HomeMy WebLinkAboutREVISION 12-13-18K
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DATE FILED: L) • 0
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SCANNED
��aa By • PERMIT #
`fig Ludo (C'5UQ'CEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462.1553
APPLICATION FOR BUILDING PERM
P OJECT INFORMATION FWA§119N
d
DETAILED DESCRIPTION OF PRI
REVISIONS:
.514P t1 n r-'P @
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME: A6 7Qa1)
QUALIFIERS NAME: r, ) `L.+ 4yt.
ADDRESS: ?A l I sc . 'z / i
CITY: STATE:
PHONE (DAYTIME):' 3gg ?
OWNER/BUILDER INFORMATION:
ST. LUCIE CO CERT. #: —S D.
►�-t ZIP:
ioS FAX:
NAME: (V"'l- C! L U / ?
ADDRESS: ��
CITY: �L ,— �� %�Q j �p STATE: _
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
NAME: J
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC. 9123109
Revised 06130/17
STATE:
FAX:
ZIP:
i! �'• 3 r 'p k. � y.'
ZIP:
RECEIVE®
DEC 13 2018
permitting Department
St. Lucie County, FL
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linl Product Approval
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ST. LUCIE COUNTY /
BUILDING DIVISIr)U- �C
> Application List > Application Detail
j Submit Surcharge
FL #
FL14569-119
FOR COMP N
Application Type
Revision
REVIEWED BY
Code Version
2017
DATE
ALE
Application Status
Approved
AND
PLANS AND ERMIT
*Approved
MUST BE ON JOB OR
by DBPR. Approv WW1ItNWftTrIjW 12.ILd1 i�Jz b
the POC and/or the Commis
Comments
Archived
Product Manufacturer
THESE PLANS AND ALL PROPOSED WORK
Address/Phone/Email
JELD-WEN 3737 Lakeport Blvd
ARE SUBJECT TO ANY CORRECTIONS
Klamath Falls, 97601
(800) 535-3936
REQUIRED BY FIEW Ii GPECTORS -&T
fbcl@jeld-wen.com
MAY OE NECESIAN, IN ORDER TO
Authorized Signature
Jason Kantola
COMPLY WITH ALL APPLICAME CODES.
fbcl@jeld-wen.com
Technical Representative
JELD-WEN Corporate Customer Service
Address/Phone/Email '
�
3737 Lakeport Blvd.
Klamath Falls, OR 97601
'
(800)535-3936
custom erserviceagents@jeld-wen.com
Assurance Representative
Address/Phone/Email
CONCQuality
�4LED FASTENERS
0 R A�ACHMENTS
Category
ARE THE RESpONSI SILKY OF
Subcategory
Exterior Doors
THE
CONTRACTOR
i
Swinging Exterior Door Assemblies
OF RECORD
Compliance Methpd
Certification Agency
Validated By Jil
Referenced /Standard and Year (of St
andard)
Equivalence of Product Standards
Certified/By
I
Prod ct Approval Method
I
Date Submitted
fI
11
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
Year
TAS 201
1994
TAS 202
1994
TAS 203
1994
Florida Licensed Professional Engineer or Architect
FLI9569 R9 Fauiv ASTM E84 ErnlivalenCv Lle a SS 2017 08 3 ntlf
Method 1 Option A
10/02/2017
�. :i<< - ti •>:-�.^ t�a"fiY iYj�ryt.� r iti ' :t
I
Date Validated
Date Pending FBC Approval
Date Approved
FL # Model,
• 14569.1' . I Contou
Limits of Use
Approved for use in HVHZ: Ye
Approved for use outside HV
10/03/2017
10/11/2017
H
Impact Resistant: Yes
Design Pressure: +60/-60
Other: Product must be installed
instructions as stated on drawing
10/03/2017
10/11/2017
Number or Name Description
rs Steel, Wood Edge Full Lite Door, Outswing, 6'-0- x 6'-8"
Certification Agency Certificate
s F1;14569 R9 C CAC NI0062S5-R7 Certificate odf
. Yes Quality Assurance Contract Expiration Date
09/30/2019
Installation Instructions
per manufacturer FL74569 R9 II 1W0509 11
3WO509-03 Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL74569 R9 AE PFR3392 ndf
Created by Independent Third Party: Yes
14569.2 Contours Steel
Limits of Use
Approved for use in HVHZ: Yes
Approved,for use outside HVHZ: Yes
j Impact Resistant: Yes
Design Pressure: +60/-65
Other: 'ii i'a
Wood Edge Full Lite Door, Inswing, 6'-0" x 6'-8"
Certification Agency Certificate
F1 14569 R9 C CAC NT006255 07 R3 Certificate, odf
Quality Assurance Contract Expiration Date
06/30/2019
Installation Instructions
FL14569 R9 iI 3WO502 04 Installation ndf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R9 AE PER 394 odf
Created by Independent Third Parry: Yes
14569.3 I Contours Steel, Wood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
Other:
14569.4 I Contours Steel, Wood Edge
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other:
Full Lite Door, Outswing; 6'-0" x 8'-0"
Certification Agency Certificate
FL14569 R9 C CAC N1006254-RS CertiFrate ndf
Quality Assurance Contract Expiration Date
09/30/2019
Installation Instructions
FL14569 R9 Ii 160509-01 SS 20I 07 07 ndf
Verified By: Hennes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R9 AF P RRR9t.pdf
Created by Independent Third Party: Yes
Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non -
Impact Rated Glazed Sidelites, 12'-0" x 6'-8"
Certification Agency Certificate
F1,14.569 R9 C CAC NL0.1_LQL_L NLQj_of Z 07 Cartio,r odf
Quality Assurance Contract Expiration Date
04/30/2020
Installation Instructions
EI14S69 R9 iI ]W037012FL Install on f
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
fL14569 R9 AE PFR3 1 ndf
Created by Independent Third Party: Yes
14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non-
I'mpact Rated Glazed Sidelites, 8'-4" x 8'-0"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL14569 R9 C CAC 21921 67 R7 Certificatp.ndf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes W,30/2020
Design Pressure: +45/-45 Other: Installation Instructions
By: Hermes Norero 73778
by Independent Third Party: Yes
on Reports
�9 AE PER3327 pdf
by Independent Third Party: Yes
14569.6 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL14569 'R9 C CAC NIOlI082•R1 Certificate odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
14569.2 Contours Steel
Limits of Use
Approved for use in HVHZ: Yes
Approved,for use outside HVHZ: Yes
j Impact Resistant: Yes
Design Pressure: +60/-65
Other: 'ii i'a
Wood Edge Full Lite Door, Inswing, 6'-0" x 6'-8"
Certification Agency Certificate
F1 14569 R9 C CAC NT006255 07 R3 Certificate, odf
Quality Assurance Contract Expiration Date
06/30/2019
Installation Instructions
FL14569 R9 iI 3WO502 04 Installation ndf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R9 AE PER 394 odf
Created by Independent Third Parry: Yes
14569.3 I Contours Steel, Wood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
Other:
14569.4 I Contours Steel, Wood Edge
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other:
Full Lite Door, Outswing; 6'-0" x 8'-0"
Certification Agency Certificate
FL14569 R9 C CAC N1006254-RS CertiFrate ndf
Quality Assurance Contract Expiration Date
09/30/2019
Installation Instructions
FL14569 R9 Ii 160509-01 SS 20I 07 07 ndf
Verified By: Hennes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R9 AF P RRR9t.pdf
Created by Independent Third Party: Yes
Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non -
Impact Rated Glazed Sidelites, 12'-0" x 6'-8"
Certification Agency Certificate
F1,14.569 R9 C CAC NL0.1_LQL_L NLQj_of Z 07 Cartio,r odf
Quality Assurance Contract Expiration Date
04/30/2020
Installation Instructions
EI14S69 R9 iI ]W037012FL Install on f
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
fL14569 R9 AE PFR3 1 ndf
Created by Independent Third Party: Yes
14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non-
I'mpact Rated Glazed Sidelites, 8'-4" x 8'-0"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL14569 R9 C CAC 21921 67 R7 Certificatp.ndf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes W,30/2020
Design Pressure: +45/-45 Other: Installation Instructions
By: Hermes Norero 73778
by Independent Third Party: Yes
on Reports
�9 AE PER3327 pdf
by Independent Third Party: Yes
14569.6 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL14569 'R9 C CAC NIOlI082•R1 Certificate odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
../
Impact Resistant: Yes
Design Pressure: N/A
08/31/2019
Other:
Installation Instructions
F114569 R9 II soma Installation.rldf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569 R9 AE PER3398 )ddf
I
Created by Independent Third Party: Yes
14569.7 fffContourmStee1j �Woodge
Opaque Door,'Outswing, w/ or w/out Sidelites, 8'-11"
Limits Use
x W-V
ve
Approved for use In HVHZ: Yes
Certification Agency Certificate
Approved for use outside HVHZ: Yes
FL14569 R9 C CAC NIOi1o9r Rl NI0110 6 0]
Impact Resistant: Yes
Ri Certiricate.odr
Design Pressure: N/A
Quality Assurance Contract Expiration Date
Other: I
08/31/2019
Installation Instructions
I
FI 14569 R9 tr 5 2108-Ol. d
Verified By: Hermes Norero 73778
I
Created by Independent Third Party: Yes
Evaluation Reports
I
FL1456) R9 AF P R3832 n1
I
Created by Independent Third Party: Yes
The State of Florida is an WEED emp
Under Florida lavr, email addresses are public
mall to this entity. Instead, contact the office b
Florida Statutes, effective October 1, 2012, Iict
Provided may be used for official communicati
Provide the Department with an email addmss1
Oack Next
:: 2601 Blair Stone Road IqUhIlMe FIL 32399 Phone: 850,497.1824
'er. QPjijaht 2007-2013 Star „f F19da1:: PrivacvStatement :; Accessibility Statement :c Refund Statemen
cords. If you do not want your rmail address released in response to a public -records request, do not send electronic
,hone or by traditional mall. IfYOU have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1),
ees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emaRs;
with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
Ich can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hem .
Product Approval Accepts;
Credit•
ILI
Safe
INSTALLATION DETAILS
CONTOURS STEEL DOOR, WOOD EDGE
24 GA. OPAQUE DOOR & GLAZED SIDELITES
UP TO 12'-O" X 6'-8"
OUTSWING/INSWING GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.B.C.) & INTERNATIONAL RESIDENTIAL
CODE O.R.C.) AND THE CURRENT FLORIDA BUILDING CODES (FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94. TAS 202-94 AND
TAS 203-94. PRODUCT ALSO MEETS "HIGH VELOCITY HURRICANE ZONE* (HVHZ) REQUIREMENTS. '
2. IX AND 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL
MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER.
3. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS
FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS
FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO JELD-WEN
DOCUMENT #JII106 (PRE -HUNG EXTERIOR ENTRY DOORS) FOUND ON THE JELD-WEN WEBSITE:
JELD-WEN.COM/PRODUCT-SUPPORT/DOCUMENTS/INSTALLATION-INSTRUC71ONS
§.^ORI➢A APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON -IMPACT
GLASS SIDELITES.
6. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1, 371/2' MAX.
SHEET 1. FRAME TYP.
7. ALL FASTENERS IN WOOD SHALL
BE COUNTERSUNK 3116" DEEP.
i
EXAMPLE: 3/16'---I 7
m IT) 0
S. COREDESIGN: EXPA ED POLYSTYRENE WITH__.
p In W_
m LL
1.0 TO 125 LB� YJELD-WEN INC.
Z Z qa,
9.-FACESHEETS; 24 GA (0.021"MIN) THICKNESS.
y 3 Fi
GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD
z O
STRENGTHFY(AVE)=40300 PSL
O - of
2 T'
IMPACT LITE NON -IMPACT LITE
SEE SHT. 42 SEE SHT. 02
371PL' MAX. OA
FRAME TYP.
I
n +�
n j¢
z . �ll� _ i_-if t
' z u tom. I I
L` . ACTIVE
FOLD FF
OPAQUE FULLLITE
3-0 X 6-8 ELEVATION
SINGLE (X) & (0)
149' MAX. FRAME
D.L.O. 74' MAX. FRAME---( I
SHT. #
U HL
D, IL
FIXEDI ACTIVE
\ / INACTIVEFIXED
12-0 X 6-8 ELEVATION
DOUBLE DOOR W1 FULL 3-0 SIDELITES (OXXO)
MAX. FRAME--{ �--75' MAX FRAME --I
6.0 X 6-8 ELEVATION
DOUBLE (OX)
6-0 X 6-6 ELEVATION
DOUBLE(XO)
I .VHZAFFRUVED SYSTEAIS:O. X 00. XO w OX.OXO.000.OXX wXXO.OxXO. 000 W/BO)ED S10ELITES I
INSWING
COMPONENT LIST
ITEM
DESCRIPTION
MATERIAL
OTY.
1
NON -COMPRESSION SHIM (0.25- MAX. THK.)
WOOD
AS REQ.
2
2x WOOD SUB BUCK 1, .15. MUST BE 0.55 OR GREATER)
WOOD
AS REQ.
3
1x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER)
WOOD
AS REQ.
4
1110 WOOD INSTALLATION SCREW W/ 1 1l2' MIN. EMBEDMENT
STEEL
AS REQ.
5
3/16' ITW TAPCON ANCHOR W/ 1 114' MIN. EMBEDMENT
STEEL
AS REO.
6
#10 X 2' PHILLIPS FLATHEAD WOOD SCREW
STEEL
3 OR 6
7
98 X Z' PHILLIPS FLATHEAD ---SCREW
STEEL
AS REQ.
8
#9 X 1' PHILLIPS FLATHEAD WOOD SCREW
STEEL
21 OR 28
9
1-OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY ODL
ALUMINUM
—I— "
10
KWIKSET LOCK SERIES 400 --
-STEEL
1
11
KWIKSET DEADBOLT SERIES 780-----
STEEL
1
12
1' OVERALL PLASTIC FRAME NON -IMPACT GLAZING IG BY OD
PVC
1
-13-
tIBX 1 1/2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
AS RED.
�C NOTE; PRODUCT HAS NOT BEEN RATED FOR I
WATER INFILTRATION. IFAUTHORITY HAVING —:
OVERHUNG
I LENGTH
•e
o
A
v o In m
m m ry e
JURISDICTION REQUIRES THAT PRODUCT MEETS
l
I
o
THIS REQUIREMENT, PRODUCT SHALL BE USED
t
•
o
WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG (OH) RATIO =
0
OH LENGTH _ OH HEIGHT IS 9 1.0
I w
OVERHANG
RATIO
t O
u
z
�S
n e o n
m S? a LL
m
DO
0
WW
L0 ~
Z In
JImo----/ 7
112 1I2'AAXFRAME---] --74' MAX. FRAME-1 pI -- P
cr)z
0 0:
[1]1111\0
Af)TNE INACTIVE
\ i
9-0 X 6-8 ELEVATION
TRIPLE(OXO)
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2015.01.07 15:24:33-05'00'
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:NONE
*
Mr- ml.G.LUB8ECKE
""cun S.SAFFELL
wAI�I�I-
#338
D04
JW032012FL
°xR 1 w 7
1, 29578
BOX SIDELITE MULL
MAX. 4 UNITS
EXAMPLE: OXXO, OXO, OX
A2
6- #8 X 2" APPLY DAP ALEX PLUS SILICONE
PFH SCREW AT OR EQUIV. BETWEEN
JAMBS BEFORE MULLING
EACH MULLION TYP.
13 U azf a.
I
20114"
B2 B2
FIXED ACTIVE O.J
Oa o10
ODL IMPACT (ALLEN) FULL LITE ODL LIP-LITE NON -IMPACT
3.0 X 6.8 SHOWN 3-0 X 6-8 SHOWN
ODL REDISEAL 5/8"MIN. ���------���� 1 718"
-FOAM.GASKET_—� SS BITE — I-
1/8- TEMPERED �\ INTERIOR —I --I--/
•y
o d $ v o
m m m o
0
• p O m a n M -^�
e w 2V.
o �
O n ei
z 11 E o
INSIDER VB:TEMPERED w
1'haV(. 1 3/4" 1 3/4' T 0 z
0.509' AIR SPACE I I 3/4' AIRSPACE 00 H
(2) 1/8'ANNEALED
GLASS 112" MIN. GLASS O 0: O 0
ODL REDISEAL
FOAM GASKET 1 3/0" — BITE W O f
0.090 PVB CU-D SPACER
INTERLAYER DETAIL 62 DETAIL C2 u � 0 ol
BY SOLLITIA ODL IMPACT GLAZING DETAIL ODL NON -IMPACT GLAZING DETAIL pate.
MAX. D.L.O: 20 1/2" X 621/2" MAX. D.L.O: 63" b z a of
: wm I/2012012
I '`
DETAIL A2
(12) FASTENER LOCATIONS AT
DOUBLE -BACK JAMB ATTACHMENT
*� 7 _ _F-��-S.SAFFELL
NE
7r+'EF, &Eh � 8!�{(�IBE+1C11���#33B032012FL
D/i!W �Qaae, �. �3aD4
PE CE�VIGU ALWrl .1N0. 29578 nzn 2 - 7
1' MIN. — 1' MIN. CONCRETE/ 1' MIN. — — 1' MIN. —I
-- 1' MIN. — — 1' MIN. MASONRY
tI' MIN. BY OTHERS TYR 1 1/4'
1 1!4' MIN. V
MIN. F
h11N. — 1' MIN -- INTERIOR EXTERIOR EM18. I'MIN.
EM16ED 5
>' EMBED
CONCRETE! I� • 2 Z ''` • • ' • , CONCRETED �•�
MASONRY— 1 N. a. MASONRY
BYOTHERS— ��1 7) MIN. •.•EMBED•. •�..:.•� ._� , BYOTHERS f %% %%%/ %%/ YJ
1%% 1!4' MAX
!4"
EXTERIOR MAX... SHIM
MAX. SHIM OUTSWING OPERATING UNIT
SHIM EXTERIOR VERTICAL CROSS SECTION
SEE NOTE SILL SEE NOTE 47 OUTS
INTERIOR SINTERIOR ON SHEET 1 WING OPERATING UNIT
7 EE NOTE a7 ON SHEET 1 VERTICAL CROSS SECTION
ON SHEETT1 SEE NOTE 97 OPTIONAL 1"BUCK
ON SHEET 1 IIBERIOR
EXTERIOR
OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT CONCRETE/
�,• \ MASONRY 3 1
VERTICAL CROSS SECTION VERTICAL CROSS SECTION \• �\ BYOTHERS
HEAD JAMB HEAD JAMB 1 114 MIN. \�� ��•
EMBED p j%/.%/. 5
_ aC
8 4X
8 3X +' V MIN.
1'A11N 1
I- MIN -- '-MIN —I �
\\ Q m M N N
HINGE DE I OUTSWING STATIONARY UNR u O cd m m
3 REQD
VERTICAL CROSS SECTION y " ^
BOXED SIOELITE SILL I 1"MIN. �� : •'� '� v
SEE REM „7 O -9 LL
/ 1 MIN. I ON SHEET 1 w rya $ ii
114' MAX. m E o aL
2 2 6\'/ SHIM1 ita
\� 1 114' m
1 2 7 MIN. EMBED _I W z
/ OUTSWING OPERATING UNIT O Z
—EXTERIOR 1 114 MIN HORIZONTAL CROSS SECTION w p w
Ln
EMBED OPTIONAL 1"BUCK 0 y Z
0 w C7aFr
1' h1IN..
INTERIOR % 1 V A11N. d OO o s = Ou
1 / I 1' MIN. �• w p cP ¢ Z
I�• EE NOTE #7
V MIN. ON SHEET 1 5 I'MIN. SEE NOTE.".7 w O C. w z
• , ' —I I— I r• • . ON SHEET 1 p IL t9
114'MAX. .'e�. �\ ZOO z
114' MAX 5 I"MIN.
SHIM _I O ¢ O. o
1/4"MIN. I` SHIM 11/4'IAIN. 1"MIN. v \\\\ /A7 O
EMBED. EMBED. ,° ��\ ♦♦\\ oss F OR 6, ,o� V O
" •• // N
OUTSWING HINGE JAMB ATFRMIE OUTSN7NG LATCH JAMB AT FRAME ` �O / /
♦ t..
NOR20NTAL CROSS SECTION HORIZONTAL CROSS SECTION ° ° I-1/4' MAX ♦ ��. � �' N 20/ 012
NOTES: SHIM —F:
f
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRE•TE/MASONRY 4 * — m-• —r G.LUBBECKE EMBEDMENT IS ACHIEVED. 1 112" MIN. -q,
BY OTHERS EMBED �[�iE�AOry E{�� aocvr;S.SAFFELL
FL>ITEM 96. (#10 X 2•) ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP.
OPTIONAL MIASONRY/CONCRETE INSTALL 398 1pA;$EAC}i ♦#338 �W032012FL
�TSILL• PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. CROSS SECTION OF HEAD JAMB OR SIDEJAMe D/j'B f3ilr \,i3b04
FBPECER{!1mHAUR29578 4 w 7
SEE NOTE #7
ON SHEET t
1" MIN.
—I— 1" MIN. —
4 1
2 1" MIN.
—I— 1" MIN. —
4 1
EXTERIOR
INTERIOR
2
EXTERIOR
INTERIOR 1 4
1 1/2"MIN.
1 I/T MIN.
�
1 4 4
EMB• {
1
EMS. I
114"
.
11/2'MIN.
1 112" MIN.
2 EMBED.
MAX.
1/8"
1/4"
MAX.
EMBED.
SHIM
SHIM
SEE NOTE #7 EXTERIOR
INTERIOR
SEE NOTE #7 EXTERIOR
INTERIOR
I
-I 1' MIN
I I
—I
1"MIN
ON SHEET 1
ON SHEET 1
1' MIN — 11
2
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