WS-16-1249 (3)0 Miami Shores Village a
10050 N.E.2nd Avenue NE
Miami Shores,FL 33138-0000
.
Phone: (305)795-2204 73
Expiration:
111061016
Project Address Parcel Number Applicant
479 NE 102 Street 1132060170840
Miami Shores, FL Block: Lot: HENRIQUE SOUZA
Owner Information Address Phone Cell
HENRIQUE SOUZA 479 NE 102 Street (646)320-4171
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone
Valuation: $ 3,505.24
OCEAN DOORS AND WINDOWS (305)888-5718
.��.�.-.. .�,�., _ ,.....,.�._. Total Sq Feet: 0
Type of Work:REMOVE&REPLACE 2 IMPACT DOORS Available Inspections:
No of Openings:2 inspection Type:
Additional Info: Window Door Attachment
Classification:Residential Final
Scanning:3 Review Building
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $2.40
DBPR Fee $2.00 lnVO1Ce# W3-5-16-59715
DCA Fee $2.00 05/10/2016 Check*7764 $139.40 $0.00
Education Surcharge $0.80
Permit Fee $120.00
Scanning Fee $9.00
Technology Fee $3.20
Total: $139.40
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DQQRS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing inform i is a rate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize theabove- a work stated.
May 10,2016
Authorized Signature:Owner / Applicant / Contractor / Agent Date
Building Department Copy
May 10,2016 1
Miami Shores Village F"--7 r, - �, =
w r e Building Department MAY 10 2046
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972 - _---
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 201`4
BUILDING Master Permit No.
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION SHOP
// CONTRACTOR DRAWINGS
JOB ADDRESS: `7'79 IJE 10 Z net
City: Miami Shores / County: Miami Dade Zip: ai
Folio/Parcel#: — ZO '"" o 1:7 _ RS( she Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: ff Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): +� Ve Phone#: 6 q f -3 ZD 17J
Address: T 7 7 Q P 10 l k"9 �-^
City: Nla4lyw State t— ( _ Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: 0&4917 1Aodj ge Phone#: 30S-$Bg Sa/d
Address: -?S/aS
City: 4.a/ State: Zip:
Qualifier Nam Phone#:
State Certification or Regis ation#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
2
Description of Work: SER-1AtlF LES®AGE *00,0
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ J °
(Revised02/24/2014)
"I
j
Bonding Company's Name(if applicable)
Banding Company's Address
C* State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address 1
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate Ilermit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,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$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is iss d. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature lgnature
OWNE or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day off A20 by /' day of r, by
-12VIrlq(1Q o is personally known who i
me or who has produced as me or who has produced
identification and who did take an oath. identification and who did take an oath.
NOTARY PU NOTARY PUBLIC:
Sign: Sign
Print: Print: ' GREILYRICAU
U1I)A JACOB :.: W CCWMISS10d# "113284
Seal: �} MY COMMISSION#FF43853 Seal: EXPIRES:Apiii 1.,,2018riters
EXPIRES:Augur 14,2017 Bonded Ttn Notary PuW underwriters
******************************* *** * ******************************************************************
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-1395
� 1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
PINEDA, NORGE L
OCEAN BUILDING GROUP, INC
8154 NW 67 STREET
MIAMI FL 33166
Congratulations! With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range STATE OF FLORIDA
from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT=t�F$USINESS AND
and they keep Florida's economy strong. Q' PROFE, IO IGt1LATiQN
€s '• rn..
Every day we work to improve the way we do business in order to CGC 1518544 -` r ¢ eW:E? 03/2014
serve you better. For Information about our services,please log onto
j www myff oridallcer .c m. There you can find more information CERTIFIED G 0ASI ?PsI I RACT�
about our divisions and the r�uiatlons that impact you,subscribe PINEDA NOR i
to department newsletters an learn more about the Departments OCEAN BUILDIh
initiatives. �.<
Our mission at the Department is:License EffktienNy,Regulate Fatly.
We constantly strive to serve you better so that you can serve your nthe proxGs3ana'at Ch.4es M.
customers. Thank you for du `s cERTlE+Etl under
ng business in Florida, e � D .. �;
and congratulations on your new license! a»s
DETACH HERE
RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTXW INDUSTRY LICENSING BOARD
CGC151&W
The GENERAL CONTRACTOR
Natbd below IS"CERTIFIED
Under,the provisions of Chapter 489 FS.
Expiration date AUG 31.2016
❑ >•
PINEDA,NE7SGE_L'-
OCEANBUILDII�
71t?DNW 72TH ASE
MIAMI F1- �, a .
ISSUED: 0610312014 DISPLAY AS REQUIRED BY LAW SEQ# L1406030000948
1$
Local Business, X Receipt
Miami-Dade County,.- State of FloridaLBT
I
-THIS. IS NOTA BILL - DO NOYFAY;
6653662
BUSINBSS NAMWI OCATION Recd +r NO: EXPIRES
OCEAN DOORS AND WINDOWS INC RENEWAL SEPTEMBER 30, 2016
7100 NW 72ND AVE 6824717' Must ice:diW4ed at pig of business i
MIAMI FL 33166'; Pursuant to urtty Gods.:
Chautar8A'-Art 9&1+0
SEC.TYPE OF BUSINHS6
OWNER PAYMENT RECBIYEf7!',
OCEAN DOORS AND WINDOWS INC 196 GENERAL BUILDING,CONTRACTOR BY TAX COLLECTO61
Worker(s) 1 CGC15185Ad $75,00 07/09/2015 d
CREDITCARD-15-035136
This teoel Businen Tgg 8e0e0 only C rms pap"alefdoLml Busies Tax.The ReWO W nut a lioaeae.
Holdar AVera ueaw owo�ry Iwm a&d requi 8 WMA sly m the bo i .am:fir erItllenY 4e++@qunemsi
The RECEIPT N0.am Mw be dlsplsyted on all comearclai"Moles-trill-bad o Code Sea 08-2711.
For more waft dom aiaft
� y i
C CERTIFICATE OF LIABILITY*INSURANCE 03/21/201.6
THIS CERTIFICATE IS ISSUED AS A MAT"OF INFORMATION ONLY AND COWERS-NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DWS NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELDW- THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERM AUTHORIZED
REFRESENTATIVE'04 PRODUCER,AND THE CERTIFICATE HOLDER.
IMPUFTAW II an ADDITIONAL INSURED,the );;Istat I4aD endwse SU 15 WAIVW,subject to
tho tents and condkkas of Itis policy,certaln poNdes may nwp*9 an wmfwsmmt. A st8ftmat on els cingkate does not Confer ruts to aha
"#Memo r to of such @ltdOr"mem .
SUVE=OR rKSORA14M VOKSULTANT t' 59IB62-1411 t>ist#aua-1769
12401 orange Drive Suite 135 A3aRiArdSB1cFL.CON
i5avien 33330 A ARCH SVZCJALTY rKSURAmm COMPAW
OCIW4X DOOR AND WX , nx t
7100 NK 72 AVE. ,
MXAKt, FL 33166
COVERAQUNumeW
C ATi3�
THIS is TO CERTIFY THAT THE POUC 98 OF ROURANCE L#BTED 8PLOW HAVE BEEN ISSUED TO THE INSUFtED NAMED ABOVE FOR'T#
INDICATED. NOTIMTHST ANY RSOLPREMENT TEII OR CON OF ANY CONTRACT OR OTHER ENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED By THE POLICIES DESCRIBED HEREIN ISSUBJECT To ALL THE
EXCLUSIONSAND COND(T OF SUCH LST$ MAY HAVE BEEN REDUCED BY PAID TERW`
LTA
TtiPOot t its
A X COWAMW GDts6►i61 UABLRY x 7C 100$9174.00 03/1902015 0312912027 g 1.000,000
oc" t 100,000
mm Vp are $ ^R 10,000
PS"OftkH ADV ftAIRI' IS 1,000,000
OWERAL AGOPAGATE Is 2,000,000
X t Mm (_.j ax
73-&OUPX#*AtiG 15 2,000,000
3
B Attr 4150140020672 of014/"25 0911#1Xi6 ;AUT 3 1,000,000.00
ANY AUTO 90my O nosy(PWP +) Is
S
29 $ a41A19p0 OWLY KAPY(F%r ) .S.
$ aaaisQasass X $
P-IR
S 10,000,00
IAtr OE tR X$50062836 03/1912015 03/2902017 04m 00WARME 8 11000,000
excl"DWI _rm-ooms
X78 $ 0
1
D A b t M i5680 02/01/2016 02/02/2017
AW PAROPRtB3ORA X4fP mys fN
OFf m ey'"um? dAY ti.L EACH 0_ SO 000 0
N .ffis EL DMFAS9-tA �.�GHyg00.00
ffftCRWnDN
OFOPERATIOMILOCATMIVM*ME911C00 f8l,AddsWWs#RMft SChOdUft,001 W AftWhOd NOW*SPAft ftngaft*
Certifioate Holder is listed as Additicual insured:
GENERAL CONTRACTOR
CGC 15185"
CWMF1`GATS R CANCl4lLA
fdlAMl SHORES LOLLAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
MIAMI SHORES BUILDING 8i ZONING IWE EIMAT#DN DATE THEREOF, NOTICE WILL BE DELIVERED IN
30050 HE 2ND AVENUE ACCORDANCE VM14 THE POLICY PROVISIONS.
MINI SHORES,FL 33138
AxavE
lxoger Guerrerc,>AsT _
0 9888.21144 ACORO CORPORATION.AN ftf is#*
ACORD 25(201401) The ACORD nam and"o are regfttmvd tuts of ACORD
RNS025rwmra
i
CA ind version 2 . 1. 1 .4 ASCE 7-14 AY 10 "'S
Developed by MECA Enterprises, Inc. Copyright 2016 wtew.macaenter ri es.cor
Date 5/9/2016 Project No. 2016.649
Company Name OCEAN DOORS AND WINDOWS Designed By AA
Address 7100 NW 72ND AVE Description INSTALL DOORS
City MIAMI Customer Name OWNER
State FL 33166 Proj Location 479 NE 102ND ST
File Location: C:\Users\Armando\Documents\Afe Work\Plans\Ocean Doors and Windows\2016.649 479 NE
102 ST\Calculations.wnd
-t
.�• I I 1 I
Roof not I I 1 1
I I 1 I
,J t�
a.}1t7mr'fl
I I 1 I
1 I 1 1 I
4
t
I 1 1
WAS Gable hoof 7<6<45
Wind Pressure on Components and Cladding (Ch 30 Part 1)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Width of Pressure Coefficient Zone "a" = 5.4 ft
Description Width Span Area Zone Max Min Max P Min P
ft ft ft^2 GCp GCp psf psf
--------------------------------------------------------------------------
D1 3.08 6.66 20.5 5 0.94 -1.29 38.18 -49.89
D2 3.08 6.66 20.5 5 0.94 -1.29 38.18 -49.89
Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85
Qhcc: .00256*V^2*Khcc*Kht*Kd = 33.94 psf
•• ••• • • • • • ••
• •• • • • • ••• •
• • • • • • • • • • •
•• • • • • • • •• • •
000 go*
go: got
••• • • • • ••• • •
•.• . • • ••• • •
MZCAWind Version 2 .1 . 1 .E per ASCE 7-10
Developed by MCA Enterprises, Inc. Copyright 2016 www.macaenterprises.c�m
Date 5/9/2016 Project No. 2016.649
Company Name OCEAN DOORS AND WINDOWS Designed By AA
Address 7100 NW 72ND AVE Description INSTALL DOORS
City MIAMI Customer Name OWNER
State FL 33166 Proj Location 479 NE 102ND ST
File Location: C:\Users\Armando\Documents\Afe Work\Plans\Ocean Doors and Windows\2016.649 479 NE 102 ST
\Calculations.wnd
Directional Procedure All Heights Building (Ch 27 Part 1)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Basic Wind Speed(V) = 175.00 mph
Structural Category = III Exposure Category = C
Natural Frequency = N/A Flexible Structure = No
Importance Factor = 1.00 Kd Directional Factor = 0.85
Damping Ratio (beta) = 0.01
Alpha = 9.50 Zg = 900.00 ft
At = 0.11 Bt = 1.00
Am = 0.15 Bm = 0.65
Cc = 0.20 1 = 500.00 ft
Epsilon = 0.20 Zmin 15.00 ft
Slope of Roof = 2.37 : 12 Slope of Roof(Theta) - 11.15 Deg
Ht: Mean Roof Ht = 13.50 ft Type of Roof = Gabled
RHt: Ridge Ht = 17.00 ft Eht: Eave Height = 10.00 ft
OH: Roof Overhang at Eave= 3.00 ft Roof Area = 5789.00 ft^
2
Bldg Length Along Ridge = 80.00 ft Bldg Width Across Ridge= 65.00 ft
Gust Factor Category I Rigid Structures - Simplified Method
Gust1: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht = 15.00 ft
lzm: Cc* (33/Zm)^0.167 = 0.23
Lzm: 1* (Zm/33)^Epsilon = 427.06 ft
Q: (1/ (1+0.63* ( (B+Ht)/Lzm)^0.63) )^0.5 = 0.91
Gust2: 0.925* ( (1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm) ) = 0.88
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/-0.18
Figure 27.4-1 External Pressure Coefficients
Cp - Loads on Main Wind-Force Resisting Systems
•• ••• • • • • • ••
• •• • • • • ••• •
•• ••• •• • • • ••
• • • • • • • • • •
•• • • • • • • •• • •
• •• • • •• • • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
MIAMF pE MMM DADS COUNTY
s PRODUCT CONTROL S$CTION
11805 SW 26 Streets)t o 208
DEPARTNWM OF REGULATORY AND ECONOMIC RESOURCES(RER) Mwni,Florida 33175-2474
BOARD AND CODE ADFDNISTRATION DIVISION T(786)315-2590 F(786)315-2599
ANCE OA wwwmiamidade.8ov/e=omy
I;MTANCE
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 RER Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AIM-
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 £ails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER 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 Building Code,
including the Hi 1
DESCRIPTI =0 " nc D �w/ ideliL.M.I.
APPROVAL DOCUMENT:Drawing No. 11005-1 Rev E,titled"Alum.French Door&Sidelites,Impact",sheets 1
through 10 of 10,dated 04/04/2012 and last revised on 05/29215,prepared by PGT Industries, signed and sealed by
Anthony Lynn. Miller;P. E., bearing the Miami-Dade County Product Control Revision.stamp with the Notice of
Acceptance number and Expir 01 Section.
MISSILE IMPACT RA :Large and Small Missile Impact Resistant
Limitations:
1. Use of Table 1,require full length reinforcements(item#22)for OX,XO,XXO,OXX,OXO and OXXO.The
lower design pressure from X,XX door or 0(sidelite)shall control.
2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16"HS glass at interior side.
3. %4"Elco Ultracon(former Tapcon)to be 4110C into Cone.and 6"into CMU(jambs).
4. Unlisted missing items#68,69,75-89 and 100-102 in Bill of Matexial are not part of approvals
5. Applicable Egress requirement to be reviewed by Building official.
LABELING: Each unit shall bear a permanent label with the manufacturer's 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.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of tcxOA is displayed,then it shall be done
00
in its entirety. : i 's o i i i i i
INSPECTION:A copy of this entire NOA shall be provided to the user DY4he lia"cd��r gar�• butom and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#12-0516.02 and consists of this page 1 and evidence pages E-1,as well as approval
document mentioned above. • •. ... . ... . .•
The submitted documentation was reviewed by Iphaq I.Chanda,P.E . '.. :
. .. . . .. . . .
Em
15-0528.24
MIAMNDADE COUNTY . . . er 18,2017
ly 23,2015
. Page 1••• •
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections(Submitted under files#listed below)
2. Drawing No.11005-4 Rev E,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 10
of 10,dated 04104/2012 and last revised on 05/29215,prepared by PGT Industries,signed and
sealed by Anthony Lynn Miller,P.E.
B. TESTS(Submitted under files#12-0516.02/#11-1013.22)
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of fixed sidelite(0)w/insulated
laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No(s)FTLr-
6864,dated 04/02/12,signed and sealed by Marlin D.Brinson,P.E.
2) Test report 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
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94
Along with marked-up drawings and installation diagram of Aluminum outswing doors
w/sidelites,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No FTL-5212,dated
05105/2007,signed and sealed by Carlos S.Rionda,P.E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 05/22/15,complying with FBC-
214(51h Edition),prepared by PGT,signed and sealed by Lynn Miller,P.E.
2. Glazing complies w/ASTME-1300-02,04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.11-0624.01 issued to E.I..DuPont DeNemours&Co.,Inc. for their
"DuPont Butacite®PVB Interlayer",expiring on 12/11/2016.
2. Notice of Acceptance No. 114325.05 issued to Solutia Inc.for their"Saflex(clear&calor)
interlayer",expiring on 05/21/16.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5`h edition)and letter of no financial interest,
prepared by PGT,dated 05/22/15,signed and sealed by Lynn Miller,P.E.
2. Lab compliance as part of the above referenced test report.
.. ... . . 0 . ..
G. OTHER 0. 0 0 0 0
` 1. This NOA revises NOA#12-0516.042 expiring10 8/ : : : : 0•
2. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D.Gascon,P.E.
• • • :—r. shaq . i�inda,P.E.
• Product�oultotExaminer
0 Ntf.4 No!15-0528.24
Expiration Date: October 18,2017
•;• : ; j1qprepi Hate-:July 23,2015
E-1 . . . . . • • • .
NOTES: OUTSWING IMPACT FRENCH DOORS AND SIDE UTE(S)
1.GLAZING OPTIONS:
A.318 LAM-NOM.(.402'1 CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEP3AFE MAXIMUM '
PLUS(1)LITE OF 3/18'HEAT STRENGTHENED GLASS.
S.318'LAMI NOM.(,4029 CONSISTING OF(1)LITE OF U8 HEAT STRENGTHENED dLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLE)UKEEPSAFE
MAXIMUM PLUS(1)LITE OF 3/10°HEAT STRENGTHENED GLASS.
C.7/18°LAMI NOM.(.406"1 CONSISTING OF(1)LITE OF 3/18°ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM
PLUS(1)LITE OF 3118 HEAT STRENGTHENED GLASS.
D.7/18 LAMI NOM.(AW)CONSISTING OF(1)LITE OF 3118'HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE Y 111
MAXIMUM PLUS(1)LITE OF 3116°HEAT STRENGTHENED GLASS. NOA DRAWING MAP
E.13118"LAMI IG NOM.48409 CONSISTING OF(1)LITE OF 3118°TEMPERED GLASS, AIRSPACE,(1)LITE OF 118 HEAT STRENGTHENED GLASS PLUS AN.090 PVB U
INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3M 8'HEAT STRENGTHENED GLASS. TOPIC SHEET N d
2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2 GENERAL NOTES............ 1 O
A NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1
®S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. GLAZING DETAILS...........1 8
3.CONFIGURATIONS:X.0,XX,80,OX XXO,OXX,OXO,AND OXXO. DESIGN PRESSURES....•.2
4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL ELEVATIONS.................... 3 OVp coJ
SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE VERT..SECTIONS.............4 LL J LU Q
REQUIREMENTS SEE SHEETS 8 THROUGH 10. HORIZ.SECTIONS........... 6 •ct a L1 r
6.SHUTTERS ARE NOT REQUIRED. PARTS LIST...................... 6 C � N LL
8.SEALANT:IPiSTALLATION SCREWS, D WITH CLEAR COLORED SEALANT.
FRAME AND PANEL CORNERS SEALEEXTRUSIONS,,,,,,,,,,,,,,,,,,, 6.7 N p ot) O
7.REFERENCES:
®TEST REPORTS FTL-4984,6212&6884;ELCO ULTRACON NOAS:;ANSUAFB,PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE....................8-10 Z O W �
O zQ
DESIGN MANUAL.
e.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE W
FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY t=
HURRICANE ZONE{HVHZ) OIASS ABBREVIATIONS p F- X:9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: HS'a ANNEALED 111p O Z
HS.o HEAT-STRENGTHENEDA.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. p, p
B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 6),13 REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED
} Q
TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. cc
93 *—mr94
k1ir
9 N o = d
Lu z kit
:....: 30
• • 30
90
• 74S BITE � �• 73 . . 1/2'GLASS BITES BITE•...•• EXTEMEXTERIOR � 6 �
a
0000: a • • • HS
3/16 AN.OR 114'AIRSPACE 3Mg•HS.
•••i(B�AAA�N.OR • 8° .
••••i • H3.6LAS3 3/1
3/18'HS. H3.GLASS 3M 8 TP.GLASS GLASS ``````��
• 090 PVd1NTERLAYER• • GLASS
09OPVB INTERLAYER G ``` ic.•... ....
•••••
(DUPONT BiIIACITE 0 (DUPONT BUTACITE OR 118 HS.GLASS
090 PVB INTERLAYER
•• EEPSAFE SAFLEXIKEEPSAFE BUTACITE) �: �' e ►'a
• �VIAXIMU •• MAXIMUM) (DUPONT 13118'NOM.
••••• •••• • 3/8 NOM. _7/18'NOM. GLASS _ :z is o i 0'
• • GLASS STACK GLASS STACK STACK �'• ° �'
00000
••• 3/8°LAM{NOM. Z
7/16"LAMI NOM. 13/16°LAMI IG NOM. � 7��•'• �'� J
GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION C OR D,NOTE 1 GLAZING OPTION E,NOTE 1
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS {VOTES: #Avwbs dt 'O
APPROVED CONFIGURATIONS:X,XX,O,OX XO,OXO,XXO,OXX&OXXO �£� �
(FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) I. AGLrS LTAME(1/8" PVB 3118°HS) ky
REINFORCEMENT IS REQUIRED AT DOOR 8a SIDE LITE CONNECTIONS B 3/8LAMI(V8'HS,.000 PVB.3/1("HS)
DOORS WITH GLASS TYPES A,B,C,D OR E c,7116'LAMI(3116"A-090 PVB,3(16'HS)
HEIGHT D.7116-LAMI(311("HS,.090 PVB,319("HS)
87 3/4" 91314" 8°_95 3/4" E.13/18"LAMI IG(3118'TP,1W AIRSPACE,1/8"HS,.080 PVB,3118°HS)
X WIDTH XX WIDT " -833!4" 52 cv w
o ° +75.0 -75.0 + .0 75.0 +75.0 75.0[+75.01_75.01+75.01-75.0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. N
3 371/2" g 713/ MAX.OXIXO WIDTH =731Ir
O 1MDT LE SIDE LITES WITH GLASS TYPE A MAX.oxo WIDTH=109112"
MAX.XXOIOXX WIDTH=107 314' O g 27314- +75.0 -75.0 +75.0 - +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 MAX.OXXO WIDTH=143 314- o
361/8 +75.0 -75.0 +75.0 -75.0 +71 A -71.4 +67.6 .67.6 +64 2 -64.2 3.SINGLE DOORS 33 618°WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64118" �-� � W �C
36 314" +75.0 -75.0 +74.9 74.9 +70.4 70A +66.6 -66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE J �
O WIDTH SINGLE SIDE LITES WITH GLASS TYPES 5,C,13 OR E �• NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. w
36 314° +75.0 -75.0 +75.0 -75 0 +76.0 -75.0 +75.0 -76.0 +75.0 75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. (A N LL
TAB
LE 2. DESIGN PRESSURES FOR CO INED DOOR I SIDE LITES ONLY 6•EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ad cm
O
APPROVED CONFSJRATIONS:OX X0,OXO,XXO,0)0(&OXXO EX A FROM TABLE 1. Z S
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) 31x0 WITH W HI TYPE A p
REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION �"WIDE x 90'HIGH SINGLE DOOR WITH 20'SIDE LITES 0
DESIGN PRESSURE_+67.81-67.6 PSF U w ��/} Z
GLASS TYPES A,B,C,D ORE W4 z
HEIGHT EX.B FROM TABLE 1. Z O.
OXXO WITH GLASS TYPE A LL.
X_WIDTH XX'----" ge-79 3i4" 7°-83314" 87 314 89 3/4" 80-95 3/4" WIDE x 8S HIGH DOUBLE DOOR WITH 381@°SIDE LITES
DESIGN PRESSURE=+70.41-70.4 PSF N ? LL
20 251!2" 40 473!4" +58.6 -58.6 +65.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.41-47.41 0
271pr X514" +54,9 -54.9 +51.8 -59.8 +49.0 -49.0 +46.5 -48.5 +44.3 -44.3 EX C FROM TABLE 2 w
OXO WITH GLASS TYPE C
•••« If
w 5 +51.7 ,0,-51j 48.8 -48.8 +46.1 -46,1 +43.8 -43.8 +41.6 -41.6 DES GN PRESSURE WIDE x 87 3W G+43.61-43.6 H SINGLE PSF WITH 28°SIDE LITES
• •111/2" 5°' +49.0 9.0 +'46.2 -46.2 +43.6 -43.6 +41.4 41.4 +39.3 -39.3
331/2" 54 683/4" +43.1 .1 +43.1 -43.1 +41.5 41.5 +38.3 -39.3 +37.3 -37.3 EX D FROM TABLE 2. x
OXXO WITH GLASS TYPE C S'ui
• • 112" •6!814" +38.1 .1 138.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.8 -36.8 DESIGN PRESSURE=63 3W WIDE x
DOUBLE+43.11.43.�F WITH 28-SIDE LITES p
4 371R" g°*-A Vr +34.0 ,64 *34.0 -34.0 +34.0 -34.0 +34.0 -M-01+34.01-14.0 8.FOR COMBINED DOOR AND SIDE LITE$FROM TABLE 1,WHICH b
0�R •••• GLASS TYPES A,B.C D OR E REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE
go*:� 103/4"• +75.0 = +75.0 75.0 +75.0 -75.0 +75.0 76.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT
• ••• .12 4 +75.0 -' II +7b.0 -76.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 `�.�`�t •� �iy/"I
• SINGLE ••��'•• +72. -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0
�: d
• $IOL LITE •2t eW +64.9 -t4.5 +61.0 -61.0 +57.8 8 +65.0 -55.0 +52.4 -52.4
z-
+52.9 -52.9 +49.8 +44.7 -44.7 +42.6 -42.8 ^�? O
118" +36.2 -35.2 +35.2 -35.2 +35.2 -35.2 +352 -35.2 +34.4 -34.4 ay :ftp
314" +34.0 -34.0 +34.0 -34.0 +34.0 34.0 +34.0 -34.0 +34.0 -34.0 �``
•,��, FzO �
�� �• • P ``
rrr� �H
731/2"MAX. 109112'MAX 1433!4"MAX363W B.Mbacok
MAX" �"-"�-"-sEE NOTE 3"�-�-MAXp MA�X4-�{'�—sEE NOTE 3--" +— �I?
sy
49 49 41
49
X 04 W
95 iw
(TYP.)' o a
0 0 � W IS
/E[ EEf E E[ JE E� JE Er JE `_1 -�r) 0 X 0 0 X AC . X ENACT 0 S 0
F- to u..
08 O
SEE NOTE 4 SEE NOTE 4
SEE NOTE 4 OXO SEE NOTE 4 SEE NOTE 4 O)()(O 41 � � M
OX OR XO MAx.
38 314" 175
71 3/4°MAX iJJ Z
24 9/18'MAX co Z
LU
MAX.
DLO(TYP) D (TYP) G Z N W
I A • , A- , B LL a
4 9553x4 49 41 G g N d
• Hr. w
(� • . 95 3/4"
• • MAX, m
• 10 (TYP•)
•0000 8438" •.... MAX. . MaxpJ Mf
. X
���'''��'����•••• MAX. ��•
i•• • 0 go 'T� •• DLO
••• • • • • •• (TYP.) DOOR c
•••• • • •• DLO HEIGHT =HEIGHT-11�8°
••i DLO WIDTH W =DOOR WIDTH 4215/18" z
(TYR) :• •: ••••C IC F F DLO WIDTH IX=DOOR WIDTH/2 415118°
••• . DI ••
1 __ • X • •• • �' AC . JAb4C7 O SIDE LITE tttttt�ii1��
DLOHEIGHT HEIGHT-1130" \`��t
• ••• • i DLO WIDTH -WIDTH-31/8' �� A( ......
q•. • • •. A_• B
XX 0
••
•..• •••i 0 41
NOTES: • •
1.FOR ANCHMME DETAILS SEE SHEETS THROUGH 10.
F I S SEE SHEETS 4 AND 5. u
BY 314"WHEN ASSEMBLED TO MAKE'XO','O)C,'OXO AXO','OXX'AND'OXXO'CONFIGURATIONS. x Vc ".t f co4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECT (SEE APPLICABILITY SHEET 2). y �
5.CLEAR OPENING FOR 19 AND 70C DOORS AS FOLLOWS: (X`DOORS=WIDTH-5.848) (XV DOOR=DOOR WIDTW-4.079) ����dyy'y .. P�O``;�
3 ,,,KN. 7
faP��^il'a f !
40 EXTERIOR INTERIOR
N W
10 1 2 60
64 AT HEAD/JAMB O Q
37 y
60 6J AT SILLIJAMB �p 8 2 h
CLEAR-COLORED
SEALANT C
EXTERIOR INTERIOR 62 J
In p o
® 63 � � O
w `I'
N O
z p o Z
U
MAX W w Z
MAX. MAX. MAX SIDE 62 z�
DLO DOOR DLO LITE ls.
HEIGHT HEIGHT
• •• ® LU
•
' • • e �x4'
• • •• •• C p
••••• .... SL VIEW G-G
""' •••• CORNER ASSEMBLY
• •.• . . 61
rF
:0000: 12
�• ��
•••..• � 1.489
• • Z;H
I
13 POOR SECT.A-A SL SECT.B-B
VERTICAL VERTICAL
4 49 .,w*wtmftdw
a«s.
MAX.XX WIDTH
o • N N � �W
MAx O g
DLO'4 'XX'SECT.C-C �'DLO"`� 31 -3 o
35 36 34 44 HORIZ. 46 5
32 �
20 n
LL
MAX T WIDTH
Z a8 O
W O tr a
O U p im
Z
W =
• INTERIOR O= z
Z N ¢ r-
•
V
DO 'X'SECT.D-D w x
• 46 21 •:.•' 5 • •• HORIZ. EXTERIOR
SPACING,SAME AS
JAMBANCHOR SPACING MAX.SL WIDTH0 .SL�VID=li • (SEE SHEETS 7,8 AND 8)
00.0.0d
L
4.
'$
000.0 •
0 • 66 `��,tuuurJfr��
0 • • I+ !- • SEE TABLES 7 AND 2 AND DLO _z:z pou
:� r-
66
O zu
•• 0 DLO FOR APPLICABILITYNOTES ON SHEETS?S 2 >: Y tq
66 62 62 SL SECT.F-F " YZ
SL SECT.E-E
HORIZ.(DOOR W/SIDE LITE) HORIZ.{SINGLE SIDE LITE} '�,,y�.y� •••••p�o`����
DWG# PGT# DESCRIPTION mw # PGT# DESCRIPTION nwoucTMvoo
1 843E 60411 FRAME HEAD 80 820D 6920D 31DELT{E HEADER M� •1d�drMlOa'
2 1010 8Q300 WS1P.,Q-LON.181 921D 88L1 SiDBUTESILL �w•
3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGM 62 9186 80381 SIDELTTE JAMB �t
4 955 7'955X FLUSHBOLT STRIKEPLATE 83 1165 781PQA X 1.000 QUAD PN.SMS + -
5 838 7938X 2 PT.LOCK STRIKEPLATE 84 998 79� HEAD GASKETS(STOCKING#70998)
g 7 FRAME HEAD STRKEPLATE BACKING PLATE 88 999 7899 SILL GASKETS(STOCKING#70999
7 7832X12FPXP AIB 32X.600 PH FL MS-5.3.W/31LICONE PATCH 88 934A 81649M SN)ELTTE JAMB ADAPTER
8 995 70986 GASKET(BETWEEN THRESHOLD&FRAME JAMB 67 #12 X 1.000 SHEET METAL SCREW
9 9es 70998 GASKET(BETWEEN HEAD&FRAME JAMB) 70 71SEITIINd BLOCK,3137 X 1X41 X 1'WtPSA,85+l-6 DURO. N LU
255 KK
10 962A 8633018 FILLER ADAPTER 71 71287K SETTING BLOCK 1H8 X 1/2°X 1°W1PSA,85+t 5 DURO. U
84222 7N8
11 11000 611000M OUTSWINGTHRESHOLD 72 4222A BEAD, t3
12 1670 671870 WSiP,.350 RD FOAM FILL T-SLOT SBURY11) 73 988 8988 BEAD,are" O a r
13 11004A 611004M OUTSOM THRESHOLD CHANNEL COVER 74 40678 84067 BEAD,13/18°IG
14 11001A 411001A ACET SPACER.088(WHOUSE WJE MOLDED) 90 6DURAK14 114'DURA SEAL IG SPACER
15 11�2A 4110 22A ACETAL PACER.096(INHOUSE INJECTION MOLDED) 91 8TP248 BULB,THIN NEED IN EXTRUDED BEAD) '� W �
18 11003A 411003A ACETAL SPACER.140(INHOUSE WJECTK)N MOLDED} 92 988 84986 BEAD'IHICKINTE (R J
2D 815D 80380 FRAME JAMB(OUTSWING) 89 1224 8TP247 BULB,THICK(USED W EXTRUDED BEADS 85+1-1 DURO.
21 1010 eQ WSTP.,Q LON.190 X.375 HIl 94 GLA27N0 SWCONE.DOW 899 OR 983 to p v-
22 8608 88808M RE WFO EMENT,1.00D X 2.750 X 0.850,8061 T5 95 GLASS,318'LAMI-1X8'A..90PVB,3118 HS to n-
23 1140 78X112PBATS #S X 1.500 PH SQ A TIS 98 GLASS,318 LAW-1X8 HS,.90 PVB,3118 HS a5 O
(00
24 1048 71048 JAMB SCREW COVER CAP 97 GLASS,7118 LAMI-3X18 A,.90 PVB,3118 HS LU 0.
98 GLASS,7118 LAMI-3X18 HS,.80 PVB,9118 HS U' Q N
25 930 41721N STRIKE PLATE INSERT `�' U)
28 1118 710X34PFA #10 X.760 PH.FL SMS 99 GLASS,13N8 LAMI IG-3X18 TP,114° AIRSPACE,1/81 HS..W PVB,3118 HS
27 7070 67070K BULB WEATHERSTRIP.187 X-300 HIGH 103 OFF THE SHELF DEAD BOLT LOCK C? U
30 910D 6910 DOOR PANEL,TOP&BOTTOM RAO.
31 911E 6911 DOOR PANEL SIDE RAO Z N
32 917 7FRMO HINGE EXTRUSION .604 ►( }+ -J W o
33 1178 71058FP W,B #10X.826 PH FL SMS fi�I 380 ? d
34 1913A 16MM TRUSS CLAMP .055 U-�II"-u LL
35 130 BTRODA 5X1818 THREADED ROD 0.
• • 36 880• 7990NUTA 5/1618 FLANGED HEX NUT (3 OUTSWING THRESHOLD
••••••
37M*^ • WEATHERSTRIP CHANNEL
• Sg OCHANNEL COVER
•
KET EN PANEL HEAD/SILL-&PANEL
STILES} 8083 78 g!
0000•• 39 70997
•• 40 1 87924CS
STP.,.187 X.250 HIGH,FWSEAL foo- taz
re
• 41 928 41720 *600 LIDS BOLT AS Y.(INACTIVE PANEL ONLY) '
090000 • 76X12FFOW • X.600 PH FL SM3 TYPE BDS 104le"• 7 00 7PLUd C71VE PNL)
••••• 44 9838 6983 OR PANEL ASTRAGAL 1(OUT3WING}
:0004
• 45 TIt•• 6984 • DOOR PANEL ASTRAGAL 2(OUTSWWG)
•••••• 46 213 8Q2001C•000 WSTP.,Q-LON.190 X.200 HIGH
• • 47 74UBkW* LOCK SUPPORTASSY.(41707&41708) 1.000
X.760 PH.FL SMS
4 113P• 7634E • ic.. �j`J
•••••• • #8
•• 4 • FD2PTA 2 PT.LOCK ASSY.
• Sp 8R1 S R BBER SLEEVE •650 126 �4. 2��A
•0000
6y 41721 • •STRIKE PL INSERT(INACTIVE PANEL 22 TUBE MULL z: z
52 t• 7FRSPX DEA LT STRIKE PLATE 8083-T5
53 1118 710X34PFA #10 X.750 PH FL SMS wo z
54 957 70957X DLE'STROCE PLA y•;� x
boy•• ��Xii;`a
SMS Qry''
55 1118 710)C44PFA 10 X.750 PH FL %i �
.`
r �'�llwM•
1.750 1.750 1.750 1820 estit.r,1 _aS2 ay
1750 �+ 1.4801 � � � ° l�
O i
.250 N-
Ul
4.726 37 STRIP aw
WEATtCHANNEL W
4.728 4.728 .062 3.000 .050 8063-TS Q x-
4.628 41.376 � Q
4.100 .062 4.675
4.000 082 4.100 .062 4.675 4.100L I w c6 IS
a.
0 o a
20 DOOR FRAME. 2.125 .125 C- fLU
0 �6 w
6063-T6
DOOR PANEL DOOR PANEL DOOR PANEL N 0 o
3p LL
TOP&BOTTOM RAIL 31 SIDE RAIL DOOR PANEL HINGE N 0
44 INTERIOR ASTRAGAL 4�J EXTERIOR ASTRAGAL 32 8�3-� � O
8083-75 8083-T6606346 8083 T5 1.578 W
1.600 .890
�-�+---.556 1----.525 -�`{.890 + Zd g
�3'85S 3.111 I II � [11-050
� 2 w =j
I 750 .683 l .1 r .172 V W Z
1.400 550 t O O 883 .050 z U) O
050
TRUSS CLAMP 73 318'GLAZING BEAD 72 7/�1 3_T LAZINQ BEAD 3.0�
FILLER HEAD ADAPTER 34 6083-T6 �-T5
10 8063-T8 -. 1.092 N
•• -3.100-�{
• • • • W
• 000
74 IG GLAZING READ
050
•••••• •• SL JAMB �-T6 �+ m
• �9 62 b a
W.050� _
8083-T8 mix
1.2721t4g9gap
•• 5.459 5212•• •• 6.p85 b
• •
(?)'-FUME
FUME HEAD
.•.•• 6063-TS •••• .075 4.586
• • • •..••• j1 2.980 ```��tuti `����
N0
• • • `., 4, l2.
750 .050 a
••
*00.080 •• ` _p...••' '•.
•.•.• •• 079 • 1089 vtJ ao
• •
.489 -3.1000 z:z �i p'Z
3.000 SLJAMB J;v o moi
11 OUTSWING THRESHOLD 60 58083.76 ER SL SI_L ADAPTER 8083 T8 Yti z -y a
O
6003-T6 61 %��oy�14 K P o
HEAD HEAD ~OCT l wv�u
ZONE C"� �ZHEAD
Ne D"�ZONE'17 ZONHEAD E" �ZONE"D�ZONE°E"l wmwpptnyoa dwrArm.
somftcodi
�?
x=MINIMUM JAMB ANCHORr+
LOCATION.
Q
w _ a Q XX z z O a z XO OR OX z —=ADDITIONAL JAMB w
O O zON
2 ANCHOR LOCATION, `^
N X Iv rOJ N N EQUALLY SPACED AS U
m m g REQUIRED PER TABLES Q 4
3.7 ON SHEET 9. � r
zg o 0
�ZONE°C"� ZONE"D"ZONE"[YSILL. SILL - �ZONESILL"E"� �ZONE'DSILL '�ZONE"E°� U0 46
SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE S.,SHT.9 Z ZO
HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE 20 Q Q
ZONE HEAD ZONE HEAD HEAD ZONE ZONE ZONE.p ZONE. ZONE
,� ZONE"F" .E ZONE"W ZONE"E"� eEr "E" fi ANCHORAGE SOLUTION 0 O tl
FOR A CONCRETE 3U. w
OXXO INSTALLATION L)o LU
A.19"x 83 314"SIDE LITES"B"AND }LO p U.
"E"ZONE ANCHORS FROM
Q
ui TABLE 7,SHEET 9. $ N V u-
w z w
.� ••pxp #0 Q XXO OR OXX o OXXO PLUS,
•••••• ' s B.713Wx83314'XXDOOR ZONE
' •• • • • "F"ANCHORS FROM TABLE 4, ® g
%:00• a33
• •••• SHEET 9,EACH"F"ZONE. �,.
•
••• 0000
••• SEE ENCIRCLED VALUES.SHEET 9
• o
• ••• 004
••••
• • • SOLUTION:
poll
•••
• •••00: • TOTALS(4)TYPE 1 OR 2 ANCHORS o z'
• • •
•• iLL I EACH JAMB AND 2+5+5+2=(14)
BILL •SILL SILL I SILL _ _ SILL SILL I ILL t SILL 35J --�ZONE-{ TYPE 1 OR 2 ANCHORS AT HEAD
••• ZONE-T— �� � • t—ZONE"D" ZONE"F" ZOE E {-ZONE+ ZONE"F" ZONE"F" " AND AT SILL v+r�i,r
' .E. SEE TABLE i..SHT.9' ••• SEE TABLE 7.,SHT.9 E" SEE TABLE 7.SFIT.9 •=ANCHOR LOCATION FOR �`���it 4:7 j��,
• EXAMPLE OF ANCHORAGE FOR A 71 314"x 83 314"XX'IXX)R,_ �. is;
' G*S i •"• WITH 19'x 83 314"SIDE LITES(SEE SOLUTION AT RIGM7 EXAMPLE ABOVE \may;•' ?. a
• • aS: ,n �u.t,V1�
°
NOTES:•••••'
1.APPROVED ANCTYPES ARE., 1.114'E.
RD HOR CO TAPCONS X 114"ELCO SS4 CRETE-FLEX VASONRY
ANCHORS 3.#12 SCREWS
®2ANCOR D QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN.O.C.FOR CONCRETE,S"MIN.O.C.FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE.
JAMBSCALL 13114"MAX.FROM CORNERS AND 231!8'MAX.O.C. oy•, :• bj d
HEAD&SILL OF DOORS:S"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 718"MAX.O.C. %��.yb'••• ...... t����•
HEAD&SILL OF SIDE LITES:8"MAX.FROM CORNERS AND 24 314"MAX.O.C.
3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9.
TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 6.0 SIDE LITE
E TABLE 6.XO&OX TABLE 7., XO,XXO,OXX APPROVED ANCHOR TYPES:
(ALSO DOOR OF (O&P &OXXO 1.1/4•ELCO TAPCONS +«• gyp'noa+.
GLASS TYPES A.S.C.Q E GLASS TYPES A B.G R E GLASS TYPES A.S.C,Q E GLASS TYPES A,B,G D.E GLASSTYPEANCHOR TYPE A,B,G D.E 2.1/4"ELCO 334 CRETE+LEX
ANCHOR TYPE 2 3,WOOD 1.2 CONC ANI TYPE $3 WOOD 12(CNC ANCHOR TYPE 2,3,WCOD 1.2,CONC ANCHOR TYP 23, = 1,2.CONC &8lJAS1RA 2,3,WOOD 1,2 CONC
&SUBSTRATE &SUBSTPA &SUBSTRATE &8l�STRATE MASONRY ANCHORS A
DOOR WIDTHS LOAD ZONES DOORWOMS LOAD ZONES WDTHS IOADZONES OOORWroTF LOAD ZONES I/QORVWDTHS LOAD ZONES 3.#12 SCREWS(GS)
19-26. '90N-47.76 m w "O"-10.7 X-26. '9P-25.
TO 37. TO 71.7 A A TO 36.75 TO 37 TO 3760 ;� (' 4,ENCIRCLED ANCHOR
(u 5 (u (u A to QUANTITIES IN TABLES 4 52 CV W
lWJW-l4a. =I AIAND 7 PERTAIN TO THE `- a
n <- - < - m - a O 71.7 # EXAMPLE ANCHORAGEis
V
a c e < SSE SOLUTION ON SHEET 8. p N 0.
' UTE c
WIDTH X Hr. x X X 3 X 3 WHM x HT. • WIDTH x HT. o O O WIDTH x Hr. O x % O O X x WIDTH x HT.
26 b0 x 79.76 8 2 7 4 2 3 47.75 x 79.7 4 3 8 4 2 3 10.75 x 79. 4 1 4 1 10.76x79.7 4 2 4 2 10.75 x79.75 4 2 4 2
83.75 5 2 7 4 2 3 83.7 5 4 7 4 2 3 83. 4 1 4 1 83.7 4 2 4 2 83.7 4 2 4 2 W h
87.7 5 2 7 4 - 3 87.7 B 4 7 4 2 '3 87. 4 1 4 1 87.7 4 2 4 2 87. 4 2 4 2
81.76 6 2 7 4 2 3 91.7 5 4 7 4 2 3 81.76 4 1 4 1 91.7 4 2 1 4 2 91. 4 2 4 2 Q W
88.7 8 2 7 4 2 3 96.7 8 4 7 4 2 3 96.7 4 1 4 1 95.7 4 2 � 4 2 � 95.76 4 2 � 4 2 � � � N LL
27.60 x 79.7 6 2 7 4 2 3 51.75 x79.1 6 4 7 4 2 3 12.75 X79.751 4 2 4 2 12.76x78.7 4 2 8 4 2 �Q 1276 X79. 4 2 4 2ad 10
03
83.7 6 2 7 4 2 3 83.7 b 4 7 4 2 3 83.7 4 2 4 2 83.7 4 2 4 2 83.76 4 2 m 4 2 W
87.7 5 2 7 4 2 3 87.7 5 4 7 4 2 3 87.7 4 2 4 2 87.7M42
2 �p 87. 4 2 4 2 O �a .76 4 2 4 2 6 2 7 4 2 5 817 6 4 7 4 2 3 91.78 4 2 4 2 81.7 F. 4 2 F p95.7 8 2 7 4 2 5 95.75E 4 7 4 3 5 9&7 4 2 4 2 95.7 4 2 85.7 4 2 6 4 2 nd Z Z Z
29.50x79.75 5 2 8 4 2 3 55.75 x79.7 6 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79 7 4 3 u 4 2 18.00 x79.75 4 3 Ik O W Z
83.76 6 2 8 A 2 3 83.75 5 4 7 4 2 3 83. 4 2 4 2 83 4 3 4 2 83. 4 3 4 2 �+ O r O W
87.76 8 2 8 4 2 6 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.7 4 3 4 2 87.76 4 3 4 2 $ Z fY
91.7 6 2 8 4 2 5 81.7 8 4 7 4 3 5 91.76 4 2 4 2 91.7 4 S 4 2 81. 4 3 4 2 N= }� 0 W O
95.7 6 2 8 4 2 5 96 E 4 8 4 3 8 95. 4 2 4 2 95.7 4 3 4 2 96.75 4 3 4 2 :N UZ Q LL
X1.60 x 7�7 6 2 8 4 2 3 69.75 x797 5 6 8 4 2 3 21.75 x19.76 4 2 4 2 21.75 x 79.7 4 3 4 2 21.75 x 79. 4 3 4 2 Q
•••�Bi 76 8 2 4 2 6 • •88 7 5 6 8 4 2 3 83. 4 2 4 2 8376 4 3 4 2 83.75 4 S g 4 2 W Q
8�.7 8 2 8 4 1 6 ••• 87 8 8 8 4 3 6 87.75 4 2 4 2 87.7 4 S 4 2t 87.76 4 3 4 2
••••9.76 8 2 •8 4 5 • 91+7 8 5 8 4 3 5 91.75 B 2 4 2 91.7 5 3 9 4 2 7 91.75 5 3 p 4 2 O a
• • • 95A 8 5 8 4 3 8 95. B 2 4 2 987}8 3 4 2 98.76 5 3 01 4 2 c4
• 85.7 7 2 1 4 2 6
36i�YZ9.75 8 3 8 4 3 3 .7 8 6 8 4 2 3 27.76 x 79.75 5 2 4 2 27.76 x79.7 b 3 4 2 27.76 x 7& 5 3 4 2
•••• 7 8 x 8 4 B
•• 1l7 8 5 8 4 3 8 83.7 E 2 4 2 83.7 8 3 n 4 2 G 83.76
• 87. 8 3 3 5 i••i�iT 8 S 8 4 3 6 87.7 5 2 4 2 87.7 8 3 4 2 87.7 b 3 4 2 6
••••�1.7 7 0 4 3 6 •99,91.75 8 6 8 4 3 5 91.75 8 2 4 2 01.7 8 3 4 3 u� 81.7 8 3 4 3
7 7 3 10 4 3 5 99.7 7 6 10 4 3 B 8B. 8 2 4 2 95.7 8 3 4 3 96.76 8 3 4 3 92!
F 4 3 R 38.13 X 79.76 8 4 4 3
•35.50 x4'8.7 8 3 4 3 6 �.7 6 x79.7 8 B 8 4 3 5 36.13 x79.7 8 3 4 3 36.13 x79.7 8 4 83,75 8 4 4 3
• •••�•7 8 8 4 3 5 • 81.7 e b 8 4 3 6 83. 8 3 4 S 837 8 4 p 4 3 O ,�iIIIII
87.7 8�8 xE 3 b ••••�.7 8 5 8 4 3 8 87.76 7 3 4 3 87.7 7 5 4 3 87.7 7 5 4 3 ````�� ���
• ••91,7 7 8 10 4 3 5 91.76 7 3 4 3 91.7 7 8 0 4 3 a 81.75 7 5 4 3
81.78 7 3 0 4 3 6 d
• •••• Z 95.7 7 5 4 3 7C �� ?i'n
95.7 7 1 •• 7 7 8 10 4 3 b 85.75 7 3 4 3 9S.7b 7 6 � 4 3 �
37.60 x79.7 8 • 3 5 71.75 x79.75 8 S 8 4 3 6 38.76 x78.75 8 3 4 3 36.75 x78.7 8 4 e` 4 3 3875 x79.7 8 4 Z4 4 3p; a
83.TB 8 3 83.76 8 4 4 1-
83.76
83.7 8 5 9 4 3 5 83 7 8 3 4 3 83.7 8 4 4 3 r u
87.7 7 3 10 4 3 6 87.7 8 6 8 4 3 8 87, 7 3 4 3 87.7 7 8 4 3 87.7 T 5 4 3
81.75 7 8 10 4 3 6 91.78 7 S 4 3 81.7 7 5 4 3 91.75 7 5 4 3 �''?o �' Gj6 d
91.75 7 3 10 4 3 5 S �fj
96.7 7 3 10 4 3 8 95.7 7 6 10 4 3 5 95 78 7 3 4 3 86. 7 6 4 3 96 7 7 6 4 S %� �,yb a����•
MIAM1. E MIAMI-DADE COUNTY
® PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
BOARD AND CODE ADMINISTRATION DIVISION myw miamidade.nov/economy
CE OA
^00EC ndows ystems, L
9114 N.W.106th Street,
1 3 7
COPE:
les and regulations governing the use of construction materials.The
This NOA is being issued under the applicable ru
documentation submitted has been reviewed and accepted by Miami Dade County Pa in -Product Control Section
to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AIiJ}.
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 A14J (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 manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or
suspend the use of such product or material within their jurisdiction. PERA 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 Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Series 600 Aluminum Outswing Doors-L.bLL
APPROVAL DOCUMENT:Drawing No,W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door
sheets 1 through 9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last
revised on SEP 04,2015,signed and sealed by Javad Ahmad,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 IN : arge an a l ss' a pac esistan
Limitation:
1. See Single or Double Door Design Pressure(DP)ratings in sheet 2.See Single or Double Door DP ratings with
sidelites(w/wo Reinforcement)and Standalone Single sidelite rating in sheet 3.The max door leaf width shall
not to exceed 37".See locking options 1 &2 in sheet I.J.
2. Laminated glass types Gl and G2 are limited to,090"Kurarary's Butacite PVB and glass type G3 is limited to
Insulated laminated glass w/.0901,Solutla interlayer.
LABELING:Each unit shall bear a permanent label with the manufacturer's 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.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT:The NOA number preceded by the words k4kjs6Dado.CoT4nty,,Florida,and followed by the
expiration date maybe displayed in advertising literature. If any yordgi Dtde,N®n it 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 request of the BiWing 0.fticlJ4
This NOA revises NOA#12-0402.03 and consists of this page•1 Ld evideite mos E.-1;as 0 0 as approval
document mentioned above. ••' • •• • • •
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
.15-0603.13
Ip�ry�pp DE COUffy •� 9EN
ch 20,2019• er 15,2015.. .0000 * Pagel
`4.1,\�
ECO Windows Systems,
LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections(see below)
2. Drawing No.W12-08 Rev C,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through
9 of 9(inclusive 7.1),prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on SEP 04,
2015,signed and sealed by Javad Ahmad,P.E.
B. TESTS(submitted under file#12-0402.03)
1. 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
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94
along with marked-up drawings and installation diagram of an aluminum Outswing French door,
prepared by Hurricane Engineering&Testing,Inc.,Test Report No.
HETI-12-3357,HETI-12-3358,HETI-12-4003,HETI-124003 and HETI-12-4027dated 03/16-
26/12,all signed and sealed by Rafael E.Droz-Seda,P.E.
Note:The above referenced test reports have been revised by an addendum letter dated June 29,2012,
issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E.Droz-Seda,P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC-2014(51"Edition),
prepared by Al Farooq Corporation,dated June 02,2015,signed and sealed by Javad Ahmad,P.E.
2. Glazing complies w/ASTMS-1300-02,-04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America,Inc. (Former E.T.DuPont
DeNemours&Co.,Inc.for the"Butacite 0 PVB interlayer",expiring on 12/11/16.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)(former
Solutia,Inc.)for the"Saflex:Saflex Clear&Color glass interlayer",expiring on 05/21/16.
3. XL Edge seal System 201 SS spacer by Cardinal IG.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5th Edition)and letter of no financial interest,
prepared by Al Farooq Corporation,dated 06/02/15,signed and sealed by Javad Ahmad,P.E.
2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and
sealed by Rafael E.Droz-Seda,P.E.
3. Lab compliance as part of the above referenced test report.
.. . . . . . . ..
G. OTHER •• •
• .. . . . . ... .
1. This NOA revises NOA#12-0402.03,expiring 03/29/.M...: ••: ••• •••
2. Test proposal,dated 10/14/11 and 02-21-12 approved by PERA.
% .. aq I.Chanda,P.E.
• •40aact Control Examiner
NOA No.15-0603.13
... . . X4piratio nDate: March 20,2019
$ppL'o
: %: val Date: October 15,2015
. .
E-1 .:. ;. .. .. ..
I/8'HEAT STREWD.GLASS 3/18'HEAT STREN'0.GLASS �4%
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DOW CORNING 899 ttAAA DOW CORNING ORNING 899
28 ,b�J 28 ���iQIII
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CLEAR MOM
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s ••SINGLE AND DOUBL.E•LEAF 0001 Son SIDELITES SEE SHEET 3. °
• I pm YARD SIDELLTE•CAPAOLTY•CHARr OR DOOR CAPACITY WILL GLASS TYPE 'G3'
•• •* *APPLY TOE RE M. 0000 9RATDUCFttEVT8@D
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• RESISTANCE IS 0EBUIRED. **egos
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••• THIS PRODUC•HAS•BEEN DESI&D,ALTTO COMPLY WITH THE -� gill
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•• fEQUIREMENDfiHE FLORIDAFLORIDA � ^" INCLUDINC HIGH VELOCITY a
HURRICANE•ZONNE�(MIR).
1BY OR 2BY WOOD•BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY N
TO TRANSFER LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. "' ChL
AD �' n
EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL.DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. F h$aPt S n�
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL $ '
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. S 4 2015 droaing —
COMEA�INTOI"WONTD�'�t NOT
DISSIMILAR ALS SHALL MEET THE W12-08
REQUIREMENTS OF THE FLORIDA SLOG.CODE. sheet '{ of g
39 3/4'MAX 78'MAX. 37 3/118`MAX.
FRAME WIDTH FRAME WIDTH FRAME MOTH
HEAD k SILL ANCHORS �Q
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5"MAX HEAD S'MAX MAX
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MAY BE USE16 -D i • MAY BE USED MAY BE USED
00 009 0000 J,_
• • 7f ,• 37'MAX
• L5
04 000 • •*00 STAND ALONE SINGLE SIDEUTE
• • •DOORS Lom ew* TY – mDOORS LOAD CAPACSTY–PSR
SEE SHEET 3 FOR CAPACITY
•
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•• ••• DOOR DIMS. TED CLAW DOOR DIMS. LAMINATED CLAN moDUCTRBYG9E8
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• •••• 38-3/4' 3Y •8 70.0 75.0 78' 37" 98' 70.0 7&0 A�KP m
• • • • � 441 b
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NOTE: 0 2015
GLASS CAPACITIES ON THIS SHEET ARE drawing tro.
NOTE: BASED ON ASTM E1300-09 (3 SEC. GUSTS)
EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION
BY BUILDING OFFICIAL DECLARATORY STATEMENT DCA05–DEC-219 ahoet 2 oT!�
DRSIGN LOAD CAPACITY-PEF 148"MAX.
DMON LOAD CAPACITY-PSF SMFIES WDH SINGLE OR DOUBLE LEAF DOORS TESTED FRAME WIDTH ro�
SIARD ALONE SINGLE SDELM (SEE NON 8MM HEAD&SILL ANCHORS N
SIDELITE SIDEUTE WITHOUT SWELITE SXIEUTE WLTHOUT WITH CLUSTER OF (4)AT
r ENDFRAME FRAME FRAME FRAME S iiZ
K701H NEW REINFORCING IMDTH HEIGHT REINFORCING REINFORCING 6• (4)ANCHORS � 3
INCHES INCHES w.(+) Ofid-) INCHES wim W4+) W.(-) EXTd+) KQ-)
24 70.0 75.0 24 70.0 75.0 70.0 75.0 5"MAX. 3` HE
p a $
30 7oA 75A 30 704 750 70.0 75A H I F T A -.` SRL
38 82 704 750 36 82 70.0 78.0 TOA 75A CORNERS -
37 70.0 75A 37 70.0 750 70.0 7"
42 81.7 6&1 42 61.7 88.1 61.7 55.1 t I V W
24 70.0 750 24 70.0 75.0 70.0 7"
30 70.0 750 30 70.0 75.0 70.0 75A O
36 66 70.0 75A 36 Be 70.0 71LO 700 78.0
37 70A 78A 37 70.0 mo 70.0 75.0
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24 70A 75A 24 7" 750 70.0 7"
30 92 M9 604 30 82 699 66.8 70A 754
36 64.1 64.1 36 64.1 64.1 70.0 750 j j / \
37 63.3 63.3 37 63.3 63.3 70.0 754 r, tl I t to .a
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• • • • DOOR FRAME VRDTH DECORATNE GRBl O.L OPG. D.L.OPG. D.L.OPO. 1p $ O
•••••• MAY BE USED
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•• i•• LOWER VALUES FROM DOOR OR SIDELITE CHART MNL 76 MAX.(DOUBLE) JMte�al o D
••.•.i ••••SWILL APPLY TO ENTIRE SYSTEM. SEE C19wT AT LEFT DOOR FRAME WIDTH ,. 0
:04 • a 0000 (OXXO) r. c '
• • •••...
•• ••• • •• •••••• MAX. UNIT TESTED FRAME AREA NOT M EXCEED 100.72 SO. FT. PER FHC 2014
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AND FLORIDA BUILDING COMMISSION YN120
DECLARATORY STATEMENT OCA05-DEC-219
sheet 3 of 9
PROPERLY SECURED 20Y WOOD BUCK
TYPICAL ANCHORS EDGE DIST. A poy WOOD st" oft111
T9.11=T EDGE DIST. SEE ELEVA31ONSWOW STRUCTUREIQ N
PENETRATION FOR SPACING STRUCTURE
/EDGE DIST. SEE NOTE SHEET 1 METAL
IL EDOE DIST.
L
25 all,
\0 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL.ANCHORS
SEE ELMMONS SEE ELEVATIONS SEE ELEVATIONS
MR SPACING FOR SPAWC MR SPACING
It -------------------
iiMIAMI-DADE COUNTY AP�'Jl
i CLIPPED MULLION A�I 7ZIC��'
I ism SEPARATE N II
'i
TYPICAL
GLAZING OPTIONS
SEE 11 SEE 71 ANCHORS
ELEVATIONS
FOR SPACING
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0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE. Z
!P1 E5 I (IF'11111(l
pe 8
0 04 0*0: • Ile OIL WMAM BY 'ELCo.('ru-17:71 Z,'Fy-155 KSI) w(mm
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Y WOOD Ut ADMBS)
0 4:0 0: !1-112r:MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
00 04's 000 Ely INTO
*0 THRU 10Y BUCKS INTO CONC. OR MASONRY
BUCKS
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• 0 -1/4- MIN. EMBED INTO CONCRETE (HEAD)
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• STEEL : 1/8"THK MIN. (Fy - 36 KSI MIN.)
ALUMINUM : 1/e THK. MIN. (6063-T5 MIN.) DOOR DETAILS
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
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1 E601 - ODOR FRAME HEAD/SILL 8083-T6 - •�/
2 E802 - FRAME C01fM 6063-T8 -
3 E603 - OOOR FRAtfE JAMB 6063-TB -
4 EBOa SBSELITE T0P&BOTTOAL FRAME 8063-TB -
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4A E626 - SIDEUTE 9'Bar=FRAME 8063-T8 - Q �a�
8 E605 - SIOELITE FRAME JAMB
6 E606 - SM8JTE SLD'ON JAMB 6063-T8
7 E607 - LEAF TOP&BOTTOM RAIL 6083-T6 -
7A E826 - LEAF V 80TTOM RAO. 6083-T6
8 E808 LEAF W%TRP ADAPTER 6063-TB
6 E609 - LEAF MNGE STILE 6063-78 - 6
10 E610 - LEAF LOCK SUE 6083-TB -
11 EstI - LEAF ASTRAGAL.STILE 6963-TB - � ED
12 E612 - LEAF ALIGNMENT BRACKET 6083-TO - tb�ggg
13 E613 - LEAF CLAMP 8083-TB 4-1/4'LONG
13A E813 HME BACK-UP PLATE 6063-T8 12'LONG
14 0614 - GLAZING BEAU(8/1(•LAM.GLASS) 6063-T6
14A E109 - GLAZING BEAD(7/16'LAM.GLASS) 6063-TB -
18 E615 - GLAZING BEAD(SAIL.GLASS) 6083-TS - ()
t8 E618 - SNAP COVER 8083-78 -
17 E613 BOLT SUPPORT 8063-78 NOT 910NM
t6 - AS READ. SIDELHE MULLION REWORDING 6083-76 -
18 FD-107 3/LEAF BUTT tIINGE3 ALUMINUM SAINAN&ASSOC.
20 F61202 - FLUSH B)LT LEVER - SULLNAN&ASS=
21 FB�14SS - CONCEALED FLUSH BOLT ROD ST STEEL SUU.AfM&ASSN. f}A G) 4
22 012 SMS AS REOD. FRAME ASSEMBLY SCREWS
• •• 23 X12 x 3/4• - HINGE 1t43TALlATION FASTENERS - FH SIS p-02,
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•••••• • • 28 E20818-KN-3020 - BULB 1VS1RIPPING SANTOPRENE EPOM
••• •• 27 E200 - GLAZING READ WAS $ANTOPRENE 1R.TRAFAB 3 V
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(2)LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STMT PLATE DELTA 880 BY'Kft(SE1'LOCATED AT 39-1/4"FROM BOTTOM
1/Y DIA THROW BOLT(1)AT TOP ENGAGING FRAME HEAD KEY OPERATED ON EXTERIOR AND THUMB TURN ON z
AND(1)AT BOTTOM ENGAGING FRAME SIU. INTERIOR THIM BOLT LOCATED AT 44-3/4'FROM BOTTOM
THROW BOLTS ATTACHED TO LOCK BY 3/8"CONNECTING RODS CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.'
LOCK HANDLE LOCATED AT 42-1/2'FROM BOTTOM 1/2'X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL �,C
WACTNE LEAF: MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE 7A� 'e
2 PONT LOCK ASSEMBLY BY'INTERLOCK USA INC.' LOCATED AT 10-5/8'FROM TOP AND BOTTOM V 0
1/2'DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME LOCK FASTENED TO STILE WITH(2)18-32 X 1/Y FH MS
HEAD AND FRAME SILL INACTIVE LEAF= p
THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS CONCEALED FLUSH BOLTS BY'SULUVAN&ASSOC.' i00C
LOCK LOCATED AT 42-1/2'FROM BOTTOM1/2"X 2'THROW SOUS ENGAGING FRAME AT HEAD AND SILL
MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE
OF LEAF STILE LOCATED AT 10-5/8'FROM TOP AND BOTTOM
LOCK FASTENED TO STILE WITH(2)JO-32 X 1/2'FH MS
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