WINDOWSFINAL WINDOWS
- 7/
Passed
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
'Inspection Number: INSP -9740
Inspection Date: 02/14/2006
Inspector: Grande, Claudio
Owner: None, None
Job Address: 990 99 ST
Project: <NONE>
Miami Shores Village, FL
Building Department Comments
Monday, February 13, 2006
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 - 8972
Block:
Contractor: KINCO WINDOWS AND DOORS OF FLORIDA. D /B /A KINCO l
Permit Number: BP2005 -871
Permit Type: Imported Permit
Inspection Type: Final
Work Classification: <NONE>
Phone Number
Parcel Number 1132060143330
Lot:
Phone: (786)295 -9269
Page 2 of 2
Miami Shores Village
10050 NE 2nd Avenue
Building Permit
Phone: 305- 795 -2204 Permit Number: BP2005 -871
Printed: 6/13/2005
Applicant: DIANA
Owner: VALVERDE
JOB ADDRESS: 990 NE 99
Contractor KINCO, LTD.
Local Phone: 305 - 235 -1801
Parcel # 1132060143330
VALVERDE
DIANA
ST
Contractor's Address: 13440 S. W. 131 ST.
Page 1 of 1
Legal Description: 5 -6 53 42 MIAMI SHORES SEC 3 PB 10 -37 LOT 1 & NELY5FT OF LOT 2 BLK 80
Fees: Description Amount
FEE2005 -8000 Building Fee $240.00
FEE2005 -8001 CCF $4.80
FEE2005 -8002 Training and Education Fee $1.60
FEE2005 -8003 Technology Fee $6.00
FEE2005 -8004 Scanning Fee $6.00
Total Fees: $258.40
Total Fees: $258.40
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 12/6/2005 Construction Value: $7,959.00
Work: REMOVE OLD WINDOWS AND REPLACE WITH NEW IMPACT WINDOWS
Signed: (INSPECTOR)
AUG O 8 PAID
c.A-s 14 -
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
BUILDING
PERMIT APPLICATIO
FBC 2001
Permit Type (circle): Building Electrical ' Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) 60- u�r � .� /4 - l✓/a'Lb %'bt. Phone #
Owner's Address 9P
City tA. f 2,'�' State
Tenant/Lessee Name
Job Address (where the work is being done) 5 c P5 J'T
City Miami Shores Village County Miami -Dade
Is Building Historically Designated YES NO 2(
Contractor's Company Name .D51- R7"(c) ( /$/66,4' V - 6 /LS Phone #
Contractor's Address
City
Qualifier
V 4 S w- /3/ J7
i7 j State /
/ '?2. P /CC I , -it .S'
State Certificate or Registration No. CA -0`03 f S C`) Certificate of Competency No.
Architect/Engineer's Name (if applicable)
Submittal Fee $
Notary $ / Training/Education Fee $
Scanning $
Total Fee Now Due $
(Continued on opposite side)
Permit Fee $
Radon $
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
•
!nn
2 r9ft4
Permit No. i POS0 84
Q fni±)0Master Permit No.
BY 4 fet . � r
Type of Work: Addition EAlteration
Describe Work: £ ?"v0 &( de,n 1 f
41111( Rondine
lye) P ✓`�» 1..1I ch /
ENew
Zoning
Code Enforcement $ ./ Structural Plan Review. $
Zip
Phone #
Zip
3 .7'/,10
Zip
Phone #
****************************F
[ /9 d
/. 6c)
Roofing
COS) ?j ' it/0
37/, g
°f) 2 3J /,D/
$ Value of Work For this Permit Square Footage Of Work:
a Repair /Replace ❑ Demolition
5 t.(' 'rbz.
CCF $ 'I • gam' CO /CC
Technology Fee $ C "jQ
Bond $ �'
Signature
NOTARY PUBLIC:
Sign: )f �.ttl F.
f
My Commission Expires: 41 // ..;10
******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
chc 05/13/03
Bonding Company's Name (if applicable)
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. 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 .e a. -.ved and a reinspection fee will be charged.
Own gent Contractor
The foregoing instrument was acknowledged before me this The foregoi instrument was acknowledged before me this 7
/
day of, 44.2 , 200 , by day of ? > , 20t.1. , by Awe. 3 4, .i ,
who i personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Fri t.--- Sign: 8 t ) 4 a-4 1<J
0.
Print: //;0,' //i J)O / ij ..e.f ' $<� mARIA DnNioN Print : ///f' .✓�c ?izie.6
* MY COMMISSION A DD 420330 My Commission Expires: --// -- ,/e... �/
EXPIRES: May 11, 2009 y p
` *, 4 144114490,41oi iSsOnk****** * * * * * * * * * * * * * * * * * * * * * * *,,,ty. * * * * 'ir `oONLON
* �, * MY COMMISSION 4 DD 428330
in EXPIRES: May 11, 2009
******************* * * * * * * * *s * * * * * * * * * * * * * * * * * * * * ** v &` ° * *Se04e41944901NoWYSM ces
Plans Examiner
Engineer
Zoning
•
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
1'Fhi Irr NO. • TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street/address:
/11 f/ t
2. Description of improvement: / Ski) Cr''N cd
3. Owner(s) name and address: eNQ /gtAc ' i9 /44v.- .V L ef' 72 6C'
990 ,v-e 9.? ,('-r , /-7//2 • (I/le2,t r / /1 . 3,?/,5
Interest in property: �- r)--c cr
Name and address of fee simple titleholder.
4. Contractor's name and address: /9 1✓f4'Oov.. / S00,4,1 /Q9. ■tico Pe,vi
/35 S.(j / 3/ ST 2-„ � / �c 33/�C
S {ATE OF FLORIDA, COUNTY OF DADE
5. Surety: (Payment bond required by owner from contractor, if arArl EBYCERTIFYthatPhis+s a e
y or ree
original Piled ni this office on day of
, A Co 20 t=J -----
Name and address: •/t�'�A
Amount of bond $
6. Lender's name and address:
i . • camh.. .... . ..
different d- e
it 4,
Signature or n - r Va/ gide.
Print Owner's Name i owlet
WITNESS my hand and Official Seal.
HARVEY RUV
i
Ry
111111111111111111111111111111111111111111111
c:F N 200 5
DR Bk 23508 Ps 0797; (1Ps)
RECORDED 06/23/2005 15:22 :36
HARVEY RUVIN, CLERK OF COURT
MIAMI -DADE COUMTYr FLORIDA
LAST PAGE
D.C. .: coin:
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address: /V4-
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expirati • n t of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
Sworn to and subscribed before me this '7 day of
/d/ c1 t
Notary Public G ��6 "' `� � /h /
Print Notary s Name /9 I D - • ,CJ .5, , 3 /g
My commission expires: = //- 0/001 '�F� „al dThru Budget Notary S4 on
123.01 -52 PAGE 4 8/02
Prepared by /*41 c. 1/4/71:".
, 20 0.57
Address: /35
MARIA DAMN
* MY COMMISSION 11 DO 428330
9e'Pe1 o -'o
''`„
I-2'
Lr k9dHi
X37/65 .,32X 3f
Sly (AL
' a ., , \ (/
c,
w 1 �• 1 1
7 c7c,(q 7c;(
R RLJ
1t/oA
03 060F• 03
No,-
oa - ola8.06
/
j
-K S -0Q1 \
cx f
3 9
w
No,-
03 - 060' o3
KINCO WINDOWS Ltd
Job: D / N/a- V /4L 434A
Ewe: 99 /t/.e- .49 ct-r.
r+i,e2m, s 404a ,
Sod
fio pf if
M I� DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
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
Kisco Limited
P.O. Box 6429
Jacksonville, FL 32254
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 the BCCO and accepted by the Building Code and Product
Review Committee (BCPRC) 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 BCCO (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 immediately revoke, modify, or suspend the use of such product or
material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by
BCCO 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 South Florida Building
Code, 1994 Edition for Miami -Dade County or Florida Building Code.
DESCRIPTION: Series "MPSH -41" Aluminum Single Hung Window — Impact Resistant
APPROVAL DOCUMENT: Drawing No. W01 -81, titled: Series "MPSH -41" Aluminum Single Hung
Window, sheets 1 through 6, prepared by AI- Farooq Corporation, dated 12/26/01, with revision A dated 02/12/02,
signed and sealed by Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control Renewal stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturcr'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 entircty.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 02 -0128.06
Expiration Date: March 14, 2007
Approval Date: March 14, 2002
Page 1
"
w
X
1/0' ANN. CLASS
097' t(TFRtAYER
SEATTORM TYPE 0
CLASS TYPE
3/8' OVERALL THK.
LAMINATED BY 'CARDINAL'
4
I /0' ANN. CLASS
1/4' AIR SPACE
1 /e' HEAT SIREN. GLASS
.090' P48 INTERLAYER
1/0' Ann. cum
ONE PAM SIUCONE
P[CORA 895' OR
TWO PMT SILICONE
4 ,�ECOM 983'
1
/OIL. . ,
1,
GLASS TYPE 'C'
3/4' OVERALL THK.
LAMINATED BY 'CARDINAL'
1 /0' ANN. CLASS
CLASS TYPE 'E'
3 /e' OVERALL TML.
LAMINATED 8Y 'MCP'
1/e ANN. GLASS
ONE PART SILICONE
PECORA 095' OR
TWO PART SIUCONE
'PECORA Bey'
.090' INTERtAYER
SAFUE4 KECPSAFE
1/8' ANN. GLASS
ONE PMT =CONE
'PECORA 895' OR
TWO PART SILICONE
'PECORA 9135'
CLASS TYPE 'B'
3/0' OVERALL THK.
LAMINATED BY 'CARDINAL'
1 /e• ANNEALED CLASS
1/4' AIR SPACE
1 /e ANNEALED CLASS
097' INTERtAYER
SEASTORM TYPE 6
1/0' ANNEALED CLASS
ONE PART SIUCONE
PECOM 095' OR
TWO PAM SILkONE
I I. ' in CORA Bey'
GLASS TYPE 'D'
3/4' OVERALL INK.
LAMINATED BY 'CARDINAL'
I /8' ANNEALED CLASS
1/4' NR SPACE
1/S' ANNEALED CLASS
.090' INTERLAYER
OUPONT BUTACITE
1/0' ANNEALED MASS
ONE PART SILICONE
'PECORA 895' OR
TWO PMT SILICONE
4t !c08A 985'
GLASS TYPE 'F'
3/4' OVERALL THK.
LAMINATED BY 'CARDINAL'
4 3/4' MAX
AT HEA0 /SILL CORNERS
0
0
1 /e ANNEALED GLASS
.009' FILM
TPO -2000
AIR SPACE
1/0' POLYCA2BONATE
AIR SPACE
.009 FILM
TP0 -2000
ye ANNEALED CLASS
ONE PACT SILICONE
'PECORA 895' OR
TWO PART SILICONE
4 51 C0M 985'
CLASS TYPE '0'
3/4. OVERALL THK.
LAMINATED BY PROTECTIVE CLASS INC.'
47 3/9
0.LO. (FIX. UTE)
14 1/2' MAX.
HEAD/SILL
i
47 1/2'
0.L0. (VENT)
50'
VENT W1•TH
53 1/8'
WINDOW WIDTH
FLAN(W FRAME
•
c
TYPICAL ELEVATION
TESTED UNITS
47 3/5'
e MAX.
HEAD /SILL CORNERS
ie
D.LO. (FIX. UTE)
13 yr MAX.
HEAD /SILL
i
i
47 1/2'
O.LO. (VENT)
•50'
VENT WIDTH
52 1/8
BUCK 810TH
FIN FRAME
ligIES:
1. 71415 PRODUCT IS DESKONEO AS PER THE SOUTH FLORIDA OVILDINO COOS
1994 EDITION FOR MIAMI-DADE COUNTY OR FLORIDA BUILDING CODE.
ALSO FOR WINO LOADS AS PER /SCE 7 USING CORRESPONOINO LOADS.
E 8000 BUCKS BY OTHERS. MUST OE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE
3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSINO OR STUCCO.
Env: 09. VJM OU MGM
FIA PE / 1 .55 7
FEB 1 3 2002
APPROVED AS COMPLYING V4N THE
SOUTH FLORIDA DUIL0990 000E
r ' 1 1 -`u;
ntonmsr
FRG NTROL DMSKIN
S CODE COMPUANCEOFFK:E
ACCEPTAI(Cf HEM' Oa
BY
$ :#
( F 4rowIng no.
W01 -81
"klh.et 1 of 6
FLANGE FRAME WINDOWS
DESIGN LOAD CAPACITY - PST
SHUTTERS NOT REQUIRED
FIANCE DIMS.
WIDTH
19 -1/8'
26 -1/2'
37'
53 -1/6
19 -1/6'
26 -1/2'
37'
53 -1/8'
19 -1/8'
26 -1/2'
37'
53 -1 /6'
19 -1 /8'
26 -1/2'
37'
53 -1/8'
19 -1 /6'
26 -1/2'
37'
53 -1/6'
19 -1/5'
26 -1/2'
37'
53 -1/8'
moon'
26'
(
36 -3/6'
(3)
50 -5/8'
(4)
63'
(5)
72'
(8)
CLASS TYPES
'A' 'IY OR •'
OR.(+)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
62.2
70.0
70.0
70.0
56.5
70.0
70.0
70.0
49.6
1 NT.( -)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
62.2
70.0
70.0
70.0
56.5
70.0
70.0
70.0
49.6
CUSS TYPES
'C' 'D' OR '7'
EXT.( +)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
67.2
70.0
70.0
70.0
80.9
70.0
53.6
1 M.( -)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
67.2
70,0
70.0
70.0
60.9
70.0
70.0 70.0
70.0
70.0
53.6
04138 TYPE
'0'
EXT.( +)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
60.6
70.0
70.0
70.0
61.9
70.0
70.0
70.0
59.6
70.0
70.0
70.0
55.6
I M.( - )
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
60.8
70.0
70.0
70.0
61.9
70.0
70.0
70.0
59.6
70.0
70.0
70.0
55.6
• NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB.
I !:;
WINDOW YRDN
(FLANGE 0340
FIN FRAME WINDOWS
DESIGN LOAD CAPACITY - P3F
SHUT1173 NOT REWIRED
BUCK DINS.
24'
28'
32'
38'
40
44'
46'
52'
24'
28'
32'
38'
40'
44'
48'
52'
24'
28'
32'
38'
40'
44'
48'
52'
24'
28'
32'
36'
40'
44'
48'
52'
24'
26'
32'
36'
40'
44'
48'
52'
24'
26'
32'
36'
40'
44'
46'
52'
HEIGHT
26'
(3)
36'
(3)
44•
(4)
52'
(4)
60'
(5)
72'
(8)
GLASS TYPES
'A' '6 OR 0
EXT.( +)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0 •
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
69.6
63.9
50.5
70.0
70.0
70.0
70.0
63.5
57.4
33.1
49.2
1147.(-)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
69.6
63.1
58.5
70.0
70.0
70.0
70.0
63.5
57.4
53.1
49.2
GLASS TYPES
C '0' OR '7'
EM.( +)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70,0
70.0
69.0
63.1
70.0
70.0
70.0
70.0
68.6
61.1
57.3
53.1
11(7.(-)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
69.0
63.1
70.0
70.0
70.0
70.0
66.6
61.6
57.3
53.1
CASS TYPE
EXT.( +)
70.0
70.0
70.0
70.0
70.0
70.0
70.0 70.0
70.0 70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
85.5
70.0
70.0
70.0
70.0
70.0
59.6
70.0
70.0
60.6
70.0
70.0
70.0
70.0
70.0
65.0
59.6
56.1
tN .( - )
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
65.5
70.0
70.0
70.0 I 70.0
70.0
70.0
700 70.0
70.0
59.6
70.0 70.0
70.0
70.0
70.0 70.0
70.0 70.0
70.0 70.0
66.1 66.1
60.6
70.0
70.0
70.0
70.0
70.0
85.0
59.6
55.1
• NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB.
BUCK 111001
Env: 00. HUw1Y0UN F 8000
119UC1U11O
NA PE / 16657
FEB 1 3 2002
APPROVED AS CCMPLY040 NM THE
o.MAK l I
BY riiimm ..A� .
PRO. •NTROL DMSION
BNL • • CODE COMPUANCE 0 E
ACCEPTANCE N0Q2. -Q(
drowing no.
elect 2 of 6
O
ILLUSTRATE DTiS OFtlr
,
Trwir
g
4
/e Ft1 SMs
(2) PER GUIDE
W1
•
TYPICM ANCHORS
SEE ELEV FOR SPACNO
D /
• MIGL ANCHORS ....... 1sr OR 28Y
SEE ELEV. FOR SPACwo WOOD BUCK
0 C•
wINDOW 22101H
TYPICAL ANCHORS
SEE ELEV. FOR SPAISNO
MOOR inn(
EXTERIOR
G.L. GPO.
WINDOW wtoTH
Engr: M. wWYOUN FAR000
STRUCTURES
FLA. PC / I111367
FEB 1 3 2002
FLANGE FRAME WINDOW
MATH
APPROVED AS CONCUR/0 THE
SOUTH FLORIDA
MAR•
• P' •
DE
OA
BY
PR. • 7 • - 01. DIVISION
°M
OE ODE COMPLIANCE OF
ACCEPTANCE NO.()Ln12R•O/o
a �
o 0
U
4 a
0
(sh..t S 6
Orawtng no.
W01 -81
8
TYPICAL ANCHORS
SIX VEV. roR sPAaNO
EXT. OR Ref. FINISHES NOT fN KIgCO •
10Y OR 211Y
Wo00 eucx
NETM STRUCTURES
(STEEL OR MUM. 1 /0' MN. THICK)
STEEL : Ty - 35 K51 MIN.
ALUMINUM : 000.7 —T5 MIN.
TYPICAL ANCHORS
SIX ELMS. roR SPAC1HO
TYPICAL ANCHORS; SEE ELEV. FOR SPACING
/ 1 ISMS
INTO 2BY W000 BUCKS OR WOOD STRUCTURE
1 -1/2' MIN. PENETRATION INTO W000
T/je TAernNS
•
INTO 2BY WOOD BUCKS OR W000 STRUCTURE
1 -3 /a' MIN. PENETRATION INTO W000
THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4' MIN. EMBED INTO CONC. OR MASONRY
3/10' TFKS OR SFI F [1RU I LNG STIRFWS
INTO METAL STRUCTURES (1/B' MIN. THICKNESS)
we MAX. SHIM SPACE)
J1O SMS OR SRF DRILLING SCREWS
INTO DADE COUNTY APPROVED MULLIONS
(NO SHIM SPACE)
A'EEPHOLES.
Wt - 1' X 1/4' WEEP HOLE WITH PLASTIC BAFFLE
AT S' FROM EACH END MD AT MID SPAN
IVY OR 20Y
"moo elm
DADE COUNTY APPROVED
MULLION
VENT WITH
0.1. ORD.
WOOD BUCKS NOT BY KINCO, MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM ANO TRANSFER THEM
TO THE BUILDING STRUCTURE.
j0 x .3/4' SMS
(2) PER GUIDE
TYPICH. ANCHORS
SEE ELEV. FOR SPACING
SHIP
X
IULUSTRATNE OTLS. ONLY
I E. OR MT. rMI5NES
NOT RY MNCO
WI
TYPICAL ANCIORS
SCE ELEV. rat SPACING
TYPICAL ANCHORS
SCE CLCv. roR SPACING
TYPICAL ANCHORS; stt Rev. roR sPAINc
INTO WOOD STRUCTURES
1 —l/4" MIN. PENETRATION INTO W000
110 SMS OR SF! F ElRO I INC SCRFW$
INTO DADE COUNTY APPROVED MULLIONS
(NO SHIM SPACE)
WEF.PROLES;
W1 - 1" X l/4' WEEP HOLE WRH PLASTIC BAFFLE
AT S' FROM EACH END AND AT MID SPAN
W000 STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE.
Ellin OR. NJwWUN rmoot;
STRUCTURU
ru. PL r 16557
FEB 1 3 2002
FIN FRAME WINDOW
APPROVED AS COMPLYING WITH T/IE
SWIM PI.p,RJpA 1111
OA M& 1
MY
PROD "• NTROL DIVISION
SURD COOE COMPLIANCE Or
ACCEPTANCE HO. Ct ? •OLD
1c34`)
1,
1
crowi ■in9 no.
ng
(shot* I 4of 6
FRAME HEAD (FLANGE)
2.691
r1.37 5-- 1
L
F^- 2.000 --i .513
Q FRAME JAMB (FIANCE)
1.563
1.120
FRAME SILL (FIANCE)
j
.145
.153
TPC (RIGID)
rit-.070
7 T
POLYPROPYLENE
(FLOQ6LE)
12 - GLASS SPACER SCALE 1.1
LATCH
2.091
1.125
.375
.813
.120 --1 L--1.303
A FRAME HEAD (FIN)
1.06.3
1.1251.500 -J .eu
A FRAME JAMB (FIN)
.709 1.370
.012
.375
1.125
F — I
2.691
0 FRAME SILL (FIN)
2.666
1 1—.120
1.260
1.107
VENT SIDE RAIL
513
.437
n FIXED MEETINO RAIL
(+) VENT TOP RAIL
n VENT BOTTOM RNL
(
1.609
.093
.410
SASH STOP
CLAZINO BEAD -7/5' CLASS GLAZING BEAD -3 /B GLASS
t7ax No. PART NO.
IA
2
2A
3
3A
4
6
a
7
e
64
9
10
11
12
13
14
15
18
17
1a
19
KCO -204t
KCO -2051
6C0 -2042
KCO -2052
KCO■2043
KCO -2053
KC0 -2042
KC0 -2040
K00 -2047
K00 -2044
RP - 800
RP-601
K00 -242
VTF ■2009
W23151N0
W23171NC
L -049
13129
20 KCO- 2038 -A
aUANrlrT
2
2
2
4/ 11TE
4/ UTE
AS REGD.
AS RE00,
AS ROOD.
AS 6E00.
AS 6E00.
2
2/ VENT
U -4333
13130/13031
AS RE00.
2
2
2
D6 CIUPT1ON
FRAME HEAD (FLANCE)
FRAME HEAD (118)
FRAME SILL (FLANGE)
FRAME SILL (FIN)
IMAMS JAMS (FLANGE)
FRAME JAME (11N)
VENT TOP 1141I
VENT 007011 RAIL
VENT 310E RAIL
FIXED MEETINC RM.
Ol421N0 19EAD -7/0' GLASS
0142940 BEAD -3/8' CLASS
SASH STOP
RAMC ASSEMBLY SCREW
VENT ASSCM81.7 SCREW
GLASS SPACER
FIN SEAL WEATHERSTRIPPING
FIN SEAL WEATHERSTRIPPING
5/8' SPIRAL eAI.ANCE
514AP LATCH 3' LANG W/ SPRING
BULB WCAIHERSTRIPPINO
VENT TOP GUIDE
VENT BOTTOM GUIDE
BALANCE BRACKET
MATERIAL
0003 -T0
0083 -10
6003 -T6
6063-18
6063 -1-6
6063 -15
8053 -T8
6063-19
6083 -T6
0063 -T6
RIGID PVC
R1010 PVC
6063 - TO
SEE DTI.
111.06
NYLON
NYLON
0063 -T6
KANP. /8 UPPLJER /REMARIIS
0a X 1 PMPM SUS
ft) X 1' PHPN SMS
DUAL OUROMETER
ULTRAFAB .150X.187 OR COON.
ULTRAFAB .1703.157 OR EQUAL
CALDWELL ULTRALIFT /SPIREX
f' FROM EACN END (HUGHES SUPPLY)
0 -106 .3003.190
ASHLAND PRODUCTS
ASMIANO PRODUCTS
Env.. 00. NUMAYOUl: P4A000
STRUCTURE!
M PC / 10677
FEB 1 3 2002
�U g
O • R ,i
21 0
a 4
O N 8
APPROVED AS COMPLYINO1MTH THE
SOtITN FLORIDA BULB • .. - 1.
DA • ' FrF� 1 i a 3
PR• • T•• NTROL=SION ,
MD 000E COMPLIANCE OFFICE
ACCEPTANCE N0(
Growing no.
W01 -81
(Owe Sol 6
drawing ne.
W01 -81
MIAMFDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Copi Glass Sales & Services Corporation
7450 N. W. 41 Street
Miami, FL 33166
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
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 -Dadc County Product Control
Division an 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. 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "510" Aluminum Fixed Window - Impact
APPROVAL DOCUMENT: Drawing No. W02 -50, titled "510 Aluminum Fixed Window (Impact) ", sheets 1
through 4 of 4, dated 05/20/02 and last revised on 01 -04 -03, prepared by Al- Farooq Corporation, signed and
sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the
Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large Missile Impact Resistant
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 consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No 02-0826.03
Expiration Date: February 20, 2008
Approval Date: February 20, 2003
Page 1
Gopi Glass Sales & Services Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA)
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W02 -50, titled "510 Aluminum Fixed Window (Impact) ", sheets 1
through 4 of 4, dated 05/20/02 and last revised on 01- 04-03, prepared by Al-
Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P. E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per TAS 202 -94
3) Water Resistance Test, per TAS 202 -94
4.) Large Missile Impact Test, SFBC PA 201 -94
5.) Cyclic Loading Test, per SFBC PA 203 -94
along with marked -up drawings and installation diagram of a series 510
aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc.,
Test Report No. HETI -02- 1211, HETI- 02 -1145A and HETI- 02- 1145Ball dated
March, o4, March 05 and April 30 , 2002 respectively signed and sealed by
Hector M. Medina, P. E.
C. CALCULATIONS •
1. Anchor calculations, comparative and structural analysis, dated August 20, 2002,
prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq,
P. E.
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 01- 0205.02 issued to Solutia for "Saflex /Keepsafe
PVB ", expiring on 05/21/06.
E. STATEMENTS
1. Statement letter of conformance and statement letter of no financial interest dated
August 15, 2002, signed and sealed by Dr. Humayoun Farooq, P.E.
2. Laboratory compliance stated as part of above test reports.
F. OTHER
1. Proposal 01 -0455, approved by BCCO dated 12 -13 -2001.
E -1
\ , L .a.A...t..%
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No 02-0826.03
Expiration Date: February 20, 2008
Approval Date: February 20, 2003
GDP - I I 1
3 1 /5' MAX.
FROM ENDS
D.L OPG.
3Y
18' MAIL.
HEAD /SlU.
D.L OPG.
. 37.
WINDOW WIDTH
WINDOW WIDTH
USE DADE COUNTY
APPROVED MULLION
(UNDER SEPARATE APPROVAL)
SERIES -510 ALUMINUM FIXED VENDOR
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHART
SHOWN ON SHEET 2.
FIXED WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR
LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS.
THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VEU3CRY HURRICANE
ZONE OF THE 2001 FLORIDA BUILDING CODE.
ALSO FOR WIND LOADS AS PER ASCE 7-88. ASCE 7-93, ASCE 7 -95 OR
ASCE 7 - 90 AS REQUIRED BY PREVAILING BUILDING CODE.
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
ANCHORING OR LOADING CONDMONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
FALSE NUNTTHS
SUFFICE APPLIED
OPTIONAL
_1
k
GDP-7
1
TYPICAL ELEVATION
TESTED UNITS
En0n DR. HUMAYTRM FAR000
nA. PE STRUCTTyES
UR
CAN. 35.30
9 2003
FRAME HEAD /VII
oop-10
FRAME JAMB
GOP-7
—,31p—
r3L II
A62 ---
f:l A7ING STOP
COP-9
COVFR CHANT
GOP-8
•
al it
g
V � n
m
2 X23
10
drawing no.
W02 -50
(sheet) of 4
C
DESIGN LOAD CAPACITY - PSF
18214008 DIMS.
GLASS TYPES A. 13' M 'G"
MOTH
LENGTH
CCT. ( +)
1M. ( -)
18' (2)
72.0
71.0
24' (3)
710
71.0
30' (3)
3 8 )
71.0
71.0
38' (3)
71.0
71.0
42' (
710
71.0
10' (2)
71.0
71.0
24' (3)
71.0
71.0
30' (3)
( 4 )
71.0
71.0
38' (
71.0
71.0
42' (
03.0
63.0
18' (2)
71.0
71.0
24' (3)
71.0
71.0
30' (3)
(5)
71.0
71.0
39' (3)
71.0
71.0
42' (
63.0
83.0
18' (
71.0
71.0
24' (3)
n . .
71.0
71.0
30' (3)
(6)
71.0
71.0
36' (
71.0
71.0
24' (3)
ee
72.0
71.0
30' (3)
(6)
71.0
71.0
24' (3)
99' (7)
71.0
71.0
19 -1/8' (2)
710
71.0
26- 1/Y(3)
71.0
71.0
3T (
28'
71.0
71.0
46' (
(3)
710
710
53- 1/5'(4)
71.0
71.0
19- 1/8'(2)
71.0
71.0
28 -1/2' (3)
71.0
71.0
37' (3)
38 -3/6'
71.0
71.0
o r (
(
68.9
68.8
53- 1/8'(4)
68.9
65.5
19 -1/8' (2)
71.0
71.0
20- 1/2'(3)
71.0
71.0
37' (3)
60 -0 /5'
71.0
71.0
48' (
(4)
55.1
55.0
53- 1/8'(4)
52.2
49.7
19- 1/8'(2)
71.0
71.0
26-1/2 (3)
71.0
71.0
37' (3)
�3)
71.0
71.0
or (4)
55.1
55.1
19- 1/8•(2)
710
71.0
26- 1/2' (3)
63'
71.0
71.0
3T (3)
(
71.0
71.0
19- 1/8'(2)
71.0
71.0
26-1/2' (3)
74 -1/4'
71.0
71.0
37' (3)
(
71.0
71.0
10
3
D.LO.
e
NUMBERS IN PARENTHESIS INDICATE
NUMBER OF ANCHORS RM. PER SIDE
3L
1.
Sae
WIDTH AND LENGTH ZONTh IONS CAN BE °RIDDED
VERTMALLY OR NORRONTALLY AS SHOWN ABOVE
3/10' ANNEALED GLASS
.090 PVB INTERtAYER
SOLUM SAFLEX 9IG/KEEPSAFE
3/10' ANNEALED GLASS
w
SIUCONE
SCNNEE- MOREHFAD 5731
GLASS TYPE 'A'
3/18' ANNEALED GLASS
060 POLYESTER INTEIBAYLR
OLASMM SAFETY -PLUS
.010 PET FILM
080 POLYESTER INTERIAYER
GLASZAM SAFETY -PLUS
3/10' ANNEALED GLASS
SILICONE
SOHNEE- MOREHEAD 5731 t
11 1 iui ;�I�
u7tJ 1 � _., J
II J 1
CLASS TYPE 'L3' ZS 0 GLASS TYPE 'C'
GLAZING OPTIONS
LARGE MISSILE IMPACT RESISTANT GLASS, SHUTTERS ARE NOT REQUIRED
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS .SHOWN ABOVE OR SIMILAR CAN RE
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED LINES AND OBTNNING ALLOWABLE LOADS FROM THOSE SHAPES.
3/16' ANNEALED GLASS
.090 PVB BRERIAYDR
UVEROL 5
D.LO. - WIDTH OR HEIGHT - 3.25'
3/18 ANNEALED GLASS
SIUCONE 5731
TZ -E
�r w
Mot
Min
Os uki11 • C.I•.Ke4
c
2
3
5
;
}
N dmwUp no.
W02 -50
sheet of •
METAL STRUCTURES
(STEEL OR ALUM. 1/r MIN. THICK)
STEEL : Py - 36 KSI MIN.
AUJIGNUM : 600.3 —TS MIN.
2 BY TYPICAL ANCHORS
SEE ELEY. FOR SPACING
DADE COUNTY
lk MUW RSO
WOOD BUCKS NOT BY GOPI GLASS CORP., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE' BUILDING STRUCTURE.
TYPICAL ANCHORS; SE ELEV. FOR SPACING
3/18' TAPCON$
INTO 28Y WOOD BUCKS OR W000 STRUCTURE
1 - 3/8' MIN. PENETRATION INTO WOOD
THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1 MIN. EMBED INTO MASONRY OR CONC.
3/18' ORB I Fl FX OR FOIIN SFI F GRAV LNG SCREWS (GRADE 5)
INTO METAL STRUCTURES (1/8' MIN. THICKNESS)
410 X 3/4' SW (MPL GRAVE 2 CRS)
INTO APPROVED MULLIONS (NO SHIM SPACE)
SEALANTS;
FRAME CORNERS AND INSTALLATION SCREWS AT SILL
SEALED WITH SEALANT.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
Eno DA. HUMAY01l1 FAR000
STRUCTURES
FtA. CCA�H. 3636
J
emItese •'�° Oft
u1 tw
!lied
sheet 1
8
Q
drawing no.
W02 -50
_
%.
6 1 1 FDAOE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Kinco, LTD.
5245 Old Kings Road
Jacksonville, F132254
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The station submitted has been reviewed by Miami -Dade County
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County Control ens where and ow d b y
ty and other are
the Authority Having Jurisdiction (AHJ). as when: allowed by
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 AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for
the accepted manner, the manufacturer will
� purposes. If this product or material fails to perform in
revoke, modify, or suspend the use of such of such testing and the AHJ may immediately
re y this modify, or susp if h is pmt or material within their jurisdiction. BORA reserves the right
i determined by Miami -Dade
CaUnti material fails to meet the requirements of the applicable buildingcode boat col Division that this product oc
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "MPRW" Aluminum Horizontal Rolling Window
APPROVAL DOCUMENT: Drawing No. W03-33, titled
sheets 1 through 8 of 8, prepared by Al F arooq Corporation, "MPRW Alum Horizontal Rolling Window (Impact) ^,
s 1 through 8 u of
F P.E., dated 5/22103, with revision date 09/03/'03, signed and
Notice of A ate' bearing the Miami -Dade County Product Control Approval stamp with the
cceptance number and approval date by the Miami-Dade ounty Product Control Division.
LABELING: Each unit shall bear a permanent label with the manuf
following statement: "Miami -Dade County Product Control d,u unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
ff
change in the applicable building code negatively a
TERMINATION of this NOA will occur after the �� the performance of this product.
materials, use, and/or manufacture of the expiration date or if there has been a revision or change in the
product, for sales, advertising or any other ul eruct or process. Misuse of this NOA as an endorsement of nay
with any section of this NOA shall be cause fos shall automatically terminate this NOA Failure to comply
ADVERTISEMENT; The NOA numb termination and removal of NOA.
number preceded b 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 consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Theodore Berman, P.E.
RATING: Large MISSILE IMPACT �- e
and Small Missile Impact
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- 0609.03
Expiration Date: October 09, 2008
Approval Date: October 09, 2003
Page 1
Kinco; LTD.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window
(Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated
5/22103, signed and sealed by Humayoun Farooq, P.E.
. TESTS
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94
along with marked -up drawings and installation diagram of an aluminum
horizontal rolling window, prepared by Certified Testing Laboratories, Test Report
No. CTLA -1048W dated 4/30/03, signed and sealed by Ramesh Patel, P.E.
CALCULATIONS
1. Anchor Calculations, ASTM- E1300 -98 and structural analysis, prepared by Al
Farooq Corporation, dated 615/03, signed and sealed by Humayoun Farooq, P.E.
D. MATERIAL CERTIFICATIONS
1. None
E. QUALITY ASSURRANCE
1. Miami -Dade County Building Code Compliance Office
F. STATEMENTS
1. Statement letter of conformance, dated 6/5103, signed and sealed by Humayoun
Farooq, P.E.
2. Statement letter of no financial interest, dated 6/5/03, signed and sealed by
Humayoun Farooq, P.E.
G. OTHER
1. Letter from the consultant stating that the product is compliance with the Florida
Building Code (FBC).
E -1
Theodore Berman, P.E.
Deputy Director, Product Control. Division
NOA No 03- 0609.03
Expiration Date: October 09, 2008
Approval Date: October 09, 2003
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HEAD
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FALSE PONTINE
111
N 54.1. CORNEAS
g
1/0' ANN. Oval
I tt CROW
1/Y ANN. PASS
ONE PART SNOOK
'PECOM e1/3' OR
TRO FART IIUCONE
d e ,T Ilroccom te5
ORE PART SILICONE
POCOR& OY!• OR
Two PART S XONE
Ai' MOO „ PoO
19.44
. fPR1f ALUM HORIZONTAT. ST.TDTNG RTNDO1(
0ESt0N LOAD RATINGS ION THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
1/e• NEAT !TREK 0L453
SCE NOTE MOW
1/0' NEAT STROI. O1ASS
PINDOWS CUZCD WTTH LAMINATtO ouASS RATED role tAROC MISSILE
IMPACT AJIO 00 NOT RCOUIRC SNUTRRS.
TMs PROOVCr K OClon 70 COMPLY wmi 1114E HIGH moan HUIOOtYVIE
ZONE Or THE 1001 FLORIDA M U RO 000E. .,.
L DS SO FOR WINO LOA Al PER ASCE 7-50. ASCE 7 -53. ASCE 7-55 OR % 4n C!. AUwYOIJM MTST
ASCE 7 -55 AS REWIRED OT PREYARJNO evTUIINO COOL
ILL At IORICN�R�n4
WOOD BUCKS 0Y OTHERS. MUST SC ANCHORED PROPERLY TO 7RANOTER
LOADS TO 114 STRUCTURE !” 20 �
ANCHORS SHALL at AS Lt3iE0. S►ACEO AS SHOWN ON DETAILS.
ANCHOR IO OR MEH�a SASE MATERIAL SHK1. SC OCYONO WALL
ANCNORINO OR LOAtMl0 CO14om014$ NOT 31101414 IN MESE WARS
ARC NOT PART Or THIS APPROVAL.
1 /e ANTVIETAP. CLASS
1/4• AM SPACE
t /4' ANN. CLASS
3/S' OVERALL INK. 3/4' OVERALL TM.
GLASS TYPE 'A'
1 /0' ANN./TE1IP. CLASS
we AR SPACE
1 /e NEAT SIREN. CLASS
INTER{AYER
SEE NOTE MOW
1 /0• NEAT SI CLASS
ONE PA SILICONE
PECORA OSS' OR
Tw
t o PA RT SIUCONE
d �i 'PECOM 003•
• iii
3/0 OKRALL INK 3/4 OKRALL 1704.
GLASS TYPE 'H'
BOTRIAYER
SEE NOTE DELON
t /e• ANN. Oval
ONE PART SILICONE
'PECORA 4113' oR
Tw0 PART SILICONE
•PCCORA *55'
AVAN A F DHTERI AYER1•
.100' SOLUM HP
,090' SOLUM SAFLE1 PYB
.090' DUPONT BUTACITE PVB
1
drawing no.
W 03 -33
shoot 1 of
5
TLaNOT FRAME WINDOWS?
DL51CN LOAD CAPACR7 - 061'(X0 OR OX ISIS)
Wft100T DD11.
A
OLA61
8 'A'
04A
2 '5'
/1t 6110
1/4' WOKS
Milk!
1/4' 7APCONI
MOD,
n00M
047.(,)
04T.( -)
OR.( *
SC A-)
LX1.( *)
047.( -)
M7.(41
00.0
24 -1/2'
37'
53 -1/0'
75'
26'
(3)
3
10.0
10.0
10.0
70.0
00.0
80.0
40.0
3
00.0
70.0
00.0
70.0
00.0
00.0
00.0
00.0
5
00.0
70.0
60.0
70.0
00.0
00.0
40.0
00.0
6
60.0
70.0
40.0
70.0
00.0
80.0
00.0
00.0
26 -1 /2'
37•
03 -1/41'
70'
311-3/5
(3)
3
•0.0
70.0
80.0
70.0
00.0
00.0
80.0
00.0
3
80.0
70.0
00.0
70.0
40.0
10.0
00.0
10.0
6
60.0
70.0
00.0
70.0
00.0
40.0
10.0
00.0
4
00.0
17.6
40.0
67.1
00.0
, 10.0
40.0
80.0
25 -1/2'
37'
03 -1/6'
75'
8o -6/0'
(4)
3
40.0
70.0
00.0
70.0
00.0
00.0
40.0
00.0
3
40.0
70.0
00.0
70.0
00.0
70.0
00.0
60.0
0
40.0
00.6
00.0
00.1
00.0
00.0
00.0
4
50.8
00.0
60.0
00.4
76.0
• 40.0
°0A
20 -1/2'
37'
03 -1/6'
75'
03'
(0)
3
' 40.0
70.0
00.0
70.0
40.0
80.0
' 40.0
3
40.0
11.5
60.0
44.0
40.0
41.1
40.0
6
00.3
60.3
00.3
60.3
410.0
71.4
00.0
8
40.0
40.0
40.0
40.0
60.0
60.7
40.0
25'
37'
40'
01'
73'
(»
3
40.0
70.0.
60.0
70.0
80.0
• 40.0
3
410.0
70.0
80.0
70.0
60.0
00.0
40.0
4
60.0
70.0
00.0
70.0
00.0
00.0
00.0
6
60.0
70.0'
00.0
70.0
00.0
00.0
40.0
4
00.0
70.0
00.0
70.0
•
00.0
40.0
25'
37'
41'
01'
73'
[--;
3
40.0
70.0
40.0
70.0
00.0
00.0
60.0
3
40.0
70.0
00.0
70.0
00.0
00.0
00.0
4
40.0
70.0
60.0
70.0
40.0
00.0
00.0
5
60.0
70.0
00.0
70.0
430.0
00.0
60.0
O
6
60.0
70.0
60.0
70.0
00.0
00.0
00.0
20'
37'
IY
61'
73'
3
00.0
70.0
00.0
70.0
,
60.0
00.0
60.0
3
00.0
700
60.0
70.0
00.0
70.1
00.0
��)
4
00.0
70.0
40.0
70.0
00.0
74.4
00.0
0
•0.0
04.5
00.0
04.1
00.0
00.0
40.0
6
04.0
54.0
04.0
04.0
00.0
00.0
00.0
23'
37'
44'
01'
73'
3
40.0
70.0
00.0 •
70.0
40.0
00.0
40.0
3
40.0
13.6
00.0
66.3
60.0
83.0
00.0
01
4
65.6
SSA
66.0
66.0
00.0
14.0
00.0
(5)
5
47.1
47.1
47.8
47.0
00.0
14.2
40.0
0
42A
42.5
42.0
42.0 ,.
00.0
04.4
00.0
A • NO. OF ANCHORS PER HEAD Q
() - N0. or ANCHORS PER .fM(S
SEE SHEET 1 FOR GLASS DESCRIPTION
FIN FRAME WINDOWS
Dt110N L040 CAPACITY - P5? (XO 06 OX 11211)
DM DCHO.
01444 1770 '4' 1 01.000 Mt '0'
!0 543 ) /10 503
a1.(4) 1' "(-) 0c7.( *)
40.0 70.0 00.0 00.0
4101,4 400147
20 -5/2'
20' 25'
02 -1 /0' (3)
74'
20 -7 /2'
38'
52 -1/0'
74'
20 -1/2'
30'
M -4/0'
74
25 -1/2'
30'
02 -1/0'
74'
24'
30'
44'
00'
72'
34'
30
45'
00'
72'
24'
30'
•8'
10•
72'
24'
30'
40'
10'
72•
37 -3/8'
(3)
40 -5 /0'
(
12'
(5)
24
(3)
30
(3)
44'
(4)
00'
(5)
A
3
3
6
e
3
0
0
3
3
6
1
3
3
6
0
3
3
•
5
4
3
3
4
6
0
3
3
4
5
0
3
3
4
6
4
40.0
60.0
60.0
60.0
40.0
00.0 J 70.0 f 60.0
00.0'
00.0
60.0
00.0
60.4
10.0
40.0
00.4
40.0
00.0
00.0
00.0
00.0
40.0
00.0
60.0
00.0
00.0
60.0
00.0
00.0
000
00.0
04.0
60.0
00.0
65.0
47.7
42.5 _
70.0 1 • 000
70.0 I 40.0
70.0 1 00.0
70.0 1 00.0
70.0 1 00.0
70.0 00.0
67.6 I 40.0
70.0 1 60.0
70.0 1 00.0
07.5 I 00.0
60.0 1 00.0
70.0 I ' 00.0
67.5 I 00.0
00.4 I 60.0
40.0 I MA
70.0 1 004
70.0 1 40.0
70.0 1 00.0
70.0 1 00.0
70.0 1 00.0
70.0 1 00.0
70.0 1 00.0
70.0 1 00.0
70.0 ( 60.0
70.0 00.0
70.0 1 00.0
70.0 I 40.0
04.0 1 00.0
54.0 1 00.0
70.0 1 60.0
70.0 1 60.0
650 1 00.0
47.7 1 00.0
42.6 ) 60.0 _
00.0
60.0
00.0
00.0
00.0
00.0
69.0
00.0
80.0
00.0
60.0
00.0
00.0
00.0
00.0
00.0
60.0
60.0
60.0
00.0
00.0
00.0
60.0
00.0
00.0
80.0
60.0
00.0
00.0
50.0
50.0
60.0
00.0
80.0
00.0
A • N0. OF ANCHORS PER MD ! DU
() • N0. OF ANCHORS PER JAMS
METK f1RVCTURCI
MM. OR KUM. ,/r MOi HOCK)
3S KSI M.
KUAMMM l eoe3 —Ye MIN.
yai TEKS ea SA r n INR Rms
W000 BUCKS NOT BY KINCO, MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM AND TRANSFER TM
TO THE BUILOINO STRUCTURE.
TYPICAL ANCHORS; sa art. FOR Moan
i12_SSIS
INTO 2BY W000 BUCKS OR W000 STRUCTURE
1 -1/2' MIN. PENETRATION INTO WOOD
1 / 4• TAPCeNs
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
1 -1/2' MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4' MIN. EMBED INTO CONC. MASONRY
INTO METAL STRUCTURES (1/8' MIN. THICKNESS)
(1/4' MAX. SHIM SPACE)
110 !MS OR S17 f Mtn I INC SCRIM':
INTO DADE COUNTY APPROVED MULLIONS
(NO SHIM SPACE)
1TEEPROLES;
W1 - 1' X 1/4' WEEP HOLE semi PLASTIC BAFFLE
AT r FROM EACH ENO.
FIANGE FRAME WINDOW
Cron DR. haurouh NUN'
Sfl PC 1 t I
PL. N S 10007
CA PP.] 0»
1
A
droving no.
W03 -33
v mot 3 of 8
1SY OR Set
woo et/0C
V NT WIDTH
EXTERIOR
�nNDOf► 1•0111
xO LIYOVT
OX OPPOSITE
OACE COUNTY PPM M'UJON
SU SCPMATE NOA
? ! CA1. ANCHORS
SR C.cv roR SPAONO
ye M114 ri JC 4 A$CNORS
MM. uc txv •R s•ACStO
HI!:Irty ;r
Lntn DR. HuwzriSUN rrRGOC)
IA »
I FLANGE FRAME WINDOJ
q es
g X
Rg
YN
1
Crorina no.
W03 -33
stunt 4 a pJ
RttrS1fMtve MS. ONLY
T. OR N. fl/NOtta
NOT Or
THICML MOM
ses c►cv roe s►Ac1w
TTr1 . rare i
m £LCV. rtf s►AC,
1
TYPTtA1. ANCHORS: sct tuv. root :memo
.02-1143
INTO W000 STRUCTURES
t -1/4" MIN. PENETRATION INTO W000
112 SMS DR SELF OIOLLNC SCREWS
INTO OAOE COUNTY APPROVED MULLIONS
(NO SHIM SPACE)
WEEPHOLES:
Wt - 1" X 1/4' WEEP HOLE WITH PLASTIC BAFFLE
AT 9' FROM EACH END.
WOOD STRUCTURE NOT SY KINCO, MUST SUSTAIN LOAOS
IMPOSED BY CLAZINC SYSTEM ANO TRANSFER THEM
TO THE t1UIL01N0 STRUCTURE.
M snlvc J til
!? ►c ;u1
rAK _�>.
FIN FRAME WINDOW
1
shoot 3 of
drawing no.
W03 -33
MILK mcoorts
SU ELEV. TOR SPACMO
YEW VON
ME COWRY 1RR'D MULLION
III SEPARATE NOA
ZULU=
ox OPPOSITE
TYFlOAL ANCHORS
SEE MEV. TOR SPACING
ND0O STRUCTURE NOT K *INCO MUST SU0TATN LOADS
IM►on o M <WM0 SYSRM AM6 TRANSFER TNEM to
THE /IALCOM STRUCTURE
Trncu AMNORs
!Tx ELEY. FOR SPACING
ILLUSTRATIVE 011!. ONLY
T. OR INT. 'MKS
NOT M IONCO
Lin DR h+∎LODUN VMJDO
smcm O
/IA PC C11307
CAN a.
FIN FRAME WINDOW
roY
9
y �
i
1
drawing no
W 03 -33
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PART
wormy
DLlr21777eI
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1177
KCO -2063
1
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4093-91
-
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60-271 271
1
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4043 -n
-
KCO -272
1
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0003 -76
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1043
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1
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0063 -71
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3
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1
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1215
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�
.OK10�.04t
"IM I. o0
drawing no.
W03 -33
.30
r I rn I
O 77 / /5 1N O�5 3/6 0193*
NtCD
.413
FRAM[
1.500
JAMS (11N)
S1LL TRACK
anwt) of
MIAMFDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Gopi Glass Sales & Services Corporation
7450 N. W. 41 Street
Miami, FL 33166
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
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 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. 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "510" Aluminum Fixed Window- Impact
APPROVAL DOCUMENT: Drawing No. W02 -50, titled "510 Aluminum Fixed Window (Impact) ", sheets 1
through 4 of 4, dated 05/20/02 and last revised on 01 -04 -03, prepared by Al- Farooq Corporation, signed and
sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the
Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large Missile Impact Resistant
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 barn filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA 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 consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P.E.
NOA No 02,- 0826.03
Expiration Date: February 20, 2008
Approval Date: February 20, 2003
Page 1
Gopi Glass Sales & Services Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA)
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W02 -50, titled "510 Aluminum Fixed Window (Impact) ", sheets 1
through 4 of 4, dated 05/20/02 and last revised on 01- 04-03, prepared by Al-
Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P. E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per TAS 202 -94
3) Water Resistance Test, per TAS 202 -94
4.) Large Missile Impact Test, SFBC PA 201 -94
5.) Cyclic Loading Test, per SFBC PA -94
along with marked -up drawings and installation diagram of a series 510
aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc.,
Test Report No. HETI -02 - 1211, HETI -02 -1145A and HETI- 02- 1145Ball dated
March, o4, March 05 and April 30 , 2002 respectively signed and sealed by
Hector M. Medina, P. E.
C. CALCULATIONS •
1. Anchor calculations, comparative and structural analysis, dated August 20, 2002,
prepared by AI- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq,
P.E.
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 01- 0205.02 issued to Solutia.Inc. for "Saflex /Keepsafe
PVB ", expiring on 05/21/06.
E. STATEMENTS
1. Statement letter of conformance and statement letter of no financial interest dated
August 15, 2002, signed and sealed by Dr. Humayoun Farooq, P.E.
2. Laboratory compliance stated as part of above test reports. •
F. OTHER
1. Proposal 01 -0455, approved by BCCO dated 12 -13 -2001.
E -1
‘triA `, �. ��
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No 02-0826.03
Expiration Date: February 20, 2008
Approval Date: February 20, 2003
5
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D.L OPO.
• 37
MTNDOW WIDTH
HEAD SILL
3 1/8" MAX.
USE DADE COUNTY
APPROVED MULLION
(UNDER SEPARATE APPROVAL)
19' MAX.
FIXED WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR
LARGE MISSILE IMPACT MD REQUIRE NO SHUTTERS.
GOP -10
THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE
ZONE OF THE 2001 FLORIDA BUILDING CODE.
ALSO FOR WIND LOADS AS PER ASCE 7 ASCE 7 - 93, ASCE 7 - 95 OR
ASCE 7 -98 AS REQUIRED BY PREVAIUNC BUILDING CODE.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE. 1L
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL
DRESSING OR STUCCO.
ANCHORING OR LOADING CONDP1ONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF 1H15 APPROVAL
FALSE HUNT/NO
SURFACE APPLIED
DPTIENAL
k
BERIES - 51O ALUMTNTIM FIXED WTNDOIT
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHART
SHOWN ON SHEET 2.
GOP-7
TYPICAL ELEVATION
TESTED UNITS
Airwe6 10c
116010 Cole
ifs
Fib ORSHUUCTURES FAk000
AA PE 6 10337
CAN. 316
0 2003
E 2.439
300
.969 n A
t ��
.750
F� 1278
.969
A7B
FRAMF HFAfIfSII
00P-10
9.439
,700 r...
A62 -4--
MA7ING STOP
COP -9
689
FRAME JAMB
GOP-7
.636 .750
COVFR CHANNFI
GOP-8
1
2
5
•
# 16
drawing no. I
[ W02 -50 J
�%1
D.L.O.
4q
o
MASS TYPES 'A'. 'B' r 'C'
WIDTH
LENGTH
DR. ( +)
DESIGN LOAD CAPACITY - PSF
WINDOW DINTS.
MASS TYPES 'A'. 'B' r 'C'
WIDTH
LENGTH
DR. ( +)
INT. ( -)
te• (2)
71.0
71.0
24 (3)
71.0
71.0
30' (
�3
71.0
71.0
3r (3)
71.0
71.0
42• (4)
71.0
71.0
1e- (2)
71.0
71.0
24 (3)
71.0
71.0
30' (3)
(4 )
71.0
71.0
3e• (3)
71.0
71.0
42• (4)
03.0
63.0
16• (2)
71.0
71.0
24• (3)
71.0
71.0
30 (3)
(5)
71.0
71.0
30' (3)
71.0
71.0
42• (
63.0
03.0
10• (2)
71.0
71.0
24 (3)
7 .
71.0
71.0
30' (3)
(6)
71.0
71.0
36' (3)
71.0
71.0
24• (3)
e44
71.0
71.0
30• (3)
(6)
71.0
71.0
24 (3)
05• (7)
71A
71.0
1 9 -t /e' (2)
71.0
71.0
251/2• (3)
71.0
71.0
3r (
26'
71.0
71.0
46 (4)
(
71.0
71.0
53 -1/6• (4)
71.0
71.0
10 -I /8' (2)
71.0
71.0
26 -1/2 (3)
71.0
71.0
3r (3)
35 -3/0
71.0
71.0
46• (4)
(
66.9
60.9
53 -1/e (4)
65.9
653
19 -1/8' (2)
71.0
71.0
25- 1/2
71.0
71.0
3r (3)
50 -5/5'
71.0
71.0
46• (4)
(
55.1
55.0
53- 1/6
52.2
49.7
10 -1/8' (2)
71.0
71.0
20-1/2 (3)
71.0
71.0
3r (3)
�5)
71.0
71.0
46' (4)
55.1
56.1
19 -1/8• (2)
71.0
71.0
26 -1/2 (3)
Or
71.0
71.0
3r (3)
(
71.0
71.0
19 -1/8• (2)
71.0
71.0
26- 1/2'(3)
74 -1/4
71.0
71.0
Sr (3)
(
71.0
71.0
NUMBERS IN P.RENTNCSS MGM
NUMBER OF ANCHORS RECD. PER SIDE.
4
16
1.
J
MBE
WIDTH MID L2710D1 DIMENSIONS CAN BE ORIENTED
YERTICA1LY OR HORIZONTALLY AS SHOWN ABOVE
3/1e ANNEALED MASS
.090 FMB INTERLAYER
SOLLMA SAf7EX WG/KEEPS*FE
3/16• ANNEALED CRASS
G ASS TYPR 'A'
W
SILICONE
SCHNEE- MOREHEAD 5731
3/16' ANNEALED OIAS3
060 POLYESTER INTER LAYER
CIASLAM SAFETY-PUS
.010 PET FILM
060 POLYESTER INTER LAYER
GLAS1AM SAFETY -PLUS
3/1e ANNEALED GLASS
SIMONE
SDHNEE- 14011O1EAD 5731
41 ilk,
•ua I <•o-o-^ `�II
O "'TASS TYPR
GLAZING OPTIONS
LARGE MISSILE IMPACT RESISTANT GLASS SHUTTERS ARE NOT REQUIRED
3/16• ANNEALED GLASS
.090 PVB PM :MAIM
IN13(O1. S
3/16• ANNEALED GLASS
GLA,S.S TYPE 'C'
WINDOW WIDTH
SILSONE
SCHNEE- MOREHEAD 5731
D.LA.. WIDTH OR HEIGHT - 325'
WINDOW WIDTH
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS•SHDWN ABOVE OR SIMILAR CAN BE
VERIRED BY INSCRENO PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED LINES AND OBTNNINO ALLOWABLE LOADS FR011 THOSE SHAPES.
NA omm0 Pg. "
Mr
PAW
a
9
}
1
6M61'2of
4
METAL SrRl1CIURCS
(STEEL OR ALUM. I/6' MIN. THICK)
STCIL : ry . - 35 KSI MIN.
ALUMINUM : 0063 -T6 MN.
2 BY TYPICAL ANCHORS
W000 BUCK SEE ELEV. FOR SPACNO
WOOD BUCKS NOT BY COPT CLASS CORP., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE
TYPICAL ANCHORS; SEE ELEV. FOR SPACING
3/16 TAPCOI
INTO 28Y W000 BUCKS OR W000 STRUCTURE
1 -3/8' MIN. PENETRATION INTO W000
THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4' MIN. EMBED INTO MASONRY OR CONC.
3/16' ORI LRYX f1R FOAM Rfl F f1RII I IWfi SCREWS (TRADE 5
INTO METAL STRUCTURES (1 /8' MIN. THICKNESS)
410 X 3/4' SMS (MM. ORATIF 9 CRS)
INTO APPROVED MULLIONS (NO SHIM SPACE)
SEALANTS;
FRAME CORNERS AND INSTALLATION SCREWS AT SILL
SEALED WITH SEALANT.
Gqn DR. HU WAYUUN i4/2000
STRUCTURES
MA. PE 1 16977
CAN. 763a
J
= CM*
w1s TIN
Dole
roomlea-
alt. c.._k
II
Aim
drawing no.
W02 -50
S &166t 3 of 4 )
TYPICAL N I s
SEE ELEV. FM SPACING
1/4' MAX
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
SEE SEPARATE NOA
FOR MULLION AND
MULLION ANCHORS
ITEM
2
3
4
a
PART /
00P -10
OOP -7
DoE -6
OCP-0
l6 x 3/4
/12 x 1
OuANTT
2
2
4
AS 2200.
2/ CORNER
A3 RE00.
DESCRIPTION
FRAME I b /SRL
FRAME JAMB
OLMIRC O2A0
COVER CHANNEL
ASSDAIILY SCREIT5
CIAZINO MO SCAM • Y FROM ENDS • 12. O.C.
MATIRILL
O023 -TS
00e3 - TS
6023 -TR
•063 -T5
rANr./SUPP1II11/R1t LMEI
OPTIONAL
PJI PNWPS
F.H. SIAS
iv sift is•
Relin
er6
:sow
I ts t....1
TYP. CORNRR _DRTATI S
(n n DR MA RES F M000
STRUCTU
M P2
7i 332 10557
CAN.
Q
E
drawing no.
W02-50
sheet 4 of 4