HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INF(J MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: 11124/2014 SCANNED Permit Number.
BY
St. Lucie County
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
1300 Virginia Avenue, Fort Pierce FL 34981
Phone: (7721462-1553 Fax:1772)462-1578 Commercial Residential
X
PERMIT APPLICATION FOR- Window/door
PROPOSED )MPROVEIVtEIUT.LOGAT-10 N4;V"1z14
�.,h
Address: 223 NE AIROSO BLVD.
Legal Description: RIVER PARK - UNIT 9 - PART C BILK 80 LOT 15
Property Tax ID #i: 3419--570--0M-MD_0
Lot No.15
Site Plan Name: 223 NE AIROSO BLVD.
Block No. 80
Project Name: 223 NE AIROSO, BLVD
Setbacks Front Back: Right Side: Left Side:
�
DETAILED DESCRIPTION
Replace (6) windows in (4) openings, and replace front door. V/ 14k site
_(�Zr (LA) o (en I") S
dditional work
OHVAC
o e e orme un
[3 Gas Tank
ert is permit— cec
E]Gas Piping
a
apply:
Shutters
1- i Windows/Doors
Electric
Q Plumbing
Sprinklers
Generator
0 Roof
Total Sq. Ft of Construction: 136
Cost of Construction: $ 2,000.00
S Ft. of First Floor. 1271
Utilities:Sewer Septic
Building Height: 12'
CONTRACTOR
Name SUNCUE LLC
Name: LOUIS CEFOLIA
Address: 223 NE AIROSO BLVD,
Company: AMANT HOMES OF FLORIDA, INC.
City: PORT ST. LUCIE State: FL
Zip Lode: 34983 Fax:
Phone No.540333-564G
Address: 1669 SE S. NIEMEYER CRICLE, STE 106
City: PORT ST. LUCRE State: Ft.
Zip Code: 34952 Fax: 772-934-7333
Phone Na. 772-224-2204
E-Mail.. jplawa0l@gmaii.com
Fill in fee simple Title Holder on next page (if different
from the Owner listed above)
E-Mail: amanthomes@hotmail.com
State or County License: RR282811738 / 26297
It value of construction is $2500 or more, a RECORDED Notice of Commencement is required
LIEN,LAV1%
°S(1PLENiENT7�L
CONSTR[1CTION
IIVFOFMATIdIV
i Y
DESIGNER/ENGINEER: x
Not Applicable
MORTGAGE COMPANY:
x Not Applicable
Name:
Name:
Address:
Address:
City:
State:
City:
State:
Zip: Phone:
Zip: Phone:
FEE SIMPLE TITLE HOLDER: x
Not Applicable
BONDING COMPANY:
x Not Applicable
Name:
Name:
Address:
Address:
City:
City:
Zip:' Phone.
Zip: Phone:
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
'In consideration of the granting of this requested permit,'I do'hereby agree that'! Will, in all respects, perform the work
in accordance withttreapproved plans, -the FloTida-Building Codes -and -St. tucietoumyAmendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection_ If you. intendto obtain financing, consult with. lender or an attorney before
commencing work or recording your Notice of Commencement.
G
Signature
STATE OF-FLORIDA
COLINTY OF STLUc1E
The forgoing instrIment was acknowledged before me
this � day of Jp1 . 20 14 by
(Name.of. persan.nowledging)
of
STATE OF-FLORIDA
COL LINTY OF sT LUGE
Holder
The forgoing instrument was acknowledged before me
this ]d day of NovEeeeea 20_.jg by
of
( gnature of No ary P blic-State of Florida) (S gnature of tary lic-State of Florida )
.Personally.Known x .OR.Produced.identification , .P.ermnallyKnown x AR.Produced.ldentifu:afion
Type.of1clentirwive.Produced Typenf.l+°L�g 9&Fation.Pmduced
�;••.kb PATRICIAAJACOBS ✓^•fit PATRICIA A. JACOBS
Commission kulk a My COMMISSION I FF 094IMeal) CommfS .e dyCC�dISSION#FFowl7f (Seal)
BondMmmBup Nd11352018 �.IIvkes'han��� EXPITnREB.�INahrosa1l1
Revised 07/15/2014
REVIEWS
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ZONING
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FlaidaDepartme�td BCLS Home Log In User Regls Uan Hot T.P16 I Submit Surcha ge Stats a F.0 I Publications FBC Staff 1BOS Site Map 1A Links I Search
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Regulation -
➢radoct ADPMD i M U > PrUJYQ or ADOIIp
ion Seart > Appllte iDn List > Application oetalf
�.x >s-r•
FL #
L239-R2O
.. m,
APPlication Type
-Revision—
Code Version
2010
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized SlgnabuE
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year,(of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
*Approved by DBPR.. Approvals by DBPR.shall. be. reviewed.and ratified.
by the POC and/or the Commission if necessary.
PGT-Industries--
1070 Tec nology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 22318
druark@pgt*industries.com
]ens Rosowskl
Irosowski@pgtindustries.com
]ens Rosowski
1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 21140
jrosowski @pgti ndustriespI
LE COPY
W ndows
Single_HuEg>
Certification Mark or Listing
Miami -Dade BCCO - CER
Miami -Dade BCCO - VAL
Standard
TAS 20L 202, 203
Method 1 Option A
11127/2013
12/D2/2013
12/09/2013
Year
1994
u' mr s— of Products
FL n
Model, Numher or Name
Description
239.1
SH - 200 (Nan -Impact)
Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL239 R20 C CAC 11-1013.12.odf
Quality Assurance Contract Expiration Date
Impact Resistant: No
09/O112016
'Design'Pressure:'N/A
'installation'Instructions
Other-Pleasesee MidmWade_County Notice of Acceptance
FL239 ,R2011 31-1013,12.odf
(NOA) for product performance information, anchorage
Verified By: 'Miami -Dade BCCO - CER
details, and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
.239.2 _ 00:(Large-Missik"elfnpacE)—
W'rnGuardViny rng, +Fong W'rndow,.,.r.�-�
Limits of Use —`—'
Certification Agency Certificate
Approvedfor use -in HVHZ: Yes
FL239 R20 C CAC I34009:05.odR
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration -Date
Impact Resistant: Yes
US/08/2019
Design Pressure: N/A
Installation Instructions
Other. Please see Miami -Dade County Notice of Acceptance
FL239 R20 II 13-1009.05.odf
(NOA) for product performance Information, anchorage
Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, and spacing information.
Created by Independent Third Party:
r
Evaluation Reports
Created by Independent Third Party:
239.3
SH - 600 (Non -Impact)
Aluminum Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL239 R20 C CAC 11-1013.13,01'
Approved far use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
ImpactResistant No
01/26/2016
Design Pressure: WA.
Other. Please see Miami -Dade County Notice of Acceptance
InstallationInstcuctions-
FL239 R20 II 11-1013.13.udf
(NOA) for product performance information, anchorage
Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, and spacing Information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.4
SH - 700 (Impact)
WinGuard Aluminum Single Hung Window
Limitsmf'Use
CertificatIon•Agency-Certficate
.Approved.for.use-tn WZ.-Yes
FL239.R20..0 .CAC 11-1D13.14.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
03/26/2016
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL239 R20 II 11-1013.14.odf
(NOA) for product performance information, anchorage
Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, mid spacing information.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
239.5
SH'- 800(Large Missile -Impact)
Multi -Story Aluminum -Single Hung Window
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL239 R20 C CAC 11-1222-04 LM.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
05/03/2017
Design Pressure: N/A
Installation Instructions
Other. Please see Miami -Dade County Notice of Acceptance
FL239 R20 II 11-1222.04 LM.odf
(NOA) for product performance information, anchorage
Verified By:'Miami=Dade BCCO -CER
details, -and -anchor: type, -size, and spacing Information.
Created by Independent -Third -Party:
Evaluation Reports
Created by Independent Third Party:
239.6
SH - ON (Small Missile Impact)
Multi -Story Aluminum Single Hung Window
Limits of Use
CertificaUoo. Agency Certificate
Approved for use in HVHZ: Yes
FL239 R20 C CAC 11-1222.05 SM.ndf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
05/03/2017
Design Pressure: N/A
Installation Instructions
Other. Please see Miami -Dade County Notice of Acceptance
FL239 R20 II 11-1222.05 SM.odf
(NOA) for product performance information, anchorage
Verified By: Miami -Dade BCCO - CER
details, and anchor type, size, and spacing information.
Created by Independent Third Party:
Evaluation Reports
Created.by Independent Third Party:
GENERAL NOT9S: SERIES 200 NON4MQAGT SINGLE HUNG WINDOW
1)THIS PRODUCTRAS SEEN DES40UM&TESTEp TO COMAI,YMH THE REOUARNIMMOFjNEFLOWDA
OOILDWGCODE.INLLUDING VEHIGH VE=FTYNUPACAN6 ZONE (HYHZy
2)'SHUTTERSALE 0Qb RED VFFIEN USED INWINQBORNE DEBRIS REGION&
USED EATO WOOD
S) SWMS ARE RERED AT EACH ANCHOR LOCATICINWHERETHE PRODUOTISNGTFLUSH TOMS
6UBSTRATo. UQUISE SHINSCAPABLE OFTRANSFERRINOAP,PLIEDLOADB, WOOD BUCXS. PYQTNER& MUSTBE
SUPflGENTLYANRE CHODTORESISTLOADSIMPOSF,DON7HEMSYTHEWWDbW.
'1) DESIGN PREBI
A NEGATIVE DESIGDEtIO N IOAD& &ABED ON BRiUCIVRALTESTPRE6SURE, FPAMEI ANM.YBISNM GLASS PERABTM
E1300.
B.POSDNEDESIGN ON W& ATER TBSf PRE93UR87RUCTURALYESTPNEEEVi{E.PFVME
ANALYSIBANDGLA9SPER9PERAETM SNEE1300.
B)REFERENOESt'MSTRSPORTSFr 7i:ELCOULTRACONNOA:ELCOCRETEFLEI(HCIKANSOAFSPANDS-M
FORWOODCGNSTR UnUMANQADM4009ALUh0MVDESICHMANUAL
10)THE20D SERIES SMI&E HVNGWINOOW WAS FO8MEhLYIWOVMASTHE4300 SERIES(FLANGEFRAME) OR
ADOI SERIES (FIN FRAME),
3T•110•nF•ianvvADTH
DI.1I&•EucK WIDTH 82-118' BUOK WIDTH
REHN BOcUII 9B6MHT VSIBEuOH
AVwx
FRMSMAX�
D
S•30.1?
CC
ENTEROM EHTEn OF VISIELLE L
OIL LIGHT _-- VISIB I
b1EETW0 / NAX.b.G TB• / Llow
RAE np•TO 0^MAX G.G
1P - T—
A rr xElalR
eucK
e•mAx.FRCM 1 HEwHT
MEETING
// B
C P / � y HF
MEK �
OESIO RES.V 9RATW
IMP TRAnNO
VAR ES,
EEE6HE TB2A3
NOT RA ES FOR
IMPACT RESISTANCE
TYP, INTEGRAL K N FRAME ELEVATION
S
♦•+- WUTH ^"i I H- WIDTH --H ......r..m�...:...,_.....ol
u W WIY2Svdof��
IIIIII I!!! SItiM6SOoAa
Ar�eO�Imw I, 013
�.�`�� ....
HEIGHTFM!(!^'/JJ DWp Rf141me eWENiwlwl. - &
- - --- HFJONT .` Z;VON �ct+er•'+•., 4 10/10/11 2010 F9C NOTE B
OVIe RFjebm Dode�
{{,, •��p" 4l t�1'-� q:.•'u�, ® GENERAL NOTES 4 ELEVATION J RPSOWSKI
enluWE /'/ m mlDrrU. MCIIIOFFROYmmmu PemuemnFawaVO= y%O.t •.,P�•LOF! P'�Q7'?'' lµ,
e� wa 1,,, SINGLE HUNG WINDOW INSTALLATION 05/11/11
g2929B $H-200 NTS I 1 OF 8
TABLE 4:
7aeL6 v:
m COmiN�u IjmF ft
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$� 'Q
TABLE
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SASH HbdHT; 3-WIW
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)USE THIS TABLE FOR ALL WINDOWS THATARE Oµs7B WITH GLASS = j•yyy,,, a `0 2C ym
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�51.6
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+85.
•82.5
+SLLA,
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•48.3
a45,2
-06.9
+450
�A8.0
+49.0
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+46.0
+15.0
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+66.A
'�82,6
,a60.8
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+55.A
•82,5
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-0S.0
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)8.0
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mI+IbOp dimensions for BLmgp wInJOAa aMwp. For fill tMntlowa or bark tlhaendom; eublr�l
=Oleroll sash height, For goarPeYeyhl helghl, tLWroLi 3.0l18".
' She ren0e IneWtlee Ole atailtldd Pro -Yew (3mer.2 o01i80um1iM) fur me piton Window Helpht.
For oLBreO rash Wldth, BubtlLict 2-16/1A+6pm the buck reiml
NbnoIMhIC Ctlaee Types
A US' Ahroe�d
B
1fA'Tempele�}
c
3r1s'Ameatep
D
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E
to"AiuAsled
F
1/4'TdmperOd
InsilLiteLj 61as0.Typee ,
0
VB° Annepletl, 144" Alropeae. 118" npOBle
H
311b`Annea'atl, 3/16'Avspace, ll8'Annadetl
LB°T✓gnperetl, l/4'AOBPecB, 118'temperod.
J
3/1b',70mpdeq 3/16'Alrep0oe, 11Q°7dmP4rOtl
INSTALLATIbN DETAILS FOR FLANG FRAMES coNCRLrtE aJu QCNCRE EnYdU
OPj10NALADOON EME!ED11FM FERANCHOR PERANCHOR •):�.': TYP.ANCHpR
19 RBOUIfiENEtR NEQUIREMENT
INSTALLATION FLANGE 0 HEAD, d TYPE,
OPTION'I 61LL 6 JAM ry1-- 3 EMBFDMENTAND
CURVED I ' Ild•MA% 41 pT EDOEDI9TAl16B
IN INTO WOOD c\(t /^'� EASE BIIIII 12 61 7 PER SUB9TRATE,
V. SEE NOTE 2, 110.'IBHEET. ?' ENmEDMEN4 � ` OISTPNCE I r :4 ' '. THIS 6HEET.
1AW
NSM.E
xEIDI�+T
F
114-2
YI61&E
ualr
HEIGHT
223e
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TYP.ANCHOR TYPE,
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SEE TABLES, THIS
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OR
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DISTCEPER
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SEE ABLES,
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TABLE 5. Tm
SHPU
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24
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uminum, 6083-m q.
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ALUMINUM. BTEE,LFPAWNDOR E)RSltlbR
OTEEL 9TUQ, SSS 6IJBP,TRATB f+AIN OFSTH EA BBE THE METALSU RATE
PROPERTIES, TABLB B. THIS SHEET.
Nams
1){ISE OI+FY SUIVRATE.APPROPRIA'f ANCHORS LISTED ONTABLE@OF THIS SHEET. FOLLOWEYBEobipM'AAmEDGEOISTANCa gMRa,ANYMWALLATONAPRON
SHOWN NAY BE USEQ ONARYeIgE OFTFff VANDOV/.
I TH186HEEL _... _._....__. -..-.
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//4•MAx SHIN
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ANCROR
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VE T CAL SECT ION 6•B
eP 8, THI88HBET.ALL WGQq PIMkS LE99TNAN i.1/2•'INICIfARB77[[77 B)_CDNSIDERE01xx tWALIATIONB.
LYTOSUBSTRATE.WOOPDUMODEEpICIEDAS2x CI(OROMATM.IxAN� SUMS
AREI.IgrT 2x
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1'ADD)lCTRSVL96p
'
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FLANGE FRAME INSTALLATION DETAILS J ROSOWI
STAT 1
!20RIQP:'G�Z�:
T Np
lulu IVENCE �341 L
M. PEG. L L 34
-
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SINGLE HUNG WINDOW INSTALLATION 05/11
CNA44� o
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TABLET:
AncRorQuaNIUe3 RequI d,0ftnSe Frame Pht1DVCFRBYf86D
MW W.Ah - o3mdpb6Aagh 1pePln{do
tP11J' 201? Sr 41• 4C 47 ePOJ•Np
Mmhnun OeeH Woo ON o A pe AG=OdwpC GmNA Gaup dw AOawO CGrpopA t9nwp00mp ddWA Ode daP0 WmYB �, Fvgtlmtign P4a Ira
93' 11S lr d UW s] 1 3 1 3 1 1$ 2, 2 2 2 2 x¢ x T z z z z 2 Y 2 2 z 2 x 2 z 2 1 2 2 2 2 2 2 2 2 2 2 2 2 a 2 Q
MWCta6216' 2 2$ 2 7 R 2 2 2 2 2 9 9 2 J 9 2 2 9 2 3 3 R] 31213 2 9 9 4 2. 3 R 9 2 4 3 213 21412 0 2 3$
3r lWIr rIW) 2 2 2 2 2$ 2 2 2 1 2 2 2 2 3 2 2 Y 2 2 A 3 2] 3 9 3 2 3] 8 8] 3 3] J
okal IP 2; 2 2 2 2 ]. 2 4 2] z 3] 3 2 2 2 3 "3 2 2 Y 3 2 3 2 3 2 4 2 3 2 3 2 4 3 E J 3 d 2 8 2 3
Idaaf 16T/3` 2 2 z 2 R 2 3 E 2 2, s 2 3 1 3 R P 3 2 0 2 3 2 4 2 3 2 3 2 4 $' 3 2 3 2 4 2 9 3 2 d J 3'
10•Tm'INul 1C' 2 2 9 Y 2 2 4 9 a a P 2 3 # 3 R 0 2 0 2 2 2 3 2 3 3 T 2 3 a' 9 3 3 3 3 a 4 2 9 2 2
1PW Ub) '2 2 3 3 $ 2. 2 2 22 2 2 2 2 2 2 2 2 3 3 9 2.2 2 3 8 2 2 2 2 3 3' 3 9 2 2 3 3 3 2 2 3 J 3 3 2' 2 Z
dw WIT 2 2 z 24
1 Y, # 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 '4 2 9 2 3 2 4' 2 9 2 5 2 4 3 9 3 2 2 2 i 2' 8 O
W l 13• 2 2 3 2 2 3 A 9 2 2 1 i Y 7 R 3 2 4 3 a 3,2 2 1 2 1 3 i 2 4 2 4 2 3 2 4 2 i 2]] 4 7 1
IOGIICBW 73de" 2 2 22 2 A 2. ] 2 2 3 2 3 2 3$ -2 2 7 2 3 2 3 2 4 3 3 3 3 2 3 3 3 2 3 2 3 2 z 3 2 3 P 3 2 9' B Q
adllm,�4uH LOW P 2 3 1 2; 2 1 2 2 2 2 3 3 2 R 2 R 3 9 9 2 2 3 3 3 3 2 2 9 3 3 3 2 2 9 J 9 4 i 1 3 J 2 A ��M22fff ••1
aw fe 2 2 2 2 2 2' 2 S 2 3 2 2 2 4 ]3 2 3 2 4 3.2 3 2 4 2 1 2 2 2 4] -1 2 3 2" 4 1 3 2 2 3 2 3 H m
woof PVC- 2 2 2 2]# 3 1 2� 3 T 4 R $ 3 9 4 2 4] 3 2 1 2 1 1 3 2 4 2 4] 3 2 4 2 4 2 2 4 4 4 3' y
47 2P1 thMM17' 2 7 2 7$ a 2 2 S 2 2 3 2#$ 2 A 4 0 'E 9 2 4 a 3 2 3 2 4 9 3 2 9 2 9 a 2 3 2 3 3 Y 3 Y
21&le•(B4Til W) 2 2 2 2 2 2 2 R 3 2 2 9 3 33 0 2 2 3 3 8 22 3 3 3 3 2 2 3 3 3 3 2 2 -3 3 8 2 2 3
ora4dW1C' 4 2 2 2 3 2 2 3] 9 2 9 2 4 7 3 2 3 T A -4 .2 3 2 4 7 4 3 3 2 '4 2/ 2 3 2 4 4 2 3] 4 2 4 2- 3 O O
urdw 19,IIC' 3 2 3]] A 3 3 1 2 J 2 4 9 4 R S; I R 1] 3 4 1 3 1 2 3 2 4'2 4 2 3 2 4 2 4 2 3 2 4 P 4 2 S' ! Z
08d9' mlwl `NmT 1111e' 2 2 R 2] 2 3 S 2 2 P 2 a 2 3 2 3 2 4 0 3 2 9 3 4 9 1 2 3 2 4 'J 9 1 9 R 4' 3 2 a 2 3 3 3 2 3' Y W NEIGXT ME�AOXT - Z I•+
2 VbJ 2 zA T T 2 2 4 2 2 2 9 9] 9 Y 2 3 0 3 3 2 3 3 J a a s i'] J JR 7 3 3 3 2] 3 3 3 J 7# 1
q H" 2 3# 2 2 212 3. i 3 2 3¢ 9 7 4 3 3 2 A 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2' 4. 1 3 3 4 2 4 2' 3 BASH HEIGHT A—
we3f 1M/0' 3 0 3 3 3 314 3 3 0 3 3 4 3 4 3 '3 3 4 0 3 3 9 4 8 4 3 3 3 3 3 4 3 3 3 5 3 3 4 3 0 9 3 4'
•36/10• Q Z
214aNC aY334]p` 2 2 2] a R 9 R 3 2 2 2 O 2 3 i '3 R 4 .3 2 3 2 4 3 4 3 3 2 4 3 3 3 3 2 4" 3 2 3 2 4 3 B 2 3$
3P&1C WI 2 2 2 2; 2 1 T. 2 1 R 2 a 3 3 7 _2 1 0 3 2 2 3 9 3 3 3 3 3'3 3.3' 3 3 3 J 2 1 3 3 3 3 3 2' 7 = LqY
oar C 2 9 R R]] 2.. 3. 2 9 3 3 2{] 3 3 3 3 4 3 1 3] a 2 4 3 3 9 4 3 4 2 3 z" 4 4 2 3 1 4] 3 2' 3 0 W yp
on4ef 4• ] S J S 1 2 4 3 3 R J 3 4 II 9$ 3 3• R 1 2 9 R 4 2 1 2 3 8 6 2• R 9 2 a' 2• 2 4 2 9 P 4 2 A' Y RN y
m, R6311'Ihv332" 2 2 ; E 2 T 3 9 2 3 2 R 3 9 7 A R 2 4 3 3 x] A 4 3 9 9] 2 4] 4 9 9 24 3 2 3 4 1 7 3 3' j B4pl`
31i116• Pm tap) 2 4 R 2 3 2 L z 3 2 R 3 3 8 3 3] A 7 0 7 3 3 1 J 3 3 3] 3 J 9 3 0 3 9 3' a ] J a 5 3 2!
oar U01/0' 2 2 7 —2 —2 2 2. 3 3 9 22 2 9 2 Y 3 T A A 3 3 ,3 J 4 2 4 2 9 3 '4 z -4 Y 3 1 0 4 9 3 3 R' 9
un4N a 3 2 3 2 3 2 3 2 a 2 3 2 0 P 3 3 R 4 R 3 A 3 2 4 2 4 2 3 R 4 2 4 2 3 2 0 2• 2 4 2 0 2 4 2 A' !
2"4' OW r' 9 2 3 2 3 2 3 2 3 3 9 R 0 A 3 3 2# R 2 2 J 7 3 3 3 2 3# 4' 3 3 2 9 2 4 4 3 S' ! a
]P rSIGMIW1 2 2 7 2 2 2 2. 2 2 R 2 2 2 2 2 'z 7 3 3 A 2 2 3 3 3 3 2 2 3 '9 3 3. 2 Ear T' "3 i3 3 9 3 a 3 1 srl�� iL
c,w C 2 3 A¢ 2 2 3 2 3 II 2 2 Q 8 2 2 2 3 9 9 2 3 3 1 3 8 3 9 2121 9 8 9 3 2 9_--'ll'Lti 4 1 3
ufdv MHH" 9' 2J Y 3 2 3 2 3 R 7 3 8 Y] 2 1 2 3 R 7 A 9 2 4 3 3 2] S 4'a 4 29 2 4 2 4 2 3 i 0 2 9 2
Ta• 3154"IIuu3C' 9 3 3 7 3 2' 9 2 3 2 3] 2 a; 9 2 R 3 2 3 2 3 2 3 2 3 8 3 '3 9 z a 2 4 a 3 1 i 4 3 4 J 1 R FIOLIREkAB59A1SHH GROSS
9PI/13' ( 4aIL4N S 2 3 2 2 2 2 z s 4 Q P E S Y 3 p$ f 4 2 9 8 9 9 a 3 9 3 3 8 II 2 3 3 9 3] 3 9 9 0' 9 eECRDN I 0.
Tp4o-epolme ldn3 fxla.gevdpdm shl Fprbuc4 dlmenElode, dmHmcl V. MOHO� HCOLASS) ay
I Ovarall eeeh hftK FurcIW;WIlght WEN. BtQYepl WE'.
3 size mrvm ixt90tneSlanOwd Plo-Yl4v,(3aAlr4 camgurAtbn) tr We of k%Wow W;hL dLFR M •B,MN(.
'FWmefeC eaoll Nid�tD1 R1b46�R.15fle'tom Df3 din Im S;- FLANGED � fula3 �
Ni
NO2E8 WRAlDDW9�THCUR_:.• O • y j a
1) USE THIS TABLE POP ALL FLANOED W¢4DOVR PER THE ELEVATION HEADER,A4
ON SHEET 11. DIMENSIONS SHOWN ARE TIP -TO-*, 7 AODITIONAL _ :c * 0 z�
2)FOR FIN FRAMED WINDOWS, BEE NAIL PATTERN ON SHEET I. ANCHORIS TD o
gEOVIREDAT J ., 7 C'2 3 a
3) FORSIZES WTSHd^ ROUND ILPTOTHE NEKTAVAL42LE WIDTH THE CEMI"a
THE MEMR.
OR HEIGHT DIMENSION 9HDYMON7)IE7ABLE. %�'yLj�*.....•Q�Q`�` d
4) REFER TO TABLE B, 9NEET 4 FOR M40HOR Gf1WP. DESCRIPTIONS ////I )1I11 tlt33a`
11124=4
Florida Building Code Ordina
uah$ti, Mr xl g;, F"9a y
'rt-nXn'arw q.�
pr..G{y RyLerrre;tfp IN
SCISHome i Loghl i User Regls[mUan Hot Topics i
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submit Surcluuge d Stats & Fas I Puhllotla 1 MC Stuff I BCLS Ate Map Links i swarth
Produd Aoomval Menu > Product or Appllcatlon Seamh > Aopllcstlon List > Application Uetall
FL4f
Application Type
Cade Version.
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Auflrarized Signature
TechnicalRepresentative
Address/Phone/Smail-
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Cerdficate of independence
FL11979-R2
Affirmation.
20f0 -
Approved
Town and Country Industries,. s
400 West McNab Road
'Ft. Lauderdale, FL 33309
(954) 493-8551
tomj@tcalum.com
Tom Johnston
,tomj@Ltc-zium.com
Thomas B. Johnston
4110 west, McNah Rd.
R. Lauderdale, FL 33309
(954) 970-9999
tomj@tc-afum.com
ShutFers
. 52orrrwPanels
Evaluation Report from a Florida Registered Architect or a
.Llcensed.Fforida .Professional Engineer
Evaluation Report - Hardcopy Recelved
Allen Reeves
PE-19354
National Accreditation & Management Institute
12/31/2016
'ORLANDO L BLANCO, P:E.
Validation Checklist - Hardcopy Received
,Referenced Standard and Year of Standard) "SY;rriidard Year
ASTM EI886 2002
ASTM E1996 2002
ASTM E330 20D2
Equivalence of Product Standards
Certified By
Sections -from the Code
0 I affirm that there are no changes in the new Florida Building
hupsdM+ww.(loridabuilddigaglprlpr app dtl.aspxloam=wGEVX{QwtDgsxYldAcpODY3grvZe4uWY4UKEdNCISNSObyDnZE3xg%3d%3d
112
1112412D14 F.lorlda Building Code ONine
Code which affect my Product(s) - and my products) -are in-
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes No N/A
Product Approval Method
Date Submitted
Date Validated
Date Pending-FBC Approval
Date Approved
Summary of Products
FL11979 R2 COC 11979 24 oauoe 2010 Cert.odf
Method 1 Option
02/23/2012
02/23/2012
02/27/2012
hLFL g
pfodel, Number or Name
Description
11,179.1
E.A. 24GA 12" O.C. STEEL PANEL
24GA GALVANIZED STEEL STORM PANEL
Limits. of -Use
Installation Instructions
Approved.foruse-intlVNZ:'N0
-F1,11979 •R2 •II 12 CC 24 GA.pdf }
Yes
Verifaeif.by::ALli(N REE1iF5.P.EY9354
Impact Resistant: Yes
Impact
Created by Independent Third Party: Yes
I
Design Pressure: N/A
Evaluation Reports
other: SEE MAX LOAD AND SPAN CHARTS ON PAGE 6 OF 9
pl 11979 R2 AE Evaluation report idf
�ON INSTALLATION DRAWINGS
I Created by Independent Third Party: Yes
Ens'+ O
ContaG Us %: 194a soda f4onme Sb mt Tal{ h e R. 32399 Phone: a5tF497-1a24
The State of nodda is an AA/EEo employer. CopwiaM M7.2013 State of Florida.:: Pave" Statement :: AaxssiblOW Statement :: RefurM Statement
der,Flodda 4aw, emaliaddmsscsare1LWC—ds. If you do autvmnt your e-mail addres released in mWnse to a publlo-remrds request, do not send electrpnic
.mall.ta thlsent(gy Instead, motaQthe affim by phase ar by traditional mall. If you bave arty questlom, please Camad asii- 9 .1395. "P aaaatta"SeCpan
5.275(1), Radde SlaWtes, enedJve October 1, m12, nxnseea Rce d under CbaPter 455, F.S. must pmWdc the Department with an emai(addres If they tave
-one. ThecmallspmVlded maybe med for oHickl wmmunlwdan wl[h•the•Ileensee: Hmrevercmeileddressesere public mmnl. If Voodo rut Wt tosupply a
ssoaal address, please provide the Department Wth an email address which Can be made available to the pWF T determine if you are a licensee Wm Chapter
455, f4., please cfi& heM .
Product AApppmmiaal�l l��kj�ccepplan
.M.ii=
SCNrlty$I Tmiw
am
hVs:/lwwwfloridabuiiding.orglprlpr_app_dG.aspx?param=wGEVXQWtDgsxYleb4opODY3gruZe4uW)gUKEobtC6MSDbyDnZE3xg%3d%3d 22
1. 24 GAGE GALVANIZED STEEL STORM PANELS..�STL'EL SHALL CONFORM TO
ASTM A553, STRUCTURAL QUALITY GRADE 40, WITH G60 GALVANIZED COATING
AND 14 MMUM FY-44 KSI.
2. TFDS SYSTEM HAS BEEN TESTED APD1 EVALUATED AS A LARGE MISSILE
IMPACT PROTECTIVE SYSTEM COMPLYING WITH SECTION 160914 OF THE
2007 FLORIDA BUILDING CODE AND ASTM STANDARDS E1886/E1996 6E330, PROVEN
PERFORMANCE IS MISSILE LEVEL 'D', WIND ZONE 3.
3. THESE PRODUCT EVALUATION DOCUMENTS ARE P$(?PARED BY THE PRODUCT
ENGINEER AND ARE GENERIC. THEY DO NOT INCLUD^� INFORMATION PREPARED
FOR A SPECIFIC SITE
4. USE OF THESE APPROVAL DOCUMENTS S14ALL COMPLY WITH CHAPTER
61615-23 OF THE FLORIDA AAMINISTRATIVE CODE.
5. IHE.33-1/3% INCREASE IN ALLOWABLE STRESS HAS NOT BEEN USED IN THE
DESIGN OF THIS PRODUCT.
& P,ERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE
TO WITHSTAND ANCHORAGE LOADS IP8 ED TO THE STRUCTURE.
7. ILL ALUMINUM EXTRUSIONS SHALL BE 6063-T6-UALEss OTHERWISE NOTED.
TDP 6 BOTTOM MOUNTING DETAILS MAY BE INTERCHANGED AS FIELD
CONDITIONS DICTATE PANEL $ MAY BE MOUNTED HORIZIINtALLY WHERE
APPLICABLE
8. ALL ,BOLTS 6 WASHERS SMALL BE ZINC COATED STEEL, QALVANrZED STEEL,
STAINLESS STEEL OR 2024-T4 ALUMINUM ALLOY WITH'A MINIMUM TENSILE
YIELD STRENGTH OF 33 KSE
9. STORM PANELS ARE b= AIR PERMEABLE THEREFORE, MINIMUM SPACING BETWEEN
PANEL AND GLAZING IS NOT REQUIRED. FRACTURE OF GLAZING IS ACCEPTABLE WRII
THIS PRODUCT.
10. SHUTTER'S MANUFACTURER LABEL SMALL CONTAIN THE MINIMUM INFORMATION OFI
TOWN & COUNTRY INDUSTRIES
FT. LAUDERDALE. FLORIDA
THIS PR13DLICT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE
2007 FLORIDA BUILDING CODE EXCLUDING 'HIGH VELOCITY HURRICANE ZOIE.'
MISSILE IMPACT TESTING WAS PERFORMED TO WIND ZONE 3 (BASIC WIND
SPEED < 140 KPH) MISSILE LEVEL D REQUIREMENTS. THIS PRODUCT
HAS -NOT,
BEEN EVALDEFIATID FORNENHAN§6ED PROTECTION OF ESSENTIAL
x
TYPICAL ELEVATION
OA. STEEL STORM PANEL
TYPICAL PLAN VIEW
2-PANELS SHOWN
4
mq¢ w
�.3
� I D .o •1
KEYHOLE PUNCH
RADIUS "U" HEADER
WIND NUT (TYP) OR APPROVED ANCHOR (TYP)
i
IDATE, 28 NOW. 20MI
�' �'
PROJECT NUMBER
'
07070009
"S
08120002
A.
. �vaew
;3 b[crw,aa•� 2ee8
SHEET 1 OF 9
�✓F FGR �1Mt'
aCWO
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Pa
WEX/0,001,11
I• , .
EMBED Cr mxNECrpN mr
EvsrD+c mi+pert NOLLow spulE
YIPF OP .SAP(,SIURQ .
�LAL MOUNT. SECTION
4T LOWffL'lNMI r)P£
�RE£ERENCE A�Hpl0.4
3"
V rwJ
EMBED Cr cra•EtDan• 1YPE
BOM W 690D iRIdOM1L^ IgE
�y BUILD=pUT SECTION
,S=JAL W=- ANCHOR, ANCHOR EMBED AND ANCHOR
EDGE DISTANCE SHALL BE AS SPECIFIED ON SHEET 8/9
AND 919. ALL ANCHORS SHALL Be INStALLED PER MANUFACTURERS
INSTRUCTIONS
STORM PANELS ARE N-qE AIR PERMEABLE, THEREFORE,
MINIMUM SPACING BETWEEN PANE. AND GLAZING IS NOT
REQUIRED. FRACTURE OF GLAZING IS ACCEPTABLE WATH
THIS PRODUCT ,
a�
prcp�
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GE
G0N�¢Y
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tin
140p
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PIPE V FREWLT J 6
�„ HEADEf7 .SECTION
DATE, 2B NEW. M,
ONECKED
NUMBER
09 6
009
r
NO2
OF 9
SELECTED ASSEMBLIES
OF COMPbNENTS
%4"-20 Sidewalk
Bolt W/Nut 0 12"
or #14 SMS O 8"
1!BUILD-OUT WITH "U" HEADER
Y4"-20 Sidewalk
Bolt W/Nut Q 12" O.C.
or #14 SM$ ® 8" O.C.
rLUILD-OU1' WITH STUDDED ANGLE
X"-20. Sidewalk
Bolt W/Nut @ 12" O.C.
or #14 SMS 0 8" O.C.
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S
n
(C) 1/4' X 2-1/2' PANELMATE (FEMALE)
3 W
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Cd) ANCHOR &SHALE)
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C) N
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PANELMATE INSERT
Z
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Q
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(k) 1/4'-20 X I/2' to 2-1/2'
SIDEWALK S.S; BOLT
DATO
29
NOV.
WN O"r
evx
PROJECT NUMBER
I.i t 06100009 &
07070009
' 108120002
.jP SHEET 6 OF 9
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r/4'
Mar
5-(MAX) x
ALUM
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ANCHOR SCHEDULE
Anchor Schedule,12" Storm Panel Maximum
Allowable Pas nerSpacIng nlhches.
Min. 314" Edge
�.
DIMOnce, Spans 4'-0"
"
to 12'-0"
Con action Type:
LU y
Anchor Type,
Installation Type
C7
C2
C
t/4"e Leg SVdwp 1.2713T
Well Mount
18
6
5
run. Thread Penetration,
guild Out
18
it
10
shear ParePal ar
Egress Panel
18
12
11
krpendleutarto Wood Graff
IX OTex"n Pan6kble, 1-
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18
11
10
778" Mr. Panetratlon, B4-20
Build Out
18
18
16
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18
18
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7
7
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14
14
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Egress Pan4l
15
15
14
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SEE SHEET 9 OF'S FOR ADDITIONAL. ANCHORS
C
SPAN TABLE
12" Storm Pdndl Allowable Desig n Wirio Pressure
Span
Le tti
Wall Mount
P.S.F.
Build Out
P.S.F.
Egress
Panel
P.S.F.
4'-0"
+134,0, -145.0
+67.0-78.0
+60.5 -70.5
6'-0"
+89,3, -96.7
+44.7
+
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+34.6,440.3
8141
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+33.5.+39.0
+30.2,-35.2
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+5%6, -04.4
+29.8. =34.7
+26.9, $1.3
10'-0"
+53,6, -58.0
+26.8. •31.2
+24.2, -28.2
11'-0"
+48,7,-52.7
+24.4,.28.4
+22.0.25.6
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+441, A8.2
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DATE, U NOV. RO
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PROJECT NUMBER
06100009 u
D7070009
00120002
SHEET 8 OF 9
ANCHOR SCHEDULE TABLES
P
Anchor Schedule, 12' Storm Pahtfl Maximum Allowable FastenerSpacirig
Anchor Schedule, 12"
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PROJECT NUMBER
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07070009
SHEET 9 OF 9
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Storm Panel Maximum Allowable Fattener
in Inches.
Spacllig in Inches
� 3
'
AnchorType'Insta(lalonTydeC1C2C3C1C2C3
Min. 2" Edge
Distance Spans 4'-0"
- Min. 3" Edge
Distance Spans 4'-0"
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Installation Type
Min. 2" Edge
DistanceSpans4'-0"Distance$pans4'-0"to12'-0"t012'-
Mm. 3' E ge ,
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5
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11
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16
14
Build Out
X
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X
14
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12
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18
17
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14
12
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17
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17
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15
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19OM3[XPafUt}:iltd BCIS Home Log In User Registration Hot Topics Submit Sutchatge stab ® FactsPublications FBC Stan ( BCIS Site Map ; Links Search
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Prlssi na l � R Pub6 � �'
Regulation
ArpdUR Approval Menu .> PmdUa or Application Search > Appllcadon Ust > Application uetaB
r_. FL # FLZ61_-R
Application Type Revis'o _
Code Version ';LOCO
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived;)
Product Manufacturer
GT_Indu
Address/Phone/Email
1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 22318
druark@pgtindustCies.com
Allther122d S'nTaf re ]Bn5 Rncnwc4'
jrosowski@pgttndustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
(941) 486-0100 Ext 21140
jrosowski @pgtl ndustries.com
Quality Assurance Representative
Address/Phone/Email
Category w__Wd w -
Subcategory Mu(lioo
Compliance Method Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated By Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) Standard Year
TAS 201, 202, 203 1994
TAS 202 -1994
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Method 1 Option A
10/06/2014
10/08/2014
Date Approved 10/10/2014
Summary of Products
FL V Modeb Number or Name
Description
261.1 Mullions for All Doors and Windows
Aluminum/Vinyl Mullions
Limits of Use
Certification Agency Certificate
kpprov ad-forruse•in•RVN2: Yes
'FL261 'R7'C -CAC-13-0815:0S:odf
.Appraued.for3ise nrrtte.tiVHZ: Yes
.Quality.Assurance Contract Expiration safe
Impact Resistant: Yes
05/26/2016
Design Pressure: N/A
Installation Instructions
Other: Please see Miami -Dade County Notice of Acceptance
FL261 R7 II 13-0815.05.odf
(NOA) for product performance information, and nn'bilion clip
Verified By: Miami -Dade BCCO - CER
anchorage details.
Created by Independent Third Party:
tCreatedon Reports
�
-
Created by Independent Third Party:
.--�
hack Ne'Xil
Contact Us :: 1940 North Monme Street, Tallahassee FL 32399 Phone: 850-487-1824
Th-_ State of Florida Is an AAISE0 employer, Caevrieht 2p07-2n13 State of Florida.:: Privacy Statement :: 0.aesslbility Statement :: fWurM Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mat tethis,antfW. instead,it you fiaveany-quesumes,plcGe'cori[aR 8s0:407.139s: +Puraammt to SKttan
455.275(l), Florida Statutes, effective October 1, 2012, 4icensees licensed enderChapter455, f.S. must provide the Department with an email address if they have
one. The emalls provided may be used for official communication with the licensee. However email addresses are public remrd. If you do not wish to supply a
Pomona] address, please provide the Department with an email address which can be made available to the public To detennirm if you are a licetaee under Chapter
455, F.S., please click here .
Product Approval Accepts:
M .®
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURB 1:
MULTIPLE CPEMNBWW1x FORVEAROA MULL ARtl1E9 TGOE
1
MULLIONS 1IH+-- / �• SEEOETA0.G MSCRIBFA WSIpE
A-0.3JII MUMS" ONES 62e /SWE
IMeMTAIW
ATNRV SI
SIEET624
'ATRRUGU
b—i"IE
mH
xOR
bEEOELNLE, M
SNEST]
FENEmRATON
PRmuo"IMY
bEOFANYTVPE.
MUST6B
mmKACNRW
BYFW.
/SM TARS
�NO6RWITN. SHEETS
YULL
<OlOiN NOWM�IOM1NfAI
LBHgIH
GENERAL NOTES:
1X OR 2X WOOD SUCKS IFUSED,
2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS, MULLIONS
HAVE BEEN TESTED AS'FREEFLOATOW AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
NOT HAVE AGAP OF MORE THAN IW FROM THE CUP,
8) THE ANCHONAGB ME*009 SHOWN HOVE BEEN DESIGNED TO RESIST THE WNGLOADS CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE, MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN WOOL THE V3 STRESS INCREASE WAS NOT USED
IN THIS ANCHOR EVALUATION, THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOOD SCREWS.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 18 BEYOND THfi SCOPE OF THESE
INSTRUCTIONS.
NMV .................... .......................
__... .. _ ......_ .
g"T PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY,
IM A W WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S).
IK
B) REFERENCE: TEST REPORTS: FTDS443; ELM ULTRACON/AGGRE-GATOR NOAS; ANBVAFSPANDS FOR WOOD CONSTRUCTION;
ADM�ALUMNUM DESIGN MANUAL
W MULLIONS AND CLIPS HAVE BEEN DESIGNED S TEST O TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING
CODE, ANDAREAPPROVBDFOR IMPACT ANO NON•gM ACT APPLICATIONS. MULLIONS ARE ONLYTO BE USEDWITH
PGT�APPROVED FENESTRATION PROOUCTS HAVOIG WRRENTAPPROVALS.
10) MULLIONS ARE IN COMPLIANCE FORUSE IN THE 1NHZ.
INSTRUgM2N8:
1) DETERMINE THE DESIGN PRESSURE REQUIREMENTS BS)FPI FOR THE OPENING USING THE ASOE•7 STANDARD.
2) CHOOSE[ A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
S]REFER TO SHEET 22 TO DETERMINE IF THE WIND LOAOINO M'RECTANGULAR' OR-MKNGUTARRRAP.EZOIDAC.
1X2X
x2X
X 2,TI
IX2,T,
IX34
ADDITIONAL EXAMPLES OF GU S; 4) FIND THE CHOSEN MULLIONS U LI AP 9 FROM TABLES 1A THROUGH 13A, ON SHEETS 6 THROUGH 17
MIAL 4PENINp WIpTx—I I'—HON¢MULLIExmH--I RESPECTIYELY, USING THE MULLION T PE,LENOTHAND pPENINO IYIOTH OR HEIGHT(DEPENOINO IF THE MULLION III SPANNING
-I tENSMr VERTICALLY OH NORRONTALLYA THE AFMIIl} tA�IL1^j1�9/FTj tlHTAWE09HALL MEET Oft EXCEEOTHE DESIGN PRESSURE
o �. REQUIREMENT ILB9)FT'1FOR THEOPENIN OBTAINED IN STEP 1).
'v 0 S E) FROM WE 8AME TABLE USED IN STEP4)ABOVE, FIND THEVALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS
N 0 T VALUE REPRESENTS THE WINOLOAD TRANSFERRED TO THE SUBSTRATE BY THEANCHORSANOMUSfi SEMETSE MET TOA AINTHEFULL
Hfl _ M0 L p6' L �, `, If �H MULLION CAPACITY.
LN* MCHO THBSTO TROAPAOITYILBSAMA ONTHE SV) SELECT AND USING O YOUR ACTERNAN VERIFTRATR CONDITHATTHE REQUIRED
ANCHORISUBSTMTE/MNCHOR-CLIP PATTERN MAV ApPLV) SELECT AN ANCHOR CUP PATTERNAND VEFiIFYTHATTHE REWIRED
ANCHOR CAPACITY IS MET.
OPEMNBWIOTI
SINGLE MULLION SINGE ON FPR WRRCAL MUu 7)IF THE U LO AP ITV LBS/FP OBTAINTTEDMTHE TABLE IS HIGHER THAN THE O�S�ID�N PREg3URE REDVIREM,E�N (LB81FT'i
^I OPW+m0v40tx FOR THE PS 1 G,YOUMAYUSETNE"w 211CAPACITYADJUSTMENf FORM ULA'TOOBTNNT FLOWER ANCHOR CAPACITY
foRVERTICMMULL REQUIRED. WITH THIS VALUE A LOWERANCHOR CAPACITY OPTION MgYSE SELECTED FORTHE SAME SUBSTRATE
'-\SFE C-0fUiESPONOINOIIETpryS MULTIPLE MULLIONS g)VER FYT EDESIGN PRESSURE RATING(LBS)FP)FORTHE FENESTRATION PRODVCTTO BE USEDAND OOMRARE WITH THE FINAL
FROMRGURE1Ason. N
MULLION CAPACITY (LBS(FP1 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THETWO SHALLAPPLY FOR THE ENTIRE
MULLED F NEBTPA ION PR DUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FOR APERMIT.
1i
*: No. 68705
P.E.
DETAIL A: DETAIL B: Imo+
MULLIONT02)CW OD BUCK NTT10N MULLION ATTACHED TO 1X / owe F TYP.AREHoR
OR WOAD FRAMING WOOD SUCK AND MASO
(OFFSET CLIP SHOWN) (STANDARD CLIP SH0 J rnHE0. sE�Esi
BEE rim T.
I exEErl.
I I
61 I 6Eo6 K "� •b MN4A q•1 �. �'• .', EME
ERHER E I 1BQOF0tHdE A 1 CON E fiNVI1�I qy}µ6F.
BTANOMD LOCMIGNB ,I ,I BEEBEET4
OfFBETMNl EDGE m i me Y 16NB
86IP11�.EO BT a'.y �RMCEt4OW/ter m 1 AN ORB
1N6NElN0D 6GtFW8 L, YYXPOR a . 1 SIDE VIEW
. ALLNUIIgN.4 G
. A a ERNERIHE
a 9T-D 60
. ° „/s �. as • OFi96TNlILL
4 L1 CtV MAYBE
EXTERIOR : r Txn MAIEEFRAI B�9
EWE 4Meg
Fan m
E)(TERIOR
Rr
FRONTVIEW
FRONT VIEW
INSTALLATION NOTES:
1) ANCHOR EMSEDMENTTO BASE MATERIAL SHALL BE BEYOND WALLORESSING OR STUOCO. 1
2) OUANTITYOF ANCHORS AND MULLION ME SHOWN ABOVE ME FORPICTORWL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARRY ON THE ANCHORTO ANCHOR DISTANCE. THE
RY CORRECT OUANTAND LOCATION OFANCHORS MOBTBE FOLLOWED,REFER O THE TABLES ON THE
FOLLOWING SHEETS. FOR OBTAB$A.D. EITHBT{ THE STANDARD ORINTERIORC PMAYBE USED.
B)ANCHOR HEAD TYPE MAY BE PANHEAD, HB(HEAO OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C. SHEET &
6) FOR MASONRYAPPLICATIONS IN MIAMFOADE COUNTY, USE ONLY MNM�DADE COUNTYAPPROVED
ELCO ULTRACON OR ELM ur && AGGREGAT(JR IAASONRYANCHOR&
* ' No. 60T06
TABLE 1A
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4Ap
I4
NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP,
FIGURE I:
FIGU E2:
TABLE NpTE3
•
•
•
•
•
•
Il SEE SHEET 1 FOR INSTRUOTK]HE ON USING THE 7ABlE$ AND SHEET 22 FOR INFORMATION ON LOADING.
RODULTRBVIS9O
WaWIY5e8"hpOwPlmWa
SE€9HEET82' FORGENERALWSTALLATKIN METHODS.
-� 1,000' r
1goal o }r
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS MALLOWASLE.
le 2Gi
FIGURE S:
HAHOMULNON LIPS SHOWNARENOTDIM SCALENSION FOR ICTIONSS DIMENSIONS,
1 DP t4
•
•
•
WN ON SHEETS IS 200.
HOMES TO
THE LREST
AL RESTRICTIONS SHOWN ON SHEETS IS
2,000'
III
ANGLE CLIP MUST BE USEDIS)PAIRS.
WSUGGDRILLED STD, APPR XMTE HOLEL LOCATIONS.
RMFE SHOW
FlGURES SHOW SUGGESTED[ APPRO%ILIATE HOLE LOCATIONS.
I
.12g'
......
A) SUSSTRATES: CONCRETE SHALL CONFORM TO ACI Mi SPECIFICATIONS HOLLOWAND GROURFILLEO
L
`�Gy�CLYNN
••
1a'
FIGURE4:
FIGURE b:
FIGURE&
CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TOASTM C-BO. WOOD SHALLSE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH ANED OF 0.65. ALUMINUM SHALL BE 6001T6 AND BE A MINIMUM OF.126'
JGENaE
'•, J(
IIUII-IIUII_-
hull--FIIIII--�
I
THICKST.125'THICK STORE AMINIMUM ORSGRADE INTO METAL SagTHICK (16 GAUGE). 4EXTENPATLEAAT 3 SCRERALSTEEL TOBEAT
THICKANDA3B. ALL ANCHORS INTO METAL SIIALN E%TENpATLEA$T3$CREWTHREA08 BEYOND
L•%2'X.126'MULLIOH
- *! No. 58706 t
•
JI
•
•
J•
THE MATERIAL.
THE MATERIAL,
:•q •5. �„2h.�•� u
tiLOOMa f'-116P�1
1.010' -_ �I—
LOOM ,12E
.125' .A26'
1. 60' 2.)60' ,124' 3.126' 3.t8E
F.f26'
2000
L
a a7s' s)s• 1 .wM
f 7 T -f T
.12EMU ON 1'XTX8T5'NIX11am /'X2.IEX.37SUUWON 1•X27SXSSEMUIL0N 1'X3.12YX.5AMaUON iP X3.1SS•%MYNUWON
'.TB ALU SOB}T4ALUM: 50*70ALUM �TSAWM WQ8 TSAUJAL COWOALUM
SECTO XSEOTION XSECTlON MECTION XSECTION XSEC71pN
/ j-II7-.126-
�'1 �'•1�5 "I7- If^.125'
9TNiDPRO CLIP II 2XSANOLECUP
B"EC11ON fl08&TBAWM.
2.Ogm X3ECTION I 2.125' GLP 200E %.SECTION
uVA
.126' B0B3• CTIONM
SSW r_CUTITEHETO .37E I
JIE 3.125T--�{ CRFATEPCLN.9EE MPI. 5.OW 3)E MPI.
MIN. DETaLF.SHEET4
. .3381 MIN. .
r_____-_� �___--__- ULUP _____________________
L_ _ 1 I A A I 8m8 MALUM. A —_—_—q
___�J L___.y__-J USED FORAL D-T__________f__� MANGLECLIP
z uL 5 TBALUM
I'- STANDARD CLIP .TOPMEW CENTER OF ANCHOR HOLE MUST UE WITHIN THE TOPNEW
WOMIIALUM E ` BASHED WUNDARY. ME SHEETS 617 MR THE
CENTEROFANCHORHOFEMUSTME TOPNEW —4 ANCHOR O.C. DISTANCE. MAMMUMANCHOR
WRHIM THE bAsHED BOUNDARY. SEE .33M MIN HDLE DIAMETER: ANCHOR DIAMETER. 1118'.
SHEETS&11 FOR THEANCHOR O.C. •! UCLIP
�-•- DISTANCE, MAXIMUM ANCHOR HOLE M$TDAWM
DIAMETER: ANCHOR 111AMETER• 1118'. A I •. 1•xs.lzs•xaW TABLES
.37E
MA
..37E
MIN.
I
I
I B
1
1
OFFSET CLIP
M;TS ALUM.
PHEW
I UCUP
SO4ITSAWM
12EX3.1B8'%.285'
MIIRONLY.3NEET12
I 7DPNr:Yr'
Mull Dlmond6n (wheal R)
PcIT PeriO
Mulllgn
SW. Clip
Cf(s%t Clip
, UCllp
Angle Clip
1'XTX,12E(5)
66605
866113M
6WI110M
W6243M
W511M
1'XTX.37E•(8)
66S006
6RI14M
6661119M
666244M
666512M
1•X2.78'X.375'(7)
W607
W15M
6WI120M
664245M
GM13M
1•X2.VX.66M(8)
WWQ
66St16M
6681121M
OW248M
666514M
V X3.125' X.EW(9)
66037
Sfi6111SM
668(114M
666242M
668516M
1.25'X3.188'X.26E(12)
66841M
6M1117M
6661113M
66MIM
666516M
1.25'X2.11"X.125'(i6)
1 69310
WA
WA,
WA
866517M
NOTES,
TABLE A
01111e15IDn
Yglua Qn)
For mullion:
A
B
1.82E
2.654
1, X-" X;17,v
Aluminum
Tube Mullin
C
D
0.895
0.740
A
1.125
1'X2'X:37E
TAltubeMu6bn
TUDB
8
2.404
C
0.635
D
0.490
A
1.876
1' X275•' X
.376A[umbmm
Tube MUII
B
3.000
c
o.757
12
1.118
E
AW Min.
'A
1.312 -
1-X2.75'k
.657
Alumnum
Tube Mullen
S
3.000
0
0.476
Q
0.636
A
2000
rxal2s•x
.69M Alum
TLIbe Mul
S
2837
Q
0.683
0
M37
A
2262
1.25TX3.1EE
X.265•AIXn
T16e MINI
Q
3'
Q
0.632
0
1.762
A
1.813
f 26• X2,W
.121'Alurn
Tube Mull
t) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTM IONS OMEN ON THIS SHEET.
2)SEE SHEETS&17 FOR SUGGESTED,APP,ROXIMATE HOLE LOCATIONS B ANCHOR O.C. DISTANCE.
3)S£E SHEETS 24 MR GENERAL INSTALLATION METHODS.
No. 5B705
A. LYNN MILLER. P.E.
YF
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F luct Apomyal Menu > ProduG W AOOIICdtlon Sea2h > AOOu[aHOn U > APPBCauo4 Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
FL15213-R1'
Revision
Zola
Approved
Product Manufacturer Flastp InInc. /Nariya Plastics Corp_
Address/Phone/Emall 5200 W CENTURY BLVD.
�LOS ANGELES, •CA-90045
-(4410)969-9773 Ext16
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rick-w@mbidgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Small 5200 W Century Blvd,
Los Angeles, CA 90045
(440) 969-9773 Ext 18
scottjohnson@plastproinc.com
Quality Assurance Representative Ron O'Connell
Address/Phone/Email 5200 W Century Blvd.
`Los Angdles,'CA'90045
(440) 9691J773 fact ifi
Tonocanne8@pfastpro.com
Category r Exterior Doors
Subcategory rSwinging Exterior Door Assem611es
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
f,j� Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License
PE-43409
Quality Assurance Entity
National Accreditation and Management Institute
Quality Assurance Contract Expiration Date
12/31/2016
Validated By
Ryan J. King, P.E.
R Validation Checklist - Hardcopy Received
Certificate of Independence
FLIS213 RI COI Certificate Of Indeoendence.odf
Referenced Standard and Year (of Standard)
Standard
Yeadr
101/ S2
1997
I01/I.5.2/NAFS
2002
AAMA/W1)MA/CSA161/I.S.2/A440
200S
ASTM E1886
2002
ASTM E1996
2002
ASTM E330
2002
-TAS 201, 202, 203
1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of products
Go to,Page
Method 1 Option D
05/0312012
05/03/2012
05/08/2012
06/11/2012
0 it Page 1/ 2 42 0
FL #
Model, Number or Name
Description
15213.1
a. Smooth/Wood Grain/White Wood
6% "Impact" Opaque Fiberglass Single Door -
Grain/Rustic/Mahogany Series
Inswing/Outswing (X - Configuration)
Fiberglass Door
ljmltsvf Use
•InstalrationInstroctions
.Approved.forus In.HVHZ:.No
FL15213 R1 II INST 15213.1.odf
Approved fora eoutside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other. See INST 15213.1 for Design Pressure Ratings, any
FL15213 Rl AE EVAL 15213.1.odf
additional use limitations, Installation instructions and product
Created by Independent Third Party: Yes
particolars.
15213-2
b. Smooth/Wood Grain/White Wood
68 "Impact° Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series
utilizing "Snap Frame" Glazing - Inswing/Outswing (OX or XO
Fiberglass Door
- Configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIS213 Rl II INST 15213.2.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact.Resistarrt:.Yes
Created -by -Independent Third. Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 15213.2 for Design Pressure Ratings, any
FL15213 RI AE EVAL 15213.2.odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15213.3
c. Smooth/Wood Grain/White Wood
6'e "Impact" Opaque Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series
utitizing "Snap Frame -Glazing - Inswing/Outswing (OXO -
Fiberglass Door
Configuration)
Limits of Use
Installation Instnuctons
_
Approved for use in HVHZ: No
FLIS213 Rl II INST 15213.3.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other. See INST 15213.3 for Design Pressure Ratings, any
FLIS213 R3 AE EVAL 15213.3.odf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars.
15213.4
d. Smooth/Wood Graln/White Wood
FS Impacr Dpaque -Fiberglass Single -Door Wlth'Side'0te
Grain/Rustic/Mahogany Series
utilizing "Up Ute° Glazing - Inswing/Outswing (OX or XO -
Fiberglass Door
Configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15213 R3 II INST 15213.4.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
other. SeeINST 15213'.4 for Design Pressure Ratings, any
FLIS213 R1 AE EVAL 15213:.,Ixdf-
additional use 0mttatiens, Installation instructions and product
Created by Independent Third Party: Yes
particulars-
15213.5
e. Smooth/Wood Grain/White Wood
68 "Impact" Opaque Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series
utilizing "Up Ute" Glazing - Inswing/Outswing (OXO -
Fiberglass Door
Configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FLIS213 RI 11 INST 15213.5.odf
wommm
Ig plastpr
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
Smooth / Wood Gratin / White Wood Grain
Rustic / MahoganY
Series Fiberglass Door
INSWING / OUTSWING
WPACr
GFNBtAI NOTES
1. THS product tm been evaluated ondis in oomp:rcmavrifhiM 20i0EWtWa Bu?d;ng
Coda fFBC) stmctvrd mgdremmh excWd'ag the'1if3h Veba`ly HVmco%zone"
Won.
2. PfodUCt onChors shag be 05 Wed Cnd Mooed cc slwvmon"CRs.Andt r
embedment to bow matedd MOH be beyond Wag dms:Mg crduoco.
I When used In aeon regLCngVXxl borne debt protection ft product complies
with Section 1609.12 of the EBC and does not mgOra c n knpoct fetknl Covent.,}.
Res product meets m!Age Iev2I V and tnchidas Wmd Zone a as deMad in ASN
E1776 CrrJ Section 160?.12Aof ttre fr-ThesideSte mutt be Proiected wfih an
Bnpoct resistant covering that comp2eswith SecNAn 1607,1.1
A Fa2z sled frCnjag construction, anchoring of 6ma uWL nha7 be ff a crr e m tint
slTONn for 2abmk, mammycor6bvc lon.
5. 51ta cmdibm 0xndevkde fran the deco% of IWB dmtQ regJ+e k!rg r
enoaering anysis by C licensed engineara reg'sfered C," Mlvd.
TABIFOFCONTENTS
SNi.E7B
ca mmm
1
T .td eLvcIfi ,deft Fr iB geneaal rofm
2
Door omI detot
3
1Id010(moot detods — _
p
NmrM..a crosss0cutrt: _
$
Vu+�ikaaoss saclbn;
$
Vpticd cross sections ___
7
Buck and theme cm -7% buck rnaSWf?Car6W�'Wn
B
Fame ax'hain0-I%2uEmos:utrca^,s'nx:103
?
88d matero6.t�� Cetm 8 canperienG
2
t;tAME}vmTx
35P'6WC
`-tx 7fAEmoni
Oj 00
y0 0
g
h �
h93 �
X 0
1
O
15,2StM%.
FRAME WIDDI
"$i0`tJTF
O€SiGF1 PNES1URE
'"y""$41iiN,�
K
rt
}y t.Cif
GUS&+
'4
PO tRttE4
YEG/J3NfS
r�7J v> of
-.°fHAME
.OIMENSfftly*
ifAFPjS(OFh`'
lYA :.:
INSWING
527E z8200"
7,00"x b3.00"
Gt
+50.0
50.0
OU15W0JG
52.7r x B0.37'
7.00' x 63.08'
Fgo
M
FZ-15213.4
7-1/lMIIL t
SEE
38 NOTE0•
G 4 INTERIOR
{�a
12 37 '2 sff EXTRIORD• . ° : a c
EXTERIOR T6 N01E 1 I 118 S m'p R a LL
4 EXTERIORP411 IORINTERIOR 7360•,�
d LJ t
d HORROMAL RO' $ SECRON p 1
� 4 Inswing aonflgua bn 5 HORIZONTAL CROSSSECifON
� 4 ShwMwfl%subWcK I-I/4'%UN, c ii
5 )rl/a•nu.5 5
c µ18 prP) + N 3g j a e
% I. SIgeGte panels NO 1
.. 0AY flgmewfMf4)Of)fbtil N?21Ccated 4 5 v.
` CSINK I0; 305; 51"an I jj!S ram Tap of
0 1 6 (ry,) egrhJamband(2)o(Ilem#221n � 34 60
° theheadandsR3°fjame"and T2 INTERIOR 60 34 '
12
LL 16 6
SD INTERIOR 16 •
.. EXTERIOR _pp
! . 37 22 NOTE 1 37
) 12 o g
C'jk1K 02 16 12 °
° 6 39 EXTERIOR 38 (rn'd 6 3 o� s..,.. N.T.S.,
g 21 50 27 ax.en JK, m
n ac er. LTS #
T HORIZONTAL CROSS SECTION t HORII_ONTAL CROSS SECTION 3 OR ONTAµLLC S N e
i q' oha ng�q InsNng v—OalsxS m al n T aka aPMaJ �B slm qi&a °n
aPW 2 C
i
EXTERIOR INTERIOR
1 VERII L CRO
a o,SS S N
5 �sh
PP��PP
EXTERIOR INTERIOR
d
�4 `1 VERRCAL CREIESSEGf10N
S M+nng w?9t!on -
°
S s
e'
3
6
4gd
32
3
i 22 21E 1 22 NoI
a
l
d �
12
by
so
E%fER10R
IN OR
WERIOR
INTERIOR
1 CAL CROSS E=H
Nam`
I. sdwe parsdsecured to the side0o
CROSS
vER11 ALsuooxxE
6 Showaw/txsu46vrY
tON
$
wn
6 �D�aO tl
frpme with (4l of item, g711opated
10, 30.5, 51'and 71Xfrom top of
eachlamb and f4 of ftem S,,'22 in
n
the head and slA3' from each end
DCTERIOR
INTERIOR
E tER141R
IN ERIOP,
`e
NOSEE
�=
Sq
12
N01E 1
60
O
$
7
1
E
34 1
g
14• . a
_
oar: 02116112
cp er; lF'$ 3
cxwry u0.: o
�VERRCAL CROSS SECTION 4 VERn AL CROSS Room
6 kl- mlwj rptipn
0
JAMBS
J
�
ATYP- EAD & JAMBS
WP. NEAR -T
BUCK
0
III Q0*
L
MWONSHOWN MAME--�
M OPENNG FOR REFERENCE
MASONRY- ONLY BUCK 43 OUTSWING a
&WONRY
III OPENING
7 INmviNG
z
MCKANCHOM FmAMEAuCHoid nG STRIUMMI)
CONCRETEANCHORN40M
I. Substitution of a afferent supp5er may t�q diffewd edge
oW .. and ,=== ca
2. cohaere orctw t000fions of the cornefr may be adjusted to 13 INSWING
dwome to rnddcrioinr-,� It comwe aw4lor 101=flom noted a=t4hec=1R9-e-t be 41
adjusted to mahfarn�l�hq,=Icf mcHarJo!n%odcWoncfConf* archod
'I Bfc =ER' ON2 crunentl= are net evoede4 3B OLMANG
3. cnWY1=0=f0-bJ9.,
m 02116112
13 INSWING
N.T.S.
ffw I 1'r whr 2-11r r 38 OUTSVIING
I I I Srw
Etco iir i.ilr Ir IHNGEJAMA SMMKAMMAR FL-1413.4
Ag
1-1 r
TYP. HEAO S JAMBS
H(NGEJAMS
L
tX-A
8CK mw G 13 INSWING OPENINGa2t
36 QUIMG
tr
m MASONRY®RK
13 INSWING
009 38 OLITSWING
SIMPLATEDIFFAIL
MXE JAMS
CONCREMANChORNOTM'I I. 5u"6
ddl
2. COnaefe anchor bcdtiam at Me gapers maybe
Lit
h:7 g==,ocalfdrc d 0
to W
a ",ed to mafnfdn fhuffbe
arictrors-TA .
maybe nxtuked to amra the 7mx ON dMw dhwslorm:2-� 'MAN.
i �nEd9d.
a Concrete anchor We: 0
ar202 16 12•
xvs N.T.S.
10. A
JK
1
MY lit 1-1/or 2-1/,TInaCpsUS
FL-15213.4
mir 24m
SIEV a DF
(�.
4.Sb'�688N
.7^
5
IS A USTABIFI WUJG RB XG duPTXR.XblO S u
e/ �— 456•
sr�nLEWSmXasXa 1x AMAm
o
sG'GvsSBUE —'�
a pp
C a
a y, 1.000' NOM.
e'r`r� r GLASS THK.
x. ti yry;a 1/8' TEMP.
GLASS
AIR
.;j SPACE
i OPTIONAL
DECORATIVE INSERT ^
AR
SPACE
rAYr 's. r
2Lk�. a.s 1//B' TEMP.
dr < . .,0 41 GLASS
3
Qgg G� awX & `"—'" pap _�Mi
a°
8 {—I Pne oa Ta iz °S
axa: N.T.S. 9
Pta sn JK m
.X U SPACER IN: LA d
FL-15213.4 "
n
s>asr -.2. ate.
'BILLO MATERIALS
REM
DESCRIPTION
MATERIAL
1
MASONRY•3,1p¢P51MM. CONCRETE CONFORMING TO ACI
301 OR HOLLOW B�.00K CONFORRMMINGTO ASTM C90
` CONCRETE
2
IX BUCKSGx SS
WOOD
3
2X BUCK SG>-455
WOOD
4
I!4°MAX. SHIM 'PACE
'
%2-3/b'PFHELCO OR RW NCREIE SCREW
STEEL.
6
N10x2-I/T PLtIW00p5CREV
STEEL
7.
I/4"x7r1/4"PRiI1W CONCRETE CREW
STF$.
8
X'7x3/4"PFH WOOD SCREW -
STEEL
9
DOOR SKIN MM. A75'THICK
- flBHtGLA$S
10
INSWING VINYL OR BOTTOMS ETS'BY ENDURA -
WNYL
l0A
VINYL OR BOTTOM SWEEP ii3 BY HOLM WO.
VI Y
11
CVALNJ WOODFOR K
' W
12�
13
flNGE JOINTED PI E FRAME, HE D B HINGE JAMBS
df9 x2-/4"PFN WOOD SCREW �
l�ST BEL
14
BOTTOM RAIL -
CELLULAR PVC
15
INSWING ADJUSTABLE THRESHOLD BY ENDURA
ALUM W004
15A
INSWING D1U51ABLE ALUMINUM THRESHOW BY DIP
ALUM. WOO
16
(-0RCBS WEATHER STRIPPING BY END RA
FOAM
16A
COMPRESSION WEAi}iPR STRIP GLOW 650 BY SCHLEGEL
FOAM
17
KWIKSfif KEYED-SIGNATU ESERIES
S fl.
18
KWIKSEf DEADBOLT•SIGNATURE ERI6 J80
IS
STEEL
f9
CONIWUOUS SIDE ES111E R9NF. -
W D
20
L'fU�EFQAM YNANY
POLYURETHANE
21
4"x4"BUTT HINGE'
STEEL
22-
XBzTP WOpDSCR
S
0.
24�
HINGEB LATCHS LE
CELLULAR PVC
25
TOP RAIL �
CELLULAR PVC
26
SIDELITE STILE
CELLULAR PVC
27
5TRIL0: PLATE -
.STEEL
28
OUISWING BUMP IHRESHOID - -
ALUM. WOOD
29
DEADBOL7 STRIKE PLATE
S(EE
30
UP LITE ODLIW6TLRN REFLECTIONS
P�OLYPROPYLE E
31
M9x I'PFH WOOD SCREW
Sift
32
I/4'X 3/b"PFH ffWCONCREIE CREW
SiLEI.
33
SIDEUf TOP & 80 M RAIL
CftLUTAR PVC
SHOE MOULD !B"z31B°
WOOD
35
GLAZING COMPOUND
SILICONE
36
LITE
A8x1-I PFH FRAME SCREW'
STEEL
37
SFiUAM '
51lX;ONE
38
p9x2'PFH WOOD SCREW
STEEL
39
SID(3JTE 5PA ER
PYC.
40
MNGE 6IATCHSTILE R6NFORC ENT
LYL
46.
GLAZING SPACHt-
ALUM,
42.
i/4°z 1(b' fM'CONCRETE EW .
ST EL
43
114'z 4'P ffWCONCRETESCREW
51Eft
DOOR AN0..5EE DOOR PAN0. DETAIL SHEET FOR CONSTRUCTION DETAILS
60
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