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FL21335-113 Revision Silver Line Building Products Corp. Locke Bowden P.E. Approved
History Category:Windows (334)300-1800
Subcategory:Casement
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*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
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mhtml:file://C:\Users\Matthew\Downloads\Florida Building Code Online(2).mhtml 1/31/2019
SILVER LINE BUILDING PROD
V3 SERIES170 SERIES CASEMENT WINE
(H VHZ) (IMPA C T RA TED)
GENERAL NOTES: TABLE OF CONTENTS
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND SHEET REVISION SHEET DESCRIPTION
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN 1 - GENERAL NOTES&GLAZING DETAI
EVALUATED ACCORDING TO THE FOLLOWING:
• AAMA/WDMA/CSA 101/I.S.2/A440-11 2 - ELEVATION&ANCHOR LAYOUTS
• ASTM E1886-05 3 - VERTICAL SECTIONS
• ASTM E1996-12
• TAS 201-94 4 - HORIZONTAL SECTIONS
• TAS 202-94 5
TAS 203-94 _ INSTALLATION NOTES AND ANCHOR DE
•
t 2. ADEQUACY OF THE EXISTING STRUCTURAL
6 - BILL OF MATERIALS&COMPONEN7
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
j WITHSTANDING AND TRANSFERRING APPLIED PRODUCT OVERALL SIZE
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE PRODUCT DESIGN INSTALLATION
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF MODEL WIDTH HEIGHT PRESSURE METHOD
INSTALLATION.
i 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 70NCWIIMP 36" 72" +50/-50 PSF NAIL FIN
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
ti STRUCTURE. BUCK DESIGN AND INSTALLATION IS THEFT
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 70RCW11MP 36" 72° +50/-50 PSF FRAME
RECORD FOR THE PROJECT OF INSTALLATION.
i
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION 3/4"O.A.I.G.LAMINATED GLASS
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, CONSISTING OF:
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE 3%a"A EALED RN PACE,GLASS,
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN 3/32"ANNEALED GLASS
NON-HVHZ AREAS:IN IiVIiZ AREAS,ONE TIME PRODUCT 3/32o'ABLITACITE BY NNEALED GLASS ARAYAMERICA II
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR
AHJ.
EXTERIOR INTERIOR
5. APPROVED I M PACT.PROTECTIVE SYSTEM IS NOT REQUIRED 5
ON THIS PRODUCT IN AREAS REQUIRING IMPACT a
RESISTANCE. 1
r niinr�rni rnnnnr nnnTrnni.noir TIN COATED STEEL '�
FRAME MAX.
WIDTH 36"
VENT MAX.
WIDTH 34"
DLO MAX.
WIDTH 29"
A B
- 3 3
FRAME MAX.
HEIGHT 72"
B
4
VENT MAX.
a X„ HEIGHT 70"
D.L.O. MAX.
HEIGHT 65"
i
s
s
0
' 8" MAX. 5.5" MAX.
8" MAX. FROM CORNER 1 MAX. O.C.
FROM CORNER
FROM CORNER
i
,
's
11.25" MAX. 5.5"-IMAX.. —
i O.C.
O.0
X„ ,X,
i
9
7
-- — 6
4 �
/ 5 SEE Gl
SEE GLAZING
DETAIL,SHEET 1 DETAIL,S
NOTE:
1. NAIL FIN INSTALLATION MAY USE
OPTIONAL J—CHANNEL SUCH
THAT TYPICAL INSTALLATION
METHODS AND ANCHOR
REQUIREMENTS ARE MET.
MAX. FRAME 2. THROUGH FRAME INSTALLATION MAX. FRAME
HEIGHT MAY USE AN OPTIONAL SNAP ON HEIGHT
MAX. PANEL FLANGE SUCH THAT TYPICAL MAX. PANEL
HEIGHT INSTALLATION AND ANCHOR HEIGHT
MAX. D.L.O. REQUIREMENTS ARE MET. MAX. D.L.O.
HEIGHT HEIGHT
EXTERIOR INTERIOR NOTE: 1X WOOD BUCK
BY OTHERS IS OPTIONAL
FOR MASONRY APPLICATIONS.
0
I
1
SEE GL
SEE GLAZING DETAIL,S --
DETAIL,SHEET 1 \ 5 g
's
4
5 5
3 SEE GLAZING INTERIOR SEE GLAZING
DETAIL,SEE SHEET 1 DETAIL,SEE SHEET 1
d
/ EXTERIOR i
-- 96 q - 407 -
MAX. D.L.O.
WIDTH
MAX. PANEL
WIDTH
MAX. FRAME
WIDTH
A HORIZONTAL SECTION
4 THROUGH FRAME INSTALLATION
i
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t
i
2 5
SEE GLAZING INTERIOR SEE GLAZING
DETAIL,SHEET 1 DETAIL,SEE SHEET 1
;
�D d
;
6
4
4 EXTERIOR
MIN. SUBSTRATE M
EDGE DISTANC� BY OTHERS EMBEI
NOTE:
MIN. 1) JAMBS&SILL HAVE SIMILAR DETAILS
° v ' EMBEDMENT
1/4" MAX. �ao 1/4"
SHIM SPACE SHIN
EXTERIOR INTERIOR EXTERIOR
A VERTICAL SECTION g HORIZONTAL SECTIO
5 THROUGH FRAME(HEAD) 5 THROUGH FIN(JAMB)
I
INSTALLATION NOTES:
i
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION ANCHOR SCHEDULE
SHOWN. METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBI
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM WOOD:MIN.SG=0.55 #8 WOOD SCREW 1 ,
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE FLAT HEAD
MAXIMUM SIZE LISTED. NAIL FIN ANCHOR DETAIL THREE
DETAIL METAL:18 GAUGE #8 TEK SCREW pENETRATI(
i Steel,MIN.Fy=33KSI FLAT HEAD
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2 ME]
INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS #10 WOOD SCREW
(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT WOOD:MIN.SG=0.55 FLAT HEAD 1..
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
METAL: 18 GAUGE #10 TEK SCREW 3 THREE
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING Steel,MIN.Fy=33KSI FLAT HEAD PENETRATI(
SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE THROUGH FRAME MEl
SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S)SHALL BE CONSTRUCTED ANCHOR DETAIL CONCRETE: 3/16"ITW TAPCON
OF HIGH DENSITY PLASTIC OR BETTER. fc=3000PSI FLATHEAD 1.2
5. FOR MASONRY OR CONCRETE OPENINGS,A 1X WOOD BUCK MAY BE USED MASONRY:CMU per 3/16"ITW TAPCON
_ (OPTIONAL)_AS_LON.G_ASTHE—MINIMU.M_EMBED.MENTAND_EDGE_DISTANCE ASTM C90 MIN.2000 1.2
__
----- ------ ---PSI---- FLATHEAD
i REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST
SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE INFORMATION.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND
cininir_
BILL OF MATERIALS NAIL FIN FRAME N
ITEM# DESCRIPTION MANUFACTURER MATERIAL O PVC O P`
1 NAIL FIN FRAME SILVERLINE PVC
2 NAIL FIN FRAME WITH J-CHANNEL' SILVERLINE PVC
3 REPLACEMENT FRAME SILVERLINE PVC 3.250"
u
4 GLAZING BEAD SILVERLINE PVC 0.075"
2.633" CQ
5 CASEMENT MAIN SASH SILVERLINE PVC
6 SASH REINFORCEMENT SILVERLINE ALUMINUM ! or
0.051 - - -
7 TRACK REINFORCEMENT SILVERLINE ALUMINUM
8 SS ENCORE DUAL ARM OPERATOR SILVERLINE ALUMINUM
9 SNAP ON FLANGE SILVERLINE PVC 75'.065"
3 REPLACEMENT FRAME 4 GLAZING BEAD 5 CASEMENT MAIN SASH O S
PVC PVC O PVC A
O
O 2.455
1
3.244"
0.879" T 0.075
0.075"�
v
T
n
t
2.647" �p 0.051'
2.434" j aluJ
.051 0 0.415"
0 +
+ 0.075"
i
0.069" 0.051"
SNAP ON FLANGE
TRACK REINFORCEMENT O PVC
O ALUMINUM
.4
.420 0 27"
" �---j �--� - -- - - - -
0.04 1.020
+.4210"
- I -0-.05511---
0.060"
0:055" -0.060"
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