HomeMy WebLinkAboutProduct Approval R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 j
Florida Board orProfessional Engineers Certificate of Authorization No.9813
Product Evaluation
;i
Report
. i
/ 01.5j'
Product Sub Category Manufacturer Product Name '
Category
Silverline Building Products Corporation Series 70-Model 2127IMPACTFL j d
Window Single Hung 1 Silverline Dr. Extruded Vinyl Single Hung Window ; o
North Brunswick,NJ 08902 with Flange
Phone 732.435.1000 "Impact"
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Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# '
1998)for Silverline Building Products Corporation based on Rule Chapter No.61 G20-3,Method id of the State of Florida
Product Approval,Department of Business&Professional Regulation. i
RW Building Consultants and Lyndon F.Schmidt,P.E.do 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. '
Limitations:
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details-Anchor embedment to base material shall be beyond wall dressing P
or stucco.
3.When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant
covering. i
4. When used in areas outside of the°HVHZ"requiring wind bome debris protection this product complies with Section 1609.1-2 of the
2010 FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined
in ASTM E1996.
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. �I
6. Site conditions that deviate from the details of drawing FL-14911.23 require further engineering analysis by a licensed engineer or
'registered architect.
7. This product meets the water infiltration requirements for"HVHZ".
8. See drawing FL-14911.23 for size and design pressure limitations. g
Supporting Documents:
1: Test Report No. Test Standard Testing Laboratory Signed by
NCTL 110-16326-1 TAS 201,202 and 203-94 NCTL Robert H.Zeiders,P.E.
NCTL 110-16327-1 TAS 201,202 and 203-94 NCTL Robert H.Zeiders,P.E.
Materials PVC Extrusions
ETC 97-264-40910 ASTM D635-96,D1929-96,D2843-93 ETC,Laboratories J.L Doldan,P.E.
D638-96 and G26-95 I
2. Dade-County NOA Materials Testing
14-0423-16 Sallee PVB Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Si ned&Sealed b I
No.FL-14911.23 RW Building Consultants,Inc.(CA#98, F.Schmidt,P.E-.
4. Calculations Prepared by — - = _; r,.'�_ ,. Si ed&Sealed b
Anchoring RW Building Consultants,Inc (CA#9813) , ^� Asa ` yrtd Q.� L on F.Schmidt,P.E.
ASTM E1300 Glass Load Lyndon F.Schmidt,P.E.
V.
moo° •
Fes-
5. Quality Assurance °°�U' •
Certificate of Participation issued by Window&Door Manufacturers ti DA
Association,certifying that S1verl-ine Building Products Corporation is `
manufacturing products within a quality assurance program that complies;
with ISOIIEC 17020 and Guide 53.
Lyndon F.Schmidt,P.E.
�s• , FL PE No.43409 y
3/27/2015
Sheet 1 of 1
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Silvefflne'
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WINDOWS m DOORS '� `°yam
53.25"MAX,OVERALL FLANGE WIDTH ' f!rf raj i P�� ` °"'in
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52.9'MAX.OVERALL FRAME WIDTH h s o "m c w
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SERIES 70 - MODEL 212 7IM PA CTFL � �� � c o in a a
EXTRUDED VINYL SINGLE HUNG WINDOW A 3xZ `
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w/ FLANGE IN
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"IMPACT' _ _ z o
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GENERAL NOTES z
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" 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code
ry (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ).
2 �
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base o
I material shall be beyond wall dressing or stucco.
3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does r M m
not require an impact resistant covering.
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m
4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies
with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets
° missile level"D"and includes Wind Zone 4 as defined in ASTM El996 and FBC Section 1609.1.2.2. N
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5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck z rn
masonry construction. o r
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6. Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect. a
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7- This product meets water infiltration requirements for"HVHT'. —'
a aww— f
TABLE OF CONTENTS M
OVERALL - OVERALL MAX: GLASS DESIGN PRESSURE(P$F), 0 0
SHEET# DESCRIPTION FLANGE FRAME D 1.0. z
1 Typical elevation,design pressures&general notes
DIMENSION DIMENSION DIMENSION. POSITIVE' NEGATIVE._ DAM 9112113 =
2 Horizontal&vertical cross sections N.T.S.
3 Horizontal&vertical cross sections 53.25 x 74.25" 52.0"x 73.0" 47.625' x 33 50' GI +55.0 -60.0 vac m
M.BY: JK
4 Buck and frame anchoring p„K,W, LFS
5 Bill of materials,glazing details&components owam+c NO.;
N
FL-14911.23 0
N
SHEET 1 OF 5 O
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_��sex�„_>.— ---•sb.,..,.. s.:...w.a�-��. _ _ _ e _ r.:.crcaar++x
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~�.?seeae�`' ^s+;- ROOM
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27 * �i,
4 NOTE: ° a a `g s o�j 6&&.Q=? n
1.LOCATE OPERATING SASH LOCKS 9.5" N o * 6•�'N m
FROM EACH END OF THE ACTIVE �— z F:,O—� o a!MEETING RAIL,FASTEN WITH(2)#8 x 314' z :�' pjC F vOi
SELF TAPPING SCREWS. g O 'i ••••......••• > rn
2.LOCATE SASH KEEPER 9.5"FROM EACH m �'i�i �(� ���� z C;m d
END OF THE MEETING RAIL,FASTEN ^w -- C //m 111% v N d z
2 Q WITH(2)#6x3/4''SCREWS. ^ `// 0 o Z
999 z
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N i Ins 5 tm
3 O 1 a c v maaa
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EXTERIOR �''�G1 INTERIOR ja
SEE 3
X 11 NOTE 10 SEE Z �z
NOTE 1
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17 14 �Ln
9
x
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0
- 2 2 3 64 12 0
I
3 2 3 3
al
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4 m
Q F ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL F 18
O E E
ry 16
s
N
INTERIOR Z
C 17 .'
34 33 34 GI 20
7 15 O o o
2 a cn
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9 Z o
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EXTERIOR ° a° DATE' 9 12 13
i 9 '
SCAUD N.r.s.
mxc.BY. X m
a I I BELOW THE MEETING RAIL BELOW THE MEETING RAIL I F 1 EMB TYP ° am V' LFS m
1-1/4"MIN. `J 2 VERTICAL CROSS SECTION �++°NO.;
--'' EMB.TYP. 1 HORIZONTAL CROSS SECTION
2 Shown w/2X buck FL-14911.23
2 Shown w/2X buck N
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D ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL
E Q Q
INTERIOR I �ii�, •C.)
C C D A ���� it P \�\ z o m 6
\ ze,
° 34 33 34 17 v • ° v m d C rrhl I sN?. o n m z
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EXTERIOR G7 INTERIOR o �a
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a, 9 v. SEE 3
ry 1 11 EXTERIOR 9 NOTE 2 10 NOTE 1 3K
1-1/4°MIN. 22
1 I I 1-114"MIN. 17 4 14 c� .. w
EMB.TYP. I Op BELOW THE MEETING RAIL BELOW THE MEETING RAIL D F- B NP m �y
8 _ �y
1�HORIZONTAL CROSS SECTION
3 Shown w/1X buck 8 Q 5 y o o"
NOTE: 12
1.LOCATE OPERATING SASH LOCKS 9.5'
FROM EACH END OF THE ACTIVE O 3 a
MEETING RAIL,FASTEN WITH(2)#8 x 3/4° m
SELF TAPPING SCREWS. 4 18
2.LOCATE SASH KEEPER 9.5'FROM EACH c
rn END OF THE MEETING RAIL,FASTEN m
WITH(2)06x3/44'SCREWS. 16 a
G O
En
O N
19
G Q o w
p -_.. 0 Q 20 19 Ej
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6
b — 15 2 15 o y
2 15 - - O C j
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3 VERTICAL CROSS SECTION _4 VERTICAL CROSS SECTION /� 3
_ 3 Optional masonry sill 3 Optional masonry sill /C-� J1 VERTICAL CROSS SECTION murnxo NO-' p
Shown w/1 X buck
FL-14911.23 a
SST 3 OF 5 6
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7
4„ L 6 MAX. a o.
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TYP.OD
2X BUCK F a �w O
2X BUCK 1 X BUCK D
2X BUCK TYP.
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1 FRAME — cr
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m �x
MASONRY MASONRY
OPENING OPENING m
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BUCK ANCHORING FRAME ANCHORING o z
MASONRY =o z W h� �Jl
ONCRETEANCHORNOTES: o�
Concrete anchor locations at the comers maybe adjusted to maintain the min. C)
edge distance to mortarjoints.
= 2. Concrete anchor locations noted as"MAX.O.C.(TYP.)"must be adjusted to a
o maintain the min.edge distance to mortar joints,additional concrete anchors
may be required to ensure the"MAX.O.C.(TYP.)"dimensions are not exceeded. m
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_ 3. Concrete anchor table: N
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ANCHOR ANCHOR: _ MIN. : MIN CLEARANCE MIN.CLEARANCE „, o
10 MASONRY' ' TO ADJACENT z
TYPE, SIZE EMBEDMEM EDGE. ANCHOR..'
N•-p e
Z D
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I7W onm: 9 12 13
a 1/4" 1.1/4" 2" 4"
TAPCON scu.e N.T.S.
ELCO owc,er: JK °
ULTRACONa 1/4" 1.1/4" 1" 4" 3
crix se LFS
WOOD SCREW INSTALLATION NOTES: DMWWG NO.:
1.Maintain a minimum 518"edge distance,I"end distance,&I"o.c.spacing of FL-14911.23 m
wood screws to prevent the splitting of wood. SHEET 4 aF 5
M-;;g"�dc— n- - --- — — - —
BILL OF MATERIALS ```,` ...........
ITEM 6 DESCRIPTION MATERIAL ••
A 1 X BUCK SG>=0.55 WOOD 3/4"OVERALL
B 2X BUCK SG>=0.55 WOOD THK.GLASS V
C 1/4'MAX.SHIM SPACE N i7 z /''c,:\oz
Q Q 1/8"ANNEALED %W rij: °m
D 1 X X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL % �'`.., Q o m
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE AIR
37 ANNEALED '' / •ic.. ���'`\ z d ao 0
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 //ITT11}1}► on z
F #10 X 2"PPH SMS STEEL o w
�— 0.090"SAFLEX®PVB INTERLAYER I o 9 o x z Q
1 EXTRUDED PVC MAIN FRAME#52-2611' PVC 3/37'ANNEALED lam^ a t o 9 m w
2 EXTRUDED PVC SILL#52 2673' PVC N i °1 m a a
3 EXTRUDED PVC GLAZING BEAD(INTERLOCK)#52-1257' PVC 1/2"GLASS Cti
EXTRUDED PVC MEETING RAIL#52-2907' PVC BITE E o z°
IMERCEPT SPACER
5 EXTRUDED PVC TOP LIFT RAIL#52-2949` PVC
6 EXTRUDED PVC BOTTOM RAIL#52-2905' PVC DOW 995 SEALANT o o v'
7 EXTRUDED PVC STILE#52-2905' PVC
9 EXTRUDED PVC GLAZING BEAD(VERT.&HORT.)#52-1227' PVC GI GLAZING DETAIL z
10 OPERABLE SASH LOCK#12-2241 PVC
11 SASH KEEPER#12-2240 STEEL ? o0
12 FIXED MEETING RAIL REINFORCEMENT#50-2608(6105-T5) ALUM 3 ``
14 LOCK RAIL REINFORCEMENT#50-260Y(6105-T5) ALUM 0 z o
15 BOTTOM LIFT RAIL&SASH REINFORCEMENT#50-2967(6063-T6) ALUM o 0 0.78" o N = ��I
16 WINDOW SCREEN I
17 WEATHERSTRIP PILE W/FlN.187 x.270,LOCK RAIL&SASH(ULTRAFAB) - 1 o T _Z K o
18 WEATHERSTRIP PILE W/FlN.187 x.230,FIXED MEETING RAIL(ULTRAFAB) - IT of ur mo
19 WEATHERSTRIP PILE W/FlN.187 x.150,SILL(ULTRAFAB) GLAZING BEAD a
20 WEATHERSTRIP VINYL BULB.18T'x.375'0(AMESBURY) _ 3 GLAZING BEAD g
Sash interlock
33 TILT LATCH#2818-00 STEEL
34 #8 X 1"PPH SMS STEEL
h U
'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 0.91"i--� 0.879" o --{0.87' m
LL BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". I 0.335"--{ )--
N
P
0.065" � � � 0.125' �d o w o p
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0 0.455'—'-1 �— cd �ii
LOCK MEETING RAIL BOTTOM LEFT RAIL SASH LOCK RAIL 70P o
EXTRUDED PVC 80TiOM RAIL 14 15 12
6 OR. _.me
Reinforcement Reinforcement w
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r-2.69"-� 2.69" N O
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1. Z
0.056' i j o r - DAM.065" <� ��-��r-0.065' u� 9112113
1- owc
- (sz� � N.T.S.
OOOQ o O L Q .sr JK
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��� T o 0.91" 7 EXTRUDED PVC STILE cwc ar LFS
1 PVC MAIN FRAME 2 PVC SILL EXTRUDED PVC MEETING RAIL FL-14911.23
q 5 EXTRUDED PVC TOP LIFT RAIL o
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