WS-18-1311Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
Permit No.: WS-5-18-1311
Permit Type: Windows/Shutters
4
" WorkClassi catfan: Window/[toor Replacement
Permit Status: Approved
Issue Date:11/27/2018 1 Expiration: 04/02/2019
Parcel Number
138 NE 109 ST, Miami Shores, FL 33161-7042 1121360090130
Contacts
EAL INVESTMENT INC Owner EAL INVESTMENT INC Applicant
138 NE 109 ST, MIAMI SHORES, FL 33161 138 NE 109 ST, MIAMI SHORES, FL 33161
Other:7863160828 Other:7863160828
METRO CONTRACTORS INC Contractor
AMAT SERGIO FERNANDEZ
8435 NW 169 TER, MIAMI LAKES, FL 33016
Business: 9544106364
Other:7863066621
Description: CHANGE IMPACT WINDOW 1,2,3,4,5,14 CHANGE Valuation: $ 3,000.00 Inspection Requests:
NO IMPACT WINDOW 6,7,8,9,10,11,12,13 CHANGE TWO
IMPACT DOOR 1,3 Total Sq Feet: 0.00
14 WINDOWS TOTAL
AND 2 DOORS
Fees
Amount
CCF
$1.80
DBPR Fee
$3.90
DCA Fee
$2.60
Education Surcharge
$0.60
Permit Fee
$260.00
Scanning Fee
$3.00
Technology Fee
$2.40
Total:
$274.30
Payments Date Paid
Amt Paid
Total Fees
$274.30
Check # 1397 11/27/2018
$224.30
Check # 1667 05/16/2018
$50.00
Amount Due:
$0.00
Building Department Copy
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, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating co structi n and zoning. Futhermore, I authorize the above named contractor to do the work stated.
Authorized Signature: Owner ' / Applicant / ContractorV / Agent Date
November 27, 2018 Page 2 of 2
cll
Miami Shores Village RECEIVE[
Building Department MAY 16 2018
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 I
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 201--A
BUILDING
PERMIT APPLICATION
QBUILDING ❑ ELECTRIC
❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
Master Permit No. 10
Sub Permit No. 1 V� �� I
❑ ROOFING ❑REVISION ❑EXTENSION [::]RENEWAL
JOB ADDRESS: 138 NE 109th St, FL 33161
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:11-2136-009-0130 Is the Building Historically Designated: Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone:
OWNER: Name (Fee Simple Titleholder): EAL INVESTMENT INC
Address:13499 BISCAYNE BLVD # TS3
City: NORTH MIAMI
State: FL
BFE: FFE:
ne#:786 316 0828
Tenant/Lessee Name: Phone#:
Email: israelcamposdeleon@hotmail.com
33181
CONTRACTOR. Company Name: Metro Contractor Incorporated Phone#: 305 761 7937
Address: 5301 NW 158 TERRACE UNIT 301
City: MIAMI GARDENS State: FL Zip: 33014
Qualifier Name: Amat Sergio Fernandez Phone#: 305 761 7937
State Certification or Registration #: CGC1510337 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: 0 3 ' Square/Linear Footage of Work:
Type of Work: El Addition ❑ Alteration El New ❑■ Repair/Replace El Demolition
Description of Work: Change Impact Window (1,2,3;4;5;14) - Change NO impact Window (6,7,8;9;10,11,12;13)
Change two impact door (1,3). - lot n JcADS �
2�tn A 2 oorS',
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $
Permit Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
CCF $ CO/CC $
DBPR $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ �Z O
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Compan.y's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
Zip
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.
Signature Signatur ^'
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this
Cl , day of V-4 ey 120 IS by
And f t c, A v,C-VCJ a, , who is personally known to
me or who has produced e k i S Q as
identification and who did take an oath.
NOTARY PUBLIC:
Sign: �a..a-..�+�c�✓c�'-^
Print: l�«v1,tS�c� —�iiyl�c�fG
Seal: VANESSA Fl
MY COMMISSION
EXPIRES: Deem.
APPROVED BY
The foregoing instrument was acknowledged before me this
day of 20 , by
e�T:Fervtavde.6 who is personally known to
me or who has produced as
identification and who did take an oath.
PU
Sign:!
Print:
)y,A' Seal: Wv1si-e-Ex
NOTARYPUBLIC
z1QSTATE OF FLORIDA
r 9 Comm# GGI19046
7y,, Z
Plans Examiner Zoning
(Revised02/24/2014)
Structural Review Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowledgement:
Qualifier/Owner Signature Date Print Name
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS.
Permit application must be accompanied by:
❑ Two (2) copies of drawing of the building, showing location of the windows, doors and
shutters to be replaces.
❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval
number, size of each opening, (width and height), opening design pressures, and design
pressures for each component taken from the individual NOA, "Notice of Acceptance")
❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different
components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter)
❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and
doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative
windows shall be designed and constructed to comply with Chapter 16 of the Florida
Building Code, Building.
Exceptions:
2. Opening protection exception for High -Velocity Hurricane Zones. For one -and
two-family dwellings constructed under codes prior to September 1, 1994, the
replacement of exterior doors with glazing, sliding glass doors, glass patio
doors, skylights, and operable and inoperable windows within any 12- month
period shall not be required to have opening protection provided the aggregate
area of the glazing in the replaced components does not exceed 25 percent of the
aggregate area of the glazed openings in the'dwelling or dwelling unit.
n Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x
24" high)
❑ If Owner is doing the work, include the Owner Builder Disclosure.
❑ Require inspections: Buck (if greater than 1 x), Framing and Final.
THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND
SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT
ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS
SPECIFIED ON THE PRODUCT APPROVAL.
Revised on 7/22/2009;11/17/2014
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Building Review
Date: October 4, 2018
Permit Number: 18-1311
Rejection Comments:
1. Provide product approvals for windows and doors, including the garage door.
Leeend,
(A) Approved.
(P) Pending.
0L)-Z
Ismael Naranjo, BO
Building Director.
RECEIVED
NOV 09 2018
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Luis R. Lomas P. E.
1432 Woodford Rd.
Lewisville. NC 27023
Manufacturer: Masonite
Report #: 504A
r 336-945-9695 Date.- 12/29/09
Product: Single Door 3'x6'8"
Scope:
This analysis provides calculations, quantities. and spacing requirements for installing product to substrate, and it applies
only to the product described herein. These calculations comply with requirements of the Florida Building Code.
Drawings verification:
This analysis verifies anchoring for the following drawings:
DWG-MA-FLO120-05 DWG-MA-FLO130-05
DWG-NIA-FLO153-06 DWG-MA-FLO168-07
DWG-MA-FLO122-05 DWG-MA-FLO132-05
DWG-MA-FLO155-06 DWG-MA-FLO170-07
DWG-MA-FLO124-05 DWG-MA-FLO134-05
DWG-MA-FLO156-06 DWG-MA-FLO172-07
DWG-MA-FLO126-05 DWG-MA-FLO140-05
DWG-MA-FLO160-07 DWG-MA-FLO174-07
DWG-MA-FLO128-05 DWG-MA-FLO151-06
DWG-MA-FLO162-07 DWG-MA-FLO175-07
Anchors to be qualified:
• •
1. #10 Wood screw, for installation in wood frame substrates. • •
: • • • • •
2- 3/16" ITW Tapcon, for masonry installation
• • •
• • •
• •
Anchor capacity in shear condition:
Fastener type: #10 wood screw
• • • •
(NOS 2005,11.3)
•
Side member: Douglas Fir -torch
Main member: 5pruce-Pine-Fire
• •
Side member thickness: t, = 1.000 in
Main member thickness: t= 1.500 in
Side member dowel bearing strength: F�, = 4.650 psi
Main member dowel bearing strength: F_ • •3,360 psi
• • • •
Minimum required penetration: 1.330 in
Screw bending yield strength: F,S� • 80,000 psi
• • • •
Duration Factor: CD = 1.6
Tabulated lateral design value: Z• •101.0 lbs
Allowable Design Value: Z' = 171 Ibs/anchor Mode I' /
• • •
Fastener type: 3/16" ITW Tapcon N.O.A. 07-1126.10 • • •
Substrate: Hollow block
•• •
•• •
• • •
Minimum embedment: 1.25 in
• • •
Minimum edge distance: 1.13 in
Minimum C to C spacing: 2.25 in
Tabulated shear design value: Z = 112 Ibs
Actual C To C spacing: 3.00 in
Minimum edge distance: 2.63 in
C to C spacing factor: 1.00
Tabulated shear design value: Z = 197 Ibs
Actual edge distance: 2.50 in
Design value per interpolation: Z = 189 Ibs
Allowable Design Value: Z'= 189 Ibs/anchor
Minimum anchor capacity: 171 Ibs/anchor
Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations, minimum reouired anchors
Pressure against stops with bump threshold:
36.38 Design pressure: 85.0 psf
Ai,
79.25
L A2
At
Single. Pressure away from stops:
36.38
Ai Al 79.25
Max.
Anchor
Area
Load
Ind.
Cap.
Qty
Load
Zone
Z
(ft)
(Ibs)
(in}
O.L.
Result
(in)
(Ibs)
(Ibs)
A,
2.3
195
N/A
N/A
171
2
98
OK
A;
7775567
6.00
18.00
171
5
131
OK
Design pressure: 85.0 psf
Zone
Area
Load
Ind.
Max.
O.C.
Anchor
Result
Cap.
Load
z
(ft)
(Ibs)
{in)
Qty
(in)
(Ibs)
(Ibs)
At
10.0
851
1 6.00
1 18.00
1 171
1 5
170
OK
a„ -#7410V,1
IV
r- b ` STATE 0 F 4 � Luis R. Lomas P.E.
-' A, = a
zFL No.: 62514
f40RO�' \`�, 1/7/2010
Luis R. Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
i eviisOle. NC 27023 Report #: 504A
336-945-9695 Date: 12/29/09
Single. Pressure against stops with saddle threshold:
36.38 Design pressure: 85.0 psf
F Al7 \
A2 A2 7925
Area
Load
Ind.
Max.
Anchor
Cap.
QtY
Load
Zone
z
(ft )
(Ibs)
(in)
O.C.
Result
(in)
(Ibs)
(Ibs)
Al
2.3
195
N/A
N/A
171
2
98
OK
Az
8.9
753
6.00
18.00
171
5
151
OK
Anchor Locations:
36.38
18.19 —
6.00 TYP. — — 6.00 TYP. — — • •
I
i 6.00 —
1
13.45
MAX. O.C.
79.25
Note:
Anchor locations indicated in this document are the minimum required for the described product
exposed at the design pressure indicated herein.
2of2
toot••
•
toot••
toot••
• Y
toot••
• Y •
• • •
•• •
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•
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toot
toot
•
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•• •
• • •
• •
0\1i I I ///fir
.,.>, � . • � � N . � ,ram.
• t RT E OF
110
Luis R. Lomas P.E.
FL No.: 62514
1 /7/2010
F6'SIDE-HINGED WOOD -EDGE STEEL DOOR
(III-8" DOUBLE �DOOR WITHOUT SIDELIrES
�WITH!
-GENE�A;
N'07-ES
pam F- r 1) P. ojSC IN I.:;
..)
THE FLORIDA BULDING -XDC AND WHERE rl4ESSU-f*
REQUELNIVIIS AS I.,EItPMINEU �fy 45CE 7- -""PIN'Um
)FSI-,',N L-OA05 T"OR 6VLD;NG3 AND OTHER S-UCTURCS.
)OES NOT EXCEED IHL DESICII PRESSURES -!,3fEO
!7, NOT R'r,001r,",
CN
011/.QU. PANdLs. BUT 13 Hi-QUIRLD ON CLAZEn 5!DLt1rvs
ol ML HVHZ. Mf,I-,:ky PRIMED WORS hikltil -'-L
vaii !:ccrjo,j 22--;g, or fill ruc.,
POL ,R_ HANL CORE FLNM'=
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IETl*-IC. .)F 1:7:: r2emC IAATF.;!I,'-.
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1 0 77 IN/Mltl
SMt?YE DENS. A's; PA v 2,
ir(
in r A�lw
TR,-!C;7F AFT,-°
----- --- - ------
;43" MAX. OVERALL RIME WON
.,375" MAX. —1
;�:ANEL 57.5" ;OAX.
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BACK: JAMB 'JNITS ;I ::%1zD Will; 1" X 1/ -.-Mc
CC!RRUCAT_D E'AS-ENIERS C.00:ATFD FROM FAC.H FN0
AND UAXIMU41 -1" O. OR j; 1 G X FLAT HEAD 'WOOD
SCREWS LOCATED 6" FROM 'EACH END AND (MAXIMUM
i
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ANISI/AF&PA NDA FFOP. SOUTHERN P!NF LUMBER AMID ACHENEiviENT
OF 1 -1/2" MINIMUV EMBEJM[NI. IH- '1'APU)N MUST ACHIcVL
MIN'NUM EMBEOMEN If OF 1 - 1 /4".
4. WOOD BUCKS UY O l iC2:; MUST 8F_ ANCHORED PROPERLY TO
TRANSFER LOADS 1Q jUCTUkE.
I 7. MINIMUM :;FSc?'� •/A: I;!: STRENGTH C. F APJCF!ORS } 7I 1_0�.
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Silver Line Building Products Corp.
Locke Bowden P.E.
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History
Category: Windows
(334) 300-1800
Subcategory: Single Hung
-Approved by DBPR. Approvals by D8PR shall be reviewed and ratified by the POC and/or the Commission if necessary.
•
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-18240 • : • • • • •
The State of Florida is an AA/EEO employer. Coovrlpht 2007-2013 State of Florida.:: Privacy Statement :: Accessibllltv.Siliptem4t :: RefunR�Statealgrit
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do r�t�enjelectronic
mail to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts:
r" W ® it_hec;: M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_lst.aspx 10/22/2018
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
SILVER LINE; BEUIt-DINt:pRODUCTS CORP.
V1 SERIES/70 SEF?IES §NdLE9HUNG WINDOW (2127)
(l(IAPACT f;ZA*iED)(HVHZ)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E1886-05
• ASTM E1996-06/09/12
• AAMA/WDMA/CSA 101/I.S.2/A440-08
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT
APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR
AHJ.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: PVC
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC, WOOD
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23.
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
MAX OVERALL SIZE
CONFIG.
I DESIGN
PRESSURE
MISSILE
IMPACT RATING
WIDTH
HEIGHT
52"
".,
O/X
+55/-60 PSF
LMI/SMI
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES & GLAZING DETAIL
2
-
ELEVATION & ANCHOR LAYOUTS
3
-
VERTICAL SECTIONS
4
-
HORIZONTAL SECTIONS
S
HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES &
REINFORCEMENT DETAILS
43/64" O.A. I.G. LAMINATED GLASS
CONSISTING OF:
1/8" ANNEALED GLASS
7/32"STEEL SPACER
0 ANNEALED GLASS
0.09
0.09"SAFLEX PVBINTERLAYER BY
EASTMAN CHEMICAL COMPANY
3/32" ANNEALED GLASS
EXTERIOR 4/5�
INTERIOR
STEEL SPACER
1/8" OR 3/32"MIN. GLASS
BITE 7/16"
SETTING BLOCKW 995 SEALANT
GLAZING DETAIL 1
NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
Silver Line
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ONE SILVERUNE DRIVE
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FL III:
FL14911
DATE: U1.13.18
DWG. BY: CHK. BY:
HR I HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
OF 5
-
MAX. O.A FRAME
WIDTH 52'
MAX. D.L.O.
WIDTH 47.69"
A B
3 3
MAX. D.L.O.
.0.
HEIGHT 33.50" rc
4
MAX. O.A
FRAME
HEIGHT
73"
D
4
MAX. D.L.O.
X.
HEIGHT 33.50"
SINGLE HUNG WINDOW
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
.. .. . . . . .. . .
. . . . . . . . . .
. . . .
... ... . . .. ... . . •
•• • • • •• •.. .•
• .•. . . • • •. •
•• • • • • • ••• ••
3" MAX. 6" MAX. 6.21" MAX.
FROM �'{ O.C. FROM {�-
CORNERS I� CORNERS I
6" MAX.
O.C.
3" MAX.
FROM
CORNERS
ANCHOR LAYOUT
NAIL FIN - SINGLE HUNG WINDOW
NOTE:
ALL FASTENERS ABOVE
THE MEETING RAIL IN
THE INTERIOR JAMB
TRACK MUST BE FLAT HEAD
I-
12.50" MAX.
O.C.
6.25" MAX.
FROM CORNERS L
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ANCHOR LAYOUT
THROUGH FRAME - SINGLE HUNG WINDOW
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FL #:
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DATE: 01.23.18
DWG. BY: CHK. BY:
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SCALE: NTS
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SEE GLAZING
DETAIL, SHEET 1
0
INTERIOR
SEE GLAZING
DETAIL, SHEET 1
B/
(A) VERTICAL SECTION
3 NAIL FIN
EXTERIOR
f
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SEE GLAZING
DETAIL, SHEET 1
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SEE GLAZING
DETAIL, SHEET 1
I/
VERTICAL SECTION
3 THRU FRAME
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FL #:
FL14911
DATE: 01.23.18
DWG. BY: I CHK. BY:
HR HFN
SCALE: NTS
DWG.#: SWr)n5n
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
• •
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ONE SILVERUNE DRIVE
NORTH BRUNSWKK NI WW2
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BALANCERS DETAIL SHEET 1
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• • • • • • • DETAIL SHEET 1 BALANCERS
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INTERIOR
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HORIZONTAL SECTION
FL14911
DATE: 01.23.18
4 LOWER SASH
DWG. BY:
CHK. BY:
HR
I HFN
SCALE: NITS
DWG. a: SWD050
SHEET:
4
MIN. we"'RAIL
EDGE DISTANCE /' BY OTHERS
MIN.
EMBEDMENT
PERIMETER SEALANT 1/4" MAX,
BY OTHERS SHIM SPACE
EXTERIOR E5 INTERIOR
A VERTICAL SECTION
6 THROUGH FRAME (HEAD)
1/4" MAX.
SUBSTRAT HIM SPACE
By OTHE♦�\
INTERIOR
MIN. EDGE
DISTANCE
p HORIZONTAL SECTION
6 NAIL FIN (JAMB)
EXTERIOR
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
1/4" MAX.
• *SHIM SPACE
• : • :NTERLORS
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• • • 'FXTER}OR •
SUBSTRATE
• SCREIJI►IN THE INTERIOR
CHAPNp
• • IyiN.
EDGE DISTANCE
SCREW IN THE EXTERIOR
• • CVANNEL
•�• NRM
EMBEDMENT
HORIZONTAL SECTION
6 THROUGH FRAME (JAMB)
E VERTICAL SECTION
6 MEETING STILE
MIN. EMBEDMENT SUBSTRATE
//—BYOTHERS
0 2
Wa
1/4" MAX.
SHIM SPACE
EXTERIOR
INTERIOR
HORIZONTAL SECTION
6
NAIL FIN (HEAD)
REINFORCEMENT DETAILS
0 83" ---1 1--- 0.87" [— 0.34"
1=40.13"
INTERIOR 0'9 0•���
II 0.06" 0.87"
0.45"
OLOCK RAIL ALUMINUM DP O OUCK M NUMNG RAIL O ALU INUMFT RAIL &SASH
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM S12E LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT
DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM
WHERE SPACE OF 1/16INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
S. FOR MASONRY OR CONCRETE OPENINGS, 1X WOOD BUCK MAY BE USED (OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE
INFORMATION.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND
SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK, USE FLAT HEAD ANCHORS.
ANCHOR SCHEDULE
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
WOOD: MIN. SG = 0.55
M8 WOOD SCREW
1.5'
0.75,
PAN HEAD
NAILING FIN
3 THREADS MIN
METAL: 18 GAUGE Sorel,
MS TEK SCREW
PENETRATION BEYOND
0.50'
MIN. FY = 33KSI
METAL
010 PAN HEAD IN
1 5'
0.75
EXTERIOR CHANNEL
WOOD: MIN. SG = 0.55
010 FLAT HEAD IN THE
1.5'
0.75'
INTERIOR CHANNEL
N10 PAN HEAD IN
3 THREADS MIN
EXTERIOR CHANNEL
PENETRATION BEYOND
METAL
0.50'
THROUGH FRAME
METAL: 1S GAUGE SIN",
MIN. Fy = 33KSI
010 FLAT NEAR IN THE
3 THREADS MIN
INTERIOR CHANNEL
PENETRATION BEYOND
0.50'
METAL
CONCRETE: f-3000PS1
3116' ITW TAPCON
1.25'
1.75'
FLAT HEAD
MASONRY: CMU w ASTM
311W ITW TAPOON
125'
1.75'
C90 MIN. 2D00 PSI
FLAT HEAD
Silver Line
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ONE SILVERUNE NNE
NORTH BRUNSWKr, M 08902
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306 E DANA 8EA01, DANIA BEAW RBLW. 3]8
RIPE WIT. aF AUB40IRA11011 — 285711
FL #:
FL14911
DATE: 01.23.18
DWG. BY: CHK. BY:
SCALE: NTS
DWG. #: iwnnSn
I
N
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Of
398 East Dania Beach Blvd.
Suite 338
Dania Beach, FL 33004
954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Silver Line Building Products Corp.
V1 Series / 70 Series Single -Hung Window (2127)
(Impact) (HVHZ)
,
for
..
,
......
.
......
Florida Product Approval
••••
••..
:••••:
....
....
.....
FL# FL14911
••
'•••'
be be
00*4•••.••
:0 0:0:
•
Report No. 5486so.
......
11
Current Florida Building Code
• '
Method: 1— D (Engineering Evaluation)
Category: Windows
Sub — Category: Single Hung
Product: V1 Series / 70 Series Single Hung Window
(2127)
Material: PVC
Product Dimensions: See Installation Instructions, SWD050
Prepared for:
Silver Line Building Products Corp,
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer # 73778
Date: 01/23/2018
Contents:
Evaluation Report Pages 1— 3
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2018.04.19 00:55:47-04'00'
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Hermes'flNotAi�d; P.E.
Florida No. 73778
/ nA\\ BUILDING DROPS
6 A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
Manufacturer: Silver Line Building Products Corp.
Product Category: Windows
Product Sub -Category: Single Hung
FL#: FL14911
Date: 01/23/2018
Report No: 5486
Compliance Method: State Product Approval Method (1)(d)
Product Name: V1 Series / 70 Series Single Hung Window (2127)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 7$770 for Silver Line ••••••
Building Products Corp. based on Method 1d of the State of Florida Product AQVroval, Cwi&
Department of Business and Professional Regulation - Florida Building CorrVV�: W. �•�•�•
Hermes F. Norero, P.E. does not have nor will acquire financial interest in theaournpany*••..* .....
manufacturing or distributing the product or in any other entity involved ir?f jdbPprov$I grttgss of ••�••
.. .. ......
the product named herein. •••��� .
. . . . ......
This product has been evaluated for use in locations adhering to the Current Florida Bu:Ibtrtg' •
Code. 000090 ......
Limits of Use:
See Installation Instructions SWD050, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for
specific use parameters.
1. This product has been evaluated and is in compliance with the Current Florida Building Code,
including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the Current Florida Building Code and does not require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing SWD050 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions SWD050 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
//Q0AA\\
BUILDING DROPS
A Perfect Solution in Every Drop!
Certificate of Authorization: 29578
FL#: FL14911
Date: 01/23/2018
Report No: 5486
Quality Assurance: The manufacturer has demonstrated compliance of window products in Accordance
with the Current Florida Building Code and State Rules for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
Window and Door Manufacturers Association (FBC Organization #: QUA2515).
Performance Standards: The product described herein has been tested per:
• •
.•••••
•••••• • ••••••
•
•••• • •••• • •
Referenced Data: .... ,,,, ,,,•,
1. Product Testing performed by National Certified Tes1ing:Laboretories, Inc...:..`
(FBC Organization # TST1589) •• '• •�•• ••••••
•
Report: Dated: :��:•: ` •,
NCTL 110-16327-1 08/13/20:3 • • • ""'
Signed and Sealed by: Harold E. Rupp, FL PE No 15W, Sealed Date D2/06/r••••
NCTL110-16327-2 11/05/2013 0000•0
•
NCTL110-16327-3 08/13/2013
Installation:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E1886-05
• ASTM E1996-06/09/12
• AAMA/WDMA/CSA 101/I.S.2/A440-08
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization #: QUA2515)
3. Material Certification
Miami -Dade County Notice of Acceptance
Eastman Chemical Company (Previously Solutia)
Saflex (Vanceva Composites) PVB Interlayer
4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance
with AAMA 303
Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation
requirements.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3