sonilly known ❑OR Produced [.D.
T 'pe and nu t er
❑ DfD rake an oath, or
FEES: PERMIT c2,,,5 j�pIIRAN�� C.C.
Address
Signature of Contractor or Owner- Builder
Date:
Notary as to Contractor or Owner-Builder
My Commission Expires:
* *
/tiv
Zoning Buildin
Mechanical Plumbing
NOTARY N5 e!)o TOTAL DUE 49'
Fire Other
1- "" Electrical
Engineering
112 NE 98 ST
FINAL IMPACT WINDOWS
CALL BEFORE GO AT (305)
DO INSPECTION BETWEEN
496
9
-0048
M -10 AM
I
Passed
U
S
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
I nspection Number : INS
Inspection Date: 12/22/2005
Inspector: Grande, Claudio
Owner: CHEN, PEGGIE
Job Address: 112 98 Street NE
Project: <NONE>
•f
Miami Shores Village, FL
Contractor: HALLORAN CONSTRUCTION CORP.
Building Department Comments
Wednesday, December 21, 2005
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
2005-1053
Permit Type: Imported Permit
Inspection Type: Final
Work Classification: Window /Door Replacement
Block:
Phone Number
Parcel Number 1132060132410
Lot:
Phone: 305 - 545 -0405
Page 2 of 2
Bonding Company's Name (if applicable) Nor1F .
Signature
wner or Agent
The forego g instrument was acknowledged g wledged before me this
day of .4 , 20AJ", by P Cg /4 C ff(IV
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
* * * * * * * * * * * * **
APPLICATION APPROVED BY:
Chc 05/13/03
*X71 At, i8
My Commission 1 xp1 es + - *A . AR SE,
III'H I:RITO
„ rt. 'r "i
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NOTARY PUBLIC :A
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Sign:
Print:
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My Commission E
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Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 n' - of commencement and construction lien law brochure will be delivered to the person
whose property is sub' •t to attachment Als,, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspectfo which occu ;. eve (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not . • ap.rov d d r re' spection fee will be charged.
Contrac#or r O
The foregoing instrument was acknowledged before me this /1
day o O -- 1 Y t , 200 6 , by FCO hi,<f 'LL.1 , , t
who is personally known to me or who has produced
as identification and who did take an oath.
*14:4'
aRvi
YSEAL
RUM M BRI1U
STATE OF FLORIDA
\O. DDI03381
'la i ttMegsI6VOttli.rtItIOde
* * * * * * * * ** * ** * * * * * * * * * * * * * * * **
0 Plans Exam
Engineer
Zoning
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qUILDING
PERMIT APPLICATIO
FBC 2001
Permit Type (circle): Building Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) ( ) E Ck p,./ Phone # •30„c ^ 7S'7 O6 34 f •
Owner's Address 112 l 1 E ?h SIR
City J ? AroZ S State r/ Zip 33(36.
Phone #
Tenant/Lessee Name
Job Address (where the work is being done) /12 ME `fib . V
City Miami Shores Village
is Building Historically Designated YES
Contractor's Company Name / 0e
Contractor's Address
City // State
f -
•ualifier
$ Value of Work For this Permit 6, 230
(Continued on opposite side)
Miami Shores Village
A Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
RE fiWED
JUL 15 20D5
County Miami -Dade
NO
(;)7y s7 P
oaitti
Phone #
Architect/Engineer's Name (if applicable) Phone #
Scanning $ fl Radon $ Zoning
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Code Enforcement $ � Strudtura1 Phan Review!$
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Total Fee Now Due $ Z00 • •
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Permit No Wz iC 3
Master Permit No.
Zip
Zip t
Bond $
State Certificate or Registration No. � 13C Gs S476)c Certificate of Competency No.
Square Footage Of Work:
"Repair/Replace ❑ Demolition
Type of Work: Addition ❑Altera ❑New
Describe Work: REP/4 cE' I'S I c cl i hc-tv S A Fold 006 ()
A O , 41Z'CANS2 N ovfAt f REst cm4 �turrl( xvS.
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* * * * * * * * * * * * * * * * * * * * * * * * * * 4. • • ••
Submittal Fee $ Permit Fee $ • J ` • . • •• • • • CCF $ q.2-0 CO /CC
•.•
Notary $ r Training/Education Feel �•: G» • • •. • • • • • Technology Fee $ ��
Miami Shores Village
10050 NE 2nd Avenue
Building Permit
Phone: 305 - 795 -2204 Permit Number: BP2005 -1053
Printed: 8/4/2005
Applicant: PEGGIE CHEN
Owner: CHEN PEGGIE
JOB ADDRESS: 112 NE 98 ST
Contractor HALLORAN CONSTRUCTION CORP. Contractor's Address: 804 NW 7 ST RD
Local Phone:
Parcel # 1132060132410
Signed: (INSPECTOR)
Page 1 of 1
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 12 & 13 LESS W2OFT BLK 18 LOT SIZE
Fees: Description Amount
FEE2005 -10640 Building Fee $190.00
FEE2005 -10641 CCF $4.20
FEE2005 -10642 Training and Education Fee $1.40
FEE2005 -10643 Technology Fee $4.25
FEE2005 -10644 Scanning Fee $3.00
Total Fees: $202.85
Total Fees: $202.85
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 1/11/2006 Construction Value: $6,230.00
Work: REPLACE OLD WINDOWS WITH NEW IMPACT WINDOWS
46G04
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 responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
[MIL
37 x 55
master bedrm
34 x 361/2
jeinifh
37 x 51 1/4
living room
fl room
4x49561/2
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55 x 51
dining rm
kitchen
0
37 x 38 1/4
371/2 x 38 1/4
laundry rm
garage
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fI
MIA MMADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Bell -View, Inc.
150 Industrial Blvd.
Wrightsville, GA 31096
SCOPE:
•
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (In Miami Dade County) and/or the ART (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County,?roduct Control Division 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 PA-20 Aluminum Single Flung Window — Large Missile Impact Resistant
APPROVAL DOCUMENT: Drawing No. W04 -03. titled "Series PA -20 Alum. Single Hung Window (L.M.I.)",
shccts 1 through 4, dated 0010/04, with revision A dated 04/05/04, prepared by Al- Farooq Corporation. signed
and sealed by Hurnayoun Farooq, P.E., bearing the Mliami -Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABEL1? G: Each unit shall bear a permanent label with the manufacturer's name or logo, city. state and
following statement: " llami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEW. -1L 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 entity t1C146shalkb , plo'idpd.tWthe user by the manufacturer or its distributors
and shall be available for inspection'at the lob lit , aZ t$e 4uess of the Building Official.
This NOA revises and replaces NOA # 00421,5V4 arld consists of this page 1 and evidence pages E -1. E -2 and
E -3, as well as approval document mentioned above.
The submitted documentation was reviewed by Manus) Perez, P.E.
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MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOA No 03 -0602.01
Expiration Date: March 13, 2009
Approval Date: May 27, 2004
Page 1
Bell-View, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W04 - 03, titled "Series PA -20 Alum. Single Hung Window (LM.I.) ",
• Sheets 1 through 4 of 4, dated 01/10/04, with revision A dated 04/05/04, prepared by
Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 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 Resistance Test, per AAMA 1302.5.
along with installation diagram of speciineri*.D, G, K, and M for PA 202 and
specimens: A, B, C, M. N, 0, E, F, H, I, J, L }'or PA 201 & PA 203, consisting of an
alum. single hung window 53 -1/3" widc x 74 -1/3" high x 2 -3/4" dcee with 4
different laminated glazing options, consisting of 3 specimens with 2 toes of 1/3"
annealed glass and 7 specimens with 2 !ices of 3/16" annealed glass, prepared by
American Test Lib of South Florida, Report No.ATL- 10:3.02 -01, dated 05/14/02,
signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E.
Test reports on 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
4) Forced Entry Resistance Test, per AA.N.A 1302.5.
along with installation diagram of an alum. single hung window 4' 5 -1/3" wide x 6'
2 -1/4" high x 2 -3/4" deep with 3/16" annealed glass, prepared by Miami Testing
Laboratory, Report No.11'TTL- 16727, dated 4/12/96, re- issued on 7/2/96, signed and
sealed by David Gale Ober, P.E. (Submitted under [VOA 06- 0716.06)
3. Test reports on 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
4) Forced Entry Resistance Test, per AAMA 1302.5.
along with installation diagram of an alum. single hung window 3' 1" wide x 5' 3"
high x 2 -3/4 "deep with 1/3" DSB annealed glass, prepared by Miami Testing
Laboratory, Report No11NTTL- 16723, dated April 2, 1996, signed and sealed by
David Gale Ober, P.E.4S'u de
u2Sr lVVA #96- 0716.06).
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Manuel Perez,
Product Control • N
NOA No 03 1 11
Expiration Date: March 13, 2008
Approval Date: May 27, 2004
Bell -View. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
4. Test reports on I) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
4) Forced Entry Resistance Test, per AAMA 1302.5.
along with installation diagram of an alum. single hung window 3' 1 -1/3" wide x
3'2 -1/2" high x 2 -3/4 "deep with single strength SSB annealed glass, prepared by
Miami Testing Laboratory, Report No.NITL- 16729, dated April 2, 1996, signed
and sealed by David Gale Ober, P.E. (Submitted under NOA #96-0716.06).
5. Test reports on 1) Large Missile Impact Test, SFBC PA 20L -94
2) Cyclic Loading Test, per SFBC PA 203 -94
along with installation diagram of an alum. single hung window 53 -1/3" wide x
73" high x 2 -3/4 "deep with 1/3" DSB annealed Dupont Sentryglas, prepared by
American Test Lab of South Florida, Report No.ATL - 0113.01 - 96, dated 3/16/96,
signed and sealed by Gerard B. Sullivan; P.E..(Submitted under NOA #96-
0716.06) '
6
C. CALCULATIONS
1. Comparative Analysis and anchor calculations prepared by Al- Farooq
Corporation, dated February 10, 2004 and reviscd on 4 /22/04, signed and sealed
by Humayoun Farooq, P.E..
2. Comparative Analysis and anchor calculations prepared by A1- Farooq
Corporation, dated 11/29/96 and 5/5/98, signed and sealed by Humayoun Farooq,
P.E. (Submitted under NOA #96- 0716.06).
D. QUALITY ASSURANCE
1. TVliami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 01 - 0608.03 issued to E.L DuPont DeNemours for
"Sentry Glass (R) Plus" dated 01/17/02, expiring on 01/14/07.
2. Notice of Acceptance No. 02- 1205.03 issued to Security Impact Glass Holding
L.L.C. for "SAF -GLAS Polycarbonate Laminate" dated 01/02/03, expiring on
12/16/07.
•• •••• •
•
• • •
• • •
• ..
•• • ••• •
• •••
•
• 11 ' • • •
• • ••• • •
•••• •
• •. • • .. •
• • • •
•• • • • . •• • ••
• • •
••• • •••
••• •
• . • • ••• • •
•• •
.
• • ••;• • • •
E.Q • . • • ...•
• ••• •
Manuel Pe .E.
Product Control cr
NOA No 0 ' 60201
Expiration Date: March 13, 2008
Approval Date: May 27, 2004
Bell -View, Inc.
F. STATEMENTS
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
• • • 1. Statement letter of compliance, dated February 17, 2004, signed and sealed by
Humayoun Farooq, P.E.
C Statement letter of no financial interest, dated February 17, 2004, signed and
sealed•by Humayoun Faroog, P.E.
3. Letter from Tabas, Freedman & SoIoff, P.A., attorneys at law office transferring
and releasing ownership of engineering and product approvals from Binnings Pan
American to Bell-View, Inc., signed by Joel L. Tabas.
4. Bill of Sale dated September 9, 2002between Binnings Ad- Vantage Holdings,
LLC and Bell -View, Inc. for a total of five NOA's, with notarized signature of
Thomas M. Divine, authorized officer.
G. OTHER
1. Notice of Acceptance No. 00- 0225.04, issued to Binnings Pan American for their
PA -20 Aluminum Single Hung Window, approved on 05/05/00 and expiring on
03/13/03.
..
• ••
••• • ••
• . .
•. • • • • • •
•
• • ••..•.• . • •
01
• • • • • • • • •
• • • Manuel P P.E.
• ..
• • • • •
• mi
Pr Contr .,ner
• • • • ••• • • • • • NOA No ' 3 -0602.01
Expiration Date: Murcia 13, 2008
•
• 1.• •
• Approval Date: May 27, 2004
• • : :• '3 • .
••• •. • • • •• ••
• •••• • •
1 1/3' IAA M.
0l CPG
hjA0/S11 CG.N.LRS
EASE 5.a.IJ4
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16
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11
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11
11
11
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+OON+1
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Urq]M Unit
i T 1
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1 t
01 1/1'
'AM, .2
0L &G
50 3/8
AWE 113071
53 1/6'
•
•••
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•
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•.
••
DESIGN LOAD CAPACITY ITD01011 DINS. CUSS MS •A• 6 T GUS, Tips r ► '0'
INOD4 MG0NT CAR(.) 100.( -) IM (-)
33 0
33 0
630
330
330
330
53 0
330
30 0
630
330
330
330
53 0
53 0
. S300•
• 5.910 530
• y0
• 4310• •
Va
.530•
•�b•1
51•••
550
6 33C"
woo •
1
.11.1 •
06•
•
•
•
1'
r
6
10 -I /1
261/3'
• :3r
M'
lit ow
16 - I/6'
37
0 ••.
1
313.1/1•
1613/6'
•3
3r
• •d'
33-1/r
3• -3/1
(
50 -1/1•
(4)
-C
• •
•••
56 ••
•
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•••
•• •
rt 3• •
?3 )
—It • ••
•
74-1/4
A 1 • •
•
GLASS TYPE
33 0
60 0
330
60 0
610
40 0
130
10 0
550
40 0
530
60 0
53 0
60 0
56'0
60 0
530
40 0
. • 530
60 0
130
60 0
530
60 0
550
40 0
33 0
33 0
60 0
60 0
• 53 0
60 0
130
60 0
• 55.0
60 0
330
530
WO
• 600
600
600
14 0
0
• 44.3
O
33
53 0
530
• 4 35 0
• 53 0
SS
31.3
• M1
• • • 184, 01 PARENISQU t1DI ATE N0. OF
•
I/1' ANN. GLASS
.015 ADId514( Pr 51.0.
.070' POLYCAR•ONATE M SAG.
.013• A011E514 81! 0.10.
1 /1' AWL 0443S IS
S LAGO NE
DOW CORNING 095
005 CONDdNG 605
SG4.EE- 1■011ONEAD
TRELGLA2E S -500 •
600
•
, 600
1 1900
600
•
• 04 0
100
ANCHORS
73 0
73 0
7S 0
73 0
73 0
73 0
730
73 0
730
73 0
75 0
73 0
73 0
73 0
73 0
73 0
73 0
75 0
750
73 0
730
73 0
73 0
76 0
73 0
73 0
75 0
750'
750
73 0
PER .IAMB.
1/6• ANN. GLASS
.000' •(TER A0EA
'0UP0H1 SENIRNGIAS PINS'
1/1' AW. GASS
GLASS TYPE '8'
SYJCONE
004 CORNING 093
00. CORISUG 6i5
SC•O.EE - IIGRDIEAD
TRELOLASE 5-503
g
3/16 4w GA.55
011' AL.ESI.E Rf S10
070' 0.YICARBu1U1E 00 110
013' ALn0hE W SIG
3/16' MN GLASS
SiuCOHE
004 C04h5N0 065
DO• CCRI.L: 1:1 G • SC.AEE- MCRDIE•O
riaaAZE S -SGO z
GLASS TYPE • C•
60 3/E
• •IOM
(CU EI EVATLQLj
IiiIEL u 4
\ 1/14* 41. GLASS
010' 0ITE1uTIJ
'G..F:.r1 SEI.IiTI.:LAS PLUS'
3/16' AM. GLASS
GLASS TYPE 'D'
UI000.0
Ocr CGRN)Nr: 465
CZ.• 010AIJ53 6:5
SAO.EE MCRDNEAD
rang1LAZE S - SGO
g iJ A 2 ALAI sugwilliG WINDOW
OESIGII LOW RATItHGS FOR THESE 0510045 TO BE AS PER
CHART 5110'x01 ABOVE.
THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
SIWTTERS ARE NOT REQUIRED.
APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS
OF 11 /5 H. OR S H. WITH OTHER WINDOW TYPES IN MODULES
OF TWO OR NONE WINDOWS USING APPROVED MULLIONS.
Dui promo IS DESIGNED TO COMPLY WIM THE MGR VE5000Y HURRICANE
2011001 Of TINE 2001 FLORIDA 61010043 COOL
1.000 BUCKS BY OTHERS. MUST BE N1CIIORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDIJEtf TO BASE WTERLAL SHALL BE BEYOND WALL
ORESSI13 OR STUCCO.
AICHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF Tr5S APFROVAL
Ill 70U5 0.I 00
RA PE h 11537
CAN 335.6
APR 2 6 2001
t ~0DucT REVISE
v 1m7IAW ■u6 W FW61L
RADA' C..4
A. *6u4u No
Ea A..11.0
0i
•
Elm' •D9
Mat 31 PIa3Ya C /
DICE:
d.3.inB 00.
W04 -03
(1.41_1 Of Aj•
TTPICAS ANCHORS
SLL IGIV. MGR SPACti:
7
WOOD BUCKS NOT BY BELL—VIEW INC. MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEN TO THE BUILDING STRUCTURE.
TY1 SEE PM• FOR SPACING
TAP(.ONS
INTO 3BY w000 BUCKS OR WOOD STRUCTURE
1 -3/6' MIN. PENETRATION IMO WOOD
THRU IBM BUCKS INTO CONC. OR DIRECTLY INTO CONC.
1 -1/4' YIN. EMBED INTO CONC. (3000 PSI YIN.)
THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4' YIN. EMBED INTO MASONRY
X1 SUS OR SFI RRILI SCREWS
INTO LOMB —DADE COUNTY APPROVED MULLIONS
(110 SHIP SPACE)
TYPO Al FfGF nisUNcE
wr0 CONCRETE *NO MASONRY - I -1/4 MW.
Wf0 *000 STRUCTURE - 1' WN.
ZEALOT;
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SEALANT.
9'E>~PHOLES;
WI - 1 -1/2' X 3/16' WEEPHOLES AT 2 -1/4 FROM
EACH ENO
4.4r w*U UM rAROw
BRIC.UALS
M FL I 7 I nsUC ISCU
VAN. / 1l $l r. u.pgagmilk du Mails
Auspu.0 NA
APR APR 2 8 2001
Sy
►Iu.I • Jt ' n4otl
D■W(i.
U
of
O
•
drawing no.
W04 -03
UH /b1 /20b5 U3: b1:1 q Iuub4
MID
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
litLL-V1tW, NAG* U
MIAMI -DADE COUNTY. FLORIDA
METRO-DADE PL.AOL ER BUU.I)ING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI. FLORIDA 33130-1563
(305) 375 -2901 FAX (305) 375 -2908
PGT Industries
P.O. Box 1529
Nokomis, EL 34274
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid alter the expiration date stated below. The Miami -Dade County Product Control
Division (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. 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 iminediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: 1 "x Std. Wail-Aluminum Tube Clipped Mullions
APPROVAL DOCUMENT: Drawing No. 6620 -1, titled " 1" STD. Wall Mullion ,Arrangement Detail ", sheets 1
through 5 of 5, prepared. signed and sealed by Robert L.Clark, P.E., dated 5/26/04, with revision "A" on 5/3/04,
hearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and
expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 024701.05 and, consists of this page 1 and evidence pages B -1 and E -2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Theodore Berman, P.E.
.• .•• • • • • • •• NOA No 04.0528.04
•
• •
Expiration Date: June 28, 2006 •
• • • • •
• • • • • • Approval Date: July 08, 2004
• Page 1
• • • •
• •
• • • • • • • • • •
• • • • • • • • • • •
•• • • • • • • • • •
• • • • • • •• • • ..• • .•• • • •
• •
.. • •
. .. •
• • • • • •
• • • ••. • •
• •
• •. •• • • •• .•.
•
•
•
• • .
•
UVV L/ OJ. - JO Y f 0004 44 74
PGT Industries
oLLL V /LW rMe -
NOTICE OF ACCEPTANCE :DENCE SUBMITTED
C. CALCULATIONS
1. Engineering Structural & Anchor Calculations, prepared by manufacturer, dated
08/20 /00, revised on 5/24/01, signed and sealed by Robert L. Clark, P.E.
"Submitted under NOA# 00- 0912.05"
• • • •
• • • •
• • • • • • • • • • • • • • • • • • • .• • • • • • • • • •
•
• • • • •
• • • • ••• • •
... • • • • • • •
• •
• •
• ••• • • •
• • • •
• • •• ••
• •
. • • • • •
1 • ••. •
ANAL V.7
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 6620-1, Sheets 1 through 5 of 5, titled "1 Std, Wall Mullion
Arrangement Detail ", prepared by manufacturer, dated 5/26/04, with revision "A"
on 5/03/04, signed and sealed by Robert L. Clark, P.E.
B. TESTS
1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94
2) Large Missile Impact Test, FBC, TAS 201 -94
3) Cyclic Loading Test, per FBC, TAS 203 -94
along with installation diagram of a pair of fixed alum. windows (00
configuration) 60" x 54" mulled together with a lx 2 x std. wall mullion, prepared
by Fenestration Testing Laboratory, Inc., Test Report No. FI'L -2902, dated
01/05/01, signed and sealed by Antonio Acevedo, P.E.
"Submitted under NOA# 00.0912.05"
2, Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94
2) Large Missile Impact Test, FBC, TAS 201 -94
3) Cyclic Loading Test, per IBC, TAS 203 -94
along with installation diagram of a pair of fixed alum. windows (00
configuration) 80" x 76" mulled together with a lx 4 x std. wall mullion, prepared
by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated
01/05/01, signed and sealed by Antonio Acevedo, P.E.
"Submitted under NOA# 00-0912.05"
3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94
2) Large Missile Impact Test, FBC, TAS 201 -94
3) Cyclic Loading Test, per FBC, TAS 203 -94
along with installation diagram of a pair of fixed alum. windows with a transom
lite (0/00 configuration) mulled together with a lx 2 x 34" wall vertical mullion
and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FM- 2975, dated 01/23/01, signed and sealed
by Antonio Acevedo, P.E.
"Submitted under NOA# 00- 0912.05"
Theodore Berman, P.E.
Deputy Director, Product Control Division
• • • • NOA No 04- 0528.04
• • • Expiration Ante: June 28, 2006
• • • Approval Date: July 08, 2004
• ••
•• ••• FP-1 •
2.766
FRAME HEAD
L1.e55
MEETIND RAIL
1.676
1.160 .052
1.062
VENT TOP RAIL
-- 1.615 --
—1.250
VENT BOTTOM RAIL
2.055
1.575
2.250
2.665
VENT LAICN
CLA2110 BEAD
r 1.031
.414
VENT SICE RAIL
dre.ln0 ro.
W04 -03
2.665
FRAME SILL
t
1
FRAME CORIIERS MAIL
VENT CORNFR DMA.
APR 2 6 20Q4
• •
• • •
•• •
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•
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••• •
• •
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•
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•
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• •
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/ROnt'CT PEVIT621
• n.r1o711 .q Or 62aYe
II ,,,times M
ear aF- �+liL••9
(sheet e1 4 )
•
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• •
Lama -0.03 CO.JITY
APPw..C13 NUU.00
SIC SLImAti h3a
1041:044 14.0114
Kitt .1011
_ TINC4. A8c. 4S
212 413 f A
•11..tr •.:0111
4
12
11
12
1
14
13
10
11
I4
I4
33
Cal P
10 -01
10 - 01
30 -0L
u -03
13 -03
33 -04
10 -07
13 -u
Ia -l3
34 Y 1'
4433100
411173441
iG -04
10 -SW1
42
3
3
4 ROO
INUIT
30
4 0LCJ3
Li Ri•3
inu7
3
OLiCYIYTI444
414424 NEAR
fR•1E LIL
1044 1414
P5410 447G MS.
M it TOP R..
St77i •O•OU R4L
YOR AGE RYl
Glues: 20444
St7R 4741 • 10 -3 /P' 41043 ENOS
LATCH SPO413
1114441 • 4RR ASSIIASLY SC31L\•S
•
PLL1 YS1RiPPING MRN PLASTIC P133
w WSTRIPfS.G
l/$ LNRAL 1141121f4
S1SIi SLOP
USN GUIDE
2/14' 632 SCAM
NUTL41AL
6043 -TS
4043 -7S
6043 -TS
4343 -TS
Sou -TS
6063 -73
6043 -T3
4043 -76
6043 -u
S7LLL
CRS
ALLUINUY
W NP. /i1 PP11 SY /SS W YL3
PH 521S
ULTRAfA•
OPNNAL
I /4' s..•
Uo- 0R 14AIA7o 24 FNIOC•
sl J fl RCS
M It P 11537
CAN. ]33S
APR 2 6 2001
PRODUCT REVISED
▪ candy wit/ Ad P1311da
• C.
0 a N
otaa
Ic 'r4454
i
Ilia 1 14.1,16
c
Di, L •
� Matt 3 of 4
!ULILtJtJZ FTS:DU 4(b D4L47L
?GT Industries
•
ty LE ViCW, 1111.
NOTICE OFACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS
1. None.
G. OTHER
1. Letter from consultant stating that the product is in compliance with the Florida
Building Code (FBC).
F. STATEMENTS
1. Statement letter of conformance, dated March 16, 2001, signed and sealed by
Robert L. Clark, P.E.
"Submitted under NOA# 00-0912.05"
2. Statement letter of no financial interest, dated March 16, 2001, signed and sealed
by Robert L. Clark, P.B.
"Submitted under NOA# 00- 0912.05"
3. Laboratory compliance letter for Test Reports No. FI'L -2902, Ffl. -2903 and
FI1,2975, issued by Fenestration Testing Laboratory, Inc., dated January 30,
2001, signed and sealed by Antonio Acevedo, P.E.
"Submitted wider NOA# 000912.05"
•
• • • •
.• .. • • • •
• • • • • • • •
' ••
• • • � • • • • • • •
• • • •
• • • • • • •
0410 •
• . • • •
•
• ••• •
:so • •
• • ••• •
Tbeodore Berman, P.E.
Deputy Director, Product Control Division
.. ... • • • • • .. NOA No 04- 0528.04
• Expiration Date: June 28 2006
• • • Approval Date: July 08, 2004
.. ... ER!2 • • • ..
GLAZING
PRODUCT
D
/ H.1
TYP.
MULLIOIi
GL4Z1MG
GLAZING
PRODUCT
PRODUCT
. ..
.. •
•.•
... •
• •
TYP.
MUW ON
:T
TOGETHER
• .•
:•: FIWABL�' .••.
• •••lt.ES •
•
▪ ••••
•
•
... tW2 .... • • • •
••••• •
• •
....
• •
.•..
• ..
.. •
•
•
INT1TY AND LOCATION
0 5
ANCHORS:
TYPE. '$.
"C" OR "D"
BOTH ENDS
GLAZING
PRODUCT
TYP.
MULUON
GL4ZTNG
PRODUCT
142
Hi
H .• HT 4-H2
(1) WINDOW MULLED
WIONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = H OR H1 +H2
MULL LENGTH = W
t QIORS
TYPE. "B
'C. OR b.
BOTH. -ENDS -
H
W at WT +W2
H - Hf#H2
(2) WINDOWS MULLED
W /ONE A&OVV
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
I11) MAX OPENING = H OR H1 +H2
MULL LENGTH = W OR W1 -i-W2
M2) MAX OPENING = W OR WI +W2
MULL LENGTH = H1
TO BE USED ONLY WITH, PGT I ND U
H2
R.vad By: .:
F.K. 5/3/04
Worn By:
P.J.P.
Demperon:
ANCHORS:
TYPE "E
"C" OR "D
BOTH ENDS
C7kkd By:
H
a
a
a
L
L
MULTIPLE
1
FOR DETERM
DESIGN PRE
ON PAGE 5
M3) MAX OPENIM F
MULL LENGTI
M4) MAX OP£NIM F
MULL LENGHI
Dabs:
oar
4/28/00
a
a
1
Revision:
4 — AZ
• •
• •
•
•
•
• •
• • •
• • • •
• • • •
• •
• • • •
•
L
MULIJON
MIN,
(TYP),
py p
ILION TO MULLION INSTALLATION TYPE "A",
• ••
• • •
• •
• •
•
• •
• • • • • •
•
• •
•
• • • •
•
•
••••
tra.:21 (Tv)
ma.. 4 (m.)
• •
•0 ••
• •
•
• • k • ••••• MIN.
..•••
•
• .•••
••••,.
• • • •
OF ANCHORS .REOU1RED
.0CAT1ONS SEE SHEET 3.
1LL-TO-CLIP IS THE SAME
FROM CLIP -TO-OPENING.
2902, 2903 AND 2975
OR 4"
A •
CAL. MULLION TO STRUCTURE WITH
WOOD BUCK TYPE "5".
'STAGGERED ON
OPPOSITE SIDES
(SO AS NOT TV
INTERFERE WITH
EACH OTHER)
112 SACS (1991)
ALL FASTENERS
musr Er DADE COUNTY
AA0R0vro. SEE NOTE
/12 P.M. S.M.S.
STAGGERED ON
OPPOSITE SAES
(50 AS NO7 JD
INTERFERE WITH
EACH OTHER)
SEE , IOTE 11
172 WOOD SCREW ('991)
ANN. ti m4E-mel0n PiTO
Y1000 BUM ALL FASTENERS
MUST SE DACE COUNTY
•
APPROVED SEE NOTE 11
.
PVADUCTILIMED
TYPICAL MULLION TO STRUCTURE WITH WOOD
BUCK REMOVED FROM CONC. TYPE "C",
TYPICAL MULLION TO STRUCTURE W177-1
WOOD BUCK AND CONC. TYPE
TO 13E USED ONLY WITH' PGT INDU.
hind 9y: Pte:
FA 15/VO4
Drawn By:
P.J.P.
trametiatiorr
Chkd 15y:
Data:
Oats:
4/28/00
R..isiont
A — AL
• ..
• • •
• •
•
•
•
•• • •
• • •
• •
••••
• •
•..•
•
• ••
• • •
• • •
.•••
• •
••••
•
•.
•
••••
• •
••••
•
• •
••••
•
• ••
• • •
•
•
A
2
0
0
4 MAX
1 " MULL CLIP
TWO (2) ANCHOR LOCATIONS
EXTRUSION OflV f 1099
PRODUCT *EVUSED
ae mo *'1M e4 Fled*
Delft Cole
Aceeptrat Le ,04
' MIN. FROM
ENDS (TYP)
I
1 4
MAX.
dirrp
LA 3_1
1 " MULL CLIP
FOUR (4) ANCHOR LOCATIONS
EXTRUSION DWG 1 1099
1
Desc
4
8
1 " MULL CLIP W
TWO (Z) ANCI.
EXTRUSION C
1 -46--91
3 -fL ,r
1 " MULL CLIP W
FOUR (4) ANCI-
£XTRUS101V D
z
G
TO BE USED ONLY WITH PGT 1NDU :j
Roved 5 /3/04 rata Dy: rate: rem-
AL
Drava P.J.P. 4/28/00
•
•
•
•
:•
• ..'•.
•
•
•
•
•
•
• • •
• • •
•• •
•.••
• •
••• •
•
• •••
• •
• •
••••
• •
••••
•
•••
• • •
•
• •
••. •
4
•••
• • •
••
• •
• • .
•
•••
•
•
•
•
•
•
3 • •
•
3 _•••
3
4
8 (n'P)
1 x STD. NALL MULLS
MAT'L: 6063 -T6
PRODUCT itiVIMD
balding as *� r. Nadi
A t ( * m Nej24zgras4
I
2
t
�
4
F r r
1
3
4
1
x
TO BE USED ONLY WITH PGT JNDU "
R K 5/3/04
Pate: Chid 9 ': Revtwon: a
—�
Date:
Drawn P.J.P. 4/28/00
De cr an:
•
55
52
50
49
49
49
49
49
130
44
41
39
38
38
38
38
38
170
31 29
27
26
25
25
25
25
27 24
23
22
21
20
20
20
23
21
19
18
18
17
17
17
17
16
162
158
-
-
-
-
•
157:
143
= 134
127
124
122
122
122
•
14:...
128
119
112
108
106
106
106
• '
1f7,— .
115
106
100
96
93
92
92
• .
105 '
95
87
81
77
74 .
72
71
90
81
i 74
69
65
63
61
59
83
74
68
63 _
60
57
55
53
65
59
53
49
46
44
42
40
•
OPENING WIDTH IN INCHES
7_81
80
90
100
110
120
130
160
,•
t70 i
170
170
170
170
170
170
170
1•?6 • •'
170
170
170
170
170
170
170
: •
1'j.: ,
,
170
170
170
170
170
170
170
.
170•'
170
162
158
157
157
157
157
•
157:
143
= 134
127
124
122
122
122
•
14:...
128
119
112
108
106
106
106
• '
1f7,— .
115
106
100
96
93
92
92
• .
105 '
95
87
81
77
74 .
72
71
90
81
i 74
69
65
63
61
59
83
74
68
63 _
60
57
55
53
65
59
53
49
46
44
42
40
53
47
43
39
37
35
33
31
43
38
35
32
30
28
27
24
30
27
24
22
20
19
18
16
28
24
22
20
19
17
16
-
PRESSURE IN PSF.
Horizontal Mull
Opening
Width
I_ Mull
Length
Re+Od Br tb
F.K. 5/ 3/04
Drown Br P.J.
_Opening_4
Width
Chkd Bar. rate:
4 /28/00
Mull
Length
Multiple Mulled Units
Mull
Length
\Opening
Width
TO BE USED ONLY WITH PGT !NDU.
•• • • • • • ••• ••
•
• • •
. •
• • •
•• • • • •• ••• ••
• • •
• • • • • • • • • • • •
• • • • • • • • • •
• • • • • • • • • • ••
• • • • • • • • • • •
• • • ••• • •••
•
• .•. • • • • •••
•
• • • • • • •
• • • ••• • • •
• • • • • • • • • •
•. .• • • • •• •• •
• • ••• • • • •••