REV-16-2401 Miami Shores Village i
�, lage � AUG � � 2016
Building Department
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 201
BUILDING Master Permit No. y �' ,�' a '775
PERMIT APPLICATION Sub Permit No.; ��� `10 -2-10
BUILDING r-] ELECTRIC ❑ ROOFING REVISION F-1 EXTENSION RENEWAL
F-IPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS 0 CHANGE OF F-1 CANCELLATION FISHOP
y-,� -S� CONTRACTOR DRAWINGS
JOB ADDRESS: 5;? 6) / � � ,/
Com: Miami Shores County: Miami Dade Zip: (3r�/�
Folio/Parcel#: Is the Building Historically Designated:Yes NO /�-
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): 1l(�C.i Vim` ��C� Phone#:
Address: �2 �2 � Lam( 0
City:' -A-f-L G2 .4� l �(� Cp- State: l Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: ��L�l,�C O(A U C_U Q U-,/Phone#:
Address: Ct /
City: C lC . Cc` e State: ( Zip:
Qualifier Name: �Z\C_ \�` S i -,_ Phone#: !Nq qj ® io 5
State Certification or Registration.#- C ® ? Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ BTU Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: k-0
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ as ` o�j�
CCF$ CO/CC$.
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$'
TOTAL FEE NOW D E$
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"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."
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signatur 11ASignature6
OWN rAGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrume was acknowledged before me this
day of 20 ' byday of 20 by
4y AA F' ✓Ut✓� 01S N,who is personally known to iL✓CG _r �-4 1 S tL�,who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUB IC: NOTARY PUBLI
(-c
Sign: V Sign:
Print: L (>, �� `� Print: l_ V v�
Seal °t►a�oo Seal: a°�;."•y LAURA FARLEY
•.••.,°�,� LAURA FARLEY * * My COMMISSION A FF 1027
* MY ,'CaVMISSION#FF 1� +� oh�'� EXPIRESMslch 16 2019
dor n°P� 9antled Thru 1 ae�pe '
8
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
r DT�C
Au � �®
M IAM I-DAQ L A
NE INII-DARE COUNTY
a PRt?IlUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESO 1 f 11805 SW 26 Street,Room 20$
BOARD AND CODE ADMINISTRATION DIVISIONt ')315-2590 F(786)315-2599
NOTICE OF.ACCEPTANCE U A `vwrr.miamidade.eovteconomy
Eco Window Systems,LLC Lij
9114 NW 108 Street
Medley,FL 33178
.SCOPE:
This NOA is being issued under the applicable rules an , ns overn the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section (hi Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or mateaiaL fails to
perform in the accepted manner, the manufacturer will incur the expense of such Tstipgand the*11 may*.....
immediately revoke, modify, or suspend the use of such product or material within tfteirlurisdlctiojr..RER •'
reserves the right to revoke this acceptance, if it is determined by Miami-Dade'i=AtV Prodddt Control•••• •
Section that this product or material fails to meet the requirements of the applicable bV'Pt ding code. ;••••;
This product is approved as described herein, and has been designed to comply*j$.dft Fior.29&1vildine••�•'
Code,including the High Velocity Hurricane Zone. . . • •
DESCRIPTION:Series"Eco-Guard 100"Aluminum Single Hung Window—�.M?• ••:••• •.....
APPROVAL DOCUMENT:Drawing No.W13-08,titled"Eco-Guard Series-IO�ATd*o.S.H.�Wdti: '.
(S.M.I.)",sheets 1 through 5 of 5,dated 03/15/13,with revision A dated 11/25/14,trepared by$i Ftdoq ;•• •
Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County P;oduct Gestrol ;••••;
Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami4j)adi
County Product Control Section.
MISSILE IMPACT RATING:Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising lit ature. if I portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall berovided user by the manufacturer or its
distributors and shall be available far inspection at the jo s to at the of the wilding Official. '
This NOA revises NOAH 13-0418.03 and consists of thi p 1 an vi ce pa E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by M el er ,
NOA No.14-1212.03
Mt+4MFDADECOUN'rY Espiratt n Date: August 15,2018
d Appr
U� Page 1
val Date: April 02,2015
Eco Window Systems,LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W13-08,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (S.M.I.)",
sheets 1 through 5 of 5,dated 03/15/13,with revision A dated 11/25/14,prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. Test reports on: 1)Small Missile Impact Test per FBC,TAS 201-94
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with installation diagram of a 37"wide x 63" high Eco-Guard Series 100
aluminum single hung window,prepared by Hurricane Engineering&Test nA Inc.,
Test Report No.HETI-10-3139,dated 11/29/10,signed and sealed by Caddy F. ......
Font,P.E. 0• 0 0 00
(Submitted ander previous NOA No. 13-0418.08) •0.0 6 6 000000
••••• 6606:6
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 00••0000.. 0
6 - :6009:
2)Uniform Static Air Pressure Test,Loading pOs FOC TA'S 2002 94 6
0000.
3) Water Resistance Test,per FBC, TAS 202-940*••- 0 .. .0;6 6•
4)Forced Entry Test,per FBC 2411 3.2.1 and"TA•S 202-94P••6 6666:0
along with installation'diagram of a 106-1/2"wide x 76"high3G-4'uard Series 100 •.
aluminum single hung window,prepared by Hurricane Engmrring&TeStiiighic.,
Test Report No. HETI-08-2166A,dated 12/15/09,signed an sealed by C&*jido F. ••••;
Font,P.E. 00 0
(Submitted tinder NOA#04 0224.07)
3. Test reports on: 1_)Large Missile Impact Test per FBC,TAS 201-94
2)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with installation diagram of a 106-1/2"wide x 76"high Eco-Guard Series 100
aluminum single hung window,prepared by Hurricane Engineering&Testing Inc.,
Test Report No.HETI-08-2166C,dated 12/15/09,signed and sealed by Candido F.
Font,P.E.
(Sitbtnitted under NOA#09-0224.07)
4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC,TAS 20294
3) Water Resistance Test,per FBC,TAS 202-94
4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94
along with installation diagram of a 53-1/4"wide x 76"high Eco-Guard Series 100
aluminum single hung window,prepared by Hurricane Engineering&Testing Inc.,
Test Report No.HETI-08-2168,dated 12/15/09,signed and sealed by Candido F.
Font,P.E.
(Submitter/udder NOA#09-0229.07) Ma R-61 PerA P.E.
Product ControlQ- 12.03
finer
NOA No. 1
Expiration Date: August 15,20x8
Approval Date: April 02,2015
E-1
Eco Window Systems,LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS(CONTEMED)
5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94
2)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with installation diagram of 53-1/4"wide x 76-1/4"high Eco-Guard Series
100 aluminum single hung window,prepared by Hurricane Engineering&Testing
Inc.,Test Report No.HETI-08-2170,dated 12/15/09,signed and sealed by Candido
F. Font,F.E.
(Submitted under NOA#09-0224.0 7)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FB•C;Sth
Edition (2014),dated 11/18/14,.prepared by Al-Farooq Corporations signetl aad' •
sealed by Javad Ahmad,P.E. •• so 0 .•
2. Glazing complies with ASTM E1300-09 00--.0 -0-0:-
00000 0 0
.
D. QUALITY ASSURANCE 000000
.0 0• :....:
0000 0 00 00000
1. Miami Dade Department of Regulatory and Economic Resoureel(ISR). : •••• ..:..•
00:00
:..:�: .
E. MATERIAL CERTIFICATIONS ..
0
1. Notice of Acceptance No. 134129.27 issued to E.I.DuPont DeNamourt 81 fid.,InG000...
for their"DuPont ButaciteO PVB Interlayer"dated 04/11/13;ehrring grt•1:2/1 i/lb:"":
.. .
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5`h Edition (2014), and of no
financial interest, dated November 18, 2014, issued by Al-Farooq Corporation, signed
and sealed by Javad Ahmad,P.E.
G. OTHERS
1. Notice of Acceptance No. 13-0 418.03, issued to Eco Window Systems,LLC for their
Series "Eco-Guard 100" Aluminum Single Hung Window — S.M.I., approved on
08/15/13 and expiring on 08/15/18.
IanM Pere E.
Product Control Ex"mer
NOA No. 14-1212.03
Expiration Date: August 15,2018
Approval Date: April 02,2015
E-2
I
• ...
DESIGN IAAD CAPACITY - P8F �� w
FLANGE DIMS. 1/4'ITB TAPCOR /4'P1C0 ULTRACON • • c
514 MMS • • • • •• •• • •• 37' 00
WIDTH HEIGHT W-(+) INT.(-) 1](T.(+) !NT.(-) EXT.(+) 1NT.(-) • • • • • • • • WINDOW WIDTH r�
�� • ••
19-1/8° 75.0 141.1 75.0 141.1 75.0 141.1 _ • • • • • • • • • 31 1/4'
2BF'A. 26' 75A 141.1 75.0 _141.1 75.0 141.1 • • 000 •• ••• • D.L.O.(FDL UTE) 0 O
30' (4) 75.0 141.1__ 5A 7 141.1 75.4 141.1
37' 75.0 141.1 75.0 141.1 75.0 141.1 MAX.
19-1/8' 75.0 141.1 _75.0 141.1 75.0 141.1 •• • • • •• ••• •• 6'MAX• FffhO
26-1/2' 38-3/8' 7SA 141.1 7SA 141.1 75.0 141.1 • • • • • • • • • HEAD m
30' (4) 75.0 141.1 75.0 141.1 75.0 141.1 •• ••• • • ••• •• • CORNERS A
37° 75.0 138.7 75.0 141.1 T 75.0 141.1 •� � • •
8 a
19-1/8' 75.0 141.1 75.0 _141.1 1 75.0 141.1 • • •a-� .•
MCI
za-1/z' So-s/9• 7s.o ia1.1 rso 141.175.o /41.1 '30' (6) 75.0 141.1 75.0 1411 750 141.1 m
37' 75.0 141.1 75.0 141.1_T 79.0 141.1
19-1/8' 75.0 141.1 75.0 141.1 75.0 141.1 N o _ I b {
28-1/2' Sr 75.0 141.1 _ 75.0 ut. 75.0 141.1 QJ, 8
30' (8) _75.0 141.1 _ 75.0 141.1 75.0 141.1 I
�----�
37' 75.0 126.8 78.0 139.4 75.0 141.1
4 NO. IN PARENTHESIS INDICATE N0.OF
ANCHORS PER JAMB.
vi ue'1Y
J w
co
NO ANCHORS AT SILL $G
FALSE MLINDNS I 3 Ml
(SURFACE APPUED) 31 1/4e QOM m
oPTKWAL O.LO.(VENT) + Z
34 1/16' tiS i
VENT WIDTH _
3/18"HEAT STREWO. GLASS U W
8
ECO-GUARD SERIES-100 .090'INTERLAYER TYPICAL ELEVATION o
BUTACRE PV8 TTY'DUPONT' TESTED UNIT
ALUMINUM SINGLE HUNG �9INDOI4'
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 3/18'HEAT STREN'D.CLASS
CHARTS SHOWN ABOVE. ,
cam$
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 9a SILICONE °
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER
Ss
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING o 16
MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL a
WILL APPLY TO ENTIRE SYSTEM.
THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. o o
THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE ^
REQUIREMENTS OF THE FLORIDA SWLDING CODE INCLUDING HIGH VELOCitt ( 21 MIAMI-DADS COUNTY APPROVED IMPACT RESISTANT SHUTTERS
HURRICANE ZONE (HVHZ). 6 I I REQUIRED FOR INSTAUATIONS UP TO 30 FT. OF GRADE. o
SHUTTERS NOT REQD.FOR INSTALLATIONS ABOVE 30 FT. OF GRADE.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER n b
LOADS TO THE STRUCTURE. PRODUCT REVISED i s
GLAZING DETAIL Engr. VAD ANYAO
ANCHORS SHALL 9E AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS r?rnmpt}•I�whh Ice Platlda
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR=000. 7/16°OVERALL IAM.GLASS SCPE A [___70592 t:•uildinB4M%
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
�Jtl AsceplonmNo
NOT PART OF THIS APPROVAL i
�$'
Ec mtion Date IvD
A LOAD OUR INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. NOTE: 0
GLASS CAPACITIES ON THIS SHEET ARE � �ZO14 Pini odePtoda4lCo droving no.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT BASED ON ASTM E1300-09 (3 SEC. GUSTS)
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE AND FLORIDA BUILDING COMMISSION `--� W13-08
REQUIREMENTS OF THE FLORIDA BLDG. CODE DECLARATORY STATEMENT DCA05-DEC-219 sheot of rj
.. .. . . . .. .. .
. . . . . . . . . .
1BY TYPICAL ANCHORS TYPICAL ANCHORS ��
WOOD BUCK SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING s
. I • • F--------------------�
° • • • • • • --------
M&L •• • j L4A6H-OADE COUNTY APPROVED j � �
d° • • • • S UCRIRE • •• I I MULLDN&MULUON ANCHORS I I
° ;.a • • t SEE NOA I I $
_ • • • • • • • 1I SEPARATE It i c Z
•
••• •• ••• •.• I; Ed i� o
\� O
----_- ---------==�J
V
a � h
- -- g 91
TYPICAL ANCHORS TYPICAL ANC.. ,Q$
SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING 0
I�1
cd
o. I V)
i OLLL��
i
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE
TYPICAL ANCHORS: SEE ELEV.FOR SPACING vi
1/4" DIA. TAPCON BY 'ITW' (Fu-us Kst Fy=1oo KSI)
10 f2 )r/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI.Fy-155 KSI) H
a O t4 INTO 213Y WOOD BUCKS OR WOOD STRUCTURES
O B 1-1/2" MIN. PENETRATION INTO WOODm
8 sn a
14 THRU 1 BY BUCKS INTO CONC. OR MASONRY O o M
N 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O
is 2t DIRECTLY INTO CONC. OR MASONRY z 3Lj
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
0�
1 1014 SYS OR SELF DRILLING SCBM (MADE 2 CRS) t U S
j INTO METAL STRUCTURESSTEEL :
ALUMINUM/81/8" THKN IN. (6063-T5 1 MIN.) o
c = (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
� 1 X14 SMS OR SELF DRILLING SCREWS (GRADE 2 MRs)
INTO MIAMI-DARE COUNT!APPROVED MULLIONS (MIN. THK. 1/87 °�
(NO SHIM SPACE) c
0
1 8 Ed - ANCHOR EDGE DIST Nlx
' INTO CONCRETE AND MASONRY = 2-1/2" MIN.
is i tg INTO WOOD STRUCTURE = 1" MIN.
C 1 INTO METAL STRUCTURE = 3/4" MIN. o
2 1 14A � m
p WOOD AT HEAD. SILL OR JAMBS SG -O.SS MIN. i a
L CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. c
C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2OW PSI IN.
Elgr:JAVAD AtIMAD PRODUCT'REVISEO
n dn° CARL u90=0111)1%\vial the Florida
R ° d ° FLA. 70592 Building Cade ca -
° Acceptance No
E imtion Date iB
e d !
a SEALANT °y
a ALL JOINTS AND FRAME CONNECTIONS SEALED WITH E 2014 Miami a M drowittg no.
" SCHNEE-MOREHEAD SM5504 SEAM SEALER.
W13-08
sheat Q of 5
.. .. . . . .. .. .
. . . . . . . . . •
ITEM d PART RRQD. DESCRIPTION MATERIAL MANT./SDPPUER/REMARR8
• • • •
at _ ••FY101 1 FRAME HEAD W63-To a
• • • • • • • • FY115 1 FRAME SILL -_•-__- _ 6083-Ts -
• • • • • 415 •FY103 2 FRAME JAMB _ _8063-TB
• • ••• •• ••t• • FY104 1 FOXED MIO.RAIL 6063-T6 -
__5 FY105 I VENT TOP 6063-T8 -
8 VFY114 1 VENT BOTTOM RAIL ---. 8083-t8 -
U
•• • • • •• • • 7 • FY107 2 VENT SIDE RAIL 6063-T6 -
APPROVED
DAO£OVED MULWN �!
APCOUNTY + • • + • • • • 6• FY109 AS ROD. GLAZING BEAD(7/16'LAM.CLASS) 6063-TB - Qui da
A • ••• • • • • __-- _ -- .•__
SEE SEPARATE NOA •
TYPICAL V.FOR074�$ • • • • •• • 8 FY116 2/VENT SASH SLOP 6063-T5 - 8 ,
SEE ELEYSPACINIi •• • • • -- - --.--.
•• • • • • • _� 1 FDL MIG.RAE.REINFORCEMENT_ 6083-T8---
12 _ &=P 1/VENT SWEEP LATCH,CENTERED AT VENT--- ZMIAX SULLNAN&ASSOC. 0.a
�-_- 12a J".YE'5/e• z/LATCH I tarcH INST.scRLws __— sr.STEEL FH sols
-- 11 -_14 #8 X i' AS REOD. FRAME&VENT ASSEMBLY SCREWS CRS PH SMS
_. -— ------ LL v8 s
14A Q8 X 3J8' 2/VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMzS ..._.. �
15 E207 AS READ. BOTTOM RAIL SEAL-SEWES 101 NEOPRENE ULTRAFAB
11 1 16 E203 AS READ. GLAZING BFAD BULB SANTOPRENE ULTRAFAB
I I 11 18 Y723181 AS RE00. FIN SEAL w'SIRIPPING - lIL1RAFAB
11 11 .._...1FAT- 9 _--FY117 4/VENT SASH GUIDE CELCON Mdtld PLASTICS JV
L---I 19A #6 X 3/8' 1/GUIDE SASH GUIDE INST.SCR IN CRS OH SMS TIDE-B v J
20 F210 2/VENT SASH BALANCE - SUPERSOOST BY BSIVl
YANDOW WIDTH WINDOW WIDTH 20A B8 X 5/9' 1/BALANCE BALANCE INST.SCREW - P FH -__SMS - �
21 - AS REOD. GLASS SPACER SILICONE FRANK LOWE
�...22 1 5/16"BOX SCREEN .__._..___. _ OPDONAL
23 FY120 - FLUSH FRAME ADAPTER 8083-TB OPTIONAL
IYPMAL ANCHORS I ip M
SEE ELEV.FOR SPACING QOM m
Z u-
O1/4'MUt. $Z W
1/4"MAX. VENT WrnTH O -J
SHIM SHIMS i/4'MAX. W O
TYPoCAI.ANCHOR �SEE SSHIMI7-E1/. �
18 7 -•ID FOR SPACDiG
_ v,n TYP=&ANCHORS
v. SEE ELEV.
FOR SPACDIG
al t Q
Z a
STRUCTURE $
SCREEN 0P110NAL_-______ \-IBY
'.� WOOD BUCKS
v 2•�
14 EXTERIOR °
3c<
D.L.OPG,
Ems;JAVAD AHM PRODUCT REVISED ,F
WINDOW WNTH FLA.PE/NW Building Code the FloNde
1
CAN.1938 BzFfreltml Daly � ✓jB § g
BY
MiNu' da roduC a drawing no.
0
SZO14 W13-08
sheet 3 of 5
• . •.•
.. .. . . . .. ..: ...
. • •
. ... . • • • age t,
METAL �V ,�U•�,
•STRIiCiyRE • • • EF=_—�_______===--i'I
• • • s
TYPICAL ANCHORS . ORR''` • •�1 MWAtI—DADS COUNIY APPROVED j e�
SEE ELEV.FOR SPACING • '�F"•
• • • • .• I MULLION&MULLION ANCHORS I I Z
Ed • • •: 0 : • SEE SEPARATE NOA 'i O
Ed
� o
xg •• •• ••
ALT. so -- ----
d
TYPICAL ANCHORS
SEE ELEV.FOR SPACING
D Eg D on
t/a•1" O Z yy��
SfflMS ALT.
0
TYPICAL ANCHORS Y U 8
SEE ELEV.FOR SPACING n 6 W o m
4
D a
� o
a g C
D
d
D
O V
ALT. a
C C
µ N q
INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Eagr:JAM AMM PRODUCTRBVISBD d
CNd, as camyty m wi h tde Floffb
FTA PE70594 Building Cads
38 AecaPtmuc No 14'1212
p v
Ex tration Data 418 Al
By jO
° - hili dePmduct drawing na.
0 2 zoJ W13-08
o
}� osa • • pe
Z
,.sea
Iso • • • • ' •' '.i ' • •• 9{gD
^.53 2.750 .082 .•. .•. :.. ..' .:. '.' 1 14 F £i
2.8121.140
I C v
Q FRAME HEAD •" i i •'. •'• i" '•
1.202 --� • •.. • • • • • /. O a
2.874 • • • • • • • -_ pt -----
2,e8 O FRAME JAMB i a
-a
1375
toota Zz _d
1.422 .030 6.03 t Yt F
Q FIX. MEETING RAIL
1.047
1.340—
r
aao Q GLAZING BEAD
I
1.434 3E
1.250 .0$2 � 2� �
2.063
1.067 .082 1.140 14
i.'0-�1 .621 0
`J 0
® VENT TOP RAIL VENT SIDE RAIL v. _Z$
fes—•2.027
I .480-M / A U
I li
1.17 / O
2.773
1928 .002 1.750
10 MTG. RAIL REINFORCEMENT c
1.140
Q VENT BOTTOM RAIL VENT CORNER DETAIL z
2.974 f
o��
�o
�oQ
�2 c -
s.ao2 :.
2.688 FRAME CORNE--RS�I( Ngr:JAVAD 7pM�AO PRODUCTR VISPDCML vs e+
.062 �.3536 82 Bug g CDdDd h Qro Florida
�-- Acceptance No 14- D3 ,.
X74 .50D � txptretbn Data b$ ti $
.SW BY 1 uat dmw)r1g rro.
261 I
2.750
Q FRAME SILL zs FLUSH FRAME ADAPTER W13-08
sheat 5 of 5