514 NE 101 StDate Job Address ) 4 kyE Tax Folio
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant 44 L i 11\ 1 \ , Master Permit # 631 2 ' L 2
Owner's Address . \ 4 10 e - Phone 7 9 - I ‘ - 1 - p
Contracting Co RIV \-& LSO t, i V [`)(1 Address 71.7 5 ) W 5 a D+
Qualifier `J ILL a SS# & Phone 51 3 ` - 5 - 272 Z�
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
S t a t e # C be/ O A A C I 7 5 Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION 1 O r 14 c c S W c■ c. o LJ . 0 1 1.4.1 code a „,,,
W tIrldotoS
Square Ft.
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do th rk stat
Signature of o 4L%7/V
d /o Condo President D
"has t' Owner and/o
ondo President Date
My Co
JOSEPH JOSEPH DAVIIZ
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC828525
MY COMMISSION EXP. APR. 21,2003
FEES: PERMIT 5b. RADON
Sh v'TrS _
APPROVED:
Zoning
Mechanical Plumbing
Estimated Cost (value)
Signature of Con . %ctor or Owner- Builder Date
No a to Contractor wner- Builder
My Commission Expires:
2 0 NOTARY
OFFICIAL NOTARY SEAL
JOSEPH DAVITZ
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC828525
MY COMMISSION EXP. APR. 21,2003
Electrical
( o, po
BOND
TOTAL DUE
Date
Engineering
LSTATE
WINDOWS • DOORS • SHUTTERS
NAME: 5 I vtL :fie 4. i\ •- 4 ins �t
ADDRESS: 5 J' Lic I(O( 5 •
CITY: (Qwtt' S LreS COUNTY:
PHONES: HOME:7 5q- lLE4OOFFICE:
'Jo) °Hs £z t4
Vol
oS1
V Colonial
Impact
1
,•� ? , � .a�0 14111 rl
I r �
Ss Ii 6112IS hn_1G�
,1 -A 2-1 •
N V lain
on- Impact
DIAG RAM
/1 P
CONTRACT DATE: S / /9 / zoo o
CONTRACT NUMBER: 36 2-07
MEASURE DATE:
SALESMAN: To-Q D 414
INSTALLER:
TYPE OF INSTALLATION:
02 %01 lc,
o 1ri
��,9 t t) :�.
5 4, 0
?12 `l h hv4 `I 1(2 1
i
--.� N P70 /9 S> +204 u a
. ./„ .. 7 , A11 -- .y?s yThorm tiOn
LOOKING: OUTSIDE /IN
FRONT OF HOUSE
.di 1
CU'• O ER SIGN URE
Wood
/660 Wood
Type Window Out: ATW SH DH Gate City Casmt. Casmt. Jal P.W.
Type Window In: GSD RES.JOOR OTHER / Cmt.
Horz Full Store Alum
STYLE: ATW DH V SH Slider SD P.W.F. View Front Door
Std. Vt. 2/2 1:,1(., 2/2 OXd2t 3/16
Std. Vt. 1/1 1/1 XO 4d2t 1/4 H.R.S.O.
XOX 3d31,, H.L.S.O.
Glass Clear Brz. S/C Grey OBS INSUL. Temp.
A/C Instructions: K.O. NC NC Reg.
Wall Ven PW Mulls
Fixed Operable
Caulking
MASONERY: Inside Plaster V Outside Stucco Operators B
SILLS: Marble B/N Ceramic R/H 1�hite
FINISH: Anod. BRONZE White Esp. UH Grey
Block -up Sq. Ft. Bin Blk 4 in. Blk
DIRECTIONS:
WHITE - OFFICE / YELLOW - CUSTOMER / PINK - SALESMAN
MIAMI -DADS
Expires:O1 /02/2002
)proved: 02 /05/1999
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL, NOTICE OF ACCEPTANCE (305) 375 -2901 FLORIDA
AX 375-2908
Security Windows & Doors
CONTRACTOR LICENSING SECTION
5100 NW 72 Ave. (305) 375 -2527 FAX (305) 375 -2558
Miami FL 33166
CONTRACTOR ENFORCEMENT SECTION
(305) 375 -2966 FAX (305) 375 -2908
Your application for Product Approval of: PRODUCT CONTROL DIVISION
Aluminum Tube Mullions (iron-reinforced) 375 -2902 FAX (305) 372 -6339
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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime 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 BCCO that this product or material fails to meet the requirements of the South Florida Building
Code.
The expense of such testing will be incurred by the manufacturer.
Acceptance No_:99- 0104.02
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 Dade County, Florida under the conditions set forth above.
ranclsco . Quintana, R.A.
Director
1 of 3 Miami -Dade County
Building Code Compliance Office
Security Windows & Doors ACCEPTANCE No.: 99- 0104.02
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
01./i/P , J%,
1 Perez, P.E., Produ
FEB 0 5 1999
APPROVED
EXPIRES : ,7anuary 2, 2002
1. SCOPE
1.1 This renews the Notice of Acceptance No. 95-12110], which was issued on January 2, 1996. 11
approves an aluminum mullion without reinforcement, 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 Aluminum Tube Mullions without Reinforcement and its components shall be constructed in
strict compliance with the following documents: Drawing No. M95 -08A, titled "Mullion Details ",
prepared by Al- Farooq Corporation, dated September 29, 1995, revised December 6, I995, sheets 1
through 3 of 3, 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 The design pressure for the mullion and anchor selected must each meet or exceed the pressure
requirement for the opening in which it is to be installed.
4. INSTALLATION
4.1 The aluminum mullion tube without reinforcement and its components shall be installed in strict
compliance with the approved drawings.
4.2 This mullion can be part °f an .n .e �r?sta'_led as t .;�: n ?r, impact resistant
5. LABELING
5.1 Each panel 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 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.
6.1.3 The Notice of Acceptance of each window or door to be attached to the mullion.
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.
ontrol Examiner
Security Windows & Doors
ACCEPTANCE No.: 99 -0I04.02
NOTICE OF ACCEPTANCE:
FEB D5 L9
APPROVED
EXPIRES : . n u a ry 2 2002
STANDARD CONDITIONS
1 Renewal of this Acceptance (approval) shall be 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 through 3.
END OF THIS ACCEPTANCE
/ 1
ce
Manuel erez, P.E., Product Co. •1 Examiner
r ,
e itj GA4 7
PRODUCT CONTROL NO TICi'; OF ACCEPTANCE
Security Aluininum Windows & Doors
5100 N.W. 72 Avenue
1l;:rrn ;, FL 33166
Your application for Product Approval of:
Series 3000rllriminum Sliding Gloss Door '.
under Chapter 8,of the Metropolitan lade County ('cte governing the use of Alternate Materials and
Types of Construction :and completely described in the plans, specifications and calculations as stulinti1lccl I,....
Applicant, along with Drawing No. 11 -27, Sheers 1 tllrn 3 of 3. (For listing, .See Section
,4 of this /Notice of Acceptance)
has been recommended for acceptance by the I3uildin2, Code Compliance office to be used in Dade
County, Florida under the specific conditions set forth on pages 2 el. ;eel. and the Standard Conditions
on page 3.
This approval shall not be valid after the expiration date stated below. Hie Oflice olCode C'oniphance
reserves the right ti) secure this product or l,l.ticrial at anytime from a obsite or nianufacture:'s plant for
.lualit\ control testing. 11 this product or material (ails to perl:"irin in the approved manner, the ( 'ode
Compliance ()lIice nlav revoke, niudil or suspend the use ul such product or material immediately. 1 he
applicant sh :.ill re evaluate this product or material should anv:ll to the South Florida Building
Code be enact.] affecting this product or material. - 1"ite Building (.'ode Compliance Office reserves the
the right to revoke this approval, iF is deterlilined bi liiiildiltg Cud Compliance Office that this
product or material fails to meet the requuenlents oldie South Florida Building Code. The expense of
such testing ‘vil1 be incurred by the manufacture'.
Acceptance No.:96- 0828.01
Expires:0(105 /00
1 IS TIIE COVEIZS11ET I', Sli.E ADDITIONAL IONAI.. P. ;1•:5 hOIZ SPECIFIC AND Gl..NIk:IZ;11..
pp ro v cd : 06/05/97
Internet mail address: postmaster @buildingcodeonline .corn
CONDITIONS
BI)1LlllNG CODE (O1\111i 1 :1:
METROPOLITAN DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO" DADE FLAGLE i T BUILDING
140 WEST FLAGt.FR STflLET. SUIT[ rt ;0a
MIAMI, FLORIDA 23130.1563
(305r3; •: ; :90
FAX (305) 375.2900
Pn000cT CONTROL DIVISION
(305) 375.2902
FAX (305) 372.6339
G IZnu1 l od(ii;uez I
Product Cuntr:.11 Supervisor
This application for Product Approval iras been tevicwcd by the Metropolitan Dade Comm' 13ui!dino
Code Compliance Department and approved by the I3uilding ('ode Committee to he used in Dade
(`'aunt\', Florida under the conditions set lotth above.
•,
n cfs' T
Director
Building Code Compliance Dept.
Metropolitan Dade (:runty
liornepage: Iritp : / /www.buildirlgcodeonlirre.com
Necuri1i Aluminum 1\ intim\ .\ l iuun :•.
I :1. \( 1 . Nu.: ')(, •II.`i':i.it 1
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1
: RHO 5 1957
: JUN 0 5 2000
1. DESCRIPTION OF UNFF
1.1 This approves an aluminum sliding glass door desig and tested to comply with the South Florid :1
13uilding Code, 1994 Edition for Dade County, for the locations whcre thi pressure requirement:,
determined by •ASCE 7 "iS,4ininaunl•l :)esign Loads liar 13uilding anti Other Structures ", dO not exceed
Design Pressure Rating values in Section 7 and within the limitations contained in Section 3.
1.2 Model Designation: Series 3000 Standard Aluminum? Sliding (;lass Dour
1.3 Overall Size: 18' 11-3/4" wide by 8' 0" high x 3 -1/2" deep.
1.4 Confignration. OXXX
1.5 No. & Sizc of Panels: Four on four tracks (one track for screen panels): One fixed panel 58'
95-3/16" on interior track, two center panels 58 -5/8" x 95 -1/8" moving, on intermediate track and one
moving panel 58 -1/8" x 95 -1/8" on exterior track.
2. MATERIAL CHARACTERISTICS ICS
2.1 Frame and Door Panel Material: Aluminum alloys 6063 -T5, 6063-T6 and 6005 -T5.
2.2 Glazing
2.2.1 Glazing Material: Full lite,. 3/1 6" tempered ,,lass.
2.2.2 Glazing Method: Channel gla cd with 1/2" ,glazing penetration using a flexible channel
vinyl glazing bead (Part f; WV -1 156) •
2.2.3 Daylight Opening Sizc (tested unit) Each lite approx. 53- 3/16" wide by 91" high.
2.3 Frame Construction:
2.3.1 Head: A 0.875" ext. /int. face x 7.062" deep x .062" wall thickness extruded aluminum
lour -track channel. (Part 1 050 -00 -109)
2.3.2 Jambs: A .750" face x 6.010" deep x .062" wall thickness extruded aluminum 3- track janah
(Part # 050 -00 -437) with three pairs of grooves for weatherstrips and two screw splines.
2.3.3 Track: A .415" high x 7.047" wide x 2.025" high overall interior sill flange (w'sill adapter) x
.078" wall thickness extruded aluminum double track is used at sill (Part •'t 050 -00 -420).
2.3.4 Corner construction: Mutt joints, each frame corners naav be secured with IWo `8 x 1 " frame
assembly SMS.
2.4 Panel Construction:
2.4.1 Stiles: Jamb /Lock male stiles consist of a 1.875" lace x 1.074" deep x .062" wall thickness
extruded aluminum hollow tube with a .376" .vide x .587" deep glazing pocket (Part :' 051-00-38.1).
Astrmzal (female) meeting stile consist ofa 2.437" lace x 2.906" deep x .062" wall hollow alum.
tube with .376" widex .875" deep glaAing pocket and two grooves liar weatherstrips (Part
051 -00 -442).
Interlock stiles are 2.766" lace x 1.766" deep x .062" w;111 thickness extruded alum. hollow \with a
.376" wide x .875" glazing pocket and one groove for '\eatherstrip (Part /f 051-00-504).
2 -1.2 Rails: Top rail is a 2.055" face x.0.938" deep x .062" wall Thickness extruded aluminum tithe
with a .376" wide x .587" de.ep glazing, pocket, one screw splines and two grooves liar kvcathcrstnp
(Part 1Y 051-00-383). Bottom rail uses the same extrusion with two wheel assemblies and a 3:4"
3/4" x 44 -3/4" lone aluminum. tube.
\1ant •1 Pcrcz. P.F. Plans : mutter 11
Produ\t Control Division
Security Aluminum \\ indoiNs S.: 1)0u1s
2.8 Muntins: None
2.9 Reinforcement:
Quantity Description
2.9.1 Four
-2a-
:1('('1•.1' PAN(. ..1.; No.: ')(,- IIS_',`i.11 I
:11'1'R() Vi;l)
EX11RES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
IONS
2.4.3 Corner construction: Panel corners are bull joined; each panel corner secured with one i ;10 >.
1" SN9S.
2.5 Weatherstripping:
Quantity 17cscriptiou r Location
•
2.5.1 Single row Pile with integral plastic fin At framejanlb, on exterior side each
panel jamb or lock stile.
2.5.2 Single row Vinyl flap (Part # WV -2213) At frame jamb. on interior side each
panel jamb or lock stile and at exterior
side of each panel bottom rail.
2.5.3 Single row Vinyl bulb (fart # . WV -3127) At each panel interlock stile.
2.5.4 Double row Vinyl flap (Part it WV-221 At each panel top rail and female
astragal stile.
2.6 Hardware:
Quantity Description Location
2.6.1 Six ReJlecroli 1935 with 1= -tab. One at each end of each moving panel
Tandem Roller Assembly adjustable bottom rail.
metallic wheel in metallic housing.
2.6.2 Two DNS 1'100 Series surface' flush mount
metallic hook lock
One at moving panel lock (male) stile
and jamb stile , 40" from bottom.
2.6.3 Two Si /rer .K night 3/16" steel security lock One at each panel interlock stile, 16"
pin. from bottom rail.
2.6.4 Sixteen Plastic guide. One at each end ofeach panel top rail.
2.7 \Vecpholcs:
Quantity 1)cscription Location
2.7.1 Two 1/2" weep notch One at I-1/4" from each end of screen
track.
Local ion
: JUN 0 5 1997
JUN 0 5 2000
3/4" x 3/4" x I /,X" wall x 44-311" long; One inside ()leach panel bottom rail.
aluminum square tubes.
rhlanu •1 Perez. P.1 :. Plans,i'x:lPnincr 11
Product Control Division
Security : \liziiliiium 11 induws I)uut : \(( '1.l' f : \ \(_.I', No.: 9O-0S28.01
2.10.2
" l . \ro
-2b-
APPROVED
E
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
JUN 0 5 10g7
: JUN 0 5 2000
2.1 t) Sealants: Each frame corner, installation screws and all panel corners arc sealed with ,S' riper Seal
white and aluminum colored sealant.
Quantity Description r , Location
2. ]1).1 Four 1 -5/8" x 1-3/4" aluminum closure with One at top and bottom of each panel
a closed cell foam, sccured•to stile with interlock stile.
one #10 x 1 corner panel assembly
SUM.
1 -1/8" x 2" closed cell foam pad . One at top and bottom of frame jamb.
2.1 1 Additional Description: A 2 -1/4" high overall interior sill Ilanee is used. Equal leg frame jambs.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in Section 10.
3.2 Other configurations allowed: OX, XO, XX, OXO, XXX, OXXO and XXXX.
3.3 Head receptor is not allowed to he used in this installation.
3.4 For Design Pressure Rating vs. Door Size, sec Comparative Analysis "Fables in Section 9.
4. INSTALLATION
4.1 Screws and Method of Attachment
SILL Double Rows of 3/16" x 3-1/4" 'I apcons, located at 6" from corners, and the rest at 24" o.c.
.max. Min. penetration shall be 1 -1/2" into masOnrv.
11 EAI) : Double Row of 111 x 2" 1'11 SMS OR 3/16" x 3 -1 / -1" i apcons, located (i" from corners and
the rest at 24" o.c. max. Min. penetration shall be: 1 -3/8" in wood buck and 1 -1/2" into
masonry.
.JAMBS : Double Rows of #10 x 2" Fl 1 SMS, OR 3/16" x 2 -3/4" l apcons, located at 6" from corners
and from each side of lock centerline, the rest at 24" o.c. ivax. Min. penetration shall he:
1 -3/8" in wood buck and 1 -1/2" int(i masonry.
Fixed Panel: Fixed panel jamb stile is secured to frame jamb with live aluminum anchor clips each
located at 4" and 26" from top and bottom and one at niidspan, each secured to stile with one
#G x 1/2" Self Drilling Screw.
Four 1" x 7/8" x 1/8" x 5" long alum. retainer angles in frame sill, on the exterior at astragal
stiles and each set of interlock stiles.and one nn the interior of fixed panel interlock stile,
secured to franc with three 111 U x 2" PFi.1 SPAS.
Note: Please see note 1111, I've 3
.4.2 Limit shim space to a maximum of 1/4 ".
4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in
compliance with the South Florida 13uild1n`. Code.
\ Ian llel Perez, P.L. Plans,YJ 11
Product Control Division
TEST
FESI LOADS
DESIGN 1.0:'.1)ti
AIR INFILTRATION ION u, 1.57 PSF
ST'13C PA 202-94 (0.37 C1 hl;l I') • •
•
0.37 CIFM /F '
I' FL-1303
UNIFORM STATIC PRESSURE DESIGN LOAD
SFBC PA 202 -94 POSITIVE
'46.6 PSF
1
-46.6 PSF
ITL -1303
UNIFORM STATIC PRESSURE DESIGN LOAD
SFT3C PA 202 -94 NEGATIVE
-46.6 PSF
Fl11. -1303
-46.6 PSI'
EFL- 1303
WATER RESISTANCE (PSF)
ASTM E547/E331
••0.00 PSF
F] 1. -1303
4.60.0 PSI'
FTL -1303
UNIFORM STATIC PRESSURE FULL TEST LOA 1)
ASTM E330 Pit 202 -94 POSITIVE 30 Seconds •
465.0 PSI'
H1-1303
'43.3 PSF
171,- 1 303,
UNIFORM STATIC PRESSURE FULL TEST LOAD
AST•M E330 PA 202 -94 NEGATIVE 30 Seconds
-65.0 PSI'
FTI. -131)3
-43.3 PSI'
FTI,- 1303
FORCED -ENTRY .RESISTANCE (FER)
SFBC 3603.2(b)(5) and AAMA 1303.5 -76
NO EN'T'RY
FTI. -1303
---
Design Pressure hating (Positive)
+43.3 I'tiF
Design Pressure Rating (Negative)
-43.3 I'F
I:or Design Pressure Rating vs. Window Siic, see Table in Strtiun 9 "(•nniparativc Analysis"
-1.4 Fasteners must have their own Notice of Acceptance and must he made ol•stainless steel or have
adequate protection against corrosion, per DIN 5..0018. Aluminum contacting metals not considered
compatible shall be properly protected.
5. IDENTIFICATION
5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and Following'.
statement: "Dade County Product Control Approved ".
6. USE
6.1 Application for building permit shall be accompanied by two copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Completely dimensioned drawing showing, sire and location, including hcil'ht above grade of
opening t� receive door, mean roof height, length and width of building.
6.2 The I3uilding Official shall ensure the adequacy of to meet the pressure requirement of the ol)enin:!
in \Vhich it is to be installed.
6.3 Note: 'I'Itc installation of (his unit, will require a hurricane protective system.
7. "PESTS I'ERFORI\IEll:
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
•r
. RESULTS:
-2c-
API'It0VeI) : JUN 0 5 1997
I';xP1itr,S : 1lJH05 2000
plant 'I Perez, P.F. Plans I x tinnier 11
Product Control Division
APP1ZO\'ED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CUN1)I
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 "lest reports on 1) Air Infiltration Test, per PA 2(P-9:1
2) Uniform Static Air Pressure Test, Loading per PA 202 -9.1
3) Water Resistance Test, per 1';\ 202 -94
4) Forced Entry •Tcst,.per SI:DC 3603 2 (b) and Pi\ 202 -94.
along'with installation diagram and narked -up drawings or an aluminum sliding g dnlli
prepared by Fenestration Testing Laboratory., Inc. No. F1 1303, dated May 9, 1996, signed and
sealed by Gilbert Diamond, P.E.
8.2 Drawings:
8.2.1 Manufacturer's die drawings and sections.
8.2.2 Drawing No. W96 - 27, Security Aluminum Windows (K:. Doors, Aluminum Sliding Glass
Door, Sheets 1 thru 3 of 3, prepared by Al Farooq Corporation, dated 08/03/96, revised on
04/28/97, signed and scaled by 1Iuinavoun Farooq, P.E.
8.3 Calculations:
8.3.1 Comparative analysis and anchor calculations, prepared by i \1 Farooq Corp., dated 3/5/96.
signed and sealed by 1- Iumayoun Farooq, P.E.
9. COMPARATIVE ANALYSIS: See "Design hoad Capacity - PSI:" Chart on Drawing No. W96
Sheet 1 of 3, bearing the Dade County Product Control approval stamp.
10. TYPICAL.DOOI2 ELEVATION AND:CROSS SECTIONS: Sec Security Aluminum Windows S
Doors, Drawing No. W96 - 27, Sheets 1 thru 3 of 3, bcariinn the I.)ade County Product Control approval
stamp.
2d -
!11' .,1
JUN 0 5 1997
,IIIH.__D 5 2000
1�1ant el Perez, P.F. Plans }a ui ner 11
Product Control Division
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE STANu. \RI) CONDITIONS
1 1 1 • t , \ t 1 . • \ . 1 . .: 1 ' , \ • i
: JUN 0 5 2000
1. IZenettal of this Acceptance (apprutal) , ;hall he considered alicr ;h IeneN% :11 application has been Tiled .1nd u.r lu „uhal
submitted documentation, including test supporting data, en!gineernh, documents, are no older than ei_�ht (St ■ ears.
;1nv and all approved products shall be permanently labeled tt idh t11e manufacturer's name. city, state. and the follott ine,
statement: "Dade County Product Control i \pproved ",•ur as specifically stated in the specific conuitiuns of this
Acceptance.
- r
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida 13uildii g 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) lithe Acceptance holder has pot complied tvith 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, andlor manufacture oldie product or process shall automatically he cause
for termination of this Acceptance, unless prior written a Pproyal 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 Dade County, Florida, and followed by the expiration date
may be displayed in advertising literature. If any portion oldie Notice of Acceptance is displayed. thee, it shall he dune
in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall he provided to the
user by the manufacturer or its distributors and shall be available Iilr inspection at the job site at all 111110. llie copies
need not be resealed by the engineer.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
9. This Acceptance contains pages 1, 2, 2(a) through 2(d) and this last page 3.
(terns 1 0 , 1 1 & 1 2 listed 1,c1ovv onI\'a 1 tl\ to (+Tred troducls and doers
10. l Inless specifically indicated in the Acceptance .(applovall. this unit is approved as a single unit inr,ta!Iatum. For
multiple installation of this unit, a separate Acceptance for mullions is required from the Product Conti uI Section
1 1. The spacing of fasteners at window sills shall be as indicated in Section •1 of this Notice of Acceptance. The spacing, of
fasteners in all other parts of the frame. shall be as indicaterl•in Section •1 of this Notice o1 Acceptance. but in 00 case
shall exceed 2.1" on center. The lira fastener shall be Jocated :11 a maximum of 6" from each corner and nmllil n or
stile. Fastener shall fully penetrate the buck. \■hick shall he the sante size as the one tested Itith the unit. No wood or
plastic shields or pins shall be used for anchoring.
12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention. Chapter 36 of the South
Florida Building Code. •
Mai 1cl Perez. P.E. flans Ex ;ln(tin r II
Product Control 1)it•isinn
l• :NL (.)F'1111S A(•C1.! 1'ANcj•:
6.000
1
STEP 1
STEP 2
-STEP 3
STEP
STEP 5
.STEP
ti
1 -. 2.000 —1
INSTRUCTIONS;
USE CHARTS AND GRAPHS AS FOLLOWS.
DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88.
FOR PARTICULAR OPENING_
USE DADE COUNTY APPROVED GLAZING PRODUCTS
MEETING ABOVE LOAD REQUIREMENTS_
USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL
SPECIFY MAXIMUM SHILL SPACING_
USING GRAPHS ON SHEET 2 SELECT MULL/ON SIZE WITH
DESIGN RATING MORE THAN DESIGN /DAD SPECIFIED
IN STEP I ABOVE
USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS
ON SHEET 2. SELECT ANCHOR TYPE ICH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
TYPICAL
GLAZING PRODUCT
1 X 2 X 1 /8"
ALUM TUBE
2.000 3.000-
4.000 —
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
1 X 3 X 1/16 X 1/8
ALUM TUBE
1 X 4 X 1/16 X 5/32
ALUM TUBE
1.000
PRODUCT RENEVVED
- 5 _ oz -zoo
ACCEPTANCE No.
v ATION DATE
BY
B
•. DUCT CO NFILOL DI VI T F FiCE
.. D E �p,2pL1AN C - '
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
NOTES:
1. ALL GLAZING PRODUCES USED WITH THESE MUWONS MUST
MEET THE APPLICABLE DADE COUNTY REQUIREMENTS
LE WIND LOAD, AIR & WATER INFILTRATION. FORCED ENTRY
RESISTANCE.. SAFEGUARDS ETC.
2 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL COVERING (STUCCO. TILE ETC.)
3. ANY CONDTIIONS NOT COVERED IN THIS SUBMITTAL SUBJECT
TO SEPARATE ENGINEERING REVIEW.
4, ALL MULLIONS TO BE ALLOY 6063 -T5.
APPROVED AS COMPLYING WET}! THE
SOUTH FLORIDA BUILDING CODE
OA
BY
PROD! ONTF.OL [NM I°
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO n 1'- 17 -() I
ENGINEER HUMAYOUN FAROOD
PE 1 16557
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drawing no.
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1'x2 - x1/B ALUn_ TUBE
Y. m III I
inuniumaumnum
20 30 413 50 68 70 B0
TRIBUTARY VIDTH - INO-cES
ANCHORS
TYPE AA B. OR C
HORIZONTAL MULLION
TRIBUTARY WIN = Wl + W2
2
TYPICAL MULLION ARRANGEMENTS
MULLION LOAD CHART
11.
111111 ■ ■
MAIIMMEIMM
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PRODUCT
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PRODUCT
V1
ANCHO
TYPE A.B. OR C
VERTICAL MUWON
V2
TRIBUTARY WIDTH = W1 + w2
2
20 30 40 S0 60 70 80
TRIBUTARY WIDTH - INCHES
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NO STEEL SCIXAR
20 30 40 S8 6E 70 80
TRIBUTARY WIDTH - INCHES
ANCHOR LOAD CHART
20 317 48 SD 60 70 B0
TRIBUTARY vIDTH - IN..> - ES
APPROVED AS CO "=PLYING 1Y■TH THE
SOUTH FLORIDA BUILDING CODE
DAT : L
BY i I.
N
•
s
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al
CT CONTROL iWISI •
E COMPLIANCE O
•
►"MULLION LOAD CHART
Ilk
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ENCINE k HUL AYOUN FAROOQ
PE / 16557
N 0 4 1996
PRODUC G. TROL D;V!S;ON
BUILDING CODE COMPLIANCE OFFICE
OFFFICE
ACCEPTANCE NO �Z
m
20
30 40
TRIBUTARY
NC
MULLION LOAD CHART
2 x4 - x1 /8 ALUn. TUBE ,b ._w►
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.
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12' M� _
„0 ■„■ ■I'111■■■
20 30 4 S0 60 70 80
TRIBUTARY WIDTH - INCHES
ANCHOR LOAD CHART
' "„`-.,.■in nNC ORS TYPE 8
11111 •\1111111►v11 ■ ■ ■ ■ ■■
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vIOT ko tt iumt wE IBUTARY
.k.CCEPTANCE -OIOt'OZ
. EXPEP.ATION DATE
1'k Loo L
20 30 ' 40 SO 60 70 80
TRIBUTARY WIDTH - INGT- €S
ANCHOR LOAD CHART
SO 60
WIOTH -
7D 80
IM]-ES
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drawing no.
M95 -08A
s heet 2 of 3
2.000
2 X 2 X 1/8"
ALUM ANGLE
14 S.U.S.
2/ ANGLE
MU WON
MU WON
2 X 2 X 1/e"
ALUM ANGLE
2 -5/8" LONG
Y 1
1500
MIN
•
f 14 S.M.S.
1 -1/4" MIN_ E?(BED INTO WOOD
1/ ANGLE
d:
2 X 2 X 1/8
ALUM ANGLE
f 14 S.M.S.
2/ ANGLE
MULLION
—MULLION
2 X -2 X 1/8 -
ALUM ANGLE
2 -5/8" LDNG
L500 ----1
MIN
ANCHORS TYPE 'B'
1 14 S_M.S_
1-1/2 MIN. EMBED INTO WOOD
2/ ANGLE
2.000
1
I WN
L625
.718
3.000
—.125 TYP
MULLION ELI P (ALT_ TO ANGLES)
THIS CUP TO FLOAT INSIDE MULLION
(NO SIDE : ASTF_NERS REQD_)
3.000
MULLION
MIN
2 X 2 X 1/8
ALUM ANGLE
>4 14 S_M_S_
3/ ANGLE
—MULLION
1
ANCHORS TYPE 'C'
2 X 2 X 1/8
ALUM ANGLE
3 -5/8" LONG
—1.500 —
Ml N
NOTCH WOOD BUCK
TO ACCOMODATE CUP ANGLES
TO MASONRY
•
• �
Q
CONCRETE OR
CONC. FILLED BLOCKS
G•
1/4" TAPCON
1-1/4 MIN. EMBED
2/ ANGLE
3.000
Mu+
asikaarommeamai
PRODUCT RENEWED
ACCEPTANCE No_ q o l O t- O
EXPIRATION DATE
1'
BY
P • 1 DUCT CONTROL DIVIS
BUIL / • DE COMPLIANCE
CE
WOOD BUCKS NOT BY SECURITY ALUM- MUST
5USTAI 1QADS IMPQ$ED
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BU;LDING CODE q�7/�
DAT i1a 19_ ..s 2
BY t . / / .. •.
PRODUCT OYTROL DIV'S:ON If
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO - 9 - l 2.13 -61
ENGINEER: HWAYOUN FAROOQ
PE f 16557
407
i
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(n
0
0
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0
a1
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0
0
0
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00
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drawing no.
M95 -08A
C ?hcct 3 of 3 3
M IAM 1 -DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Security Windows & Doors
5100 NW 72 Ave.
Miami FL 33166
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:99-0712.05
Expires:07 /11/2002
Approved: 08/26/1999
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
MIAMI -DADS 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 -
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (3(15) 375 -2558
CONTRACTOR ENFOPCEM ENT SECTION
(305) 375-2966 FAX (305) 375-2908
PRODUCT CONTROL DIVISION
Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339
Series 2]OO Aluminum Single Hung Window
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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime 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 BCCO that this product or material fails to meet the requirements of the South Florida Building
Code.
Raul Rodriguez
Chief Product Control Division
THIS IC TI-f ADDITIONAL P Fnn SPECIFIC AND GENERAL
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 Dade County, Florida under the conditions set forth above.
l
rancisco Quintana, R.A.
Director
1 of 3 Miami -Dade County
Building Code Compliance Office
Security Windows and Doors
ACCEPTANCE No.: 99- 0712.05
APPROVED AUG 2 6 1999
EXPIRES ,Iuly 11, 2002
NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS
1. SCOPE
L1 This renews the Notice of Acceptance No. 97- 0924.13, which was issued on July 16, 1998. This
approves an aluminum single hung window as described in section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code, (SFBC), 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 2100; Aluminum Single Hung Window, and its components shall be constructed in
strict compliance with the following document: Drawing No. W99 -48, titled "Series 2100 Alum.
Single Hung Window," Sheet 1 thru 3 of 3, dated 06/16/99, signed and sealed by Hurnayoun
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 of an aluminum single hung window, as shown
approved drawings.
4. INSTALLATION:
4.1 The aluminum single hung window and its components shall be constructed in strict compliance
with the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane
protection system.
5. LABELING
5.1 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 ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by two copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 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.
6.1.3 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.
I l e . .. . _A IPIL:t i
, f
Man u
Produ
Perez, P.E., Product Con
- Control Division
Examiner
Security Windows and Doors ACCEPTANCE No_:
9. This Acceptance contains pages .1, 2, this last page 3.
APPROVED
EXPIRES July 11, 2002
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
Manuel P
Product trol Division
END OF THIS ACCEPTANCE
rf
99-0712.05
AUG 2 6 1999
1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been
filed and the original submitted documentation, including test supporting data, engineering
documents, are no older than tight (8) years.
2. Any and all approved products shall be pemhancntly labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Produce Control Approved ", 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) iviisuse of this Acceptance as an endorsement of any product, for sales, advertising or
any other purpose.
6. The Notice of Acceptance number preceded by the words 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 times. The engineer does not need to reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal
of Acceptance.
. E., Product Contrai •aminer
MATERIALS LIST
ITEM NO.
PART NUMBER
QUANTITY
DESCRIPTION
MATERIAL
MANF. /SUPLIER /REMARKS
1
050 -00 -367
1
HEAD
6063 -T6
ALUMAX
2
050 -00 -375
1
SILL
6063 -T6
TIFTON
3
050 -00 -366
2
JAMB 16063 -T6
ALUMAX
4
050 -00 -164
1
VENT TOP 6063 -T6
TIFTON
5
050 -00 -492
1
VENT BOTTOM 16063 -T6
ALUMAX
6
051 -00 -160
2
VENT SIDE
6063 -T6
TIFTON
7
050 -00 -119
1
MEETING RAIL
6063 -T5
TIFTON
8
-
-
-
-
-
9
012 -00 -832
AS REQD_
FRAME ASSEMBLY SCREW
-
IJ 8 X 3/4" SMS
10
050 -00 -000
AS REQD.
VENT ASSEMBLY SCREW
-
# 8 X 1" SMS
11
047 -00 -008
4
WOOLPILE VENT SIDE
-
AMESBURY
12
-
-
-
-
-
13
050 -00 -000
AS REQD.
ACRYLIC BASED GLAZING COMPOUND
-
SCHNEE MOREHEAD 5555
14
007 -10 -016
2
SWEEP LOCK 0 7" FROM ENDS
ZAMAK
MARBOLLO INTL
15
004 -00 -003
AS REQD.
ROLL FORMED SCREEN FRAME
-
OPTIONAL
16
048 -00 -002
AS REOD.
FIBERGLASS SCREEN MESH
-
-
17
046 -16 -005
AS REOD.
SCREEN MESH ROLL VINYL
-
-
18
WV -8502
AS REQD.
BULB WEATHERSTRIPPING
VINYL
WIBORG
19
-
-
-
-
-
20
WV -2205
1
FLAP SILL
VINYL
WIBORG
21
046 -16 -030
1/ JAMB
BLOCK AND TACKLE BALANCE
-
WINDOW COMPONENTS
22
2
CLOSED CELL FOAM PAD
-
1"X2"X1/4" AT EACH CORNER
23
AS REOD.
ROLL FORMED GLAZING BEAD
-
ALUMINUM
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
, 0
4 4 .
c
G
C
1/2" DRAIN NOTCH
AT FACH END OF
4
d o
Q a a
a
0
TYPICAL ANCHORS:
3/16 TAPCONS (BY ELCO) OR
EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE.
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 CONC. OR MASONRY
SEALANT:
ALL FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION
SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SEALANT,
FIXED MEETING RAIL AT ENDS SEALED WITH GE SILICONE.
WOOD BUCKS NOT BY SECURITY WINDOWS. MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1BY OR 2BY
WOOD BUCK
a
3/8" MIN.
TYP. GLASS BITE
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
FLA. PE # 16557
VENT WIDTH
D.L OPG_
EXTERIOR
WINDOW WIDTH
1/4" SHIM
MAX.
!1ROL DIVISION
TYPICAL ANCHORS
SEE CHART FOR SPACING
- \
SOUTH 1 OR1DA e !LUING C 1E
Lr
APPROVED AS COMPLYING WITH THE
13Y
PRODU
BUILD:; ?G CODE COMPLIANCE 0 FICE
p - L- O
'C
:I-T i;L'E NO._ —
41 •
C
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to
-
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(13 D o
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CC W O <
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0
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0
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a)
0
0
0
l
0
N
L
drawing no.
W99 -48
0
rn
1.19'3
1.012
1.350
2.177
.062
FRAME HEAD
.812
L .969
1.109 -°j
F� .938 —I
L__
I
F1- ---- 2.125
.062
1.387
MEETING RAIL
P i
1.187
1.637
.062
VENT TOP RAIL
VENT BOTTOM RAIL
2.327 — °1
5
1 .982
r . 062
.937
1.375
L
SASH SIDE RAIL
1.250
F--- -1.375 —
FRAME TOP CORNER
FRAME BOTTOM CORNER
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
FLA. PE b 16557
VENT TOP CORNER
VENT BOTTOM CORNER
APPROVED AS COMPLYING WITH THE
SOUTH F.ORIDA 8 ;LOIN CODE E
1
DA
BY
PR.ODU C t;OL DIVISION
COMPLIANCE OFFICE_
BUILDING CODE
ACCEPTANCE NC
)
0
0 L7
Z _
O
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i
W
O
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w
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0
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0
a)
0
0
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drawing no.
W99 -48
J
DESIGN LOAD CAPACITY - PSF
DOOR DIMS.
PANELS WITH
3/16" TEMP GLASS
PANEL
WIDTH
DOUR
HEIGHT
EXT.
1NT.
2/6
60.0
123.4
3/0
C
60.0
110.2
3/6
60.0
101.7
4/0
5/0
60.0
96.4
4/6
60.0
93.5
5/0
60.0
92.6
2/6
60.0
97.4
3/0
60.0
85.7
3/6
6/0
60.0
77.8
4/0
60.0
72.3
4/6
60.0
68.6
5/0
60.0
66.1
2/6
60.0
85.4
3/0
60.0
74.6
3/6
60.0
67.2
4/0
6/8
60.0
62.0
4/6
58.2
58.2
5/0
55.5
55.5
2/6
60.0
68.6
3/0
-°-
59.3
59.3
3/6
52.9
52.9
4/0
8/0
48.2
48.2
4/6
44.7
44.7
5/0
23 3/4'
41.7
41.7
SLIDING GLASS DOOR SERIES 3000
COMPARATIVE ANALYSIS CHART
BASED ON FTL -1303 OF 05 -09 -96
TEST SIZE = 227 -3/4" X 96" (OXXX)
TEST LOADS = +65.0, -65.0 PSF
DESIGN LOADS = +43.3, -4.3.3 PSF
WATER INFILTRATION TEST = 9.0 PSF
TESTED GLASS = 3/16" TEMPERED.
REINFORCING
3/4" X 3/4" ALUM TUBE IN EACH BOTTOM RAIL
/2'
4'
4'
NOTES:
1. WOOD BUCKS BY OTHERS. MUST BE
ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
2. ANCHOR CONDmONS NOT DESCRIBED
IN THIS APPROVAL TO BE ENGINEERED
SEPARATELY.
Engr. DR. HU`AAYOUN FAROOQ
STRUCTURES
FIA PE f 16557
1997
WITH F., "- FR:.'':ED AS COMPLYING L�I.n TN;
SOUTH FLG t:DA BUILDING CODE
OATr 1 1
TANIOgn
81
PRODU Ot>TROL DIV;S V
BUILDING •CODE COMPLIANCE OFFICE
ACCEPTANCE NO9A-N2K. 01
1
O
O
c
0
j
.Li
c
r
0
0
1n
.n
a,
O
U
O
0
x
0
0
•
a
r - �
s
a ;
.0
drawing no.
W96 -27
sheet 1 of 3�
& PRODUCT DESIGN
17 - 1 /'t 19.U.
1/4
227.3/4' F.W.
Allik
/4'
v
C
/
-T---T
21 1
22
r
D
J , 9
X
X
1/2'
X
45
13 L
X
15'
-°-
6'
4
24'
23 3/4'
23 3/4'
24'
24'
24
24' 23, 3/4
23 3/4'
6'
SLIDING GLASS DOOR SERIES 3000
COMPARATIVE ANALYSIS CHART
BASED ON FTL -1303 OF 05 -09 -96
TEST SIZE = 227 -3/4" X 96" (OXXX)
TEST LOADS = +65.0, -65.0 PSF
DESIGN LOADS = +43.3, -4.3.3 PSF
WATER INFILTRATION TEST = 9.0 PSF
TESTED GLASS = 3/16" TEMPERED.
REINFORCING
3/4" X 3/4" ALUM TUBE IN EACH BOTTOM RAIL
/2'
4'
4'
NOTES:
1. WOOD BUCKS BY OTHERS. MUST BE
ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
2. ANCHOR CONDmONS NOT DESCRIBED
IN THIS APPROVAL TO BE ENGINEERED
SEPARATELY.
Engr. DR. HU`AAYOUN FAROOQ
STRUCTURES
FIA PE f 16557
1997
WITH F., "- FR:.'':ED AS COMPLYING L�I.n TN;
SOUTH FLG t:DA BUILDING CODE
OATr 1 1
TANIOgn
81
PRODU Ot>TROL DIV;S V
BUILDING •CODE COMPLIANCE OFFICE
ACCEPTANCE NO9A-N2K. 01
1
O
O
c
0
j
.Li
c
r
0
0
1n
.n
a,
O
U
O
0
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0
0
•
a
r - �
s
a ;
.0
drawing no.
W96 -27
sheet 1 of 3�
& PRODUCT DESIGN
# 10 SMS 1 -3/8' MIN. WOOD EMBED
— OR 3/16' TAPCONS IN PAIRS
1 -3/8' MIN. EMBED (TOTAL)
1/4'
r 1 r - I
✓ T— - - -�—� - 1 r T—� - - -y— - - - -7- 1
I I I I
L J L J
FRAME WIDTH
BUCK OPENING
20
r
I I
I I
- I /1 1 / l / I
L - -- J
r—
i
SECTION OF SLIDING GLASS DOOR
1
7- 1
l
J
1/4' MAX.
SHIM
I/
1 BY OR 2 BY
WOOD BUCK
a'
d
- 4
-
c
a
Engr. DR. HUM FAROOQ
STRUCTURES AYOUN kPPROVED AS COh1PLYING WITH THE
FiA PE 16557
:01M1 FLORIDA BUILDING CODE
OAT /0E 1991
BY
'EOM TROL PLS ON 4
3UILDING CODE COMPLIANCE OFFICE
kCCEPTANCE 0P - 6s<ZgL 1
0 11997
In
0
} J Q)
_ Z L7
w
(./) cr)
CD
0
0
0
•
♦ J
0
1
drawing no.
W96 -27
(sheet 2 of 3
r
U
MATERIALS LIST
ITEM NO.
DESCRIPTION
PART NUMBER
COMMENTS
1
HEAD
050 -00 -109
2
TRACK
050 -00 -420
MILL FINISH
3
JAMB
050 -00 -437
4
LOCK STILE
051 -00 -384
S
INTERLOCK
051 -00 -504
6
JAMB STILE
051 -00 -384
7
MEETING STILE
051 -00 -442
8
TOP RAIL
051 -00 -383
9
BOTTOM RAIL
051 -00 -383
10
11
12
13
14
PANEL ASSEMBLY SCREW
012 -00 -130
#10 X 1" PHPH SMS
15
3/16" CLEAR TEMPERED GLASS
16
17
WHEEL ASSEMBLY
037 -00 -015
18
3/16" GLAZING VINYL
046 -00 -052
19
FIXED PANEL CUP 3/ PANEL
ALUM. W/ # 6 X 1/2" TEKS SCREWS
20
1 X 3/4 X 3/16 X 5 LG. ANGLE
21
3/4 X 3/4 X 1/8" SQ. ALUM TUBE
22
23
L/H INTERIOR PULL W/ NIGHT LATCH
007 -00 -005
24
R/H EXTERIOR PULL W/ LOCK KNOCKOUT
007 -00 -006
25
KEEPER
007 -00 -033
26
27
WOOLPILE
047 -00 -014
28
BULB VINYL
046 -00 -027
• 29
FLAP VINYL (TOP RAIL)
046 -00 -015
30
FLAP VINYL (JAMB)
046 -00 -030
31
FLAP VINYL (INTERLOCK)
046 -00 -017
32
CLOSED CELL FOAM PAD
050 -00 -000
33
HURRICANE ANGLE ANCHOR SCREW
012 -00 -130
#10 X 2" FHPH SMS
34
INSTALLATION FASTENER
012 -00 -130
#10 X 2" FHPH SMS
A •°
• ° e
4 .
# 10 SMS 1 -3/8' MIN. WOOD EMBED
DR 3/16' TAPCDNS IN PAIRS
1 -3/8' MIN. EMBED (TOTAL)
A d ° 1 BY DR 2 BY
a G ° WOOD BUCK
d
°.
A'
d
•
• ° d
1/4' MAX.
SHIM
0
G a
P
3/16' TAPCONS
1 -3/8' MIN. EMBED
SECTION OF SLIDING GLASS DOOR
WITH 2 1/4" OVERALL SILL HEIGHT
WATER TEST 9.00 psf(430.9pa)
NOTE:
FRAME CORNERS, INSTALLATION SCREWS AND PANEL CORNER SEAMS
TO BE SEALED WITH WHITE AND /OR ALUMINUM COLORED SEALANT.
Engr. DR. HUMAYOUN FAROOQ
STRUCTURES
FLA. P5 # 16557
0 1 1997
APPROVED AS COMPLYING WITH THE
>CUTE FLORIDA BUILDING CODE
. . 0 .5 1 9Cr
3Y WRY
/
°RCDU NTROL DIV
WILDING CODE COMPLIANCE OFFIC
ACCEPTANCE N0q(p - NZR, 0 1
C
c
O
0
0
.n
0
0
0
•
0
0
0
. l
2
J
drawing no.
W96 -27
sheet 3 of 3