WS-14-212 (3),-7 /?�dq 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756,8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
FBC 20
Permit No.
42014
Master Permit No
ROOFING
JOB ADDRESS: 11 �4_ N rG I d 1 `1--1 Gj -
City: Miami Shores County: Miami Dade Zip: J?J I (D
Folio/Parcel#: - IZ/ U ' g eYI&
Is the Building Historically Designated: Yes f NO Flood Zone: l%l 0
OWNER: Name (Fee Simple Titleholder): CALu k— 4- V tC> tom- e AMA -7 Phone#: ZuS -528
Address: I ( '4- N Q_- l O q TH ST
city: ,,U l A" l S t#oQ-fc d State:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: �wr / ,U 1yV!S &4 A47M�WL_Phone#:
Address:
W
City:
Qualifier Name:
State Certification or Registra. on #:
Contact Phone#: 70
DESIGNER: Architect/Engineer: _
rz= Zip: 39 bib
of Competency #:
Value of Work for this Permit: $_ Square/Linear Footage of Work:
Type of Work: ❑Addition IS Alteration ❑New *epair/Replace
Description of Work: ,
Color thru tile:
Submittal Fee $ ^6' Permit Fee $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
CCF $ CO/CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $
❑Demolition
-&- �0-- -.
Bonding Company's Name. (if applicable)
Bonding Company's Address , o
City State
Zip
Mortgage Lender's lQame (if applicable) VP,10 ID "A V— AA C C 00 -P -
Mortgage Lender's Address 2.414 G CA" E -L -o c GT `J k
City Gapojo aPrP i D-� State �AA l G Cg Ate) Zip 49 5 4 to
Application Whereby 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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 4 RECORD ;.A NOTICE OF
COMMENCEMENT MAY RESULT IN Y61 -JR VX — ' -G'' ;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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is iss d. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be c13a ed.
Signature Signature
y
Owner or Agent ti - a Contractor a ,
The foregoing instrument was acknowledged before me this
day ofJ , 20 , by X11 t &OM �-- ,
who is perso y known to me or woo has produced x
As ide"
~LM A _
The foregoing instrument was acknowledged before me t
day of vcri 20, byAO�f ' ,
who is -personally -known to -me or vvN has. prgduced
_ _ a an oath.
NOTARY PUB =fir NO
*: my CommlS5ION # EE85$O7
IT
EXPIRES January OB. 2017
,'• •f!,,• 153 Fbr�dallote,yse,v�e.Cam
Sign• 71 Sign
Print: f '�i�`� q Print:
My Commission Expires: 0 ] IF ' l 14yy C
APPROVED BY
Structural Review
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
J
# EE858076
v ()6.2017
Expires.
Zoning
Clerk
Maspngsong
NE109S
ni Shonms FL 33161
NUl.masoegsong@gmall.com
321-6552
1 50% - 25% - 250/o
ES1000 IMPACT RESISTANT SINGLE HUNG WINDOW 12B X 48
ES1000 IMPACT_ RESISTANT SINGLE HUNG WINDOW 16 X 48
STANDARD WINDOW AND DOOR INSTALLATION
INCLUDING STUCCO, PLASTER AND FINISH. (PAINT
NOT INCLUDED).;,
PERMIT PRYING AND NOTICE OF
COMMENCEMENT COUNTY RECORDING. (PERMIT CITY
FEES TO BEPAIQ$YQWNER)
11/20/2013 1599
117 NE 109 ST
5 335.258
1,676.29
1 252.65
252.65
1 950.00
950.00
11 250.001 250.00
Total $3,128.94
SEE BACg FOIA;CUSTOMER AGREEMENT TERMSAND CONDITIONS
STATE OF • i .
PEPARTMMT OF BUSINESS AND PROFESSIONAL REGULATION
r' .e s rr BOARD 050) 487-1395
1940 NORTH MONROX
,
TALLAHASSEE
FL
783
PI MA, NORGE
OCRAN BUILDINGGROUP,
e15.4M 67 STREETX
AXI FL 33166
j
f..
C€an3graiuiaticinsl With this license you become one of the nearly one million
i=londlans licensed by the Department of Business and Professional Regulation.
Our prafesslaraals and businesses range from architects to yacht brokers, from
boxers to barbeque rsstattrants, and they keep Florida's w4homy strong:
Every day we work to improve the way we do business in order to serve. you better.
For Information about our services; please log,onte www.myfioridaticanse:corn.
There you can find more information about our divisions and the regulations that
l
i
Impact you, subscribe to department newsletters and learn more about the
<Q
Departittents initiatives.
Our mission at the Department is: License Efficiently, Regulate Fairly. We
constantly strive to serve you better so that you can serve your customers.
Thank you for dicing business in Florida, and congratulations on your new license!:
�T
n
DETACH HERE
$T
:Q, FLQ
T, ONT AND ION
w.,...
12070301
- 29
rC ,
3
=71.'S,:%�.A.A+i: iY'� Mf AAA
�;
3-
�` �i.�i/, y�, r (�� i Lha r� by
2 � � ' /�`� f i'"ui xJ�9 �k
a
January 8, 2014
City of Miami Shores
Building Department
Miami Shores, FL
Attn.: Building Official
Re: 117 N E 109th Street
Miami Shores
Dear Sir/Madam:
All"LLS
structural systems, Inc.
440 East Sample Road, Suite 207
Pompano aeach, Florida 33064
T. 954-781-5399 F: 954-781-0806
structural systems. Inc• has performed rational analysis on the above
referenced project. The following are the design parameters used:
• Florida Building Code 2010
• ASCE 7-10 Loading, per FBC 2010
0 175mph, Exposure C, Enclosed,
o Internal Pressure Coefficient= +/-0.18
o Roof Live= 30psf, Dead= 25psf
Calculations are attached, 2 pages including this cover letter.
Please call with any further questions or comments.
Best Regards,
structural sysms, Inc,
,t
!08/2014
George A.4' eged us, P. E., S. 1.
President,
PE# 55477, SI# 7002833
CA#8417
GAH/gah
'PNTHOA1yy,
ZENS K,6)
No. 55477
* * ?*
STATE OF
;P•.........• t�►
MSCAWind Vermion 2.1.1.4 ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com
Date 1/7/2014 Project No.
Company Name Structurla Systems, Inc Designed By
Address 440 East Sample Road #207 Description 117 North East 109th Street
City Pompano Beach Customer Name
State FL Proj Location Miami Shores, FL
File Location: C:\Documents and Settings\Chris Zetwick\My Documents\Landmark\Masongsong\calcs
\wind.wnd
Rwf Wt �*
shown
F�
5,
4 4
5 5
W,
a
MyRoof 7<8<---27
Wind Pressure can Components and Cladding (Ch 30 Part 1)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Width
of Pressure Coefficient
Zone
"a" =
4.8 ft
Description
Width
Span
Area
Zone
Max
Min
Max P
Min P
--------------------------------------------------------------------------
ft
ft
ft"2
GCp
GCp
psf
psf
Enter C&C Desc.
5.00
10.00
50.0
1
0.36
-0.83
18.34
-34.28
opening
2.00
3.00
6.0
4
1.00
-1.10
40.05
-43.45
opening
2.00
3.00
6.0
5
1.00
-1.40
40.05
-53.63
door
6.00
7.00
42.0
4
0.89
-0.99
36.32
-39.71
door
6.00
7.00
42.0
5
0.89
-1.18
36.32
-46.16
Khcc:Comp. & Clad. Table 6-3 Case 1
Qhcc:.00256*VA2*Khcc*Kht*Kd
0.85
33.94 psf
�1TH fty`G n6�
D
No. 55477
A 110
%STATE OF
® ®w '• !A�
cMM_
s�®NAL? ,
20����������A�AF�
MIAM -:MDE MIAMI DADE COUNTY
e PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.nt!amididc.gov/economy
ES Windows, LLC
10653 N.E. Qaaybrldge Ct.
Miami, FL 33138
SCOPE:
This NOA is being issued under the applicable rules and regulations governing 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 (In Miami Dade County) and/or the ARY (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 material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, -and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "1000/1050" Aluminum Single Hung Window — L. M. L
APPROVAL DOCUMENT: Drawing No. W03-56, titled "Series -1000/1050 AIum. Single Hung Wdw.
(L.M.1)", sheets 1 through 8 of 8, dated 07/31/03, with revision H dated 12/07/11, prepared by Al Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control
Renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and 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 tiled 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 literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA# 12-0223.42 and consists of this page 1 and evidence pages E-1, E -2 -and E-3, as
Avail as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 13-0617.27
Expiration Date: November 06, 2018
Approval Date: September 19,2013
Page 1
ES Windows. LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWi3YOS
I. Manufacturer's die drawings and sections.
(Submitted under NOA No. 09-1008.05)
2. Drawing No. W03-56, titled "Series -1000/1050 Alum.. Single Hung Wdw. (L.M.I)",
sheets 1 through 8 of 8, dated 07/31/03, with revision H dated 12/07/11, prepared by
A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted under previous NOA No. 12-0223.42)
B. TESTS
1. 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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411
3.2.1, TAS 202-94
along with marked—up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FT"815 and FTL-5337, dated 02/13/09 and 01/25/08 respectively, both signed and
sealed by Michael R. Wenzel, P.E.
(Submitted un der NOA's No. 09-1008.05 and 07-0928.14)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 20194
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411
3.2.1, TAS 202-94
along with marked up drawings and installation diagram of an aluminum single hung
window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.
HETI-05-1448 and HETI-05-1953, dated 04/22/05 and 04/25/05 respectively, both
signed and scaled by Ivonne Ghia, P.E.
(Submitted under NOA No. 05-0720.01)
Manuel kerez,n.
Product Control Exam'
NOA No. 13-0617.27
Expiration Date: November 06, 2018
Approval Date: September 19, 2013
E-1
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNmam)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411
3.2.1, TAS 202-94
along with marked—up drawings and installation diagram of an Aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3820 and FTL-3806, dated 06/09/03, all signed and sealed by Joseph C. Chan,
P.E.
(Subnutted under NOA No. 03-0910.03)
C. CALCULATIONS
Anchor verification calculations and structural analysis, complying with FBC 2010,
prepared by Al—Farooq Corporation, dated 12/09/11, signed and sealed by Javad
Ahmad, P.E.
(Subinitted under previous NOA No. 12-0223.42)
1. Glazing complies with ASTM E1300--04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17.
2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont ButaciteO PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, and. of no financial
interest, dated 12/08/11 and 06/05/13, signed and sealed by Javad Ahmad, P.E.
(Submitted partially under previous NOA No. 12 0223.42)
Man el Pere, P. .
Product Control Ex a er
NOA No. 13-0617.27
Expiration Date: November 06, 2018
Approval Date: September 19, 2013
E-2
E S Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
2. Laboratory compliance letter for Test Reports No. PTL -5815 and FTL-5337, issued
by Fenestration Testing Laboratory, Inc., dated 02/13/09 and 01/25/08 respectively, all
signed and sealed by Michael R. Wenzel, P.E.
(Subndtled under NOA's No. 09-1008.05 and 07-0928.14)
3. • Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D.
Gascon, P.E.
(Subndtted under NOA No. 09-1008.05)
4. Laboratory compliance letter for Test Reports No. HETI-05-1448 and HETI-05-
1953, issued by Hurricane Engineering & Testing, Inc., dated 04/22/05 and 04/25/05
respectively, both signed and sealed by Ivonne Ghia, P.E.
(Subndtted under NOA No. 05-0720.01)
5. Laboratory compliance letter for Test Reports No. FTL-3820 and i+". L-3806, issued
by Fenestration Testing Laboratory, Inc., dated 06/09/03, all signed and sealed by
Joseph C. Chan, P.E.
(Submitted under NOA No. 03-0910.03)
G. OTHERS
I. Notice of Acceptance No. 12-0223.42, issued to ES Windows, LLC, for their Series
"1000/ 1050" Aluminum Single Hung Window - L.M.I., approved on 05/17/12 and
expiring on 11/06/13.
I I toy Z2—
Manuel erez, .E.
Product Control RvanfinW
NOA No. 13-0617.27
Expiration Date:.November 06, 2018
Approval Date: September 19, 2013
E-3
ANN. GLASS
90' INTEIBAYER
}ITRYGIAS BY'D~
—1/11" ANN. QM
/DOW Comm 798/983
GLM TYPs AA!
1--1/8" " sTiwo. am
NEAT $I WO. WASE
.Smmm
DOW cofmc 788/983
I
LNG 798/983
ALT, - .em. G OPTTON
SQUARE GLAZING STOP CAN W USED
WITH ALL GLASS TYPES SHOWN ON
THIS SHEET.
Ix
0
SERIFS— 1000/1050 ALUMINUM SINGLE HUNG WINDOS9
DESIGN LOAD RAMOS FOR THESE WINDOWS TO BE AS PER
/32' NEAT S M*D. CUM
GLA88 TYPE
8/32• HIM STREN'0. CLAS
080' INTEWAYER
OBD' INTEIIAYER
SENTRYGTAS BY 'OUPONT'
BUTA= PO BY 'WIGHT'
mmmi-DARE COUNTY APPROVED MULLIONS IN BETWEEN.
1/B^ HEAT STFam. NABS
I
snxm
OOW COR ma 798/983
SIUOOHETNI8
OOW CORNING 788/983
PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODEINCLUOtAtO HIGH VELOCITY 1HESE W1N
GLASS TYPE 'D'
GLA'LTNG 02=0
NEAT STREN'D. GLASS
90' mrdaAYER
XACITE M BY 'DUPONT'
-1/8' NEN' S mft mm
%o0W CORNING 798/989
TYPICAL EL£VATTON
SER@9 1000 (STD. SILL)
GLASS TYPE 'C'
SERIFS— 1000/1050 ALUMINUM SINGLE HUNG WINDOS9
DESIGN LOAD RAMOS FOR THESE WINDOWS TO BE AS PER
/32' NEAT S M*D. CUM
CHARTS SHOWN ON SHEET 2.
APPROVAL APPLIES TO SINGLE UMTS OR SIDE BY SIDE
080' INTEWAYER
COMLTINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER
SENTRYGTAS BY 'OUPONT'
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
mmmi-DARE COUNTY APPROVED MULLIONS IN BETWEEN.
1/8' HEAT MFZft. GLASS
LOWER DESIGN PRESSURE FROM WINDOWS OR MILLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
SIUOOHETNI8
OOW CORNING 788/983
PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODEINCLUOtAtO HIGH VELOCITY 1HESE W1N
HURRICA4IE ZONE (FIVHZj.
SHUTTERS
4
WOOD BUCKS BY Omm. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHO<1N ON DETAILS ANCHORS
EAlBEDMENT TO BASE MATETGAL SHALL RE BEYOND WALL O SSJIG OR STUCCa
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
GLASS TYPE 'TSI'
MATERIALS INCLUDING BUT NOT IJMITED TO STEAL SCREWS. THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MA7 SHALL MEET THE
REQUIREMENTS OF INE FLORIDA BLDG. CODE SECTION 2003.8.4.
lypjm E FYATION
CIES 1000 (1D -RISE Su)
R00UCI' RE %Vft
mwmWging with Ike PkPLAt a�
tgLdlal Code
&atttav os 2�
Ail, DsaePtad„dcn
s�
tE lflBllt�'E4 LARGE & SMALL MISSILE IMPACT. d a n
LAO Rio S
WAhlhslRslTBs
a1 �. 0i1 P WA W03-56
sheat 1 of B
JtJINDOW 9
WINDOW A -
• NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB.
LDaT RXTRRIOR(+) LOADS TO 90.0 PSF FOR STD. SILL.
RQUAL 1=118 Wu1DOWS
DEMON LOAD CAPACITY - PSR OU -R= SRL)
TTINDOW Dw.
Untm RD
_ TOP RAD.
IBAYY DUTY
TOP RAM
04159 TYPE olm TYPBB Ours Tm
k' . I Ir. 'm, v $ •R• W. V. v ra v
CADDI
I MW
Ex4(+)
1NG(-)
W4+)
INr.(-)
W4+
1NT.(-)
19-1/4'
20-1/2"
37'
4Y
49'
83-1
20•
(3)
70A
9o.D
BOA
90.0
amo
ou
70.0 8010 8010 9a0 BOA
90.0
70.0 a" 8010 o010 a"
no
7010 BOA am ou 8(LO
90.0
70.0 8010 80.0 9010 80.0
9010
70.0 80.0 NO 9010' 80.0
90.0
19-1/B•
28-1/x•
37'
42"
49•
83-1/8'
38-3/8'
(4)
70.0
8010
I a"
ou
8010
9"
7010 8DA 80.0 9010 Bao
9010
704 a" 80.0 00.0 GA
WA
70.0 BDA 80.0 9010 ou
90.0
no a" 80.0 90A WA
GOA
70.0 80.0 BOA 90.o 8010
9910
19-1/8'
26-1/2"
37" _
4x•
49•
63-1/e•
DO -5/8•
(3)
70.0
80.0
8010
9010
no
9a0
_ no 80.o- 80A 9010 8010
Sao
70.0 Bao WA 90A am
9010
7010 MA 80.0 90.0 80.0
9010
?0.0 WA 80.0 90.0 no
9010
70.0 WDA 8" 9010 BOA
90A
19-1/8'
26-1/2•
37•
4x"
49•
83--1/8^
68•
(8)
".0
WA
6a0
"A
"a
no
7a0 Bao aao Mo 8a0
90.0
7010 80.0 BOA 90.0 80.0
Mo
70.0 8010 Mo 9010 8010
8010
7010 a40 8010 9910 8010
9010
70.0 Bao 8100 GOA am
9910
19-1/e'
26-1/2'
37'
42'
49•
53-//8•
83'.
(8)
70.0
1010
80.0
90.0
a"
9010
7010 8010 80.0 9010 BOA
Mo
704 Mo 60.0 9a0 BOA
no
704 8010 80.0 90.0 W.o
90.0
70.0 80.0 80.0 NA 80.0
90.0
70.0 a" 800 90A SDA
90.0
19-1/8"70.0
28-1/2•
37"
42•
49'
63•'1/8'
(0)
BOA
8910
90A
800
WA
70.0 am 8010 9910 Bao
9a0
Tao Ban no we 8010
BOA
70.0 a.0 Bao Sao 8010
9010
7010 8010 6010 9010 WDA
90A
- MA
90.0
x8-1/2'
37'
42"
49'
63-1/8"aA
74-1/4'
(7)
7100
8010
BOA
WA
80.0
BDA
Tao BDA 8010 9010 a"
8010
70.0 8010 80.0 9010 6a0
BOA
70.0 80.0 8010 00.0 6"
9010
- - .8010
90.0
- -
o0.0
19-1/8"
28-1/x"
37"
42"
49'
w
m
WA
9010
- - - eao
9010
- - - - a"
Sao
- - 80.090.0
BOA
80.0
• NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB.
LDaT RXTRRIOR(+) LOADS TO 90.0 PSF FOR STD. SILL.
• NO. IN PARE4Di6WiS OIDICATE 140. OF ANCHORS PER JAMB.
LDSPP K=RIOR(+) LOADS TO 90.0 PWB FOR STD. 8I1..
d
m
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 3 SEC. OUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
kODUCPRAgalm
u ♦vmpiftob tbe•mr,"
FI
dca t
Z�
Aceeptnmft /glaltilvi
maoz
. fak, 701
Ppmucr
�l �3 dmWing no.
003-58
UNBQDAL-UTBS CORIM TYPRB) V==
DRSIGN LOAD CAPACITY - PSP OU -R&R SILL)
WINDOW mmS.
BTANDAAD
TOP RAD.
ISAYY DUTY
TOP RAIL
OLM Tm WJ8 Tym mm M1TP69
A 'B'. •r. v' o 'R' V. 'o', 'D' s 's•
710011 I
MEOW
E1O.(+)
1NT. -
W.(+)
1144-)
EM.(+)
INT.(-)
19-1/e
28-1/2'
37•
4e
49•
83-IIW
60-6/e'
(8)
4 70.0
so.D
BOA
0010
80.0
9010
Tao e0A - 8010 9010 8010
90.0
Tao 8" 8010 90.0 _ ODA
ou
7010 80A 8a0 90.0 80.0
8010
80.0 BOA • 9010 BOA
90.0
74A 80A 9a0 aO
9010
19-1/B"
28-1/Y
3i
42'
49•
6a•
(6)
8010
90A
"A
8010
9010
BOA WA o0.0 soA
ft;
20A
Ma a" 604 90.0 am
9010
BOA BOA ODA Bao
GO.O
-o
- - - 80.0
9010
10-1/8•
28•-1/2•
37"
42•
6r
(8)
70A
8010
a0A
ODA
8010
9010
70.0 8910 NA 1 9010 80A
90.0
7010 B0.o 80.0 90A 6010
80.0
Bao
90.0
19-1/8"
26-1/2'
37'
88"
(8)
700
80.0
80.0
9010
80.0
GOA
no BOA 8010 8010 pA
20A
Mo
Sao
19-1/6•
28-1/2'
74-1/4•
1 7910
8010
8010
9910
8910
o"
7aa �.0 9910 90.0 NO
9910
• NO. IN PARE4Di6WiS OIDICATE 140. OF ANCHORS PER JAMB.
LDSPP K=RIOR(+) LOADS TO 90.0 PWB FOR STD. 8I1..
d
m
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 3 SEC. OUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
kODUCPRAgalm
u ♦vmpiftob tbe•mr,"
FI
dca t
Z�
Aceeptnmft /glaltilvi
maoz
. fak, 701
Ppmucr
�l �3 dmWing no.
003-58
cvAm
` SEE M mSPAMKO—\
S �
a 11
0
0
wood L1UCR
I
:.y a. M.:ei. ��� .'y e•. .ag��• 6.v 1 a 44
• p• �. -° " TYPICAL. mI2
FOR SPACM
TYPICAL
SEE ELM FOR
WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: srE am FoR sPACIm .
ACONEM I= (F.=:77 Ica. FY -155 KM)
) BUCKS OR WOOD STRUCTURES
ENETRAMON INTO WOOD
KS INTO CONC. OR MASONRY
MOM INTO CONC. OR MASONRY
CONC. OR MASONRY
MEED INTO CONC. OR MASONRY
EI.F DRILLING SCREWS (%MM 2 CRS)
)E COUNTY APPROVED MUWONS (MIN. THK. _ .0
RUCTURES
hIN. (Fy = 36 KSI MN.)
'e" THK MIN. (6063-T3 MN.)
rACT WITH ALUMINUM TO BE PLATED OR PAINTED)
,Enor O13fAA!CE
AND MASONRY a 1-1/2" MN.
IUCTURE -1" MN.
IUCTURE — 3/4" MIN.
AD. SIL. OR JAWS Yo w 3000 PSI MN.
I.LED MM AT JAMBS I'm a 2000 PSI MW.
) FRAME CONNECTIONS SEALED WITH
LEAD SEAM SEALER 343304.
X 3/16r••ALES AT 4" FROM EAI•! END
' NQtCJ W=: I�A(2; SID
09
too,
Z
iif�S-Hll` d-41,11
drawing no.
WO3-56
sEE M". FOR SPACING
lay
1
W�OD suet
<•
Y
is
���r
®A
gL
onum w
I LATCH
I_`GJ
d 1
• ; Ed S IANC!
FOR SPACW
SERIES—•1060
VENT PATH StVEEP LATCHES
iz�
itabacrvo
�L�aHei
dtlemL
i•• oaun�>�Llin�aa B g� � �
i�
.14 8 0
1RQJ���
MM ®
PART I
I RRQO.
I)MMIMON
NATSNAL
6lANF./80PPLS6H/ABblAl6�
1
ES10Qt
1
FRMT HFAO
8083^78
2
ES1002
1
Fina SIU. (SUL)
W83-16
p, 0
2A
ES1101
i
FBAU9 SILL (w-fM)
8083 -TB
3
E810Q3
2
FRAISE ,NNS
8083-T8
-
4
ES1008
1
nm UM RAL. FOR SPMO LATCH)
808348
-
4A
ES1081
1
FWD HTO. RAL. (M SWEEP LATCH)
8083-78
-
8
931004
1
M. VENT TOP RAL. (ISR SPRINO LAYC H)
8083-T8
-
8A
932004
1
HFAVY DUTY VENT TOP RAL. (FOR 8PMW LATCH)
8083 -TB
88
ES1632
1
STC. VENT' TOP >9V1. (FOR SWEEP LATCH)
8083-T8
Lib
ESt8113
1
WAM DULY VENT TOP RAL. (FOR SWiMP LATCH)
8003-78•
8
E81008
1
VENT SOYM RAL.
8083-T8
-
7
ESIC07
2
VENT 810E RAR
8083-78
8
E81O08
AS RQM
OIAZBTO BEAD
8083 -TB
-
8A
ESI 103
AS RQD.
SQUARE 01AMO WAD
8083-18
-
9
RS1009
2/VENT
SMO LOADW VENT LNIC H
8083-78
AT 8' FROM ENDS
• 9A
3032
2/VENT.
SWEEP LaCH
z4w
AT 11' MOM EMS
93
#8 X 1'
2/ LATCH
LATCH INSTALIATICN SCR O
FH SNS
t0
ESIC12
I/fNCH
LAM SPRM
ST. STEEL.
1t
ES1O10
AS RM.
4IAZM UM
SOFT RIC
OUROMVM 70 SHORE'A
IIA
27-428
AS READ.
G AZM OASCET
EPON
0UR0IAM 80 SHORE 'A
12
is x 1'
20
FRAME B VENT A88L7dSI.Y SlX M
CRS
PH so
13
ESIOII
2/VW
SASH CAH
cam
-
14
43820-187 AS REQO.
PRE WWMff= WITH PLASTIC FIN
AMESMW OR EQLW.
18
Q3=190 AS READ,
F&W SLI, iY'SR8'M
-
0-l.ON2
18
-
2/ VENT
BLOCK k TAf:RLE SMARM
smm i20 BY w
17
-
2/ VENT
SPIRAL. BNAfIOE
-
IB
LS1013
2
SASH
-
19
E9t803
-
FLM FRAIIR ADAPTM
8083 -TS
OPIWM
20
1
9/i8° ROx &SEEN
-
OPTIONAL
SERIES -1000
SERIES --1050
.7ROOOC7'iTtl MWO
,%MWg F18Tw•R40u FIm9dt
9stdlag Cods
g
S
AeeeptescoNa
ti
M
�I
W
p, 0
x
B
ld7IRmi eP net as)s+•
R
^
LODUCT
3TdDIeCR
D4A10QRD
OTOPAOg no.
W03--56
SEE EtE& FOR WACINo-
.a s
u.e
ALT.
ALT.Ed
t9
a
r• •:o . ••v', b ANCHORS
a.ln. FOR sPactwc
=W APPROWD
rLUON ANCHORS
rfpwt. ,
SEE aft FOR
0
noigjcrRLIMWM
u comgl�9agwH§ do Flom
'1nWla<1 Code
4ec ryd�ace No
pt altno 0 '
uy _
W03-56
2a3o
JIM
.969.oe2
.719 .813
z190
-082
F. .800
L
1.,30
1.344
2.083
,.I�
1.344 .002
I 2A83��"
._
�1 �
1
'fir
2M2
2.288
8,3
.930 �
.013
.tIQ0
.837
O
� �
18
Q FRAME HEAD
19 Mm FRAME ADAPTER
Q VENT STD.y
1.830
gap
STD, VENT TOP RAR
® sakes -low
t.83o
1.130
SQUARE GLAZING STOP
$
0 � a
b
e
z,ea eta
1.122
.6
2.330
]-"
ta42 .082 t,4�
1.421
1.230 078
tas9
4.083
�b82
1.289 .080
.753 2=3
.062
11
-1$62
-
Q
�43L e%li
$
1.344
® FRAME 4WD
VENT LATCH
O KD TOP RM
BR
.992
® H.D. �-T P RAIL
.992
�
.328
U
.147
+:;,.747
BD3 �
�7
2.713
1.670St
,062 2. 81
gEll
t�
WEDGE*BW
m 10
GLAZINGGLAZING
o-�
.�
849•
.716
1.2,2
MEETING RAIL
® SEIeFS"1000
tats
MEETING RAIL
® SE(EFF.S-1080
N
813
A57 062 .9_
1.280
aae
2.11
082
813
1.434
7 VENT SIDE RAIL
O
d VENT BDTTGM RAIL
2.487
cai w0 wed�FT,
EAMO D29eo
2.487
.962
�'
Rddim Con
CWVar
a
3.127
,
.710
ta3s
P+n1 •. PRQm1fG7 R6H3s03
1'p¢,�'•, wmAT ,slmgm Fbft
7
gs
ag
874
1.879
.874
E1.670
t '
% 1 j
drowing no.
2.33,
2.331D1i
1c,C`,.•
W03-56
et 7 of B
�.;� FRAME M.L (STD.)
® FRAME S J. (M -MSE)
T ,ate
��n�e caeNEas oErai�
,noDucrnrnewe�
. ry`% 5
w,tb,aa Flo,P�t
qWg Codde
AaaeDlgPlC {�i0 ��
Dy a rddutt
LJ44 11 Of
e
MIT6
dfuwtng no.
W03-56
Ae