HomeMy WebLinkAboutREVISION 9-19-18' OFFICE USE ONLY: SCANNED
BY DATE FILED: / & LUGIe COUntV PERMIT # O op 0 �1a
— 40J'9 2-
REVISION FEE: RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATIOI
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
nuxrrcrnive. .
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CA G I ZLo a ;-1-6 a ST. LUCIE CO CERT. #:
BUSINESS NAME: b'A. c (4. t-& ,4 ��, e.(v�o,� ewf � C-
QUALIFIERS NAME:—j®�(/cm�c.. �j�i�/,;/Q�e.
ADDRESS: 6 R _✓cG. ;5 �.
CITY: STATE: ZIP: y �
PHONE (DA IME : _ FAX: /rZ ,a Iz
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
7a &;�3
NAME: !TL 0 rvy, 5 &2 vff F . e ,
ADDRESS: to(
CITY: STATE: ZIP: 3 '9 f7 G o
PHONE (DAYTIME): (r.�, 2 ��,��FAX:cF
SLCCC: 9123109
Revised 06130/17 KE 0 %jN
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Product Annroyal Menu > Product or Awlication Soirri > Annliration List > Application Detail
FL # f T l ti
•• r •, FL14569-R9
Application Type
Revision
Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived u
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
K V i 100&'hN
Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Jason Kantola
fbcl@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-weh.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
TAS 201 1994
TAS.202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
EL14S69 R9 Fnuiv ASTM E84 Equival ncv Letter 01 0g 3t ndf
ST.. LUCIE COUNTY
Product Approval Method Method 1 Option A BUILDING DIVISION
REVIEWED
Date Submitted FOR CC ANCE
10/02/2017 REVIEWED BY
DATE
PLANS AND PERM I
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
14
4
Date Validated
Date Pending FBC Approval
Date Approved
10/03/2017
10/11/2017
FL # Model, Number or Name Description
14569.1 Contours Steel,. Wood Edge Full Lite Door, Outswing, 6'-0" x 6'-8"
umits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FP14569 R9 C CAC 'NID0625S-R7 Certificate odf
Approved for use outside HVHZ: IYes Quality Assurance Contract Expiration Date
Impact Resistant: Yes. 09/30/2019
Design Pressure: +60/-60 Installation Instructions
Other. Product must be Installed per manufacturer FL14569 ' Rpstallation nd
instructions as stated on drawing JW6509-03 Verified By: Hermes,Norero 73778
Created by Independent Third Party: Yes
EvaluoRe
9ports
AEFERFL14569 R33Q7pdF
Created by Independent Third Party: Yes
14569.2 1 Contours
Limits of use
Approved for use in HVHZ:.Yes
Approved for iise outside HVHZ:
Impact Resistant:•Y.es=_ c_
Design Pressure: +60/=65
. , _ `,:'_ -:Other: `r' • . _ .. �
Wood Edge Full Lite Door, Inswing, 6'-0" x 6'-8"
Certification Agency Certificate
T114569 R9 C CAC N1006255 02-R3 Certifi ate odf
Quality Assurance contract Expiration Date
06/30/2019
Installation Instructions
Fl 14 69 R9 II J�"IOSO -04 Inctallation odf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FI14569 R9 AE PER3393.pcif
Created by Independent Third Parry: Yes
14569.3 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: +50/-50
Other:
Full Lite Door, Outswing, 6'-0" x 8'-0"
Certification Agency Certificate
FL14569 R9 C CAC Ni006254-R5 Certifica a odf
Quality Assurance Contract Expiration Date
09/30/2019
Installation Instructions
EL14569 R9 II JW0569-01 S 201 -07-07 ndf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
F414569 R9 AE PER33 1 odf
Created by I.ndependent Third Party: Yes
14569.4 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing,.wfor w/o Impact & Non
Impact Rated Glazed Stdeiites; 12141 x 6'-8"
Limits ofUse Certification Agency Certificate
Approved
d for use In HVHZ: Yes FL34S69 R9 C CAC NI011 n W011062.01 Cartifica _odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 04/30/2020
Design Pressure: N/A Installation Instructions
Other: F114569 R9 II 3W22012FL Installation ndf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaivatiom Reports
FI14569 R9 AE PER3 21,gdf
Created by Independent Third Party: Yes
14569.5 Contours, feel, Wood Edge Opaque Door,.Inswing/Outswing, w/ or w/o Impact
Impact Rated Glazed Sidelites, 8'-4" x 8'-0"
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: e:
Impact Resistant: Yes
Design Pressure: +45/-45
Other:
1456916i �' Contours Steel
Limits of Use
Approved for use in HVHZ: Yes
Approved for use. outside HVHZ: Yes
Certification Agency Certificate
FL14S69 R9 C CAC NI01Tn61 -111 Certificate.rid
Quality -Assurance Contract Expiration Date
04/80/2020
Installation Instructions.
FI 14569 R9 iT 3W072012FL Installation rid
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569' R9 AE PER3322
Created by Independent Third Party: Yes
Wood Edge Opaque Door, Outswing, w/ or w/o Sidelite, W-11" x 6'-8"
Certification Agency Certificate
E1.14569 R9 C CSC NI031082 R1 Certificate odf
Quality.. Assurance Contract Expiration Date
Impact �Itant: Yes
Design l�, --lure: N/A
Other:
14569.7
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:
08/31A,
Installation Instructions
FL14569 R9 IT c-2Tne Installation Ddf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14569.R9 AF FFR33 8 Ddf
Created by Independent Third Partv: Yes
Opaque Door, Outswing, w/ or Wout Sidelites, 8'-11" x 8'-0"
Certification Agency certificate
FLI4569 R9 C CAC NI01109f R3 NI0110 6 01
R1 Certificate df
Quality Assurance Contract Expiration Date
08/31/2019
Installation Instructions
'F 14 6 R9' iI S-2108-01 Ddf
Verified By: Hermes Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
Back Naxt
r-MractUs :: 2601 Blair Stone Roan raueb-ee -- phone: ils"97-18 a
The State of Florida is an AA/EEO employer. Copyright 2007-2013 e, i k Florida, ;; PrivaevStatement aessiellity srat.. A meet:: Refund S�taternen.
Under Florida law, email addresses are public records. If you do notwant your e-mail address released in response tog public -records request, do not send electronic
mail to this entity. Instead, contact the oMce by phone or by traditional mail. If you have any questions, please contact 850.487.ecord *Pursuant to Section electronic
Florida Statutes,effeWve October 1, 2012, Ilcensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalis
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
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Product Approval Acceptst
� O iGFecl M
Credit•
~:gCGuxi,l vrf,lrn'It f �S`
JELD-WEN DOOR
INSTALLATION DETAILS
CONTOURS STEEL DOOR/ WOOD EDGE
24 GA. OPAQUE DOOR & GLAZED SIDELITES
UP TO 12'-0" X W-8"
OUTSWING/INSWING GENERALNOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (LB.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. '
2.1X AND 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFERLOADS TO THE STRUCTURE. BUCK MATERIAL
MUST HAVE A SPECIFIC GRAVITY OF'0.55OR 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 #J11106 (PRE -HUNG EXTERIOR ENTRY DOORS) FOUND ON THE JELD-WE_N WEBSITE:
JELD-WEN.COM/PRODUCTSUPPORTIDOCUMENTS/INSTALLATION-INSTRUCTIONS
D5fLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON -IMPACT
GLASS SIDELITES.
6. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1, 371/2' MA(, 149" MAX, FRAME
SHEET I. FRAMETYP.~ 74"MAX. FRAME
� I
D.L.O.
7. ALL FASTENERS IN WOOD SHALL SHT_#
BE COUNTERSUNK 311V DEEP.
EXAMPLE: o rl IO1 L r
(7 J
i m w
or XxO, OXXO,
INSWING
x
COMPONENT LIST
ITEM
DESCRIPTION
MATERIAL
QTY.
1
2
3
NON -COMPRESSION SHIM (0.25' MAX. THK.)
2x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER)
1x WOOD SUB BUCK I.S.G. MUST BE 0.550R GREATER)
WOOD.
WOOD
WOOD
AS REQ.
AS REO.
AS REQ.
4
010.WOOD INSTALLATION SCREW W11 1/2" MIN. EMBEDMENT
STEEL
AS REO.
5
3116• ITIN TAPCON ANCHOR W/ 1 1/4' MIN. EMBEDMENT
STEEL
AS REQ.
6
410 X 2- PHILLIPS FLATHEAD WOOD SCREW
STEEL
3AR 6
7
#8 X 2' PHILLIPS FLATHEAD WOOD SCREW
STEEL
AS:REQ:
8
#9 X VPHILLIPS 'FLATHEAD WOOD SCREW
STEEL
21 OR 28
9
1' OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY ODL
WL—UMINUM
1
10
KWIKSET LOCK SERIES 400
STEEL
1
11
KWIKSET DEAOBOLT SERIES 780
STEEL
1
12
.1'.OVERALL PLASTIC FRAME NON -IMPACT GLAZING IG BY OD
PVC
1
13
#8 X 1 1/2" PHILLIPS FLATHEAD WOOD SCREW
STEEL
AS REO,
,° m LL ��Ijf �{-I� II+I TNOTE; PRODUCT HASNOT BEEN RATED FOR
8. CORE DESIGN.• ENS B POLYSTYRENE WITH Z LL I'\ C� U e �'S 11j,
\ JWATER INFILTRATION. URISDICTION REQU RES ATHAT PRODUCT MEETS
1.o TO 125 LBS DENSITY, BYJELD-WEN INC. z g qa , LLLllljjj j�
o THIS REQUIREMENT, PRODUCT SHALL BE USED
9. FACESHEETS: 24 GA (0.021"MIN) THICKNESS. y .4 j j� j WHEN INSTALLED AT LOCATION PROTECTED BY
GALVANIZED 9TEEL
STRENGTH FY(AVE) 403 0 PSSL ITH AGE MINIMUM YIELD o z .� I I I I I f I + OH LENGTH •±- OH HEIGHT IS j p
TG (OH) RATIO =
IMPACT LITE NON -IMPACT LITE
SEE SHT. #2-,. SEE SHT. #2
FRAME TYP.
En
W "-W r•§tt P, i
FFif
M4 r
� _'Ifl_l t t
/ KA FDED
DOUBLE DOOR W1 FULL 34) SIDELITES
MAX. FRAME—+{ I--75" MAX,.FRAME---I I . 1121/2' MAX. FRAME ------ I I --74- MAX. FRAME--1
25-1-01RW W
FUfED ACTIVE \.
6.0 X 6S ELEVATION
DOUBLE (OX)
6-0 X 6 8 ELEVATION
DOUBLE(XO)
FD(EO
�- ACTVE
FIXED
9-0 X 6-8 ELEVATION
TRIPLE (OXO)
d EI 0fE-11L, 9
ACTIN � : � INACTIVE
Digitally signed by Hermes F. Norero, P
Reason: I am approving this document
Date: 2015.01.07 15:24:33-05'00'
OVERHANG
RATIO
veruv"
LENGTH
T9
aMUP: G.LUBBECKE
F—m: S.SAFFELL
1W032012FL
raT 1 u 7
IVIAA. 4 UNI 15
EXAMPLE: OXXO, OXD, OX
6- #8 X 2" APPLY DAP ALEX PLUS SILICONE
PFH SCREW AT OR EQUIV. BETWEEN
EACH MULLION TYP. JAMBS BEFORE MULLING
201/4' MAX.
- - B2 62
FIXED ACTIVE
O
ci a
7 N
ODL IMPACT (ALLEN) FULL LITE ODL LIP-LITE NON -IMPACT
3-0 X 6.8 SHOWN 3-0 X 6-8-SHOWN
OOLREDISEAL 5/8''MIN.
FOAM GASKET GLASS BITE. UITERIOR 1WTEMPE
- --
- - - -118'TEMPERED - INTERIOR 9 12 SIDE GLASS
SIDE
w F 0
Ln
GLASS
' `
T
W w
Co.
O
J� L
1'MAX. 13/4" 1314" I-MpX,
_�
Z
O a.-
0
I + ��.y 0.509'--AIR SPACE
3/4" AIRSPACE
(2)118-AN
0 0 ?
w.
GLASS ` 1/2' MIN. GLASS
0 K O.
z
ODL REDISEAL
FOAM GASKET 13/8' — BITE
Iu O cQ
F.
L}D SPACER
N w X
Z
0.090 PVB DETAIL C2
d DETAIL 62 .o .R o
y INTERLAYER = ¢ N w
BY SOLUTIA ODL IMPACT GLAZING DETAIL ODL NON -IMPACT GLAZING DETAIL p a
MAX. D.L.O: 201/2"X 621/2" MAX. D.L.O: 2 " 63" G z a FO
J
T 1/20/2012
I
DETAIL A2
(12) FASTENER LOCATIONS AT
DOUBLE -BACK JAMB ATTACHMENT
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1" MIN.
I-- 1" MIN.
1 1/2" MIN.
EMB.
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Z. i
MAX.
SHIM
SEE NOTE #7
INTERIOR
ON SHEET 1
HEAD JAMB
,kj,K_l )�_2j 1" MIN.
- --� 1"MIN. —
4
/`l
2
1 1/2' MIN,
EM�1
_T
U4•
%�
MAX,
SHIM
EXTERIOR
SEE NOTE 07 INTERIOR
EXTERIOR
ON SHEET 1
UNIT
OUTSWING STATIONARY UNIT
FION
VERTICAL CROSSBECTfON
HEAD JAMB
NOTE #7
>HEET 1
IOR
EXTERIOR
>1" MIN.
1" MIN. \\
4
I 1%4" MAX.
1 1/2' MIN. SHIM
EMBED.
OUTSWING LATCH JAMB AT FRAME
HORIZONTAL CROSS SECTION
1O
EXTERIOR
1' MIN.
INTERIOR
SEE NOTE 97
�
," MIN.
ON SHEET 1
1/4' MAX.. I
SHIM +++III
1 112" MIN.
EMBED.
OUTSWING'HINGE JAMB AT FRAME
HORfZONTAL
CROSS SECTION
1" MIN
OUTSWING OPERATING UNIT
VERTICAL CROSS SECTION
SILL
NOTES:
FL>FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR
"®
1XBUCK CONCRETEIMASONRYOPENINGS. SEE.SHEET4
2 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION
m a m
OF HEAD OR JAMB AS LONG AS MINIMUMEMBEDAtENT IS
A
N N
ACHIEVED.
•
0 o 0
ITEM #0, (#10X 2") ONE SCREW TO BE INSTALLED IN EACH
Fa>O
HINGE AT JOB
� u•.� OJ
SITE, CLOSEST TO WEATHERSTRIP.si
�AT SILL, PLACE ANCHOR IN SILL BASE. MATERIAL FOR
MAXIMUM SUPPORT.
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— MASONRY `
11/T T 1'A11N. BY
OTHERS TYP. 1114' — 1'
MIN. 1' MIN. 1 .1` MI MIN. 1' MIN. L-/
INTERIOR EXTEkR EMS.
EMBED 5
EMBED 5 3 '' 5
CONCRETE/ •. , • CONCRET 3
�^ 11%4'• ""•a"•, MASONRY
MASONRY_ V MIN. _• •'. BYOTHERS
13YOTHERS— {/7�� . •.. • ; ••• ".. .
f EMBED % / % �-.1/4'
1/4•
MAX.
I- MIN 1•MIN ^I MAX
/ EXTERIOR MAX. // SHIM
SHIM OUTSWING OPERATING UNIT
SHIM EXTERIOR VERTICAL
SHIM CROSS SECTION
SEE NOTE 97 INTERIOR SEE NOTE 47 1111TEFUORSILL SEE NOTE #7ON SHEET OUTS WAL ING-OPER SECTION ERATING.UNIT
ON 7 VERTICOSS
ON SHEET 1 SEE NOTE #7 OPTIONAL 1"BUCK
ON SHEET 1� INTERIOR
\ FATERN)R
OUTSWING OPERATING UNIT OUTSWING STATIONARY UNICONC
T MASONRY '3 1
RETEI
�.• \
• VERTICAL CROSS SECTION VERTICAL CROSS SECTION \, �\ BYO THERs
HEAD JAMB HEAD JAMB 1 1/4' MIN. \•
EMBED "% 5
:.aYe
8-3X :. ., ..
I— 1' MIN -- 1' MIN^I 1' MIN10 4 O a 0 L.
rn
�. > n P O
R7. m ce N. N
HINGE DETAI
3REO'D , OUTSWING STATIONARY UNR \\ • o
VERTICAL. CROSS SECTION y •6 �O
1 BOXED SIDELITESILL 1•MIN.Y a
/ 1-MIN. I SEE ITEM11"
OH SHEETI,.q
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OUTSW/NG OPERATING UNIT C7 7 Z C
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1'LNT o \ % I O O CB
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MIN. �, AfIN. 1' MIN. d 5 O N aZ
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1' MIN. \� %/ I - \� F 0 m O
EE NOTE #7 %// 1' MIN. t a y j x
cr
1. MIN. ON SHEET 5 1-MIN, v \ SEENOTE#7 = O
Q N z
II ON SHEET tL >:
% I ' 5 7/4'0
MAX. —1 F�- 1'MIN. ��� O 6p
1 iW'MAX, SHIhf ,• Z d Z
1 1/4' MIN. III--- SHIM —I. i 1/4' MIN; 1 MIN. \ h111 /� U O IL
EMBED. EMBED. ,° ��\ ��` DES F. 0
i OUTSWINGHORIZONTAL
JAMS SSS SECTION
OUTSWING[ATOHJAMDA7FRAME I ° �� �/�'' ��� �� we 1/20/2012
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION v> I-1/4' MAX• �;'
NOTES: > SHIM t 7 _ �_ ' S+eNONE
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM1i EMBEDAIENTISACHIEVED. CONCRETFJMASONRY d'f ur. G.LUSBEU(E
BY OTHERS 11/YMIN. __
EMBED EAE{i� ► oxa: S.SAFFELL
ITEM #6, (#1O X Z) ONE SCREW TO BE INSTALLED IN EACH HINGEAT JOB SITE, CLOSESTTO WEATHERSTRIP. qct^v°a. °''Y`A r 0OL , OPTIONAL MASONRY/CONCRETE INSTALL 3981{(� �''REy� �% 38
�T SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. CROSS SECTION OF HERO JAAiB OR SIDEJAMB D,,a`' kL,�Ja04 1W032012FL
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1 112• MIN.
Z
1 4 4
EMB.
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ElAB.
1
1/4'
1/4.
/.%
1 12" MIN.
MAX.
1/8'
MAX.
EMBED.
SHIM
SHIM
T—
SEE NOTE #7 EXTERIOR
INTERIOR
SEE NOTE #7 EXTERIOR
INTERIOR
ON SHEET 1
ON SHEET 1
INSWING OPERATING
UNIT
INSWING STATUNIT
VERTICAL CROSS.SECTION
VERTICAL CROSS SECTION
HEAD JAMB
HEAD'JAMB
1 ire MIN vrAux
EMOEO, I- SM z
SEE NOTE #7
ON SHEET 1
1
•
/EXTERIOR%n1�
x
r AfIN.
�
INTERIOR
3TATTONARY UNIT
ONTAL.CROS$SECTION_
INS WING SHOWN
SEE NOTE #7
ON SHEET 1
EXTERIOR INTERIOR
EXTERIOR INTERIOR
1 4
N.
2 ' 1 1/2' MIN.
EMBED.
I� 1" MIN
1"'MIN
1' MIN —�
2
INSWING OPERATING UNIT
INSWING STATIONARY UNIT
VERTICAL CROSS SECTION
VERTICAL CROSS SECTION
SILL.
BOXED SIDELITE SILL
NOTES:
FOR PLACEMENT OF FTW TAPCON ANCHORS IN 2X BUCK OR
1X BUCK CONCRETENr1ASONRY OPENINGS, SEE SHEET 6
"r
M
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION
O
a m e
ca
OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS
R+
^� b
ACHIEVED.
•
0 0 a°i vi
ITEM #6, (#10 X 2") ONE SCREW TD BE INSTALLED IN EAC14
HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP.
q
d
ATSILL.
E
4 PLACE ANCHOR IN SILL BASE MATERIAL FOR
�MAXIMUM
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z
1 O ¢ IL
1"MIN. �\ %%/ 1'.MIN. ���SF. O i g o v En
SEE NOTE 47 �i��
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