WS-07-371wit
Inspection Date: 04/23/2007
Inspector: Grande, Claudio
Owner: PERRY, DYNISE
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Job Address: 340 94 Street NE
Project:
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Miami Shores Village, FL
<NONE>
Block:
Contractor: HOME OWNER
Phone Number
Parcel Number 1132060136160
Lot:
Building Department Comments
INSTALLATION OF WINDOWS
3 OPENINGS
r
APR 242007
Z3
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 41398. Windows in florida
room are missing screws on the steel columns, all windows. 4/10/07 CG.
LI
Passed I
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Thursday, April 19, 2007
Page 2 of 2
Miami Shores Village O*6
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
FEB 2 7 2001 Permit No.
B y: p i011 C&" , Master Permit No.
Permit Type (circl = `: Buildi _ Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) \\34 t VV A r one #
Owner's Address '3 4-0 a.I E ej Lo-k. St
City khAk S Let5
Tenant/Lessee Name
State
Zip
V5
Phone # Psi 1
/r
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL #
Is Building Historically Designated YES NO
Contractor's Company Name tv,e19 to rJ c �� Phone #
Contractor's Address
City State\ Zip
Qualifier Name Phone #
State Certificate or Registration No.
Architect/Engineer's Name (if applicable)
ps
Certificate of Competency No.
Phone #
�
Value of Work For this Permit $ t b Square / Linear Footage Of Work: s 4
Type of Work: ['Addition ['Alteration Tew ❑ Repair/Replace ❑ Demolition
Describe Work: ti)
S dUrr— ,t L.41 1+Ceitc) 1.v 1//3,
?J LJ 3.
* * * * * *, * * * * *** *** * * **** * * * * * * * * * * ** * ** Fees************** * * * * ****** * * * * * * * * * * * * * * * * ****
2
10
Submittal Fee $ Permit Fee $ 1 ` 61 — CCF $ 1 2a CO /CC
Notary $ f)QQ Training/Education Fee $ 0, e40 Technology Fee $ 3-26
Scanning $ ( 00 Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ 14-D • 7j
See Reverse side 0 7 PAID
Bonding Company's Name (if applicable)
Bonding Company's Address
City State V 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 be approved and a reinspection fee will be charged.
Signature
ent
The foregoing instrument was acknowledged before me this
day of Fth ,20 0T, by Mkt* R •'{ e r i
who is personally known to me or who has produced rtDrAtI5
L (C • 110i U As identification and who did take an o
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of ,20 ,by
who is personally known to me or who has produced
as identification and who did take an oath.
o'1- 0
ssoo�
400 �3`�SS� o to-%44.0s
n�2% e� 0s
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *
APPLICATION APPROVED BY:
(Revised 02/08/06)
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
***************************************** * * * *** ** * * ** ** * * * * * * * ** * * *** * **
Plans Examiner
Engineer
Zoning
VILLAGE OF MIAMI SHORES
- � M . 7
NAME: \\.4A DATE: D WNER BUILDER DTSGLOSU RE STATE FM 2 1 MP
ADDRESS: 3 4 6 E 9 -4,,. J,
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). And I have read and understood the following disclosure
statement, which entitles me to work as my own contractor; I further understand that I as the
owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a
permit under an exception to the 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. 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 complete, the law will
presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the 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 - holdings tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction
must comply with all applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I hold title to the above property and I am planning on doing this construction
Initial `(,3
2. I understand that as an owner - builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application
Initial C,
3. .I have an understanding of the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
Initial LZ i
4. I understand that the building official and inspectors are not there to design,
alter or give advice on how to meet code —. only if the structure meets the
minimum code.
Initial tee RP
5. I understand that as an owner - builder, that any contractor disputes with sub-
contractors and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigat&any contract disputes.
Initial
6. I understand that if I compensate any person or company for work performed
they are required to have a business license in the county. If. for any reason they
do not posses a business license I will be responsible and liable for any wrong
doing from this unlicensed company or person.
Initial t.Z
7. I. understand that if any person gets injured on my construction project —they are
entitled to workmen's compensation. And if they do not posses a workmen's
policy I could be held liable for all doctor and related cost which could include
loss of wages during recovery from injury.
Initial 0 ()
8. I understand that under state and local laws I can not do any Electrical,
Plumbing, Heating, Air & Roof work on my property with out first obtaining
the proper permits by licensed contractors.
Was acknowledged before me this
Initial L
�l day of Ve- t 20 0 (-7
vvho was personally known to me or who has
Produced there License or F0)Rde >wa t/(
as identification.
.,.rte.
r erg ire
DD 2p09
M er 20.
�r� : *zpIRES:octob
*'s v uc <- Public Unden ers
' - Notary ���ea g�dedThN N . .
Miami Shores Village
Building Department
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No.
Job Name
Date
511
BUILDING CRITIQUE SHEET
Reviewer:
Claudio Grande C.B.O
305 - 795 -2204 Ext 1430
Miami Shores Building Department
Product Approval Schedule / Comparison Chart Address: ?j 40 NE c/5 i Permit No. °L 11
Opening
Description of Window
Product Acceptance
Product Approval
Opening Design
Rough Opening
Shutter Required
Mullion Required
Impact
11)
or Door or Mullion
Number
Design Pressure
Pressure
Size
Yes / No
Yes / No
Yes 1 No
4
_ - _
(+) PSF O PSF
( +) PSF ( -) PSF
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BUILDING CODE COMPLIANCE OFFICE (B�CD).• •
• • ••
PRODUCT CONTROL DIVISION • ••• ••• •-
NOTICE OF ACCEPTANCE (NQA> • •
•
• • • • • METRO -DADE FLAGLER BUILDING
• 1401 WEST FLAGLER STREET, SUITE 1603
• • MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
MIAMI -DADE COUNTY, FLORIDA
•• ••• ••
Yale Ogron Manufacturing Co., Inc. . •.
6741 West 18th Street
Hialeah, FL 33010
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-Pro-duct 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 mariner, 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, itit 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 VOlocity Hurricane
Zone of the Florida Building Code.
.DESCRIPTION: Series 6800 Aluminum Horizontal Sliding Window
APPROVAL DOCUMENT: Drawing No. W96 -25, titled "Series 6800 Alum Horizontal Sliding Window ",
sheets 1 through 4 of 4, dated 8/1/96, with revision C dated 09/04/02, prepared by Al Farooq Corporation, 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: None
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 manu facture 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 if 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 renews NOA 4 99- 0908.02 and 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 -1 107.02
Expiration Date: January 23, 2008
Approval Date: December 19, 2002
Page I
L438
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FRAME SILL
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1.469 rr��
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SILL RISER
JAMB . STILE
• • •••
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• • ); • I GLASS WIDTHS TO 8E EOUAL ON MOVING AND FIXED LtTES I
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2
1.001
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FRAME JAMB VENT
.750
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MEETING RAIL
1.656
FIXED MTG: RAIL
1.064
1
.937 r.
nl
--.062
1.875
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pIn
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FRAME JAMB FIXED
0
1
0
'1
15"
It
11
1'
I 1
23 1/4' 23 7/8'
0.1.. OPG. 0.L OPG.
26 3/8'
VENT WIDTH
52 /8'
WINDOW WIDTH
6' MAX. TYP. •
HEAD /SILL CORNERS
•
to
til
0
2
to
15'
I MAX.
FALSE MUNTINS
SURFACE APPLIED
OPTIONAL
11
11
11
It
TYPICAL ELEVATION
TESTED UNITS
SERIES 6800 ALUM • HORIZONTAL SLUDI&G WINDOji
DESIGN LOAD RATING FOR THESE WINDOWS TO BE t.',3 PER CHART
SHOWN ON SHEET 2.
THESE WINDOWS ARE NOT RATED FOR IMPACT. • t
MIAMI —DADE COUNTY APPR'D IMPACT RESISTANT SHUT '�ERS ARE READ.
THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH :VELOCITY HURRICANE
ZONE OF THE 2001 FLORIDA BUILDING CODE. 4;
ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPE?LY 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 CONDITIONS NOT SHOWN Its! THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
• 11 11
Itt=:›It
11 11
11 11
11 11
11 11
11 8 tt
'I
29 9/16"
D.L. OPG.
31 7/8'
VENT WIDTH
29 5/16'
O.L OPG.
96 1/2'
29 9/16'
0.L OPG.
31 7/8'
VENT W10TH
in
• WINDOW WIDTH
4
Engr: DR. HUMAYOUN FAR000
STRUCTURES
FIA. PE j 16557
0
10
PRODUCT RENEWED
na complying with the Florida
Balding Code
Acceptance NoQ2- Ode
pint lion Date . PFEW
Jay
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Div
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W96 -25
i sheet 1 of 4 1
1 WINDOW DIMS.
WIDTH
HEIGHT
DSD ANN. GLASS
3/16' ANN. GLASS 3/16' TEMP. GLASS
24-
36'
48'
60'
72'
24"
ANCHORS TYPE 'A' *NCHO• RRS•'F E 4,, Z,,.4.N 0! 'TYPE 'B' ANCHORS TYPE 'A'
EXL( +} ANT.( -) 'ExT.(}) t INtf,7j' ; '(:X1(+}:1 ANT.( -} ENT. { +) 1 ANT.( -}
55.3 139.0 • 5 • s� •'
�• • 13'3.0 • SS.3 i 210.0 55.3 139.0
98.0 55.3 139.0 55.3 1 202.2 55.3 139.0 ,
78.5 • ∎ . 5511 •449.0•; 5 A, 41':143.3 55.3 1 139.0
3 55.3
4 55.3
5 55.3 ' 63.8 • 41'0.4 . • 5$.3i 110.4 55.3 1 139.0
5 x X • l9.3 * Vt.? 553 1 91.1 55.3 1 115.8
ANCHORS TYPE 'B'
wISDOW DIMS.
EXT.( +) 1 ANT.( -)
55.3 210.0
55.3 1 210.0
55.3 1 210.0
55.3 1 210.0
55.3 i 197.5'
WIDTH HEIGHT
4t
24'
36'
48'
60'
•72'
36'
55.3 92.7 55.3 92.7 55.3 I 158.0 55.3 92.7
55.3 1 158.0
3 55.3 60.9 • •55.4 :
4 51.7 51.7 '15i•• •
• 5 X X ••55.3 •
.'9Z.7;' • :33.3•' 1 136.5
98.8�•� :55.3 • 90.8
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55.3
92.7
55.3 158.0
55.3. 1 92.7
55.3
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55.3 1 138.0
55.3 1 126.1
5 'X
55.3
65.2 55.3 1 65.2 55.3
77.2
55.3 1 122.6
24'
36'
48'
60'
72"
48"
2 55.3
66.2 55.3 69.5 • 55.3 1 118.5 55.3 69.5
55.3 1 118.5
3 45.5
45.5 55.3 1 69.5 55.3 1 110.6 55.3 69.5
55.3 1 113.2
72'
85'
95'
1 08
72'
85-
96"
108'
72'
85'
46'
108'
24"
36-
48'•
5
6
7
8
5
6
7
8
5
3/16" ANN. GLASS
ANCHORS TYPE 'A'
EXT.( +) WIT.( -)
55.3 1 115.8
3/16" TEMP. GLASS
ANCHORS TYPE 'H'
ENT.(+) 1 ANT.( -)
55.S
55.3
55.3
55.3
55.3
55.3
55.3
55.3
55.3
117.7
103.3
91.3
77.2
78.4
71.2
65.3
57.9
58.7
55.3 1 144.0
55.3 1 118.7
ANCHORS TYPE 'A' ANCHORS TYPE 'B'
ENT.( +) 1 INT.( -) EXT.( +)
55.3 1 115.8 55.3 197.5
55.3 1 103.3
55.3 1 91.3
55.3 1 91.1.
55.3 1 78.4
55.3 1 71.2
55.3 1 65.3
55.3 1 68.5
X
X ;55.3
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68.1 55.3 J 68.1 55.3 69.5
55.5 55.3 1 55.5 55.3 69.5
55.3 1 • 92.0
55.3
80.3
5 X
X 50.7
50.7 50.7 1 50.7 55.3 57.9
55.3
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72'
96'
60"
7
8
5
52.2
50.8
55.3
52.2
50.8
46.3
55.3 58.7
52.2 52.2
50.8 1 50.8
55.3
55.3
55.3
55.3
55.3
55.3
55.3
55.3
55.3
117.7
121,6
123.6
77.2
78.5
. 81.1
82.4
57.9
58.9,
55.3
55.3
55.3
55.3
200.8
207.4
210.0
131.7
55.3
55.3
55.3
55.3
55.3
128.5
124.2
122.6
92.0
82.9
55.3 1 57.3
55.3
55.3
55.3
60.8
61.8
46.3
55.3
55.3
55.3
77.6
73.6
69.0
6
45.2 1 45.2
42.0 1 42.0
45.2 1 45.2
42.0 1 42.0
55.3 47.1
55.3 48.7
55.3
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60'
72'
26 -1/2"
37'
53-1/8"
72'
26 -1/2'
37'
53 -1/8"
72'
33.6
33.6 , 55.3 55.6 55.3
94.8 55.3 55.6
3 x
X' 55.3
55.6 55.3
86.6 55.3 55.6
55.3 , 94.8
55.3 86.6
4
X 55.3
55.6 55.3
56.9 55.3 55.6
55.3 69.0
5
X
x
42:2
42.2 42.2 42.2 55.3 55.6
26
38 -3/8"
5 X
2 55.3
3 55.3
4 55.3
5 X
2 55.3
3 . 55.1
4 X
5 X
39.2
. 116.2 55.3
88.9 55:3
67.5 55.3
X 55.3
78.7 • 55.3
55.1 55.3
X 55.3
X 55.3
39.2 39.2 39.2 52.4 46.3
55.3 58.9
. 52.4 52.4
116.2
55.3
198.1
55.3
116.2
55.3
198.1
124.8 55.3
115.7 55.3
82.6 55.3
78.7. 55.3
84.6 55.3
78.0 55.3
60.5 55.3
177.1 55.3
115.7 55.3
82.6 55.3
134.2 55.3
124.8
115.9
124.8
78.7
55.3
55.3
55.3
55.3
,210.0 •
197.7
210.0
134.2
121.6 55.3 1 84.6 55.3
78.0 55.3 1 78.5 55.3
4
60.5 55.3 1 84.6 55.3
144.2
119.2
108.1
26 -1/2'
37*
53 -1 /8"
72'
50 -5/8"
2 51.2
51.2 55.3 59.7 55.3 1 101.8 55.3 59.7
55.3
101.8
3 37.7
4 X
37.7 ' 55.3
X 55.3
• 64.1 55.3 101.3 55.3 64.1
58.6 55.3 1 58.6 55.3 59.5
55.3
103.8
55.3 80.1
5 x
X
47.4 47.4 47.4 47.4 55.3 54.1
55.3 66.9
26-1/2"
37'
53 -1/8'
72'
63"
2 26.3
3 X
26.3 55.3
X 55.3
48.0 55.3 81.8 55.3 48.0
51.5 55.3 1 79.9 55.3 51.5
55.3 81.8
55.3 1 79.9
X X 46.1 46.1 46.1 1 46.1 55.3 47.8
5 X X 36.6 36.6 36.6 36.6 44.7 44.7
A = NO. OF ANCHORS PER HEAD & SILL
55.3 57.9
44.7 44.7
A = NO. OF ANCHORS PER HEAD 8. SILL
•=;•
a
XO' OX XOX
APPROVED CONFIGURATIONS
GLASS WIDTHS TO .BE EOUAL ON MOVING AND FIXED UTES
-ROLL FORMED GLAZING BEAD
\ DSB -ANN. GLASS
OR
3/16" -ANN. GLASS
OR '
3/16" -TEMP. GLASS
GLAZING COMPOUND
- SCHNEE MOREHEAD
5555
165
2 It"
1N
stoiU
n�
7
GLAZING OPTIONS
Eng•: t.'. HUUAYOL.'N FARCOQ
STRUCTURES
FLA. PE it 16557
PRODUCT RENEWED
as cumpl}ing with the Florida
Building Cndc
Acceptance Nu -
piratiun llutc
By
Mia
Uit•.is
Dadr Product Coat
r
I dote: 98-01 —96
`lscole: i /2' r
(dr. by.. HMIID
(chk by: 1
drawing no.
W96 -25
sheet 2 of 4_
e J
Q
O
TYPICAL ANCHORS
SEE ELEV.
Q
•
•• ••
• • •
1BY • .
WOOD BUCKS •
a
0
►r
•1
14
.1
11)
• •
• •
•
•
••
1 3L STRUCTURES
•• • • • • • • •. US =EL OR ALUM. 1/8" MIN. THICX)
• • • • S1• EEL : Fy = 36 KS! MIN.
• • • • • 411AANUM : 6063 —T5 MIN.
•
• • •
• ••• \' •••
••• • •••
• • •
• • • •
• • • •
• • • •
• • • • ,i.
• • • •• ••• •
• • • • • • • •
•••I • • • • •• •
• •
• • • • • ••• ••
a
0
J
0
ADD —ON RISER
READ. ON XOX
SIZES ONLY
VENT HEIGHT
W 1
- --i�2)
a 4
"
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
"
.s
TYPICAL ANCHORS
SEE ELEV•
2
u1
2 BY
W000 BUCK
'• TYPICAL ANCHORS
SEE ELEV. FOR SPACING
11 LAS v I n1•. ■ - --- __. ..__
YE -5001 t ,FRAME HEAD i 6063 —TS —
2 ' YE -5004 j 1 • FRAME SILL j 6063 -75 ! —
3 YE -5006 ( 1 ( SILL RISER ( 6063 -T5 I —
_al YE -5002 ( AS RE00. FRAME JAMB —VENT I 6063 —T5 j —
5 YE -5003 ! AS REOD. FRAME JAMB —FIXED 1 6063 —T5 I —
6 ! YE -5019 1 1/ VENT ( FIXED MTG. RAIL l 5063 —T6 I — ,
7 4 YE -5009 •1/ VENT
VENT TOP RAIL { 6063 —T5 ! —
8 i YE -5008 • 1/ VENT
VENT BOTTOM RAIL t 6063 —T5 ! —
9 ( YE -5018 1/ VENT
VENT INTERLOCK 1 6063 —T6 1-
10 YE -5007 1 1/ VENT
JAMB RAIL
6063 —T6 1 —
1.1 AS RE00.
ROLL FORMED GLAZING BEAD
FRAME & VENT ASSY. SCREW
ALUMINUM 1 —
} — ICAO PLATED SMS W/ #8 HEAD
12 #10X3/4" SMS {AS RE00.
13 1 YH -6016 1/ VENT
CAM LATCH ZAMAK !DECO. PLATED OR PAINTED
14 # 10x3/+" SMS 12/ LATCH
LATCH INST. SCREW ! • —
CAD PLATED CRS
15 —
AS R£00.
FIN SEAL PILE W/ PLASTIC FIN ( —
TOP & BOTTOM RAILS
16 ! —
AS RECD.
FIN SEAL PILE W/ PLASTIC FIN
— ! BOTTOM RAIL
17 —
1
—
_
— !_
18 YH -6001.
2/ VENT
1 ROLLER ASSY. I — 1 YH -6002 & YH -6003
WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. /CHART FOR SPACING
TYPE '/t 3/16" TAPCONS
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
1 -3/8" MIN. PENETRATION INTO WOOD
THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1-1/4" MIN. EMBED INTO MASONRY OR CONC.
3/16" DRILLFLEX SELF DRILLING SCREWS
INTO METAL STRUCTURES (1/8 ". MIN. THICKNESS)
#10 SMS
INTO APPROVED MULLIONS (NO SHIM SPACE)
TYPE 'B' 1/4" TAPCON$
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
1-112" MIN. PENETRATION INTO WOOD
THRU IBY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4" MIN. EMBED INTO MASONRY OR CONC.
SEALANTS:
FRAME AND VENT CORNERS SEAMS, FIXED MEETING RAIL ENDS
AND INSTALLATION SCREWS AT SILL' SEALED WITH WHITE
COLORED SEALANT.
W EEP110LES:
W1 = 1" NOTCH AT EACH END OF VENT TRACK
112 = 1/2" NOTCH AT EACH END & AT 30" FROM EACH END
Ergr. OR. KUMAYOUN FAR000
STRUCTURES
FLA. PE j 16557
5 z[In2
PRODUCT RENEWED —'
113 complying % itit the Florida
Buiding Cu1lc
Accrlltancc
Espirntinn Date
By
MIA ljrlrII tie I'ru.Atct Cnnlm
lilt I.
Nj
co
05
to 3
cn
up
N
4i0
0
N
c
0
co
•
e
0
O 0
U
drawing no.
W96 -25
' sheet 3 of 4_
1 I' L .ill.. AM-MK 2
�" .EE ELEV.
U
2 •
g.
Yi
w
zi el*
RD S
gre .
It6
ma 154
1/4' MAX.
•SHIM
2 BY
WOOD BUCK
w.•
• • ••• • • • •••
•• •• • • • •• •• •
• • • • • • • • • •
• • • ••. • • •
• • • • • • • •
• ••••••• • .•••
• • • ••• • •••
• • • • • • • • • •
• • • • • • • • • •
• • • • • • • • •
• • • • • • • • •
• ••• . ••• • • •
.••. • •• ••• '••
•
• • • •
• • •
•
•• • • • • • ••• ••
VENT 'WIDTH
D.L.O.
2 BY_
W000 BUCK
(5
)
•
•
+�1
t 1
VENT TOP /BOTTOM CORNERS
1/4' SHIM
I MAX.
t'!* • TYPICAL ANCHORS
,� f- SEE ELEV.
\ 9
4
D.L.O.
EXTERIOR
WINDOW WIDTH
VENT WIDTH
XO LAYOUT
YOUT
OX OPPO5tTE
(17',
/
()
OPC.
EXTERIOR
vatIDOW WIDTH •
T-7=-777771 1
I1
•
4
\ 1BY
. 4 . :/0013 BUCKS
1•/4' SHIM
htAX.
t 21
IBY
fJOQD BUCKS
TYPICAL ANCHORS
`SEE ELEV.
S
e
-, FIXED RAIL CORNER
FRAME TOP CORNER
FRAME BOTTOM CORNER
XOX LAYOUT
Env: OR. HUvt.YOUN FAR000
STRUCTURES
VLA. PE f 15557
1'RODUCT'RENEWEI)
as contph inl; wit4 tltr Florida
Iluiding ('ode �1�f
Acceptance No 02J I .02
Expiration Date C 043
13y
Want' )a le Product Control
I?isls
C 0
0
i Z
a
C) x
ZO • .N
L .• 0 1
CC tO
M
=M
M Z I— te) N
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w
a
C3 0
t
CO
V ! 1. . !
tit
. ::
W
tX
Lai
til
dote; 08 -01 -96
•
u
u
H
11
2
a
U?
drawing no.
W96 -25
sheet 4 of 41