HomeMy WebLinkAboutProduct Approval y,
NOTICE OF PRODUCT CERTIFICATION
Company: JELD WEN CertificationNo.: N1010116.01-R2
3737 Lakeport Boulevard Certification Date. 02/11/2010
' s a Klamath Falls,OR 97601 Expiration Date: 12/31/2019
Revision Date: 08/07/2014
Product: Series"Energy Saver/Contour"Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o
Side-Lites or w/or w/o Transom(w/Wood Frame unless noted)
Specifications:ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b
To verify that the"Notice of Product Certification'is valid,please visit www.NAMCcitifcation.com to assure that the product is active and currently listed.This certification
represents product conformity to the applicable specification and that certification criteria has been satisfied.A NAN approved certification label must be applied to the product to
claim certification status. Please review and advise NA MI if any corrections are required to this document.
Inswing Glazed Design Water Test Missile Test Report Number
Configuration or or Maximum Pressure Pressure Impact Drawing Number&
Ouftwing O ue _ size_ I*/N Rated Comments
+55/'SSpsf 0.0 psf Yes. 37W2009-20015JW2009-249/S3W206S-I99
OpaiK 3'2`°.x 6'10" p r �'y
r-.1 Add�dum(06/0912014)/PER2447hV-1685/W-1695
tvl sdo1e4gD MaxPanelSize:3'0"x6'7-
AnchorDetails:JW16200 1-16 A011271
x O/S Opaque 3'Y'x 6'9" +551-55 psf 0.0 psf Yes SJW2W9.200/SJW2009a99BJW2009-199
Single
Wind&=4 Addendum(06/09/2014)/PER 29471 W.1685/W-1695
1vLssile Levet D Max Pancl Size:3'0"x 6'7"
Anchor Details:JW16200 t•I /AO11271
xx I/S Opaque 62"x6'10" +55t--55 psf 0.0 psf Yes SJW2W9.200/SJW2009.199/SJW2009-199
Donble Wind Zone 4 Addendum(06MV2014)/PER 2947/W-1685/W-1695
IvTwile LevelD Max Panel Size:3'0"x 6'7"
Anchor Details:JW16200 1-1 /AO1t271
xx O/S Opaque 6'2"x 6'9" +551-55 psf 0.0 psf Yes SJW2009-20WSJW2009.199JSJW2009.199
Double Wind Zone 4 Addendum(0610912014)/PER 2947/W-1685/W-1695
"mile Level D Max Panel size:3'0"x 6'7"
AnchorDetails:1W16200 l-1 /A011271
National Accreditation&Management Institute,Ine./4794 George Washington Memorial HighwayJHayes,VA 23072
Tel:(SO4)68"124/Fax:(804)684-5122
NAMI AUTHORIZED SIGNATURE:
Code Online https://www.floridabuilding.org/pr/prappjtl.aspx?param=WGE
Date Validated 01/14/2015
Date Pending FBC Approval
Date Approved 01/1912015
Summary of Products
Fl. Model,Number or Name Description
Contours 3-2"x V-10",Opaque Steel Wood Edge Inswing and
'Outswing Door
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No j FL--5 U
-- ---t3 CC-- .— - AlIl. Qkiazlpldf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes i 12/31/2019
Design Pressure:+55/-55 Installation Instructions
Other: a FL13540 R3 11 JW162009 SS 2014-11-11.p
df
By:Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R3 AE P9R-3Z%-5a-2014-11-:L1cf
_p L
Created by Independent Third Party:Yes
113540.2 :'Contours 6-2"x 6'-10",Opaque Steel Wood Edge Inswing and
Outswing Door
Limits of Use Certification Agency Certificate
E Approved for use in HVHZ.No FL13540 R3 C CAC N1010116.01-R2.pAf
1 Approved for use outside HVHZ-Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure:+55/-55 Installation Instructions
Other:
09 SS 2 L4-11-1L.pdf
Verified By:Hermes F.Norero,PE 73778
t Created by Independent Third Party:Yes
Evaluation Reports
FL13540 R3 AE PER3291!K 2014-1j-11�df
Created by Independent Third Party;Yes
113540.3 Contours IT-S"x T-11",Opaque Steel Wood Edge Inswing and
'Outswing Door with Transom and Sidelites
Limits of Use i Certification Agency Certificate
j Approved for use in HVHZ:No i FL13540 R3—_ C N1010116-2 0�-R2. f
k
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes t 12/31/2019
Design Pressure:+55/-55 Installation Instructions
Other-
Verified By:Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL23540 R3 AE PER3291 S
Created by Independent Third Party:Yes
---—---------
13540.4 Contours 5'-5"x V-10",Opaque Steel Wood Edge Inswing and
Outswing Door with Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No
FL13540 R3 C CAC NI010116.02-_R2,pdF
Approved for use outside HVHZ:Yes i Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure:+55/-55 Installation Instructions
Other
FL13540 R3 11 JW162009 SS 2014-11-11.pdf
Verified By:Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
FLI354-0—&3-AE_PER329I--SS_2014-I1-_1_1_p4f
Created by Independent Third Party:Yes
13540.5 Contours i 4'-3"x 6'-10",Opaque Steel Wood Edge Inswing and
Outswing Door with Sidelite
Limits of Use =Certification Agency Certificate
Approved for use in HVHZ:No
FL13540 R3 C gL(; lqQkG 1�6.02-92--Rff
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant.Yes 12/31/2019
Design Pressure:+55/-55 Installation Instructions
Other: ELM540 R3 111
jW 62009 SS 2014=1 1-11,odf
Verified By:Hermes F.Norero,PE 73778
Created by Independent Third Party:Yes
Evaluation Reports
--Q R3-Ae--EERqZgl—S5LZC-IA!jl::kl-p—cLf
Created by Independent Third Party:Yes
-----------
:13540.6 Contours 3'-2"x 7'-11",Opaque Steel Wood Edge Inswing and
Outswino Door with Trpnz^—
Florida Building Code Online nttps:i/www.tiondabluiaing.org/pr/pr app_nu.asp3r7param=wciB...
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SCIS Home Log In User Registration Hot Toples ' Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map links Search .
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Product Approval Menu>Product or Am Cation Search>Aoc£xatmn Lg>App6®tion Det8H
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Application Type Revision-
i"
Cod0We n`---N z0-�47�
Application '�9 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 JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Fails,OR 97601
(800)535-3936
fbci@jeid-wen.com
Authorized Signature Kaede McLaughlin
fbci@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2005
ASTM E330 2002
ASTM E331 2000
Equivalence of Product Standards
Certified By Approved Testing Lab
FL13540 R3 Equiv JELD-WEN ASTM E1996 Equivalency Letter.pd
Product Approval Method Method 1 Option A
Date Submitted 01/13/2015
N® 74•MAX.OVERALL FRAME WIDTH
COMW445 STEEL LDOX WOODEDGE �7�21T PANEL WIDTH TABLE OF CONTENTS
G" 6-0X66(00 8 5 4%B41(O10X0) 36 31RAGAL
SMp DESCRIPTION
1 INSWING L ATIONSBG NERAL NOTES
INSWIIMPACTSWINGDOOR 2 INSWING ELEVATIONS n
Z!DA STEEL IMPACT DOOR SYSTEMO m
3 INSWING ELEVATIONS 8 BILL OF MATERIAL
GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m Q
1.THEPRODUCT SHOWN HEREIN IS DESIGNED TO COMPLYWITH THE CURRENT IRC AND 5 INSWING VERTICAL CROSS SECTIONS
FLORIDA BUILDING CODE(FSC)BASED ON THE SIGNED AND SEALED DATE.PRODUCT HAS / \ 6 INSWING HORIZONTAL CROSS SECTIONS
BEEN TESTED TO ASTM E33M2,E331A0,E263-04,E7886-05,E199605b 8 AAMA 1304-02. \ 7 INSWING HORIZONTAL CROSS SECTIONS z
SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(W'D)4 RATING.DOOR SYSTEMS r2 2 B OUTSWING ELEVATIONS O•I1.N
HAVING SIDELITFJTRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. r7 \ 9 OUTSWING VERTICAL CROSS SECTIONS LL Y=
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. = 25 10 OUTSWING VERTICAL CROSS SECTIONS F
2.2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 11 OUTSWING HORIZONTAL CROSS SECTIONS <7
LOADS TO THE STRUCTURE. x 12 OUTSWING HORIZONTAL CROSS SECTIONS ❑n
3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR w 13 ANCHORING LOCATIONS W n g 2
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O m 14 ANCHORING LOCATIONS Y d
a 15 ANCHORING LOCATIONS 6 DETAILS
4.FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. 16 UNIT COMPONENTS
5.SCALE BASED ON 11.17 SHEET SIZE. NOTE 2 \ / NOTE 2
6.ALL 1X 82X TO BE 0.55 SPECIFIC GRAVITY ORGREATER \ /
7.FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES
AND TRANSOMS. \ w
B.PRODUCE HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION ^�
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN \
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH o x ro
LENGTH/OH HEI GHTISI.O. INACTIVE ACTIVE
0
ASTRAGAL 010
DOOR LEAF CONSTRUCTION: NOTE 00�+� z
FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT 000
THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) Lp
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND y.P c00 w
DENSITY EXPANDED POLYSTYRENE(EPS). z1Oz m z_
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF O N¢
24-GAUGE(.021-MIN)GALVANIZED STEEL.THE AVERAGE MIN.YIELD STRENGTH OF 24 GA z z
SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90.OVER THE 1.686'X 1.0' TABLE i z _
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAL.THE 1.688'X 1203'BOTTOM RAL DESIGN PRESSURE RATING
CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018'MIN)STEEL.THE LOCK
BLOCK IS 1.AS'X 3116'X 12'FINGER JOINTED PINE DESIGN PRESSURE RATING: m g m
SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, -
INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING w
CONSISTS OF TWO 0.125'TEMPERED GLASS PANES SEPARATED BY A 0.75'AR SPACE SINGLE DOOR WITH 8 WITHOUT DOUBLE DOOR z'Ua z z
SIDELITE(S)ANDlOR TRANSOM NO SIDLfTE OR TRANSOM xao
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. _ O.E
THEOUTSWING SILL ow¢z
IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM • '. `.PDSITVE 1) 2 .t55: +55 w m
INSWING -
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN 1��- 'NEGATT :'.,. ..�Y `^ '' M!7 _55 a 80-0
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD.ALL BOTTOM
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING OUTSWING POSITIVE +55 +55
THREE 16 GA 718'X Y LONG STAPLES AND ONE 88X2 FH WOOD SCREW PER CORNER NEGATIVE 55 -55 R w
INSWING SYSTEMS HAVE AA8X2 FH WOOD SCREW IN EACH SIWJAMS CORNER ANGLED
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, v
SEALED USING SILICONE AND FASTENED USING FOUR 16 GA 711 VXYLONGSTAPLES JOINTS,SILICONE SEALANT AND FOUR I6GAX7/16•XYLONO CROWN NOTA: �w
AND ONE 4/8X2 FH WOOD SCREW PER CORNER INSW WG UNITS WITH A GLOBAL 1-ALL VIEWS FROM INTERIOR N ao
ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A7/16•HOLE DRILLEDATTHE STAPLES THROUGH THE JAMB.THE MULLION TO DOORISIDELITE IS o'
CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199OLE DRI APLASTIC CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY ANO CONCRETE CONSTRUC``�('(ItNtIT/T'
RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING EX THE TWO FRAMES.T X THE
CORRUGATED NAILS ARE USED ON THE `���
UNITS WITH AN INACTIVE PANEL,TAKE A 112'HOLE AT THE CENTER OF THE SILL AND A S EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND RI X Y �� m 9 z
SCREWS ARE INSTALLED I THEN IN TAMBSLLE ON OVER
EHE ENTIR LEND -: �y He�ma F.Npm^,PE „WMAT
r 'p0 o^ 12/11/09
METAL STRIKE PLATE IS FASTENED USING 7W0118 X 2-1fY SCREWS TO RECEIVE THE 9^ M'
WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH ,1, app�pp thistlommeR
BOTTOM ASTRAGAL BOLT.INSWING AND OUTSWING UNITS TAKE A 112'HOLE AT THE %^ = 112•=1'
OF THE EXTERIOR JOINT.SEALED WITH SILICONE SEALANT AND HELD #e A14.11.1110A4S4.a5'00'
CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO J{B X AT IN PLACE WITH 16GA X 716'X Y STAPLES. _* P*= aK�.LUBBECKE
SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT �-0 ?¢THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1!8' A : � W aster. S.FREY
ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THEORFO `2�`� pwvwoto:
TRANSOMFR AME CONSTRUCTION:FRAME HEADS,SI LLS AND JAM BS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS JW162009
LAMINATED VENEER LUMBER(LVL).THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7116'AR GAP. q� aaL
���jjyl�/y.� ear 1 av 18
O 64112'MAX
OVERALL WIDTHIIIIII.���641/2'MAX O.V.A WIDTH 51'MAX
0 681?MAX D.L.O. 35 3I4'MAX OVERALL WIDTH •
PANEL WIDTH
NOTE2 26 \ 26 \ j p�
—� \ \ \ 111 O
25 \ F \ C)2 U)to
\ Fs x = z O
25 s i Loi \ _ \ 'z"a x m
4 J Q a
_cs
\ t 17
q a NOTE 2 D I 0`O a NOTE 2 NOTE 2
w / NOTE2 n / W M J
4 LU Y C
a NOTE 2 17 v
9 / NOTE 2 6 7•MAK m T MAX MULL POST m m
/
'P MAX
� w-
010. / MULL POST z
/ o
NOTE 2 NOTE 2� rcy
_PANd WDTH NOTE 2 Q�Q a
TRI UNIT(OXO) TYP• 1YMAX. NO 2
PANEL WIDTH 35314•MAX
NOTE2 (INSWING IMPACT DOOR WITH PANEL WIDTH
4 12'MAX NON-IMPACT SIDELITES) h6o m 3
NOTE 2 314'MAX PANEL WIDTH DUAL UNIT(OX) m
37112'MAX O.VA z
PANEL WIDTH ' F- -`I (INSWING IMPACT DOOR WITH �: 3
FRAME WIDTH I NOWIMPACTSIDELITE) a� zo
MULL POST Z
a(P
TRI uNlr(aoxo) a
(INSWING IMPACT DOOR WITH
NON-IMPACT SIDELITES 8 TRANSOM) \ N g m
26 \ u
x
x 25 \ � owgz
0`Q0pU'0j0
w"oW
7
NOTE 2 NOTE 2
NOTES:
1-ALL VIEWS FROM INTERIOR r o
7-MASONRY AND CONCRETECONSTRSEYIlkU1tTT1Ix f
,. ,�y m a=
12
7•/`'PO n^�P: /31/88
NOTE2 - 'P'+E 12•=T
314•MAX = j sT as ur. S.FREY
PAA NEL WIDTH :0,�'gSf��`� pxAwwoea:
,.SINGCE'UNlfi(X) ��i FS .w JW7620D9
.(WSWINGINPACT).. � � ` y¢n1^F 16
DESCRIPTION Material
FINE
3712'MAXOVA 1 HWGEJAMB 11/d'X49H8'FINGFAIOWTED PINE
'Q 2 HEAD JAMS 1114'X4-9116'FINGERJOINTEDPWE PINE
o FRAMEVADT14 3 LATCH JAMB(1-1/4'X 49/16'FINGERJOINTTD PINE PINE
3112'MAX DJ_O. 4 SIDEUTE JAMB/-114'X 44IS'RNGERJOINTED PW PINE
ES"6YOPMII RAWFMIADWSCREWtNrH'tW.ALM3EDiW— -- STEEL 0
� lv 64•X4'9UfTHmE12GA.OBB'MI — 4STEEL
7 n
99 X3H•PHILLIPS FLATHEAD WOOD SCREW STEEL
NOTE 2 �f' 8 A10X 1 12 PHIUPS FLATHEAD WOOD SCREW STEEL_ m
1 S 3716'I1WS=EXTAFCUYWRFillX'TlX M eM!ENT STEEL.- m I
10 COMPRESSION WEATHERSTRIP FOAM Fm 91
= 11 INSWING THRESHOLD ENOURA MODEL LVILM-M-12D 6063-TSICOMP. ALUMINUM ?O J
tl 12 9S X 212'PHKLIPS FLAT HEAD WOOD SCREW STEEL O.LL PJ
26 s19 EXTRUOEDASTRAGAL GL08AL 60o'3T6 AL ALUMINUM LU Y m
14 NOT USED 4
25 \\ 4„ 15 SIOELJTE SEAT 260 SERIES ENOURA VINYL
>q ie 70020.1E LAMINATED VENEER LUMBER(LVLI LVL J M
U7 Os 17 BOTTOM RAIL25GA 10.0ineALVANUEDSTEEI. STEEL M Y d
w 18 HINGE SIDE SRLE LAMINATED VENEER LUMBER VL LVL
a 1 LATt71 SIDE STILE LAIUINATEDVENEER LUNGER VL LVL
a / e 20 LOCKBLOCXI.11116'X3118'X 12 FWGEkUNNTED PINE TREATED PINE w
21 D J
NOTE 2 NOTE 2 22 O OPLASTICUP-UTE FRAME
.A INSULATED GLASS GLASSp X
N 6
29 16G&7116'CROWN X Y LONG STAPLES STEEL m
24 CORRUGATEDNNL I2'X MP16'25 GA STEEL 3°� zw
/ 25 K141KSET LOCK SERIES 400 STEEL ¢ F
26 KWIKSET DEADBOLT SERIES 660 STEEL
ZT 1 08X2PHILUPS FLATHEAD WOOD SCREW STEEL
28 12XWOODBUCK GRADE 2 SOUTHERN YELLOW PINE WOOD
NOTE2 29 NON-COMPRESSION SHIM WOOD
35314'MAX 30 EXPANDED POLYSTYRENE J1.0 TO 123 DE14517YI MPO BY JELD-WEN FOAM ���� =m
PANEL WIDTH 31 STEEL DOOR PANEL SIGN MATERVLL(24DA ZZY-I®) FIBERGLASS zz
A.525 COMMERCIAL QUALITY D.021'MW.THICK nil
rc
r D
SINGLE UNIT(OMI 32 WSMNGWMDDDRBOTTOMSVEEP VINYL p 3 t
(INSWING IMPACT DOOR WITH 33 CORNER PADS2',LOCATEDAT THE BOTTOM OF EACH JAMB LEG FOAM UU 3
NON4MPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP
34 OUTSWINO THRESHOLD AFCO MODEL Ii7THB73 8063-T6/COMPOSITE ALUMINUM y�igm
35 MULLPOST EDOEGLUED FWGERJOINTED PINE PINE
36 318'ROUNDED SCOTIA PLASTIC <�¢z
37 SILICONE BEAD DOW 1189 SILICONE U S 00FF
38 JAMB,1-1/4'X4-12'FWGERJOINTEOPWE LVL wO4m
39 OUTSWWG THRESHOLD AFCO MODEL J-2247 6003-TS ALUMINUM 8
z
40 ASTRAGAL BOLTO313 DIA. STEEL oo V
41 OPTIONAL IXW00D BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w_o0
42 11118 O.VA INSULATED 118'ANNEALED CLASS GLASS c9 ¢
43 1'STEEL BRAD I STEEL
44 ALUMINUM GLAZING SPACER Al EALENT
45 GLAZING CLIP LLULAR PV 1 ALL MEWS FROM INTERIOR o N o
47 STRIKE RATE GLOBAL CELLULARSTEEPV 2-MASONRY AND CONCRETE CONSTRt�(1715}I Irr4r�r'
48 DEAD BOLT BACK PLATE(SINGLE DOOR SYSTEMS ONLY) STEEL tAEs-,h0 4, m¢z
49 BOTTOM ASTRAGAL INSERTPLUG GLOBAL PLASTIC ,�-Z.�\G '$F-:'O wre 12/31109
9: STAT£OF �'crx m. S.FREY
muw.I+crw-
`�
JW182009
1� 1'MIN mg 1'MIN. NOTE1 I 1"MIN 1'MIN. MIN. 1'MIN NOTE 1 Y W ML1J• 1'MIN NOTE 1
1'MIN
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1'MIN B 2B 41 � �i 2B 41 �1'MIN 8 28 41
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SEED EAJ 15 1D 9 a 1w SEE DETAILA 11MG OA 0 w
37 45 48 n 4g SHEET 15 Z
38 44 45 46 6
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28 41 1 112' ® / iYtNTICAL CROSS SECi1ON.DOORITRANSOM TVP. D RTICAL CRO
SECTi074 !/ li o 0
4 WOOD FRAME INSTALLATION ap¢O
SEE NOTEI MIN. g a 4 MASONFIYAND CONCRE��� z
EMB. v •, �.
a 'Z'Ji vt 1 DATe 12*1109
5 --I 1 MIN I NOTE 1-1X MAY BE UTILIZED AS AN OPTION AS No:�7�J]-�� = '� w=1'
• �1gr4IN�l 1. LONG AS MINIMUM ANCHOR EMBEDMENT '*jyI�✓'� eO.LUBBECKE
I'- MIN. 1'MIN DEPTH,INTO MASONRY,CONCRETE,OR %-D- STATS OF ¢
VERTICAL CROSS SEGTION,ODOR WOOD IS MAINTAINED. A •p �. �1O'r S.FREY
4 YJOOO F.RAA4£14STALIATt�J ) B 'Ot ter:ODRIL1Pt+r uuw:aorra:
- VERT CAL CROSS CONCRETE
I DOOR ATI NOTE 2-OPTIONALLY,ANCHOR CAN BE PLACED 4c���ey-�a+s `��
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