HomeMy WebLinkAboutProduct Approval BUILDING DROPS 398 East Dania Beach Blvd.
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
American Craftsman Windows
Silver Line Windows and Doors
70 Series / V1 Series / (2127) Single-Hung Windows
(HVHZ)(IMPACT)
for
ZS
Florida Product Approval (Ds, �
Fl# FL14911 �E-,jIEWED FOR
CODE COMPLIANCE
Report No. 7263 ST. LUCIE COUNTY
Current Florida Building Code BOCC ��yy�j
Method: 1— D (Engineering Evaluation) F11e Co'Yy
Category: Windows
Sub—Category: Single Hung
Product: 70 Series/V1 Series/ (2127) Single-Hung
Windows
Material: PVC
Product Dimensions: See Installation Instructions, SWD050
Prepared for:
Silver Line Windows and Doors
One Silverline Dr.
North Brunswick NJ 08902 �� E
Prepared by: ;'•�-� E s
Hermes F. Norero, P.E.
N 7 7 O
Florida Professional Engineer#73778 g
A
Date: 1011412020 1:., O OF
Contents:
Evaluation Report Pages 1-4 ''i0
i�1
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
BUILDING DROPS FL#: FL14911
A Perfect Solution in Every Drop! Date: 10/14/20
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
NCTL110-16327-2 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/I.S.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
AMERICAN CRAFTSMAN WINDOWS
a AMERICAN CRAFTSMAN WINDOWS
R LVER LINE WINDOWS AND DOORS
SILVER LINE WINDOWS AND DOORS ONESILVER
41.035VE
NORTH SRUNSWiCK,NJ 08W2
PH:(688)741-0354
70 SERIES / V1 SERIES / (2127)
SINGLE- HUNG WINDOWS HS z d
;` Z
0H
(HVHZ)(IMPACT) �Z
>__ = o
GENERAL NOTES: i.'"i Z o
uQ+ 3
1. THE PRODUCT SHOWN HEREIN S MAX OVERALL SIZE TABLE OF CONTENTS cocoDESIGNED AND MISSILE Z
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONfIG. o v+ p
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION ^ _
BEEN EVALUATED ACCORDING TO THE FOLLOWING: �+
• TAS 201-94 S2" 73' O/X -55/-W PSF LMI/SMI 1 GENERAL NOTES&GLAZING DETAIL i
• TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS
• TAS 203-94 REMARKS BY DATE
• ASTM E330d2 3 - VERTICAL SECTIONS
• ASTM El"6_12 7TH FBC EDITION N 14
• ASTM E1996.17 4 - HORIZONTAL SECTIONS
• AAMA/WDMMCSA 101AS.Z/A440-11 S HORIZONTAL&VERTICAL SECTIONS,INAlVT10N NOTES&
REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,ZX FRAMING,AND METAL FRAMING •u
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF "•""'"0f"O1a r„CO1Of�",a„10i6'0'"•`O`K
m rmcaiamewaE ro roomn
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT ww*a .n+or*ruoweK"�+®•�
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE e+-manoninrmuemmrrc
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. .I am approwq CA Aouwmard
43/64"OA I.G.LAMINATED GLASS :2020.14T �Bl��j02'00'
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CO ANNEALED OF GLASS � JF22'/
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE o
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER E
• RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS �,� 'P
O
RECORD FOR THE PROJECT OF INSTALLATION. 0.090'SAFLEX PVB INTERLAYER BY N 7 ,
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE EASTMA CHEMICAL COMPANY +* .�.
GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR / 3/32'ANNEALED GLASS ^ -9 S A OF
7
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION
S TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERIOR
NON.HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR
AHI. o.r«"•ria."rxe.
STEEL SPACER 1 �•IX wKbw.,a. M„
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FL R.ON THIS PRODUCT IN AREAS REQUIRING IMPACT 1/8"OR 3/32" MIN.
7/L SS
F L 14911
RESISTANCE.
SETTING BLOCK -B
31 6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: O1.23.18
1 TREMCO S700 SEALANT DWG.BY: CHK.BY:
7 COMPONENTSACCORDANCE
OS ALL HAVE BEEN PRESE VATIVETREEATTWITH THE CURRENT EDITION FBC, ED GLAZING DETAIL 1 HR HFN
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS
CHAPTER 23. NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.R: SW DOSO
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTUNED IN SHEET:
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD �1
RESISTANCE. l I
ll OF 5
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOOR
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(US)741-0354
MAX O.A FRAME �^ 2It
WIDTH 52' 3 ° A6
MAX.D.L.O. W g G a 0 9 y�z
WIDTH 47.69' p _
ac3a Y p 3
3"MAX. 6"MAX. 6.25"MAX.
A B COFROM RNERS O.C. FROM ----•� I j j ti a ? s[7#
3 3 I f =_ lz CORNERS I O
Z ?-
W� Q �m
NOTE:
O y W
ALL FASTENERS ABOVE
THE MEETING RAIL IN
THE INTERIOR IAMB
MAX.O.LO. •O" 6"MAX. "O" TRACK MUST BE FIAT HEAD
HEIGHT 33.50"
C O.C. REMARKS BY DATE
4 7TH FBC EDITION NU 0/14/2
12.50"MAX.
MAX OA FRAME D.C.
HEIGHT 73"
m.s..wmn usuwwtn.atw u[a.aaic
D wro W.Ai rwn anuacoranvn.a.r�asc
SrtE.'i NRNQ.IOM{f qt e6SM41.G".00tWR
4 rf]r T4�WUKrtMf onYlD�61P..umelD
MAX.D.L.O.
nr�aromc*awi were vn frtoc
HEIGHT 33.50" 3"MAX. " 6.25'MAX. X.
FROM FROM
CORNERS CORNERS ````YL\Iilfnrrrr�,''
i
* 7 7
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT "s s A of ;a
SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW
THROUGH FRAME-SINGLE HUNG WINDOW
i�i��S•-p�p�� �pNCi`�.��
bwt'Mc
�s a nva.wc"aw�xM
aru wo.
wt cett a r,.wrn.�w ra mn
FL#:
FL14911
DATE: 01.23.18
DWG.BY: CHK.BY:
HR I HFN
SCALE: NTS
DWG.0: SWD050
SHEET:
OF 5
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(898)741-03S4
1 1 .•3p e
\ \ ngE = 0QJR
oyya-��
SEE GLAZING SEE GLAZING z
DETAIL,SHEET i DETAIL,SHEET 1
Z > F .;
O OJ H 2 m
o N
a
t c
F n
REMARKS BY DATE
7TH FBC EDITION NUS 1011VX
x x
EXTERIOR INTERIOR EXTERIOR INTERIOR
uu +as
Ci
ag5 w.•or rsucr.rnr mua�cra rw�swaAc
2 � x errtrvrt caarorawi¢�srru^aromwn
nor n[epa�eram onrmaaL.u®�
� e.amwro(eerswa neremeverc
O � o i
7 �
SEE GLAZING SEE GLAZING * �'
DETAIL,SHEET 1 DETAIL,SHEET 1 S p S A OF •,'
/rplpw )�L
�E PwN YACN rEM•lY
- ONM/fKN 0.310G1
FL M:
FL14911
DATE: 01.23.18
DWG.BY: CHIC BY:
HR I HFN
SCALp VERTICAL SECTION VERTICAL SECTION DWG.wG.n: SWD050
3 NAIL FIN 3 THRU FRAME SHEET:
OF 5
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOORS
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
SECTION FOR INTERIOR SECTION FOR Z
BLOCK&TACKLE SEE GLAZING SEE GLAZING -CONSTANT FORCE `^
BALANCERS ETAIL SHEET 1 DETAIL SHEET 1 BALANCERS 3 E o R
>is 31 l
0 J
/ 9 O
CIDi EXTERIOR
r D.LO. E
� v
REMARKS BY DATE
MAX.FRAME WIDTH 7TH FBC EDITION NULO/1412(
HORIZONTAL SECTION
4 U?PER SASH
Yu�
fiR.•Xrt.wP,+PY WY Y6fYLTGY w>YVY,E
SEE GLAZING SEE GLAZING
/DETAIL SHEET 1 INTERIOR DETAIL SHEET 1
7N _\ `�LLllllit/rt�2
S OF
EXTERIOR is 0". IOp':'• ��
r D.L.O. FS
'KiWb�eR�c�t
lY f dwY MKh YW.Ip
W!4 YKh R AkM
MAX.FRAME WIDTH Wn wr arvwox¢�ra.uo mn
FL 4:
HORIZONTAL SECTION FL14911
4 LOWER SASH DATE: 01.23.18
DWG.BY: CHK.BY:
HR I HFN
SCALE: NTS
DWG.a: SWD050
SHEET:
OF 5
SUBSTRATE 1/4"MAX. MIN.EMBEDMENT
� MIN. SHIM SPACE �� SUBSTRATE SUBSTRATE
EDGE DISTANCE BY OTHERS INTERIOR 3 BY OTHERS --� BY OTHERS AMERICAN CRAFTSMAN WINDOWS
R SCREW IN THE INTERIOR SILVER LINE WINDOWS AND DOOR
a CHANNEL
a MIN. ONE SILVER LINE DRIVE
EDGE DISTANCE NORTH BRUNSWICK,NJ 08902
MIN. PH:(888)741-0354
EMBEDMENT SCREW IN THE EXTERIOR O Z
W a
�j CHANNEL z_G
1/4'MAX. I
PERIMETER SEALANT PERIMETER SEALANT
SHIM SPACE 1/4"MAX. V 3
By OTHERS BY OTHERS
SHIM SPACE 8^tx,�
EXTERIOR MIN. EXTERIOR INTERIOR W Z ?
XTE a o z g?
EXTERIOR INTERIOR EMBEDMENT ¢3 a = O
HZf Wog Zsa
A , VERTICAL SECTION g HORIZONTAL SECTION C HORIZONTAL SECTION >=_ s
5 THROUGH FRAME(HEAD) 5 j NAIL FIN(HEAD}
THROUGH FRAME(JAMB)
S r
1/4•MAX. REINFORCEMENT DETAILS
SUBSTRA
SHIM SPACE I:; a
BY OTHERS ~' `-0.;4, i
87" 1
INTERIOR ___ 0.83" �0. —'
r j �y REMARKS BY DATE
� {f--1 ! 0.13" 7TH FBC EDITION NU 0/1"
ti 0.7r 0.9" _1...— I OA6'
p EXTERIOR INTERIOR 1 0,06" 0.87"
Wm t 0.45"
f 1
EXTERIOR LOCKALU RAIL
TOP O ALUM NUM LOCK NG RAIL 3 ALOUMOINUM�RAIL&SASH
wp wF"O'4F;ER 4^..t:�Yeq+pM W�Y•Ef,c
{ i YT!C6tdiM„6 ChT(ebiµa•TW'C DFw'[
M.N fvE HCveNYEw+i O('•c[C•PER a XPKF9
FtiQM!U a•YCM'T!C'1HW•11E 51R L7 Y[L+tC
MIN.EDGE
DISTANCE
p HORIZONTAL SECTION VERTICAL SECTION
5 NAIL FIN(JAMB) 5 MEETING STILE
i
.,�\,E•• .POi
INSTALLATION NOTES: ANCHOR 5CJ1E01AEMIN �
1. ONE(1I INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, METHOD SLIBSTM DISTANCE
TE ANC44OR SCHEDULE MIN EMBEDMENT EDGE N 7 T
DIS
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE wOoo.Mw SG•o ss a WOOD +s o.Ts S A OF 0:
MAXIMUM SIZE LISTED. FIN
NA LNG MIN
3 INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE Of it/Z INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT TK'A OAUH3E sMAI M Tflc SCREW ETRATION EY
ANN Fy•]7KRI PENETRATION BEYOND 0 50'
DETAILS Ill,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. METAL
S10 Pµ HEAD n +r 0 Tr kllSODl01t�Af
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S)-MAXIMUM ALLOWABLE SHIM STACK TO BE 3/3 1NCH.SHIM EXTERIOR CHANNEL
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SMALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. vgpp,Ma.Bc.055
055
FNO Fur HEAD IN THE5. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE TERIOR CHANNEL s S o 7s FL Y:
A DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE a3 ON SHEET 1 FOR MORE F L 14911
8 INFORMATION. )THREADS MIN
SIC PAN HEAD F PEAETRATKIN BEYOND C.5V
EXTEROR"'""E META DATE: 01.23.18
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND FaAUE METAL F -33K Bl.a
SIDING. ANN Fy•)x5 510 RLAT HEAD*THE 1 TRATON EY
A PErfTRATron BEYIx,o o SP DWG.11i i CHK BY
e YRFFIOR CHANNEL METAL H R I H F N
F 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
F COATING. YIr"TAPCON SCALE: NTS
CONCRETE:TrP�pWPA t2r 1 FLAT HEAD T5
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED ' DWG.a S W D050
FROM FREE EDGE OF BLOCK OR EDGE Of MORTAR JOINT INTO FACE SHELL OF BLOCK- CMU w AS Ym•OW TAPCON SHEET,
M MIH.mw PSt RUT HEAD I t>S
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTM5 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 j