HomeMy WebLinkAboutProduct Approval AMERICAN CRAFTSMAN WINDOWS ALVERLINCRAFTSMSANDDON
SILVER LINE WINDOWS AND DOOI
SILVER LINE WINDOWS AND DOORS ONE5IUNSWICK,NJ0E
RECEIVED NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
70 SERIES / V1 SERIES / (2127) JU.N ® 1 2021
;� P _-
SINGLE- HUNG WINDOWS Permitting O N o
County z �+
St. Lucie County z G o
oe 3'a z $
(HVHZ)(IMPACT) �Z-
>=N 2 Zo i
GENERAL NOTES: v�i > O W
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS
DESIGN m
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. MISSILE off y
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION ?
BEEN EVALUATED ACCORDING TO THE FOLLOWING: w < <
• TAS 201-94 52" 73" O/X +55/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL F
• TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS
• TAS203-94
• ASTME330-02 3 - VERTICAL SECTIONS REMARKS BY DATI
• ASTM E3886.12 7TH FBC EDITION NUS 0/141
• ASTM E1996.17 4 - HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/I.S.2/A440-11 S HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
-2. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING TNf INSfAl1ATION DfiNLf DFSCNBED NFRONMEGENEI
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF AND MAY NOTREF—A—CONDMONSFOAASPECB
WRHSTANDING AND TRANSFERRING APPLIED PRODUCT FAC WEf IQUIUMENrsoc UDHEREN.AUUNSE1
INEEAONARCNOECTSNALLPREPARES SPEOFlC
GADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGDocU.VN F0q Ewm1Tw9DOfOM
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. ent
43/64"O.A.I.G.LAMINATED GLASS ate:2020.10app910009s 02 Or'
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: SS`t ///
ANCHORED TO PROPERLY TRANSFER ALL LOADSTO THE 1/8"ANNEALED GLASS
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE
BILITY OF THE ENGINEER OR ARCH ITECT OF 7/32"STEEL SPACER
RESPONSI
3/32"ANNEALED GLASS ,••�'�liEw
••�� !
RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY ? N .7 7
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
EASTMAN CHEMICAL COMPANY
GENERICAND MAY NOT REFLECTACTUAL CONDITIONS FOR 3/32"ANNEALED GLASS -0 S A OF r Q:
ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION \ ��� P..
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, p A w \\ ��, O )D
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE Cam)
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN Q EXTERIOR / INTERIOR
NON-HVHZAREAS.IN HVHZ AREAS,ONETIME PRODUCT 'W�r9 \I ///jrm OR APq
�E
APPROVAL TO BE OBTAINED FROM MIAMI D`
-DADE RER OR I 39B E OANIA BEANBWD.•338
AHJ. p� DAMABF O R33000
GBPE CEgi.Of AUMOgWIION No.29518
® ° STEEL SPACER \� FLN:
S. APPROVED IMPACT PROTECTIVE SYSTEM IS MNOT REQUIRED �•s �- _ F L14911
® � MIN.GLASS
RE THIS PRODUCT IN AREAS REQUIRING IMPACT �' 1 \ ® V" 1/8"OR 3/32" BITE 7/16"
RESISTANCE. �J 1Z. SETTING BLOCK
6. WINDOW FRAME MATERIAL:PVC -p a p R " DOW 99S SEALANT DATE: 01.23.18
® LH ® TREMCOS70DSEALANT DWGHYR: CHKHFN
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD •Le+y
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED ® GLAZING DETAIL 1
I OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23. NOTE: SCALE: NTS
�
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 B o 0 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.a: SW D050
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. apg Egg R`•7' SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
W ® _j CURRENT FBC AND ASTM E 1300 GLASS LOAD �I
e RESISTANCE. ,I
O ll OF 5
Fr
AMERICAN CRAFTSMAN WINDO%
SILVER LINE WINDOWS AND D001
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
MAX.O.A FRAME F N z
WIDTH 52" v o 0
MAX.D.L.D. N z 5 a Q
WIDTH 47.69" ie 3 a = p�sm5 5 S
3"MAX. 6"MAX. 6.25"MAX. 4 �, 2 m a a 1
A B FROM O.C. FROM ILA I »N Z s "7 1
3 3 CORNER,---jr CORNERS I I = Z 0 �"
O 7
W F }m m
NOTE:
ALLFASTENERS ABOVE ///
THE MEETING RAIL IN ¢ �a
THE INTERIOR JAMB ti w \
6"MAX.S TRACK MUST BE FLAT HEAD r a
MAX.D.L.O. C "O° O.C.C RO�� O REMARKS BY DATI
HEIGHT 33.50"
4 7TH FBC EDITION NUS o/L4/
MAX.O.A FRAME
12.50"MAX.
HEIGHT 73" D.C.
THE INSYWTONOFAILSDi O3NDHEAFMg llOEI
D ANOIMYNOTRFF1fCTACNALCONORIONf FORASRE[A
Sf IF.fL SRE CONDISIOHS GUSE 1NSTAIIATON TO DEViK
FROM THE REpUIRFME Ni9 OETAR EO HEREIN,A UCENSp
MAX.D.L.O. Xi UXn FNGI M FORUS MTMTNp�D MENT.
HEIGHT 33.50" 3"MAX. 6.25"MAX. OO
FROM FROM
CORNERS CORNERS
,,,`y 1111t1111 J//�I
. N 77
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT OF .
SINGLE HUNG WINDOW
NAIL FIN-SINGLE HUNG WINDOW THROUGHFRAME-SINGLEHUNGWINDOW /o,
�itbl+tCldFM..`.
39R E OANN AOA B33—330
0)OFA RFAOf,R))N
F9PE CERT.OF AlI1HOR19ATgN Na]95RR
FL#:
FL14911
DATE: 01.23.18
DWG.BY: CHK.BY:
HR HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
2
OF 5
AMERICAN CRAFTSMAN WINDOM
SILVER LINE WINDOWS AND D001
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,N1 08902
PH:(888)741-0354
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DETAIL,SHEET 1 DETAIL,SHEET 1 j
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REMARKS BY DATI
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EXTERIOR INTERIOR 3� EXTERIOR INTERIOR
LL MF INSTAWTON DFfNlS DESE#IBFONERFINAIIE GfNEI
ANOMAT NDTREbMONlCTUALCONDNI r.NTASPEOI
SRE IFSRE roNDFWE CAUSE INSDHER DNTDDE�S
c FROMTNEREDUIRFMENRDEfAREDHEREIN,AUCMSD
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398 E DAMA BEACH BM R 338
DANK BFACN,FL 3300E
_ FBPE CERT.OF AUMOR[TA N No.19S78
FL If:
FL14911
DATE: 01.23.18
DWG.BY: CHK.BY:
HR I HFN
q VERTICAL SECTION g VERTICAL SECTION SCALE: NTS
DWG.s: SWD050
3 NAIL FIN 3 THRU FRAME
SHEET:
OF 5
I
AMERICAN CRAFTSMAN WINDON
SILVER LINE WINDOWS AND D001
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,N1 08902
PH:(888)741-0354
SECTION FOR INTERIOR
BLOCK&TACKLE SEE GLAZING SECTION FOR 3 z
SEE GLAZING CONSTANT FORCE �o z
BALANCERS \ DETAIL SHEET 1 DETAIL SHEET 1 � o US O Q
o � BALANCERS w 2 GQ G G m LL�g
0 CON:
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FwAS Z s O m
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r D.L.O. G �a
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REMARKS BY DATI
MAX.FRAME WIDTH 7TH FBC EDITION NUS 0/141
[� HORIZONTAL SECTION
LI UPPER SASH
THE WfTALLATNIN DR,uu D£s WNDMEAEBFARESFNp
ANO MAYNOFApIFRARVALMNDIpONO fORASFEQi
'B,SIEEODXDRM DUlN5£A-N,TODMA
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SEE GLAZING SEE GLAZING ENGINFE3 ORARQfiiFRSHALLPRVARE5iIE5REQFK
DDa1MENR PoR OSE WRX THIS DOQIMEM.
DETAIL SHEET 1 INTERIOR DETAIL SHEET 1
7\,_
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EXTERIOR i�0� O IOP f!!
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398 E O0.NI4 BMW BLM R 33B
MAX,FRAME WIDTH puaA-"c .3m.
FBPF RAT.OFAO CRNAMNNaaM
FL#:
HORIZONTAL SECTION FL14911
4 LOWER SASH DATE: 01.23.18
DWG,BY: CHK,BY:
HR HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
OF 5
MIN. SUBSTRATE 1/4 MAX' MIN.EMBEDMENT
SHIM SPACE �� SUBSTRATE SUBSTRATE
EDGE DISTANCE BY OTHERS 3 BY OTHERS — BY OTHERS
INTERIOR AMERICAN CRAFTSMAN WINDOVE
SCREW IN THE INTERIOR SILVER LINE WINDOWS AND DOOI
CHANNEL
MIN. ONE SILVER LINE DRIVE
MIN. EDGE DISTANCE w NORTH BRUNSWICK,NJ 08902
t7 u PH:(888)741-0354
EMBEDMENT SCREW IN THE EXTERIOR a
CHANNEL z)„
PERIMETER SEALANT 1/4"MAX. c z u
BY OTHERS D SHIM SPACE PERIMETER SEALANT :LAX. 3 O z m
BY OTHERS �p G ea< Eri
EXTERIOR MIN. SHIM SPACE �Z N � O <}
EXTERIOR INTERIOR EXTERIOR INTERIOR u —a o o Or m LL S s
EMBEDMENT z 3 CL s z p mat
m^3
A g HORIZONTAL SECTION C Z m s m
VERTICAL SECTION r HORIZONTAL SECTION >>N>° z a I
�_= a�g� sao
5 THROUGH FRAME HEAD (JAMB) 5 NAIL FIN(HEAD) w u = a a o J 3
(HEAD) S THROUGH FRAME JAMB 7 m
Eu'i3z 0—w mtn
SUBSTRAT SHIM SPACE REINFORCEMENT DETAILS Ot
Ot
BY OTHERS 0.34" !tl W
1 rC- a
F INTERIOR :II�{'�, Z L� �I It ---) 0.13" REMARKS BY DATI
w FE)CrERIOR
Fist � �� 7TH FBC EDITION NUS o/la/
MIN
2 0.77" s,li 0.9" uu �U 11 0.46"
m EXTERIORINTERIOR� : � 0 45 0.06" 0.87"
1 1 LOCK RAIL TOP O ALUMWUMMEETING RAIL O ABOTTOMUUMTRAIL&SASH
TIE-1NSDW ATION oETULS DESCRIBFO HERON ME GO V
ALUMINUM MDMAY NOT NDVl0NE—ECONO lR NTO GEEOI
SIEE.IFSRECONOTIONSGVSE V15TALLATONTO DEVIA'
FROM THE FEQUIPEM—DETARED HEREIN,A UCENSO
ENGINEER OR MCItRER SHALL PRF➢ARE STE SPECIT C
MIN.EDGE OONMFATSRpRVSEWTHTNSDDCilN3E-
DISTANCE
HORIZONTAL SECTION VERTICAL SECTION
``�L�nnrurrJ��
5 NAIL FIN(JAMB) 5 MEETING STILE E F
INSTALLATION NOTES: =�� Y•E,.S•'. ��
ANCHOR SCHEDULE L O
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE :* N .7
DISTANCE
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 ae WOOD SCREW 1.s• 0.75, �. S A OF
MAXIMUM SIZE LISTED. PAN HEAD
i
44
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1/21NCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT L•
NAILING FIN META PENETRATION B MIN
EYOND o.s0• ` c<` O
1BGAUGESteel, #BTEKSCREW
MIN.Fy=33KSI s T• �'
DETAILS(I.E.,WITHOUT CONSIDERATION OFTOLERANCES).TOLERANCESARE NOTCUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. METAL SF�O�/.
#10 PAN HEAD IN '/r9lflp. 1E.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH.SHIM EXTERIORCHANNEL 1.5• 0.76• 39B E DANIA BFACH BLV0.133R
WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANiA eFACEt a33aoa
WOOD:MIN.SG=0.55 FBPE CPRT.OF AVTIORQATON No.3153R
FLATHIN
S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAYBE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENTAND EDGE g10 INTERIOR CAHANNELE 1.5' 0.75' FL#:
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE 43 ON SHEET 1 FOR MORE F L14911
INFORMATION. q10 PAN HEAD IN 3 THREADS MIN
PENETRATIONL EYOND 0.50• DATE: 01.23.18
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND THROUGH FRAME METAL'18 GAUGE Steel, E)(TERIOR CHANNEL T
SIDING. MIN.Fy=33KSI 010 FLAT HEAD INTHE 3 THREADS MIN DWG.BY: CHK HR HFN
INTERIOR OHANNEL PENETRATION BEYOND 0.50•
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT METAL
COATING. NTS
FLATHEAD CONCRETE:fc=3000PSI 3HNl 6'I TAPCON 12S 176• SCALE:
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.#: SW D050
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
MASONRY:CIVIL par ASTM 3116•ITW TAPCON 125• 175• SHEET:
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS C90 MIN.200D PSI FLAT HEAD
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. OF S
I
398 East Dania Beach Blvd.
BUILDING DROPS Suite338
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
American Craftsman Windows
Silver Line Windows and Doors
70 Series/V1 Series/ (2127) Single-Hung Windows
(HVHZ)(IMPACT)
for
Florida Product Approval
FL# FL14911
Report No. 7263
Current Florida Building Code
Method: 1—D (Engineering Evaluation)
Category: Windows
Sub—Category: Single Hung
Product: 70 Series/V1 Series/(2127) Single-Hung
Windows
Material: PVC
Product Dimensions: See Installation Instructions, SWDOSO
Prepared for:
Silver Line Windows and Doors
One Silverline Dr. ``�,a.►�>I t i t trrs���'
North Brunswick, NJ O8902 0
Prepared by: • �-�- E -S - • �O
Hermes F. Norero, P.E. _ 7k 7
Florida Professional Engineer#73778 Slop
A =
Date: 10/14/2020 �� OF0.
Contents:
Evaluation Report Pages 1—4 �ii� 0 L
Digitally signed by Hermes F Norero Hermes F. Norero, P.E.
Reason:I am approving this document
Date:2020.10.22 02:28:29+02'00' Florida P.E. No.73778
BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 10/14/20
Certificate of Authorization:29578
Report No: 7263
Manufacturer: Silver Line Windows and Doors
Product Category: Windows
Product Sub-Category: Single Hung
Compliance Method: State Product Approval Method (1)(d)
Product Name: 70 Series/V1 Series/(2127)Single-Hung Windows
(HVHZ)(IMPACT)
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Silver Line
Windows and 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 SWD050,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,
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 Installation Instructions 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 P.E. No. 73778
Page 2 of 4
//pA\,\ BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 10/14/20
14 Certificate of Authorization:29578 Report No: 7263
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 evaluated per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E1886-12
• ASTM E1996-17
• AAMA/WDMA/CSA 101/I.S.2/A440-11
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories,Inc.
(FBC Organization#TST1589)
Report: Dated:
NCTL110-16327-1 08/13/2013
Signed and Sealed by: Harold E. Rupp, FL PE No 15935,Sealed Date 02/06/18
NCTL 110-16327-2 11/05/2013
NCTL110-16327-3 08/13/2013
11524.01-109-47 05/01/2018
11238.01-109-47 03/28/2022
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
Hermes F. Norero, P.E.
Florida P.E. No. 73778
Page 3 of 4
BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 10/14/20Report No: 7263
Certificate of Authorization:29578
Installation:
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.
Equivalence of Test Standards:
Various test standards have been evaluated for differences in test methodology, if any, between tested
editions of the test standards listed below and those editions referenced in the current Florida Building Code.
Manufacturer has tested their products to the following test standard edition(s):
1) AAMA/WDMA/CSA 101/I.S.2/A440-08
2) ASTM E1886-05
3) ASTM E1996-06/09/12
Chapter 35 of the current Florida Building Code references the following editions of the.above mentioned
test standards:
1) AAMA/WDMA/CSA 101/1.5.2/A440-11
2) ASTM E1886-12
3) ASTM E1996-17
After review of the above mentioned referenced standards and editions, it has been found that no significant
technical changes have been made to the test standards that would affect the results.All referenced
standards have been found to be equivalent.All material test results meet minimum requirements of the
current FBC including HVHZ provisions.
Hermes F. Norero, P.E:
Florida P.E. No. 73778
Page 4 of 4