HomeMy WebLinkAboutProduct Approval INSTALLATION NOTES, Silver Line
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SILVER LINE BUILDING PRODUCTS 'Andersen
SHOWN. g7
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM SERIES 70 - MODEL 2127 wrxoows.000as
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED.
3. NSTALL IN IVIDUAL I NSTALLATIO N ANCHORS WITHI N A TOLERANCE OF±1/2 EXTRUDED VINYL SINGLE HUNG WINDOW N H w 902
PN:Q92)439-IOOfI
INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS
(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT (IMPACT) H m m
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. w 3 v
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING p 0'a'n i
SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE3/8INCH.SHIM WHERE GENERAL NOTES: O Z�+p 12 O -J x
/ SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED 5�'2 L3 u W a
OF HIGH DENSITY PLASTIC OR BETTER. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND o V < lD-C=
MANUFACTURED TO COMPLY WITH THE 6TH EDITION I.Z
S. FIN INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING USE 88 WOOD FLORIDA BUILDING CODE(FSC),INCLUDING FIVHZ AND HAS w-.Z T j 2 m
SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NABS OF SUFFICIENT BEEN EVALUATED ACCORDING TO THE FOLLOWING: ta- W 4. co H Q
LENGTH TO ACHIEVE 1-1/21NCH MINIMUM EMBEDMENT INTO WOOD • TAS 201-94 W ]Q t4
93 Z
SUBSTRATE.INSTALLATION SHALL MAINTAIN MIN.3/B°EDGE DISTANCE. .
TAS 203-94 111 t~il Q COTAS 202-94 V)z LLJ W-C
TABLE OF CONTENTS a o I
6. FIN INSTALLATION:FOR INSTALLATION INTO META STUD USE 88 • ASTM E33D-02 � a) m
SELF TAPPING SCREWS,OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 • ASTM E1886-05 �+ CL
Cf
THREADS PENETRATION BEYOND METAL WALL INSTALLATION SHALL MAINTAIN • ASTM E1996.06/09/12 SHEET REVISION SHEET DESCRIPTION
MIN.3/8°EDGE DISTANCE. • AAMA/WDMA/CSA 101/IS.2/A440-08 W
1 - INSTALLATION 6 GENERAL NOTES F-
7. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING 2. ADEQUACY OF THE EXISTING STRUCTURAL 2 - ELEVATION d ANCHOR LAYOUTS
USE 810 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH CONCRETE/MASONRY,2X FRAMING,AND META FRAMING
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 3 - VERTICAL&HORIZONTAL SECTIONS(NAA FIN)
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT m
B. THROUGH FRAME INSTALLATION:FOR INSTALLATION THROUGH 1X BUCKTO LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 4 - VERTICAL 6 HORIZONTAL SECTIONS(THROUGH FRAME) '^
CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH ENGINEER
OR ARCHITECT OF RECORD FOR THE PROJECT OF 5 HORIZONTAL SECTIONS,BUCK INSTALLATION,GLAZING Z
DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH DETAIL,4 REINFORCEMENT
MINIMUM EMBEDMENT.INSTALLATION SHALL MAINTAIN MIN.13/4"EDGE 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND
DISTANCE. ANCHORED AS SPECIFIED HEREIN.REFER TO SHEET S FOR F�•/••\� OF4
9. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO METASTUD USE FURTHER DETAILS OF BUCK INSTALLATION. N#10 SELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM q THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
OF 3 THREADS PENETRATION BEYOND META WALL GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION to
10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WAND
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
INCLUDING BUT NOT LIMBED TO STUCCO,FOAM,BRICK VEENEERNEER,,ANDDSIDING. ALICENSED ENGINEER OR ARCHITECTSHALL PREPARE SITE
11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT MAX OVERALL SIZE DESIGN MISSILE
COATING. APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR CONFIG.
AHI. WIDTH HEIGHT PRESSURE IMPACT RATING
12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
INSTALLATION ANCHORS INTO MORTARJOINTS.EDGE DISTANCE IS MEASURED 52" 73" O/X +55/-60PSF LMI/SMI \ Z
FROM FREE EDGE OF BLOCK OR EDGE OF MORTARJOINT INTO FACE SHELL OF ON THIS PRODUCT IN AREAS REQUIRING IMPACT ` I...
BLOCK. RESISTANCE.
2
13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 6. WINDOW FRAME MATERIAUPVC O•. ^ 6:.R
MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE 7. IN ACCORDANCE WITH THE 6TH EDITION TBC,WOOD
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH = ; F
SPECIFIED BY THE ANCHOR MANUFACTURER. COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON CHAPTER 23. ••.,
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: dj� •" b
B. GLASS MEETS THE REQUIREMENTS OFASTM E 1300 O ��
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55.
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GLASS CHARTS.SEE SHEET SFOR GLAZING DETAILS. '///1!1111 LLL\\\\\
C GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS _
TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. ^ m N m Z J
D.HOLLOW BLOCK CMU-UNITSTRENGTH CONFORMS TO ASTM C-90 WITH to
3 _U-Uli Z
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. to Q V V)
E.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALLTHICKNESS
OF 47.8 MIL(0.0478"or 18 GAUGE).MIN.1/2'EDGE DISTANCE. DWG#:
F. ALUMINUM-MINIMUM ALLOY 6063-TS.MINIMUM WALL THICKNESS OF �•\AVV/Do�1
1
1/16'.MIN.1/2°EDGE DISTANCE. Digitally signed by Hermes F.Norero,P.E. .5 _
Date:Reas2:Iam.0approving this document FL#_FL19-715== SHEET: 1 OF ej
Date:2017.06.1422:01:56-04'00'
SilverLine
byAndetsen
WINDOWf•DDOPf
ONE SILVEPLINE DRIVE
NORTH BRUNSWICK,NT 08902
PH;V52)435-1000
MAX.O.A FRAME
WIDTH 52" N 3 Z
MAX.D.L.O. o
WIDTH 47.69" o Z a a ^
g E 3"MAX. 6"MAX. 6.25"MAX. rt + a_ x
3 4 FROM O.C. FROM �+ I p Q LL v
CORNERS CORNERS N H m
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w m �ZUJm
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F i_ I4 MAX.D.L.O. "0" 6"OMC X.HEIGHT 33.50" J-
5 12.50"MAX. a
O.C.
MAX.O.A FRAME m
HEIGHT 73" V)
Z
MAX.D.L.O. X. 3"MAX. 6.25"MAX. O
HEIGHT 33.50" FROMFROM f-� OZ
CORNERS CORNERS
A D W
3 4 Ja
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT
SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW
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DWG#:
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SHEET: 2-_OF C
CONCRETE/MASONRY 11/2"MIN. SIIVeTLind
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BY OTHERS EMBEDMENT �rMde
CAULK BETWEEN •=
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CONCRETE/MA50NRY d 2X
WOOD BUCK BY OTHERS 4.`a. .'•. •• '
2X WOOD BUCK BY OTHERS
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SEE SHEET 5 FOR 3/8"MIN.
CONNECTION DETAILS EDGE DIST. NON oNe savew u e DNxve
02
#8 WOOD SCREW H�4WI5-1000 9
INSTALLATION ANCHOR
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EXTERIOR FINISH MIN.3/8"EDGE DISTANCE ^'$ H m
BY OTHERS 1/4"MAX. w o i
1/4"MAX. SHIM SPACEa
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PERIMETSEALAER
SHIM SPACE ... f ' °°O++ Q V LL
O.A. BY OTHERS n Z a G Z m
UNIT
HEIGHT EXTERIOR INTERIOR MIN. THREADS � N m H Z<
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DETAIL,SHEET 5 INTERIOR INSTALLATION ANCHOR
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NOTE 14
3 HEAD-2X WOOD BUCK SHEATHING m
NAIL FIN BY OTHERS
' —EXTERIOR FINISH N
SEE GLAZING EXTERIOR . . BY OTHERS Z
PERIMETER SEALANT
DETAIL,SHEET 5 BY OTHERS H 0
O.A. ;
#10 WOOD SCREW 2X WOOD BUCK/STUD SilverLine
INSTALLATION ANCHOR 3/4"MIN BY OTHERS brAndersen
ASONRY CONCRETEBY OTHERS e . - EDGE DISTANCE SEE SHEET 5 FOR
$ ' :. '. CONNECTION DETAILS 1/4"MAX.
'• d•• � a MIN.3 THREADS
CAULK BETWEEN a E' SHIM SPACE PENETRATION BEYOND
CONCRETE/MASONRY °•
BY OTHERS SEE GLAZING METAL STRUCTURE w i x o o w s......
DETAIL SHEET 5 orae savexr_we oaxve
EXTERIOR FINISH 11/2"MIN. O- 'V
rman�:(752)3MOODrM UT esoz
BY OTHERS EMBEDMENT INTERIOR / 'F �zl"%100°
#10 GR.5 SELF-TAPPING SCREW
INSTALLATION ANCHOR Z
PERIMETER SEAI
HIM SPACE METAL TUBE/STUD OR APPROVED w o z
BY OTMULLION BY OTHERS, 0 Z 0 a m A
SEE SHEET 1 INSTALLATION zO.A. EXTERINTERIOR NOTE 14 0^Z �aUNIT EXTERIOR . /2"EDGE DISTANCE W= <N T H N m ^
HEIGHT PERIMETER SEALANT J/ 0 m Z¢
SEE GLBY OTHERS EXTERIOR FINISH w w m W
DETAIL,SBY OTHERS m
O.A.A
UNIT + C ^'
WIDTH a'
E VERTICAL SECTION F HORIZONTAL SECTION
4 HEAD-2XWOODBUCK 4 JAMB-METAL TUBE/STUD OR APPROVED MULLION
THROUGH FRAME THROUGH FRAME-BELOW MEETING RAIL
Z
SEE GLANG
DETAIL, HEEEETT 5 11/2"MIN. O O
EMBEDMENT
EXTERIOR INTERIOR IX WOOD BUCK(OPTIONAL) 1/4"MAX.
BY OTHERSCONCRETE/MASONRY SHIM SPACE INTERIOR w
O.A. BY OTHERS '•
UNIT / �
HEIGHT / 3/16"FH Il YV TAPCON •:• DETAIL SEE SHEET 5
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INSTALLATION ANCHOR o
/ 3
I/4°MAX.
PERIMETER SEALANT SHIM SPACE OO ® OO ���►�I I I/11,
BY OTHERS �•
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! •' '' EDGE DISTANCE �• / O, ^ A..1
EXTERIOR FINISH • a. •' , _i
BY OTHERS a .. ' v• •: EXTERIOR = F
4.
CONCRETE/MASONRY •' ' ' PERIMETER SEALANT F
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BY OTHERS BY OTHERS
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i a WIDTH
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ww
F~ mV) m Z W N
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p VERTICAL SECTION HORIZONTAL SECTION
4 SILL-CONCRETE/MASONRY 4 JAMB-CONCRETE/MASONRY/IX BUCK DWG#:
THROUGH FRAME THROUGH FRAME-ABOVE MEETING RAIL S W D011
SHEET: A OF 5
SilverLine
brAndersen
43/64"O.A.I.G.LAMINATED GLASS r4l
CONSISTING OF: wipDDws•DOORS
1/8"ANNEALED GLASS ONE SILVERLINE DRIVE
2 7/32"STEEL SPACER NOR BRUUNSWISK. 8902
3/32"ANNEALED GLASS
0.090"SAFLEX PVB INTERLAYER BY
EASTMAN CHEMICAL COMPANY u v m
EXTERIOR INTERIOR 3/32"ANNEALED GLASS a 3 m o H x�
W a U)tD VI 0 n
m
0 EXTERIOR INTERIOR
I n� JZZma
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1 11!J O1.�
STEEL SPACER a 2
VERTICAL SECTION 1/8"OR 3/32" / MIN.GLASS tii h o "t W o
H SITE 7/16" _ a�m
5 MEETING STILE SETTING BLOCK
DOW 995 SEALANT
GLAZING DETAIL o
a
m
Z
0.83" 0.87" NOTE: O
1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE
O.n„ ADJUSTED TO MAINTAIN 1"MIN.CENTER TO CENTER H a
T 0.9" SPACING BETWEEN ANCHORS SUCH THAT MAX.O.C.
t 0.06" SPACING SPECIFIED IS NOT EXCEEDED. uj
0.45" 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK o
OLOCK RAIL TOP O LOCK MEETING RAIL
ALUMINUM . ALUMINUM 1/4"ITW TAPCON ANCHOR
4"FROM CORNERS
16"MAX.O.C.THEREAFTER 2X WOOD BUCK OF SUFFICIENT ����I I I►►►�
L� 0.34" DEPTH TO FULLY SUPPORT i� g
WINDOW FRAME. �G�•" y��9 '�} (6
0.13" BY OTHERS _ p :2
11/4"MIN. _
0.46" EMBEDMENT MIN
,• 11/2" .EDGE
0.87" ••, ;' v+,'�° DISTANCE ~ �:
OBOTTOM LIFT RAIL A SASH 2"MIN.EDGE ���y••. •ROS �
3 ALUMINUM DISTANCE CONCRETE/MASONRY ��►► *P�����
BY OTHERS ►►►n I n�
n !�
°D vI m Z _j uI
REINFORCEMENT DETAILS BUCK INSTALLATION DETAIL o 0 0 v= z
DWG#:
S W D011
SHEET: 5 OF 5