709 CAMELIA ST - WINDOW ry�,,r
��\ CITY OF ATLANTIC BEACH
r N- a..-- ,t` 800 SEMINOLE ROAD
1 1 --, „r
+.5v .. ATLANTIC BEACH,FL 32233
-v,A 9;, INSPECTION PHONE LINE 247-5814
RESIDENTIAL — ALTERATION RESIDENTIAL
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
PERMIT INFORMATION:
PERMIT NO: RES17-0074
Description: replace 7 windows
Estimated Value: 4295
Issue Date: 7/27/2017
Expiration Date: 1/23/2018
PROPERTY ADDRESS:
Address: 709 CAMELIA ST
RE Number: 170917 0020
PROPERTY OWNER:
Name: DIAMOND REAL ESTATE PROPERTIES IV LLC
Address: 6517 LOU DR S
JACKSONVILLE, FL 32216
GENERAL CONTRACTOR INFORMATION:
Name:
Address:
,
Phone:
Name: AMERICAN WINDOW PRODUCTS
Address: 2633 S POWERS AVE QA KEITH ALAN GURR
JACKSONVILLE, FL 32207
Phone:
PERMIT INFORMATION:
Please see attached conditions of approval.
WARNING TO OWNER: YOUR FAILURE TO RECORD IGA OTICE C OF
COMMENCEMENT MAY RESULT IN YOU PAYING
IMPROVEMENTS TO YOUR PROCORDE. A NOTICED AND POS T DED ON THE JOB
F
COMMENCEMENT MUST BE RE
SITE BEFORE THE FIRST INSPECTION. IF YOU I ATENN AD TO OBTAINTO
NEY
BEFORE RECORDING YOUR
FINANCING, CONSULT WITH
NOTICE OF COMMENCEMENT.
ding an estimated value of
* A notice of Commencement is only requiredHVAC work
$2,500. For HVAC work, a Notice of Commencement is only when
exceeds and estimated value of$7,500.
li
4
1
4
w-vir City of Atlantic Beach APPLICATION NUMBER
�s Building Department (To be assigned by the Building Department.)
800 Seminole Road
a5.11--DD
2
j w� Atlantic Beach, Florida 32233-5445 _bS "I ^Do 1.y
Phone(904)247-5826 • Fax(904)247-5845 ( 2
t E-mail: building-dept@coab.us Date routed: 0(a 13 t t 17
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: C1 eit rA t L' S V - Department review required Yes No
CIETuRfin.
Applicant: Ar .can L :q di)03 WO ti x-11 Planning &Zoning
1Tree Administrator
Project: l Lp `CIL L 1- ln) t o ttOtA) S Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: MApproved. ['Denied. . ['Not applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING
Reviewed by: �t Date: V2.1 el
TREE ADMIN. Second Review: A roved as revised.
❑ pp ['Denied. ['Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. . ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
BUILDING PERMIT APPLICATION L4 (-1-1
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax(904) 247-5845
Job Address: )OQ ,,enC,ic� �4 Permit Number: £E5I1 - 0O3y
18- f141 j(1-kiC N toy a 5
Legal Description 11 -c-(956. 00iN30- 4.-Ftock ts+t Parcel# 110(111- CO c )O
a� Floor Area of Sq.Ft. „ Sq.Ft
Valuation of Work$ 141079 Si Proposed Work heated/cooled 1x74 non-heated/cooled i'.(fAr
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/sp window/door
Use of existing/proposed structure(s) (circle one): Commercial Residenti��
If an existing structure,is a fire sprinkler system installed? (Circle one): es No C
N/AD
Florida Product Approval# '-
For multiple products use product approvalform
Describe in detail the type of work to be performed: -4,03oam co;r do
Site cox Si2 .
Property Owner Information: icktem.
71cr1w•144C'R C
,,,teitName:/ 14(A1Vr1 � ^ Address: � 4
City -
State Zip 322 Phone goLi-q-17-s?0
E-Mail or Fax#(Optional) N/IV
Contractor Information: AMERICAN WINDOW
PRODUCTS, INC.
2633 POWERS AVE.Company Name: J/CKSONVI4L[, FL 32207 QualifyingAgent: "1-1'6,1, 3uIr
Address: City State • Zip
Office Phone Sot 1131-cool 441 Job Site/Contact Number c-10-1-1 31--all.? Fax# 901-1-i 3 I- 88„),4State Certification/Registration# cc, l of 5 i Do-)
Architect Name&Phone# -:-------
Engineer's Name&Phone#
Fee Simple Title Holder Name and Address l �
Bonding Company Name and Address
� it
Mortgage Lender Name and Address . t 1 JUN
Application is hereby made to obtain a permit to do the work and installations as indicated' 1 certify tha�nn wp7ffq•installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws re Igu`luting construction iii this jurisdiction. This permit becomes null
and void if work is not commenced within six(6) onths, or if construction or work is suspended orabancioned for a��pperiod of six_(6)months at any time after
work is commenced I understand that separate permits must be secured for Electrical Work,Plumbing,Signs %'ells,-Pools, Furnaces,Boilers,Heaters,
Tanks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD-A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I hereby cert that I have read and examined thisplication and know the same to be true and correct. All provisions of laws and ordinances governing this
type of work will be complied with whether speci ted herein or not. The granting of a permit does not presume to give authority to violate or cancel the
provisions of any other federal,state, or local law regulating construction or the performance of construction.
.4--g
Signature of Owner Signature of Contractor
Print Name tq,Tt W c'-N ``Ai Print Name t Qucr.
Sworn to and subscri_brd before me "`'' ' tFFX0:i Sworn to and subscribed before me
this i11 Day of uN # _ 74' •201 riember 6,2019 this I. Day of Y tlQ.. ,2014
IF ��_/�i«R Aft. :,,-;7; N: ,. NoYryEeMolt ..010 (��/2�L��•�"-�..
Notary ; bl' F/ z,,IS.3f�O9 0Z2 +�': Pu' ' nue CLARK!
• Commleelon N GG 102836 Revised 01.26.10
is e. Expires May 9,2021
i"ct,rk.o4 knd.dThey hNplNOrry$UlMe
t
PERMIT (0( --1
COPY
REV
1EWED FOR CODE COMPLIANCE
O PLL NCE
CITY OF ATLANTIC B
SEE PERMITS FR AND CONDITIONS
REQUIREMENTS ADDITIONAL
.4l OATS: 6 Z� �/
REVIEWED BY'.
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rLuuua nwicnng Loae onime https://floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtD..
PERMIT
ftOWCA OePAPTfrGM QR COPY
Business & Professional Regulation V i!1:_ >
TOBPR t:✓/E=11rDEIPR Oi:i5;Oh5 CON;ACT OSP
BCS Home Log In User Registration Hot Topics Submit Surcharge Stab&Facts Publications FBC Staff SCIS Site Map Links Search
db")
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Product Approval
USER:Public User
` Product Aooroval tignu>Product or Application Search>Aooh atbn lkt>Apploation Metal / ...7
OFFICE OF ME FL# FL14608-R5 kik 608 • 467
SECKTARY
Application Type Revision _--
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments public comment:FL14608.6;Glazing not permitted at installations above
30'.05/23/17
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext 4305
jflesher@ easternmeta 1.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers, FL 33913
(800)432-2204 Ext 4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Fixed
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
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ANSI/AAMA/NWWDA 101/I.S.2 1997
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2009
ASTM E1996 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
1 of 4 5/31/17, 10:45 AM
t'Londa Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD..
Equivalence of Product Standards
Certified By •
Product Approval Method Method 1 Option A
Date Submitted 12/30/2016
Date Validated 04/12/2017
Date Pending FBC Approval
Date Approved 04/12/2017
Date Revised 05/24/2017
Summary of Products ^�
FL# Model,Number or Name Description
14608.1 Series"1000"Aluminum Series"1000"Aluminum Non-Impact Fixed Window
Non-Impact Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14608 R5C CAS NI006122.01-R2-signed.pdf •
Approved for use outside HVHZ:Yes FL14608 R5 C CAC NI006122.02_R1_signed_.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +130.0/-130.0 12/31/2019
Other: Maximum Size: 60"x 48". Monolithic or Insulated Installation Instructions
glass FL14608 R5 II 08-02393A.pdf
Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14608 R5 AE 513166A.odf
Created by Independent Third Party: Yes
14608.2 Series"1500"Aluminum Series'1500'Aluminum Non-Impact Fixed Window
Non-Impact Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14608 R5 C CAC NI006176.01-R2-signed,pdf
Approved for use outside HVHZ:Yes FL14608 R5 C CAC NI006176.04-R1-signed.pdf
! Impact Resistant:No Quality Assurance Contract Expiration Date
. Design Pressure: +125.0/-125.0 04/30/2020
Other: Maximum Size: 96"x 48". Monolithic or Insulated Installation Instructions
glass FL14608 R5 II 08-02394A.pdf
Verified By: Luis R. Lomas, P.E. Florida P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14608 R5 AE 513167.pdf
Created by Independent Third Party: Yes
•
14608.3 .Series"FWI 2000"Aluminum Series"FWI 2000"Aluminum Impact Fixed Window
'Impact Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14608 RS C CAC NI009023.01=R3=signed,pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2021
Design Pressure: +90/-90 Installation Instructions
Other: Maximum Size: 144"x 48" FL14608 R5 II 08-02395A.pdf
Verified By: Luis R. Lomas, P.E. Florida P.E.62514
Created by Independent Third Party: Yes •
Evaluation Reports
FL14608 R5 AE 513168Apdf
FL14608 R5 AE NQA 14-0423.16.PDF
Created by Independent Third Party: Yes
14608.4 Series 1436 Vinyl Non-Impact Fixed Series 1436 Vinyl Non-Impact Fixed Window with Nailing Fin
Window with Nailing Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14608 R5 C CAC NI010609-R1-signed.pdf
2 of 4 5/31/17, 10:45 AM
Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD...
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 1 07/31/2019
Design Pressure: +80/-80 ; Installation Instructions
Other: Maximum Size: 71 1/2"x 71 1/2". Frame material to I FL14608 R5 II 08-00557C.pdf
be rigid PVC from Deceuninck North America AAMA Certified I Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
(DEP-1) i Created by Independent Third Party:Yes
Evaluation Reports
FL14608 R5 AE 510946A.pdf
Created by Independent Third Party: Yes
— — T -- -- --
J_____
— -- — — —.-
14608.5 Series 1446 Vinyl Non-Impact Fixed I Series 1446 Vinyl Non-Impact Fixed Window with Flange
Window with Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14608 R5 C CAC NI010609.01 Rl signed.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 07/31/2019
Design Pressure: +80/-80 Installation Instructions
Other: Maximum Size: 74 1/2"x 72". Frame material to be FL14608R5_II 08-00559C.pdf
rigid PVC from Deceuninck North America AAMA Certified Verified By: Luis R. Lomas,P.E. Florida P.E. 62514
(DEP-1) Created by Independent Third Party:Yes
Evaluation Reports
FL14608 R5 AE 510948B.pdf
Created by Independent Third Party:Yes
1
14608.6 Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ
Window with Flange HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14608 RSC CAC NI9 .1878.01-R2.pdf
Approved for use outside HVHZ:Yes FL14608 R5 C CAC NI011878-R2.2df
Impact Resistant:Yes FL14608 R5 C CAC NI011879.0,_R2,pdf
Design Pressure: +80.0/-80.0 FL14608 R5 C CAC NI011879-R2.pdf
Other: Maximum Size: 72"x 63". Frame material to be j Quality Assurance Contract Expiration Date
rigid PVC from Deceuninck North America AAMA Certified 01/31/2022
(DEP-1) Installation Instructions
FL14608 R5 II 08-02294B.Kf
Verified By: Luis R. Lomas,P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14608 R5 At 513043B.pdf
FL14608 R5 AE Kurarary SGP NOA 14-0916.11.PDF
I i
Created by Independent Third Party:Yes
14608.7 j Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ
Window with Flange HVHZ i
i Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL14608 R5 C CAC NI011880.01—RR2.pdf •
Approved for use outside HVHZ:Yes FL14608 R5 C CAC NI011880-R2.pdf
Impact Resistant:Yes FL14608 R5 C CAC NI011881 01-R2.pdf
Design Pressure: +80.0/-80.0 FL14608 R5 C CAC NI011881=R2.pdf
Other: Maximum Size: 72"x 84". Frame material to be Quality Assurance Contract Expiration Date
rigid PVC from Deceuninck North America AAMA Certified 01/31/2022
(DEP-1) Installation Instructions
FL14608 R5 II 08-02293B.pdf
Verified By: Luis R. Lomas,P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14608 R5 AE 513042B.pdf
FL14608 R5 AE Kurarary_SGP NOA 14-0916.11.PDF
Created by Independent Third Party:Yes
14608.8 Series 2456 Vinyl Impact Fixed I Series 2456 Vinyl Impact Fixed Window with Nailing Fin
Window with Nailing FIn
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14608 R5 C CAC NI010610-R1=sinned.pdf
Approved for use outside HVHZ:Yes FL14608 R5 C CAC NI010656_R1-signed.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 09/30/2019
Other:Maximum Size: 64"x 84". Frame material to be Installation Instructions
rigid PVC from Deceuninck North America MMA Certified FL14608 R5 I1_08--00563 df
(DEP-1) Verified By: Luis R. Lomas,P.E. Florida P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14608 R5 AE 510952Apdf
FL14608 R5 AE NOA 14-0423.15.PDF
3 of4 5/31/17. 10:45 A.v
Honda Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD...
Created by Independent Third Party: Yes •
14608.9 Series 2466 Vinyl Impact Fixed Series 2466 Vinyl Impact Fixed Window with Flange
Window with Flange
•
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14608 R5 C CAC NI010610.01-R1-s gned.pdf
• Approved for use outside HVHZ:Yes FL14608 R5 C CAC NI010656:01-R1-sianed.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +60/-60 09/30/2019 •
Other: Maximum Size: 64"x 84". Frame material to be Installation Instructions •
rigid PVC from Deceuninck North America AAMA Certified FL14608 R5II 08.-00565C.pdf
(DEP-1) Verified By: Luis R. Lomas,P.E. Florida P.E.62514
Created by Independent Third Party:Yes •
Evaluation Reports
FL14608 R5 AE 510954B.pdf
FL14608 R5 AE NOA 14-0423.15.PDF
Created by Independent Third Party: Yes
Bads' Next
Contact Up::2601 Blair Stone oacl 1A1tibasseeFL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.COpymht 2007-2013 State if Florida.::Privacy Smtemett::Accessirity Statement::Refund Statement
Under Florida law,emai addresses are pubic records.If you do not want your e-mai address released in response to a public-records request,do not send electronic
mai to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section
455.275(1),Fbrida Statutes,effective October 1,2012,licensees icensed under Chapter 455,FS.must provide the Department wth an emai address if they have
one.The emais provided may be used for official communication with the licensee.However emai addresses are public record.If you do not wish to supply a
personal address,please provide the Department wth an emai address which can be made available to the public.To determine f you are a licensee under Chapter
455,F.S.,please click berg.
Product Approval Accepts:
Rt'!541 111
Credit Card
Sate
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R 4 of 4 5/31/17, 10:45 AN.
lir
ARWITND
A I MANUFACTURER'S NAME CHANGE j 03/04/09 RL.
1_1 . UPDATED PER NEW CERTIF.`GATIOHS 106/26/'4 R.L.
C I REUSED INSTALLASOH DETAILS i 06/19/15 R.L.
NOTES: 15.FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16"TAPCONS WITH SUFFICIENT LENGTH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4•MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
REQUIREMENTSOODFRAMING
OF THE FLORIDA BUILDING CODE. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WFRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16.FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.
3. TX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. LOCATE ANCHORS AS SHCAWN IN ELEVATIONS AND INSTALLATION DETAILS.
17.ALL FASTENERS TO BE CORROSION RESISTANT.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-I/2"WINDOW UNITS MUST BE 18.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
, ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
INSTALL ATON INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
MASONRY.CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0-0.42
5. WHERE WOOD BUCK THICKNESS IS 1-1/2. OR GREATER. BUCK SHALL BE SECURELY B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
' FASTENED TO MASONRY.CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0-90. GRADE N. TYPE 1 (OR GREATER).
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6363-T5 1/8"THICK MINIMUM
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 19.UNITS MAY BE INSTALLED WITH OR WITHOUT ADO-ON FLANGE.
6. WHERE TX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 20.GEOMETRIC SHAPES ARE ALSO APPROVED.APPROVED GEOMETRIC SHAPES DIMENSIONS
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN
THE ARCHITECT OR ENGINEER OF RECORD. IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 21.UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE.
PROVIDED.
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16"OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE T/4•.
9. SHIMS SHALL BE LOCATED.APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
1O.WIND LOAD DURATION FACTOR C4-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11.FRAME MATERAL: EXTRUDED RIGID PVC.
12.UNITS MUST BE GLAZED PER ASTM E1300-04.
13.APPROVED IMPACT PROTECTIVE SYSTEM`S NOT RFGIJIRFR FOR TH15 PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14.FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK VSE B8 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A I 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:06/222015
Eastern �Ma .�.� ,.. \\\,11,1,1!!,,
... .,..•••.C
\* ENSE?s',.
•
I446 PICTURE W�NOOW *V Vt'
75 x 72
TABLE OF CONTENTS ELEVATION AND GENERAL NOTES pOTATE
• OF:
SHEET NO. DESCRIPTION �'. FDR10T �4,,
•
1 ELEVATION AND GENERAL NOTES A.M 08-00559 C /I/ NAL-N����
2 INSTALLATION DETAILS ..LE NTS '7 7/29/08 J 'I OF A
�I!!!fll ll'C\\s
lir
----74 1%2•MAX. FRAME WIDTH-- - i enr ascevwe MIE AN'p1W
A WMNUFACTIRlER'S NAME CHANCE 03/04/06 RL
6•MAX. I r--{-6 1/2"MAX. D.C. I 6• 6 UPDATED PER NEW CERTIFICATIONS 06/26/14 R1
1 C REVISED INSTALLATOS DETAILS 06/19/15 R.L
6•NAX. A
III
,
7•MAX. D.C. II
72• 66 7/8-
6MRAME 1
HEIGHT
t t D.L.O.
I
II
4
4-
_._ _- ---- ---- -JJ
69 1/7 MAX. O.LO.
:446 PICTURE WINDOW
EXTERIOR VIEW
DES:3N PRESSURE R47TW3 IMPACT RATING
±80.0PSF NJNE
SIGNED:05/222015
Eastern .ti � K l'111II
\s 4,
''��44'11�F ��\SR. Lp
1446 PICTURE WINDOW '* 5 4r=
75 x 72 - /1,t'69 =
ELEVATION 7.--,13' TAT-EDF :4,
.....°F..°[ORM...yrs
$xt NTS Imo= 7/29/08 08-DC5590F 4 '/7 jS1/j,/,,MALE�G\N�
lir
• ,NM=
__
EDGE ().STANCE 3/C MIN. ay EU
ORron ' IT
oN --- E - *PAWED
i METAL
WOOD FRAMINGrIPTIP—....irI STRUCTURE EDGE DISTANCE 1-1
A MANUFACTURER'S NAME CHANGE OS/D4/D9 R.L.
2X BUCK BY OTHERS
BY OTHERS .1B UPDATED PER NE`K CERTiFX:A�ANB 06/26/14 R.L
1 1 3/8' MIN. t C REVISED INSTALLATION DETAILS 06/19/15 RA.
'�,EMBEDMENT I! • - --
`-._ 1/a' MAX.
} i r"SHIM SPACE INTERIOR
APPROVED __ — APPROVED J� 3/4"MIN.arpm ����,��
I/4'MAX. JJJ 7/4'AW%.
SEALANT SEAM SPACE SEALANT SHIM SPACE EDGE DISTANCE 3
i/10 SMS OR
R i r• I`
610 WOOD I' SELF DRILUNG
SCREWIII SCREWS • -
• }10 SMS OR
• ' SELF I SCREW ILUNG APPROVED e — 011 —_
SEALANT
I I
•
" EXTERIOR
Ar
•Ii I 1METAL
STRUCTURE JAMB INSTALLATION DETAIL
BY OTHERS ME IAL ST RUC TJRE ISO!ALLA lION
EXTERIOR INTERIOR
1 3/8" MIN, , _ 1/4"MAX.
EXTERIOR INTERIOR EMBEDMENTLSHIM SPACE
♦ /Y MIN IWIll I r^ 4-
EDGE DISTANCE '
INTERIOR
y 41 �t0 WOOD / Mr 51
410 SMS OR
P.10 Woeo —_
I SCREW APPROVED SEALANT SCREW RILUNG SCREW tAllii4114:1i
APPROVED A \\ I SEALANT 1/4'MAX. Ir 'MOOD FRAMING
'1 y SHIM SPACE r+ � I/4"MAX. OR 2X BUCK EXTERIOR
�—_1 r SHIM SPACE BY OTHERS
ovED
WOOD FRAMING �: I } METAL S �+ `APE A T
OR 2X BUCK 1 3/8'MIN STRUCTURE
BY OTHERS .. EMBEDMENT BY OTHERS
, JAMS INSTALLA770N DETAIL
} WOOD FRAMING OR 2X SUCK 1116TALLATION
i/2'MIN. I 3/4"MIN. SIGNED:0622/2015
EDGE DISTANCE EDGE ()STANCE .A..�..o•..<,.......a
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
Was Eastern a irzz...• ���v�g�R 1.74/,,
WOOD FRAMING OR XX BUCK INSTALLATION METAL STRUCTURE INSTALLATION .p."'a"'•."^a `��J•��GEMs�.' �• i
NOTES. 1446 PICTURE WINDOW *• yt' *=
1.INTERIOR AND EXTERIOR FINISHES.AVOTHERS 75 x 72
NOT SHOWN FOR CLARITY.
INSTALLATION DETAILS �•�, TATE OF •1�+
DESIGNEE, ACCORDANCE WITH ASTYQII2 PERIMETER AND JOINT SEALANT BY ��SE Mew. _ my %v18 OR10t 0$
ttAtt NTS 11ATL 7/29/os DB '390F 4 C '�iBnINALI s•
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' �_ 2 1/2"MIN. 'o'er
I EDGE DISTANCE—1 4r4 DCSCITAIGA ONEERD.•ID
N
CONCRETE/MASONRY • , A MANUFACTURER'S NAME CHANGE 03/04/09 R.L.
BY OTHERS . . 4,
•• 0 UPDATED PER NEW CERERCAT10NY 06/20/14 R.L.
• ' 4 • 1 1/4"MIN. C REVDED NSTAUAIICN DETAILS 06/19/15 I R.L.
OPTIONAL I%BUCK '• . , .. EMBEDMENT 1 1/4 MIN.
TO BE PROPERLY •• •
SECURED �'� EMBEDMENT
SEE NOTE 3 SHEET t 1
Vii—
!A� CONCRETE/MASONRY
otr BY OTHERS
APPROVED
SEALANT 1/4 MNf. J OPTIONAL 1% BUCK14
— /4' A%
M .
,� SHIM SPACE TO BE PROPERLY SHIM SPACE
• SECURED
SEE NOTE 3 SHEET 1
till I 1 3/16•TAPCON 3/16"TAPCON
•
I II - INTERIOR
II V4II 22"MIN. 1
EXTERIOR INTERIOR E 1
DISTANCE �A `
1, I EXTERIOR T
APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY INS7ALL4T1ON
APPROVED 41
SEALANT 3/16"TAPCON NOTES
I.INTERIOR AND EXTERIOR FINISHES.BY OTHERS,
I, 1/4"MAX. NOT SAWN FOR CURRY.("
OPTIONAL 1% BUCK SHIM SPACE 1.PERIMETER AND JOINT SEALANT 8YOTHERS TO BE
TO BE PROPERLY iIIII � ; DESIGNED IN ACCORDANCE WITH ASTIR 62112
SECURED �_j
SEE NOTE 3 SHEET 1
CONCRETE/MASONRY
BY OTHERS 4 • y ^r SIGNED:06/292015
: n 4 •
` EMB CMENN ` Eastern �.2..... ..�.. \`\''\S:R..IC,o4,//,
1446 PICTURE WINDOW �itl'• 5 *-
2 1/2"MIN. 75 x 72 /]sA�'w,8t
EDGE DISTANCE INSTALLATION DETAILS gip (OF •s'�
VERTICAL CROSS SECTION -:-G.�••A•
CONCRETEINASONRYINSTAUATVON Cww. D•t NO %4(o.�ORIOT:G�;�
A.M I 08 00559 C �//s/0NAL.0,•\\
•'-NTS I i' 7/29/06 I 4 OF 4
T
tonaa tsuuaing Loue visa=
PERMIT
Business $ Professional Regu1a� COPY
rtePR YtAJE Man DBPR .IMPR.D flS1OKS COKtACt -:
SCS Home Login User Registration FiotTopics. Submit Surcharge Stab&Facts Publications PBC Staff BCS Ste Map Links Search
dProduct Approval
USER:Public User
Praduct Aoorova eru>EQor Applimpgl 5?arcn>:g2p Iica_' n�1,S"I>ApprKation Detail
60 •
:EGET FL# FL14604-R5 ` �
Application Type Revision
Code Version 2014
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
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext 4305
jfles he ra easternmeta 1.com
Authorized Signature James Flesher
jflesherG easternmeta I.com
Technical Representative Timothy J. Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext 4314
thoard@eastemmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
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
AAMA 506 2006
AAMA 506 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2005
ANSI/AAMA/NWWDA 101/1.5.2 1997
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2002
ASTM E1996 2006
TAS 201 1994
1 of 4 5/31/17. 9:32
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TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
•
•
•
Product Approval Method Method 1 Option A
Date Submitted 01/25/2017
Date Validated 02/03/2017
Date Pending FBC Approval
Date Approved 02/06/2017
Summary of Products
FL# Model, Number or Name Description
14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH
SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R5 C CAC NI006177.01-R4-signed.pdf
Approved for use outside HVHZ:Yes FIj,4604 R5 C CAC NI006177.02-R2=signe¢.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+45/-45 06/30/2020
Other: Installation Instructions
FL14604 R5 II 08-02477.odf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party:Yes
• Evaluation Reports
5.14604 R5 AE 13233.pdf
Created by Independent Third Party: Yes
14604.2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin
Nailing Fin
Limits of Use Certification Agency Certificate •
Approved for use in HVHZ:No E1,14604 R5 C CAC NI010607-R2-signed.Pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2019
Design Pressure:+50/-50 Installation Instructions
Other.Configuration: O/X Vent Size:W-44.38"H-35" FL14604 R5 II OS=00556B._pdf
.Glazing: 3/4"Overall I.G. Verified By: Luis R. Lomas,P.E. Florida P.E.62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R5 AE 510945.pdf
Created by Independent Third Party: Yes
14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl 51-1 Flange
Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R5 C CAC NI010813-R2-sianed.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
% Impact Resistant:No 04/30/2020
tea!/ Design Pressure:+50/-50 Installation Instructions
17��\_ Other:Configuration: O/X Vent Size:W-50.38" H-35.13" FI:146Q4 RS:LI 08 00558B.pdf
Glazing: 3/4" Overall I.G. Verified By: Luis R. Lomas, P.E. Florida P.E.61514
Created by Independent Third Party:Yes
./V7 — Evaluation Reports
fl,, 4604 R5 AE 510947A.odf
Created by Independent Third Party: Yes
14604.4 Series 2451 Impact Vinyl SH Nailing Series 2451 Impact Vinyl SH Nailing Fin
Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R5 C CAC NI012533-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
2 of 4 5/31/17.9:32
Florida Building Code Online nttps:/IitonuauuuunLg.uigIpl/pL_dpp_uu.4JVA:pa 0.11% V% V.1.1„u.
Impact Resistant:Yes 02/28/2022
Design Pressure:+50/-50 Installation Instructions
Other.Configuration: O/X Max. Frame Size: W-48"11-72° F114604 R5 II 08700562B.Qdf
Max.Vent Size:W-44.25" H-35" Glazing: 3/4"Overall Verified By: Luis R. Lomas,P.E. Florida P.E.62514
Laminated IG Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R5 AE 510951.pdf
FL14604 R5 AE NOA Saflex PVB 15-1201.11.pdf
Created by Independent Third Party:Yes
•
14604.5 Series 2451 Impact Vinyl SH Nailing: Series 2451 Impact Vinyl SH Nailing Fin
Fin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R5 C CAC NI013364.02.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2018
Design Pressure:+50/-50 Installation Instructions
Other:Configuration: 0/X Max. Frame Size: W-48" H-72" FL14604 R5 II 08-02914.pdf
Glazing: 3/4"Overall Laminated IG Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R5 Ag_513739.Ddf
Created by Independent Third Party: Yes
14604.6 Series 2461 Impact Vinyl SH Flange:Series 2461 Impact Vinyl SH Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14604 R5 C CAC NI013364.03.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 09/30/2018
Design Pressure:+50/-50 Installation Instructions
Other:0/X Max. Frame Size: W-53 1/8" H-72"Glazing: FL14604 R5 II 08_02915_edf
3/4"Overall Laminated IG Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R5 AE 513740.pdf
Created by Independent Third Party:Yes
14604.7 ' Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL14604 R5 C CAC NI012533.01-R3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/28/2022
Design Pressure: +50/-SO Installation Instructions
Other:Configuration: 0/X Vent Size:W-51" H-34.5" FL14604 R5 II 08-00564B.Ddf
Glazing: 3/4"Overall Laminated IG Verified By: Luis R. Lomas, P.E. Florida P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL14604 R5 AE 510953A.pdf
FL14604 R5 AE NOA Saflex PVB 15-1201.11.Ddf
Created by Independent Third Party:Yes
14604.8 Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH
SH ----- - - --------
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes . FL14604 R5 C CAC NI009020.01-R2-signed.pdf
Approved for use outside HVHZ:Yes FL14604 R5 C CAC NI009020.02-R1-sioned.Ddf
Impact Resistant:Yes FL14604 R5 C CAC NI009020.03-R2-sidned.pdf
Design Pressure:N/A FL14604 R5 C CAC NI010670.01-R1.Ddf
Other:See drawing 08-02476 for design pressures. FL14604 R5 C CAC NI010670-R1-sianed.Ddf
Quality Assurance Contract Expiration Date
12/31/2019
Installation Instructions
FL14604 RS II 08-02476.pdf
Verified By: Luis R. Lomas, P.E. Florida P.E.62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14604 R5 AE 513232.odf
FL14604 R5 AE NOA 14-0423.16.PDF
FL14604 R5 AE NOA Saflex PVB 15-1201.11•Ddf
Created by Independent Third Party: Yes
Bad( NOR
3 of 4 5/31/17,9:32
71orida Building Code Online nttps:JInonaaouncung.orglpripr ,app_uu.aspxtpa5a111—wt.st,v
Contact Us::2601 Bar Stone Road,Talahassee F.32399 Phone:850-487-1524
The State of Florida s an WEEO employer.Copyright 2007.2013 Sate of Florida.::Privacy Statement::Access bit,Statement::Refund Satement
Under Florida aw,emal addresses are pubic records.If you do not want your a-mad address released n response to a puck-recores request,do not send electronic
mal to this entity.Instead,contact the office by phone or by tradido nal mail.If you have any questions,please contact 850.487.1395.`Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,iceman Icensed under Chapter 455,FS.must provide the Departrnent with an ernal address if they have
• one.The emals provided may be used for official communication with the licensee.however email addresses are pubic record.U you do not wish to supply a
•
personal address,please provide the Department with an email address which can be mace avaiabie to the pubI.To determine if you are a licensee under Chapter
455,FS.,please click here,.
. Product ApprovaallAAoxpts:
RE1 SE
Credit Card
Safe
x'C t:rit.:,IF.Itkl
•
•
•
4 of 4 5/31/17.9:32
w
MLNJFAL^uRER'S WE CHANGE j 03/04/36 j R.L.
3 ;RE•5 PER Nca•Ca!TIFlCAtoN 08/20P.4 IR..
NCTES 15.FOR ANCHCR'NG.\'O MASONRL/C::GCRE'Z'.SE 3/16 TAPCONS KITH SUFP10ENT LeNGT-
:• THE RPOCUCT SHOWN HEREN IS DESIGNED ANC MAV FA.. REt TO C:a.P_t WIT': TO A..HIE•c A 1 1/4'I1 L0..41 EMBEDMENT."iNTC S.3STPA E'r . 2 1/2•• M:NiMGM E::=
REOUIREMENSS OF THE -DRIDA BUILDING CODE. DISTANCE. LOCATE ANCORS A5 SHOWN ;N stA::ONS AND_\SCALL&ION OETA4S.
_. WOOD ??LNG MD'..•SONRY OPENING TO BE DSW\ED AND ANCHORED TC PROPERLY 16.FOR ANCHORING:NDC VEAL 5TRLCTUR= USE #10 SMS 7R SELF DRILLING SCREWS WIT=
TRANSFER ALL LOADS TO STRUC':RE. FP.AMIN;AND MASONRY OPENINGS THE
RESPONSIBCrY OF THE ARCHITECT OR ENGINEER. O=RECORD. LOCATE
:ENT H3RS'.TO CAvN:l 3 THREADS AND IN BELONG >TRTAJLS. :N :OR'.vA:,L.
L:CATE ANCHORS as SHC'WN iK c^�•-+rAnoNs AND I:�STA::AT'ON ?C,A!'S.
3. :X BUCK O ER M:S0utY/CONCRETE IS OPTONA• 7.ALL FASTENERS TO BE CORROSION RESISTANT.
4. WHERE SHIM OR BUCK THICKNESS IS LESS TH.S :-:/2''WINDOW LINTS MUS:3E :8..NSTALLATON ANCHORS SHA:: BE C:S?AL:£D :N ACCORDANCE'A'7,,,ANCHOR
• ANCHOR.'THROUGH THE FRAME IN ACCORDANCE veTH MANUFACTURER'S PUBLISHED yr' ACT.RER'S :NSTAL'>.TCN INSTRUCTIONS AND ANCHORS S:AU.NOT BE LSE.
INSTALLATION 3ASTRUCTICNS.ANCHORS SHALL 5E SECURELY FASTENED D:PECTLY INTO SU3$TPATES WITH STRETUDTI5 LESS THAN THE MN:MUM STRENGTH SPECIFIED 3E.C:1:
MASONRY.CONCRETE OR OTHER STRUCT RA.SUBSTRATE M:.:CRML. woo: - ua::M;;u SFEC PECTIC GRAVY OF 0-0•2
• 5. WHERE WOOD BUCK THICKNESS'S :-:/2 OR GREATER. BUCK SHALLSE SECURELY B. CD2 RETE- MIN:MUM C OUPPESSE STREETAGrH OF 3.'92 RS:.
TAsTENEC'0 MASONRY. CONCRETE OR OTHER STRL.TTURAL SUBSTRATE. WA:DCW 7N75 VAY D. M.SONRL -STRENGTH 'CNFORxN:CE TO ASTM C-SC. GRACE N. TYPE : (•)R O'EATER'•.
BE ANCHIORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE'MTH D. Mr AL STRUCTURE: STEEL :BGA 33KSI OR ALUMINUM 5063-T5 :/8'THICK. U'!MUM
MANUFACTURER'S PUBLISHED INSTALLAF.ON INSTRUCTIONS.
5. WHERE :X BUCK IS NOT USED 7SSIMILAR MATERAS MUST BE SEPARATED w7w.APPROVED
41
COAT:NG OR MEMBRANE. SELECTION OF COATING ;R MEMBRANE 5 THE RESPONSIBIL:Y O.
THE ARCHITECT DR ENGINEER OF EEECORC.
T. BUCKS SHALL EXTEND B_ETOND WINDOW IN_RICK FACE SO 1+AT FULL FRAME SUPPORT:5
PRNDED.
S. FOP FN:NSTALLAT.I:\SWV AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOLIRED
EACs'ANCHOR LOCAT:CN=TN LOAD BEARING SHIM.S-:IM AHERE SPACE OF :/15'OR .
GREATER OCCURS. MAY.:MUM. A!.LOWA&LE SHIM STACK TO BE 1/4'.
3. SI+1MS SHALL BE LOCATED.ACPLIED AND MADE FROM.MATERIALS AND THICKNESS CAPABLE
? SLSTAKNG APPLICABLE LOADS.
:O.WIND LOAD DURATION FACTOR CE-:.5.5.WAS USED FOR 4000 ANCHOR CYCULATIONS.
I.FRAmE MA ERV.L.: EXTRUDED PID PVC.
:2.':NITS MUST 8E GLAZED PER ASM. 0:300-04.
:3.APPROVED IMPACT PRO TC:'•VCE SYSTEM IS PFC:.- 2 P35 31x15 P:03507.N wINC BORNE
DEBRIS REGIONS.
I'..FOR ANCHORING INTO%ODD FRAM•NC OR _x BUCK LSE/10 WCOD SCREWS WITH
SU' ENT LENGTH TO ACHIEVE i 1 3.'8' MINIMUM D.90 MENT INTO SUBSTRATE. .O:AT_
ANCHORS AS SHOWN IN ELE.ATCNS AND. INSTALLATION DETAILS.
I SIGNED:98.121,22014
r4p.1in Eastern `" _•
o°\s.RI'.Ito/,
I 'S_ OF .:T SS. IES 14hT V N"L SINGLE HUNG `*• {G 1 -•x
54 X 7: .%
:SHEET NO.!. DES:'. NOTES �Ao. TA:.OF:4,
• I.NOTES ->., ew we %�4P,..40RIOP•N2�
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OR 2X MX-\ 8"MIN. : 9 RENS:O KR Nrx:S TS:;\CIOs :06/20/:. R�
BY OTHERS1111111111% 3/
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I,i r—. \_ill)'WO D SCREW : 3/8"M:N. 1/4.- MAx.
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AOT SHOWN FOR,^.LAR.TT: c..rn. •�O'��l;e) ,._.�2�
2.*ERlMETER.AND.:ONT SEALANT 9YOTHERE TO 3E '''""' i iy Cs-
DESIGNEOnNACCORDANCE R MAS'TME17 72 A.A4 08-00558 = �7i,S/O.1,14. $'
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