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a A' FL# FL20101-R3
Application Type Revision
Code Version 2020.
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Silver Line Building Products Corp.
Address/Phone/Email One Silverline Drive 2I612I
North Brunswick,NJ 08902
(800)542-9118'Ext 413596
luanne.harris@cornerstone-bb.com
Authorized Signature Luanne Harris
luanne.harris@cornerstone-bb.com vke%jv�����1 �GC
Technical Representative Luanne Harris
Address/Phone/Email One Silverline Drive V
North Brunswick,NJ 08902
(800)542-9118 Ext 413596 s ()Cc
luanne.harris@cornerstone-bb.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors �He C®py
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturer Association
Validated By Window and Door Manufacturers Association
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/18/2020
Date Validated 12/22/2020
Date Pending FBC Approval
https://www.floridabuilding.org/pr/pr_app_dtl.aspN?param=wGEVXQwtDgs SY4JywRcv%... 2/5/2021
Florida Building Code Online Page 2 of 2
Date Approved 01/01/2021
Summary of Products
FL# Model,Number or Name Description
20101.1 Series 5500/5700-Model Sliding Patio Door
5502HV/5702HV
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL20101 R3 C CAC 5502HV-5702HV CCLs.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/07/2026
Design Pressure:+50/-50 Installation Instructions
Other:See Installation Instructions,SWD003,and Product FL20101 R3 II SWD003 SS 2020-12-17.Ddf
Evaluation Report,for installation requirements and limits of Verified By: Hermes F. Norero,P.E. Florida P.E.73778
use. Created by Independent Third Party:Yes
Evaluation Reports,
FL20101 R3 AE PER7301 SS 2020-12-17.Ddf
Created by Independent Third Party:Yes
Back Noxt
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2of3 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
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 not send electronic
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:
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsSY4JywRcv%... 2/5/2021
AMERICAN CRAFTSMAN
WINDOWS
SILVER LINE WINDOWS AND
AM E RI CAN CRAFTSMAN WINDOWS DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(B88)741-0354
SILVER LINE BUILDING PRODUCTS0. W N
V1 SERIES/50 SERIES GLIDING ry
PATIO DOOR (5502HV/5702HV) z m
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GENERAL NOTES: (HVHZ) (NON-IMPACT) z w
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND o a
MAX OVERALL SIZE
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA CONFIG. DESIGN MISSILE u u
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN WIDTH HEIGHT PRESSURE IMPACT RATING
EVALUATED ACCORDING TO THE FOLLOWING: c
• AAMA/WDMA/CSA 101/I.S.2/A440-11 715/8" 793/4" OX +501-50 PSF NON-IMPACT o 4a zz N
• TAS 202-94 M w Tn z
2. ADEQUACY OF THE EXISTING STRUCTURAL W cc ~
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CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING AS TABLE OF CONTENTS
A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF > K
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS SHEET SHEET DESCRIPTION Iu
TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER 1 GENERAL NOTES&GLAZING DETAILS F z
OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. 2 ELEVATION&ANCHOR LAYOUT ID ID m m w
3 VERTICAL SECTIONS C On z� Y LL Q N
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND m 3 x x N z
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 4 HORIZONTAL SECTIONS 0 o u
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE 5 INSTALLATION NOTES,ANCHOR DETAILS&SCHEDULE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION. ;�%
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4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC 3/4"O.A.INSULATED GLASS :: t S A'e
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC ` 7 O
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE N7
FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED —
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC a S A OF tr •:
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ , — �� O IQP
AREAS.IN HVHZ AREAS,ONETIME PRODUCT APPROVALTO BE \ �S
OBTAINED FROM MIAMI-DADE RER OR AHJ.. EXTERIOR / INTERIOR ��� S O L EN aa�
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5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS MIN.GLASS /HERMES F.
r BITE 1/2" NEPMA P.
MD.73
PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. I FLOABEAC.NO.T4 s
1 3GB E.DAMIA BEACH eL 33OU .ae
6. FRAME MATERIAL:PVC GLAZING NOTES: cir\ / oAOFAMA CH,FL44N
D FaPE CEa7.OFA0TN081WnON N0.393T4
GLASS THICKNESS AND TYPE SHALL �j BUILDING DROPS.INC.
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 • COMPLY WITH ASTM E-1300 GLASS _ DANIA BFAOI,FFL 33004 BLVD p338
CHARTS REQUIREMENT.
GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAIL. . GLASS TYPE SHALL COMPLY WITH 3/32"SETTING BLOCK TREMCO 30-DGI3 PH:(954)399-8478 FK(954)744-4738
FBC SAFETY GLAZING HOT MELT FL#:
REQUIREMENTS. GLAZING DETAIL 1. 20101
DWG#:
Digitally signed by Hermes F Norero S W D 003
Reason:I am approving this document
Date:2020.12.1718:45:49-05'00' SHEET: OF 5
AMERICAN CRAFTSMAN
WINDOWS
SILVER LINE WINDOWS AND
DOORS .
ONE SILVERLINE DRIVE
NORTH BRUNSWICK,N108902
PH:(888)741-0354
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SA OF
HERNEBF.NORERO
FLONDIA P.E N0.73778
398 E.MM BEACH BLVD.,am 339
DARIABEACH,FL33000
FBPE CERT.OF AUTHORMATION NO.29578
� BUILDING DROPS,INC.
398 F_DANIA BEACH BLVD,N339
DAN,'EACH,FL33DOC
PH:(954)399.8478 Fx:(954)744d738
F`" 20101
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SWD003
SHEET: 2 OF 5
AMERICAN CRAFTSMAN
WINDOWS
SILVER LINE WINDOWS AND
DOORS
ONE SILVERLINE DRIVE
p p p NORTH BRUNSWICK,N108902
PH:(888)741-0354
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FIXED HEAD REINF. FIXED HEAD REINF. a Q o
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IluJl FBPE CERT.OF AUTHORRAWN NO.295"
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❑ TAT 398 E.DANVI BE
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PH:(954)399-8478 FX:(954)744-0738
A VERTICAL SECTION VERTICAL SECTION
FL#: 20101
3 NO FLANGE 3 WITH OPTIONALACCESORY FLANGE DWG H:
SWD003
SHEET: 3 OF 5
AMERICAN CRAFTSMAN '
WINDOWS
SILVER LINE WINDOWS AND
DOORS
SEE GLAZING
—�DETAIL,SHEET 1 ONE SILVERLINE DRIVE
NORTH BRUNSWICK,NJ 08902
INTERIOR PH:(688)741-0354
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HERNIE9 F.NORERO
D.L.D. D.L.D. FLORIDA P.L NO.7377.
348 L OANIA—CN BLVO.,STL"a
OANIA BEACN,FL SSOM
O.A. FBPE CENT.OF AUTHOR MON NO.3➢178
UNIT BUILDING DROPS,INC
WIDTH 398 E.DANIA BE
BIVD.,p338
DMA OWN,FL 33W4
PH:(954)399-8478 FX:(9S4)74"738
HORIZONTAL SECTION DE HORIZONTAL SECTION F`" 20101
(� WITH OPTIONAL ACCESORY FLANGE 4 WITH OPTIONAL ACCESORY FLANGE
DWG#:
SWD003
SHEET: 4
OF 5
AMERICAN CRAFTSMAN
WINDOWS
MIN.EDGE DISTANCE MIN.EDGE SILVER LINE WINDOWS AND
DISTANCE
r SUBSTRATE BY OTHERS
ONE SILVERLINE DRIVE
SUBSTRATE BY OTHERS NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
MIN.EMB. MIN.EMB. _ F o
I II U W N
I 1 NOTE:
JAMBS HAVE ❑°a z N
❑OMIL�O1 ❑00 SIMILAR DETAILS ❑0��❑0 0 Z ow
1/4 MAX- 1/4"MAX. z Y„ m
SHIM SPACE SHIM SPACE N �-
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EXTERIOR " INTERIOR EXTERIOR u INTERIOR o 0
q ANCHOR DETAIL g ANCHOR DETAIL Z
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INSTALLATION NOTES:
MIN.EMB. FW-. m m, m Z
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN ON SHEET 2. o 0o Z
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED
FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. SUBSTRATE BY OTHERS
MIN.EDGE I I I I IJI
3 &SPACING IN THE ANCHOR LAYINSTALL INDIVIDUAL IOUT DETAILS[IE.,WTHOUT CONSIDERATION OF TO ERANCES).ON ANCHORS WITHIN A TOLERANCE OF±1/2 INCH THE DTOLERANCESO DISTANCE \\\� �I O�7/��'
ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. ` ,.•E'• �j�'
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(S).MAXIMUM ALLOWABLE C ANCHOR DETAIL
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5 THROUGH FRAME(SILL)
SA' OF
S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAYBE USED(OPTIONAL)AS LONG AS THE la
MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING O 1DP:
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
ANCHOR SCHEDULE �JO II I,tEN
STUCCO,FOAM,BRICK VENEER,AND SIDING.
MIN.EDGE HERMES F.NORERO
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT FLawoA P.E.xo.7Dne
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT DISTANCE 4ee E.DANu BEACH BLVD,BEE 3D4
MATERIAL OR HAVE A CORROSION RESISTANT COATING. WOOD:MIN.SG=0.55 #10 WOOD SCREW 1.5" 0.75" FBPE CERT.OP ALRHORD mN No.24l78
B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR METAL:18 GAUGE 3 THREADS MIN BUILDING DROPS,ING
#14TEKSCREW PENETRATION BEYOND 0.75" 398 E.DANIA BEACH BLVO.,0338
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE Steel,MIN.Fy=33KSI DANIA BEAa,FL33DO4
SHELL OF BLOCK. THROUGH FRAME METAL PH:(954)399-8478 FX:(9541744-4738
CONCRETE: 114'ITW TAPCON 1.75" 2.5"
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S fc=3000PSI FL#: 20101
INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS MASONRY:CMU per
THAN THE MINIMUM STRENGTH SPECIFIED BYTHE ANCHOR MANUFACTURER. ASTM C90 MIN.2000 114'ITW TAPCON 1.75" 2.5"
PSI DWG#:
10. SILLSHALL BE SET IN A BED OF SILICONE. SWD003
SHEET: 5
OF 5