HomeMy WebLinkAboutProduct Approval 9/27/2016 Florida Building Code Online
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Florida � _.
ex
usroR Public Approval
R E C E I D SEP 2 '7 2076
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL13540-113
r, Application Type Revision
Code Version 2014
Application Status Approved
5 Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
FILE Ce%py by the POC and/or the Commission if necessary.
- t
F j Comments
Archived i...
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
i
fbcl@jeld-wen.com
's
W1'4 �, r Technical Representative ]ELD-WEN Corporate Customer Service
yk Address/Phone/Email 3737 Lakeport Blvd.
r , Klamath Falls, OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
r
Cate o Exterior Doors
9 rY
r x Subcategory Swinging Exterior Door Assemblies
' * i Compliance Method Certification Mark or Listing
a
s £` ;VS........ Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
a
3 Referenced Standard and Year (of Standard) Standard Year
ASTM E1886 2005
� d ASTM E1996 2005
ASTM E330 2002
rr ASTM E331 2000
Equivalence of Product Standards
Certified B
y Approved Testing Lab
tom" FL13540 R3 Eauiv JELD-WEN ASTM E1996 Eguivalencv Letter.pdf
b�
Product Approval Method Method 1 Option A
https•J/www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquynOPErOHeefVE2FJsURDFJgjlTBYTegcCaMNJp/p2fyUttwp/o3dp/o3d 1/3
9/27/2016 Florida Building Code Online
Date Submitted 01/13/2015
Date Validated 01/14/2015
Date Pending FBC Approval
# Date Approved 01/19/2015
a
Summary of Products `-
r FL# Model,Number or Name Description
13540.1 Contours 3'-2"x 6'-10", Opaque Steel Wood Edge Inswing and
Outswing Door
Limits of Use Certification Agency Certificate
„ Approved for use in HVHZ: No FL13540 R3 C CAC NI010116.01-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure: +55/-55 Installation Instructions
Other: FL13540 R3 II JW162009 SS 2014-11-11.pdf
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13540 R3 AE PER3291 SS 2014-11-11.odf
Created by Independent Third Party: Yes
< 4 i
13540.2 Contours 6-2"x'6-10", Opaque,Steel Wood Edge Inswing and.
Outswing Door'
^u Limits"of Use Certification Agency Certificate ;
Approved for use in'HVHZ: No FL13540 R3 C CAC"NI010116.01-R2.Pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract ExpirationDate
Impact Resistant:Yes 12/31/2019 '
. Design Pressure: +,55/-55 Installation Instructions",
Other: FL13540 R3 II JW1�62009,55'2014-11-11.ndf "
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
" Evaluation Reports" •.'-
xd�e,�s
Q k° FL13540 R3AE'PER3291SS 2014=11-11.pdf-
' Created by Independent Third'Party: Yes
h 13540.3 Contours T-5"x T-11", Opaque Steel Wood Edge Inswing and
Outswing Door with Transom and Sidelites
jma
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 Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
r, Design Pressure: +55/-55 Installation Instructions
Other: FL13540 R3 II 3W162009 SS 2014-11-11.pdf
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
u FL13540 R3 AE PER3291 SS 2014-11-11.pdf
' Created by Independent Third Party: Yes
5d
" 13540.4° Contours V-5",x 6-10% Opaque`Steel,Wood,Edge'"Inswirig,and
Outswing-Door with Sidelites
Limits of Use Certification Agency Certificate
Approved fo'r use in HVHZ No FL13540 R3"C CAC NIO10116 02-R2.pdf
Approved,for use outside HVHZ:Yes Quality Assurance.ContractExpiration Date
W ImpactResistant ,Yes' 12/31/2019
Design Pressure- +55/-55 Installation-Instructions
a - Other:. - FL13540 R3 II JW362009 SS:2014=11-11.pdf,
Verified By: Hermes.F. Norero, PE 73778
o
Created by Independent Third Party.,,,_,
A Evaluation Reports
g.
FL13540 R3 AE PER3291 SS 2014-11=11.pdf
R. -
�,ffikCreated by Independent.Third Party,: Yes
" 13540.5 Contours 4'-3"x V-10", Opaque Steel Wood Edge Inswing and
f x
Outswing Door with Sidelite
Limits of Use Certification Agency Certificate
x Approved for use in HVHZ: No FL13540 R3 C CAC NI010116.02-112.odf
x" Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure: +55/-55 Installation Instructions
` Other: FL13540 R3 II JW162009 SS 2014-11-11j)df
"x - Verified By: Hermes F. Norero, PE 73778
r
Created by Independent Third Party: Yes
Evaluation Reports
hftps://www.floridabuilding.org/pr/pr app_o.aspx?param=wGEVXQwtDquynOPErOHeefVE2FJsURDFJgjlTBYTegcCaM NJ%2fyUtlw%3d%3d 213
E RIVEN® 74"MAX.OVERALL FRAME WIDTH
CONTOURS STEEL DOOR,WOOD EDGE 72 1/4"MAX.PANEL WIDTH TABLE OF CONTENTS
6-0 X 6-8(XX)&5-4 X 8-0(O/0X0) 36 3/8"WITH SHT# DESCRIPTION p
INSWING/OUTSWING ASTRAGAL 1 INSWING ELEVATIONS&GENERAL NOTES n
2 INSWING ELEVATIONS p�
24 GA.STEEL IMPACT DOOR SYSTEM 3 INSWING ELEVATIONS&BILL OF MATERIAL ❑
cc
GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS JC1]ONS O
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND / 6 INSWING HORIZONTA5 INSWING VERTICAL LCROSSSESS ICTIONS V U)u7
FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS 7 INSWING HORIZONTAL CROSS SECTIONS —I V
BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. F / Z O Q c.
SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS = 28 8 OUTSWING ELEVATIONS 0 ILL 04
HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. w 9 OUTSWING VERTICAL CROSS SECTIONS Z Y =OOD
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. = 25 2 10 OUTSWING VERTICAL CROSS SECTIONS Q F-
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER _j w 11 OUTSWING HORIZONTAL CROSS SECTIONS -j Q
LOADS TO THE STRUCTURE. x 12 OUTSWING HORIZONTAL CROSS SECTIONS C3 n �to
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR 5 a D w 13 ANCHORING LOCATIONS L j n Q 2
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O is 6 6 6 ¢ 14 ANCHORING LOCATIONS Y O
4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. a 15 ANCHORING LOCATIONS&DETAILS
5. SCALE BASED ON 11x17 SHEET SIZE. 2 NOT6 6 16 UNIT COMPONENTS
E2 NOTE 2 g
6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. `^r \ /
7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES
AND TRANSOMS. m w
8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION \ /
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN w p w
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OHL O O U)
INACTIVE ACTIVE
LENGTH/OH HEIGHT IS 1.0. p<z
ASTRAGAL A B
cov 0w
DOOR LEAF CONSTRUCTION: O 7 z ¢z
FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX) NOTE 2 0-6 3 Lug
THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) w^� y t7 w
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND I- z z
m
DENSITY EXPANDED POLYSTYRENE(EPS). InCD z w
z°�z y z
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF OwV) Of
24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA z
SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90"OVER THE 1.688"X 1.0" TABLE 1 0 O — a
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203"BOTTOM RAIL a a
CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK DESIGN PRESSURE RATING
BLOCK IS 1.688"X 3 118"X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: g ca
SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, w
Lu
INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR WITH&WITHOUT DOUBLE DOOR z 00
CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. ¢ z
SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM x 0
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. O=i.-
THE
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUMINSWING POSITIVE +55 +55 w 0 0.In
C3 w 2 z
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 0 0 In O
0
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM _
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 w o o
THREE 16 GA.7/16"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING
INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILL/JAMB CORNER ANGLED NEGATIVE 55 55 N x
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED,
SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLES JOINTS,SILICONE SEALANT AND FOUR 16GA X 7/16"X 2"LONG CROWN NOTES: C-4
o
AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS 1- ALL VIEWS FROM INTERIOR. o c i❑
ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7/16"HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUCT`�{�(�I I It��� "-
RECE VER PLUG S INSERTEDCENTER OF THE SILL OLD AND TO RECEIVILLED WITH DOW 1199 SILICONE. A PLASTIC E THE BOTTOM ASTRAGAL BOLT.OUTSWING OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE �����g F. O/����i m¢p
UNITS WITH AN INACTIVE PANEL,TAKE A 1/2"HOLE AT THE CENTER OF THE SILL AND A EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2" z
SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A igitally signed by Hermes F.Norero,P.E. DATE: 12/31/09
METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH eason:l am approving this document /;O SCALE: 1/2"=1'
BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014,11.11 10 0434-05'00'
CENTER OF THE HEAD ANDA METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 1/2" IN PLACE WITH 16GA X 7/16"X 2"STAPLES. =* * = DWG.BYG.LUBBECKE
SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT -a T T cxx.BY: S.FREY
THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" ��O '1re E' ��
ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE ��T i6m�e .Wu r3 i ��`� DRAWING NO.:
TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS i�CCi� ua1o9 0 �� �� JW162009
LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP. ,qtyyig m.cFBS� qb
FBPECerf.�lAdi661�iit N.29578 SHEET 1 OF 16
64 1/2"MAX
C; OVERALL WIDTH 64 1/2"MAX O.V.A WIDTH
f 51"MAX
N
o58 1l2"MAX.D.L.O. PANEL WIDTH OVERALL WIDTH r
n
cn
D N �
NOTE 2 {/ \ 26 y \ > 0
26 \ \ m O
\ 25 \ 25 \ S V Er
= 7 w = = Z_ OQm
0 0 wLL N
GO
25 S x � 6 J x J 6 6 ' Z Y =co
-i ci
1_u \ w o a NOTE 2 0 D a NOTE 2 NOTE 2 J
w ci G 6 >o� m / NOTE 2 � W n _
5
-a �`� Y d
NOTE 2 B / NOTE 2 ^ 7"MAX, // ^ 7"MAX. // MULL POST m w
D.L.O. D.L.O. w.mow
M o00w
7"MAX. / MULL POST o p d co
D.L.O.
�'mv o
C D NOTE 2 NOTE 2 I I 12 MAX' NOTE 2 C o��
4 4 F�--" PANEL WIDTH 5
TYP. 12"MAX. NO E 2 Oo z
TRI UNIT(OXO) PANEL WIDTH 35 3/4"MAX
A B NOTE 2 (INSWING IMPACT DOOR WITH PANEL WIDTH F j z
5 4 12"MAX, NON-IMPACT SIDELITES) U) O
NOTE 2 PANEL WIDTH DUAL UNIT(OX) o z vwi co
35 3/4"MAX 37 1/2"MAX O.V.A.
PANEL WIDTH NP' (INSWING IMPACT DOOR WITH 0O 9 3
FRAME WIDTH fo
MULL POST NON-IMPACT SIDELITE) o z z
TRI UNIT(O/OXO)
a 00
(INSWING IMPACT DOOR WITH \ N g m
NON-IMPACT SIDELITES&TRANSOM)
26 \ = ILIo
\ a�OZ
0 25 \ ox
W 0wiRZ
2 _
W wQ 000U0
7 Om wooW
X0 X I.—N K
m NOTE 2 NOTE 2 g w
NOTES: ��~
CO 1- ALL VIEWS FROM INTERIOR. o N o
/ 2-MASONRY AND CONCRETE CONSTRY6YYW r rrrrr
v S F' O '���i m¢z
J pO: DATE: 12/31/09
A B NOTE 2 7 . SCALE: 1/2"=1'
DwG.SG,LUBBECKE
35 3/4"MAX. a T T CHK.BY: S.FREY
PANEL WIDTH ��o 'h "d DRAWING���`:
SINGLE UNIT(X) Fdio°m pa�t� � JW162009
(INSWING IMPACT) '10 y@pL'.SSf`T°�
FSPE C4erC5/.d S�iM�Na 29578 SHEET 2 OF 16
Item DESCRIPTION Material
371/2"MAX O.V.A. 1 HINGE JAMB(11/4'X 4-9116"FINGERJOINTED PINE PINE
2 J FRAME WIDTH 2 HEAD JAMB(11/4'X 4-9/16'FINGERJOINTED PINE PINE
3 LATCH JAMB 1-114"X 4-9/16'FINGERJOINTED PINE PINE
31 1/2'MAX.D.L.O. 4 SIDELITE JAMB 1-1/4'X 4-9/16'FINGERJOINTED PINE PINE
5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112"MIN.EMBEDMENT STEEL o
6 4"X 4"BUTT HINGE 12GA .089"MIN STEEL co
v
NOTE 2 " 7 #9 X 3/4'PHILLIPS FLATHEAD WOOD SCREW STEEL Q �
8 #10 X 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL J cc
9 3/16"ITW BUILDEX TAPCON WITH 1 1/4"MIN.EMBEDMENT STEEL m 0
10 COMPRESSION WEATHERSTRIP FOA I- fn-
F 11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMF120 6063-T5/COMP. ALUMINUM Z �'t
12 #8 X 2112"PHILLIPS FLAT HEAD WOOD SCREW STEEL - d LL N
26 \ = 13 EXTRUDED ASTRAGAL GLOBAL 6063-T6 AL ALUMINUM Z Y =W
F J 14 NOT USED J Q
25 \ q¢ 15 SIDELITE SEAT Z60 SERIES ENDURA VINYL 0 n 2 LID
w w o 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL _j co I'lJ=
J o s 17 BOTTOM RAIL 25GA. 0.018' GALVANIZED STEEL STEEL cc') .1 tL
w 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL
lu_v g 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL w
/ 6 20 LOCK BLOCK 1-11/16'X 3-1/8'X 12 FINGERJOINTED PINE TREATED PINE C7
7 21 ODL LIP-LITE FRAME PLASTIC w
Lu
NOTE 2 / NOTE 2 22 l'O.V.A.INSULATED TEMPERED GLASS GLASS ❑X
n / 23 16 Ga.7/16"CROWN X 2'LONG STAPLES STEEL o o u)u)24 CORRUGATED NAIL 112"X 1-1116"25 GA. STEEL 3 m 0 O
/ 25 KWIKSET LOCK SERIES 400 STEEL �'6 N r-
26 KWIKSET DEADBOLT SERIES 660 STEEL p Z w I-
27 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL ,6 w
28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD wr-
"- J p LLo
C D NOTE 2 29 NON-COMPRESSION SHIM WOOD N p m Z-
35 3/4"MAX. 30 EXPANDED POLYSTYRENE(1.0 TO 1.25 pd DENSITY)MFG BY JELD-WEN FOAM m (9WQZ N v m
D-
PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS U=O z
A-525 COMMERCIAL QUALITY 0.021"MIN,THICK. O
SINGLE UNIT(O/X32 INSWING VINYL DOOR BOTTOM SWEEP VINYL ~
(INSWING IMPACT DOOR WITH 33 CORNER PADS 2',LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM o
NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP
34 OUTSWING THRESHOLD AFCO MODEL lMH973 6063-T5/COMPOSITE ALUMINUM 0 g D
35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE w Lu
36 318'ROUNDED SCOTIA PLASTIC Z
37 SILICONE BEAD DOW 1199 SILICONE U O
38 JAMB,1-1/4'X 4-112'FINGERJOINTED PINE LVL w U D.
39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM o o Uo p
40 ASTRAGAL BOLT 0.313 DIA. STEEL 0 Op w u)
41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINEWOOD woo w
42 11/16 O.VA.INSULATED 1/8"ANNEALED GLASS GLASS N
43 1'STEEL BRAD STEEL
44 ALUMINUM GLAZING SPACER AL./SEALENT N o C
45 GLAZING CLIP CELLULAR PVC NOTES:
46 SASH CELLULAR PV 1- ALL VIEWS FROM INTERIOR. rrr�� o i
2-MASONRY AND CONCRETE CONSTRL�QT?M �
47 STRIKE PLATE GLOBAL STEEL ``����S�• O �i�� D¢z
48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL _
161 1
49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC `�r:' ) DATE: 12/31/09
7 SCALE 1/2"=1'
* = DwG.B'G.LUBBECKE
cNw BY. S.FREY
"�0��. E DRAWING NO.:
}fig°1nNa�@,,�pp JW162009
FBPE Ce,t.•o}AIIA&kjlbANo.29579 SHEET 3 OF 16
1" I"MIN m 1"MIN. NOTE 1 1" 1"MIN
1"MIN. MIN. 1"MIN NOTE 1 = N w 1"MIN MIN. 1"MIN "411
OTE 1
m 1"MIN 1"MIN 9 28 41 Z 28 41 1"MIN 9 28 41 0
g NOTE 2 NOTE 1 NOTE 2 g m
Qw 5 , �
�F ^Z 5 28 41 4 ' �� :' � �
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29 38 ~ Lo
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SEE
SHEETDETAIL
IS 37 O W = 3 F a�
SEE DETAIL A , 18 ¢� 42 J x w I- x p N �
SHEET 15 10 `= 16 11/16"O.A. d w 2 = 37 cx7 w l 1 n 2
z < 42 w x -3 m Y a
SEE DETAIL A 10 a SEE DETAIL A 11/16^O A LL m Q
SHEET 15 44 45 46 SHEET 15 X w K
37 n g N g a LLx
04
44 iv a
38 45 46 g w
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2 38 37 r N m ❑X F FO
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O _U' = 2 O�(7 0
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W x w w 10 O r waw U
z Q w Z w o (D 16 F � O m
a - g x m o w
` 'i.�.` d w w x W � Zmw
X O
30 z w 10 x 3 a z
- ¢ 30 W Z o 3
o� 31 a z o O - z
I� .. 31 nQ. a U a
17 17 w w �gco
32 32 w z w ¢w
30 30 11 11 lxi x zza
31 wOp
OWRZ
28 41 ® 1 1/2" ® I U O00
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17 17 SEE NOTE 1 EMB 9 v v 1 woo>
v o
32 32 w N
Z 5
—{ 1"MIN
11 17 1"MIN 1" 1"MIN c!
® MIN. a�Qo
28 41 1 1/2" ®�, C VERTICAL CROSS SECTION,DOO rrRANSO rDD1 VERTICAL CROSS SECTION, ObMIMNSOM TYP.
4 WOOD FRAME INSTALLATION 4 MASONRY AND CONCRETF�y ��i� m¢O
SEE NOTE 1 MIN' 9 v .„ i z
EMB. —E: 12/31109
5 � NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS 7 _ SCALE 3^
--{ 1"MIN I LONG AS MINIMUM ANCHOR EMBEDMENT =* = owo.a�,LUBBECKE
1"MIN 1. 1"MIN -{ DEPTH,INTO MASONRY,CONCRETE,OR
MIN. T T w: cNKev: S.FREY
A VERTICAL CROSS SECTION DOOR TYP. WOOD IS MAINTAINED. O
4 WOOD FRAME INSTALLATION B VERTICAL CROSS SECTION DOOR TYP. NOTE 2- OPTIONALLY,ANCHOR CAN BE PLACED ����;� ; P eo ���?``�� onnwiNcno.:
4 MASONRY AND CONCRETE INSTALLATION IN NARROW SECTION OF HEAD OF JAMB. �� a Udh .� JW162009
FBPE Ce.tri No.n518 SHEET OF 16
D; 1"MIN. NOTE 1 m 1• 1"MIN
1"
W 1"MIN 28 41 w MIN. 1"MIN NOTE 1 m MIN. 1"MIN
928 41 Y a 1"MIN. NOTE 1 w 1"MIN NOTE 1
1"MIN 9
28 41 28 41
ul 29 '° Q O�
29 \ 7— > of
38 3643 I [0
x � 29 J O
SEE DETAIL A I x O X Y f 2 U oC -j�
SHEET 15 37 42 O W = ¢ 38 36 43 = SEE DETAIL A Z O Q M
x w �� _ O SHEET I5 - 36 43 2 Z W u co
11/16"O.A. o w 2 C7 w SEE DETAIL A
Q a 37 42 = w 37 SHEET 15 36 43 W Y
t
a SEE
SHEET 15 11/16ILA "O.A. w 31 16 37 p I� ¢�
44 J Cil 2
37 45 46 44 d a w p 31 16 LU
coY a
45 46 30 x
38 'O 37 ^ N � 21 it 30 m
38 w w z
SEED TAILA 1 O.A. w 2 p w 21 o O o X~ O
I SHEET 12 r Zo-4 U
2 + z p SEE DETAIL 1"O.A. W p 00 ai O i w
22 m SHEET 12 Z w w
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