1813 ATLANTIC RD - REVISION 10/18/17 A Ig13 SelVtAiA _
1�.rr,5
i1.''fJr
��rr � JI CITY OF ATLANTIC BEACH
N� �} A 1 800 Seminole Road
-,. Atlantic Beach, Florida 32233
OCT 182017
yDA
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
Date ID l 18 Revision to Issued Permit Corrections to Comments Permit#as / 7 -01 kT
Project Address I 15 3 $C(Uf) & (IA. k)& (/ach pct._ .30a as
Contractor/Contact Name E toV ieu) /I) (l t) c tCor ci 1D4k) lqDrid&
Phone 90.0N—n0(40 l Email I (c 3b ), rbli1:Fs @EcoY1e I Z •
ccm
_,, ,
Description of Proposed Revision /Corrections: Permit Fee D e $ .SC,, 00
--"—erlipd-b-r± 13AQFIILL awl
Additional Increase in Building Value $ Additional S.F. 1
By signing below, I -e-Q/'(J.G 46,,r, affirm the Revision is inclusive of the proposed changes.
J (printed name)
jci9z, ,&GC_ /a- 139-17
Signature of C actor/Agent(Contractor must sign if increase in valuation) Date
(Office Use Only)
Approved Denied Not Applicable to Department
Revision/Plan Review Comments Ark— i s Athan r a h copy Ay .10 do f.'s
,y Stec {�vn, J
D ment Review Required:
Building
arming &Zoning eviewed By
Tree Administrator
Public Works 0 `6 _ 27
Public Utilities
Public Safety Date
Fire Services
CITY OF ATLANTIC BEACH
a� .
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
&r rf 1 INSPECTION PHONE LINE 247-5814
RESIDENTIAL -ALTERATION RESIDENTIAL
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
PERMIT INFORMATION:
PERMIT NO: RES17-0184
Description: replace 12 windows
Estimated Value: 4541
Issue Date: 10/3/2017
Expiration Date: 4/1/2018
PROPERTY ADDRESS:
Address: 1813 SEMINOLE RD
RE Number: 169633 0000
PROPERTY OWNER:
Name: GARMAR HOMES LLC
Address: 1126 1ST STN UNIT 602
JACKSONVILLE BEACH, FL 32250
GENERAL CONTRACTOR INFORMATION:
Name:
Address:
Phone:
Name: ECOVIEW WINDOWS OF THE GULF COAST LLC
Address: 6950 Phillips HWY STE 1
JACKSONVILLE, FL 32216
Phone:
PERMIT INFORMATION:
Please see attached conditions of approval.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
* A notice of Commencement is only required for work exceeding an estimated value of
$2,500. For HVAC work, a Notice of Commencement is only required when HVAC work
exceeds and estimated value of$7,500.
pvc.7_, ,,k4,-� - F-L 7, OFFICE COPY
RENSIONS
REV DESCRIPTION DATE APPROVED
A UPDATE TO 2007 FBC 04/28/09 R.L.
74" MAX. WIDTH B REVISED NOTES 3/09/12 R.L.
C ADDED EDGE DIMENSIONS 06/24/15 R.L.
6" MAX. -- r 12 1/2" MAX.O.C. --6" MAX.
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
\ I t I I I I / COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
6" MAX. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED
-f---
— _ TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND
I MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR
13 1/2" ENGINEER OF RECORD.
MAX. O.C. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF
THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS
J______— — USED FOR WOOD ANCHOR CALCULATIONS.
4) FRAME AND SASH MATERIAL: RIGID PVC..
5) UNITS MUST BE GLAZED PER ASTM E1300-04.
63" Oil' 6) APPROVED IMPACT PROTECTIVE SYSTEM JS RFOUIRFIZ FOR THIS PRODUCT IN
MAX. — `, .— WIND BORNE DEBRIS REGIONS.
HEIGHT X O 7) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
„ SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM
ALLOWABLE SHIM STACK TO BE 1/4".
— — 8) FOR ANCHORING INTO MASONRY USE 3/16" ITW TAPCONS WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH
2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS
9AND INSTALLATION DETAILS.
I _ 9) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREW
1 — WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
6" MAX. / \ SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
} I I I I I I DETAILS.
10)ALL FASTENERS TO BE CORROSION RESISTANT.
3100 SHORELINE PVC SINGLE GLIDER(SL3100 SG 7463) 11)INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
EXTERIOR VIEW ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
FLUSH AND FIN INSTALLATION SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
DESIGN PRESSURE RATING IMPACT RATING B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE
±45PSF NONE 1 (OR GREATER).
12) APPROVED CONFIGURATIONS: OX, X0.
APPROVED CONFIGURATIONS: XO, OX
SIGNED:06/26/2015
VINYL WINDOW TECHNOLOGIES, INC. \\\1111111JIIo
2400 IRVIN COBB DRIVE \�\J\a R'•••gfi /<
PADUCAH, KY 42002 `�v••\CEMS9,p
3100 SHORELINE PVC SINGLE GLIDER — NON—IMP. =*• 0 5 *=
FULLY REINFORCED 74" x 63" = —
TABLE OF CONTENTS ELEVATION, ANCHORING AND NOTES �jTATE OF ;�\
SHEET NO. DESCRIPTION 0�`•. P {�,�
DRAWN. DWG NO. REV i//�s•CORIO•d• \1 �
2 INSTALLATIONDETAILS
AND NOTES R.L.WALE NTS DATE 6/03/07 08-00162SHEET 2 C ///7SFONAL1v.0'
T
Pir
ina)CPA
:la
\(Arei
REVISIONS
REV DESCRIPTION DATE APPROVED
A UPDATE TO 2007 FBC 04/28/09 R.L.
3/16" ITW 9 REVISED NOTES 3/09/12 R.L.
MASONRYOC ADDED EDGE DIMENSIONS 06/24/15 R.L.
ANCHOR I_i f
WOOD FRAMING #8 WOOD '�, —■ RIGID 11
BY l.. SCREW 1X BUCK ��-
BY OTHERS 1' ' _i• V. �' FILLER 1/4" MAX.
RIGID BY OTHERS
FILLER -.-� [ SHIM SPACE
Ilk,
NA. 1/4" MAX. ��,�—,.
--..........,.E
I-SHIM SPACE �'�� — 7
1 3/8" MIN. EMB. jEII�, 1 1/4" MIN. EMB. • . •
. .° a
} !II �� INTERIOR FINISH • A•' FINISH
. ..:N___ OR
BY OTHERS
SHEATHING 7/16" MIN. EXTERIOR FINISH _ 2 1/2" MIN. BY OTHERS
BY OTHERS EDGE DISTANCE EDGE DISTANCE CONCRETE
BY OTHERS BY OTHERS
FRAMING FLUSH INSTALLATION 1X BUCK MASONRY FLUSH
SILL SECTION SHOWN INSTALLATION
OTHER SECTIONS SIMILAR SILL SECTION SHOWN
OTHER SECTIONS SIMILAR
4 SHEATHING
EXTERIOR
FINISH #8 WOOD
SCREW 4—
BY OTHERS 1:1 I..11
_ BY OTHERS i IT 2X BUCK
i
#8 WOOD v�. 1/4" MAX. 7 16' MIN. r __; RIGID BY OTHERS
SCREW __�' SHIM PACE I ` ,, ' FILLER 1/4' MAX.
~—, 1 / , SHIM SPACE
0II ■ EDGE 1 ...
CAULK BEHIND �I. 1 FIN :1'I I DISTANCE MIN3EMB. fis
_ I—t
EXTERIOR FINISH / INTERIOR FINISH n. ••
J BY OTHERS '. INTERIOR
BY OTHERS 1 3/8" MIN. FINISH
EMB. •• a BY OTHERS
FRAMING
BY OTHERS CONCRETE
FRAMING FIN INSTALLATION _ 7/16" MIN. BY OTHERS
SILL SECTION SHOWN EDGE DISTANCE
OTHER SECTIONS SIMILAR
2X BUCK MASONRY FLUSH
INSTALLATION SIGNED:06/26/2015
SILL SECTION SHOWN VINYL WINDOW TECHNOLOGIES, INC. \�„u111Iui,i,,�
OTHER SECTIONS SIMILAR 2400 IRVIN COBB DRIVE ``�„NS R• .p y.4��
PADUCAH, KY 42002 v,•��GEN6�, sn• %
3100 SHORELINE PVC SINGLE GLIDER - NON-IMP. *• Co,, I 6 t=
FULLY REINFORCED 74" x 63" -.0
INSTALLATION DETAILS ' TAT OF ,.{��,,
DRAWN: DWG NO. REV �0;•<OLZ•ZORM.fr 1"GC\�,,
R.L.
scALE NTS I°ATE 6/03/07 08I50"�220F 2 C /�//0:0MNALI'c',0
T
r
OFFICE COPY
P
P--- ,r-.,..i Ar
REVSIONS
REV DESCRIPTION
DATE APPROVED
A UPDATE TO 2007 FOC 01/09/09 R.L.
B REViSEO NOTES --_ 0,3/09/12 R.L
C_REVISED INSTALLATION DETAILS 07/20/I5 R.L.
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16• FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE
RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH i0 ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
3, IX BUCK OVER MASONRY/CONCRETE I5 OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4• WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE INSTALLATION DETAILS.
17. FOR ANCHORING THROUGH FRAME INTO METAL
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHEDS'RUCTURE USE #10 SMS OR SELF
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSrALLATIOV
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL,
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 16. ALL FASTENERS TO BE CORROSION RESISTANT.
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED SUBSTRATES WITH STRENGTHS A. THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
4 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF A. WOOD: MINIMUM SPECIFIC GRAVITY OF G
THE ARCHITECT OR ENGINEER OF RECORD. B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH
OF 2,000 PSI.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS C. MASONRY: OLLOW/FILLED BLOCK PER ASTM CDC WITH f•m=2,000P51 MINIMUM. 4-
PROVIDED. 0. METAL STRUCTURE: STEEL iBGA (.048") FY=33K51/FUe52K51 OR
5. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT ALUMINUM 6063-T5 FU=30K51 1/8" THICK MINIMUM
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR.
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd@1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11.FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 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:07/21/2015
VINYL WINDOW TECHNOLOGIES, INC 1�1u11111g1j
2400 IRVIN COBB DRIVE �\�Vg R• Lp /��
PADUCAH, KY 42002 N\';��1yS'��Rsr'
TABLE OF CONTENTS SHORELINE SINGLE HUNG NON - IMPACT *% rz
SHEET NO. DESCRIPTION FULLY REINFORCED 53" X 75" _0 /,
1 NOTES NOTES �•3" TAT OF 4,L
_ DRmR. ..O'.
2 ELEVATIONS R.L. o c IM, REV ".- FLORIUP Gita`
3 - 9 INSTALLATION DETAILS s NTS D"n 7/25/07 08-00159SHEET 1 OF 9 C ���/SrDNAL Ea\���
17111111111
•:►
•
2 1/2" MIN.
EDGE DISTANCE RE4sN7Ns
CONCRETE/MASONRY�� ' RA' D7 rOC ON DATE •l PROVED
BY OTHERS • • • + A VPDpTE TO 2D07 TgD
03/09/12/ /OD R.L.
• + • ' • I 1/4" MIN. 9 DEVISED NOTES R.L.
OPTIONAL 1 X BUCK • ' • . " " • REAM INSTALLATION DETaLS
SEE NOTES 3 - 7 . • , a EMBEDMENT C R 07/ZD/1D R.L
SHEET 1 I
lop1 BACKER ROD �� -
'
& APPROVED 1/4" MAX.
SEALANT �_ SHIM SPACE
14 0
M II'i 3/16" TAPCON
I.
EXTERIOR 3
'' -J� I ����,
I INTERIOR T
iii1
k,, SILL TO BE SET
1 `', IN A BED OF
BACKER ROD
!II_ — _ APPROVED SEALANT NOTES:
I I. INTERIORANO EXTERIOR FINISHES,BY OTHERS,
& APPROVED r1 _� 1 r.1 1!�
SEALANT 6311;02 I- NOT SHOWN FOR CLARITY
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
OPTIONAL 1 X BUCK 1/4" MAX. DESIGNED AV ACCORDANCE WI7HASTME2,12
SEE NOTE 3 – 7 L■�i_ A (�SHIM SPACE
SHEET 1 tTi,Z.�,� {
CONCRETE/MASONRYf
VINYL WINDOW TECHNOLOGIES, INC SIGNED:07/21/2015
9Y OTHERS a
•e ' , 4 2400 IRVIN COBB DRIVE \�\Vvzi IILId7L/i.
e '� ••
PADUCAH, KY 42002 •:`w��CEN�'�"1�.
•
a SHORELINE SINGLE HUNG NON – IMPACT +*; S .•
• 4 • .e FULLY REINFORCED 53" X 75" = '// 0 ',6 •"'t=
VERTICAL CROSS SECTION INSTALLATION DETAILS T� Z`
CONCHET6MASONRYINSTALLATION 1-..!.02.
HEAD ANO SILL SHOWN,JAMBS SIMILAR R.1.
LMAHI ma Np REV �'t1•'a(OR 1qP.�y�`
scut NTS 1wTT 7/25/07 08-00159 80E 9 I C ,////j°NAL \K"
T
2 1/2" MIN.
EDGE DISTANCEREV WAS
CONCRETE/MASONRY I KY l oesatmou DATE pppRD1R,
BY OTHERS '0 • d _ A UPDATE TO 2007 FRC
," 4 • 01/08/09 R.L.
G • ' B REVISED NOTES
• ° 05/09/I2 R.L.
+ • G 1 1/4" MIN.
OPTIONAL i X BUCK ' • , • ° •a • EMBEDMENT C REVISED INSTALLATION DETWLS 07/20/15 R.L.
SEE NOTES 3 - 7 , .
SHEET 1 r� ,- -- ---�
'II J ��mi` - 1
BACKER ROD ""'�� E
& APPROVED 1/4" NIX,
SEALANTik �,. SHIM SPACE
I ,71 ru 3/16" TAPCON
EXTERIOR e
If-T.6a _
410-.Y .---r--41
1LT,I]
INTER/OR4-
1
I
I
I Q 004 1r SILL TO BE SET
r _ 'J IN A BED OF NOTES:
BACKER ROD Ii� A_ �.�.. II APPROVED SEALANT 1. INTERIOR AND EXTERIOR FINISHE_S.BYOTHERS,
& APPROVED ❑ ,!Li NOT SHOWN FOR CLARlTY.
SEALANT 1� T 2. PCRMAICTEH AND JOINT SEALANT BY OTHERS TO HB
OPTIONAL 1 X BUCK ���r" 1/4�� MAX. DESIGNED IN ACCORDANCEWI7HASTME2t12
SEE NOTE 3 - 7 'i- I r SHIM SPACE
SHEET I 41.111111 /41
SHEET
` SIGNED:07/21/2015� � I
CONCRETE/MASONRY _.....01111111111
BY OTHERS • a • • •� VINYL WINDOW TECHNOLOGIES, INC ���lullllrl,/
2400 IRVIN COBB DRIVE \' 5 R' 0 ��
° • PADUCAH, KY 42002 `yJ,4\.GEN �9''�ii
•
SHORELINE SINGLE HUNG NON - IMPACT -*�
FULLY REINFORCED X 75" =v.. AT „qw`
VERTICAL CROSS SECTION INSTALLATION DETAILS moo,• ?ATEA-Op� '`r-
CONCRETE/MASONRY,NSTALLATICMI DRAM I DWG xo. v �.5./.6,...•..'� ,:.OR TO;
HEAD AND SILL SHOWN,J4V4BSSIMILAR R.L. 08-00159 I C ijS 'NC)
SCALE NTS I DA 1( 7/25/07 I S'EE16 OF 9 /�//j1fNAl11IM
•
•
2 1/2" MIN, REHsorvs
EDGE DISTANCE --I REV DESCRIPTION DATE u R04:13
-
CONCRETE/MASONRY • . A UPDATE TO 2007 fBC 01/06/09 R.L
BY OTHERS "• a • •
•
-. • • a' ° 4 •• e • e 8 REVISED NOTES 0.3/09/12 ,R.L.
OPTIONAL I X BUCK . e • • •• •e 1 1/d MIN. C REYI$ED INSTALLATION DETAILS
SEE NOTES 3 - 7 e EMBEDMENT 07/20/15 !R.I..SHEET1 '� �1 ,� • t
41111.1_1BACKER ROD 1
101.1
& APPROVED 1/q" NAXSEALANTIlk SHIM SPACE
IW i 3/1s" TAPCON
NM EXTERIOR ire
31111141
I► ?I-
INTERIOR
li.
BACKER ROD I ►� ' SILL TO BE SET
A APPROVED �tii.,r,
SEALANT �_ O IN ABED OF NOTES:
• - �r� •• 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
., APPROVED SEALANT NOT SHOWN FOR CLARITY.
OPTIONAL 1X BUCK V; - '. PER/METER AND JOINT SEALANT BY OTHERS TO BE
SEE NOTESHEET 1 ��, DESIGNED IN ACCORDANCE W/TH AST1W E2112
111111111L-1111)1-11111.--'""---- S IM SPACE
CONCRETE/MASONRY _-_���
BY OTHERS SIGNED;O7/21/2015
• • ° ' VINYL WaoDOGW iRVINEc eeGD�GEES, INC \\\\\5>R11rLro,1//i
• a •
°• PADUCAH, KY 42002 tiy,�\CEh �f�r�/
i a , ' • • • • . S6,••cP
SHORELINE SINGLE HUNG NON - IMPACT *•
° • FULLY REINFORCED 53" X 75" S ;((,,,,1
INSTALLATION DETAILS .0,.�,,. TAT OF 'it,�
VERTICAL CROSS SECTION
OONCRETEMASONRY INSTALLATIQV DRAW On no. aEv i R( P.'����
HEAD AND SILL SHOWN.JAMBS Sf.41RAR
R.L. 1 08-00159 I C �%SS ORlO NG� �
sate NTS 'wre 7/25/07 Isnmrq OF 9 fY/rr��NAtI I 10\���
T
lir
REVISIONS
--- 53" MAX FRAME WIDTH---I
REV 0E5C9PT1oN �h APPROVED
A 0POAIE TO 2007 FBC Ut/00/o9 R,L,
i— 53" MAX FRAME WIDTH
t6
6" MAX— " 5' MAX
" I MAX O.C. 1i 6° MAX I 16" y B REVISED LATED NOTES 03/09/12 q,L,
I MAX O.C. 6" MAX C REVISED INSTALLATION DETAILS 07/20/15 R.L.
I
,\ � t E I
6" MAX - • "
6" MAX �- _/
_L___... / 0 -
.1.____. i 0
MAX 0.C.
14"
75" 1—- - MAX O.C. /
FRAME 7Jw111.111111107.41
MAX
MAX f rj
O
HEIGHT - FRAME� . / . I�i -111
- HEIGHT
''D. / _ • ^^ 4252 FRAME(OPTIONAL)
Q FIN INSTALLATION
6' M+AX -I/ \` /
4 6" MAX .1-lirilliFi___FT.L,Fr (I
SHORELINE SINGLE HUNG WINDOW SHORELINE SINGLE HUNG WINDOWIt-
EXTERIOR VIEW EXTERIOR 19EW
FRAME FLUSH INSTALLATIDN FIN INSTALLATION
9252 FRAME(OPTIONAL)
FLUSH INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING �� ��
1�1,l
f75.OP5F NONE �•�� '
11 L)L
4252 FRAME(OPTIONAL)
FLANGE INSTALLATION
SIGNED:07/21/2015
1, MA VINYL WINDOW TECHNOLOGIES, INCN \�111IIIII/r/,
1, MAXIMUM SASH SIZE: 49 1/4" X sr
2. MAXIMUM DLO.: 46 3/4" X 33 J/4" 2400 IRVIN COBB DRIVE �a�g R•• L p�/i��
PAOUCAH, KY 42002 :•v�,4`CplVs�q�ij
SHORELINE SINGLE HUNG NON - IMPACT =*: 0-_8.95 "*-
FULLY REINFORCED 53" X 75" — (g f.. '
ELEVATIONS TATE 0OF
DRAWN. I CMG NO. �.�,,•/'
R.L. 08-00159 IRC �i,�`cZ`3,��ORIOp G\i'
5"14 NTS IoATE 7/25/07 Is` 2 OF 9 �///////NA111A-
(---�:LyY
,_,\ Cash Register Receipt Receipt Number
City of Atlantic Beach R3298
4.0;119`"
DESCRIPTION I ACCOUNT QTY PAID
PermitTRAK $50.00
RES17-0184 Address: 1813 SEMINOLE RD APN: 169633 0000 $50.00
BUILDING PLAN REV RESUBMITTALS $50.00
BUILDING PLAN REVIEW RESUBMITTAL 45500003221006 0 $50.00
SECOND
TOTAL FEES PAID BY RECEIPT: R3298 $50.00
CITY OF ATLANTIC BEAC
800 SEMINOLE RD
ATLANTIC BEAC,FL 32233
10 27 2017 14:59:40
CREDIT CARD
VISA SALE
Card; XXXXXXXXXXXX3741
SEQ;: 8
Batch n: 472
INVOICE 8
Approval Code: 085854
Entry Method: Manual
Mode: Online
Tax Amount: $0,00
Card Code: M
SALE AMOUNT X50.00
rIJSTOMER COPY
Date Paid: Friday, October 27, 2017
Paid By: ECOVIEW WINDOWS OF THE GULF CO
Cashier: BA
Pay Method: CREDIT CARD 8
Printed: Friday,October 27,2017 3:00 PM 1 of 1
TRW T