HomeMy WebLinkAboutProduct Approval (3) 398 East Dania Beach Blvd.
BUILDING DROPS
Suite 338
A Perfect Solution in Every Drop! Dania Beach,FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
Silver Line Building Products
V1 Series/50 Series Gliding Patio
Door(5502HV/5702HV) (HVHZ) (NON-IMPACT)
for
Florida Product Approval
FL# FL20101
Report No. 5497
Current Florida Building Code
Method: 1—A(Certificate)
Category: Exterior Doors
Sub—Category: Sliding Exterior Door Assemblies
Product: V1 Series/50 Series Gliding Patio
Door(5502HV/5702HV)(HVHZ)(NON-IMPACT)
Material: PVC
Product Dimensions: 715/8"x 79 3/4"Max. O.A. W)
Prepared for:
Silver Line Building Products
One Silverline Dr.
North Brunswick, NJ 08902 XON0 1
1 11111.*
Pik..v . .. i
Prepared by:
Hermes F. Norero, P.E. 7 7 _
Florida Professional Engineer#73778
POP
Date:03/02/2018 �3: pF4.
Contents:
Evaluation Report Pages 1-3 �i�i Q L V�l``��
Digitally,signed by Hennes F.Norero.P_E Herm s<�f NotA1 � '.E.
Reason:I am approving this document
Date:2018.03.0219:28:03-05.00• Florida No.73778
BUILDING DROPS FL#: FL20101
A Perfect Solution in Every Drop!
Date: 03/02/2018
Certificate of Authorization:29578 Report No: 5497
Manufacturer: Silver Line Building-Products,
Product Category: Exterior Doors
Product Sub-Category: Sliding Exterior Door Assemblies
Compliance Method: State Product Approval Method(1)(a)
Product Name: V1 Series/50 Series Gliding Patio Door(5502HV/5702HV)(HVHZ)(NON-IMPACT)
Scope This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for Silver Line
Building Products based on Method 1a 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 Florida Building Code.
See Installation Instructions SWD003,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 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 Florida Building Code and does require an impact resistant covering.
4. Site conditions that deviate from the details of drawing SWD003 require further engineering
analysis by a licensed engineer or registered architect.
S. See Installation Instructions SWD003 for size and design pressure limitations.
Hermes F.Norero,P.E.
Florida No.73778
Page 2 of 3
F�#a E�Zolo�
BUILDING DROPS
A Perfect Solution in Eve DroP l Date. 03/02/2018 7
N Report Noo:: 5 5497
Certificate of Authorization:29518
Certification Agency: The manufacturer has demonstrated compliance of window products in accordance
with the Florida Building Code and State Rules for manufacturing under a
Certification Agency through Window and Door Manufacturers Association(FBC
Organization#:CER1508).
Performance Standards: The product described herein has been tested per.
• AAMA/WDMA/CSA 101/i.S.2/A440-11
• TAS 202-94
Referenced Data:
1. Product Testing performed by Architectural Testing
(FSG Organization#TST1558)
Report: Dated:
F3692.01-109-18-RO 02/09/16
- TAS Report Signed and Sealed by:Joseph Reed,FL PE 58920
F3692.02-109-44-RO 01/21/16
2. Certification Agency
Window and Door Manufacturers Association
(FBC Organization#:CER1508)
3. PVC profiles meet requirements of WDMA/HaIIMark WD-61 in accordance
with AAMA 303
Installation: Please refer to installation instructions,SWD003,for anchor methods,selection,spacing,edge
distances,embedments and further details of the installation requirements.
Design Pressure:
Design Pressure
Positive 50 PSF
Negative 50 PSF
Hermes F.Norero,P.E.
Florida No.73778
Page 3 of 3
Silver Line
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GENERAL NOTES: o h Z Z.-
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND TABLE OF CONTENTS p T Z9 m
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA C p> m
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN SHEET REVISION SHEET DESCRIPTION N p w
EVALUATED ACCORDING TO THE FOLLOWING:
• AAMA/WDMA/CSA 101/IS.2/A440-I1 1 - GENERAL NOTES&GUSING DETAILS a uai
,. • TAS 202-94 2 ELEVATION&ANCHOR LAYOUT ~ n
2. ADEQUACY OF THE EXISTING STRUCTURAL 3 - VERTICAL SECTIONS REMARKS BY DATE
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 4 HORIZONTAL SECTIONS
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 5 - INSTALLATION NOTES,ANCHOR DETAILS&SCHEDULE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
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3. 1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND MAX OVERALL SIZE wµmoiouwwnrxmeunaxu ooaovs,mc
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THEDESIGN MISSILE ALTUAMN%ADDW.x,xwwisxnxD,oR orxFa
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE WIDTH HEIGHT CONFIG. PRESSUREIMPACTRATING MNnnxssromaooaNUHrau xm PFaMDFEoaxD
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RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF igitallysigne��Y}{$61 orero,P.E.
RECORD FOR THE PROJECT OF INSTALLATION. 715/8" 793/4" OX +50/-50 PSF NON-IMPACT eason:_1� Is Edopent
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4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE a(�� •• il�i_
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR \•E.•S�•. 'p ���
ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, N :7 7
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
• SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN 3/4"O.A.INSULATED GLASS S A OF
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT '• (U
.� APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR %�,n (�F`,�•((/��
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6. FRAME MATERIAL:PVC aee E.o oeEA�a eE a7e
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 EXTERIOR �� \� INTERIOR r3PE CERT�OF
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GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAIL / MIN.GLASS FL N.
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GLAZING NOTDATE: 03.09.16
• GLASSTHICES:KNESS AND TYPE SHALL DWG.BY: CHK.BY:
COMPLY WITH ASTM E-1300 GLASS _ LMS HFN
CHARTS REQUIREMENT. 3/32"SETTING BLOCK TREMCO 30-DGI3 SCALE: NTS
T • GLASSTYPE SHALL COMPLY WITH HOT MELT
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REQUIREMENTS. GLAZING DETAIL 1
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GALVANIZED STEEL GALVANIZED STEEL DATE: 03.09.16
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WIDTH LMS HFN
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SHEET:
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MIN.EDGE DISTANCE MIN.EDGE Silver dine
DISTANCE
R SUBSTRATE BY OTHERS
g SUBSTRATE BY OTHERS
MIN.EMB. MIN.EMB. ONE SLLVERUNE DRIVE
NORM BRUNSW OK,M 08902
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INSTALLATION NOTES:
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1. ONE(1)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN ON SHEET 2. MIN.EMB. �\%0%j 14 II j7Ji74.1'
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED
FOR PRODUCT INSTALLATION OFTHE MAXIMUM SIZE LISTED. SUBSTRATE BY OTHERS—/ �� \,\•E.•S••• 'Ao��
EDGE
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OFfl/2INCH THE DEPICTED LOCATION MIN. J N .7
&SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES DISTANCE * S
ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. $ A OF jr Z
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(S).MAXIMUM ALLOWABLE C ANCHOR DETAIL "•�°�` o lvv,—
R SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE G THROUGH FRAME(SILL) '�j�s O
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 7
S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED OPTIONAL AS LONG AS THE E P ONEL�1�E
(OPTIONAL) FROWDA PN.7377E
a MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING 3.E E D,�V0AN0 MO IN 33E
.}; HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE INFORMATION. DANDR BERW.FL
FBPE CERT.OF AUIHORMAMON N.30878
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FL 0:
ry ANCHOR SCHEDULE F L20101
STUCCO,FOAM,BRICK VENEER,AND SIDING. MIN.EDGE
g 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE
MATERIAL OR HAVE A CORROSION RESISTANT COATING. WOOD:MIN.SG=0.55 #10 WOOD SCREW 1.5' 0.75• DATE: 03.09.16
S MIN DWG.BY: CHK.BY:
2 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,EE NOT INSTALL INSTALLATION ANCHORS INTO MORTAR METAL:MIN. GAUGE #14 TEK SCREW PENETRATITHRON BEYOND 0.75' LMS H FN
P, JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Steel,MIN.Fy=33KSI METAL
NTS
SHELL OF BLOCK. THROUGH FRAME SCALE:
CONCRETE: 1/4•ITW TAPCON 1.75• 2.5'
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S PD-�
DODPSI DWG.#: SW D003
INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS MASONRY:CMU per SHEET:
THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. ASTM C90 MIN.2000 1/4•ITW TAPCON 1.75' 2.5'
PSI
10. SILL SHALL BE SET IN A BED Of SILICONE.
OF 5