HomeMy WebLinkAboutProduct Approval Elm=t3uiildi4g.U64e Unlirie:
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ProdUt Moroval Menu..> Productor AnPlication-Sea rch:>-,Aoglication List,>:Appllcatlon Detail.
5, r.t.,,.g FL # FL14237-R3
Application Type Revlsion
t< Code Version Z017
Appl,Ication.-Status £�a° Approved
121
I *Approved by DBPR. Approvals
REVEWED FOR
by the ROG and or the Commis
m CODE COMPL NCE
Comments ST. LWE COUNTY drnpact:w 350 ft-# rs not alid.
approved where<air and'water i
2 Archived
V I
,ryProduct Manufacturer Fleming-Baron Door:Products
Address/Phon;e/Ema'il. ��� ®� � 1Q'1 Ashbridge Circle
h•_" INoddbrldge; NON=US 00000
(416) 74,0=-,2
bbulley@flemingbaron'com
;. Authorized-Signature Bud,Builey
bbdlley@faemingbaron.corh
. . Technical Representative Craig;Ailan
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Address/Phone/Email 10:1 Ashbridge Circle
. Woodbridge, NON 7,U$,Lis.;2Y9
(41f6) 749: 21°l l EA-4231
4 ' craig, ailan`@a spa abIpy, com
?Quality Assurance Re,presentative Craig Alian
I Addr{ess%Phone%Email 101:.Ashb ,Idg6 Circle,
Woodbrld" a NO US Lis2Y'
9 ►
(415)'749=2111° Ext;4231
craig,allan@assaabloy,com
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.Category Exterior Do;orS
t Su°bcategory �S.wingIng,Exterior Door.Assem_b
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. M Compliance Method Certification.Mark or Listing
,
Certification Agency UL:LLG
Validated Bjr Ted.B'erman, PE
�'"� Validation Checklist Ha`rdo
.:Referenced:Standard an'd`Year (.of Standard')- Standard.
,�, ASTM E1$86
ASTM E1106
ASTM E-330
gr TAS 2'Q1,,'TA5-Z02, TA '05
Eq .a'lence of Product Standards
,,� _ Certified:By
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Product Approval==Method Method-1:0.ption A
UC
,Dateubrnitte'd 1s2/06/Z017
Date Validated 1'2/13/2-V
Date Pendih'4 FBC Approval
Date Approved 08/08/ 018
S�i'� are �ot�Products �� � ¢
JJ
FL # :Model; Number o'r Name Description;
R 14237.:1 Swinging;exferior"Hollow metal UC Classifl'ed Windstc
door's and feaMew,product ; Frames
Limits.of Use Cert>ificaUon Agenc
Approved for use:-ant HU.H2• Yes_ FL1423Z~`.R3_ C CAC
Approved for use;outside HVHZ:.YesFL14237. R3 C :CAC
` Impact Resstari#: Yes Quality Assurance
r
Design Pressure: N/A 12/3`i/2021.
Other .Design-Pressure .varies wlth size and appl catron;: installation Iffi trui
• j Refer to Installatlot .Instructions and:;UL Guide Cards for FL14237 R3 -II FBC
detal(s. h-s•w ng and out=swing, singles and pairs of flush;, ` Rev 2 df-
t= glazetl:and louvered hollow metal doors and.. rame; products• Verified By UL LLG
as Ilsted by U'nderwriters.Laboratories,Guide Refe'i-ence Created by Indepeni
,.r••
Numbers. ZHCW;R8930. (doors;): and ZHDLA8931,(feames). Evaluation Reports
Created,by Indepenc
•
�a Contact Us,:,: 2ti01,elafr4stone Road,_Tallahassee FLJ3 10 Phone:, 5
The"°5t8t6.6UlbrldaAs.an AA/EEO employer:,Coovridht 2007-201-3 state`of:F,lorida Pnvacv statement•
f .
under Florida=law;-email add resses;are.public records If you:d'o:not want-your.ewmail,address released an.respoi
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mail'to this entity :Instead;contact-the office by phone or_by tradlilonaf mail I you have-'any questions,please
< (lr),Fiorlda Statutes,effective October`1,�2012,Iicensees.licensed under=Chapter 455, F S. must provide,thep�
em'ails:pr w,g may be.used for official coinmunicavon with the Ilcensee.tl 6wiaV&'prnM addresses are_:ppblic;r
' please provide the;Department:w than email adiiress'wfilch;can;be.made.available to the=public;ToAdernike
click e e ,.
Product Approval Accepts
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File Number: R8930 Volume : 12 Section : 1 Figure : 21 (14 Pages)
FLEMING-BARON DOOR PRODUCTS
101 Ashbridge Circle
Woodbridge, Ontario L4L 3R5
UL CERTIFIED HURRICANE RESISTANT
DOOR & FRAME PRODUCT
INSTALLATION INSTRUCTIONS
UL CATEGORY & FILE REFERENCES:
DOORS: ZHCW.R8930
FRAMES: ZHDL.R8931
APPLICABLE APPROVALS:
2010 FLORIDA BUILDING CODE
FBC: FL14237-R1
ANSI A250.13-03
TAS-201 (1994), TAS-202(1994), TAS-203(1994)
ASTM E330-02, ASTM E1886-05, ASTM E1996-05
Rev. 2-January 2012 Dwg#: WRD-121
Configuration Max Large Latch
Door Min Max Design Missile
Type Orientation Latching Series Ga Size Load Impact Minimum Minimum Latch
YP 9 (psf) Rating Throw(in.) Strength(Ibf)
ft-I bs
CYL, ML or REH D&E 20 Tx 7' +/-50 350 CYL ML- 1/2 CYL, ML: 525
REH: N/A REH: N/A
ML(*2) or MEH All 18 3'x 7' +/-60 350 ML: 1/2 ML:630
MEH: N/A MEH: N/A
*2� CYL: 1/2 CYL, ML: +65 psf: 910
CYL, ML All 18 4'x 7' +65/ 350 ML: 3/4 -70 psf. 980
Out-Swing REH or VRH -70 REH,VRH: N/A REH,VRH: N/A
CYL or All 18 Tx 7' +/-70 350 CYL: 1/2 735
CYL+ DB DB: 1
Singles ICL All 18 3'x 7' +/-70 350 Act Latch: 1/2 735
Dead Latch:3/4
ML(*'), REH All 16 4'x 8' +/-70 350 ML:3/4 ML: 1120
or VRH REH,VRH: N/A REH,VRH: N/A
CYL or ML(*2) All 18 3'x 7' +/-60 350 CYL: 112 630
M L:3/4
CYL+ DB All 18 3'x 7' +/-70 350 CYL: 1/2 735
In-Swing DB: 1
ICL All 18 Tx 7' +/-70 350 Act Latch: 1/2 735
Dead Latch:3/4
ML(*') All 18 Tx 7' +/-70 350 3/4 735
REH x Rem All 18 8'x 7' +/-65 350 5/8 910
HM Mull
CYL+DB X FB All 18 6'x 7' +65/ 350 CYL: 1/2 +65 psf:SPL 683,SB 342 ea
-70 FB: 1 -70psf:S PL 735, SB 368 ea
CYL X SB All 18 8'x 7' +65/ 350 CYL: 1/2 +65 psf:SPL 910,SB 455 ea
-70 SB:3/4 -70psf:SPL 980, SB 490 ea
MLN)x FB All 18 6'x 7' +/-70 350 ML: 3/4 ML:735
Out-Swing FB: 1 FB: 368
Pairs MLl'�l x SB, ML:980
REH x Hdwr. Mull, All 18 8'x 7' +/-70 350 ML, SB:REH,VRH:: N/A SB:490 ea
N
or VRH x VRH REM,VRH: N/A
ML(*')x SB, ML: 1120
REH x Hdwr. Mull, All 16 8'x 8' +/-70 350 REHML, SB:VRH: N: N SB:560 ea
or VRH x VRH , /A REM,VRH: N/A
In-Swing MLNi x FB All 18 6'x 7' +/-70 350 ML:3/4 ML:735
FB: 1 FB:368
Notes: (*1)-Dead-latch function required for mortise lock or latch
(*2)-Dead-latch function not required for mortise lock or latch
Doors detailed above include the following constructions:
Lock-Seam Construction
D-Series; 16, 18 or 20 Gage Face Sheets Vertically Stiffened Construction
E-Series(Embossed); 16, 18 or 20 Gage Face Sheets H or SW-Series
DSS-Series(Stainless); 16 or 18 Gage Face Sheets 14 or 16 Gage Face Sheets
Honeycomb, Polystyrene, Polyisocyanurate Welded Vertical Stiffener Core
or Mineral(TRR)Cores Stiffness Class:I
Stiffness Class:I 14, 16&18 Gage),V 20 Gage)
Latching Device Legend
CYL: Cylindrical lock or latch MEH: Mortise exit hardware SPL : Single point latch
DB Dead bolt ML : Mortise lock or latch VRH: Vertical rod exit hardware
FB Flush bolt REH: Rim exit hardware
ICL : Interconnected lock or latch SB : Surface bolt
-All doors are tested, UL Listed, Certified and labeled to TAS 201(1994), TAS-202(1994), TAS 203(1994)
ASTM E330-02,ASTM E1886-05,ASTM E1996-05 and ANSI A250.13-03
-Glass lights and louvers are permitted in doors up to and including +/-70 psf Design Load
2 Jan 2012 FBC Submission & Polyl added
1 Oct 2011 Flush Bolt applications added WINDSTORM RESISTANT DOORS
0 Oct 2010 FBC Submission - SIZE AND RATING LIMITATIONS -
IF DATE DESCRIPTION
REVISIONS DATE: 10/10 SHEET: 1
i
pSSIF� EXTERIOR SWINGING DOOR
��► F5s IN ACCORDANCE WITH ANSI A250.13 r
WINDSTORM RESISTANCE
STIFF SS CLASS : I
U0 L IMPACT R TING : 350 FT-LBS
DESIGN LOAD RATING : PSF
17U N RODUCT CO FOR S TO ASTM E 0/E1886/E1996 Fleming
R 930-52098 -201,PA-20 ,PA- 3,TAS-201, S-202,TAS-203 Steel Doors&Frames B
A C H D G E F
BARON
METAL
INDUSTRIES
FLEMING-
BARON
DOOR
PRODUCTS
Labels contain the following information:
A) UL Classified logo
B) Optional Brand logo and/or name
C) UL assigned Permanent Issue (Control) Number
D) Complimentary Classification Category
E) Pre—printed Stiffness Class and Impact Rating
F) Box for stamped/scribed Design Load Rating
G) Compliant Test Standard Numbers
H) UL File Number — AADG Part Number
Aluminum labels with holes for drive rivet attachment
Label Size : 1" x 3.75"
WINDSTORM RESISTANT DOORS
0 . Oct 2010 FBC Submission - UL DOOR LABEL DETAILS -
# DATE DESCRIPTION
REVISIONS DATE: 10/10 SHEET 2
Configuration Permitted Wall Types
&Anchora a cr)
U (6
d
C E N C N
O)in E w O
0 (D N N
C CO 0 N� �'N p C O O fn
O 7 7 0- 2— 7 C '�+ (6 VJ "3' N
f�0 w m X w
c m E am c E w c, v c,
d ) C X f0 xa 3 C= O 2a p Latching:Strike Prep 0 02 2 z U Z in in
CYL:SMLASA or UNL
KID
ML:MUNL FW +/-60 350 3'x 7 (,2)MEH:ASA
CYL:ASA Im +65/
ML:ASA FW -70 350 4'x 7'(*2)
REH:RIM
Out-Swing CYL:ASA
CYL.+DB:ASA+ASANLcrASA+SMAS*L ♦ID 'x 7'(*2)
ICL:SMLASA+SMLASANL FW +�70 350 3
_S REH:RIM
kn ML:ASA
REH:RIM FEW +/-70 350 4'x 8'
VRH:MHS
CU CYL:ASA or SMLASA FW +/-60 350 3'x 7
u_
In-Swing CYL+DB:ASA+ASANLcrASA+SNLAS*L
KID
ICL:SNLASA+SVILASANL +/-70 350 Tx 7
M ML:ASA FW
REH x Rem HM Mullion: HR FW +/-65 350 8'x 7'(*2)
CYL x SB:MHS KD +65/ 350 8'x 7'(*2)
ML x SB: MHS FW •-70
CYL+DB x FB:MHS KD +65/ 350 6'x 7
i2 Out-Swing FW -70
a ML x FB:MHS KW F +/-70 350 6'x 7
ML x SB: MHS
VRH x VRH:MHS FEW +/-70 350 8'x 8'
REHx Rem Hardware Mullion:HR
In-Swing ML x FB:MHS KW F +/-70 350 6'x 7
All frames are tested,UL Listed,Certified and labeled to TAS 201(1994),TAS 202(1994),TAS 203(1994),ASTM E330-02,ASTM
E1886-05,ASTM E1996-05 and ANSI A250.13-03
*1: See Sheet#s 7 and 9 for wall anchor requirements
*2: Meets the HVHZ requirements for Air and Water I nfiltration(TAS 202). Frame must be FW(face welded)construction.
Requires Pemko#315CR or National Guard#130NAjarrb and head gasket, Pemko#2001AV or National Guard#950N
threshold and for pairs Pemko 375CR astragal.
Latching Device Legend
CYL :Cylindrical lock or latch ICL : Interconnected lock or latch REH :Rim exit hardware
DB : Dead bolt MEH :Mortise exit hardware SB :Surface bolt
FIB : Rush bolt ML : Mortise lock or latch VRH :Vertical rod exit hardwaare
Strikes and Preparations Legend
Mortise head strike for 2-3/4"x 1-1/8"lipped
ASA :4-7/8"x 1-1/4"lipped strike MHS :flush or surface bolt,or verl SMLASA strike
rod exit hardware
47/8"x 1-1/4"non-lipped 4-7/8"x 1-1/4"electro- 2-3/4"x 1-1/8"non-lipped
ASANL strike MUNL :mechanical device for SMASANL:strike
mortise lock or latch
Head reinforcing for Surface strike for rim exit 4-7/8"x 1-1/4"electro-
HR removable mullion RIM :hardware UNL :mechanical device for
cylindrical lock or latch
1 Oct 2011 FBC Submission—Flush ,Bolt applications added WINDSTORM RESISTANT
0 Oct 2010 FBC Submission 3-SIDED FRAMES
# DATE DESCRIPTION -SIZES AND RATING LIMITATIONS -
REVISIONS DATE: 10/10 SHEET 3
Permitted Wall
Configuration Types&
o Anchorage(
� s
o J rn}U 0)
(C a) 'c >. C
rn E (D_ 0 w
a) � c`O O t rn W
c m rn ca Z'
O U E Nam' E� E _ a) 9i 3 cn
a) �' E$' Xr 22
m o c x rn•— X o a�
o �.4) O N c`o N co v aa) o 'c o N
a F- O Latching : Strike Prep v n g W �� z U in cn
CYL :ASA, SMLASA or UNL
ML:ASA or MUNL
ICL :SMLASA+ SMLASANL FW +/-60 350 Tx 7'�
REH : RIM (10 2)
Out-Swing MEH :ASA
VRH : MHS
E c ML: ASA
U REH : RIM FW +/-60 350 3'x 8'� _
(10)
E VRH : MHS
CYL:ASA or SMLASA
In-Swing ' ML:ASA FW +/-60 350 (1 Tx
c•,�
I` ICL : SMLASA+ SMLASANL
CYL x SB or FB : MHS FW +/-60 350 6'x 7' _
y ML x FB : MHS 10' �•'�
io Out-Swing ML x SB : MHS
a VRH x VRH : MHS FW +/-60 350 (10')�•'�
REH x Hardware Mullion : HR
CYL:ASA or SMLASA
ML:ASA
ICL :SMLASA+ SMLASANL FW +/-60 35p Tx 7'
REH : RIM (4'61,)(*2)
Out-Swing MEH :ASA
VRH : MHS
s ML:ASA
m U) REH : RIM FW +/-60 350 Tx 8' _
LL VHR : MHS (12 8 x 10')
CYL: ASA or SMLASA
n In-Swing ML:ASA FW +/-60 350 (4' 6") (*2)
in ICL :SMLASA+ SMLASANL
ML x FB : MHS FW +/-60 350 '(126 xx 10')
FU Out-Swing ML x SB : MHS 6 x 8 _
VRH x VRH : MHS FW +/-60 350 (12' 8"x 10')
REH x Rem Hardware Mullion : HR
z `—' Not Not FW +/-60 350 Not ApplRabblcable
¢Applicable Applicable (12' 8"x 10')
All transom,sidelight and window frames are tested, UL Listed, Certified and labeled to TAS-201(1994), TAS-202(1994),
TAS-203(1994),ASTM E330-02,ASTM E1886-05,ASTM E1996-05 and ANSI A250.13-03
Notes:
*1 :Maximum combined door+transom opening height
*2 : Maximum over-all unit width
*3 :See Sheet#'s 8 and 9 for Wall Anchor requirements
*4 :See Sheet#3 for Latching and Strike Prep Legends
1 Oct 2011 FBC Submission—Flush Bolt applications added WINDSTORM RESISTANT TRANSOM,
0 Oct 2010 FBC Submission SIDELIGHT&WINDOW FRAMES
# DATE DESCRIPTION -SIZE AND RATING LIMITATIONS -
REVISIONS DATE: 10/10 1 SHEET 4
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WINDSTORM RESISTANT TRANSOM,
0 Oct 2010 FBC Submission SIDELIGHT &WINDOW FRAMES
# DATE DESCRIPTION -TYPICAL ELEVATIONS -
REVISIONS DATE: 10/10 SHEET 5
pS$IF't EXTERIOR DOOR FRAME,TRANSOI
��. E`er SIDELIGHT OR WINDOW FRAME
YIN r
ACCO NCE WITH ANSI A250.1L WIMPA DAIN ST ROATING:RM RESISTANC C 350 T-L F
DESIGN LOA RATING:
15RE RODUCT CONFOR S TO ASTM E330 E18861 1996 Fiemin
RAP 9naa 201.PA-202.PA- 03.TAS-201.TAS 202.TAS 203
A C H G D F E BARON B
Metal
Industries
Inc.
FLEMING
-BARON
DOOR
PRODUCTS
Labels contain the following information:
A) UL Classified logo
B) Optional Brand logo and/or name
C) UL assigned Permanent Issue (Control) Number
D) Complimentary Classification Category
E) Pre—printed Impact Rating
F) Box for stamped/scribed Design Load Rating
G) Compliant Test Standards
H) UL File Number — AADG Part Number
Aluminum labels with holes for drive rivet attachment
Label Size : 1" x 3.75"
WINDSTORM RESISTANT
0 Oct 2010 FBC Submission FRAME PRODUCT
1 # DATE DESCRIPTION - UL LABEL DETAILS -
REVISIONS DATE: 10/10 SHEET 6
I I
4'0" Maximum 8'0" Maximum
71
X II II
4-1
U � II II
II II
"C � II II orn
� II II
N U 0) N
_ - C C II II =
m Q Optional Fixed or +,
X a Removable HM Mullion II
o ° or Hardware Mullion
Of - --- ------ -- II II Of
- II II
°' c
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C C II II E
� m < z II II �
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01)LI 1 1111
SINGLES PAIRS
Partition Type Jamb Anchor Type "A" "B" "C" Securement Requirements
Welded CSA 6" 24" 6" (4) #8 x 1" wood or drywall screws per
Wood Stud wall anchor
Welded EWA 6" 24" 6" (1) 3/8" 0 x 6" lag bolt per anchor with
a minimum 2-1/2" stud engagement
Steel Stud Welded CSA or Z 6" 24" 6" (4) #8 x 1" wood or drywall screws per
wall anchor
Steel shims secured to jambs with 3/16"
Structural Welded Steel 5 36„ x 1" long welds both sides of frame.
Steel Shims 5 Shims welded to steel structure at time of
installation.
(1) 3/8" 0 x 6" expansion shell anchor or
or Concrete
Existing Masonry Welded EWA 6" 24" 6" 3/16" x 6" concrete screw per anchor with a minimum 2-1/2„ stud engagement
New Unit Masonry Loose "T" or Wire 16" 32" 16" Not applicable
— 16 gage minimum. 12 gage maximum frame profiles
— 4" minimum. 14" maximum jamb depths
— 1-3/4" minimum, 2" maximum jamb face widths
— 1-3/4" minimum, 4" maximum head face widths
— See Sheet # 9 for anchor illustrations.
— Floor anchors are required for frames installed in new unit masonry and- steel stud partitions
WINDSTORM RESISTANT
0 Oct 2010 FBC Submission 3-SIDED FRAMES
# DATE DESCRIPTION -ANCHORAGE$ PROFILE REQUIREMENTS-
REVISIONS DATE: 10/10 SHEET 7
@ For transom frames or sidelights meeting all the
4-6' Max dimensional limitations shown at the left,wall anchorage
shall be as shown in the table below. See the bottom
_ QIX 1' 3'Max section of this drawing for methods of securement for
ca
S Max each anchor and partition type.
E - - L
Partition Type Jamb Anchors "A" "B" "C"
J E2 C
c o E Wood Stud CSA or EWA
J _ _ 96"Max 4
¢ o o - Z y cu Steel Stud CSA
E o _ _ C° '= o Structural Welded 6
U_ Steel Steel Shims
C3 Q Existing Masonry EWA >96" 5
a - - or Concrete
New Unit 96"Max 3
Q Q Masonry "T"or Wire 16" >96" 4
> 1'-6"Wide > 1'-6"Wide 1'-6" For transom frames,sidelights or windows exceeding any of the
Sidelight Transom dimensional limitations shown above,jamb, head and sill anchorage shall
be as shown in the tables below. See the bottom section of this drawing for
2" 0 2 methods of securement for each anchor and partition type.
� w �
2 O 1 2 c co2 2' Partition Type Jamb Anchors "A" B C D'
m
Jrl Wood Stud, <60" 3
- Existing Masonry EWA 12" 8" 96"Max 5
or Concrete >96" 6
E 48"Max 2
- - 64"Max 3
"
New Unit <80" 4
Masonry T" 16" 16" 96"Max 1 5
2 - Q 114"Max 1 6
E o _ > 114" 7
_ 40"Max 2
C3 - *1� r - Structural Welded` <72" 3 Steel Steel Shims 51, 5 102"Max 4
> 102" 5
_¢ -All dimensions shown are maximums
-Jamb anchors are equally spaced Partition Type Head Anchors Sill Anchors
*1: Floor anchors adacent to jambs and Wood Stud EWA EWA
vertical mullions may be provided in Existing Masonry or Concrete EWA or
lieu of EWA preparations and guides or New Unit Masonry Welded Steel Shims or
Structural Steel Welded Steel Shims Floor Anchors(*1)
Jamb or Head Anchor Type Partition Type Securement Requirements
Combination Stud Anchor(CSA) Wood or Steel Stud (4)#8 x 1"wood or drywall screws per anchor
Welded 1 or 2-Piece Type
Wood Stud (1)3/8"x 6"lag bolt per anchor
Welded Existing Wall Anchor with a minimum of 2-1/2"engagement into studs
(EWA)Guides; Pipe and Spacer (1)3/8"x 6"expansion shell anchor or 3/16"x 6"
or Butterfly Type Existing Unit Masonry concrete screw per anchor with a minimum of 2-1/2"
or Poured Concrete
engagement into wall
Welded Steel Shims Steel shims secured to jambs and/or heads with 3/16"x
2"x(Jamb Depth+ 1-1/4")x 12 Ga Structural Steel 1"long welds both sides of frame at labeling facility.
Shims welded to steel structure at time of installation.
- 16 gage minimum, 12 gage maximum frame profiles
-4"minimum, 14" maximum jamb depths
- 1-3/4"minimum, 2"maximum jamb&mullion face widths
- 1-3/4"minimum,4"maximum head,sill and center rail face widths
-See Sheet#9 for anchor illustrations
-Floor anchors are required for units installed in new unit masonry and steel stud partitions
WINDSTORM RESISTANT TRANSOM,
0 Oct 2010 FBC Submission SIDELIGHT&WINDOW FRAMES
# DATE DESCRIPTION -ANCHORAGE & PROFILE REQUIREMENTS-
REVISIONS DATE: 10/10 SHEET 8
i
~.Y..
Loose "T" Anchor Loose Wire Anchor
ANCHORS FOR NEW UNIT MASONRY PARTITIONS
c� O
~. O
"Butterfly" Type "Pipe & Spacer" Type
WELDED EXISTING WALL ANCHOR GUIDES (EWA's)
FOR EXISTING WOOD STUD, EXISTING UNIT MASONRY AND POURED CONCRETE PARTITIONS
X41
1—Piece Type 2—Piece Type
Combination Stud Anchors
WELDED WALL ANCHORS
FOR WOOD OR STEEL STUD PARTITIONS
Ir
"Z" Type Anchor Welded 12 Gage Steel Shims
WELDED WALL ANCHORS WALL ANCHORS FOR
FOR STEEL STUD PARTITIONS STRUCTURAL STEEL PARTITIONS
WINDSTORM RESISTANT
0 Oct 2010 FBC Submission FRAME PRODUCT
# DATE DESCRIPTION -ANCHOR ILLUSTRATIONS-
REVISIONS DATE: 10/10 SHEET 9
11 .58 .375 .58 .11
#6 x 1.5 Oval Hd Tex Screws
at 9.75" OC max for Lights .25 Thk Pol carbonate
Exceeding exposed glass of 10" Glazing Material
width, 22" ht, 100 sq. in. area,
or Design Load greater than
+/— 65 psf.
'GE Silicone III caulk
I 20 Gage or .125 x .5 Closed Cell
Foam Tape on each side
Snap—In Stop of glazing
� I
i
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O
O fnN
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of
Tack—Weld Vertical to Horizontal
Trim in Glazing Space at
Each Corner
20 Gage 18 Ga Face
Trim/Integral Stop Sheet Min.
1.75
47Eed
5 Min 6 32 Max
Min Ex Dosed 6
Width in
100 Sq. In. v 1344 Sq. In.
Max Area CF o 4-1N Maximum
(Multiple Q.21 X r Exposed
LO Glass Area
Lights Not N w= W 1m per Leaf
6 Permitted) Li _ (Multiple
Lights
04
Permitted)
CD
Snap—In T III Screw Fixed III
Removable III Snap-In III
Stops III Removable III
III Stops III
Design Load: cv c Design Load:
Impact Rating: 350 ft Ibf 65 psf Max. CD +/-70 psf Max.
WINDSTORM RESISTANT DOORS
0 Nov 2010 FBC Submission — GLAZING KIT DETAILS —
1 # DATE DESCRIPTION
REVISIONS I DATE: 11/10 SHEET 10
.094 .625 55
.472 Glasslam Safety Plus 2
Laminated Glass
.125 Thk x .5 Closed Cell Foam
18 Gage Glazing Trim I Tape Each Side of Glazing
& 20 Go Removable
Glazing Stops .188 .097 .188
6 x 1.25 Oval Hd Tex
Screws ® 9.75 OC Max
LO
L
N i i
In O
Setting Blocks,
As Req'd 18 Go Surround
Dow Corning Channels All 4
995 Silicone Sides of Cutout
1.656 18 Go Face
Sheets (Min.)
1.75
24 Max 32 Max
Ex osed F5.875 Exposed 5.875
LO Glass Wid Min L Glass Wid Min
L
1602 Sq. In. 0 1344 Sq. In.
Maximum cn Maximum
6 Exposed � X- Exposed
m r Glass Area w Glass Area
per Leaf X L5 per Leaf
_ (Multiple y = (Multiple
Lights N Lights
o Permitted) 0 Permitted)
— C.
x
XCU W ----
� L ----- ( to
Ln _)
II II
II II
II II
Impact Rating: 350 ft Ibf Design Load: Design Load:
`o +/— 60 psf Max iO /— 70 psf Max
WINDSTORM RESISTANT DOORS
0 Nov 2010 FBC Submission — GLAZING KIT DETAILS —
1 # DATE DESCRIPTION
REVISIONS DATE: 11/10 SHEET 11
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0� Exterior View Interior View
o
-Louvers must be UL Windstorm-Rated under Category ZHLL
-Louver manufacturer's listings may limit maximum louver size, minimum door gage, impact and design load ratings shown.
-Louvers may be installed at labeling location or on-site(See Note below)
- Markar WLV60/Pemko LV-WS UL Listed louvers with Security Grille requirements shown
-Louvers are not TAS-202(Air or Water Infiltration)compliant
Note: If the louver is to installed on-site, an adhesive-backed sticker must be applied to the visible leg of the bottom
surround channel by the labeling facility stating:"A UL Windstorm-Rated Door Louver Must Be Installed In This Opening"
Max. Nom. Door Leaf Size:
Singles&Pairs Out-Swing:4'x 8'
Single In-Swing: 3'x 7'
Security Grille
on Exterior Side ona0000000
Max. Nom. Louver Size:34"x78"
Minimum Stile and/or Rail: 6" 0000000000
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Impact Rating: 350 ft Ibs o0000°0000
Max. Design Load Rating:+/-70 psf
Ooo00°°°00
In
N
co °00000°°°°
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18 Ga Surround Channel
All 4 Sides of Cutout o000000000
L1.656" 18 Ga Face
1.75" Sheets(Min.)
i
WINDSTORM RESISTANT DOORS
0 Nov 2010 FBC Submission — LOUVER DETAILS —
# DATE DESCRII'T109
REVISIONS I DATE: 11/10 SHEET 12
a
1.5" Vetrotech Keralite Ultra 90 HI (*1)
1.375" or Vetrotech Swissflam 45 HI (*2)
6-20 x 0.75" Pan Hd SMS at 2"
Dow Corning 995 from Each Corner & 8" oc Max
or GE SSG4000
Structural Silicone
LO
LO y a�
too °
'ro
Setting Block
14 Ga Offset Removable
16 Ga Surround Glazing Stop Welded at
Channels All 4 Each Corner
Sides of Cutout 1.656 18 Ga Face
Sheets (Min.)
1.75
23 Max
EX Dosed
Glass Width
UL Fire Protection Ratings Under KCMZ-R14515
*1: 3 Hour- 10"W, 33" Ht and 100 Sq. In.Area Max.
1.5 or 3/4 Hr-23"W, 53"Ht. and 1219 Sq. In.Area Max. 1219 Sq. In.
*2: 3/4 Hour-23"W, 53" Ht. and 1219 Sq. In.Area Max. s Maximum
0 .0) Exposed
w = Glass Area
X U) per Leaf
Co
� 0
LO
Vertically stiffened doors(ref.
R8930,Vol 3 or 6)intended to
receive glass lights must be
provided with this design kit
factory installed, as"cutout only"
or"inner channels&cutout".
Glass lights for lock-seam doors
(ref. R8930,Vol 1 or 2)may be
prepared at the factory or
secondary manufacturing location
1Design Load:
+/— 70 psf Max
Impact Rating: 350 ft Ibf
WINDSTORM RESISTANT DOORS
0 Jan 2012 FBC Submission — GLAZING KIT DETAILS —
# DATE DESCRIPTION
REVISIONS DATE: 01/12 SHEET 13