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Pr°du-t Approval Mertu>Prom or Apphcatlen Search>8pplication list>Application,Detail
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File
Co
a FL,# FL225137R2 JL �
Application Type. '.: Revision
Code Version, 2617
Application Status •;,, Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the'POCand/dr:the Commission if necessary.
Comments
#:2,0,0 V
Archived,. , E II�„I E:Y1l EO: FOR
Product Manufacturer Masonite InternationaLOODE;COMPLIANCE
Address/Phone/Email 1955 Powis Road ��++T kj
WestChicago,IL60"185�7"1 ■:",� \jlE NOUN
(800) 663=3.667
sschreiber@masonite.com ®C0 (V ql
Authorized Signature Steve Schreiber
sschreber@masonite.com'
Technical:Representative
Address/Phone/Email
Quality.Assurance t2epresentative "
Address/Phone/Email
Category Exterior Doors ,
9 ry .
Subcategory - Swinging Exterior Door Assemblies
Compliance Method Certincation.Mark or Listing
Certlfication,Agency. National Accreditation&Management Institute,:,:.,
Validated:By." National Accreditation-&`Management Institute
Referenced Standard.,and Year(of.Standard) Standard Year
TAS"201"` 1994
TAS r202 , ;1994
TAS"203 1994
Equivalence`of Product Standards
Certified By
Product Approval Method . Method.i Option A
Date Submitted ; 04/16/2018
Date Validated 04/18/2018
Date Pending Approval
httpsalfloridabuilding.orglprlpr_app_dt'Laspx?param=wGEVXQwtDgtdytNblepz46QEi7wOhYDnH3%2f4ffe95AGs°/a2fx%2fSZXm21gg%3d%3d j 1!3
I
10/28/2020 Florida'Building Code Online
Date.,Approved_.,, 04/24/2018,
Summary of Products
FL# Model,Number or Name !!Description i
22513.1 i HPC Wood=edge Steel Side-Hinged 6 4 Glazed I/S or O/S Single or Double Door w/or w/o
Door Unit i Sidelites
..........
Limits of Use i Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2 C SAC N101'3747.01 Rlpdf
Approved for use outside HVHZ:Yes i Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +50/ 50 Installation Instructions
Other: Evaluated For use in locations adhering to the Florida FL22513 R2 I] FL0_7:,12.pdf j
i Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size.,When impact I Evaluation Reports
resistance is required,hurricane protective system is required, f EL22513 R2 AE 514008.pdf'
j Door top rails stamped "HPC". See DWG-MA-FL0212 for details. i Created by Independent Third Party; Yes
22513.2, ,. i Wood edge Steel Side-Hinged Door i 8'-0"Opaque I/S or O/S Single Door Unit
i Unit
Limits of Use i Certification Agency Certificate
Approved for,use in HVHZ:Yes FL22513 R2 C CAC N1013747.04,pff
Approved for.use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes ; 06/30/2021
Design Pressure: +70/-70 Installation Instructions
j Other: Evaluated for use in locations'a6e'ring to the Florida FLZ2513 R2 II FL0215,pdF'
I Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the"design I Created by Independent Third Party:
pressures listed. X-0"x 8'-0"max norriinal size. When impact (Evaluation Reports
resistance is required, hurricane protective system'not 1 FL22513 R2 AE_ 5j4009,pdf
required, See DWG-MA-FL0215 for details. Created by Independent Third Party:Yes
!..-
_._ ..........
22513.3 Wood-edge Steel Side Hinged Door i 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites
i Unit
Limits of Use i Certification Agency Certificate
I Approved for use in HVHZ:Yes i FL225]3 R2 C CAC �lIl)'13747.04,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date }
Impact Resistant: Yes 1 06/30/2021
Design Pressure: +45/-50 i Installation Instructions
Other: Evaluated for use in locations adhering to the Florida j FL22513 A'2 II FL0215.p-dj "
Building Code,Including the High Velocity Hurricane Zone,and 1 Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design 1 Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0"max nominal size.When impact {{Evaluation Reports
resistance is required, hurricane protectivesystem`hot required I FL22513 R2 AF 514007.pd i
on opaque panels, but is,required,on,glazed sidelites. See Created by Independent Third Party:Yes
DWG-MA-FL0215 for details.
_... . ... ..... ..... 1_.. _. __ __.. __ -._. ..__._. ..___ .. _.....
22513.4 i Wood-edge Steel Side=Hinged Door 8-0"Opaque O/S Single or Double Door w/or.w/o Sidelites
I Unit
Limits of Use "' ,Certification Agency Certificate
Approved for use,in,HVHZ Yes, ;;,. ' FL22513 R2 C CAC NI01 747:04,ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes ; 06/30/2021
Design Pressure: +50/-45 i Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 Il FI.0215.pdf
Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
:.,where pressure requirements do not exceed the design 'Created by Independent,Third.Party'
pressures listed. 12'-0"x 8'-0" max nominal size.When impact .Evaluation Reports
resistance is required, hurricane protective system not required FL 2513 R2 AE 51A007.hdf
on opaque panels, but is required on glazed sidelites,'See j Created by Independent Third Party: Yes
DWG-MA-FL0215 for details.
22513.5 i Wood-edge Steel Side-Hinged Door j 8'-0"3/4-Lite Glazed I/S.or O/S Single or Double Door w/or
+Unit w/o Sidelites
Limits of Use i Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 R2.0 CAC NI013747.06.pdf
Approved for use outside HVHZ:Yes i Quality Assurance Contract Expiration Date
Impact Resistant: No 06/30/2021
Design Pressure: +40/-40 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida i FL 251" R2 II FLO1.1.7.pc.if
Building Code,including the High Velocity Hurricane Zone,and i Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
1 pressures listed. 12'-0"x 8'-0" max nominal size. When impact Evaluation Reports i
resistance is required,hurricane protective system is.required. { FL22513 R2 AE 514007.pdf .
See DWG-MA-FL0217 for details. ? Created by Independent Third Party: Yes
• 22513.6 Wood-edge Steel Side-Hinged Door V-8"Opaque I/S or O/S Single Door
'https://loridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH3%2f4ffe95AGs%2fx%2fSZXm2igg%3d%3d 2/3
10/28/2020 Florida Building Code Online
r z
Unit
i Limits of Use 'Certification Agency Certificate
Approved for use.in HVHZ:Yes FL 2513 RZ_�CAC NI013747-Rpflf
Approved for u'se,outside HVHZ:Yes ;`Quality Assurance Contract Expiration Date
j Impact Resistant:Yes i 06/30/2021
Design pressure:.+70/-70 ;Installation Instructions
{ Other: Evaluated,for,use In locations adhering to the Florida FL_Z2513 R2 lI FL0211.pdf
i Building Code, Including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure"requirements do not exceed the design Created by Independent Third Party: j
pressures listed.,3'-0"x 6'-8"max nominal size.When impact Evaluation Reports
i resistance is required,hurricane protective system not i FL225i'3 pdf
required. See DWG-MA-FL0211 for details. i Created by Independent Third Party: Yes
-- ..._.... . .. _ -- ...... ,._..._..
22513.7 Wood-edge,Steel Side-Hinged Door 4 6-8"Opaque I/S or O/S Single or Double Door w/or w/o
Unit Sidelites
Limits of,Use s Certification Agency Certificate
Approved-for use in HVHZ:Yes F_L22513 R2 C AC NI013747-Rl�pdf
Approved for use outside HVHZ:Yes ;Quality,Assurance Contract Expiration bate
I ImP
' act Resistant:Yes 06 30 2021
. / /
i
Design,Pressure:+55/-55 Installation Instructions
Other: Evaluated.for use in"locations adhering to the Florida FL22513 R2 Il FL0211.pdf
Building Code,including the High Velocity Hurricane Zone,and I Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x'6'r8"max nominal size.When impact Evaluation Reports
resistance is required,hurricane protective system not required j FL22513 R2 .AE 514008.pdf
on-opaque panels, but is required on.glazed sidelites. See Created by Independent Third Party:Yes
DWG MA FL0211 for details
,22513.8 Wood-edge Steel Side-Hingengie d Door 6-8'' 3/4-Late Glazed+ Single or Double Door w/or
I/S or O/S Sin 1
�
1 Unit ,w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes i FL22513 R2 C CAC NI013741.03-111.PKIff
Approved;for.use,outside HVHZ:Yes Quality Assurance Contract Expiration Date
i Impact Resistant' No 06/30%2021
I Design Pressure,:_+50/-50 l Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22513 R2 lI FL 214.pdf
Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size.When impact j Evaluation Reports
resistance is,required,hurricane protective system is required. FL22SI3 R2 AE 514008 rldf
See DWG-MA-FL0214 for details. ; Created by Independent Third Party: Yes
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AAJEEO employer.Copyri ht 2007-2013 State of Florida.::Prlya Statement::Accessibility Statement::Refund 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
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395,*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,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 record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46QEOwOhYDnH3%2f4ffe95AGs%2fx%2fSZXm2igg%3d%3d 3/3
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SEE DETAIL J! #8 x 2"
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH I ui
#8 x 2" #10 x_ 5/8; �---fit ii THE THRESHOLD & INTO THE I } ! }a;
{ \ \ STRUCTURE DEEP` ENOUGH 13 I Iz
} ! .10 x 5,18 !"1"�� w— ' •EOR A 1.375 THROW
I { #8 x 2" .. - - #10 x 7" DETAIL "E" ASTRAGAL - DETAIL -"F' ASTRAGAL I { �z
#10, x 2-1/2 ATTACH ASTRAGAL RETAINER BOLT t �� Ln
1 #10 x 1" STRIKE PLATE 70 FRAME
AS SHOWN. a !z!
'tO x 5/81. . I
HOT 11EL7
Elh57OAtER��{I
{ t 37-� x 1_ PH--
INSVIINC TF RCS! OLD BUMPER 0 S THRESHOLD,. T— J%S THRESHOLD H6r
i .... r. Ew''tOMER
1 ' 1 CaUNa.W.r` ! �= 5 2b 17
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!L�J47" aTrRtOR wEE14@ 6 -YH f
t.437" -� iR Dwc.at: SVIS
TY I T { PICA�GLA2 14G DETAIL —
T' IJ0N=IMPACT cHv C ASS I
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-5E^HIES--O.=S.1"H ESHOLG (HIGH DAM, C 'S;THRESHCf:G' j� O_. 5.THRESHOLD DWG-MA-FLO214-771
SHEET 2 OF 3
i •
IS
NOTICE OF PRODUCT CERTIFICATION
le �?a� Company: Masollite International Corporation Certification No.: Nit1I37�):d33-I�i
r,- Certi;fcation Date: U /i?S/20I7
uG 1955"Poddis:Road
iu
�,ticst Chica�it, li. f101f15 E:xliil• tion late: O6;'30%2(D21
6 Revision.Date: 04.i 3/2018
7(rr, ss� Product: food-Edge Steel 3/4-Lite.or Less Glazed Insw,, or Cduts:e:ng Door tiv/F>131-�.ite or:less iVotl=l'iiipact
Rated.Sid elites.(�y/''R'ood Frame unless noted).
Specification: .TAS 202-94/ASTNA E33i1-02
Glaring: Instilafina Glass.(Tempered)
The"Notice of Product Certification"is only valid if the NAM I.Certification Label has.becn applied(o the product as described within(his document.The certification label represents product conformity to the
applieablespccification and that all.certification criteria has been satisfied.This product has been approved for listing within tN'AMI's Certified Product Listing at NAllrs"Certircatiun
Program is-accredited by The american.National Standards Institute(ANSI). -- —
ins�,ing Glared. Structural �-%ester �r^�^ Test Report number 1
C'onfigtiratiou or. or Maximum � EDesian Test m � . Drawing Number&, l
DutswinQ Opaque Size Pressure Pressure Comments
X VS Glazed 3'0"x 6',S" +50r'-50 0 psf NCIL-I l0 19469-1
"'Lite Maximum Panel Size:3'0"x 6'8"
Single I 3s l.ite Max
hoe Derails-DWO MA FLO i -Anc 4 I7
X OrS Glazed 3'0"x 67C" SOr'-50 10PsF' �t—`—R ?:CTL-L[o•19i6)1 i�-lSc'
Single 3',4-Life V(ax I 15 psf VTaxirr um Panel Size:"0"x 6'8"
7:50 sf' Anchor Dcmils-UN G-VIA-PLO214-17
X VS Glazed 't'0"x 6'8" +50r-50 O p,l NCTL 2l0-346!-UNV-1557
Single Vcntlite . VLaxitnum Panel Size:3'0"x G8"
I Anchor Derails-DWG-MA-FL0214-07
X l Ois Glazed I'0"x 6W I `501-50 O psf NC l F 210-34(I 1 W"-1357
Siuglc I Ventlite M-.Lximurn Pancl Size 3 0"x 6'8"
Anchor Dt aik D66G MA-FI-O"_14-07
XX' Us I Glazed 6'0"x"6'`;' +:01.50 0 psf N(-TL-1 TO-19»fi9-i
Double 3J4-]_itc 14nx Maximum Panel Size:3'U-'x 6'8"
j Anchor Details-UVl G-M A-`r'L0214-17
Xx O;S Glazed 6'0"x l 8" r50/-50 3.0 psf' NCI L-I I0-19469-I
Double 3i4-1.ire Max 4.5 psf'. f Maximum Panel Sizc:Y0 x 6-8-
7.50 f' anchor D tarlo-DW(;-MA-FL02l4-l7
xOiox 11S Glazed WO"x 6'8" +SOf_;() Upsf i —� NCIL-110 19469-1
Single wiSidelite I I 3;4-Lite Max Door Maximum Panel'Size.3'O x F>a Sidelite:Y'Y'x 63" 1
Full-Life M:Le Sil, psf' Anchor Dctails-DWG%IA FI.0214-17
S G' "x G8" 50-50 3 TXO/OX ( - j
Singic w.,'Sideike 3,i-Lite,blax Door 1.5 PsC Maximum Panel Sizc:3'O"z 6'8",''Sidclitc:YO( x 6'9" �
Full-Lire Max S/L 7.50,sf I Anchor Details-DWG-MA-FL0214-17
OXO !'S I Glazed 9'0"x 6'8" I <.501-50 0 PSI` INC]L-1 10-1 9409-!
Single w/Sidelites 3A-1-ite 64ax Door I Nlaxinwm Panel Sizc:3'0"x 6'S" Sidclitc:3'U"x 6'3"
Full-Litc Vtax S.'LI I Anchor Uetails-I)�VG-�1:1-FLC=13-17_—
-- OXO OiS Glazed 9'0"x0'S" �+50'-50 3.0psf' �NCI'L-110-t9469-1
Single wlSidelites 3/;-Lite Max Door 4.5 psf` Maximum Panel Size:3'0"x 6'9"rSideliro:3'U-'x WS"
Full-Litc Max SiL 7.50 psf, Anchor Dctails-l)WG-MA-FLO_14-17
OXXO vs Glazed I 12'4"x 6'8" >St)'_;0 0psf NI:I'L-110-19469-:
Double w9Sidelites 14-Cite Max Door Ma:ximuni Panci Size:.i'0"x 6'V iSide[ite:Vil"x 6'S"
l Full-Life lvlas S!L j t :1:IchnrDctails-llN'G-V1_l-FL{k_14-17
OX.XO O)s Glazed 12.4"x 6'8" +j0i-;{) 3.0 psf NCIL-(10-19469-1
4.5 psf' Maximum,Panel Size:3'0".�6'3":'3;IM;te:>-0"t(•'x"
Double uu,'Sidelites �`4-Cite\dax Utmr � � t- '
--�� 7.50 psl'• I ----- Anchor Details-DWG-MA-I L_)214-17
Full-l.itc�'Iax S 1 i _ � _ --.�
1-Umwtes bumper Ourswin{t I-hreshold '--Ucuotes Z-Scr(es OuL%ivin;t Threshold 3-11 H)a tit Out wing Threshold 4-Pro T4 ThreshoW 5-111P OutsSving Thr shnld
National Accreditation & -Management Institute,Inc./4794 George W—Ishtngton lPS`lemorlal Hlghrs`ay/llay`es.VA 23072
Tel: (804)684-5124,,Tax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
=6�-8"DOUBLE
SVI Y0 6 E. _.._...._....__.............__..__.__._.___--- 149"MAX. OVERALL FRAME WIDTH21" MAX 36.375" MAX. 21" MAX STEEL DOOR UNIT I--QLO --I -PANEL WIDTH Q,LM37.5" MAX.H/WITHOUT SIDELITES NIASTRAGAL I FRAME WIDTH o ci�`-'
W O CD
CD
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE HVHZ, ZE
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. LLJ
X p S �' I I. ^ I n `-
I 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 w
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. ;)
5. PLASTICS TESTING: `` I II I I iL a
TEST DESCRIPTION DESIGNATION LITE FRAME
SELF IGNRION TEh1P_ ASTM D7929 842 'F > 650 'F
RATE OF BURNING I ASTM D284 1.28 IN/MIN 0 0 0
SMOKE DENSITY __ ASTM D2843 70.23 ' i
TENSILE STRENGTH' ASTM_D638 1.87 DIFF 1.-- - a JI
m'
COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 z S o
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W T.ti sLRELIII ^-- wflFl 519 1TI }1rH_.VENJ_SL7E
WHERE WATER INFILTRATION PERFORMANCE IS -� �Io
- DESIGN PRESSURE RATING I _ REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING I OUTSWING INSWING I BUMPER O S I Z-SERIES 0'S HIGH DAM O S T4 O S HP O S
X 11 37.5' +50.0 -50.0 +50.0 -50.0 N A ,_ 20 0 / -20.0 1+30.0 30.0 +50.0 -50.0 +50.0 i -50.0 +50.0 -50�0
_Tl
XX 74 +50.� -50.0 +50 0 -50.0 N/A ---i4( �20.01_20 0 +30.D -30.0 +50.0 50.0 _ N A N%A
OX or XO i 75' +50.0 -50. 50 +0.0 -50.0 NIA +20.0 -20.0 +30.0-(T�30.0 +50.0 -50.D N A N/A ¢�j
OXO 112.5 +50.0 -50.0 ;+50.0 T-50.0 _ _N A__ L+20 0 -20,0 i+30.0 30.0 I+50.0 50.0 N A N7A Z
OXXO __149 +50.0 -50.0 +50.0 -50.0 NSAA�+20 0� -20.0 !+30 0-30.0 +50.0 -SO.D N A N A i
1~X-VENT 1 37.5- -!+50,0 / -50.0 i+50.0 -50.0 N/A NIA -I� L N'A y
_ _ _ _ --. -_ L.-______ --__-N A - N;.a DATE: 5 20 17
SCALE N.T.S.
Addendum toNA)A DWG.BY: SWg j
4 TABLE OF CONTENTS - -----------
SHEET #'. DESCRIPTION �_- _ CertRie4onND.;_NS_yj,7?�r} KUR7 BAL7H crx.er: _
AZOR oaAwwc rID.:
1 _ __TYPICAL ELEVATIONS & GENERAL NOTES - - I � Z&V_ FLORIDA P.E. I
-- -
3 _ANCHORING LOCATIONS & DETAILSRo4F""' ' -- #56533 IDWC-MA-FL0214-17i
--
L 3___ iANCHCRINC_LOCATIONS & DETAILS _ -
SHEE 1 Di' 3
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3 L1 1 r 3""E 3� 3 3;__ _� Q CcJ
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SEE DETAIL�/ 6" #8 x 2" >-
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I ASTRAGAL RETAINER BOLT HOLE W
51
ro ! MUST BE DRILLED THROUGH c
#8 x 2" #10 x 5/8\ 1 THE THRESHOLD & INTO THE
r STRUCTURE DEEP ENOUGH N
#8 x 2" " DETAIL "E" ASTRAGA 10 x 1#10 x 5/84. FOR A 1.375" THROW �_
1 # L '
1 I DETAIL "F" ASTRAGAL zF z
D l #10 x 2-1/2"— ATTACH ASTRAGAL RETAINER BOLT 0
#10 x 1" STRIKE PLATE TO FRAME Ld
#10 x 5/8' AS SHOWN,
DETAIL "C" r I I
DETAIL "D' !CD
HOT MELT
0.962"I i ELLASTOMER I I��
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� 1.375" 1.437" �,— >°s x 1-1/2'PHS �
t T ,
ao
INSWING THRESHO BUMPER 0, THRESHOLD T4 O/S THRESHOLD '
/� n.y
_... HELASTOMEft . �"•: 1/L'BITE AGdpAw(O NAM! 1 I Z
LD
" DATE 5 26 17
1 { I •. ._ Cthtf�:. . - scale N.T.S.
1,482" "i r-- :� 1.75" L1.047" EXTERIOR •..mot 1t�Rt06 ReriewBdBYj.. _ _
1.437" �'--...� TYPICAL GLAZING DETAIL
Dwc.a sWs_I
I T T T `�- NON—IMPACT GLASS c""BY: _
DRAWING No,
Z=HRIES 0/S THPESHOl-1) HIGH DAM HP....__O/S_THRESHOLD OWG-MA-FL0214-17
i SHEET 2 DF
4U__UCt_MI6U 1 t:U9 rrom -fa' II MIMIJ r9uq FaxR F B"",,U, YF.
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Sring all -off-Florid
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