271 NE 101 St (2)MIAMI SHORES VILLAGE
BUILDING DEPARTMENT /
305- 795 -2204 ��/
Buildjng Inspection Request CA
Date 3- Pi
Type Insp'n -) A/1'� - tC.v w
6p a5-�3K
Permit No.
Name
Address
Company
Phone #
Inspection Date
Correction
Re- Insp'n Fee
' 7/ f e /D /s7
t&
2., 66 340e
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204 �
• Bujlcling InspectiI quest \ \
Dated 1) .. e_, ��
Type Insp'n W L1 no I
1
Permit No. 'l JP 05 - 536
Name S C J 2e
Address
Company 2 NE 100-
Phone #
Inspection Date P—
Correction
Re- Insp'n Fee
BUILDING
PERMIT APPLICATION
FBC 2001
- -J
Permit Type (circle) : uilding Electrical ' umbing
EX -13,z2
Owner's Name (Fee Simp - Titlehol
Owner's Address 21 1 E ID) ':
Cit 1-1 '►ten ' t)C tate
Tenant/Lessee Name
Job Address (where the work is being done)
City Miami Shores Village
Is Building Historically Designated YES
Contractor's Company Name
Contractor's Address 3 ( el - ) ` .
City (\ ■ Co-A; State
Qualifier i CckrdO .
State Certificate or Registration No. Certificate of Competency No.
Architect /Engineer's Name (if applicable)
$ Value of Work For this Permit
Type of Work: ❑Addition EAlteration ZNew ❑ Repair /Replace ❑ Demolition
Describe Work:
am
G
Total Fee Now Due $
(Continued on opposite side)
K �- � �,la w-
N W . 3SI-
270
Scanning $ � Radon $
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
County Miami -Dade
qd - ! \
NO
" • - Permit No.
ter Permit N
Phone
Zip
Phone #
Phone #
V05-57D
Zip
echam y �
7 ink
P 1 16 r )1 #`� //IC 3. VS - 301 - S 1 I S •
Zip
Square Footage Of Work:
cN ti 6Use (A lcr.tpS Aztvo
* * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * *# * * * * * * * **
*Fees * * * * * **
CCF $ l , (40 CO /CC
Submittal Fee $ 5 0 Permit Fee $ �®
Notary $ Training /Education Fee $ t _ 6 Technology Fee $
Zoning Bond $
Code Enforcement $ �^ Structural Plan Review. $
1
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. t 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 rei ection fee will be charged.
Signatur
wner or Agent / T Contractor
The for : • in inst ment was acknowledged before me this e foregoin instrument was before me this
y:. 1 `:�
da �j 20 y �r . day of , 205 , by
oi s p rsonally known to me or o has produced who is personally k own to me or who has produced
As identification and who did take an oath. . ; identificOMP d wlkyje t ke an oath.
" :E s i o n DD gds
P Jp _ 23984
NOTARY
i
Print:
My Commission Expires:
APPLICATION APPROVED BY:
Chc 05/13/03
Griririyi 'i itBLIC:
Commission #DD323870
•
**** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Signature
ay 26, gital
Bonded Thru
nding Co ,1? nt:
My Commission Expires:
****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
D
Plans Examiner
Engineer
Zoning
Florida Department of Highway Safety & Motor Vehicles
Division of Driver Licenses
TEMPORARY DRIVING PERMIT
DL' #: E245720661700 License Type: B
Name: RICARDO , , ESCALANTE
DOB: 05/10/1966 Sex: M
Addr: 3617 NW 36 STREET LOT 17
City: MIAMI FL 33142 - 4934
Height: 5 -7
Issued: 04/28/2005 Expires: 05/28/2005 Period:
Motorcycle: Restrictions:
Remarks:
BY THE AUTHORITY OF:
SANDRA C. LAMBERT, DIRECTOR
DIVISION OF DRIVER LICENSES
Signature)
Endorsements:
30
ISSUED BY: } /f
DRIVER LICENSE 0 .� S06
12601 Northwest 42 Avenue
Opa Locka, FL 33054- 5116
PHOTOCOPIES ARE NOT VALID. MUST HAVE ORIGINAL SIGNATURES
"NOT FOR IDENTIFICATION PURPOSES"
http: / /www.state.fl.us/hsmv
/438
Miami Shores Village
10050 NE 2nd Avenue
Printed: 5/2/2005
Applicant: CARL PAULSEN
Owner: PAULSEN CARL
JOB ADDRESS: 271 NE 101 ST
Contractor K & R GLASS & MIRROR INC
Local Phone:
Parcel # 1132060134810
Signed: (INSPECTOR)
Building Permit
Phone: 305- 795 -2204 Permit Number: BP2005 -538
Contractor's Address: 3617 NW 36th ST
Permit Status: APPROVED Permit Expiration: 10/12/2005 Construction Value: $2,700.00
Work: WINDOWS IMPACT RESISTANT
Page 1 of 1
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 19 & W1/2 OF LOT 20 BLK 35 LOT SIZE
Fees: Description Amount
FEE2005 -5387 Building Fee $220.00
FEE2005 -5388 CCF $1.80
FEE2005 -5389 Training and Education Fee $0.60
FEE2005 -5390 Notary Fee $5.00
FEE2005 -5391 Technology Fee $5.50
FEE2005 -5392 Scanning Fee $12.00
FEE2005 -5393 Submittal Fee ($50.00)
Total Fees: $194.90
Total Fees: $194.90
Total Receipts: $0.00
p4 /D
Signed: (Contractor or Builder) BY:
.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.
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street/address:
2. Description of improvement:
Notary Publ
Print Not
My commission expire ::
TAX FOLIO NO.
$C,4 ,rtzl $ al) 1016 se6eAll 01/ t,U1 trckO L
J'Z ft
on OE (0( •
3. Owner(s) name and address:
g 1 N F1 I O I ►--) 1 a► �I 'b►'�s �1
11111111111111111111
CFN 2005R0371749
OR Bk 23271 ' F9 1452; (1 p 9 )
RECORDED 04/14/2005 10:57:31
HARVEY RUVIHr CLERK OF COURT
MIAMI —DADE COUHTYr FLORIDA
LAST PAGE
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address: 4 0.� ` ' i rr0►-
Ao n N W ? - r`J /arc, -r� .
5. Surety: (Payment bond required by owner from contractor, if any) l
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
diff�t' nt/date is,spe•' _d)
r
Signa(ure of Owner
Print Owner's Name pcao & 5ec
Sworn to and subscribed before me this /c?' day of
STATE OF FLORIDA, COUNT OF DADE '
1 HEREBY CERTIFY that this is a tr e spy o1 the
or :I fit this office on " 7 d
, AD 2003
TRIES my hand and Official Seal.
HAR �� � � , 0 of Circuj ounty Cowls
Prepared by 4
, 20 _OS
Address- [ 1 r\ � V (
Ginn H. Gonell �� O 1 c ll
'mmtssion
DD323870
y 26, 2008`
Bonded Thru
mg Co., Inc.
33 ►
i 1A-frLt 7c"t_y
,AAJ 41g-t$
I'incQI)JJ(C►L CON-IratO►I NOTICE ICI OF ACCEi ACCEPTANCE
OS(it) N.W. 75 Street
3316(1
c oNTRAcrorc rrca:�xr�c: scc:rr
1303) 37.25:7 FAN (305) 3) {.2
(•Oy ru:\(: ra)I 1 :NI•OI(CI:AIr:N•r un rxr
(300) 375.2%(, r•,\\ (305) 375.:
11(( )u ( :ONrr(o,.1)1 ISr
Your application for Notice of Acceptance (NOA) of: (3u >l )�; .,',1n rnx 13u5) J73.h
Series 300 Aluminum Horizontal Sliding Window
under Chapter 3 oldie Code or 'liami -Dade County governing the use of i \Ilernate Materials and Types (
tf. istruction. and completely described herein, has been recommended For acceptance by the Miami -Dad.
County 13161(161 Code Compliance ()nice (13CCO) under the conditions specified herein.
•
This NOi\ shall not be valid alter the expiration date stated below. BCCO reserves the right to secure tl•
product or material at any time From a jobsitc or manulacturcr's plant for quality ci)ntrol• testing. .11 tl)
product Or lnalcrial fails to per•lorm in the approved manner, BCCO may revoke, nlod1l:y, or suspend tl
use or such product or material immediately. 13CCO reserves the right to revoke this approval, if it
drterrruncd I)\• 13CCO that this product or material (ails to meet the requirements of the South I:Ioric
Building Code.
, \I'I'It.()VEI): 1)I/0.1/201)I
11s04 500011 pc 1 0001 1 1e , nplaceslnotice accepunce cover page.dot
Itllct'nc1 111:111 :Illllrecc' IInt11t1 :1Nr1'�lliuil�li,�nrn.r.•nnli„o .•
The expense or such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 00 -1 107.02
EXPIRES: 1)1 /04/2006
•
MIAMI -DADS COUNTY. FLORA!
METRO -DADE FLAGLER EUILDII
nUlLUING Colt: CUI\II'L1,\NCU OFF'
NII :1 -I)AI )I: 1'(.A(;1.I:i( UUILI)l
1.11) 1\• f F1.A( ;I.ER STREET. SUITE 1,
I'll, \III. 1:1.01(II):\ 33130.1
()l15) ±75.m)1 FAN 1303) 375 -2
Raul Rodriguez
Chief Product Control-Division
'CIIISIS_I Iii: COVERSI1 Err, SEE ADDITIONAL I'AGi?S FOR Si'CCIFIC AND GENERAL
CONDITIONS
I1111LDINC: 1 t!: PROD :Jr:1 ).�Y I. :ti' corif\l
This application IJr Product Approval has been reviewed by the I3CCO and approved by the l3uildin'
Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions sc
lone' above.
j - /O
Francisco J. Quintana. R.A.
Director
rvtianli -Dade County
Utiilding Code Compliance Ji;licr
Pino Windows Corporation
•
•
1;\PIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of
Acceptance, designed to comply with thc South Florida Building Codc (SFI3C), 1994 Edition for
Miaini-Dadc County, for the locations where the prcssurc requirements, as determined by S113C
Chapter 23, do not cxcccd the Dcsign pressurc Rating valucs indicated in thc approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series 300 Aluminum horizontal Sliding Window and its components shall bc constructed in
strict compliance with the following documents: Drawing No W00 -47, titled "Scrics - 300 Alum.
lioriz. Sliding Window Shccts I through 8 of 8, prcparcd by Al- Farooq Corp., dated 10/27/00,
signed and scaled by 1-lumayoun Farooq, P.C., bearing the Miami-Dade County Product Control
approval stamp with the Notice of Acceptance number and approval date by the Miami -Dadc
County Product Control Division. These documents shall hereinafter bc rcfcrrcd to as the approved
drawings.
3. LIMITATIONS .
3.1 This approval applies to single unit applications only, as shown in approved drawings.
3.2 For Design Pressure Rating vs. Window Size, see "Dcsign Load Capacity" tables corresponding to
each glass thickness, sill height and anchor option, as shown in approved drawings.
4. INSTALLATION
4.1 •The aluminum horizontal sliding window and its components shall bc installed in strict compliance
with the approved drawings.
4.2 Hurricane protection systcm (shutters): the installation of this unit will require a hurricane
protection system.
5. LABELING
5.1 Each unit shall bcar a permanent label with thc manufacturer's namc,or logo, city, state and
following statement: "Miami -Dadc County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall bc accompanied by copics of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copics of the approval drawings, as identified in Scction 2 of this Notice of
Acceptance, cicarly marked to show thc components scicctcd for the proposed installation.
6.1.3 Any other documcnts rcquircd by thc Building Official or thc South Florida Building Codc
(SFBC) in order to properly cvaluatc thc installati f this st n
2
ACCEPTANCE No.: 00- 1107.02
APPROVED
JAN 0 4 2001
. IAN 0 4 2[1[15
ono us sy cr .
Man cI l'crcz, P.E. Product of QI Examine
Prod Control Division
Hui ■N ►nUO\VS l ur 1U1 I1
purpose.
ACCEPTANCE Nt,.:
Al ° \ ' El)
JAN O 4 ZOp1
i.• PI►tES : JAN 0 200G
NOTICE OF AC :CEP•1'ANCE: STANDARD CONi)ITIONS
1. Itcncwal of this Acccptancc (approval) shall be considered after a renewal a 'plic t tion has bccn files
and the original submitted documentation, including test supporting data,.cn ;inccrinl; documents,
no older than eight (S) ycars.
7 . ,"%ny and all approved products shall be permanently labeled wills the manul• cturcrs Hanle, city, S(:t'
and the following statement: "Miiami - Dade County Product Control Appro% :d ", or as specifically
:.tatcd in the spceific conditions of this Acccptancc.
3. Renewals of Acccptancc will not bc considered if:
a) There has been a change in the South Florida Building Code a ffecting; tlt :evaluation of this
product and the product is not in compliance with the code changes;
1)) The product is no longer thc same product (identical) as the one originally approved;
c) lithe Acceptance holdcr has not complicd with all the requirements of this acceptance, includin
the correct installation of the product; •
d) The engineer who originally prepared, signed and scaled the required documentation initially
submitted is no longer practicing the engineering prbfcssion.
4. Any revision or change in thc materials, use, and/or manufacture of thc product or process shall
automatically bc cause for termination of this Acccptancc, unlcss prior writtcn approval has bccn
rcqucstcd (through the filing of a revision application with appropriate fcc) and granted by.this offic
•
5. Any of the following shall also bc grounds for removal of this Acccptancc:
• a) Unsatisfactory performance of this product or process.
I!) tl�.;X...rct.j;;c ?r•. of any 'produci; Cor sates, advcitising or any other
G. tithe Notice of Acccptancc number preceded by the words Miami -Dadc County, Florida, and follow
by the expiration datc may bc displayed in advertising litcraturc. if any portion of thc Noticc of
Acccptancc is displayed, then it shall bc done in its entirety.
7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shr
bc provided to the user by the manufacturer or its distributors and shall bc available for inspection
tin: job site at all time. The engineer need nut reseal the copies.
S. Failure to comply with any section of this Acccptancc shall bc cause for Ic•mination and rcntoval r)
Acceptance. .
. This Notice of Acccptancc: consists of pages I, 2 and this gas zagc
/
Manuel ercz, P.i.. Product Cont ul xanti
Product ontrol Division
END O TIimS ACCEPTANCE
D a t e 10 -13 -4 b Job Address X71 Ale 101 Street Tax Folio 1 ? ' 3.06 -013
_ 16
Legal Description Historically Designated: Yes
Owner/Lessee / Tenant "1 Q r I Gl ` aU) Sen
1-f 3773
Owner's Address 71 NE 101 Stl'eef Phone (o)75
Contracting Co CC COL-1 q 754 f I sT(J Q kb Nd /OA4(dress `7 I '73 I W 6i ,Street
Qualifier 10.V; CI bi re✓11oo'r S Phone (505) 513-&365 /1
Ins. C (. ) 7 - 0 79'7
wner and/or Condo President
OWNER'S FIDAV
laws re atine onstru
Signature
`?! • s . • wner an
ondo President Date
My Commission Expires:
c ove 1 Martin Lipton
$ o ,,, <6 Commission # CC 734749
Cek Q Expires May 30, 2002
j� ` � � BONDED THRU
OF *N.- ATi. ANTIC. BONDING CO.. INC.
FEES: PERMIT LID RADON
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
5 ,G8
State # Municipal # Competency #
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): UILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION nn5f aIICI + +,ori Of I- ocF us ' d
lriow �rerrh d00r3 S 1- hor, 4o l - 1
(oi(ins wi odows (tfeir )
Square Ft. Estimated Cost (value) 42400,00
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.
: I certi that all the foregoing information is accurate and that al work will
lion and zo ' g. Furthermore, I authorize the above -named con : ; : to do
t0' p ,i7e14
Date Signatur or Owner - Builder
of Contract
My Commission Expires:
4 ,sky PL Martin Lipton
a o ,;., Commission # CC 734749
n��f Q Expires ti THRU
jri o
4 OF FV ATLANTIC BONDING CO.. INC.
8D
C.C.F. / - NOTARY
Master Permit #
as to ontractor or l er- Builder
done in compliance with all applicable
work stated.
BOND
No
10 -13_g8
Date
11 -5 -98
Date
TOTAL DUE 1
APPROVED: �y �j{�
Zoning Building ( l G v Electrical
Mechanical Plumbing Engineering
.b=
WINDOWS • DOORS • SHUTTERS
NAME: Ca A:N . Iseli
ADDRESS: 2,7( 10
CITY: SlIcre-5 COUNTY:
PHONES: HOME:75q AOFFIcE:
INSTALLER::
6 7TYPE OF INSTALLATION:
DIAG RAM
CONTRACT DATE: /0/ I 2-
CONTRACT NUMBER: 3i-i2-02,
MEASURE DATE: id/ 2 ha i
SALESMAN:Ie- t )th4 s-
erenor,
Cloo;s PaJia °car ')
pawe kofrNato
4,h69141z,.3 — I nleriOr ti\k ;
fre eftA of) OOKING: OUTSIDE/IN
FRONT OF HOUSE
t
•
•
McTR.o •DADS
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Security Aluminum Windows & Doors
5100 N.W. 72 Avenue
Miami, FL 33166
Acceptance No.:95- 1213.01
Expires:01/02/99
MULLIONS REGULAR
Approved :01 /02/96 -
METROPOLITAN DADE-COUNTY. FLORIDA
METRO-DADE FLAGLER BUILDING
BUILaNO cone Co MVltutceor
s`utre teo3
nEntoamoe r Ant an autumn
the WEST RAniga srREET
MIAMI. FLORIDA 33C04553
(305) 3764807
FAX (305) 3154008
PRODUCT CONTROL SECTION
(305) 375.7802
FAX (305) 3734338
Your application for Product Approval of
Aluminum Tube Mullions (non - reinforced)
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted by:
Applicant, along with Drawing No. M95 -OM, Streets 1 tbrn3 of 3. (for lisring,.see Sectiom
8 of this Notice of4ccepmnce)
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
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 falls to perform ia:the approved manner, ttie Code
Compliance Office may revoke, modify, or suspend the use of such product or materit l immediately, The
applicant shall re- evaluate this product or material should a 5me ndments to the South'Florida Building
Code be enacted affecting this product or material The Building Code Compliance OBice'reserve6
the right to revoke this approval, if it is determined by tbe'Building Code'Compliance Offtradiat this
product or material fails to meet the requirements of the South Florida Building Code. The of
such testing will be incurred by the manufacturer. ;
guez
Product Control - Supervisor
TIES IS THE COVERSHE1 T, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE LOMM1T'TEE
This application for Product Approvsl has been revrnwwed'bjt the Metropolitan Dade Countic Building
Code Compliance Departnent and approved bythe Building Code Committee to_be used in Dade
County, Florida under the conditions set forth above.
ger.
Director
Building Code Compliance Dept.
Metropolitan Dade County
• Security Aluminum Windows & Doom
ACCE"'•ANCE No.: 95- 121101
APPROVED : JAN 0 2 1996
EXPIRES : JAN 0 2 1999
NOTICE. OF ACCEPTANCE: PTANCE: SPEC FIC CONDITIONS
1. DESCRIPTION OF UNIT
1.1 This approves a structural mullion system for the windows specified below, designed to comply
with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the
pressure requirement, as determine by ASCE 748 "Minimum Design Loads for Buildings and
Others Structures ", do not eireeed the Design Pressure Rating values in Section 7 and within the
limitations cantaiaed in Section 3.
1.2 Model Derivation SeeurXyA/undnum Windows & Doors Aluminum Tube Mullions
(Non - reinforced). To be used to support only windows and/or doors with a current Notice of
Acceptance.
2. MATERIAL CHARACTERISTICS •
2.1 The structtual mullion consists of an extruded aluminum rectangular tube of 1/16 ", 1/8" & 5/32"
wall thickness. • Tube Srmerisions are: 1' x 2 ", 1' x 3 ", 1" x 4 ", 2" x 4" or 2" x 6
Tube material is aluminum alloy 6063 -T5.
The ptoPer ies of the head, jamb or sill members are not added to the properties of the mullion.
2.2 Tested specimen:
A side - by Bide configuration, consisting of two 37" wide x 96-1/2" high Doral Patio Door units
mulled togetder.
Overall dimensions: 6' 3' wide x r 0-1/2" long overall
3. LIMITATIONS
3.1 This. approval applies to structural mullions to be installed vertically or horizontally, as shown in .
Section 10:
2.2 Mullions are to be used only to support windows and/or doors,.wsth a current Notice of Acceptance.
3.3 The `meztrnuit mullion span (length) shall be: 144" max. for 2' x 6" mullion, this dimension is reduced
for smaller sire mu lions. •
•3.4 For Design Pressure _Rating vs. Mullion length, sloe "Mullio Ch
n Load arts" for each mullion size (1" x
27,1" x r, I" x 4"',2".x or 2" x 6") on Sheet 2 of 3, Drawing No. M95-08A, bearing the Dade County
Product Control approvalstamp. .
3.5 For.ertchozing condition, see "Asachor Load chart" for each anchor type (A, B or C) on Sheds 2 and 3
of 3. Drawing No M95 -0&A, beansig the Dade County Product Control approval stamp. • •
3.6 Both mullion (size and span), as well as anchor ( type) selected design pressure rating, per load charts.
must `meet or mooed the Pressure requuament for the opening in which it is to be installed.
3.7 Window sizes and design pressures are to be limited to those appearing on Charts referenced above and
listed in their individual Notices of Aa•"
//t /i$P j an8 x
Man P.E. P amino II
Product Control Division
TEST
TEST LOADS
DESIGN LOADS
UNIFORM STATIC PRESSURE AT DESIGN LOADS
SFBC PA 202-94 NEGATIVE
-102.0 PSF
MTL -16605
-102.0 PSF
MIL-16605
UNIFORM STATIC PRESSURE AT FULL TEST LOAD
SFBC PA 202-94 NEGATIVE
-153.0 PSF
MTL -16605
-153.0 PSF
MTL -16605
LARGE MISSILE IMPACT TEST
SFBC PA 201-94
SATISFACTORY
FTL -1350
CYCUC WIND PRESSURE TEST
SFBC PA 203-94 (4,500 cycles)
+97.0 PSF
FTL -350
+97.0 PSF4- - • -
, FTL -1350
CYCLIC WIND PRESSURE TEST
SFBC PA 203-94 (4,300 cyder)
-97.0 PSF
FTL -1330
-97.0 PSF
FTL -1350
-
This is a verification test only. For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" and for
Design Pressure Rating vs. Anchor type, see "Anchor Load Charts" both on Sheet 2 of 3, of Drawing No. M95 -08A.
bearing the Dade County Product Control approval stamp.
Security Aluminum Wip • •cos & Door1
-2a-
ACCE' ONCE No.: 95- 121101
APPROVED : JAN 0 2 1996
EXPIRES : JAN 0 2 1999
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
4. INSTALLATION:
4.1 Vertical or Horizontal Applications;
4.1.1 Anchor Type A
Two 2" x 2' x 1/8" x 2 -5/8" long aluminum clip angles (one on each interior side of the tube)
secured at each end of the mullion (totaling 4 clip angles) with one leg, using two #14 SMS, two per
angle, spaced 2" apart; and the other leg anchored to a 2x wood buck using one #14 SMS x 1 -1/4"
embed or with one 3/16" x 1 -3/4" Tapcon (1 per angle) directly into a precast concrete sill with a
minimum embedment of 1 -1/2 ", as shown on Section "Anchor Type "A ", Drawing No. M95 -08A,
Sheet 3 of 3, bearing the Dade County Product Control approval stamp.
4.1.2 Anchor Type B
Two 2" x 2° x 1/8° x 2 -5/8" long aluminum clip angles (one on each interior side of the tube)
secured at each end of the mullion (totaling 4 clip angles) with one leg, using two #14 SMS, two per
angle, spaced 2" apart; and the other leg anchored to a 2x wood buck using two per angle #14 SMS
x 1-1/2" min. embedment, spaced 2" apart minimum, as shown on Section "Anchor Type "B ",
Drawing No. M95 -08A, Sheet 3 of 3, bearing the Dade County Product Control approval stamp.
4.1.3 Anchor Type C
Two 2° x 2" x 1/8" x 3 -5/8" Tong aluminum clip angles (one on each interior side of the tube)
secured at each end of the mullion (totaling 4 clip angles) with one leg, using three /114 SMS, three
per angle, spaced 1-1/2" apart; and the other leg anchored (with wood block notched out) directly
into concrete or to a concrete filled block with two 1/4" x 1 -3/4" Tapcon (2 per angle) with a
minimum embedment of 1 -1/4 ", spaced 3" apart minimum, as shown on Section "Anchor Type "C ",
Drawing No. M95 -08A, Sheet 3 of 3, bearing the_Dade County Product Control approval stamp.
4.14 Mullion Clio (Alternate to Clip Angles)
A double tee shaped mullion clip with 3" base, 15/8' long double legs (to fit inside tube), 1/8° wall
thickness and the length cut to fit tight inside the long side of tube, may replace the two - clip - angles
conditions described above. This mullion clip shall be.anchored to the structure as one of the.tttree.
types A, B or C mentioned above and does not need to be fastened to the mullion tubes but
pehnitted to just float inside the mullion. See Drawing No. M95 -08A, Sheet 3 of 3, bearing the
Dade County Product Control approval stamp.
4.2 For anchoring requirements of each window installation, please see Section 4 of each window's
individual Notice of Acceptance. Minimum anchoring of window's perimeter framing to transom mullion
shall be #10 SMS spaced at 4" from ends & 18" o.c.
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 Building Code.
4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have
adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered
compatible shall be properly protected.
0.urt r
Man erez, P.E. PI a xaminer 11
Product Control Division
Security Aluminum WO '9ws & Doors
5. IDENTIFICATION
5.1 Each mullion shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Dade County Product Control Approved ".
7. TESTS PERFORMED
NOTICE OEACCEPTANC.F: SPECIFIC CONDITIONS
6. USE
6.1 Application for building permit shall be accompanied by two copies of the following:
6.1.1 This Notice of Acceptance, with mullion and anchor options indicated.
6.1.2 The Notice of Acceptance of each window or door attached to mullion.
6.13 Completely dimensioned drawing showing size and location, including height above grade
of openings to receive mullion & windows or doors, mean roof height, length and width of building,
6.1.4, Manufacturer's installation instructions.
6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the
permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite
at all time.
63 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure
requirement of the opening in which it is to be installed.
6.4 Note; This mullion can be installed as part of an impact resistant unit.
RESULTS
EXPIRES : JAN 0 2 1999
ACCE' ANCE No.• 95- 121101
APPROVED : JAN 0 2 1996
- 2b -
Manu Perez, P.E. P
Product ontrol Division
Security Aluminum Wt Ewa & Doon ACCT ANCE No.: 95- 1211.01
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: Sill:MEW CONDITIONS
JAN 0 2 1996
JAN 0 2 1999
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202-94
along with installation diagram of window prepared by Miami Testing Laboratory, Test Report No.
MTL- 16605, dated December 7, 1995, signed and sealed by David Gale Ober, P.E.
8.1.2 Test reports on 1) Large Missile Impact Test, per PA 201-94
2) Cyclic Wind Pressure Test, per PA 203-94
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1350, dated December 12.
1995, signed and sealed by Gilbert Diamond. P.E.
8.2 Drawing:
8.2.1. Drawing No. M95 -08A, Security Almnmum Windows, "Mullion Details " Sheets 1 thru 3 of
3, prepared by A1- Farooq Corporation, dated 0929/95, revision A dated 12106/95, signed and sealed
by Humayoun Farooq, P.E.
8.2.2 Manufacturer's die drawings and sections.
8.3 Calculations:
8.3.1 Structural mullion and anchorage calculations prepared by A1- Farooq Corporation, dated
09/27/95, revised on 12/07/95, signed and sealed by Humayoun Farooq, P.E.
9. COMPARATIVE ANALYSIS: See "Mullion Load Charts" and "Anchor Load Charts" on Drawing
No. M95-08A, Sheet 2 of 3, bearing the Dade County. Product Control approval stamp.
10. TYPICAL MULLION SYSTEM CROSS SECTIONS: For mullion system cross sections, use
Shat 1 of 3 and for anchoring details, sae Sheet 3 of 3, of Drawing No. M95 -08A, bearing the Dade t
County Product Control approval stamp.
Security Aluminum Winder. &I II ' rCEPTANCE N0.: 91- 121101
APPROVED • JAR 0 ? 199E
EXPIRES : JAIL 0 2 1999
Nfn'rir'R. OF ACCEPTANCE STANDARD CONDmf1N.(
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 doeumeNS, are no older than eight (8) years.
2. Any and alt approved products shall be permanently labeled with the manufacturer's name, city, state, and the following
statement "Dade County Product Control Approved' or as specifically stated in rite specific conditions of this
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) lithe Accepts= bolder bas not compiled with all the requirements of this acceptance. including the
tarred installation of the product
d) The engineer wbo.miglnally prepared, signed and sealed the required documentation initially submitted , is
no longer practicing the engineering profession.
4. Any revision or change in the materials, ttse, endlor mmuficture of the product or process shall automatically be cause
for terminadon of tlsls Acceptance, unless prior written approval has been requested (through the filing of a revision
application with appropriate fee) and granted by this oltiee.
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 thls Acceptance as an endorsement of any product, for ale, advertising or any other purposes.
6. The Notice of Acceptance atwitter preceded by the words Dade County. Florida, and followed by the expiration date
may be displayed m advetising 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 due manufacturer or its distributors and salt be available for inspection at the job site at alt tines The copies
need not be resealed by the engineer.
8. Failure to comply with any section of this Acceptance shall be MSC for termbistioa and removal of Acceptance.
9. This Acceptance contains pages 1, 2, 2(a) t6uough 2(c) and this last page 3.
Items 10.11 & 12 listed below only apply to g)axed products and doors
10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For
multiple installation of this tmit a separate Acceptance for mullions is required tram the Product Control Section.
I I . The sparing of fasteners at window stir shall be as tested. The spacing of fasteners in all other parts of the frame, stall
be as tested, but in no core salt exceed 24- on caner. The fast fastener shall be located at a maximum of 6" from each
comer and mullion or stile Fastener shall Polly penetrate the buck, whidn shall be the same size as the one tested with
the unit No wood or plastic shields or pies shall be used for anchoring. See section four (4) of this approval for sizes of
fasteners used in testing.
12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South
Florida Building Code.
END OF THIS ACCEPTANCE
• 3 -
Peres, P.E. Plans iner 11
Product Control Division
1
INSTRU DNS:
STEP 6
Fes-- -2A00_J
WIC&
WINDOW FRAME
TYPICAL
GLAZING PRODUCT
1 X 2 X 1/8
ALUM TUBE
Ma RI
IrealINIE
111W ism
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL.
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
USE CHARTS AND GRAPHS AS FDLLOWS.
DETERMIF E DEIGN LOAD REQUIRED PER SCE 7-88.
FOR PARTICULAR OPENING.
USE DADE COUNTY APPROVED GLAZING PRODUCTS
MEETING ABOVE LOAD REQUIREMENTS.
USE COEINECIION TO IMJJON AS PER PRODUCT
APPROVAL
SPECIFY MAXIMUM .�Y, SPACING.
USING GRAPHS �
IMM SHDA � y
ON SHEET 2 SELECT MULLION SIZE TTH
DESIGN RATING MORE THAN DESIGN LOAD SPECIFXD
IN STEP 1 ABOVE
USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS
ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN WADS SPECIFIED IN STEP 1 ABOVE.
1 X 3 X 1/16 X 1/8
ALUM TUBE
1 X ALUM TUBE
X SL32
3
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MUWON PROPERTIES ONLY
NOTES;
1. ALL G IAZING PRODUCTS USED WITH THESE MULLIONS MUST
MEET THE APPUCABLE DADE COUNTY REQUIREMENTS
LE WIND LOAD. NR a WATER INFILTRATION. FORCED ENTRY
RESISTANCE;, SAFEGUARDS ETC.
2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
WALL COVERING (STUCCO, 111E ETC.)
3, ANY CONDMONS NOT COVERED IN THIS SUBMITTAL SUBJECT
TO SEPARATE ENGINEERING REVIEW.
4. ALL MULLIONS TO BE ALLOY 6063 -15.
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
OA _ 192
BY t2iii
NTROL DIYISIO
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO a - 121
DICINEFR MUWYOUN FAR000
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MULLION LOAD CHART
1 A.(M. R }
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20 30 40 50 60 70 80
TRIBUTARY VIO'TH - INCHES
TRIBUTARY WIDTH = WI + WI
2
m
B1
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m
m
m
ICELCALIAILLIDILIBEARGEMENIS
MULUXIN LOAD CHART
1
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■
MOM
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20 30 40 50 60 70 80
TRIBUTARY WIDTH - INCHES
TRIBUTARY WIDTH = WI + M2
2
PLLLIOr! LOAD CHART
3d
8
20 30 40 50 60 70 80
TRIBUTARY MOTH - INCHES
m
m
ANCHOR LOAD CHART
20 30 40 50 60 70 80
TRIBUTARY MOTH - INCHES
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATE'rAAJUAR 1
BY
PRODUCt L OIVSi0N
BUILDING CODE p COMPLIANCE %TICE
ACCEPTANCE N0. " 121341
VI
PILLION LOAD CHART
2 xl - xl/B - ALUM.
TUBE
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mumummummmamm
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mmiummit
wimmummimmim
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20 30 4 0 50 60 70 80
TRIBUTARY VIDTH - WOES
FOR ANCHORS D SCRIPT1ON SEE SHE 3 OF 3
m
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TRIBUTARY MOTH - INCHES
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(sheet 2 of 3
2 X 2 X 1/8'
AWM ANGLE
14 S.M.S.
2/ ANGLE
MULLION
MUWON
2X 2X 1/a'
AWM ANGLE
r
ANCHORS TYPE 'A'
• a:
4•
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1 -1% EMBED um
; 2/ ANGLE
14 SJLS.
PRECAST SILL
CONC.
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'GONG. 3/IG MW. EMBED
1/ ANGLE
ANCHORS 'TYPE 'B'
2 X 2 X 1 /8
AUIM ANGLE
f 14 S.U.S.
ANGLE
2 X 2 X 1 /a'
AL1JM ANGLE
2 -5 /8 LONG
.
A'
•
4•
4 .
ad:
14 sus.
1- 1/2' MIN. EMBED INTO WOOD
7ANNGIE
.Q
•4 .
L6
3.000
MULUOIt CUP KT. To ANGLES)
THIS CUP 10 FLAAT RISIDE MIJWON
(NO SIDE FASTENERS RENO.)
! 14 SJI S.
3/. ANGLE
ANCHORS 'TYPE 'C'
I �
MIN
-- 1
� a•
CONGREIE OR
IN , CONC. FILLED BLOCKS
2X2X
ALUM ANGLE
MUWON
2 X 2 X 1/6
ALUM ANGLE
3-5/8 LONG
1.500
NOTCH WOOD BUCK
TO ACCOMODATE CUP ANGLES
TO MASONRY •
4•
1/4' 0 TAPCON
1 -1/4 MIN. EMBED
2/ ANGLE
WOOD BUCKS NOT BY SECURITY ALUM. MUST
SUSTAIN LOADS IMPOSED,
APPROVED AS COMPLYING WIN ME
SOUTH FLORIDA BUILDING CODE
, DAT '' It
PROUD . Dlw.sroN
BUILDING CODE COMPUANCE OFFICE
ACCEPTANCE Fa.9S- 1213.61
INCINEER HUINIOUN FAR000
PE f 16857
4 1996
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(sheet 3 of 3 3
N=T o -{]40E
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Security Windows & Doors
5100 NW 72 Ave.
Miami FL 33166
Your for Product Approval of:
Series 2100 Aluminum Horizontal Sliding Window (HS -C45 with high sill)
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted by:
Applicant, along with drawing prepared by Security Aluminum Windows & Doors, Job No.
98 -149.
has been recommended for acceptance by the Building Code Compliance office to be used in Dade
County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions
on page 3.
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
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, the Code
Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The
applicant shall re- evaluate this product or material should any ammendments to the South Florida Building
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the
the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.: 98-0709.01
Raul Rodliguez
Product Control Supervisor
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
Expires:07 /10/99
Ap proved: 07 /30/98
' - tn• — n' r.. 'I - r- 1- �rnn.• •-nlinn /•nm
CONDITIONS
BUILDING CODE COMMITTEE
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
.'I k•, /....
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
PRODUCT CONTROL DIVISION
(305) 375-2902
FAX (305) 372 -6339
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
1• :1•,
•
s D anger,
Director
Building Code Compliance Dept.
Metropolitan Dade County
Security Windows& Doors ACCEPTANCE No.: 98- 0709.01
APPROVED Ati 0 1998
EXPIRES July 10, 1999
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance, No: 94- 0107.04, which was issued on February 14, 1994. It
approves an aluminum horizontal sliding 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 aluminum horizontal sliding window and its components shall be constructed in strict
compliance with the following documents: Drawing with Job No. 98 -149, titled "2100
H.R.W.(XOX/XO /OX)," prepared by Security Aluminum Windows & Doors, dated July 2, 1998,
sheets 1 through 4 of 4, 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 only, as shown in approved drawings.
4. INSTALLATION
4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance
with the approved drawings.
4.2 The installation of this product 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 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.
Man
Produc
Perez, P.E:, Produ
Control Division
ontrol Examiner
Security Windows& Doors
ACCEPTANCE No.: 98- 0709.01
APPROVED : JUL 3 0 1990
EXPIRES July 10, 1999
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
I 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
( 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 THIS ACCEPTANCE
- 3 -
Man el Perez, P.E., Producg bntrol Examiner
Produ 'ontrol Division
• COMPARATIVE ANALYSIS CHART
1
DESIGN LOAD CAPACITY - PSP ( XOX SIZES )
1
WINDOW DIMS.
p AN S
AT HEAD/ SILL
OPTION 'A
OPTION 'B'
VIDTH
HEIGHT
EXT.
INT.
EX T.
INT.
)
\ 1 TI
74'
85'
97'
109'
1Il'
26'
7
11
66.6
66.6
69.7
121.4
F
8
1
66-6
66.6
69.7
121.4
8
.
66.6
66.6
69.7
116.4
9
•
66.6
66.6
69.7
116.5
9
66.6
66.6
69.7
114.4
74'
85'
97'
109'
Ill'
38 -3/8'
7
66.6
66.6
69.7
90.4
8
66.6
. 66.6
69.7
90.0
8
66.6
66.6
69.7
78.9
9
66.6
601
69.7
78.9
9
66.6
58.6
69.7
77.5
74'
85'
97'
109'
111'
50 -5/8'
7
66.6
66.6
69.7
68.6
8
58.2
582 _
69.7
68.2
8
50.5
50.5
67.5
59.8
•
9
44.3
44.3
65.4
59.8
9
43.5
43.5
64.3
58.8
74'
85'
97'
109'
111'
63"
7
53.9 •
53.9
56.7
55.1
8
46.3
46.3
51.9
51.9
8
39.9
39.9
48.1
48.0
9
35.1
35.1
45.5
45.5
9
30.8
30.8
450
45.0
T
1
L r
1
1
1
1 1
\ \
\
\ \
\ •
\ \
, \
)
\ 1 TI
III
11
1
1
1
1
F
1
1
COAIPAE1ATIVE ANALYSIS CHART
DESIGN LOAD CAPACITY - PST ( X0 OR OX SIZES )
VI OTH
HEIGHT
74'
26 -1/2'
37'
53 -1/8'
60'
74'
26-1/2'
37'
53 -1/8'
60'
74"
26 -L /2'
37'
53 -1/8'
60'
74"
38 - 3/8'
50 -5/8'
63'
164OR
AT 1 /SILL
5
3
4
5
5
5
3
4
5
5
5
3
4
5
5.
5
OPTION A
EXT.
66.6
666
66.6
66.6
66.6
66.6
66.6
66.6
63.5
50.6
66.6
66.6.
53.3
46.5
37.0
66.6
63.5
42.1
36.7
29.7
IN T.
66.6
66.6
66.6
66.6
66.6
66.6
66.6
66.6
63.5
50.6
66.6
66.6
53.3
46.5
37.0
65.9
63.0
42.1
36.7
29.7
OPTION 'B'
Exr.
69.7
69.7
69.7
69.7
69.7
69.7
69.7
69.7
69.7
69.7
69.7
69.7
69.7
69.7
63.0
69.7
69.7
56.7
52.0
455
IN T.
1244
1244
1244
117.6
114.4
1082
103.4
90.0
79,7
77.5
82.0
78.4
68.2
60.4
58.8
65.9
63.0
54.8
48.5
45.5
GLASS: (x0 OR 0X)
OPTION A' - OSB -ANN. IN VENT
3/16" -ANN. IN FIXEO LITE
OPTION 'B - 3/16' -ANN. IN VENT
3/16' -ANN. IN FIXED UTE
GLASS WIDTH TO BE EQUAL IN VENT AND FIXED UTE
XO OR OX
TYPICAL ELEVATIONS
GLASS: (xox)
OPTION 'A = DSB -ANN. IN VENT
3/16" -ANN. IN FIXED UTE
OPTION • 8 • = 3/16 -ANN. IN VENT
1/4' -ANN. OR 3/16` TEMP. IN FIXED UTE
VENT WIDTH TO BE APPROX. 1 /4' OF WINDOW WIDTH
SERIES -2100 ALUMINUM SLIDING WINDOW
COMPARATIVE 'ANALYSIS CHART
BASED ON MIL -15855
TEST SIZE = 109 -1/8' X 63' (XOX)
VENT WIDTH 27 -3/4'
TEST LOADS = +68.0. -68.0 PSF
DESIGN LOADS = +45.3. -45.3 PSF
WATER INFILTRATION TEST = 10.5 PSF
TESTED CLASS = 3/16- -ANN. IN FIXED UTE
OSB -ANN. IN VENTS
NOTES
1. WOO, BUOLS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
2. ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
THIS ORA/TING AND CHARTS ARE NOT PART OF CURRENT
DADE COUNTY N.O.A.
USE IMPACT RESISTANT SHUTTERS
HERE REQUIRED BY CODE
Eby OR !6A1A/OUN F ROGO
STRuCTURES
RA. PEI 16557
JUL 1 31998
C
a
7
v
a
m
O
2
U
0
a
0
N •
M n
W " o
< 0
< < 1
i0
� m� 0
N O
to.d 1 - •.
a n -
n
0
0
n
n
e
r-�
A
c
drawing not
W98 -52
f�1.001 nT 7 1
VANDOW HEiCHT
TYPICAL ANCHORS
SEE ELEv. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1 BY OR 2 BY
W000 BUCK
O
W000 BUCKS NOT BY SECURITY WINDOWS. MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM ANO TRANSFER THEM TO THE
BUILDING STRUCTURE.
ANCHORS: •
INTO 2BY W000 BUCKS OR WOOD STRUCTURE
3/16" TAPCONS WITH 1 -3/8' MIN. PENETRATION INTO WOOD
INTO .1 BY W000 BUCKS OR INTO MASONRY
3/16' OIL TAPCONS WITH 1 -1/4' MIN. EMBED INTO MASONRY
1.000
I BY OR 2 BY
w000 BUCK
STD. MEETING RAILS
v000 BUCKS NOT BY SECURITY
MUST SUSTAIN 01POSED LOADS _
114' SHIN .
MAX
TYPICAL ANDIORS
4 PER JAMB
C
N
I I �I
' ch.
2 Et
U
z w 1
• ;
O 0 m ,
F t; ` 2
^
0 a
O.. X
O u,
Co) uj Q
W z h O
0 0 .
] < <
0 a 0:
n —.o
C ui 0 0
a D ;
z.y t SI
1 Z U )
un
a (J
>r
a
0
r'+
drow.ng no.
W98 -52
2
TYP.
TYP. •
TYP.
MAX. SPACING
JAMBS / TYP. 17
6 '
27 3/4"X59 1/4"
MAX. VENT SIZE
D.S.B ON VENT
1 HEAD&SILL 1 D
- up. I MAX. SPACING
6' t° 19 3/4' TYP. _-- TYP.
TYP:
109 1/8' MAX. FRAME WIDTH
INSTALLATION FASTENERS �\
CAM LOCK @ EA. FIX MEETING
RAIL 7' FROM EA. END.
o--- 49 1/2' CLEAR OPENING
M
AX.
3/16" ANNEALED GLASS
FIX LIGHT
z
W
d
O
ce
X
Zr
C)
T U U O CAL ELE V A U E oON (A
HS -C45 WITH HIGH SILL
MTL #15861 / MTL #15855 / MTL #15827
2100 HORIZONTAL ROLLING WINDOW
(OX / XO / XOX) `
27 3/4'X59 1/4"
MAX. VIEVT SIZE
D.S.B ON VENT
TYP. - ,TYP.
THE FIRST FASTENER SHALL BE LOCATED AT MAXIMUM. OF 6" FROM EA. CORNER.
THE SPACING OF FASTENERS SHALL BE AS SHOWN ABOVE
MIN. PENETRATION OF FASTENER SHALL BE AS SHOWN IN . PAGES 2 & 3
TYP.
z
Q
DESIGN LOAD RATE FOR SIZE TESTED
m
D Tc
45.3 PSF
N D ADDITIONAL DESCRIPTION
FLANGE TYPE FRAME.
UNIT TESTED WITH .A 3" HIGH OVERALL INTERIOR SILL FLANGE
APPROVED AS . COMPLYING WITH . THE
SOUTH FLORIDA BUILDING CODE 9i
..�
BY
PRCDUC CC' ROL D!V €S:ON
BUILDING .CODE COMPLIANCE OFFIC
ACCEPTANCE NO et D ? O' . O f
DATE 7 -2 -98
SCALE:12 =3/4
DWG. 6Y:JG
CHIC. eY:
JOB 140_:98 -149
W N
2
Z
zonto
rz
� 1
N } <g
003
0
vmga
w
a
0
0
SHEET 1 OF 4
— 1 1/8'
1X1 /2'FOAM PAD BETWEEN
FIXED AND MEETING RAIL
1 X 1/4" WEEP HOLE
5" FROM ENDS 13 3/4"
O.C.
.4.
2.1250
2:1240
SECTION OF H.R.W. WINDOW
2" X 4" WOOD BUCK
1/4" SHIM TYP.(MAX)
2" X P.T. WOOD BUCK OR
1" X P.T. WOOD BUCK
SEE JAMB DETAIL FOR
ANCHOR SPECIFICATION
ON . PLASTIC ROLLER IN
PLASTIC HOUSING AT
EACH END OF EACH VENT
BOTTOM RAIL
3/16" DIA. _TAPCON
WITH 1 1/4" EMBEDMENT
INTO MASONRY (TYP.)
INSTALLATION
I4.
MATERIALS LIST
ITEM NO.
1
2
3
PART NUMBER
050 -00 -366
050 -00 -220
050 -00 -367
4
050 -00 -119
051 -00 -160
5
8
9
13
14
15
16
17
18
19
21
22
• 24
HEAD
SILL
JAMB
DESCRIPTION
END RAIL
FIX STILE
VENT T/B RAIL
VENT PULL
FRAME ASSEMBLY SCREW
051 -00 -165
INSTALLATION SCREW
GLAZING BEAD
SCREEN FRAME
SCREEN MESH
ROLLERS
SWEEP LOC<
BULB VINYL
FLAT VINYL
FLAT VINYL
FLAT VINYL
SILL ADAP
PILE W /FIN SEAL
MTG. STILE
GLASS
CREW
ALLOY/TEMP
6063 -T6
6063 -T5
6063 -T6
6063 -T6
6063 -T6
6063 -T6
6063 -T6
004 -00 -008
050 -00 -012
6063 -T6
050 -00 -102
046 -00 -050
046 -00 -017
046 -00 -030
046 -00 -038
051 -00 -353
047 -00 -001
COMMENTS /MANUFACTURE /QUAN.
TI ETON/ 1
TiFTON/ 1 .
ALUMAX/2 .
TIFTON /1 PER VENT
ALUMAX /1 PER . VENT .
TIFTON /2 PER VENT
TIFTON /1 PER . VENT
#8 X 3/4" PHPH SMS /AS REQUIRED
SEE PG. 2 /AS . REQUIRED
.0085 ROLL FORM/ T iF ON /AS REQUIRED
TIFTON /1 PER VENT OPENING
SECURITY/ 2 PER VENT
SECURTIY (7" FROM EA. END)/ 2 PER VENT
WIBORG/ 0 FIX RAIL AS REQUIRED
WIBORG ® FRAME JAMBS AS REQUIRED
WIBORG /01 FRAME SILL AS REQUIRED
WIBORG/ 0 FLAP VALVE
10.45 psf. WATER TEST 3" HT./TIFTON /1
AMESBURY /0 TOP & BOTTOM RAIL AS REQUIRED
8 X 1 SMS/ AS REQUIRED
SEE ELEVATION/ AS REQUIRED
A?PP.O D A S CCMPL'eNG WITH THE
SOUTH FLORIDA BUILDING CODE
DATF ' 19 •
?RCOU ^ . TROL DiVIS ON
BUILDING G CODE COMPLIANCE OFFICE
t:D 71-0 �' 01.
W
U
CL
• 1 1/8'
2 X WOOD BUCK
7 1/4" MAX. SHIM
• #10 SHEET METAL SCREW 1.3870
• •
WITH 1 1/2" EMBEDMENT
INTO 2X BUCK WOOD (TYP.)
• INSTALLATION
FRAME WIDTH (4A X.)
CLEAR OPENING - -
SECTION OF H.R.W, WINDOW
1.63
^-
1.188
7
1.3870
SCHNEE MOREHEAD 5555
ADHESIVE BEDDING • .
COMPOUND
. ' c= 0 I C=I g• 0 • 0
GLAZING DETAIL / FULL SCALE
• .312
GLAZING
.0084 ROLLED
GLAZING BEAD
1 X WOOD BUCK
3/16" DIA. TAPCON .
WITH 1 1/4" EMBEDMENT
INTO MASONRY (TYP.)
INSTALLATION
r 3/8'
APPROVED AS COMPLYING VI:TH THE
SOUTH FL P.M BUILDING CODE
9f
DAT-
SY ref
PRODUCT VNTROL DIVISION
BLIIIDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO. 9
n?
#"8x 3 /q
p1 -5_
A R REt
SEALANTS:
FRAME . CORNERS, INSTALLATION SCREWS
TO BE SEALED WITH SCHNEE MOREHEAD 5504
dr6 x 34q
rKS
A R E U\LE
FRAME CONSTRUCTION:
HEAD STRAIGHT CUT W/ 2 #8X3/4 SMS 0 EA. SIDE
SIL STRAIGHT CUT W/ 3 #8X3/4 SMS . 0 EA. SIDE
JAMBS NOTCH AS SHOWN
APPROVED • AS COMPLYING WTr THE
SOUTH OR!OA BUILDING CODE 9 (�
BY
PROM CP ' ROL DWYIS:OII
BUILDING CODE - COMPLIANCE OFFICE
ACCEPTANCE NO ' 2'" 0 707.0]
w
0
z
I OATE: 7 -2 -98
IOWG. BY:JG
BY:
0
L' NO.:98 -149 —i
!SHEET 4 OF 4
4,
FROM :.SECURITY ENGINEERING
MIAMI•DADE
Acceptance No.:98- 0928.03
Expires:09 /14/01
Approved: 10 /29/98
FAX NO. : 305 592 7447 Nov. 03 1998 04:24PM P2
MIAN11 -DADS COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING;
BUILDING CODE COMPLIANCE OFFICE
METRO•OAOE FLAGLER BUILDING
14() WEST FLAGLER Srl2Eer. SUITE 1603
MIAMI. FLORIDA 33)30 -1563
(305) 375 -2901 FAX (305) 375.2908
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Security Windows & Doors CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375.2558
5100 NW 72 Ave.
Miami FL 33166 CONTRACTOR ENFORCEMENT 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 Dural 3 Outswing Aluminum Patio Door
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted by:
Applicant, along with .Drawing No. W98 -71, Sheets 1 thru 4 of 4. (This NOA renews NOA
No. 94- 1117.01.)
has been recommended for acceptance by the Building Code Compliance office to be used in Dade
County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions
on page 3.
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
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, the Code
Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The
applicant shall re- evaluate this product or material should any ammcndments to the South Florida Building
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the
the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.
-l-
Raul Rod iguez
Product Control Supervisor
THIS 1S THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the.conditions set forth above.
s anger,
Director
Building Code Compliance Dept.
Metropolitan Dade County
4 r ,...p .,qor— 1,10 (!www h.rilriiorcntlennlinc.rnm
FROM : SECURITY ENGINEERING
FAX NO. : 305 592 7447 Nov. 03 1998 04:24PM P3
Security Aluminum Windows & Doors ACCEPTANCE No.: 98- 0Q28.03
APPROVED : ST 2 9 1998
EXPIRES : September 14. 2001
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the notice of Acceptance No. 94.1117.01, which was issued on September 14, 1995. It
approves an outswing aluminum door, 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 Doral 3 Outswing Aluminum Patio Door and its components shall be constructed in
strict compliance with the following documents: Drawing No. NV98 -71, titled "Series Doral 3
Aluminum Out -Swing Door ", prepared by A1- Farooq Corporation, dated September 2, 1998, sheets 1
1 through 4 of 4, 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 pair of doors and single door only, as shown in
approved drawings. Single door units shall include all components described in the active leaf of
this approval.
4. INSTALLATION
4.1 The outswing aluminum door and its components shall be installed in strict compliance with the
approved drawings.
4.2 The installation of this product will require a hurricane protection system.
5. LABELING
5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the
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 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.
(2.11,U.P
Man I Perez, P.E., Productgtrol Examiner
Prod ntrol Division
FROM : SECURITY ENGINEER
J '
. FAX NO. : 305 592 7447 Nov. 03 1998 04:25PM P4
ACCEPTANCE No:: `
Secur A {uminum Wi 6: Doors OCT 2 9 19Pq
APPROS%ED
EXPIRES : September T4, 2Q .L
4TICE 0� ACGF,I''I' NCE: S'T'ANDARD CONDI'T'IONS
d the
I Rencwa! of this Acceptance (approval) shall be considered data l docu l menun a ra no older than
original submitted documents. including test - supporting
(8) years.
d the
2. Any and all approved products shall be permanentl�uclb
App Approval", a or P as , spec "rtieally
stated the
following statement: "Miami -Dade County Pro
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 ild ng Code affecting the evaluation of this product
and the product is not in compliance with the
the The If e prodcep ccep to no lon
holder has the snot product
' with all the i requirements of this a cceptance, including the
e At ldecomplied
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 r n or chan 6 c in the materials, use, and/or manufacture of the product or p e nc request mo shall a(th m the
be cauuse se for termination of this Acceptance, unless prior written approval has
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 thew t i Jf i any portion of If a County, Florida. and
of foll e bye the
is
expiration date may be displayed in advertising Itter
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.
with any section of this Acceptance shall be cause for termination and removal of
g. Failure to comply
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTANCE
Perez, P.E., Product C Examiner
Man
Produ ontrol Division
USE CLNSKR OF
(5) 3 / /16 LIPCCNS
OR (3) 1/4 TAPCONS
AT T1e5
3. tOCAUON CORY
NM L SP/CING BETWEEN 0.L151ER ANC110RS
C NCEAtED FLUSH BOLT
• TOP & BOTTOM OF o4ACTEE LEAF
HEIGHTS:
WIDTHS:
24• IMX.
1w.
TYPICAL ELEVATION
XX
6' INUL
rrP.
NOMINAL HEIGHT FRAME HEIGHT
6/8 BO'
7/0 84'
8/0
96'
LEAF HEIGHT
78 -1/2'
82 -L/2'
94 -Ire
DATLITE OPG
71 -5/8'
75 -5/9'
87 -5/8'
SURFACE APPUED YUNTINS
0 IMR
IICNINAL VIDTH !FRAME MOTH
2/6 00 31 -518'
2/8 00
3/0 00
5/0 000
5/4 000
6/6 000
33 -5/8'
37 -5/8'
60r
64'
72'
LEAF MOTH
29 -1/2'
30 -112'
34-1/2'
28 -1/2'
30 -1/2'
34 -1/2'
DA L.ITE OPG
21 -5/8'
23 -5/8'
27-5/8'
21 -5/8'
23 -5/8'
27 -5/8'
USE CLUSTER CIF
(3) 3/14' TAFOONS
AT THIS LOCATION ONLY
6' 141K. SPACING BE1WEEN CLUSTER ANCHORS -
n
a
A
j 3116"h NW.
r�
•
•
LEAF W1D114
FRAY£ TROTIT
r
TYPICAL ELEYAIHXI
(X )
tag r. OR. NUYA6'OUN MOW
STRUCTURES
FtA. PC 4 10637
SEP 4 4 1998
DOORS wrrH 3/I8" TE1IP RED GLASS
NORMAL DIMS. DESIGN LOAD - PEP
MGR HEIGHT PANEL VIDTH
2/6
6/8 2/8
3/{
2/6
8/0 2/8
3/0
EXT.
93.5
793
69.6
69.6
652
58D
SERIES DORAL 3
ALUMINUM OUT— SWING ENTRANCE DOOR
COMPARATIVE ANALYSIS CHART
BASED ON MTL -18160 OF 07 - -
TEST SIZE 72" X 96'
OESICN LOADS - 4.56.0. - 58.0 PSF
WATER 04FLTRATION TEST - 113 PSF
TESTED GLASS - 3/16' TFRIPEREO,
J
1. THE STRUCRIF£ IS OES;GNED AS PER RAE SOUTH FLORIDA 81/401N0
CODE 1994 EDITION FOR CODE COUNLY. ALSO FOR WIND LOADS
AS PER ASCE 7 -88 USING CCRRESPOND8IG LOADS.
2. WOOD Boots Ott OTH61S. MUST BE ARMORED PROPERLY TO TR/NSFER
LAWS TO THE STRUCTURE.
3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ION DETAILS
ANCHOR EMBEDMENT 10 BASE 14 SW.LL BE BEYOND WALL
DRESSING OR STUCCO.
IMPACT RESISTANT SHUTTERS
REQUIRED
APPROVED AS COMPETUNC MOTH T18
$OW)4 L 5L91.0818 OOeE
o>r
81133108
BURDUNC COTE COMPLIANCE DIME
go;UTi acT AL -0
93.5
78.3
696
696
652
59.8
7.
C
1
.
0
w
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a
drawing no.
W98 -71
west 1 of 4 t
TYPICAL ANCWRS
SEE Q.EVS. FUR SPACING
J
:6E6R1 R
r•
0
Is
1'BT OR 2•2Y
V1332 BUCKS
1'
1 _ TYPICAL ANCHORS
SEE EtEVS FCR SPACDGG
W000 BUCKS NOT BY SECURITY WINDOWS. MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYST£6L AND TRANSFER DIEM
TO THE BUILDING STRUCTURE.
nut AIR' Imam WORM - DtBCt@TIDN
SC0-338 1 ATRIUM FRAME I€JID
2 AF -10354 2/ LEAF j000R LEAF RIP & BOITOM RRl
3 - AF -9315 4/ 119 mum 1 ECTRUCED G a0ANKEL
4 ` t -SEG -372 4/ LEAF MACHO SUB FRAME
P1-9960 1 THRESHOLD
5
5
7
5
9
10
11
12
13
14
15
16
57
r9
19
20
21
22
23
24
25
26
SEC -222
SE0 -229
SEG -175
SF-46
WT -3163
97 -9610
AS REDA
007- 14-039
SEC- 181
TA-303
2
2/ LEAF
1/ LUC
AS REDD.
AS REQD.
AS REQD.
AS RE00.
5/ FRAME
AS RECO.
4/ LEAF
2/ LEAF
4/ LEAF
4/ LEAF
3/ IFAF
2/ LEAF
1- X .050 BAR (OETREEN VERTICALS
14/ LEAF BLOCK ROD GUDE
1 1 x 2 x 1/8' ANGLE
DR. MUMATOUN FAROOQ
STRUCTURES
FLA. PE , 16657
SEP 0 4 1998
GAP CLOSURE
IISTALLATAN CLIP (4' LG) Al ANCMCRS
i8 x 1. PNPN. SMS o 15' MC.
./W CM
010 Y 1' DO0R
1/r SELF LOCK 111.0
1/2' ROD (2 X PANELS)
1/t FLAT VMSIER
1/2' REOIAA R NUT
HINGES
MATUWS Lm
STANDARD FLUSH 60LT
111A21191111 umatistm
6063 -T3 11110N 0R FAUN.
6017T5 ALONA2 OR EOUN
6063 -115 AURAL OR EOUN.
6063 -T6 TIFfcN OR ECUN.
6053 -15 AWWOC OR (CAW.
ATRIUM MORE OMB 6063 -15 197011 02 EOUM_
RESDDRIAL 0002 PANEL VERTIGO. STILE 6063-75 flf0N OR EQUIP.
TiFTOM OR EQUAL
inns CR EDUN.
BU .B AFADIERSTI2PP6tG YINYL 11180110 OR (RD .
FLAP WEATHER STRIPPING MNTL 9100RG 02 •E1U.V.
FAME AlSSCIABLY SCREW - -
DOOR HANDLE - MARROW)
ALUMTIUM SILL 16SER
APPROVED AS COMPLYMO M(N DUE
SOWN ' •'.IDA MINDING CGOE
DA
BY
PROD 4 P.DL DPW)* •
&MCC COOS COMPLIANCE 00000
10CIPTA1ICS NQa16-coos- 13
drawins no.
W98 -71
sheet 2 of 4 i
5
O
Z
Ce
0 •
O
IL
Ir-
TYPICAL ANCHORS
C
ACTIVE LEAF
LEAF WIDTH
TYPICAL ANCHORS; SEE ELEV. FOR SPACING
INTO 2BY WOOD BUCKS OR W000 STRUCTURE
12 X r SACS
THRU 1BY WOOD BUCKS INTO MASONRY
3/16" TAPCONS WITH I -1/4" MIN. EMBED INTO MASONRY
MUMS:
ALL FRAME AND LEAF CORNERS. INSTALLATION SCREWS AT SILL AND JAMBS
AND BOTTOM GLAZING BEAD SEALED Wilk SCHNEE MOREHEAD 5504 SEALANT.
LUNGES;
4" LONG ALUM. BUTT HINGES
WITH .312 DLL X 2 -112" ALUM PIN. BRASS SPACER. & NYLON CAPS
AT 3 -1/2" FROM TOP & BOTTOM AND AT MIDSPAN
SOCKS:
STANDARD STEEL THROW BOLT LOCK. KEY OPERATED ON EXTERIOR
AND THUMB TURN ON INTERIOR
39-1/2" FROM BOTTOM AT ACTIVE LEAF LOCK STILE
CONVENTIONAL LOCKS£T WITH LEVER TYPE OPERATOR HANDLE
AT ACTIVE LEAF LOCK STILE NEAR MIDSPAN
STANDARD FLUSH BOLTS. MANUALLY OPERATED
AT TOP ANO BOTTOM OF EACH ACTIVE AND INACTIVE LEAF
%AZMNG METHOD:
INTERIOR GLAZED USING ADHESIVE BEDDING COMPOUND ANO
ALUM. SNAP ON GLAZING BEAD WITH VINYL WEDGE BETWEEN BEAD do GLASS_
GLAZING BITE = 5/16" TYPICAL
D
FRAME WIDTH
EXTERIOR
Engr. / S' C S iAHOno
P.A. PE 16557
SEP 04 1998
3/16' TAPCONS
SPACED AS PER ELEVS.
WOOD BUCKS NOT 9Y SEWRRY %MOONS
MUST SUSLUN IMPOSED LOADS
r • 1 / 4 , SHIM
MAX.
'F '
3/16' TAPCONS
SPACED AS PER ELEVS.
AFFROYCO AS COMPITIN6 %WM IKE
SO:DUI RtDA 8URVITc COVE d�
19. cD
PROD Mk OR
MOM 000( COIt?LMNCT w14CE
=Man
of
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o J h
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.
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t% WoR J
L a ;7)
C droving no.
W 98 -71
sleet of 4 - 1
w
D_
0
z
.656
.0
FR NE HEAD
(11 67114G INSERT
2.6551 —ADA ME
1.250
Ala TIP.
DOOR 1« HEAD & SILL
1 .-- 1950 -_
fR 1# SILL
.130
.705
GAP CtDSUR
DOOR LEAF STILE
I t �A76
{�- 3.900
�R',1jC PEATEPEATE
_609
1.750
LEAF TOP /BOTTOM CORNER
GIA7ING INSERT CORNER
Eny: OR. MIYAYOUN P69000
SYRUC1U ES
ill. PE / 16557
SEP 0 4 1998
FRAME TOP CORNER
FRAME BOTTOM CORNER
APY:04ED AS CONIPIYIIIG n�
SCOW ROPtIDA BUILMMNG MOE
O AT OC. .. 1 .
Br / /r! .1r47_..
PROD .1 ' +If M OJ4410p
B UIEOINI 090E ODAOUAAEE OFFIICEE
ACCEPTANCE 113. S 917r41 B•
11 OAr11
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Security Aluminum Windows & Doors
5100 N.W. 72 Avenue
Miami, FL 33166
METROPOLITAN DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
SUITE 1603
METRO DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI. FLORIDA 33130.1563
(305) 375.2901
FAX (305) 375.2900
INTERNET: mdccol@shadow.net
PRODUCT CONTROL SECTION
(305)375.2902
FAX (305) 372.6339
Your application for Product Approval of:
Series 2100 Fixed Aluminum Picture IVindow (3/16" tempered glass)
under Chapter 8 of the Metropolitan Dade County Code governing the use of Allcmate Materials and
Types of Construction. and completely described in the plans, specifications and calculations as submitted by:
Applicant, for listing, see Section 8 of this Notice of Acceptance
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
reserves the right to secure this product or material at anytime from a jobsite or manufacturers plant for
quality control testing. If this product or material fails to perform in the approved manner, the Code
Compliance Office may revoke, modify, or suspend the use of such product or material imnrcdiatcly. The
applicant shall re- evaluate this product or material should any ammendmenls to the South Florida Building
Code be enacted affecting this product or material. The Building Codc Compliance Office reserves the
the right to revoke this approval. if it is determined by the Building Code Compliance Office 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.:95- 0929.26
Expires:04/25/99
TIIIS IS TIIE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
Raul RodFigucz
Product Control Supervis -
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Codc Committee to be used in Dade
County, Florida under the conditions sct forth above.
Approved: 0-t /25/96 - I -
a
:tt1 l) anger,
Director
Building Code Compliance Dept
Metropolitan Dade County
Security Aluminum Windows & Doors ACCEPTANCE No.: 95- 0979-26
APPROVED : APR 2 5 1996
EXPIRES : APR 2 5 1999
NOTICE. OF ACCEPTANCE: SPECIFIC CONDITIONS
1: DESCRIPTION OF UNIT
1.1 This approves a fixed aluminum window designed to comply with the South Florida Building
Code, 1994 Edition for Dade County, for the locations where the pressure requirements as
determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ". do not
exceed the Design Pressure Rating values in Section 7 and within the limitations contained in
Section 3.
1.2 Model Desirnatiop; Series "2100 Aluminum Picture Window" (3/16" tempered glass)
13 Overall Size; 62 -3/8" wide x 62 -3/8" high x 2" deep 2 7 s9, FT,
1.4 C.011figBra112111 (0)
1.5 No. & Size of Panels; None.
2, MATERIAL CHARACTERISTICS
2.1 Frame and Sash Materal: Extruded Aluminum alloy 6063 -T5
2.2 f'Jazinv,
2.2.1 Glazing Material: 3/16" tempered glass.
2.2.2 Glazing Method; Interior glazed using glazing butyl tape and extruded aluminum snap on
glazing bead, with a vinyl bulb between glass and glazing channel. Glass bite dimension is 112"
2.23 Ravlight Oneninv: 59- 1/8" wide x 59- 1/8" high
23 Panel Construction: None
2.4 Frame Construction;
2.4.1 HEADER: 1.406" exterior face x 2" deep, .062" thick extruded aluminum (Part 1), with
.625 "x 1.312 "x .042" thick extruded aluminum snap -on glazing channel.
2.4.2 SILL; 1.406" exterior face x 2" deep, .062" thick extruded aluminum (Part 1), with .625 "x
1.312 "x .042" thick extruded aluminum snap -on glazing channel.
2.4.3 JAMBS. 1 406" exterior face x 2" deep, .062" thick extruded aluminum (Part 1), with
.625 "x 1.312 "x .042" thick extruded aluminum snap-on glazing channel.
2.4.4 CORNFR CONSTRUCTION; Butt joint construction secured with two 08 x l" long SMS
into stile screw splines.
2.5 Weather- stripping; None
2.6 fardwarc; None
2.7 Wccpholes; None
2.8 Muntins; None
2.9 Reinforcement; None
2.10 Interior & Exterior Surface Finish; White painted aluminum.
- 2 -
Orlando Blanco, P.E. - Plans Examiner 11
I'roduct Control Division
w(r(RV11S usr
17(0 1.0.
o(SCartn.l
0.01 10010(0
(aw(.as
rM.)(
050-00 015
III
QAZK 4wln(l
010- 00 -0)r
`O'
1
/1 {'t1 /Y a0rl'l GLA2w[ WC
01{ -00 -01.
5/11e lt.r(a(a CLASS
-
vsryl Oulu
0.6- 00 -0l0
6
Vic.' 4 ,, j. %}' T•p••SJ
—
sea nuev T..1
1 t 1' IMP)) sus /MU( 03%000
(
1/4* 0050 wen. $(nwc °Lott (r LC.)
--
61 0O1Ou RM. 0u1.) DEC (ll''.1
S curityAbsminum Windows & Doors ACCEPTANCE No.: 95- 0929. 76
10. 1 Vertical & Horizontal Elevation
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
Praa4su C.tnxua:
�Illli��� o
-2e-
: APB 2 5 1996
APR 2 5 1999
P.r V000 ;MU
I/O slap sP.1Ct
Orlando Blanco, P.E. - Plans E=xaminer 11
I'roduct Control Division
S Aluminum Windows & rloon
ACCEPTANCE No.: 9S -0979 26
APPROVED : '.AP82 5 1996
EXPIRES : ma 2 5 1999
Now - F. OF ACCEPTANCE 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 dam, engineering documents. are no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturers name, city. state, and the
following statement: 'Dade County Product Coned 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 • 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.
IIII 5. Any of the following shall also be grounds for removal of this Acceptance:
1 a) Unsatisfactory performance of this product or process;
o
b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purposes.
N
4
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 time. The
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(e) and this last page 3.
10. Unless specifically indicated in the Acceptance (approval). this unit is approved as a single unit installation. For
multiple installation of this unit. a separate Acceptance for mullions is required from the Product Control Section.
1 1. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing
of fasteners in all other parts of the frame. shall be as indicated in Section 4 of this Notice of Acceptance. but in no
case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each comer and null'
or stile. Fastener shall fully penetrate the buck. which shall be the sane sits as the one tested with the unit. No wood
or plastic shields or pins shall be used for anchoring.
Oda, r Ian o. P.E. - Plans Examiner 11
Product Control Division
END OF TIIIS ACCEPTANCE
12. Hardware for all windows and doors shall conform to Security and Forced Ei
Florida Building Code.
rapter 36 of the South
•
Yfi�RO.ol1nE.
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Security Aluminum Windows & Doors
5100 N.W. 72 Avenue
Miami, FL 33166
Your application for Product Approval of:
Series 2100 Fired Aluminum Picture Window (3/16" tempered glass)
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted by:
Applicant, for listing, see Section 8 of this Notice of Acceptance
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
reserves the right to secure this product or material at anytime from a jobsite or manufacturers plant for
quality control testing. If this product or material fails to perform in the approved manner, the Code
Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The
applicant shall re- evaluate this product or material should any ammendrnents to the South Florida Building
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the
the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.:95- 0929.26
Expires:04/25/99
TIIIS IS TIIE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County I3uilding
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
Approved: 04/25/96 -1-
METROPOLITAN DADE COUNTY. FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
SUITE 1403
METRO DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130-1563
(305) 375 -2901
FAX (305) 375.2908
INTERNET: nldcc0l Oshadow.nel
PRODUCT CONTROL SECTION
(305) 375.2902
FAX (305) 372-6339
Rau Rod iguez
Product Control Supervi'•n
eI
lall'S l "J angcr,
Director
Building Code Compliance Dept
Metropolitan Dade County
Security Aluminum Windows & Doors ACCEPTANCE No.: 95- 0979.26
- 2 -
APPROVED : APR 2 5 1996
EXPIRES : APR 2 5 1999
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
I; DESCRIPTION OF UNIT
1.1 This approves a fixed aluminum window designed to comply with the South Florida Building
Cdde, 1994 Edition for Dade County, for the locations where the pressure requirements as
determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not
exceed the Design Pressure Rating values in Section 7 and within the limitations contained in
Section 3.
1.2 Model Desippation; Series "2100 Aluminum Picture Window" (3/16" tempered glass)
1.3 Overall Size; 62 -3/8" wide x 62 -3/8" high x 2" deep 27 sg, F'1:
1.4 Configuratign: (0)
1.5 No- & Size of Panels. None.
2, MATERIAL CHARACTERISTICS
2.1 Frame and Sash Materisl: Extruded Aluminum alloy 6063 -T5
2.2 Gla'inp •
2.2.1 Glaring Material; 3/16" tempered glass.
2.2.2 Glazing Method; Interior glazed using glazing butyl tape and extruded aluminum snap on
glazing bead, with a vinyl bulb between glass and glazing channel. Glass bite dimension is 1/2"
2.2.3 Daylight Oneninp: 59- 1/8" wide x 59- 1/8" high
2.3 Panel Construction: None
2.4 Frame Construction;
2 4.l HEADER: 1.406" exterior face x 2" deep, .062" thick extruded aluminum (Part 1), with
.625 "x 1.312 "x .042" thick extruded aluminum snap -on glazing channel.
2.4.2 $II - I.: 1.406" exterior face x 2" deep, .062" thick extruded aluminum (Part I), with .625 "x
1.312 "x .042" thick extruded aluminum snap -on glazing channel.
2.4.3 JAMBS 1 406" exterior face x 2" deep, .062" thick extruded aluminum (Part 1), with
.625 "x 1.312 "x .042" thick extruded aluminum snap -on glazing channel.
2.4.4 CORNER CONSTRI ICTION• Butt joint construction secured with two #8 x 1" long SMS
into stile screw splines.
2.5 Weather-stripping; None
2.6 Hardware; None
2.7 Wecpholes; None
2.8 Muntinsz None
2.9 Reinforcement: None
2.10 Interior & Fxtcrior Surface Finish: White painted aluminum.
Orlando Blanco. P.E. - flans Examiner II
I'roduct Control Division
TEST
RESULTS
DESIGN LOADS
AIR INFILTRATION @ 1.57 PSF
SFBC PA 202 -94 (0.15 CFM/FT)
0.04CFM/FT2
FTL -1228
UNIFORM STATIC PRESSURE (DESIGN LOAD)
SFBC PA 202 -94 POSITIVE
+70.OPSF
FTL-I228
+70.0 PSF
FTL -1228
WATER RESISTANCE (PSF)
SFBC 202 -94
+10.5 PSF
FTL -1228
+70.0 PSF
FTL -I 228
UNIFORM STATIC PRESSURE (FULL TEST LOAD)
SFBC PA 202 -94 POSITIVE
+105.0 PSF
FTL-I228
+70.0 PSF
FTL -1228
UNIFORM STATIC PRESSURE (FULL TEST LOAD)
SFBC PA 202 -94 NEGATIVE
-105.0 PSF
FTL -1228
-70.0 PSF
FTL -1228
FORCED -ENTRY RESISTANCE (FER)
SFBC 3603.2(b)(5)
N.R.
DESIGN PRESSURE RATING (Positive)
+70.0 PSF
DESIGN PRESSURE RATING (Negative)
-70.0 PSF
Seeurlty Aluminum Windows & Doors ACCEPTANCE No.: 95- 0929.26
NOTICE OF ACCEPTANCE: SPF.f: t E1SLC.ONJ)1TIONS
2.11 Sei1y=L The frame comers are scaled with a small -joint colored sealant.
2.12 Slum: None.
APPROVED : APR T 5 1996
EXPIRES • APR 2 5 1999
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in Section 10.
3.2 Units with dimensions smaller than those shown in Section 1.3 shall qualify under this approval.
33 For Design Pressure Rating see Section 7.
4. INSTALLATION:
4.1 Screws and Method of Attachment
SILL : 3/16" diameter x 2 -3/4" tapcon screws located 6" from corners and 12 -12" o.c.
HEADER : 3/16" diameter x 2 -3/4" tapcon screws located 6" from corners and 12 -1/2" o.c.
JAMBS : 3/16" diameter x 2 -3/4" tapcon screws located 6" from comers and 12 -12" o.c.
Note: Please see note 411. Page 3
4.2 Limit shim gap spacing to 1/4" maximum:
43 Anchorage of the window shall be to concrete, masonry and/or wood framing and shall consist of
only those anchors specified in this Notice of Acceptance . Substitution of anchor type or
• indicated embedment is unacceptable and arc to be engineered separately.
4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have
adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not
considered compatible shall be properly protected.
5. IDENTIFICATION
5.1 Each unit shall bear a permanent label with the manufacturers 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 Iwo copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Completely dimensioned drawing showing size and location, including height
above grade of opening to receive window, mean roof height, length and width of
building.
6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of
the opening in which it is to be installed.
6.4 Note: The installation of this unit will require a hurricane protective system.
-2a-
Orlando Blanco, P.E. - Plans Examiner 11
Product Control Division
Security Aluminum Windows & Doors ACCEPTANCE No. 95- 0979.26
7. TESTS PERFORMED
APPROVED : APR 2 5 1996
EXPIRES : PR 2 5 1ggg
a h.
-2b-
8. EVIDENCE SUBMITTED
8.1 Tests:
8.1.1 Test report on :
1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
along with installation diagram of a series "2100 Aluminum Fixed Window" aluminum fixed
picture window prepared by Fenestration Testing Laboratory. Inc., report No. FTL -1 228, File No.
95 -128, dated September 27, 1995, signed and sealed by Jamil Kuri, P.E.
8.2 Drawing:
8.2.1 Manufacturers die drawings No.'s AF -9844, dated 08/05/92; SEG -32, dated 11/30/72;
prcparcd by Alummax Extrusions, Inc.
8.3 Calculations:
8.3.1 Picture Windows Comparative Analysis and Anchor Calculations, dated 02/15/96. pages
I thrill 0 of 10. prcparcd by AI- Farooq Corporation, signed and scaled by I lumayoun Farooy,l'.f.
Orlando Blanco, P.E. - Plans Examiner II
I'roduct Control Division gab
WINDOWS MTH 3/16' TEMPERED GLASS
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS
31W TAPCON
WIDTH
HEIGHT
EXT.
INT.
19.116
k
70.0
119.2
26.1/2
70.0
57.7
37
70.0
67.7
53.125
70 0
67.7
19-1/6
70.0
119.2
2612
36-3/6'
70.0
66.0
37
70.0
61.6
53.125
70,0
59,4
19.1/8
70.0
119.2
26-12
50 -516'
70.0
66.0
37
70.0
61.6
53.125
70.0
45.0
194/6
70.0
119.2
2612
sr
70.0
66.0
37
70.0
61.6
53.125
70.0
42.9
19.1/6
70.0
119.2
26-12
67'
70.0
66.0
37
70.0
61.6
57.125
70.0
42
19.1/6
70.0
119.2
26-12
74 - 114'
70.0
66.0
37
70.0
61.8
53.125
64.0
42.9
- ecurity Aluminum Windowe & I)oQI5 ACCEPTANCE No.: 95 - 097916
9. COMPARATIVE ANALYSIS CHART:
or
-2c-
Arl'ROVEn : APA ? 5 1996
EXPIRES : APR 2 5 lggg
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
3/16 r*P(ONs INTO vDOD OR CONCRETE
I• MIN, (ND(DM(N1. SPACED A$ SNDVN
,,....„„„,,,.,,„..
11, ..,.
0.144•
Orlando Blanco, P.E. - Plans Examiner II
Product Control Division
Security Aluminum Windows & Doors ACCEPTANCE No.: 95- 092926
10.0 Typical Elevation
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NOTICE OF AC I'TAN SP • -IFI . -ON )ITIONS
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APPROVED : AER ? 5 1996
EXIIRF,S : APR 2 5 1999
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Orlando Blanco. P.E. - Plans Examiner 11
Product Control Division
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Security Aluminum Windows & Lours ACCEPTANCE No.: 95- 0929.26
A1'1'ROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONU1I
10. 1 Vertical & Horizontal Elevation
: APR 2 5 1996
: APR 2 5 1999
-2c-
Orlando Blanco, P.E. - flans Examiner II
I'roduct Control Division
Se urll Aluminum Windows & Doers ACCEPTANCE No.: 9S -0979 26
.'.APR 2 5 1996
APR 2 5 1999
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
Renewal of This Acceptance (approval) shall be considered a0er a renewal application has been filed and the original
submitted documents, including lest supporting data, engineering documents, are no older than eight (8) years.
2. Any and all approved products shall be pemsoncntly labeled with the manufacturers name, city, stale, and the
following statement *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 • 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) lithe 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.
S. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory perfomlance of this product or process;
b) Misuse Millis 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 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
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(e) and this last page 3.
10. Unless specifically indicated in the Acceptance (approval). this unit is approved as a single unit installation. For
multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section.
1 I. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing
of fasteners in all other pans of II1e frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no
case shall exceed 24" on center. The first fastener shall be located at 0 maximum of 6" from each comer and mullion
or stile. Fastener shall fully penetrate the buck. which shall be the same sit as the one tested with the unit. No wood
or plastic shields or pins shall be used for anchoring.
non,
Wan.. 1 Ian o. P.E. - Plans Examiner 11
Produce Control Division
END OF TIIIS ACCEPTANCE
12. I lardware for all windows and dims shall conform to Security and Forced En
Florida Building Code.
apter 36 of the South
/ �
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
/� Dat r " Y , 19 �
Owner's Name and Address �- /( c (� Y No 1- 1 N E S treet ST2C£T
Registered Architect and /or Engineer d1 ae Ste. T1¢ 6
Name and address of licensed contractor e. Q __ .2
Location and legal description of lot to be built on:
Lot Block Subdivision
of 7 / E" . 101 S T - pet c ,54—' • T Jtv a 6
Street and Number where work is to be done
State work to be done and purpose of building (by floors _________ rte S__I-A _1.1 4C- tl_r!__c_!1_ r9__ frt. ^ i N U 1
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $ i 9 q 0 0
Amount of Permit $
Zone cubage required ____plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor _
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontr rs, on w to be performed under this
permit, as are licensed by Miami Shores Village.
i� -fJ� (i \
Remarks (Signed) ,
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No _*-7__ Date T c— f Read, Sworn to and Subscribed before me.
Disapproved _ Date_
( Signed)
Building InspectoY - My Commission Expires
`9 cF I 9K,4q/. ,f(4 f7' M1A-Ail FLA
Notary Public, State of Florida
P NING BOARD DATE
Chairman Member
Member Member
Member Member -
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.