HomeMy WebLinkAboutProduct Approval RECEIVED
NOV 0 6 71ig
ST. Lucie County, Permitting
E sil room
SILVER LIN BUILDIN PR TS CORP.G ODUC
V1 SERIES170 SERIES�SINGLE HUNG WINDOW (2127) tu
GHBRUNS I DANE
NORTH N EaLVERLI EE,RIVE
(IMPACT RATED)(HVHZ)
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GENERAL NOTES: Z _t7
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MAX OVERALL SIZE TABLE OF CONTENTS w:3y m
'^S m
MANUFACTUREDTO COMPLYWITH THE CURRENTEDITION CDNFIG, DESIGN MISSILE p
FLORIDABUILDING CODE(FBC),INCLUDING HVHZANDHAS WIDTH HEIGHT PRESSURE IMPACTRATING SHEET REVISION SHEET DESCRIPTION •s
BEENEVALUATEDACCORDING TOTHE FOLLOWING: a
• TAS 201-94 52" 73" CIA +55/-60 PSF LMI/SMI 1 - GENERAL NOTES&GLAZING DETAIL a
• TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS
• TAS 203-94
REMARKS BY DATE
• ASTM:330-02 3 - VERTICALSECTIONS
• ASTM E1886.05 -
• ASTME1996-06/09/12 4 - HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/IS.2/A440.08S - HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING sxsuunuunox xwuouwsm xuuusuieesxua:
oxo sur xmss,ucrsnw�mxmnxf ws�srtasc
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF sm.iPsm[mnnm"wwsseixsruumxroomxre
WITHSTANDING AND TRANSFERRING APPLIED PRODUCE a°1m msicem"snsartmsxyyy�ssiesrsas¢°
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE masssnswsuse sxamcusssxr.
s ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
3 INSTALLATION. Reelson s�,_P1�y1t1AArIgy4,Nore e^P.E
43/64"O.A.I.G.LAMINATED GLASS M B6tTyYm
�\ 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: Date: .3e.
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALEDGLA55 �� •E.•
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER '�� `S•• rOM
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32'ANNEALED GLASS N .7 7
RECORD FOR THE PROTECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY
e EASTMAN CHEMICAL COMPANY S A OF CC
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 3/32"ANNEALED GLASS - 4!
T GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR , i��,n it)?'.
ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION / /� \ ��
° TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, �/
.,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
/ \ `SO �E�``��
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERIOR /fl�l�l�TdE
NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT ate"oNo 73M DROPS.DID
APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR I I �°LOwA
DA A�ti OWL .
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STEEL SPACER
S. APPROVED IMPACT PROTECTIVE SYSTEM ISNOTREQUIRED / FL 11:
ON THIS PRODUCT IN AREAS REQUIRING IMPACT 1/8"OR 3/32" BATE 7/16N. L " F L14911
RESISTANCE.
SETTING BLOCK
6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23,18
DWG.BY: CHK.BY.,
4 7
COMPONENTS SHALL H AVE BEEN PRESERVATIVE TREATED GLAZING DETAIL 1 HR HFN
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS
CHAPTER 23. NOTE:-
B. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.p: SW D050
SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
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MIN. SUBSTRATE MIN.EMBEDMENT
SHIM SPACE SUBSTRATE SUBSTRATE Silver Line
EDGE DISTANCE BY OTHERS INTERIOR 3 BY OTHERS BY OTHERS InAndRWri
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0.45"
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INSTALLATION NOTES:
ANCHORSCHEDULE �• N 7 7
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. METHOD SUBSTRATE ANCHORSCHEDULE MIN EMBEDMENT MIN.EDGE
'E• DISTANCE S A OF ,'it
9 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OFTHE WOOD:MIN.80=0.55 R8WOODSCREW 1.5' 0.75'
s MAXIMUM SIZE LISTED. 'PAN HEAD
S MIN
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OFt1/2INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT
NAILING FIN METAL'18 aO St"al, NBTEKSCREW pENETRAATIAONBEYOND 0.50' / Q LQ�G����``
DETAILS(I.E.,WITHOUT CONSIDERATION OFTOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NE)R. METAL 'R'tfiFIBN1L1,t�G
z N10 PAN HEAD IN TARDA PS ND 7777E
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMS.MAXIMUM ALLOWABLE SHIM STACK TOBE39INCH.SHIM tDTTERIDRDHAxNEL 15' O.7S' BUIDNGDROPS.INC
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. / 338
sae M.OF AAUTTHO IZ SON N
WOOD:MIN.SO=0.65 RIPE CERT.OF AVRWE7A3 Nu 2257E
N10 FLAT HEAD IN THE
A S. FOR MASONRY OR CONCRETE OPENINGS,IX WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE INTERIOR CHANNEL 1s 0. FL FL It:
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE 93 ON SHEET 1 FOR MORE F L14911
INFORMATION. 7 THREADS MIN
010 PAN HEAD M PENETRATION BEYOND 0.60'
METAL'6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND THROUGH FRAME ME1E GAUGE SIDAI, EKTERIORCHANNEL METAL DATE: 01,23,18
.�
MIN.Fy v 33KSI SIDING. 010 FIAT HEAD INTHE 3THREADS MIN DWG.BY: CHK.BY:
INTERIOR CHANNEL PENETRATION BEYOND Dre HR H F N '
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT METAL
COATING, 3118'RWTAPC0
N SCALE: NTS
CONCRETE.=P51 FLATHEAD 175' 1.76'
e
B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.a: SW D050
3 FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. MASONRY:CMU wASTM vur ITW TAPCON 12W 1.76. SHEET:
C90 MIN.2000 PSI FLATHEAD
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS 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 5