988 NE 93 St (3)988 NE 93 ST
FINAL WINDOWS
a�
L
Passed
Y L
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Number: INSP -3506
Inspection Date: 12/21/2005
Inspector: Grande, Claudio
Owner: KREUZ, JOHN
Job Address: 988 93 Street NE
Miami Shores Village, (FL 33138-
Project: <NONE>
Contractor:
Building Department Comments
Tuesday, December 20, 2005
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Permit Number: BP2005 -251
Permit Type: Imported Permit
Inspection Type: Final
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1132060350080
Lot:
Page 2 of 2
Ow tier 's Address
BUILDING
PERMIT RMIT APPLIC:A ION
2001
I "ernut 'Type (circle):
('ity
'1 enanl /I .csscc Name
tic Certificate of Registration No.
$ Value of Wor It For this Permit.
Type of ``Work:
Describe Work:
TOO lee Now Due $
('('nntlnn'eO on opposite side)
qg
Owner's Name (Fee Simple Titleholder)
700 _ ✓ e.
Stale
.loh Address (where the work is being done)
Architect /F ?iigincer's Name (if applicable)
[iAddition []Alteration
Reiqar-
; AA P_J A1V1 4✓LJ
Building Department
0050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Permit No. P SO �a�
Electrical Plumbing Mechanical Rooting
Jah kreziz
988 . i/Ie 93
City Miami Shores Village _ _ County Miami -Dade Zip 3 3 / 3 ?"
Is lluitding Historically Designated YES_ _ - NO X
Contractor's Company Name 7 A1.011/ - phone #
('onitarfoi's Addicss
('il Slate Zip
Onnlitier
❑New
****************************F
Sribmittal Fee S`' C Permit Fee S / /0 CCF $
Notary S 'Training /F,ducation Fee S ( 'Technology Fee S
$canning Radon $ Zoning
('ode Enforcement $ Structural Plan Review. $
Allister Permit No.
Zip 3 5 /gg
phone # A
Certificate of Competency No._ _
Phone # -
Square Footage Of Work: _
VI Repair/Replace
Bond S
CO /CC
[] Demolition
Bonding Company's Name (if applicable)
Bonding Company's Address
City
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address —
City _
Signature _ -- -
APPLICATION APPROVED BY: —
Chc 05/13/03
State
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 mast 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 constniction 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 INTENT) TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER 012 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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and cou.struction lien lain brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted al the job .sac
for the first inspection which occurs seven (7) clays after the building permit is issued In the absence of such posted notice, the
iri.spectiwn will not be approved and a rein.spection fee will be charged.
Owner or Agent
The foregoing instnunent was acknowledged before ale this
day of J I , 20 0,_3, by }� t'' 'I
who is personally known to nio who has produced
As identification and who ()id, lake an oath.
NOTARY r� / ; / / NOTARY PUBLIC:
Contractor
The foregoing instrument was acknowledged before ale this
clay of 20 by
who is personally l.uown to me or who has produced
as identification and who did take an oath.
Signature
Slgl►., ., u u • Y �7•ITI�.:c�l
`` aot�? ,', Cotn](ri$stOn ` 52 - t
4
J(i S xnires: ay12b 200`' siou Expires:
— —
* Bonded Tlv
e.daTrtic 8dtsfy�(.omn`►is
My Commission Expires:
******************************************************************************** '. * * * * * * * * * * * * * * * * * * * * * * *:. * *
Zip
a,;*** ** ** * * * * * * *i * * * * **** : * ***%K** * * * * ** d• k * * * * * ** * *%I * * * ** ** ..**** * ::** * ** * * * * * ** *d• ** 1 d k
Plans Examiner
Engineer
Zoning
Was acknowledged before me this ea day of
By \1011 >L1 R. Z
Produced
t,
Owner
VILLAGE OF MIAMI SHORES
UILDING DEPARTMENT
OWNER BUILDER DISCLOSURE .STATEMENT
bein4 the legal property owner, for the property
Located at: 9g15 liam; 6
DISCLOSURE STATEMENT
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor
even though you do not have a license. You must supervise the construction yourself. You may build or
improve a one - family or two-family residence or a farm out - building. You may also build or improve a
commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It
may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is completed, the law will presume that you built it for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure
that people employed by you have licenses required by state law and by county or municipal licensing
ordinances. Any person working on your building who is not licensed must work under your supervision
and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction must comply
with all applicable laws, ordinances, building codes and zoning regulations.
Legally described as _
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the
State of Florida, F.S. 489.103(7),s'}nd I have read and understand the following disclosure
Statement, which entitles me to *rork as my own contractor, I further understand that I as the owner
must appear in person to complete all applications.
Proof of ownership provided ( ) initial of reviewing clerk. The • foregoing instrument
1 2
who is personally known to me o who has
as identification and who did take an oath.
Chilly fl `1J� y H. eneli
• � Y Commission #DD323P70
Expires: May 26, 2008
� OF F� OQ A�
Bonded Thru •
Atiartir Bonding f n . t,
Miami Shores Village
10050 NE 2nd Avenue
Building Permit
Phone: 305- 795 -2204 Permit Number: BP2005 -251
Printed: 3/7/2005 Page 1 of 1
Applicant: JOHN KREUZ
Owner: KREUZ JOHN
JOB ADDRESS: 988 NE 93 ST
Contractor
Local Phone:
Contractor's Address:
Parcel # 1132060350080 Legal Description: MAGEE & HAWKINS SUB PB 51 - 5 LOT 8 LOT SIZE 103.030 X 118 OR
Fees: Description Amount
FEE2005 -2950 Building Fee $170.00
FEE2005 -2951 CCF $1.80
FEE2005 -2952 Notary Fee $5.00
FEE2005 -2953 Technology Fee $4.25
FEE2005 -2954 Training and Education Fee $0.60
FEE2005 -2955 Scanning Fee $21.00
FEE2005 -2956 Submittal Fee ($50.00)
Total Fees: $152.65
Permit Status: APPROVED Permit Expiration: 8/21/2005 Construction Value: $2,474.00
Work: REPLACE 7 EXISTING WINDOWS WITH IMPACT RESISTANT ONES
Signed: (INSPECTOR)
a
Total Fees: $152.65
Total Receipts: $0.00
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:
LI Q I OJ& 12ooM
1armai I DiNtari 1 R oo m
98g JJ 93d sr
7l4414-M! sPokt-S FL 33t 3
I
I M 4flet.
ROcovi
;XK�C
Moil 01 - 0 814 .0 '
comer Res.
t 7 5 , 0 ) - 5.0 X X)<
74x 384
NoA o1- $14.0'4-
C4Sev itf- I v► c4- Res
-i- 75.o -3-6.
1 BArai oam
w X )e kg_
I RD0■ 74 x 3S6
,nloA 0/ 0014 . 0 7
Cetkrne1 Impact ks
i - t'S•d -75.0
XX
x 38
x 50%
xx ,
7`1x 50
Not of - o814
Cceme 4 / -
I
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C 'emeW lax ,des
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37 X 38g
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00se»? !v pad -
t 75. o - 15•o
•
This NI.)A is being issued under the applicable rules and regulations governing the use of oonsmrusnlioan materials.
The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted
by the Board of Rules and Appeals (ORA) to be used in Miami Dade County and the areas where allowed by
the Authority Having J'uriath(. '¢sei (A144
This A1'::)A shall not be valnd after the expiration date stated below, The Miami-Dade County Product Corigy ®1
Divisiori ()y,tt . Miami Dade County) rand/or the A I" f (in areas as other than Miami
have this product or raiateeiai tested for u 4 such u e't o Caa teri) foils r to the light to
they accepted manner, the r anufat;tunir vifl isncur'the peruse of s:� testing arid the AEI/ ne:ay immediately
r'ewolre, :modify, or suspend the use of such product or material withiri their jurisdiction. BORA r the tight
to revola.ih this acceptance, of it is determined by Mi -Dade County Product Control Divrisioni thou this product er
material fails to hart tfiie requirements of the applicable building codc.
This product is approved as described herein, and has been. designed to comply with the High Velocity Hurricane Zone Grille Florida �Iding. code.
D1 SCfli;;[PTHOI : Alungulanaon 'Tuba Mallon _ limped
APPROVAL DOCi111YYIENTa 1 raving No. 1 dated 11/20/95, with revision A dated 06 /24/02, titled
°Alur'nirna.ura Tube Mullions", sheets 1 through 4, prepared by AI-- 1Faa.rooq Corporation, signed and se. led by
Rumaayotin Parooq, ?.E„ bearing the Miaaini -Dade County
Acceptaarure ;nwriber and approval date by then Mistral -Bade County Product ContrcolaDivisiorn with Ylia ^; Notice of
MIlsigitiLil*y 134PAcir IRATriNc: Large a,., Small ltrdbssibe llmpaea l$msistaant
1..A S1 1LING: Each unit shall bas a permanent label with the manufacturer's name or logo, city, state and
following statement: "M`itami -Dade County Frothier Control Approved ", runless otherwise rioted herein.
RENEWAL L aofthis NOA shall be considered after as rti-nsewaal application has been fled and there hats been no
change in the applicable building code negatively affecting the performance of this product.
N..A$1tQ N of this NOS, will Occur after the expiration date or if there has been a r•evisieara or change fi
materials, rise„ and/or manufacture of the product or process, Misuse of this NOA as aru endorsement ofarr an the
product, ft r Sales, advertising or any either purposes shall automatically terminate inate this 11OA. 1Failvra: to comply
whin any section of this NOA shall be cause fair terminations and removal of NOA.
ADVERTISEMENT:: The NOA number preceded b the words Miaarnyi - Dade County, Florida. and followed
q:jasn date may be displayed in advertising literature, if an t s by
l
be done in its entirety.
the expira Y portion of the 1\10A is displayed, then it shall
•dNSP CTICON: A copy of this entire NOA shall be provided to the user by the rrwrtuf'ac
and shall This The ;bay available for inspection at the job site at the request oldie Buildin force or its distributors fay revises NOA # 0142 .02 and consists of eh page b t= ►iticiaL
:1it:Gl:d documentation was reviewed by Manual is p as. well as approval document mentioned above.
I� 0 " 39dd
1 . MllaaaMft
ILK
BU19Ld UIre CODE coivti PLIA C8 oPVIIca; ( cco)
PRODUCT' CONTROL DIVISION
`T$ 1'1C> �+� � ACCEPTANCE NOA
Yale d:igroa Masamaafl'aealarlog
671 Vi' est b$ S tare6$
11 It, FL 330W
it 1,
ivU d -DADE COUNTY, FLORIDA
MbTI O DADIE I LAGLEIZ BUILDING
1140 WEST PLAGILEa S'H'Etdy}v SUITE 1603
1�A1.ft1Md, PiaO 1DA. 33 8 30-11 563
005) 375-2901 PAX (305) 375.290B
& xp6a aat3ox¢r Date: December No 1)2022741)1
;Coecember 28, 2 6
Approval Date: August 8, 2$8082
Page 1
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4
shoal 441
MIAMI•DADE
PRODUCT CONTROL. NOTICE OF ACCEPTANCE
Yale Ogron Manufactui ing Co., Inc.
671 West 18 Street
Hialeah ,FL 33010
The expense of such testing will be incurred by the manufacturer.
APPROVED: 10/25/2001
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET. SUITE 1603
MIAMI. FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375 -2558
CONTRACTOR ENFORCEMENT DIVISION
(305) 375-2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
Your application for Notice of Acceptance (NOA) of:
Series 1400 Outswing Aluminum Casement Window - Impact Resistant
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves" the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
ACCEPTANCE NO.: 01- 0814.07
EXPIRES: 10/25/2006 Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Codc Compliance Office
\\s045000I \pc2000\ \templates \notice acceptance cover page.dot
Internet mail address: postmaster @buildingcodeonline.com t' Homepage: http : / /www.buildingcodeonline.com
Yale Ogron Manufacturing Co. Inc.
2
ACCEPTANCE No.: 01- 0814.07
APPROVED October 25, 2001
EXPIRES October 25, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This approves an aluminum casement window, as described in Section 2 of this Notice of
Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -
Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter
23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series "1400" Outswing Aluminum Casement Window and its components shall be
constructed in strict compliance with the following documents: Drawing No. W01 -52, Sheets 1
through 5 of 5, titled "Series -1400 Aluminum Casement Window," prepared by Al Farooq
Corporation, dated 08/01/01 and last revised on 09- 14 -01, signed and sealed by 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. These
documents shall hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications, as shown in the approved drawings.
3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved
drawings.
4. INSTALLATION
4.1 The aluminum casement window and its components shall be installed in strict compliance with the
approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane
protection system.
5. LABELING
5.1 Each window unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 The Notice of Acceptance of applicable mullion at the astragal location.
6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed
installation.
6.1.4 Any other documents required by the Building Official or the South Florida Building
Code (SFBC) in order to properly evaluate the installation of this system.
1 • LL4 1A-c1
Ishaq 1. handa, P.E. Product Control Examiner
Product Control Division
Yale Ogron Manufacturing Co. Inc.
ACCEPTANCE No.: 01- 0814.07
APPROVED October 25, 2001
EXPIRES October 25, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1 Renewal of this Acceptance (approval) shall he considered after a renewal application has been filed
and the original submitted documents, including test - supporting data, engineering documents, are no
older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Product Control Approval ", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acceptance holder has not complied with all the requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and sealed the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and /or manufacture of the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process,
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance 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
Notice of Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF TIIIS ACCEPTANCE
•
Ishaq I. Chanda, P.E. Product Control Examiner
Product Control Division
3
6 MAX. TYP.
HEAD /SILL CORNERS
AT HEAD AND SILL ENDS
1 ANCHOR AT EACH SIDE OF IMPOST
2 ANCHORS AT EACH SIDE OF IMPOST
SEE CHART FOR CAPACITIES
30 3/4 MAX.
D.L OPG.
35 5/8 MAX.
VENT WIDTH
1/8 HEAT STREN'D GLASS
.070 SAF —CLASS
PVB INTERLAYER
1/8 HEAT STREN'D GLASS
SILICONE
5/16" THICK NOMINAL IMPACT GLASS
LAMINATED BY SECURITY IMPACT GLASS
SHUTTERS NOT REQUIRED
74 MAX.
WINDOW WIDTH
TYPICAL ELEVATION
I a I
/WINDOWS UPTO 36 HT.
REQUIRE 1 LATCH ONLY
Z
S
12 3/4" MAX.
HEAD /SILL
i0
BUTT HINGES OPTIONAL
WINDOWS UPTO 38 -3/8 HIS.
REQUIRE 2 HINGES ONLY
N
m
0
Q:
w
z
cc
0
0
1/8' HEAT STREN'D GLASS
.130 GLASSLAM
PVB INTERLAYER
1/8" HEAT STREN'D GLASS
SIUCONE
aiSU,
5/16" THICK NOMINAL IMPACT GLASS
LAMINATED BY UNITED GLASS LAMINATING INC
SHUTTERS NOT REQUIRED
GLAZING OPTIONS
a
r
F-
Z
S
N
L
W
1-
N
-J
u
1/8" HEAT STREN'D GLASS
.090 SAFLEX /KEEPSAFE MAXIMUM
PVB INTERLAYER
1/8 HEAT STREN'D GLASS
SIUCONE
5/16" TEICK NOMINAL IMPACT GLASS
LAMINATED BY ARCH ALUM
SHUTTERS NOT REQUIRED
NOTES:
1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING
CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS
AS PER ASCE 7 USING CORRESPONDING LOADS.
2. WOOD BUCKS BY OTHERS, MUST BE 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
DRESSING OR STUCCO.
Engr: OR. HUMAYCUN FAROOQ
STRUCTURES
FLA. PE 9 16557
EP 1 8 2001
APPROVED AS 004ARLYWO V44111 'NE
eOUTn FLONDA BUILDING 000E
DATE O'TadE2 2 ko
BY I Slca •
PRODUCT CO(i DIVISION
WILDING CODE d OMPLIANCE OFFICE
ACCEPTANCE NO, CA —D $ (`>` • 07
N
O
.
6)
1
0
O
U
U
Z
)
0
v
0)
a�
0
>-
.o
N
O
0
O
)
0
0
0
0
(
)
drawing no.
WO1 -52
sheet 1 of 5
SERIES-1400 ALUMINUM CASEMENT WINDOW
CENTER HINGE
WINDOW HEIG
BOT. HINGE
TOP HINGE
I'S
It_ J
0
.,
' I I` \ 11
�/ 11 •`
11
it �I, 11 II I
--- H I1 - --µ - -
II "'Hi \ \ \ ^\ II`\` I� II II,/ / 11 \ \�s II �\ I
11---- T1 - - -- I II i\-
,� 'I 'I I I II o \\
II II
r .
VENT HEIGHT
67 1/4 MAX.
r
'0d0 70
/,�� �I I
i 1 / / 1 1
__— T, — —
• 11 �/i 1�
I I
♦ \ I I 11
— J 1
1 \ \ 1 1
1 • 1
�I \ I ■
1 1 \
I \
/ : -
`. I, r___7 \
6 MAX. TYP.
HEAD /SILL CORNERS
AT HEAD AND SILL ENDS
1 ANCHOR AT EACH SIDE OF IMPOST
2 ANCHORS AT EACH SIDE OF IMPOST
SEE CHART FOR CAPACITIES
30 3/4 MAX.
D.L OPG.
35 5/8 MAX.
VENT WIDTH
1/8 HEAT STREN'D GLASS
.070 SAF —CLASS
PVB INTERLAYER
1/8 HEAT STREN'D GLASS
SILICONE
5/16" THICK NOMINAL IMPACT GLASS
LAMINATED BY SECURITY IMPACT GLASS
SHUTTERS NOT REQUIRED
74 MAX.
WINDOW WIDTH
TYPICAL ELEVATION
I a I
/WINDOWS UPTO 36 HT.
REQUIRE 1 LATCH ONLY
Z
S
12 3/4" MAX.
HEAD /SILL
i0
BUTT HINGES OPTIONAL
WINDOWS UPTO 38 -3/8 HIS.
REQUIRE 2 HINGES ONLY
N
m
0
Q:
w
z
cc
0
0
1/8' HEAT STREN'D GLASS
.130 GLASSLAM
PVB INTERLAYER
1/8" HEAT STREN'D GLASS
SIUCONE
aiSU,
5/16" THICK NOMINAL IMPACT GLASS
LAMINATED BY UNITED GLASS LAMINATING INC
SHUTTERS NOT REQUIRED
GLAZING OPTIONS
a
r
F-
Z
S
N
L
W
1-
N
-J
u
1/8" HEAT STREN'D GLASS
.090 SAFLEX /KEEPSAFE MAXIMUM
PVB INTERLAYER
1/8 HEAT STREN'D GLASS
SIUCONE
5/16" TEICK NOMINAL IMPACT GLASS
LAMINATED BY ARCH ALUM
SHUTTERS NOT REQUIRED
NOTES:
1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING
CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS
AS PER ASCE 7 USING CORRESPONDING LOADS.
2. WOOD BUCKS BY OTHERS, MUST BE 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
DRESSING OR STUCCO.
Engr: OR. HUMAYCUN FAROOQ
STRUCTURES
FLA. PE 9 16557
EP 1 8 2001
APPROVED AS 004ARLYWO V44111 'NE
eOUTn FLONDA BUILDING 000E
DATE O'TadE2 2 ko
BY I Slca •
PRODUCT CO(i DIVISION
WILDING CODE d OMPLIANCE OFFICE
ACCEPTANCE NO, CA —D $ (`>` • 07
N
O
.
6)
1
0
O
U
U
Z
)
0
v
0)
a�
0
>-
.o
N
O
0
O
)
0
0
0
0
(
)
drawing no.
WO1 -52
sheet 1 of 5
SERIES-1400 ALUMINUM CASEMENT WINDOW
CENTER HINGE
WINDOW HEIG
BOT. HINGE
TOP HINGE
DESIGN LOAD CAPACITY - PSF FOR ( X ) SIZES
WINDOW DIMS.
WIDTH HEIGHT
19 -1/8"
26 -1/2"
37"
19 -1/8"
26 -1/2"
37"
19 -1/8"
26 -1/2"
37"
19 - 1/8"
26 -1/2"
37"
19 -1/8"
26-1/2"
37"
12"
18"
24"
30"
36"
12"
18"
24"
30"
36"
12"
18"
24"
30"
36"
12"
18"
24"
30"
36"
12"
18"
24"
30"
36"
26"
38 -3/8"
50 -5/8"
63"
74-1/4"
24"
36"
48"
60"
72"
N
2
2
2
3
3
3
4
4
4
5
5
5
6
6
6
2
2
2
2
2
3
3
3
3
3
4
4
4
4
4
5
5
5
5
5
6
6
6
6
6
5/16" LAM. GLASS
EXT. ( +)
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
1NT. ( -)
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
66.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
66.0
75.0
75.0
75.0
75.0
75.0'
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
WINDOW DIMS.
WIDTH
37"
53-1/8"
74"
37"
53 -1/8
74
37"
53 -1/8"
74
37"
53 -1/8
74"
37"
53-1/8"
74"
24"
36"
48"
60"
72
24
36
48"
60"
72"
24
36
48"
60"
72"
24"
36"
48"
60"
72
24"
36"
48"
60"
72
N = NO. OF ANCHORS PER JAMB
DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES
HEIGHT
26"
38 -3/8
50 -5/8
63"
74 -1/4
24"
36"
48"
60"
72"
1 ANCHOR
AT EACH SIDE
OF IMPOST
37.3
5/
16" LAM. GLASS
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
66.0
75.0
73.3
67.2
75.0
75.0
63.0
53.8
48.0
75.0
64.0
50.4
42.4
37.3
2 ANCHORS
AT EACH SIDE
OF I\ POST
EXT. ( +) 1NT. ( -)
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
70.4
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
74.7
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
70.4
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0
6
75.0
75.0
75.0
75.0
75.0
75.0
75.0
75.0 75.0
75.0
75.0
75.0
75.0
74.7
0
w
x
00
0
z
,
,
,
OA
WINDOW W.
X
x
0
x
0
0
z
�-' f
, \
, \
, \
I I •
r • i /; ii
� \ .4 ,-
\ ,
\ /
\ ,
1
WINDOW WIDTH
XX
APPROVED CONFIGURATIONS
Engr. OR. HUMAYOUN FAROOQ
STRUCTURES
FLA. PE P 16557
SEP 1 8 2001
WANED AS COlr1Perm WTH m
SOOT ♦ RORIDA SOO NG CODE
DATE
134*-
P'RAo cr carrot DIVISION
BUIIf)1118'CODE COMPLIANCE OFFICr
ACCEPTANCE NO O( -OE(/ t t • p
)
0
1-
w
w
U
z
J
0
0
V)
w
L./.1
V)
c
)
,1
N
C
0
•>
1
0
a
0
0
b
4)
0
0
0
O
)
0
8
0
•
•
U
0
1
x
d
drawing no.
W01 -52
(sheet 2 of 5
#7 X 1/2" F.H. SMS
2 PER HINGE
#7 X 5/8' F.H.
THREAD
CUTTING SCREWS
2 PER HINGE
0
TYPICAL ANCHORS
SEE ELEVS. FOR SPACING
Weiik
MI nil
0 :ems
a
a ^ d
vy • 4 d. d .
4 • d .4
TYPICAL ANCHORS
SEE ELEVS. FOR SPACING
1BY OR 2BY
WOOD BUCKS
a
2
S
1
U)
TYPICAL ANCHORS
SEE ELEVS. FOR SPACING
METAL STRUCTURES
(STEEL OR ALUM. 1/8 MIN. THICK)
STEEL : Fy = 36 KSI MIN.
ALUMINUM : 6063 -T5 MIN.
L
TYPICAL ANCHORS
SEE ELEVS. FOR SPACING
J
N
1BY OR 2BY
- WOOD BUCK
S
WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" TAPCONS
INTO WOOD BUCKS OR WOOD STRUCTURE
1 -3/8" MIN. PENETRATION INTO WOOD
THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
#14 SMS OR 1/4" SELF DRILLING SCREWS
INTO METAL STRUCTURES (1/8" MIN. THICKNESS)
OR ALUMINUM MULLIONS (HOLDING A VALID NOA.)
SEALANTS:
FRAME CORNERS EXTERIOR SEAMS SEALED WITH SILICONE
VENT AND FRAME CORNERS SEALED WITH SEALANT.
Engr. DR. HUMAYOUN FAR000
STRUCTURES
FLA. PE >0 16557
SEP 1 8 2001
APPROVED AS COMPLYING Vd1TH T!I!E
lfl•1 FLORIDA BUILDING CODE
ATE OCT 2-S gao
8Y 5 L g
PRODUCT COKTiiOt DIVISION
BU LbD G CODE dowumx OFFICE
ACCEPTANCE NO. C1- Dfs'I 4.O
c
N
C
O
N
.>
N
C
0
O
0
I
0
0
0
•
N
0
0
Q
a_
0
0
•
- 5
drawing no.
WO1 -52
(sheet 3 of 5
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF. /SUPPLIER /REMARKS
1
YE -1401
4
FRAME
6063 -15
-
2
YE -1402
4
VENT
6063 -T5
-
3
YE -1404
1
CENTER POST
6063 -15
-
4
YE -1405
AS READ.
GLAZING BEAD
6063 -T5
-
5
#8 X 1"
AS REQD.
FRAME AND VENT ASSEMBLY SCREWS
-
-
6
TN -1409W
AS REQD.
BULB WEATHERSTRIPPING
VINYL
SULUVAN & SULLNAN
7
YH -920
AS REQD.
LEAF WEATHERSTRIPPING
VINYL
SULUVAN & SULLNAN
8
30744
2/ VENT
2 BAR HINGE, AT TOP AND BOTTOM
STEEL
TRUTH
8A
YH -65 .,?
3/ VENT p
-BUTT HINGES (ALT. TO BAR HINGES)
-
ATTACHED W/ (6) #10 X. 1/2 FH SCREWS
9
-
2/ VENT
FACE MOUNT LOCK
STEEL
TRUTH, AT 13 -1/2" FROM BOT. & 17 -1/2' FROM TOP
10
-
2/ VENT
LOCK KEEPER, AT FRAME JAMB FACING LOCK
STEEL
YALE, AT 13 -1/2" FROM BOT. & 17 -1/2' FROM TOP
11
-
1/ VENT
ROTO OPERATOR
STEEL
TRUTH, AT 12' FROM ENDS
12
YH -1411
1/ CORNER
FRAME CORNER KEY
-
YALE
13
YH -1408
1/ CORNER
VENT CORNER KEY
-
DECO
1BY OR 2BY _
WOOD BUCK
r
1BY OR 2BY
WOOD BUCK 1
r
TYPICAL ANCHORS
- SEE CHARTS
& ELEV. FOR SPACING
TYPICAL ANCHORS
-SEE CHARTS
& ELEV. FOR SPACING
1/2" X 7/8" X 1/8"
2 -3/4 LONG
SNUBBER ANGLES
AT 12' FROM HEAD /SILL
AND AT MIDHEIGHT
EXTERIOR
D.L OPG.
VENT WIDTH
WINDOW WIDTH
#10 X 3/4" SMS
2 PER ANGLE
SINGLE VENT WINDOWS
DUAL VENT WINDOWS
• a ° TYPICAL ANCHORS
— SEE CHARTS
'& ELEV. FOR SPACING
SEE MUWONS APPROVAL
FOR MUWON TYPE AND SIZE
WINDOW WIDTH
1
o Pi
14
l
ro
----
0 IlL_ 1
t
0
0
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#10 X 1/2" FH
THREAD CUTTING SCREWS
3 PER HASP
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
FLA. PE # 16557
SEP 1 8 2001
#10 SMS
SEE CHARTS
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SC.JUMI FLORIDA BUILDING CODE
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PROOuCT CONTROL DIVISION
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STRUCTURES
FLA. PE # 16557
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