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COU NTY
St. Lucie County
Building Department
ATTENTION
The 5'Edition of the Florida Energy Code went into effect June 30, 2015. In accordance with the
new Florida Energy Code, the following changes and requirements for new construction and
replacement windows, doors and skylights are listed below. Mobile homes are not required to
meet the requirements of the 5t' Edithion of the Flodida Energy Code.
• Windows and Doors will be required to meet the U-Factor, Solar Heat Gain
Coefficient (SHGC) required in section 402 of the 5t'Edition of the Florida Energy
Code for climate zone 2. Opaque doors up to 24 sq. foot are exempt Per R402.3.4 of
the 5"Edition of the Florida Energy Code. All labels showing manufactures U-
Factor Rating and Solar Heat Gain Coefficient will be required to be left on
windows and doors until window/door inspection is completed.
TABLE R402.1.1
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONATE
CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB d CRAWL
ZONES U-FACTOR b,j U-FACTOR FENESTRATION R- FRAME WALL i R- WALL c R- SPACE
b SHGC b VALUE WALL R- VALUE R-VALUE VALUE WALL c
R-VALUE VALUE &DEPTH R-
VALUE
1 0.50 0.75 0.25 30 13 3/4 13 0 0 0
2 0.40 1 0.65 0.25 38 13 4/6 13 0 0 10
3 0.35 0.55 0.25 38 20 OR 8/13 5/13 5/13 0 5/13
13+5
b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration.
Exception: Skylights may be excluded from glazed Fenestration SHGC requirements in Climate Zones 1 through 3
where the SHGC for such skylights does not exceed 0.30.
j. For impact rated fenestration complying with Section R301.2.1.2 of the Florida Building Code,Residential or
Section 1609.1.2 of the Florida Building Code, Building the maximum U-factor shall be 0.75 in Climate Zone 1 and
0.65 in Climate Zone 2.
RWR 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
Florida Board of Professional Engineers Certificate of Authorization No.9813
I
Product Sub Category Manufacturer Product Name
Category -
SilverLine Building Products Corporation ,Series 70-'ModeU;27FL-
Windows Single Hung One Silverline Drive Extruded Vinyl Single Hung Window
North Brunswick,NJ 08902 w/or w/out 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
including the"High Velocity Hurricane Zone"(HVHZ). j
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 the"HVHZ",this product is required to be protected with an impact resistant covering that complies with Section 1626 of
the Florida Building Code.
4. When used in areas outside of the"HVHZ"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 FBC.
5. Site conditions that deviate from the details of drawing FL-14911.21 require further engineering analysis by a licensed engineer or
registered architect.
6. This product meets water infiltration requirements for"HVHZ".
7. See drawing FL-14911.21 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01410311 TAS 202-94 Testing Evaluation Lab. Lyndon F.Schmidt,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
2. Drawing No. Prepared by Signed&Sealed by
No.FL-14911.21 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E.
3. Calculations Prepared bV Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
ASTM E1300 Glass Load Lyndon F.Schmidt, P.E.
4. Quality Assurance
Certificate of Participation issued by Window and Door Manufacturers
Association,certifying that Silverline Building Products is manufacturing bP s r `G
products within a quality assurance program that complies with ISO/IEC 14
17020 and Guide 53.
Lyndon F.Schmidt,P.E.
FL PE No.43409
3/27/2015
Sheet 1 of 1
i , r
Silve ine
-�LL
byAndersenW72
WINDOWS • DOORS ;� `'•.o. ... � ~="
53.2 MAX.OVERALL FLANGE WIDTH
6 m
- 52.WMAX.OVERALL FRAME WIDTH
SERIES 70 - MODEL 2127FL .a� 4
a
EXTRUDED VINYL SINGLE HUNG WINDOW
w/or w/out FLANGE 0
�m
"NON-IMPACT' $ oZ
Z
i GENERAL NOTES
I. This product has been evaluated and is in compliance wish the 5th Edition(2014)Florida Building
Code(FBCJ structural requirements Including the"High Velocity Hurricane Zone'(HVHZ). z
2. Product anchors she['be as listed and spaced as shown on details.Anchor embedment to base t a �
material shall be beyond wall dressing or stucco.
3. When used in the'EVHZ"]his product is required to be protected with an impact resistant ^ X x m
covering that complies With Section 1626 of the FIC,
//` W d
.3 4. When used in areas outside of the"HVHL"requiring"Ind borne debris protection fh3 product is
required to be protected with an impact resistant covering that complies with Section 1609.12 '
of the FBC. m
�I Z
wo 0
5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x
buck masonry construclion. -
6. Site conditions that deviate from the defols of this drawing require further engineering analysts o s
by a licensed engineer or registered architect aZ
7. This product meets water infiltration requirements for"HVHZ".
OVERAd,1. OVERALLMAX. - DESIGNPRESSURE(PSI)
GLASS
TABLE OF CONTENTS FiarIGE FRAME 5' D.LO
$HEFT# DESCRIPTION .'DIMENSIONDIMENSION DIMENSION TYPE POSITNE NEGATIVE
1 Typical elevation,design pressures&general notes 53.25 x 63.58" 52.00"x 62.50' 47.69"x 28.25" +62.8 -65.0 —10130112
—._..—
2 Horizontal&vertical cross sections --....--- -- Gt,G2 — N.rs.
53.25"x 74.08" 52.00"x 73.00" 47.69"x 33.50" +55.0 -60.0 Lg1F1�' JH
3 Horizontal&vertical cross sections m
4 Buck and frame anchoring
a 5 Bill of materials,glazing_d..e....t.a.—ils_-&... mentscaonortxxo rm.: n
FL-14917.21 0
srssr 1 ar 5 �
c
I r
I
27
NOTE: 24 _ °
1,LOCATE OPERATING SASH LOCKS 7.5' =L,1c u * 4`
�N - g
I FROM EACH END OFTHE ACTIVE °• ° � i �+•Oz�^1•P
/ MEETING RAIL,FASTEN WITH 121 98 314" ;8 _ gy; 3
SELF TAPPING SCREWS. �� 25 >C 23 ��'•............
ATE
2LOC END OF E MEETING RAIL,FASTTFI4�CH �w _ 26
1 _ Q WITH(2)H6z3/4'SCREWS. L�I�
EXTERIOR G1 G2 INTERIOR 3d
SEE 32 3
X 31 11 NOTE ill SEE z _
NOTE I
14 i �N
2 2 34 12
3 2 0 3 6I
4
23 ABOVE THE MEETING RAI: ABOVE THE MEETING RAIL 23 19 u
27 27 o
16 —
INTERIOR 26 GG pp 1 v
34 33 36 34 17 20 U J 19 ' � r
G2 G1 7 15
ac — 26 -
_o
8 24 9 24 —10130112
25 EXTERIOR 25
sous N.T.S.
1-1/4"MIN, JK
37 BELOW THE MEETING RAIL BELOWTHEMEETING RA IL 3] FMB.IYP. v ua,ar Lf5 a
1-1/4'MIN.
EMB.TYP. �1HORIZONTALCROSSSECTION � 2q )VERTICAL CROSS SECTION, xuw-4
2 Shown w/2X buck Shown w12X buck FL-14911.2 T
s'aat 2 0� 5 Q
hl
1
II
I
OABOVE THEMEEnNG RAIL ABOVE THE MEETING RAIL 24 . G'J�iA
27 =U: * og al-LL
27 C01ij z' ri':OCk'301
INTERIOR I �• -_�• e %�;• .....'/%•` P
° 26 26 i o: 24 ��. 29
° 3433 36 34 17 17o-- - 'hnuHTT 8 m z
15 0 9 0 �E 26 �� io 9mSw s
1 � 22 Imo n a nay.
EXTERIORG2 INTERIORSEE
'3d
\9 \.J 32 $
^ I 1 22 SEE
ETITER,O, 22 O 17 - / 31 11 NOTE 10 NOTEI w
1-114"MIN. ,1.` 1-1/4'MIN, 14 ❑ •. oiw I,
EMB.TYP. 38 BELOW THE MEETING RAIL BELOW THEMEEBNG RAIL 38 EMB'lYP' ❑ �' <1v,
le 9
HORIZONTAL CROSS SECTION O =rc
NOTE: 3 Shovm w/IX buck P1„Tv,•� - 5 z_ as'
L LOCATE OPERATING SASH LOCKS 7.5'
FRAME SHOWN w/OPTIONAL
FROM EACH
GRA EFASTEN EACINE
FIANGF.(TYP.THIS SHEET) v
MEETING RAIL,FASTEN WITH(2)PB x 314" _
SELF TAPPING SCREWS. 18/
2.LOCATE SASH KEEPER 6.5"FROM EACH
END OF THE MEETING RAIL.FASTEN
WITH(2186x3/4•SCREWS.
O N
y
g o � 19 Q 19 w
6
a 6
2 15 �l 15 O 15
_ --� - 26
--29 =a
39
-10130112
_
I'm e: JK
� 3� 7VERTICAL CROSS SECTION ` 4 \VERTICAL
' ,VERTICAL CROSS SECTION ��� LFS a
Optional masonrysill Optional mumnryvll L_2 CROSS SECTION oaaaao xo.,
3 Shawn w/IX buck FL-14911.21
- om 3 or 5 p
i
i
I
i
F I
-'=i
,'����rpltjlnLLs`` Unmo
I Zm2U
�,`ngm 9nns
y 7 \
TYP.24
2X BUCK023,) e��ll ,a2X 6UCK� 1%BUCK —
T
2X BUCK../ TYP.
2XBUCK 23
3
L — — 1X BUCK 24 b z m
Q �(' FRAME _ � 2%BUCK — TYP.
J _ FRAME
asx
d MASONRY_ ? MASONRY �! �_ MASONRY
OPENING OPENiNG� 2X BUCK;��
OPENING 'm
IX BUCK1, 2%BUCK37, ` —IX BUCK 38 — eo
TYP.
ti
7xm
N3
BUCKANCHORING FRAME ANCHORING FRAME ANCHORING o i
MASONRY 52"X73"MAX 42"X58"MAX, n
F-1 N_
CONCRETE ANCHOR NOTES: Qo �
1.Concrete anchoriocafians of the corners may be adjusted to maintain the min.
edge distance to rnodarjoints.
c 2.Concrete anchoriocafions noted as MAX.O.C.(TYP.I"must be adjusted to
maintain the min.edge distance to morfarjoints,additional tonere anchors
may be required to ensure the MAX.O.C.(TYP.)"dmensIons are not exceeded.
3.Comet.anchor fable:
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE m a
MND 2
EMBEDMENT "TOMASONRY TO ADJACENT..: O =
-.TYPE 52E:
y ..._.... ..::-_... r.. EDGE ;:..,:....ANCHOR u
IDV x rise 10 30 12 _
g TAPCON 1/4" 1.1/4" 2" 4" scue
ELCO N.T.S.
s ULTRACONR 1/4" 1-1/4' 1' 4' •�� JR "
auc er: LFS 3
WOOD SCREWINSTALLATION NOTES
1.Maintain a minimum 5/9"edge distance,]"end dWonce,&I"o.c.spacing of t FL—144911.21
wood screws to prevent the splitting aimed. P1—
Is—
I
I
3
f
I
I
l
BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL 518'OVERALL �O`• �� m
1 EXTRUDED PVC MAIN FRAME 452-2611' PVC IHK.GLASS __)� Z ut
2 EXTRUDED PVC SILL 052-2673• _ PVC ' a= Fl
3 EXTRUDED PVC SASH INTERLOCK GLAZING BEAD(11257' PVC QO 30 I/e'ANNEALED N;y z*
4 EXTRUDED PVC MEETING RAIL#52-2901' PVC VW z, w ro
5 EXTRUDED PVC TOP LIFT RAIL#52-2949' PVC _ .� % �•'••.., ..'�,P?y� D m m
6 EXTRUDED PVC BOTTOM RAIL 952-2905' PVCI \`AIR SPACEz�zhzj�'L�cI pl` � N m a`
7 EXTRUDED PVC STILE 452-2905* PVC -118-ANNEALED
9 EXTRUDED PVC GLAZING BEAD VERT.&HORT.#52-1227" PVC I
10 OPERABLE SASH LOCK 1112-2241 - 4Y
....11 SASH KEEPER#12-2240..._.._.--.--_—'--_.__.....__...___._..._..--------- STEEL-- 7/16'GIASS-� 'm 9dam
12 FIXED MEETING RAIL REINFORCEMENT#50.2608ALUM. BOE - 278"
GLAZING DETAIL v
14 LOCK RAIL REINFORCEMENT#50-2609 _ _ ALUM. GIt o a
5/8"OVERALL -�o
15 BOTTOM LIFT RAIL&SASH REINFORCEMENT#50-2961 ALUM.
TK.GLASS
16 WINDOW SCREEN - I u
17 WEATHERSTRIP PILE W/FIN.187 x.270,LOCK RAIL&SASH ULTP.AFAS QO 35 I/8"ANNEALED
18 WEATHERSTRIP PILE W/FN.187x.230,FIXED MEETING RAIL(ULTRAFAB) - S GLAZING Bicep i12 f
dosh Interlock 3
e
19 _WEATHERSTRIP PILE W/FlN.187 X.150,SILL IULTRAFAB) g
_ _ - � 3w
d 2Rl0 WEATHERSTRIPVINYL.BUI.B.IBT'x.375' AMF_SSURY - �-AIRSPACE 3 a
\ �
$ 22 GLAZING COMPOUND DOW#1199) SILICONE 118'ANNEALED 0.84" j 3v
23 #10X2"PPH SMS STEEL 22 1 w �
24 1/4"X 2-3/4'''PFH ELCO OR ITW CONCRETE SCREW STEEL U-
25 2X BUCK SG>=0.55 WOOD 7116°GVSS
26 1/4"MAX.SHIM SPACE - BITE 0.05" z
of o_ a
MASONRY 3,000 PSI MIN.CONCRETE CONFORMINGTO ACI G2 GIADNG DETAIL .�m
27 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE y GLAZING BEAD a LZ,
29 1X BUCK WOOD
v 30 INTERCEPTSPACER STEEL 0.82,--�--- -�Ob5 'm
31 SASH KEEPER#12.5550-030 STEEL
32 OPERABLESASH LOCK#12-SK01-1W STEEL r .� + r � m`i
33 TILT LATCH#07-76625 STEEL
34 #8 X I"PPH SMS STEEL
35 SUPERSPACER BUTYL f` I , D1 -T
-.455,
0.455 o
36 TILT LATCH HP-1 MFG.BY ASHLAND STEEL o 1-- 1 i v0-i
37 #LOX 3'PPH SMS STEEL o
-38-1-1/-4--X4'PFH ELCO OR ITW CONCRETE SCREW STEEL 12 QO-K-RAIDTq LOCKMFEIING RAIL �180Tf0`J MLIFf RA1L65A5H
P.eNla�cemenf Rem,acemenl Retnlorcemen
'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARETO BE PRODUCED
c BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". a e
2.69" 2.69"
1.1 I H i
6"
1.19" I-• _I L �o -0.055 n
I II I f3 I� N -a
0.065
���� �Oplionol Range f atc en JK m
a Optional Flange ooc.er: LP'S ;
�- rc
o OEXiRUDED PVC STILE O_FXTRUUED PVC TOP UFT RAIL PVCMAIN FRAME - PVC SILL o�"'O�o Rae
EXTRUDED PVC BOTTOM RAIL EXf-RUPED PVC MEETING RAIL 7 -- 5 -- L 2
= 6 4 o FL-14911.21
san 5 or 5 a
1