WS-12-1646Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INS P- 178051
Scheduled Inspection Date: March 18, 2014
Inspector: Rodriguez, Jorge
Owner: EVERETT, HENRY AND FRANCES
Job Address: 9600 NE 2 Avenue
Miami Shores, FL 33138-
Project: <NONE>
Contractor: ARCO CONSTRUCTION
Building Department Comments
REPLACE ONE FRONT DOOR AND ONE REAR
EXTERIOR DOOR
UNIT# 9612
Permit Number: WS -9 -12 -1646
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number (727)461 -4370
Parcel Number 1132060132510
Phone: 305 -892 -6507
March 17, 2014 For Inspections please call: (305)762 -4949 Page 2 of 35
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
March 17, 2014 For Inspections please call: (305)762 -4949 Page 2 of 35
1� Miami Shores Village
�,. Building Department.:
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDIN
JOB ADDRESS: 0, /.;—P '1/1
City: Miami Shores County:
Folio/Parcel #:
Is the Building Historically Designated: Yes
OWNER: Name (Fee Simple
City: t7 , , a- -- Z,- State:
Tenant
Email:
cc -
NOV o 4 20 13
. Yc • ®9.000m
FBC 20 LO
Permit No.
Master Permit No. W S % -2,— 1 Loo
ROOFING
riftm
NO y Flood Zone:
z
I-
3 �V6 y
CONTRACTOR: Company Name: &1,4 '_ (d� �� Phone#: r �
Address J' -�/
City: - State:
Qualifier Name: / S �° ��i �Se far Phone#:
State Certification or Registration #:
SI
Contact Phonek Email Address:
of Competency #:
DESIGNER: Architect/Engineer: Phone#:
4
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: ❑Addition OAlteration ONew epair/Replace ODemolition
Description of Work:
Color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
CCF $ CO /CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE 9 _
Bonding kompany's.Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in comp_ fiance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
�-�- Its.'
Owner or Agent
The foregoing instrument was acknowledged before me this
day of +.'l'►)W20 -L;-, by P&nQ,.S b - ('t ,
who is personally known to me or who has produced
�J i Al n As identification and who did take an oath.
NOTARY PUBLIC:
Sign: �! Lei: w, % &Nh e
Print: A•k A1Jyw,
My Commission Expires: TRACEY KATHERINE BISHOP
Notary Public, $fate of Florida
M'y Comm. Expires Oct. 13, 2015
No. EE 134015
APPROVED BY
The foregoing instrument wad ze"ledged before me this
day of L--? , 2013, by L-'0 19C
who is per ally knowt3 a or who has produced
as identification and who did take an oath.
NOTARY PUBLIC: .,���``�iiiiii�t / / / /i���i,-
Plans Examiner
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Sign: ®� K;
- -� � 'tf -
Print: 7n ° �_' �_ y T
My Commission Expiree.;P/
q
Zoning
0��p�IgL- Wwr
N iami Shores village
Building Department
J 50 N. Ind Avenue, IMiami Shares„ Florida 33138
Tel: (305) 7952204 Fam (305) 756.8972
INSPECTION'S PHONE NUMBER: (385) 79
PERMU APPLICATION
SEP 0 5 2012
FBC 20
Permit No.
MWwr pmt K �
c r s � ! ®•
Permit Type: BUILDING ROOFING
JOB AWREW.- 9 $ t Z /�E Z AY- 4- tit{,t
city: Muni shores county: Miami Dade zio• 3 3 t 3 S?
Fow7amic. 1 l 2v 0 1 3 2. 5' 1 t1
Ia Me Building Historically Dom: Yes NO ✓ Fload 7om;: N �%
OWNER: Name W-ec'
City: �C-- I co-or W 0. i4LIF fW&W ksjw. _
Tenmwl essee Nam: ' COO t h S w
i?ttrail: e�f.CrL.�.t� and vor12. �
zip: �►3'7 b '�
r 0s -� 2 --6Sb1
CONTRACTOR: company Natter: �'[0 ��n� � +F t o .a thane#: 3
Aaaress: ! (0 6 c rQ C—A-
ft a m. state � 2Ip: 3 t g t
Qualifier Nance:.i P gf c if
state cordficodon or Regishation #:
CottstPhan&. 30Y— 2j ?. — 4'S Del
DESIGNER: AwMwaffloginw. �GI
of competency _
Vahle of Work for"Permit: $ (D/� 5.p iD Syaa Footage of work: rZA • •
T*ve d Work: DAddition OAltaadon i kkw-?-Mb= O> molition
Color thru die: .
Submittal FwjPM Permit Fee $ - CCF $ CO)CC $
scomdog Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Edt>cation Fee $ Teebndogy Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ '
Bonding Company's Name (if applicable)
Bonding Company's Address
City : state zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City I I State
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be. performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACE$, BO , BEATERS, TANKS and AIR CONDITIONERS, ETC..... I
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will ba
nE in compliance With all
applicable laws. regulating ponstrn z Wing . _
"WARNING � TO OWNER: YOUR FAILURE TO - RECORD A NOTICE OF
COMMENCEMENT SIN. YOUR PAYING TWICE FOR
IMPROVE .flip YQ. --PERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR- LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT :9
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant musi t,
promise in goad 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 certiji d copy of the - recorded notice of commencement roust be posted at the job site
for the fast 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 reinspeortrQn fee will be charged
Own or Agent
The foreg ' g instrumen was ac>atowledged before the this
day of �� 201 by
who is personaiiI known to #ne iir who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
My._ Commission
APPROVED BY
(plu
Catbertnc IL D1
13DR
Signature�,��`
.otter
The fore ' g instrument was acknowledged before me this��
day of 2dZ. by f
who is penso HyJmQm to me or w o has produced
as identification and who did take an oath.
Examiner
Structural Review
(Revised 3/1212D 12)(Reviu d 07110/07)(lievised 0611012009)(Revised 3115109)
NOTARY PUBLIC:
Sign:
My
CFN 2012ROB60931
OR Ok 28379 Pq 29491 (1ps)
RECORDED 11/30/2012 12:46:09
HARVEY RUVINY CLERK OF COURT
NOTICE OF COMMENCEMENT HIAnl-DADE COUNTYP FLORIDA
A RECORDED COPY MIW BE POSTED ON THE JOB SITE AT TIME OF RM gWECTION LAST PAGE
PERMIT NO. -u5:a-12-,,-16 FOLIO NO.
STATE OF FLORIDA.
COUNTY OF MIAMI-DADE'
THE UNDERSIGNED hereby gives: notice that Improvements will be made to certain real
property, and In accordance with Chapter 713, Florida Statutes, the following Information
Is provided In this Notice of Comimencernent,
SPace above reswved for use e(recordino off e
1. Legal descflptlon of property and streetladdress.
5. Surety: (Payment bond requftd by owner from coniracior,-ff any
Name, address and phone.number
Amount of bond
6. Lendeeiname and addFe6s:_
7. Persons within the State of Florida I aesIgnated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statuteo,
Name, address And phone nftbw. L7
8. In addition to himself, Owners designates the following person(s) to receive a copy of the 1-tenor's Notice as;
provided M .Sectlon
713.130)(b), Florida Statutes,
Name, address
and phone number.-
9. Expiration date of this Notice of Commencement
(the SOMftn date Id I year = the date of uiqeg a0we4"
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF 1'1.1E NOTICE OF COMMLEWEMENTX*E- SIDERED
IMPROPER PAYMENTS UNDItI1.6HAOTER 713*, PART I, SECTION 713.1&*PWAIDA STATUTES; AND 6MRESUMWYOUI olkyl`. CE FOR
IMPROVEMENTS *6.Y6UR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED WtHE 10WArTr BEFORE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT
SIgnattq*s) Of Owner(s)' d Officer/131 otor/partner/Manager*
Prepared By Prepared By
Print Name rrPrm Name
Title/Office TMeA)fflce
STATE OF FLORIDA dA."
COUNTY OF MIAMI-DADE
The for, Ong instrument was acknowle dged before- me this 52 day 2-0(2-
By Mr,
qffidividually, or ❑ 88-, for
lad Personally known, or ❑ produced the following "b of I
Signature* of Notary Public:
Print Name:
(SEAL)-- D
ESS
VERIFICATION PURSUAW L525-FLO WITN1111 nW
RIE''h4111
Under penalties of perjury, I declare that I have read the fore ping and C d
that the facts stated In it are true, to the best of my knowled
Signature(s) of C�yneqs) or Owner(s)'s Au Porlzed Ofker/Director/Partn ager who signed re-
By B
123.01-32 PAGE 3 3/10
M1
Or
MECAWind Version 2.1.0.6 ASCE 7 -10
Developed by PWCA Enterprises, Inc. Copyright 2012 :. -r> -rs_c• ar,tezprIsa_.C'xm
Date : 4/13/2012 Project No.
Company Name : Edward A. Landers, P.E. Designed By Edward A.Landers, P.E.
Address Description
City Customer Name 9612 NE 2nd Avenue
State Proj Location Miami Shores, Florida
File Location: C: \Program Files \MECAwind \Default.wnd
h�
�"� \�>e
Flat Roof
El Interior Zones
R§*-Z=1 fi -Z0
End Zones
Rmb - Zm 21Wab -Zan
.\ , ■ Comer Zones
rooft•m0a
Wind Pressure on Components and Cladding (Ch 30 Part 2)
All pressures shown are based upon ASD Design, with a Load Factor of .6
.1, Am - i-I _ � SLfirs
DescrLption
Width
Span
Area Zone
tdas P
H:Ln P
pef
ft
ft
fe2
psf
- -- -48.83
-----------------------------
- - - - -- 3.00 -
- -7 50
22.5
-4
-53.15
DOOR 1
3.00
6.67
20.0
4 49.08
-53.40
DOOR 2
2,00
6.67
14.8
4 50.27
-54.59
WINDOW
R
e -1 r •,
ii iiren
nce� '1U.
°ter. ..cores
-
_
Ti Ai,_- =10r_r =r,
,
.1, Am - i-I _ � SLfirs
14ECAWind Version 2.1.0.6 per ASCE 7 -10
Developed by MECA Enterprises, Inc. Copyright 2012
Date : 4/13/2012 Project No.
Company Name : Designed By Edward A. Landers, P.E.
Address Description
City Customer Name 9612 NE 2nd Avenue
State Proj Location Miami Shores, Florida
File Location: C: \Program Files \MECANind \1212121- 01.wnd
Envelope Procedure per ASCE 7 -10 Chapter 28 Part 1
A11 r e ssures shown are based upon ASD Design, with a Load Factor of .6
p
Basic Wind Speed(V) =
175.00 mph
1.07
Structural Category =
II
Exposure Category
Natural Frequency =
N/A
ft
Flexible Structure
Importance Factor =
1.00
= 20.00
Kd Directional Factor
Damping Ratio (beta) =
0.01
Alpha =
11.50
Zg
At =
0.09
Bt
Am -
0.11
Bm
Cc =
0.15
1
Epsilon
0.13
Zmin
Slope of Roof =
0 : 12
Slope of Roof(Theta)
Ht: Mean Roof Ht =
20.00
ft
Type of Roof
RHt: Ridge Ht =
20.00
ft
Eht: Eave Height
• R f rN rhan at Eave=
00
ft
Roof Area
D
No
= 0.85
= 700.00
ft
1.07
- 0.80
= 650.00
ft
= 7.00
ft
_ .00
Deg
= Monoslope
= 20.00
ft
= 4500.00
ft^
OH. oo ve g -
2
Bldg Length Along Ridge - 100.00 ft Bldg Width Across Ridge= 45.00 ft
Gust Peatoi: Category I Rigid Structures - SimPlifisd MathOi
Gustl: For Rigid Structures (Nat. Freq. >l Hz) use 0.85 = 0.85
Gast $actor Category[ II Rigid Structures - ComPl®ts Analysis _ 12.00 ft
Zm: 0.6 *Ht = 0.18
lzm: Cc *(33 /Zm) ^0.167 = 572.79 ft
Lzm: 1 *(Zm /33) ^Epsilon = 0.93
Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 _ 0.89
Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm))
bust 8actos Summary 0.85
Not a Flexible Structure use the Lessor of Gustl or Gust2
Tables 26.11 -1 Laternal Brossure Coefficients for Buildings, GCPi
GCPi : Internal Pressure Coefficient
_ +/ -0.18
9
�:U-)�A -&- 109�
mi Shores Village
BY DATE
:)l 1ANCE wi n-1 All FEDERAL
HULES AND REGULATIONS
49W-A7! �50�
MOP toof
SCALE: APPROVED 91Y: DRAWN BY DATE* REVISED
LE'
E. 038398
Edward A,
No Psi,
(30-5)923-3939 DRAWING NUMBER
7FMOWW 14-6- -91OEET. SUITE 509 • WAM =40. ff-5 1 .5 k-
s
M
- 25q, �3
At
M
s, d
MIA
KM
DEPARTM R�TTING, EIWIROAIM�NT, AND REGULATORY MA11Z1 "DADI� COI)N17'y
AFFAIRS („R) PRODUCT CONTROL SKMON
BOARD AND CODg ADMINISTRATION DIVISION 11805 SW 26 StrCC4 ROOM 209
NOTICE OF ACCEPTANCE OA MI2. Florida 33175 -2474
'1' (786) 315 -2590 p(7g6)315_2599
9M Aluminum Systems, LLC IAtl�r.n'dlate�ltlade eo. ..��
11305 NW 128 Street
Medley, FL 33178
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use a
materials. The documentation submitted, has been f construction
Product Control Section to be reviewed and accepted by i -Dade County PERA-
Having Jurisdiction (AHJ). used in Miami Dada Count and other areas where allowed
This NOA shall not be valid by the Authority
after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dada County) and/or the
to have this AHJ (in areas other than Miami Dade product or material tasted for quality assurance county) rive the right
POr6m in the accepted manner, the man purposes. If this product ar material fails too
immediately revoke, modify, or u�a"'�' will incur the expense of such testing and the AHJ
reserves the right to revoke acceptance, nd Nita use of such product or material within their jurisdiction. PERA
Section that this if it is determined by Miami -Dade product or material fails to meet the r County Product Control
This product is approved as described beret and equirements of the applicable building code.
Code, including the Hi been designed to comply with the Florida Building
High Velocity Hurricane Zone.
D1�'TION: Scrip "SMI -1751, Aluminum Window Wall System - L.M
APPROVAL DOCUMENT; Drawing No. W03 -64, titled "Series SMI 175 A]
sheets 1 through 10 of 10, dated 08/11103 with revision E um Window Wall (L.M.I.);
Corporntion, signed and sealed by Javad Ahmad P.E. dated 07/19/11, prepared by Al -Farms
Revision stamp with the Notice of A r and c 9 the Miami -Dade County 9
Product Control Section. number and expiration data 'a' roduct Control
� by the Mianu -Dade County
SUM IMPACT RATJWG: Large and Small
LABELING: Each unit shall bear a N>"ile xmpaet Resistant
modellseries, and following nent label with the ufacturerss name or logo, city
noted herein. g statemani»• "Miami -Dade County Product Control Approved' unless otherwise
RENEWAL of this NOA shall be considered
no change in the l a� affecting application has been filed and there has been
applicable building code n Y e� the
�ATiON of this NOA will occur g P�Ormance of this product.
In the materials, use, and/or manufa after the expiration date or if there has been a revision or change
cture of the product or process. Misuse of this NOA as an endorsement
Of any product; for sales, advertising or any other purposes
to comply with any section of this NOA shall be cau o shall automatically terminate this NOA. Failure
AD�TISEMENT: The NOA number termination and removal Of NOA.
followed by the expiration date may be displayed ad the words Mism"Dade Co
displayed, then it shall be done in its end ..t � wing literature. If an County, Florida, and
INSPE Y portion Of the NOA is
CTION: A copy of this entire. NOA shall be distributers and. shall be of
for ' Previd to the user by the menu
This NOA revises NOA # 07-0924. insperfion at the job site at the factures' or its
and consists of this a guest of the Building Ot�nd F
well as approval document mentioned above. P Page I sect evtdance page fi -1 E_2
The submitted documentation was reviewed and �3' as
by Manuel Perez, P.E.
a.
c
Expiration Date: Novv m 1121, 2012
November 2I, 2012
APP+eVal Date; October 20, 2011
Page I
I SMI Aluminum S ms LLC
A. DRAWINGS
1• - M8nufacturer's die drawings
i
2• Drawing No W03 -64, titled ,Series Mi -175 Alum VV'
through 10 of 10, Prepared by Al -F Window Wall (LW,,, sheets 1
dated 07/19/11, signed and coq Corpor�on, dated 08/11/03 with re • .
ed by Javad Ahmad , P.E.
revision E
D• TESTS
1' Test marts on: 1) Air Infiltration Test, per FBC, TAS 202-
2) Uniform Static Air .Pressure T 94
3) Water Resistance Te Loading per FBC, TAS 202 -94
4) Large Missile Impac Test �C' TAS 202 -94
5) Cyclic Wind Pressure Loading FBC, TAS 201 -94
6) Forced Entry Test g Per FBC, TAS 203 -94
along with marked , Per FBC 2411.3.2.land TAS 202 -94
system, pr up drawings and installation of *
prepared by Fenestration
Testing of an aluminum window wall
dated 03/26/2003, signed and sealed b g� fro' Inc., Test Report No. F'TL -37,21
Z. Test mitred undm'NOA##3- 0925.01} y P ' p'E'
marts on: 1) Air Infiltration Tes
t, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, I -oadin Per 3) Water Resistance Test, per FBC, TAS in 94 FBC' TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure
6) Forced En Loading Per FBC, TAS 203 -94
along with marked -u dra g'Y Test, p� FBC 2411.3.2.1 and TAS 202 -94
P wings and installation di
system, Prepared by Fenestration Testing Labora of an aluminum. window wall
dated 08/05/2003, signed and sealed by Joseph c., Test Report No. FTL -3833
(`Su6mh*d under 1YOA #03- 4925.1., Chan, P,E.
3. Test reports on: I Air Infiltration Test
Uniform Static Air Pes FBC, TAS 202 -94
3) Water Res' Pressure Test, Loading per FBC, TAS 202 -94
4) Large Missile Test, per FBC, TAS 202 -94
S) Cyclic Wind pressure Loam FBC, TAS 201 -94
6) Forced En g Pte' FBC, TAS 203 -94
along with marked -up try Test Per FBC 3603.2 (b) and TAS 202.94
Prepared by Fenestration and installation diagram of an al
SySteM
Testing Laborato window wall
dated 7/17/2002, signed and sealed by James Worth, P.E. Test Report No. FTL -3465
Ou8sftd +ender NOA #03- 0921.01)
,.�bsuei P P.E.
Product Contro Ex iner
Expiration Date
NOA No. - 12.05
: November 21, 2012
E _ 1 Approval Date; October 20, 2011
SW Aluminum Systems. LLC
B- TESTS (CONTMUEn)
40 Test reports on: 1) Air Infiltration Test
Per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test Loading per FBC, TAS 202 -94
3) Water Resistance Test per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
along ,with marked Cyclic Wi d Loading per FBC TAS 203 -94
installation diagram of an aluminum
system, prepared by Fenestration T ummure window wall
FTL -5070, dated 10/05/06, signed and sealed by Malin v, Brinson, P. .
FOR REFERENCE ONLY P.E.
S. Test reports on: 1) Air Infiltration Test Per 2) Uniform Static Air FBC, TAS 202 -94
Pressure Test Loading per FBC, TAS 202 -94
3) Water Resistance Test per FBC, TAS 202-94
4) Large Missile Impact Test per FBC. TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202
along with marked -up drawings _94
and installation di
door, prepared by Fenestration Testing Laboratory,, T� of a aluminum Reports Noutswing
FTL -426?, dated 08/13/04, signed and sealed, by Edmundo Lar
FOR REFERENCE ONLY (Submitted udder ��d� P•E:
6. Test reports on: 1) Air Infiltration Test per FBC, TAS 02 -94 #45-030X.04}
2) Uniform Static Air Pressure Test Loading
3) W� Resistance Test P4 FBC, TAS 202 -94
4) Large Missile Impact Test peer FBC, AS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94
along with mark
ed -uP drawings and installation di of a aluminum
door, Prepared by Fenestration Testing Laboratory, ,Inc�., Test Reports No. outswing
epo No.g
.FTI. -4257, dated 07/18/04, signed and sealed by Edmundo Largaespada, P.E.
7•
FOR REFERENCE ONLY (Submitted infer previous NOA #10-0511.02)
Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
3} Water, Resistance Test, per FBC, TAS 202- 94(Not performed)
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94
�wL.l
Manuel Pe ,E,
Product Control xa or
NOA No. i 2,05
Expiration Date: November 21, 2012
A-2 APProval Date: October 20, 2011
is sm & LLC
B. TESTS (CONTINUED)
7. along with marked-up drawings and installation
XXOG door system, of a aluminum a
rio. )}°i`L -3997, dated 12,M4/03, signed Testing Laboratory, Inc., T� Report
FOR REFERENCE ONLY � Sealed by Edmundo �'g�Pada, P.E.
mddted and�p"'Mur NOA #084202.14)
C. CALCULATIONS:
I. Anchor ver2$cation calculations and structural
and FBC -2010, prepared by Al -Faro Co analYSis, complying with FBC.2007
signed rporation, dated 02/16/11 and 07/19/11,
2.
seated by Javad Ahmed, P.E .
2• Glazing complies with ASTM E1300 -04.
D. QUALITY ASSURANCE
1. Mi '
ami -Dade Department of Permitting, Environment, and Regulatory
Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 09 -0223.05 issued to Solutia, Inc. for their "Saflex
layer Glass Interlayer" dated 04/0&/091 i ' Multi -
2. Notice of Acce p on 04/08/14.
piance No.10- 0331.02 issued to Cytec Industries, Inc. for their
"Uvekol S Laminated Glass Interlayer", dated 05105110, expiring on 02!08/14.
F. STATEMENTS
1. Stateragnt letter of conformance, no financial in
sealed by Javad Ahmed, P.E. terest, dated 09!28!11, signed and
2• Laboratory compliance letter for Test Report No. FTL -3465, issued by Fenestration
Testing Laboratory, Inc., dated 8/8/02 signed and sealed by
James Worth,
(�S'ubmiW unrder.NOA 0"921.0.1, � � � P.E.
3• Laboratory compliance letter for Test Report Laboratory, No. FTL -3721 issued by Fenestration
ry, Inc., dated 4!15/03, signed and sealed by Joseph Chan, P.E.
('seed wider NOA #034925.01)
4. I.ab��ratory compliance Wicr for Test R
Testing Laboratory, Inc., dated 8/7!03, signed and sealed issued C Fenestratic ,
(Submitted under NOA #03- 0925.0.1 eP hen, P.E.
5•
Asset purchase a$reemerrt dated September, 2010, signed by seller. Mr. Jim P
Manager' and buyer: Mr. Leon Silverstein, Manager (not signed by buyer), ender
G. OTHERS
1• Notice of Acceptance No. 07 -M.02, issued to Smith
Parade Pane forth Serie�"SMI -l75"A Impact Systems -by
lammum W"adow [tall SySteln
approved on 11/15/07 and expiring on 11/21/12. - L.M.I.,
Ma eI Per P&
Product Contro xa finer
NOA No. 2pg
• Expiration Date: November 21, 2012
X-3 Approval Date: October 20, 2011
m
THIS SYSTEM MAY BE USED IN COPLRTNCITDN WITH MIAMI —DWE
COUNTY APPR'D LARDS MISSILE DB+ACT RESL4MANT DOORS.
LINER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED.
THIS PRODUCT
HKm HAS BEEN DEAD AND TESTED TO COMPLY WITH THE
HUljNE ZONE (H C 2007ADIO EDITION TNCLUpittH
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS
EMIT TO BASE MATERIAL SHALL BE BEYOND VMIL DREMING tlli ANCHORS
ANCHORING OR WADING CO'NDIT IMM NOT SHOWN Ru THESE DETAILS
ARE NOT PART OF THIS APPROVAL
A LQAD MMm WREASE 0 USED IN DE'SGN OF ARCIHOflS INTO WOE ONLY.
umms SONIACT WITH 07M O NOT AR M TO SLS SCRETH THAT COME �
F 2007 FLORIDA MD& GEAR MATERIALS �L � THE REQUl�ENT$
SECTION 2003.8.4.
r�
w�
THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
INSTF2 Cl10NS•
USE CHARTS AS FOLLOW.
STEP I DEMom oEM VW LM RF tMWAW TAM
O APPLOABLE � 7 ZONE
SEE C}IARIS ON SHEET 2 FT)R
QVVMY OF DE1 LOAD
OES D 9TZ6
04MK MTOUON CAPACITY FOR A GM SPACM AND
HEO111 lISN6 CHARTS ON SHEET 3 FOR SIcREFRONT
r�nuDN AND SHEET 5 & 8 FOR ODOR NUU.ON.
THE • SNOUI.O EXCEED THE DESON LOAD.
USM CHART ON S EM 4 SELECT' ANCHOR DPHON
IN Si MEMO WM THAN MMGN LOAD SPEMM
zap-5 Tw Loon
AND 4 SHALL APPLY TO RWS Z 3
c
5
S1Ni�E 'D -- EANF_:
FRAME WIDTH D.L.O. WIDTH + 5.00°
FRAME HEIGHT D.L.O. HEIGHT + 5.00°
WINDOW WALL SYSTTM WITH GLASS TYPES 'C'
COMPLY WITH REQUIREMENTS OF ANSI 297.1.
UMINATWD GLASS
..'y �1
AR
GH M[SWX IMPACT
i 9 ZOO
a
0
S
8
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7 T
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GLAW LOAD I ALM - pep
WIDTH D. DIId3. OLIBB TYPB A TIfFB TYPE 'C' 1 Y M 'D aLM TM GLASS LOAD CAPACITY - P6R
D.LQ W1DTH 0.1..0. HERrfiT L7LT.(+)d.0IL( -) L7U:{ +)deaf NO�NAL DRIB. OfA89 TYPB A 0 OL188 TYPE 'D' 6L6� ±IPB D.LO. D�DTH
20" 834 83 0 t -) EXL( +)RItVf +�f.( -) EM (+ .t- D.LM wWH D.Lo. HEB f EXT.( +j&MI TYPB aL� pYPB 0 WD1H l
�• 12ao taco t -) (MdHr.( -) txT + ()aunt { -) oa.( +)�rrd -3 �Q 1
834 8J.0 120.0 �'° Z0• � MtINT.t i txr. +
83.0 80.0 83 ° 63 0 120.0
38° 83.0 1204 10°0 2tY 634 83 a 100.0 800
4,r 834 83.0 120.0 100.0 90 a 3r 63.0 _ 120.0 1� 0 90.0 � F
74. 634 120.0 100.0 80.0 38° 834 - 120.0 100.0 80.0
�• 80 - iZDA 100.0 90.0 M2 88° - 100.0 100.0 804
aw 1QO D 1064 eaa as' _ 100.0 1000
1ooA _ W
�• _ t�.0 1ooa
83.0 83 0 120.c 100.0 - 88' - _ 100.0 100.0 _ p �, G
3r GOO 63.0 120.0 tm.o 80.0 20. 630 - 100.0 1040
83.0
M• &70 8S0 i20A 1ODA �A 834 no 110.0 80.0 <
44. JIG. 83.0 1200 100.0 Sam 38. 834 - 120.0 1°0.0 80.0 VT
air 834 _ 120.0
200 1004 80.0 44* 104' 834 - 120.0 1000 no 3
a* 830 to" BOA �, 63.0 - t0o.D t000 800
so, - 1�.0 1000 _ - -
8r _ - 100.0 100.0 _ d8' _ 1000 1000 _
to0o o' - 100.0 100.0
20' 63'4 830 120.0 1�.a - 2r �.0 - 1000 700.0
28° 83.0 8TA 1240 100.0 90.0 2r 6 63.0 1200 100.0 =+
83.0
� sso e34 ta4o 100,0 90'0 3r 83� _ 1240 100.0 804
44' 83.0 _ 120.0 100.0 90.0 710 63A - 1000 100.0 80.0
BD' BB' 634 121LO 1001.0 ODA SO' - - 100.0 CODA tam:
Sr - 100.0 10pA _ 88° _ loao 100A _ OL S CAP ACMES CN THIS SHEET t
or 1� t00A 2V 834 83.0 1�0 100 - AS7M El (3 SEC. OUSTS).
g�
100.0 &
20• - 1000 100.0 _ 63.0 _ WA
�' 83.0 834 1200 1000 3r 83.0 - 1200 ippp 90.0
322 63.0 63.0 12DA 100.0 904 38' 718' 83.0 _ 120 0 1004 ODA rq
38° 63.0 634 120.0 100.0 e0A 4,r - _ 1004 100.0
B.'10 120.0 8aA 80' 100.6 100 8 2
44' 83.0 _ 100.0 90.0 38' - IODA 1011.0
a0' or 63.0 _ 100.0 10060 0 - - 874 100.0 �tyf
ar _ 100.0 1040 i4 -1 /2' 11B- 1//°22° - _ - y M
_ 120.0 Mm
80• _ - 106.0 100.0 - o - 120.0 1/42 HEAT SntBft MASS 88' 100.0 100.0 _ � 87' _ - _ �-- -_
87' w 120.0 _ _ .080' O47ri m
/ 100.0 _ 84° So MAIQAIUM
74° _
120.0 _
1/4° APBs. CLASS 1/4' ANN. CLASS 1/4° HEAT STREN'D GLASS
.120' UVEKOL- n RM •090' WMVLAYM t /4° WM STM'D GLASS
� FE NAt0YL740 8/W MAT SMM'O GLASS i
1/4' ANN. MASS .120' LA'IXOL -LIG RES81 [ �
Me ANN. GLASS .120` L1YEKm-.Litt RE^.0N
1/4° HEAT STREN'0 MASS
i 1/4° HEAT STMft GLASS
t
ALASS
dM PRODEtCrRRVMD T
EP 34M
WCY
WnN= DOERMEMATE HOOMWALS
24°
30°
34'
4Y
48' 72•
84'
80•
88'
24'
30'
38'
42'
41r 74'
84'
80'
88'
24'
30'
38'
42"
48° 44•
S4'
80'
or
24'
3.
38'
42'
48' 90'
s4'
o'
88'
24'
40'
38'
42'
48' 98'
84'
sa'
2a'
30'
38'
42'
44' 102"
84'
80°
49°
7N0 MOM LOAD QPACr fC - PSI?
1NTN �fY M MYE l017JZONTALS
24'
30'
3B'
4Z'
48' 72•
94'
80`
88'
T8*72r
80°
88°
T3r
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88'
24°
30"
39'
42°
48' 90•
e4°
so"
88°
24'
30'
38'
4a'
48' e8•
84'
80°
e9°
24'
30.
38'
42'
48' 102"
84'
80°
or
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2
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FtA. PE
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24'
30`
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42`
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04'
or
88'
24'
30'
38`
Q.
40'
84'
60`
88`
72`
24'
30
30'
42'
48'
64`
w
68"
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24'
36'
42'
48"
a4'
w
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30°
38°
42°
48`
84°
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96•
72`
24'
30'
38"
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- • -^••� --.x FSiF
EXT.( +) & OR( j ANCHOR LOAD CAPACITY - psv
ANCHORS EKT.( +) & BR.(-) Ee�
DIME. Tym •l� � 8 AAitatOR$ ANCHORS ANCHOR$ AMMONS �gOR8
me Hmm A8 AS A4 AA8 AAS Alb RX US CE CS C4 47 C �� R (W) DIMS. TYPE .A. 99PR .�. � ,R, i YPB C ANCHORS
CM txB CC4 tYID1H (M0. E AS AS A4 AA2 AAS A" on 1TRR _
12 &0 1280 120.0 120.0 1�.0 120.0 120.0 120.0 120.0 120.0 120.0 t�.O 12MO 1�.0 24' 106.3 120.0 120.0 120.0 - 1�•0 1�.0 1�,0 120.0 120.0 120.0 1C4 CC2 1 es Cu z
120.0 120.0 120.0 12DA 12D.0 120.0 120.0 120, 120.0 120.0 12&0 1200 120.0 120.0 30'
1033 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120,0 38• �'� 120.0 1200 120.0 121)0 120.0 120.0 121).0 110.2 120.0 120.0 tt�4 1200 120.0
00.3 120.0 120.0 120.0 120.0 12.0 12". 120, 11 &1 120.0 120.0 118.2 1200 120.0 3r 70.2 1�A MIA 108.7 1200 . 120.0 1200 . 120.0 910 120.0 120.0 90.4 1200 120.0 s
72` 79.0 1185 120.0 120.0 120.0 120.0 1200 120.0 103.3 1200 120.0 101.7 120.0 120.0 48' 108' M2 91)3 120.0 91.4 1143 121).0 120.0 128.0 7 &7 11 &1 120.0 776 1182 120.0 fit
702 108 3 1� 0 108 7 120 0 1200 120.0 12(1,0 91.9 120.0 120A 90.4 120,0 1200 84' 62.7 790 1 S 800 1000 12MO 10&4 INA 889 103.3 I W O VA 101.7 1204 GG
832 84 8 120.0 980 1200 120.0 121).0 120.0 82 7 720.0 1200 81.3 1200 120 0 p• 4 &8 2 &18 71.1 88 9 118 6 94 8 128.0 812 87 9 1�A 802 800 120.0
876 882 1149 87.3 108.1 1�0 11 &1 1280 752 1127 120.0 739 110.9 7200 88" 411 832 843 B4A 80.0 1087 6&2 120.0 86.1 817 1102 84.2 810 108.4 P
517 79.0 108.3 80.0 tO0.0 1200 108.4 120.0 889 7033 120.0 678 101.7 120.0 24' 3 678 7 &6 58.2 72.7 970 77,4 11 &1 60.1 78.2 100.2 49.3 739 08,0
121).0 120.1) 1200 121)0 120.0 120.0 720.0 120.0 1�A 120.0 120.0 120.0 1200 121).0 30' 88.9 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 12x.0 120.0 121).0 VZ Q i
11 &7 120.0 12&0 121).0 120.0 12D.0 120.0 12(60 121).0 1200 120.0 1200 120A 120.0 J8" 79.8 11.8 120.0 120-0 120.0 120.0 120.0 120.0 iOU4 120-0 1200 1017 120A 120.0 W SSA 972 1'�0 120.0 I A 120.0 121).0 120.0 120.0 1�A 120 0 120.0 120.0 120.0 120.0 42' 114' 87 0 88 6 114.0 101.1
86 8 108 3 120 0 1182 1200 74 8 119 120.0 73.4 110`.1 120 0 5
83.3 120.0 1�0 120.0 120.0 120.0 120.0 12,0 109.0 1200 t :A 1073 7200 1200 48'
78' 729 1084 1200 1109 1�0 120.0 120.0 720.0 9&4 1200 1200 838 120.0 1�.0 84• �0 748 988 788 94.7 120.0 100.8 t2DA 88.3 97A 1200 842 98.3 121).08
843 872 120.0 9B8 120.0 120.0 120.0 120.0 80.8 120.0 120.0 83.4 120.0 1200 44`4 68,8 8&7 87.4 842 1113 89.8 120.0 .68.0 870 118.0 67.1 88.8 1142 000 777777
�° 39.9 89.9 793 608 75A 101.1 60.7 120A 822 78.3 104.4 81.4 77.1 IQL7
683 878 11 &7 888 1103 120.0 117.9 1204 783 114.5 120.0 75.1 1128 120.0 24" 9UB 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 121).0 1200 1200 120.6 z
63.0 79.8 108.1 B08 100.7 120.0 107.2 122.0 89.4 104.1 1200 88 3 1014 12 &0 30'
48 8 72'0 97'2 73.8 92.3 120.0 98.3 120-0 0&0 96.4 120.0 620 83 8 120 0 �• 783 113.8 120.0 1192 120.0 120.0 121).0 120A 902 120.0 121)0 07.6 120.0 121).0
120.0 121).0 11!0.0 1200 120.0 120.0 120A 120.0 120.0 120.0 t20.0 120.0 120.0 120.0 42' 120° 842 81.3 108,3 82.3 102.9 120.0 1088 120.0 70.8 4083 120.0 B9.7 100.8 126.0 120.0 120.0 121xo
to" 120.0 120.0 1200 120.0 120A 120.0 120.0 126.0 120.0 120.0 120.0 120.0 120.0 q8"
80.3 120.0 120A 1MA 120.0 1200 120.0 120.0 11 &t 120.0 1274 118.2 120.0 1200 47.4 71.1 94.8 72.0 9o.0 1204 @53 5 -D 810 113.0 1�-0 81.0 91.1{ 121).0
77.4 11 &1 126.0 117.8 120.0 120.0 120.0 120..0 1012 121).0 120.0 99.8 120.0 12&0 p• 42.1 832 84.3 840 �.0 1087 862 121).0 68.1 82.7 1702 842 81.3 108.4EQ
37.9 88 9 763 87.6 72 0 880 78.8 11 &0 49.8 74 4 982 48 8 T3 2 97.8
84° 87.7 101.8 1200 /019 121).0 120.0 120.0 1200 888 120-0 120.0 87.1 12 &0 120.0
80.2 90.3 120.0 91.4 114.3 120.0 120.0 120.0 7&7 11 &1 1-.0 778 9182 120.0 It
80.2 81.3 1083 813 1020 120.0 1088 120A 70.9 10" 120.0 89.7 104.6 12&0 2 1/2 2 1/2' &
492 739 98.5 742 930 1200 . M8 1200 84.4 98 8 120.0 -M4 8 &1 120.0 C
4&1 87.7 90.3 68.8 85.7 1143 81.2 120.0 89.0 SBA 11 &1 88.1 87.1 7182
12&0 120,0 120A 120.0 120.0 120.0 1=0 120.0 120.0 120.0 1MA 12oA 1�.8 72&0 b` at2l/r g• � E $
101.1 1200 120.0 120.0 120.0 120A 12U 1200 12DA 120.0 12D.0 120.0 120.0 120.0 g• 2 1/2° z tom. 2 1/� 64.3 121).0 IMO 12&0 120.0 7200 1200 1�0 7102 120.0 1�.0 1064 1200 120.0 • 21�. 212'
W.2 108.3 1200 1�.7 1WA 120.0 120.0 120.0 94.5 120.0 1200 030 120.0 120.0 2 1/2° �g
632 848 120.0 980 120.0 12MO 120.0 120.0 82.7 120.0 12MO 817 120.0 1�0 � � � L Cf� AS, AAIL Be. C9 CC9 iA
AL 744• r& a - x- --
682 84,7 112.4 88.3 10 07 120.0 113.6 1200 73.8 1102 120.0 72.3 1�.4 1�.0 __
50.8 783 101.1 78A 980 120.0 102.2 120.0 09,1 992 120.0 861 9T.H 120.0
480 BB9 019 898 873 1184 W.9 12.0.0 80.1 902 120.0 592 88.7 IVL3 SEE SHE'EY 7 FOR O1 I10N
411 832 80.3 840 dlao.0 10&7 852 12&0 86.1 817 1102 $42 81.3 10&4 AS m 2 At4 TYPE 'A AT EACH �E OF M1)LLiOA1
1180 120A 1200 120.0 121).0 1200 121)0 120.0 120.0 120.0 120.0 120.0 12DA AAE 2 Ate TTW 'AA! AT EACH $� OF MUUJON
943 120.0 121)0 120A 120A 120.0 120.0 120.0 12&0 12LO 120A 1200 120.0 NO . 2 ANCHORS TYPE 'B' AT EACH SOLE OF MION
790 118 6 1200 120 p 120A 12MO 120.0 103 3 120.0 120A 1 01.7 1200 120.0 CC2 2 2 ANCHORS TYPE 'C' ANCHORS TYPE 'CC AAT EACH SIDEE or muLuoN
87.7 11)1 8 120 0 1029 121).0 t20.0 120.0 88.8 120,0 120A 87.1 120.0 1200 96° 29.3 8&8 178.5 80.0 120.0 1193 120.0 778 1183 120A 78.3 114.4 120.0 AA9 s ANpiORS TypE AA'AAT EACH SIDE t MlRUON
62 7 79 0 10&3 BOA 120.0 108 4 1204 889 103 3 120.0 673 101.7 120.0 IL9 n 3 ANCHORS TYPE '8' AT EACH SIDE OF MW.LION
47.4 71.1 "A 72.0 OOA .1200 �S3 120.0 810 930 12DA 61.0 918 /200 CS - 1.3
ANCHORS TYPE 'C' AT EACH SOLE OF MU11�4
43.1 84.8 �2 868 813 109.1 87.1 11930 S&4 B48 1117 889 832 1109 CC3 0 3 ANCHORS TYPE 'CC' AT EACH SIDE OF MULLION 1y
�8 89 3 78.0 !ID 0 760 100.0 793 119.0 81.7 77.6 103 3 80 8 70.3 101.7 4 ANfStt>RS TYPE A' AT EACH SIDE OF hRR UGH
111.5 120.0 120A 120.0 120A 12DA 120.0 f20A 1200 120.0 12oA 12675 120.0 120.0 AA4 4 ANt210RS TYPE AA AT EACH SIDE OF MULLION • WIMH (,#) - Wt + W2 6 < m
802 120.0 120.0 120.0 12&0 120.0 120.0 120.0 11 &7 1�.0 120.0 1143 120.0 120.0 CCd m 4 ANCHORS TYPE 'CC AT AT EACH SIDE OF I UUjON 2 S.
70.4 111.5 120.0 112.9 1"A 120.0 120A 120.0 87.3 120.0 1�0 98.y 120.0 120.0 T
83 7 05.0 1204 969 120.0 120.0 120.0 120.0 830 120.0 120.0 820 120.0 120.0 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION 0 671 Fie�di
f�3 83.8 1110 847 1059 120.0 112.7 t�i.0 72,9 108.4 120.0 719 107.6 120A _
48.8 74.4 99.1 763 90.1 120.0 1002 120.0 80.8 97.3 120A 833 9&7 120.0 �
44 8 Sea 89 2 873 $4.7 112.9 80.2 120 0 28.4 87A 11 &7 57.4 8&1 1143
40.8 808 81.1 613 77A 102.7 820 1�0 93.0 79.8 108.1 812 78.3 104.4 droatng
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30
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39
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72
33
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42
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39
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114 84
42
84
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9heet 8
TYPICAL ANdK>tr,R
SEE ELEV. FOR SPA CM
TYPICAL
SEE ELEV. FOR
. e '• EDGfi° piSf. ..
• e e.
r
WOOD SUCKS AND METAL STRUCTURES NOT BY SMRH MOUNYAN
MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE
TYPICAL A_NCHOM SM BEV. FOR SPACM
TYPE A'— 144- DIA, ULTRACDN BY 'ELCO' (F"177 KSL Fy=95B I=)
INTO 20Y WOOD BUCKS OR WOOD STRUCTURES
1 -3/8- MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONIC. OR MASONRY
1 71/4- MIN. EMBED INTO CONC. OR MASONRY
TYPE 'AA'— 1/4- DIA ULTRACON BY 'EL (Fu -177 KSL Fy—m KSI)
DIRECTLY INTO CONC. OR MASONRY
1 -1/4- MIN. EMBED INTO CONC. OR MASONRY
TYPE 'B'— 414 SMS OR SELF Q=NQ SCR EWS (GRAIX 2 CRS)
INTO METAL STRUCTURES
STEEL : 1 /8" THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8- THK. MIN. (6083 -T8 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPE 'C-- 5/18- DIA ' (FUe177 X% Fp-186 KS0
INTO 20Y WOOD BUCKS OR WOOD STRUCTURES
1 -31W MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1 -1/4- MIN. EMBED INTO CONC. OR MASONRY
TYPE 'CC'- 8/18- DA ULTRACON BY 'ELCO' (Fu -177 K% F)-188 RSQ
DIRECTLY INTO CONC. OR MASONRY
1 -1/4- MIN. EMBED INTO CONC. OR MASONRY
TYPWX EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2 -1/2- MIN.
INTO WOOD STRUCTURE - 1- MIN.
INTO METAL STRUCTURE - 3/4" MIN.
CONCRETE AT HEAD, SRL OR AM Pc r 3000 PSI MIN.
C-W HOLIAW/Fi= BLOCK AT JAMBS I'm - 2000 PSI MIN.
1YPmx
SEE ELEV. FOR
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SEE SEPARATE NOA FOR DESIGN LOAD -•
CAPACITY OF DOORS AND DOOR ANCHORS, O
LOWER VALUES FROM DOORS NOA
OR STOREFRONT SYSTEM CAPACITY CHARTS
WILL APPLY TO ENTIRE SYSTEM.
It
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FRAME HEAD /SLL /JAMB /MULLION
3.897
.129
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125
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Q POCKET FILLER
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ow
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AS mm.
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SHAH mmwA1N
2
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AS RECD.
E SNAP —IN
6083 —T8
SMITH MOUNTABB
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FIAT F9lE1t. 4' LONG AT ANOM L rAT05
6083 —T8
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AS 1IECO
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8
SMI-003
AS RECD.
SETTING BLOCK (1 4° X ,/2° X 2• LONG)
EPDM 70 39
FRAIRI Loff
7
1/4-20 X 2 -1/4
AS FA.
MULLION SO1�13 g9tfF NIA 3 NWSHFR
—
AT 9' FROM E8 424° 0
8
X12 X 1 -1/2°
2 PER COMM
FRAME ASHY SCREIIS
—
HEX H SELF DRUM
9
518 —M
—
MIEM FOAM TAPE (1/4• X 1/2)
—
M" tApF Wp=
10
988
—
GUZM COMPWNW
—
DON CORNDI9
iQA
899/898
—
OIAZING COMPOM
—
F'ECORA
11
12
—
_
F»WVFOR�tG ONNNEL (STORffRONT ARwpN)
STEMEL
1 -3 18' X4 -1 /1B' X 1 3/�x3llr
—
—
REINFORONG OIANNFJ. (ST011EFRONT MUWON)
SIM
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3/4° X 3-8/8• X 3/4• X 1X)
—
REDDDRC9IG OIANNI (OOOR MULLON)
g�
1' X 3- 18/18' X 1° X 3/16
REINFlWI�VO OUW101 (IX10R MULLION)
SIEEEI
3 /a• x 3-1/Z• x 3/a• x 1 W THK (ASIM A3% Fy 38 KSI)
to DOOR MULLION
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MIAM
a MIAMI- DAD& COUNTY
MC T OF PERMITTING, ENVIRONMENT AND REGULATORY PRODUCT CONTROL SECTION
AFFAIRS (PERA)' 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVLMION Miami. Florida 33175-247d
NOTICE OF ACCEPTANCE (NOA) T (786) 315.2590 F (786) 315 -2599
tiamidade.aov /oe
SMI Aluminum System, LLC
11305 NW 128* Street
Medleyo FL 33178
SCOPES
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami-Dade County PERA Product Control Section
to be u§ed'n Miami Dade Cou* and other areas where allowed by the Authotity Having Jurisdiction (AID.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in. areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacture- will Incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. PBRA reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida 13-
uilding Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series MK-2 Aluminum Enhance Door wAvo Transom-L.M1
APPRO'V'AL DOCUMENT: Drawing No. W03-58 Rev G, titled "Series MK -2 Alum Entrance Door (L.M.I)"
sheets 1 through 9 of 9, inclusive 7.1, Prepared by the AL.- lrarooq Corporation, dated 07/30/03 and last revised on
April 26, 2012, signed and sealed-by Javed Ahmed, P.E., bearing the Miami -Dade County Product Control Revision
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and small Missile Impact
Limitations:
1. See Door Pressure (DP) capacity table in sheet 1 for X & XX doors and sheet 2 for O/X and O/XX doors w/
24" max transom.
2. Lower design pressure shall control, when door or door w/ transom is mulled to storefront system, the
vertical mullion end anchors to be specified per tributary load and to be reviewed by Bldg official.
3. * Doors are not rated for water infiltration, unless covered by overhang or canopy complying w/ FBC.
4. Single & double doors must use closed tabular item 1A (SMI -006) as header.
LABELING: Each unit shall laver a permanent label with the manufacturers name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERIWWA i0N of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an etdorsiement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shah be cause for termination and removal of NOA.
ADVERTISEMENTS The NOA number preceded by the words Miami --Dade County, Florida, and followed by tho
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the r of the Building Official.
This NOA revises NOA # 08- 1202.14 and consists of this page 1 and evidence pages E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, F.E.
a NOA No 11- 1219.13
`� Expiration Date: December 04, 2013
hN Approval Date: May 03 2012
PP Y �
Page I
i CE OF ACCE ANCE: L)0X SUB
A. DRAWINGS
1. Manufacturer's die drawings
and sections transferred from file #08- 1202.14).
2. Drawing No. W03•58 Pav G, titled "Wes MK 2 Alum Entrance Door (L.M.I) ", sheets 1
through 9 of 9, inclusive 7. 1, prepared by the AL- Farooq Corporation, dated 07/30/03 and last
revised on April 26, 2012, signed and sealed by Javad Ahmad, P.E.
B. TESTS (transferred from file #08- 1202.14) .,.
1. Test reports on: l) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Forced Entry Test, per'FBC 24113.2.1, TAS 202 -94
along with marked -up drawings and installation diagram of a aluminum outswinging OiXX &
XXOO door system, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL -3603, dated 11/05/02 and FTL -39971, dated 12/04/03, signed and sealed by Joseph
Chan, p.E.. and Edmundo Largaespada , P.E., respectively.
2. SMI Doors Reference test report No. FTL -6348 per TAS 201, 2
3. SMI Window wall sys, Reference test report No. FTL-3833 per TAS 201/202 &203.
C. CALCULATIONS
1. Anchor verification We and structural analysis, complying with FBC 2010,
prepared by Al Farooq Corporation, dated 06/01 /11 and last revised on FEB 12, 2012,
signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME- 1300 -02 & -04
D. QUALITY ASSURANCE Affairs (PERA).
1. Miami Dade Department of Permitting, Environment, and Regulatory
E. MA'T'ERIAL CERTIFICATIONS
1. Notice of Acceptance No:11- 032&95 issued to Solutia Inc. for their "Saflex Clear or
colored interlayer ", expiring on 05/21/16.
2. Notice of Acceptance No.12- 0130.01, issued to Cytec Industries Inc. for "Uvekol S
laminated glass interlayee, expiring on 02108/2014.
F. STATEMENTS
1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared
by Al Farooq Corporation„ dated 01/26/12, signed and sealed by Javad Ahmad, P.E.
2. Statement of Lab compliance, as Part of the above referenced test reports.
3. Asset purchase agreement dated SEP 17, 2010 between Smith Mountain Acquisition
Co.LLC (Buyer) and Pande Pande, LLC (Seller) signed by Leon Silverstein, Manager and
Jim Pande, Manager respectively on behalf of the companies. LLC dba SMI System or
4. Statement letter dated DEC 06, 2011, issued by Parade Pande,
Smith Mountain Impact System of sales of asset and relinquishing of all rights of NOA #
08- 1202.04, signed by Jim Pande, President.
5. Statement letter dated NOV 11, 2011, issued by SMI Aluminum System of purchased of
asset of SMI System dba Pande Pande, LLC, signed by Manny Valladares.
G. OTHER 2013.
1. This NOA revi NOA # 08- 1202.14, expiring on DEC 04,
2. Die drawings SMI current parts Vs NOA#08- 1202.14 die parts drawings.
3. Test proposal # 03 -0384 dated June 11, 2003 approv by'BCCO.
]shaq 1. Chanda, P.E.
Product Control Examiner
NOAN& 1,142MU3
w_i"onn mtd: December 04, 2013
FRAME HEIGHT EIGHT + 2.583"
FRAME WIDTH ` (XX p00S @ SINGLE LEAF WIDTH + 3.
D.L.O. HEIGHT ) m DOUBLE LEAF WIDTH i
LEAF HEIGHT — 14.438"
D.L.O. WIDTH m LEAF WIDTH — 10.000"
THESE DRS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
—2 AT, MINum E
SEE THIS SHEET FOR DESIGN LOAD CAPACITY OF
SINGLE (X) AND DOUBLE OM) OOQRS W10 TRANSOM.
CHARTS SEE I DS CAPACRY OSINGLE X) AN DOUKE �) DWITH TRANSOM.
DOORS .CAN ALSO BE USED WITH SM -175 STOREFRONT SYSTEM.
FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE NOA FOR
DOOR MULLION CAPACITY.
THE LOWEST VALUE RESULTING FROM
DOOR CAPACITY CHARTS
OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM.
DOORS NOT APPROVED "'INSTALLATIONS WHERE WATER
INFILTRATION RESISTANCE IS REQUIRED.
I
ADAMS ��
MAXIMUM DESOGN LOAD RATING = + 90.0 PSF
(FOR SIZES Mm AWK OR sMALLER uPro CODE tIMM — 90.0 PSF
(CLASS TYPES A. B, C OR O)
OF EF� �D CHHLrw m THE FLfNt BUILDING TESTED ItVELOCITY
HURRICANE ZONE (WMZ).
18Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY
TO TRANSFER LOADS TO INE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATETRIAL SHALL BE BEYOND WALL ORMSING OR STUCCO.
ANCHMMO OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROyAL
A LOAD DMTION INCREASE IS USED IN DESIGN OF ANCHORS WO WOOD ONLY.
MATERIALS INCLUDING BUT NOT UMRED TO STEEL/METAL SCREWS. THAT
WMEEIREM ? TA THE FLORIDA rH (SUM SETTC�TIRR 2 MEET THE
ANCHORS AT MTO. STILE LOCATION
AT HEAD AT 3° O.C.
(3) RECD, FOR CONC. MWALLArION
(S) REOIL FOR WOOD INSTALdATION
StJWACE APPLIED
FAM MUNTINS
MAY BE USED
I
f
RITE
ANCHORS AT MTO. STILE LOCATICH
AT SILT. AT 3" O.C.
(4) READ. FOR COW. INSTALLATION
��ik� NOTE:
A•I14rimns'll -l►21 .I.7, GLASS CAPACITIES ON THIS SHEET ARE
M $BASED ON ASTM E1300 -04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05 —DEC -219
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TYPICAL relCAL FI .•m
FRAME HEIGHT ° 0" HEIGHT + TRANSOM HEIGHT
FRAME WIDTH (X DOORS) SINGLE LEAF WIDTH + 3.625 -
FRAME WIDTH (XX DOORS) m DOUBLE LEAF WIDTH + 3.750 -
D.LO. HEIGHT ° LEAF HEIGHT — 14.438 -
D.LO. WIDTH ° LEAF WIDTH — 10.000° Engr; �j
RN. 1 7�88p
NOTE: 3S7A•
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC -219
APR 2 6 2412
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FRAME WIDTH (XX DOORS) m DOUBLE LEAF WIDTH + 3.750 -
D.LO. HEIGHT ° LEAF HEIGHT — 14.438 -
D.LO. WIDTH ° LEAF WIDTH — 10.000° Engr; �j
RN. 1 7�88p
NOTE: 3S7A•
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC -219
APR 2 6 2412
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1/4- ANN. {LASS 1/4' ANN. CLASS 1/4' HE47 SREN'D GLASS
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1/4' AMC CLASS 1/4' ANN. GLASS 1/4- WAT STWD
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'CYF�' SY 'SOLUTIAl IA/EICOI -liQ. RESIN Sq tIR, \
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FOR VA�tlo
WOOD DUCKS AND METAL STRUCTURE NOT BY 'SMI SYSTEMS' '
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE,
TYPICAL ANCHoRt
SEE EIEV. FOR SPAt3NG
(F.177 K9, Fy.155 M
INTO 28Y WOOD
BUCKS OR WOOD STRUCTURES
1 -3/8' MIN. PENETRATION INTO WOOD W
THRU 18Y BUCKS INTO CONC. OR MASONRY
1-1/4° MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -3/8' MIN. EMBED INTO CONC.
1-1/4" MIN. EMBED INTO MASONRY
1 -3/4° MIN. EMBED INtO CONC. AT SILL ONLY E
Z4" IA TEKC maL FIEY CCY F DRI 1 Fxtr SCREM (GRAF1 2 C" INTO ME
INTO MWdI -DADE COUNTY APPROVED MULLIONS (MIN. THK. m 1/8') '
METAL STRUCTURES
STEEL : 1/8' THK, INN. (Fy - 36 KSI MIN.)
ALUMINUM : 1/8' THK. MIN. (6063 -TS MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
mom IDLE D I_ STANCt
INTO CONCRETE AND MASONRY m 2 -1/2' MIN.
INTO WOOD STRUCTURE ® 11' MIN.
INTO METAL STRUCTURE m 3/4' MIN.
CONCRE1ff AT HEAD SILL OR JAMOS f c . 3000 PSI m*L § S
C -90 NOLLOW/FUM BLOM( AT A MOS I'm a 2000 PSI MIN.
CW.AT� d
ALL FRAME AND LEAF CORNERS AND INSTALLATION SCREW$
SEALED WITH SILICONE.
I
ALTERNATE RNPER
THRESHOLD
OPTIONAL TO
SADDLE
THRESHOLD
4 ` 14
ML ANCHORS
ELEV. FOR 6PACING 1— — El
4 n" JAV ®A MAD pui;n�g 1 $ODD CO �SEEELLVA "F ACID
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PANICC WITH
VEIRTICAL RN
1/4' 1"
ACTIVE 1,EA11jr
SMM SPACE
A� — — — — — — — —
IN—ACTIVE LEAF
nPICAL ANCHORS
— — — — — — -
— — - L
SEE 111"
FM iFAEING
6
METAL
STRUCTM
.............
D.L. OPG. o"m I
ADAM RITE
3 POW Sm
D.L. Mo. EXTERIOR
2 POW EXXT
kL ANCHM
IEV FOR SPACING,
OPrH)N 2 OR 3
#8 X !L8- PH SMS
ppm
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A7 5 FROM ENDS'
& 13" O.C. MAX 1/4' MAX
— —
— — — — — — r SHIM
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- — —
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STRUCTLIJ
IF
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y FOR SPACING
OPTION F6
ADAMS
3 Pm SYS.
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drawing no-.
W03-58
r
0 =cn+� tr
mssrl",
0 Wffm
RElfUWM
SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF
STOREFRONT, DOOR MULLION AND DOOR MULLION ANCHORS.
LOWER VALUES FROM STOREFRONT NOA OR DOOR CAPACITY
CHARTS WILL APPLY TO ENTIRE SYSTEM.
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