HomeMy WebLinkAboutProduct Approval J 79,117
RECE'i "Li .�17
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WINDOWS DOORS _ ' .........
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SERIES 2100 - MODEL 2111 M Oz
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GENERAL NOTES ^ X m
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building m
" Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). //i z
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Z Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base R c
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material shall be beyond wall dressing or stucco. W o
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3. When used in areas requiring wind bome debris protection this product is required to be
protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. o
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4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x g
e buck masonry construction. :
OVEIfAlL OVERAL! M�4X GLASS DESIGNPRESSURE(PSF); ,�� F
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5. Site conditions that deviate from the details of this drawing require further engineering analysis by
a licensed engineer or registered hitt
sterearchitect.
pIMENSIQhf DLAAENSION DIMENSION TYF ROSIi1VE .NEGAi1VE
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37.25"x 63.25" 36.0"x 62ff 31.69"X 28.0" +50.0 -50.0 N^z =°o
TABLE OF CONTENTS care 10/24/11 z
g 46.25"x 63.25' 45.0"x 6.2.0" 40.69"x 28.0" Gl +40,0 40,0o
SNEEr# DESCRIPTION _ SCALE, N.T.S.
1 Typical elevation,design pressures&general notes M
v 53.25"X 74.25' 52.0"X73.0" 47.69"X 33.50" +30.0 -30.0' ��"�'� KV m
2 Horizontal&vertical cross sections
CNN.BY: LFS
3. Buck&frame anchoring
oeawixc No.:
4 Bill of materials,glaring detail&components FL-14911.13
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EXTERIOR GI INTERIOR
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EXTERIOR INTERIOR SEE o
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VERTICAL CROSS SECTION 17 m �N
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27 4 18
23 ABOVE THE MEETING RAIL NOTE: Z
o 1.LOCATE OPERATING SASH LOCKS 7.5"
26 FROM EACH END OF THE ACTIVE 6 o cn
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° 17 MEETING RAIL,FASTEN WITH(2(#8 x 3/4" Q Q w z o
° 7 G7 SELF TAPPING SCREWS. p S2
INTERIOR 2.LOCATE SASH KEEPER 6.5'FROM EACH 20 JJ�`—�''�� n= W
E� END OFTHE MEETING RAIL,FASTEN LJ 19 0
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1-1/4"MIN. c a ° 27 scniE: N.T.S.
EMB'TYP. 37 BELOW THE MEETING RAIL a ° ° M.BY: KV m
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2 VERTICAL CROSS SECTION D wvnNc NO.:
HORIZONTAL CROSS SECTION 2 FL-14911.13 0
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2X BUCK W/IX BUCK 24 E `D=
2X BUCK INSTALLATION , S TW (�
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FRAME _ W/2X BUCKLU
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.n I T INSTALLATION Z c�
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MASONRY W/1X BUCKMASONRY z _
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BUCKANCHORING FRAME ANCHORING
MASONRY o
LL CONCRETE ANCHOR NOTES: °
0 1.Concrete anchor locations at the comers may be adjusted to maintain the min. w w
Id edge distance to mortorJoints. o
2.Concrete anchor locations noted as'MAX.O.C.(TYP.)"must be adjusted to IL z i
Q maintain the min.edge distance to mortorjoints,additional concrete anchors
may be required to ensure the"MAX.O.C.(TYP.)"dimensions are not exceeded. ^'
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aQNCMOR NGHOR MIN MTN.tlEQRANCE MIN CLEARANCE
TYPE SIZE. EMBEDMENT TO MASONRY TO ADJACENT N-z nD
,.ANCHOR, once: 10 7.4/71 z
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TAPCON 1/4" 1-1/4" 2" 4" scau N.T.S.
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ULTRACON' 1/4" 1.1/4" 1" 4"
CHK.BY. LFS 3
_ WOOD SCREW INSTALLATION NOTES: Duwxc NO,
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1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of FL-14917.13 N
wood screws to prevent the splitting of wood. sHEEr 3 of 4
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v BILL OF MATERIALS
' '' MATERIAL 5/8-OVERALL
REM DESCRIPTION `03' j�d ro
::"1! EXTRUDED PVC MAIN FRAME#52-2611' PVC 3D THK.GLASS _C.)
C01.l- `2 EXTRUDED PVC SILL#52-2613• PVC _ Q�' I/8"ANNEALED =p;y z ;
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3 EXTRUDED PVC GLAZING BEAD INTERLOCK #52-1257• PVC %V"• gym c N�'
N. EXTRUDED PVC MEETING RAIL#52-2907• PVC �4 7''••......... >>m
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5 EXTRUDED PVC TOP RAIL#52-2908 PVC AIR SPACE '�''�qll*pt; y`` o n m i
EXTRUDED PVC BOTTOM LIFT RAIL#52-2949• PVC 4 1/8"ANNEALED 0`V o
t --7, EXTRUDED PVC STILE#52-2905" PVC 22 I h o E m o m o v
9 EXTRUDED PVC GLAZING BEAD VERT.&HORT. #52-1227' PVC n E u v d o o`a
1`- '10 OPERABLE SASH LOCK
I/2'GLASS IN 4"� 'm a a
it SASH KEEPER STEEL
ITE
12 FIXED MEETING RAIL REINFORCEMENT#51-2919 STEEL G1 GLAZING DETAIL g i
14 LOCK RAIL REINFORCEMENT#51-2821 STEEL o �a
16 WINDOW SCREEN
17 WEATHERSTRIP PILE W/FIN.187x.270,LOCK RAIL&SASH ULTRAFAB -
18 WEATHERSTRIP PILE W/FIN.1 B7 x.230,FIXED MEETING RAIL ULTRAFAB -
19 WEATHERSTRIP PILE W/FIN.187 x.150,SILL ULTRAFAB - r c z :5z
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20 WEATHERSTRIP VINYL BULB.187'x.376'0 AMESBURY 0 0.78" i 0.84, 3 a
22 GLAZING COMPOUND DOW#1199 SILICONEr
23 #10 X 7'PFH SMS STEEL = m
24 114'X 2-3/4 f"PFH ELCO OR IW CONCRETE SCREW STEEL D w
25 2X BUCK SG>=0.42 WOOD GLAZING BEAD z o
26 1/4"MAX.SHIM SPACE 3 Sash inteADck 9 GLAZING BEAD of vi 0 =v
27 MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI m
CONCRETE
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 a a
29 1 X BUCK SG>=0.42 WOOD
30 INTERCEPT SPACER STEEL -
0.68 l o
37 #10 X 3"PPH SMS STEEL � 4
38 1/4"X V PFH ELCO OR IIW CONCRETE SCREW STEEL o 0.79" o v z
o •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 1 -0.8" � N 3
BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". L
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LOCK RAIL TOP LOCK MEETING RAIL EXTRUDED PVC GLAZING BEAD
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a 2.69"v-^I 1.16" o —42
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1.16" 0.91' .
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0.055' a �� IT
—0.065'^_ TSCALE:
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ry �� O —� D.065' ° 0.065" ��+10 24/1 1� MoN.T.S.
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1 PVC MAIN FRAME 2 PVC SILL EXTRUDED PVC MEEi1N_G RAIL 5 EXTRUDED PVC TOP RAIL 6 EXTRUDED PVC BOIIOM UFT RAIL 7 EXTRUDED PVC SULE cne.ev: LFS 3
DMWING.0-
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R. ,W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Vatrico,FL 33595 Phone 813.659.9197
fl Florida Board of Professional Engineers Certificate of Authorization No.9813
Pi-adiferEwthiatioll ' 1 .r
Dette. March 24,2015
Product '
Sub Category gory Manufacturer Product Name
SilverLine Building Products Corporation Series 2100-Model 2111
Windows Single Hung One Sliverline Drive Extruded Vinyl Single Bung Window
North Brunswick,NJ 08902 With Flange
Phone 732.435.1000 "Non-Impact"
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 1 d of the State of Florida Product
Approval,Department of Business&Professional Regulation.
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
excluding the"High Velocity Hurricane Zane"(HVHZ).
fl
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or
stucco.
3. When used in areas requiring wind borne debris protection,this product is required to be protected with an impact resistant covering that
complies with Section 1609.1.2 of the Florida Building Code.
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for lac buck masonry construction
5. Site conditions that deviate from the details of drawing FL-14911.13 require further engineering analysis by a licensed engineer or
registered architect
6. See drawing FL-14911.13 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
ATI D4558.01-109-47 AAMAIWDMAtCSA i0111.S.2JA440-1.1 Architectural Testing,Inc. Michael D.Stremmel,P.E.
2. Drawing No. Prepared by Signed&Sealed by
No.FL-14911.13 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Quality Assurance
Certificate of Participation issued by Window and Door Manufacturers Association,certifying that SilverLine Building
fl Products is manufacturing products within a quality assurance,program that complies with ISO/IEC!17020 and Guide 53.
LII Lyndon F.Schmidt,P.E.
�. 1 p FL PE No.43448
° ' °
3127/2015
a F. Sheet 1 of 1