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398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
RECENED Of
AUG 3 0 2018 Silver Line Windows & Doors
Permitting Department V3 Series/ 70 Series Gliding Patio Doors (5800)
-t 1-ucle county
for
Florida Product Approval
FL# FL14998
Report No. 5212
Current Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Exterior Doors
Sub— Category: Sliding Exterior Door Assemblies
Product: V3 Series/70 Series Gliding Patio Doors (5800)
Material: Vinyl
Product Dimensions: Refer SWD039 For Dimensions
Prepared For:
Silver Line Windows and Doors
One Silverline Dr.
North Brunswick, NJ 08902
Prepared by:
Hermes F. Norero, P.E.
Florida Professional Engineer#73778
Date: 10/19/2017 ��� SES F. O 10
Contents: �``���••�•• •��O'�
Evaluation Report Pages 1—3
7
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S/ONAU E?
Digitally signed by Hermes F.Norero,P.E. Hermes�OWWo, P.E.
Reason:I am approving this document Florida No. 73778
Date:2017.10.21 17:17:34-04'00'
1
BUILDING DROPS FL#: FL14998
(/A\\
A Perfect Solution in Every Drop! Date: 1
017 16 Report No:o: 52 52122
Certificate of Authorization:29578
Manufacturer: Silver Line Windows& Doors
Product Category: Windows
Product Sub-Category: Fixed
Compliance Method: State Product Approval Method (1)(d)
Product Name: V1 Series/50 Series Gliding Patio Doors(5800)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line
Windows& Doors based on Method 1d of the State of Florida Product Approval, Florida Department
of Business and Professional Regulation - Florida Building Commission.
Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions SWD039, signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
excluding 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 in Wind Zones 3 or less.
5. Site conditions that deviate from the details of drawing SWD039 require further engineering
analysis by a licensed engineer or registered architect.
6. See Installation Instructions SWD039 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 3
1
BUILDING DROPS FL#: FL14998
A Perfect Solution in Every Drop! Date: 10/19/2017
Report No: 5212
Certificate of Authorization:29578
Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Quality Assurance Entity through
Window and Door Manufacturers Association (FBC Organization#QUA2515).
Performance Standards: The product described herein has been tested per:
• AAMA/WDMA/CSA 101/I.S.2/A440-11
• ASTM E1886-05
• ASTM E1996-12
Referenced Data:
1. Product Testing performed by Architectural Testing, Inc.
(FBC Organization# TST1795)
Report#:ATI 72469.01-109-47 Report Date:04/02/2015
Report#:ATI 99155.08-109-47 Report Date:04/02/2015
Report#:ATI 80265.01-109-47 Report Date:04/02/2015
Product Testing performed by Testing Evaluation Lab, Inc.
(FBC Organization# TST4317)
Report#:TEL 01410069 Report Date: 04/02/2015
2. Quality Assurance Entity
Window and Door Manufacturers Association
(FBC Organization#QUA2515)
Installation Method: Please refer to installation instructions,SWD039,for anchor methods,selection,spacing,
edge distances, embedment's and further details of installation.
Design Pressure: Please refer to installation instructions, SWD039,for mull combination grouping,
configurations,and corresponding design pressures.
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 3
SilverLine
SILVER LINE WINDOWS AND DOORS
V3 SERIES/70 SERIES ONE SILVERLINE
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NOR BRUNSWICK,NJ 08902
GLIDING PATIO DOORS (5800) PH R002M 4229
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GENERAL NOTES:
TABLE OF CONTENTS C Z 3 s Z
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SHEET REVISION SHEET DESCRIPTION J W ;
1. THE PRODUCTSHOWN HEREIN IS DESIGNED AND W d p Do
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION I - GENERAL NOTES&GLAZING DETAILS LO Z m'
FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING: 2 - ELEVATIONS&ANCHOR LAYOUTS p (\
• AAMA/WDMA/CSA 1O1/I.S.2/A44O-11 3 - VERTICAL SECTIONS "' o_
• ASTM E188"S F § i
• ASTM E1996-12 4 - HORIZONTAL SECTIONS
' REMARKS BY DATE
E 2. ADEQUACY OF THE EXISTING STRUCTURAL 5 - INSTALLATION NOTES&ANCHOR DETAILS&SCHEDULE
6TH fBC EDITION FM 10/17
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 DESIGN PRESSURE TABLE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
y INSTALLATION. soswuR 8EREPWD ox•uir
E SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING "-UT WRI-El—ENT O
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND .'nor iTON,Hrsooc�rmrE'rn-HO i�,o MK,
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 95.5"X 81.5" XO +50/-50 PSF MISSILE SIZE D WIND ZONE 3 M
JI STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE19"I'la 119,
rpPy��s F.Norero,P.E.
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD easoZrovuitfltM/ merit
FOR THE PROJECT OF INSTALLATION. ate$
4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
Z:' O
SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE t 7
FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC -0 j T JY z
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ �O•.• P••• ILLI
AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO
8 BE OBTAINED FROM MIAMI-DADE RER OR AHJ. 1"O.A.LG �� (L`
1/8•ANNEALED GLASS
S.
ON THIS PRODUCT IN AREAS REQUIRING IMP REQSISTANCE. 1/8 ANNEALED GLASSINTERLAYER
PVB OE!
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3/32'ANNEALED GLASS BuILIND DROPS'IID
6. WINDOW FRAME MATERIAL:PVC See E.DANA EAW 110. 5]e
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7.GLASS MEETS THE REQUIREMENTS OF ASTM E130O GLASS EXTERIOR INTERIOR
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GLAZING NOTE:
g GLAZING SPACER
• GLASS THICKNESS AND TYPE SHALL 1 INTERCEPT DATE: 09.28.17
COMPLY WITH ASTM E-1300 GLASS
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} 0.5"MIN.GLASS SETTING BLOCK NTS
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MAS
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D.L.O MAX. UNIT FMAX. ONE IDRIVE
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� INSTALLATION NOTES:
REMARKS BY DATE
6TH FBC EDITION FM 10/17
G 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION ANCHOR SCHEDULE
g SHOWN. MIN.E
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE
DGE
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE WOOD:MIN.SG=0.55 010 WOOD SCREW 1.5" 0.75"
MAXIMUM SIZE LISTED. AxosNAu xor RE REPR�wceoiNwEOEEORPMT
E METAL:IB GAUGE 3THREADS MIN wrcNouT wmTTENmNSEN EeiunNV DmP'.
g #14 TEK SCREW PENETRATION BEYOND 0.75' urERATorvs,ADwrnNs,w��ucHTING.Ox OTNER
s 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ROUGH FRAME Steel,MIN.Fy=33KSI AEmK1-01HIS—ENTARE n.PERN�RTEDANO
5 t1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT STRAP ANCHOR METAL
CONCRETE: 1/4"ITW TAPCON 1.75" 2.5' \L�LJJ JJ//
� DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES fc=2000PSI %%l //
ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. MASONRY.CMU
Per 1/1"ITW TAPCON 1.75"ASTM ��ES F. 0//���S�j'
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING WOOD'MIN.SG•0.55 18 WOOD SCREW 1.5• 07S �� '��
SHIM(5).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM •• •O
NAIL FIN
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE METAL:18 GAUGE StNI, 3 THREADS MIN 7 _
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. MIN,Fy=33KSI BB TEK SCREW PENET ATI METOALBEYOND
S. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND
a SIDING. 1/4"ITW TFROM CORNERS ,APCON ANCHOR
HOR ��'1�SS/ONAL_E�O.?`,�
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF 16"MAX.O.C.THEREAFTER /// I f tom
! CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT 2X WOOD BUCK OF SUFFICIENT FLORIDA PL MID 7 7
DEPTH TO FULLY SUPPORT BUIURIO DROPS,INC
COATING. 3Y8 E.DANIA BEAOE Blw. 33B
WINDOW FRAME. DANIA BEAOI,n 3LW
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL NOTE: BY OTHERS rBPE DENT.OF ADTHORDAT NP.1vIn
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS 1. LOCATION OF BUCK OR1 1/4"MIN. 'P FL A:
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO WINDOW ANCHORS MAY BE EMBEDMENT �.•:' F L 14 9 9 8
R FACE SHELL OF BLOCK. ADJUSTED TO MAINTAIN 1" 1 1/2"MIN.EDGE
MIN.CENTER TO CENTER •'�•. P' �e` DISTANCE DATE:
j 09.28.17
"S 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH SPACING BETWEEN ANCHORS DWG.BY: CHK.BY:ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SUCH THAT MAX.O.C.SPACING 2"MIN.EDGE \\\
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESSTHAN THE SPECIFIED IS NOT EXCEEDED. DISTANCE ` CONCRETE/MASONRY
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 2. BUCK MAY BE FLUSH WITH FACE BY OTHERS SCALE: NTS
>' OF THE BLOCK.
DWG.«: SW D039
BUCK INSTALLATION DETAIL SHEET:
OF 5