WS-18-1620Miami Shores Village
10050 N.E. 2nd Avenue NW
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Permit
Parcel Number
Permit No. WS- -4 8-1620'
Permit Type: Windows/Shutters
Classification: Window/Door Replacem
Permit Status: APPROVED
issue Date: 6127/2018
Expiration: 12/24/2018
Applicant
11200 NW 5 Avenue
Miami Shores, FL 33138-0000
3021360210890
Block: Lot:
PAUL LEWIS
Owner Information
Address
Phone
Cell
PAUL LEWIS
4320 CHARDONNAY Drive
ROCKLEDGE FL 32955-
Contractor(s)
KAMEL'S PLACE LLC
Phone
(305)206-1566
CeII Phone
Valuation:
Total Sq Feet:
$ 300.00
0
Type of Work: 1 WINDOW
No of Openings: 1
Additional Info: 1 WINDOW
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$0.60
$2.00
$2.00
$0.20
$110.00
$9.00
$0.80
$124.60
Pay Date Pay Type
Invoice # WS-6-18-67915
06/27/2018 Check #: 1221
06/12/2018 Check #: 1206
Amt Paid Amt Due
$ 74.60 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Window Door Attachment
Final
Review Building
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHA ICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFI
construction an
1g information is accurate and that all work will be done in compliance with all applicable laws regulating
above -named contractor to do the work stated.
,Su�v
urner / Applicant / Contractor
/ Agent
June 27, 2018
Date
Building ' epa r7 ent Copy
June 27, 2018 1
Miami Shores Village
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
BUILDING
PERMIT APPLICATION
(BUILDING n ELECTRIC ❑ ROOFING
[JPLUMBING ❑ MECHANICAL []PUBLIC WORKS
JOB ADDRESS: 11200 NW 5th Avenue,
City: Miami Shores
Folio/Parcell#:11-2136-021-0890
Occupancy Type:
Load: Construction Type:
OWNER: Name (Fee Simple Titleholder); Paul T. Lewis
Address: P.O. Box 254062 PAFB, FL. 32925
t R CE1'
JUN 12
Leh
FBC 20n
Master Permit No. )/. 1 S
Sub Permit No. `/11 k 6. LP 2.0
El REVISION ❑ EXTENSION ❑ RENEWAL
CHANGE OF ❑ CANCELLATION El SHOP
CONTRACTOR DRAWINGS
County: Miami Dade Zip:
Is the Building Historically Designated: Yes NO
Flood Zone: BFE: FFE:
City: PAFB
Tenant/Lessee Name:
Email:
State:
,,sue.
Phone#:
Florida
Zip: 32925 �J �J U /
Pe-fi" --Phone #:(3e5,)__75 -.7867
CONTRACTOR: Company Name: ___\P&
Address: I I 1-1 �t4.1-
"
City: t — 1
Qualifier Name:
State:
Phone#: ---
.1'
State Certification or Registration #: t. ( C_ / L a% SasCertificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Zip: / .
Address:
Value of Work for this Permit: $ 3 00
Type of Work: E Addition n Alteration
Description of Work: - W A. O ✓l/
Phone#: 30;�' t' /51 b4
City: State. :.___ __ Zip:
Square/Linear Footage ofjDdark:
Fl New air/Replace 1-1 Demolition
Specify color of color thru tile: I (�
Submittal Fee $ Permit Fee $ 1 Iv O. CZ CCF $ ^� CO/CC $
/�
Radon Fee $ 2 - DBPR $ G. - w Notary $
Scanning Fee $
Technology Fee $-_._
Structural Reviews $
Training/Education Fee $ Double Fee $
Bond $
TOTAL FEE NOW DUE $ - N�� U
(Revised02/24/2O14)
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
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. to they absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signatur
OWNER or AGENT
Theforegoing instrument was acknowledged before me this
day of �r2� , 20 IT , by
/, who is personally known to ....... who who i(re rsonally know)to
me or who has produced 17 alike 3 tite 1, as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC:
Signature
TOR
The foregoing instrument yr s acknowledged before me this
u
NOTARY PUBL
Sign:
Print:
Seal:
********
".'Y" , KATHLEEN KELLEY
+',
r 'A••
Commission # GG 058807
kof Expires December 29, 4)20
Bode! Thru Troy fain loco n.e 800.385.1019
APPROVED BY
Sign.
Print:
Seal:
day of //-6 , 20 /Q, by
Innelle P. 5unons
OTARY..P-USUC
'^STATE OF FLORIDA
"Comm# GG201715
ticE 1O Expires 4/17/2022
*irk********** ****44****************** **** ****f************
Plans Examiner
Structural Review
Zoning
Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner — Workers' Compensation Insurance •Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Horida Statutes. Fla. Stat. § 440.05
allows corporateofficers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner; must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer :is listed as an officer of the corporation in the records of the Florida
Department of State. Division of Corporations; and
3. The coiporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation -or limited liability company members are
allowed to be exempt. Construction exemptions are valid fora period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Yourcontractor is requesting a permit under this workers' compensation exemption and has acknow lcdgc that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your. project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SiGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ TIiIS NOTICE AND UNDERSTAND iTS
CONTENTS.
State of Florida ..
County of Miaii�i-DaJ.
The foregoing was acknowledge before me this \C( day of) , 20 t .
who is personally known to me
as identification.
has produced
". P''
r0`. <ic GINGER WRIGHT
* * MY COMMISSION # FF 188994
EXPIRES: January 12, 2019
+►io ,* Bonded Thru Budget Notary Services
trinel's Place LLC
8940 NW 9"' Court Miami, P1.. 33..50 Phone: (305) 206-.1566; Fax: (305) 693-4394
State Certified
General Contractrir/Roofing Contractor
CGC1512952/CCC/328324
06126/2018
State of: Florida
County of: Miami -Dade
kamelsp1ace(Pgrnail.00177
Before me this day personally appeared: Carlson Daniel who, being duly sworn,
deposes and say:
That he or she will be the only person working on the project located at 11200 NW 5th Avenue,
Miami Shores FL. 33138,
Contractor
Sworn to or affirmed) and subscribed before me this 025 day of 20 Jr,, jun esi
By Carlson Daniel
Personally known
Or Produced Identification
Type of ID Produced:
Print, Ty e or Stamp me of Notary.
Innelle P. Simons
NOTARY PUBLIC
STATE of FLORIDA
Comm # GG201715
4117/2022
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Curv-A-Tech Corporation
930 W. 23"' Street
Hialeah, FL 33010
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 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 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 "300 STD" Aluminum Single Hung Window - N.I.
APPROVAL DOCUMENT: Drawing No. W98-25, titled "S-300 (STD) Alum. Single Hung Wdw. (N.L)",
sheets 1 through 5 of 5, dated 03/25/98, with revision J dated 10/09/17, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
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 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 revises NOA No. 16-0627.07 and consists of this page 1 and evidence pages E-1 and E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
i /i
MIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.00v/economv
NOA No. 17-1025.08
Expiration Date: November 12, 2021
Approval Date: January 04, 2018
Page 1
Curv-A-Tech Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUB1VIIT'1 ED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA's No. 11-0816.07 and 98-0513.06)
2. Drawing No. W98-25, titled "S-300 (STD) Alum. Single Hung Wdw. (N.I.)", sheets 1
through 5 of 5, dated 03/25/98, with revision J dated 10/09/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
L-6515, dated March 18, 2011, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA No. 11-0816.07)
2. Test reports on: 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
F"TL-1957 dated February 25, 1998, signed and sealed by Gilbert Diamond, P.E.
(Submitted under previous NOA #06-1204.02)
3. Test reports on: 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-1958 dated March13, 1998, signed and sealed by Gilbert Diamond, P.E.
'(Submitted under previous NOA #06-1204.02)
4. Test reports on: 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-1962 dated March16, 1998, signed and sealed by Gilbert Diamond, P.E.
(Submitted under previous NOA #06-1204.02)
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1025.08
Expiration Date: November 12, 2021
Approval Date: January 04, 2018
E-1
Curv-A-Tech Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Test reports on: 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-1942 dated March 3, 1998, signed and sealed by Gilbert Diamond, P.E.
(Submitted under NOA #06-1204.02)
C. CALCULATIONS
1. Anchor verification calculations, structural analysis and complying with FBC 6th
Edition (2017), dated 10/06/17, prepared by A1-Farooq Corporation, signed and sealed
by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6th
Edition (2017) and of no financial interest, dated 10/06/17, issued by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0627.07, issued to Cury A Tech Corporation for their
Series "300 STD" Aluminum Single Hung Window - NI, approved on 09/15/16 and
expiring on 11/12/21.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1025.08
Expiration Date: November 12, 2021
Approval Date: January 04, 2018
E-2
53 1/8"
FALSE MUNTINS.
(SURFACE APPUED)
\ MAY BE USED
W
0
0
z
3 �
m
N
C_
a
0
0
cp
x
0.
0
-j
O
WINDOW WIDTH
48 1/8"
D.L OPG. (FIXED)
:._
—;
'/ II
iL
�_--JL----
---I --ir--r�--�r----
GLASS TYPESII
15EE CHART II
I
t SHEET 2
----1r--
it
II /
11
II
II
11
II
/.
%/ i i
II
11
--11-----
II
II
II
II
VENT WIDTH
oi
w
to it
0
ce
W 4
t/)
4" MAX.
HEAD/SILL
CORNERS
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
WINDOW HE
nco
c0
rn
Q
a
0
J
VENT HEIGHT
0.
0
- 1
0
TYPICAL ELEVATION CENTER ANCHOR AT HEAD & SILL
1 OVER 1 REQUIRED ON WIDTHS
GREATER THAN 30" ONLY
TESTED UNIT
SERIES 300 (STD) ALUMINUM SINGLE HUNG WINDOW
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER
MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY
APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS
SHOWN ON SHEET 2.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
53 1/8"
WINDOW WIDTH
48 1/8"
D.L. OPG. (FIXED)
`
'
B
i"
/.
voLASS TYPO
1 I SEE CHART
I
1
1
11
3
Ii SHEET 2 11
I
I
1
I
I
J
-
/- 11
/ili
/ II
II
II
---JL__--
--Ir— 7,--
II i,
II
I1 ,
II
II
'i
l
/148
1/8" ,
D.L OPG. (VENT)
50 1/4"
cz
�0
U
-o 4
VENT WIDTH
TYPICAL ELEVATION
1 OVER 1 4.
TESTED UNIT
DAY LIGHT OPG. DIMENSIONS 1/1 WDW.
WINDOW WIDTHS
D. L OPENINGS
19-1/8"
14-1/8"
26-1/2"
21-1/2"•
37"
32"
53-1/8
48-1/8`
DAY LIGHT OPG. DIMENSIONS 1/1 WDW.
WINDOW HEIGHTS
D. L OPENINGS
26"
9-3/4"
38-3/8"
15-15/16"
50-5/8"
22-1/16"
56"
24-3/4"
63"
28-1/4"
74-1/4"
33-7/8"
4" MAX.
HEAD/SILL
CORNERS
ID
U
W
0
0
0
J
0
E) 3
53 1/8"
WINDOW WIDTH
co
6 in
M
DSB
Gl
ci
a
0
TRUE MUNTINS
CENTER ANCHOR AT HEAD & SILL
REQUIRED ON WIDTHS
GREATER THAN 30" ONLY
11"
D.L. OPG.
50 1/4"
VENT WIDTH
TYPICAL ELEVATION
TRUE COLONIAL
TESTED UNIT
DAY LIGHT OPG. DIMENSIONS TRUE COLONIAL WDW.
D.L OPENING MAX. WIDTH = 11"
D.L OPENING MAX. HEIGHT = 13-7/16""
4" MAX.
HEAD/SILL
CORNERS
WINDOWS NOT RATED FOR IMPACT.
INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE
USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES
COMPLYING WITH HVHZ- REQUIREMENTS.
INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET
THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION.
*vith the Florida
filiildrag. Code
i'..eceptance No 17"/025.0$
E piration Date is/it/7/27j
By, S: fa / z1cup,
;Miianii Dade Pr act Control
THIS NOA IS NOT VALID WITHOUT CORPORATE SEAL
OF CURV-A-TECH CORPORATION AND A LABEL AFFIXED.
i
O co
M `
M
O.H
6
rN g
Vt
OW`{
O apQ g
O is ;
O
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ICEWILL a
ZH^a M
(ml
(
)
0
0
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J
6
co
m
rn
0o
co
m
o
0,
rn
col
co
co
C
0
N
'5
Iu
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
UPDATED TO 2017 FBC
d�
♦+ (0
O cl
c,3O
0
0
m
O
0
m
ro
'1
8
0
0
0
date: 03-25-98
scale: 1 /2 1-0"
v
drawing no.
W98-25
(sheet 1 of 5
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
NUMBER OF
ANCHORS/JAMB
1 OVER 1
TRUE COLONIAL
DSB-ANNEALED GLASS
3/16"-ANNEALED GLASS
1/4"-ANNEALED GLASS
DSB-ANNEALED GLASS
WIDTH
HEIGHT
pR, (+)
1 NT. (-)
EXT. (+)
1 NT. (-)
EXT. (+)
1 NT. (-)
EXT. (+)
1 NT. (-)
19-1/8"
26-1/2"
37"
53-1/8
26 "
4
55.3
78.0
55.3
90.0
55.3
90.0
53.3
78.0
4
55.3
78.0
55.3
90.0
55.3
90.0
53.3
78.0
4
55.3
78.0
55.3
90.0
55.3
90.0
53.3
78.0
4
55.3
77.7
55.3
90.0
55.3
90.0
53.3
78.0
19-1/8"
26-1/2"
37"
53-1/8
38-3/8"
6
55.3
78.0
55.3
90.0
55.3
90.0
53.3
78.0
6
55.3
78.0
55.3
90.0
55.3
90.0
53.3
78.0
6
55.3
77.7
55.3
90.0
55.3
90.0
53.3
78.0
6
55.2
55.2
55.3
76.7
55.3
76.7
53.3
64.8
19-1/8"
26-1/2"
37"
53-1/8
50-5/8"
6
55.3
78.0
55.3
90.0
55.3
90.0
53.3
78.0
6
55.3
78.0
55.3
90.0
55.3
90.0
53.3
78.0
6
55.3
68.2
55.3
90.0
55.3
90.0
53.3
78.0
6
40.1
40.1
55.3
62.6
55.3
62.6
52.9
52.9
19-1/8"
26-1/2"
37"
53-1/8
58 "
6
55.3
78.0
55.3
90.0
55.3
90.0
53.3
78.0
6
55.3
78.0
55.3
90.0
55.3
90.0
53.3
78.0
6
55.3
63.2
55.3
90.0
55.3
90.0
53.3
78.0
6
39.2
39.2
55.3
57.3
55.3
57.3
48.3
48.3
19-1/8"
26-1/2"
37"
53-1/8
63"
6
55.3
78.0
55.3
90.0
55.3
90.0
53.3
78.0
6
55.3
78.0
55.3
90.0
55.3
90.0
53.3
78.0
6
55.3
59.1
55.3
90.0
55.3
90.0
53.3
78.0
6
38.8
38.8
54.5
54.5
54.5
54.5
46.0
46.0
19-1/8"
26-1/2"
37"
53-1/8
74-1 /4"
8
55.3
78.0
55.3
90.0
55.3
90.0
53.3
78.0
8
55.3
64.3
55.3
90.0
55.3
90.0
53.3
78.0
8
51.3
51.3
55.3
85.1
55.3
90.0
53.3
78.0
8
-
-
50.0
50.0
50.0
50.0
-
-
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
a)
M
DSB ANNEALED GLASS
OR
3/16" ANNEALED GLASS
OR
1/4" ANNEALED GLASS
SILICONE
OSI HM-270
OR
OCI ORGASIL 2000
AT 1/4 POINTS ON LITES
WIDER THAN 36" ONLY
GLAZING DETAIL
-/Di[5. 0e
Expiration Dace rl/1ZJ ZOi/
By 5• {a"g ZilecO
Mimi Dade Product. Control:
````�1tiIlrlrrrr��%
CENSA
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0
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(
FAX. (305) 888-9969
TEL (305) 888-9631
iA
0
.y
L
C
O
o.
0
0
REV. PER RER COMMENTS
NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
T
O
0
0
ri
r
0
to
C_
0 0
N
0
0
0
O
I
x
m
a,
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17
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0
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0
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drawing no.
W98-25
sheet 2 of 5
EDGE DIST.
1BY
WOOD BUCK
•4 4 a'
4` Q�
a.'"4
4
TYPICAL ANCHORS
-SEE ELEV.
FOR SPACING
4 4
WINDOW HEI
EXTERIOR
2
to
o_
a
0
J
OPTIONAL TO
BOTTOM LATCH
0
J
0
7/8" X 2-3/4"
OPEN CELL FOAM PAD
AT EACH WEEP SLOT
4 �l
iI
VENT HEIGHT
x
rn
.4
'A .
4
A •
Q �• z ' • N
a
EDGE DIST.
4
r
44 .
.4 . a
5 \TYPICAL ANCHORS
SEE ELEV.
\J FOR SPACING
TYPICAL ANCHORS
SEE ELEVS.
FOR SPACING
METAL
STRUCTURE
EDGE
DIST.
2
MIAMI-DADE COUNTY APPROVED
MUWON & MULUON ANCHORS
SEE SEPARATE NOA
EDGE
DIST. 4
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
I1
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY CURV-A-TECH
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
1BY
WOOD BUCK
EDGE DIST.
SEALANTS:
FRAME CORNERS, FRAME SILL INSTALLATION SCREWS,
VENT CORNER SEAMS AND FIXED MEETING RAIL AT
END SEALED WITH 'SCHNEE MOREHEAD SM 5504'
SEALANT. OR EQUIVALENT
WEEP HOLES:
wi = 1-1/2" LONG WEEP NOTCH AT 2-3/4" FROM
EACH END
W2 = 1-3/4" X 3/16" WEEP HOLE AT 3-1 /2" FROM
EACH END
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1 /4" MIN. EMBED INTO ' BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS)
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1 /8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(SIEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
#12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
(NO SHIM SPACE)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
PRODUCT REV.SiD
as cnr.;siyin with the Florid±e
B
Acciept n(c.No rl-I0ZS.D
!�
Expiration Date Ph! L12o2.1
By Si ?n,/ ZI ao
Miami Dade Product Control
i
•
01111IIII111,
0592
•
TE OFONAL
sumo
: 4
COMP-ANL\W98-25CT
CORPORATION
FAX. (305) 888-9969
TEL (305) 888-9631
rTh
co
0
.5
0
O
0
a
U
a»
REV. PER RER COMMENTS
NO CHANGE THIS SHEET
T
d
0
N
0
0
0
0
10
N
n
0
0
0
aL
0
m
m
0
t
g
0
1.
dT
0
drawing no.
W98-25
(sheet 3 of 5
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1/4" SHIM
MAX.
BY WOOD BUC
STRU
w
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
MIAMI—DADE COUNTY
APPR,D MULLION
SEE SEPARATE NOA
WINDOW WIDTH
EXTERIOR
VENT WIDTH
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WINDOW WIDTH
ITEM #
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANUF./SUPPLIER/REMARKS
1'
C-3001
1
FRAME HEAD
6063—T6
—
2
C-3002
1
FRAME SILL
6063—T6
—
3
C-3003
2
FRAME JAMB
6063—T5
—
4
C-3004
1
FIXED MEETING RAIL
6063—T6
—
5
C-3005
1
SASH TOP RAIL
6063—T6
—
6
C-3006
1
SASH BOTTOM RAIL
6063—T6
—
8
C-3007
2
SASH SIDE RAIL
6063—T5
—
9
#8 X 1"
AS REQD.
ASSEMBLY SCREWS
—
P.H. SMS
10
C-3085
4/ VENT
FACE GUIDES 3" FROM ENDS
NYLON
—
11
C-3009
2/ VENT
SASH LATCH AT 6-1/4" FROM ENDS
6063—T6
WITH S.S. LEAF SPRING
11A
—
2/ VENT
SASH LATCH AT 6" FROM ENDS
—
SULLIVAN AND ASSOC.
11 B
#8 X 3/4"
2/ LATCH
LATCH INSTALLATION SCREWS
—
F.N. SMS
12
3017—G
AS REQD.
FIN SEAL PILE
—
ULTRAFAB
13
C-3011
AS REQD.
BULB WEATHER STRIP, DUROMETER 7015 SHORE A
VINYL
CENTRAL PLASTICS
14
—
AS REQD.
EPDM
—
SETTING BLOCKS, DUROMEIER 8015 SHORE A
15
—
AS REQD.
ALUM GLAZING BEAD
ALUMINUM
ROLL FORMED
16
—
2
BLOCK & TACKLE BALANCE
—
5/8" BOX, BLANCE SYSTEMS OR EQUN.
17
C-3010
AS REQD.
HORIZ. MUNTIN
6083—T6
—
18
C-3014
AS REQD.
VERT. MUNTIN
6063—T6
—
1/4" MAX.
SHIMS
1BY
WOOD BUCKS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
fa, 3
a
34 con i)! J i:i'a with the F i)tid :
�,Lilfi t; Coda.
Acceptance Pilo11-ID _025)
Expiiation Date // UZI
By _z1�
Miami Dade Product Contra)
COMP-ANL\W98-25CT'
c9
z
ALUM SINGLE
0
O
M
I
N
d)
c
0
L
FAX. (305) 888-9989
TEL (305) 888-9631
c
O
0.
0
O
'D
d
0
0
NO CHANGE THIS SHEET
W
REV. PER RER COMMENTS
NO CHANGE THIS SHEET
0
N
O
N
aS
0
ro
0
0
m
4o
8
n
O
0
0
0
2
m
N
0
0
v
f^�
)
drawing no.
W98-25
sheet 4 of 5
1.594
2.050
812 .062
' 1.250 ¢
FRAME HEAD
C-3001
6063-T6
9 .062
1.094
1.046
FIXED MEETING RAIL
C-3004
6063-T6
SASH TOP RAIL
C-3005
6063-T6
}HOOK LOCK
C-3009
6063-T6
.062
SASH BOTTOM RAIL
C-3006
6063-T6
1_1.3761
.812
062
F I .500
HORIZ. MUNTIN
C-3010
6063-T6
.062
.750
1-=-- 2.062
!L.L
C-3002
6063-T6
2.173
1.376
.500 I
VERT. MUNTIN
C-3014
6063-T6
-=-{ 1.062
.062 .812
SASH SIDE RAIL
C-3007
6063-T5
FRAME JAMB
C-3003
6063-T5
FRAME CORNER DETAIL
VENT CORNER DETAIL
MUNTIN COPING DETAIL
1:3 with the Florida
Building Code
Acc=.ptsnce No ijt 1
Expiration Dae
By Sr !rang Zhcto
t.ti i D;e4e P odnct Covirol
1
0%111 Mil
�� ,�'•' �GENc'•
70592
C
U
(H
oa
a
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FAX. (305) 888-9969
o_
O
r4)
N)
t
01
C
0
01
d
0
0
Q
0)
a
Z
NO CHANGE THIS SHEET
W
0
p�
t
REV. PER RER COMMENTS
NO CHANGE THIS SHEET
0
0
01
to
0
ri
0
AO
0
0 0
to
cc;
n_
OI
0
0
O
0
x
0
N
v
drawing no.
W98-25
(sheet 5 of 5