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AMERICAN CRAFTSMANs�11I.I 0 W ,MAU? ' 'q 2021 ASLVER LINE WINDOWS&IDOORSS
SILVER LINE WINDOWS AND D RSerS itLugl Coalrrtlrent ONE SILVERLINE HB(888)71-0354DRIVE
NORTH BRUNSWICK,NJ 08902
70 SERIES/ V3 SERIES/ (8700)
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GLIDING WINDOWS (HM&IMPACT) Wot o a �
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GENERAL NOTES: '3 s x s
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE
TABLE OF CONTENTS E_`` a 3
CURRENT EDITION FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN O co
SHEET REVISION SHEET DESCRIPTION "' a
EVALUATED ACCORDING TO THE FOLLOWING: o Z m
• AA
MA/WDMA/CSA 101/I.S.2/A440-11
1 B GENERAL NOTES&GLAZING DETAILS � w
• ASTM E1886-12 2 B ELEVATIONS&ANCHORLAYOUTS w a
ASTM E1996-17
TAS 201-94 3 B VERTICAL SECTIONS t= a
•
• TAS 202-94 4 B HORIZONTAL SECTIONS REMARKS BY DATI
• TAS 203-94 5 B ANCHOR DETAIL&SCHEDULE 6TH FBC EDITION FM
6 B COMPONENTS&BILL OF MATERIALS 7TH FBC EDITION LH 10/2,
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING,AND METAL
FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE nEixsuu nory oEEuu oEwueeoxwax xEEExa
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. �xo rxorrvEnEc a�uumxomoNswaeEVEm
Srt0IFpIEREQU x5CAUSELYSUR1 NTOD V
7/8"O.A.I.G FEx�wanoas� x�nuaxxrriaxczial—CCn
3. 1X AND 2X BUCKS WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER CONSISTING OF: OOCUM ry SFox usEvmxmsoo vx EN.
( 1/8"ANNEALED GLASS
ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF AIR SPACE Igitallyslgned �qu F Norero
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 1/8"ANNEALED GLASS essom�l@p11 nglhFd cument
0.090"PVB INTERLAYER
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL 1/8"ANNEALED GLASS
CONDITIONS FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE SETTING BLOCK \ SPACER MATERIAL:BUTYL-REINFORCED STEEL N O .
FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL
PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS.IN SILICONE
fl SA OF .W;
HVHZ AREAS,ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR �71
W7
AHJ. EXTERIOR INTERIOR �n O
5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS 'sS�a EP.
,4�`�`
REQUIRING IMPACT RESISTANCE. 1/2"MIN.GLASS
ma a°ANu eua si w. 15
BITE GLAZING DETAIL rve oEtE°µur.OF�unawz�naN Nq xes�e
�a'R�
6. WINDOW FRAME MATERIAL:PVC a
FL N:
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING GLAZING NOTES: FL 149941. GLASS TYPE AND THICKNESS SHALL COMPLY WITH
DETAILS. ASTM E1300 REQUIREMENTS AS WELL AS APPLICABLE DATE: 09.26.17
SAFETY GLAZING REQUIREMENTS PER THE FBC.
THICKNESS,TEMPER,AND SAFETY GLAZING DWG.BY: CHK.BY:
REQUIREMENTS SHALL BE REVIEWED ONASITE CL HFN
DESIGN PRESSURE TABLE SPECIFIC BASIS. SCALE: NTS
2. SETTING BLOCK DUROMETER HARDNESS OF 70-90
SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING (SHORE A)AS REFERENCED IN FBC CHAPTER 24. DWG.It: SW D029
3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH SHEET:
73.0"X 63.0" XO +50/-50 PSF LARGE MISSILE FOR GLASS WIDER THAN 36"AS PER FBC CHAPTER 24.
4. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAX
VALUES IN GLASS CHARTS.
OF 6
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS&DOORS
ONE SILVERUNE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(889)741-03S4
UNIT MAX.
O CJ m
WIDTH 73" n z m
DOH 7
r a
Wore 5 O�"���
WIDTH 325" rL _ ga$`
LD mm:;;`
21"MAX.O.0(TYP.) 6"FROM L7 R z z%s
B A CORNER(TYP.) W o=
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o Ym^
m
w
w a
8"MAX.(TYP.) ~ a
REMARKS BY DATI
6TH FBC EDITION FM 10/1'
v 7TH FBC EDITION LH 10/2,
UNIT 11 11 „o„ D.L.O.MAX. rL ll/��� ����� THE wS AVAnON D—DESEA—HEREIN—GEND
MAX. X HEIGHT AND MYNOT 0.ERERARUA fDNDR DNE EO0.A5➢ECD
sssE"sfEE EnrvDmoxs uusE INnA"AnDx m DFvsc
HEIGHT 56.12" —a 0 REMENROETAaEDHFPFSMU—
ExswEFa oaAaartERsxAuraEVAassnEsaeaEx
OMUMENiS f00.USE'Mf11 TNIa DO"IMFM.
63" A
4 6"FROM '.%jjunullii�i
CORNER(TYP.)
\ ES PoS
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D 5A OF
40 :
6"(TYP,)—� 2"(TYP.)
N"
aP.E Nu 7JrTe
NE E DAMIA rCH�W. 3"
DANIA 6EACN,rL
WE CENT.OF AMCKWON Na 2957!
ELEVATION ANCHOR LAYOUT FL#:FL 14994
THROUGH FRAME DATE:
09.26.17
DWG.BY: CHK.BY:
CL I HFN
SCALE: NTS
DWG.a: SWD029
SHEET:
2
OF 6
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS&DOORS
ONE SILVERLINE DRIVE
30 NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
Z E{
DD H
n 3 now
�
W 2� O pil NA :
cDSSmPa:
»N Z356
0 T F a 3
6 25 4 I� > 'mm
2 2 J a \a
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REMARKS BY DATI
SEE GLAZING = SR 6TH FBC EDITION FM 10/1'
DETAILSHEET 1 SEE GLAZING w
O = DETAIL SHEET 1 O w 7TH FBC EDITION LH 30/2,
EXTERIOR EXTERIOR -j 2
INTERIOR INTERIOR o LL
rNEiNsrAUAnoN DETruu DEsaueco NE. ARE GENN
MID MAY NOT RFSIERARUAL CONDIrIDN FORA SPEft
2 � � 9EF.DSIfE CONd110XSGViE LYSfAWBON TD DENA'
FRO M THE REQUIREM FLATS DETAllEO XEREVI,A U[FMSD
ENGINEER DRAKHRERSNALLPREPARESRESPECIFlC
DDCUMENR FOR USE NTFN TNIS DDCUME-
6 a o
2
4 4 6
5 0 0 25 5 N .E.s PC)
.7 7
3 3 sn OF
P.E Na 77IM•
xe c DANIA EFAACH BLHw.,C �
DANA MACH,Fl.s]Dof
FBPE CENT.OF AUTHDN2ABDN N.2957!
30 FL#:
FL 14994
DATE: 09.26.17
DWG,BY: CHK.BY:
CL HFN
VERTICAL SECTION VERTICAL SECTION SCALE: NTS
3 3 DWG•#: SWD029
SHEET:
3
OF 6
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS&DOORS
ONE SILVERLINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
Z FF
vi W O K O 0
INTERIOR ? S 3 s
' 3
�U' N z25
\Z 2 F F,I a
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3 27 4 13 22 2 SEE GLAZING 4 2 22 21 20 2 13
DETAILSHEET1 _ 'm
w `\�
z
a
1.. w
F i
/ REMARKS BY DATI
SEE GLAZING GTH FBC EDITION FM 10/1'
DETAIL SHEET 1 7TH FBC EDITION LH 10/2,
CD CDTIE IHST lDNDUAIESDI-BEDHEAElNAAEGB5
ANOAUYNOYREBERAC C0NOOIUNSFORASPEOI
2S O O SDEIFS CDNO RON-EINSEAWTONT)DEYIA'
iRDM ME REO01 PEMFNSS DETAR£D HEREIN,A NOENSO
ENGINEERORAROIRERSHALLPREPARE SPEOHC
O O OOCIIMENR iOR OSE WfDITItf DOSLMFM.
0
D.L.O. #8 PPH SMS 19 22 24 D.L.O. 22 `��� E p
30
r• MAX.FRAME WIDTH ` 0
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EXTERIOR *
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q HORIZONTAL SECTION o� o (oP•:
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0 pld6T MCe.
see E.DANIA BEACH Bow.0 55B
DANIA BEACH,FL 33004
Fen CERT.OF AUTHOFMIION N.2957E
FL#:
FL 14994
DATE: 09.26.17
DWG.BY: CHK.BY:
CL HFN
SCALE: NTS
DWG.#: SWD029
SHEET:
OF 6
NOTE: EXTERIOR INTERIOR —^1 MIN.EDGE DISTANCE
MIN.EDGE DISTANCE
SILL AND JAMB HAVE
SIMILAR THROUGH FRAME SUBSTRATE SILVERAMERIC LINE
CRAFTSMAN&DOORS
ANCHOR DETAILS 3/8"MAX. BY OTHERS SILVER LINE WINDOWS&DOORS
SUBSTRATE SHIM SPACE
BY OTHERS 1 ONE SILVERLINE DRIVE
MIN.EMS. NORTH BRUNSWICK,NJ 08902
r/z//V/ PH:(888)741-0354
MIN.EMS. PERIMETER SEALANT
3/8 MAX.
BY OTHERS MIN.EMB. f SHIM SPACE o
3/8 MAX.
77AP, �_o sn
u Z:3
SHIM SPACE SUBSTRATE BY OTHERS a w 0 o O Q I,e
�m G S
MIN.EDGE EXTERIOR O O INTERIOR 3 zz 9 a
DISTANCE
»N !
EXTERIOR INTERIOR �?j
A ANCHOR DETAIL g ANCHOR DETAIL C ANCHOR DETAIL W ca 3
h K }
om
5 THROUGH FRAME(HEAD) 5 STRAP ANCHOR(SILL) 5 WINDOW LOCK /
w a c
a
EXTERIOR INTERIOR a
MIN.EDGE DISTANCE NOTE: �.I MIN.EDGE DISTANCE REMARKS BY DATI
SILL AND JAMB HAVE I
SIMILAR THROUGH FRAME SUBSTRATE 6TH FBC EDITION FM 10/1'
SUBSTRATE ANCHOR DETAILS BY OTHERS---,. 7TH FBC EDITION LH 10/21
BY OTHERS
INSTALLATION NOTES:
MIN.EMS. MIN.EMS.
THE INSTAWRON oETRaS DE—BE0 HEREIN ME GENN
AHO MAr#or nEREVAETuu mHomoHs waAsnrm
sIIE v srtE mHomoru uusE 1xsTAUAno H ro oEvu'
iROM THE REo.U1nFMENiS OETNI£D HFAEW,A U�NSB
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED PER LOCATION IN SILL,TWO(2) 3/8 MAX. ENGWEFa OPMf]Im:Cr SEWLRRERMESmiSnEOAC
INSTALLATION ANCHOR ARE REQUIRED PER LOCATION IN HEAD&JAMB. 3/8"MAX. SHIM SPACE OacuMEHrswausEwmlTNls oowMEWr.
O
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF SHIM SPACE
ANCHORS TO BE USED FOR PRODUCT INSTALLATION OFTHE MAXIMUM SIZE LISTED. `����`` E F• O'2j��i
i
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCEOF31/2 INCH THE EXTERIOR O O INTERIOR `�� .•'• E•• ���
DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT INTERIOR •�"\ S••• �O
CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE EXTERIOR N 7
INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(S). D ANCHOR DETAIL E ANCHOR DETAIL = -0 S A OF
MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 5 THROUGH FRAME(HEAD) 5 WINDOW LOCK 0,(,
INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY SNAP ON FLANGE SNAP ON FLANGE
PLASTIC OR BETTER. ANCHO
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT OI+AA P.E Np
S. FOR MASONRY OR CONCRETE OPENINGS,A 1X WOOD BUCK MAY BE USED(OPTIONAL) WOOD:MIN.SG=0.55 910 WOOD SCREW 1 39e EB
.5' 0.75' DUlH1AWBEA�Oa 1EL
AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE 0Ar0A!£S R.
STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON METAL 1B GAUGE, 3THREADS MIN PENETRATION iHPE CERT.OF AUMORRATION Ne.29578
SHEET 1 FOR MORE INFORMATION. THROUGH FRAME CONCRETE:
H74TEKSCREW BEYOND METAL 0as FL CONCRETE: 1/4'ITWTAPCON 1.75' 2.5' FL 14994
fc=3000P51
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING MASONRY:CMU per 1/4'ITWTAPCON 1.75' 2.s
BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. ASTM C90 re=2000Ps
WOOD:MIN.SG-0.55 010 WOOD SCREW 1.s• 0.75' DATE: 09.26.17
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF METAL'IS
GAUGE, 3THREAOS MIN PENETRATION DWG.BY: CHK.BY:
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. MIN.Fy-33KSI 414 TEK SCREW BEYOND METAL 0'75 C� H F N
STRAP ANCHOR CONCRETE:
rc=3oDOP51 1/4'ITW TAPCON 1.75' 2.5' NTS
6. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION SCALE:
MASONRY:CMU per 1/4'ITW TAPDDN 1.75• 2.5•
BLOCK ANCHORS OR EDGOE OF MORTAR RTAR EJOINT IDGE DISTANCE IS TO FACE SHELL OF BLOCK. WOOD:
FROM FREE EDGE OF srO:MIN.SO=0ps DWG.#: SW D029
WOOD:MIN.SG=0.55 110 WOOD SCREW 1.5' 0.75'
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR METAL•18GAUGE, #14TEKSCREW 3THREADSMINPENETRATION o75' SHEET:
WINDOW LOCK -MIN,Fy-33KSI BEYOND METAL
MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED corvcRETe 7/4'ITW TAPCON 17s' zs
IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY re=3000PSI
THE ANCHOR MANUFACTURER. MASONRY:CMU per 1!4`ITWTA'CON t.7s• zs•
TM C90 rc-2DOOPS OF 6
I
MIN.EDGE DISTANCE NOTE: EXTERIOR INTERIOR MIN.EDGE DISTANCE
SILL AND JAMB HAVE
SIMILAR THROUGH FRAME SUBSTRATE A SILVER
CRAFTSMAN WINDOWS
ANCHOR DETAILS 3/B"MAX. BY OTHERS SILVER LINE WINDOWS&DOORS
SUBSTRATE
BY OTHERS 1 SHIM SPACE ONE SILVERUNE DRIVE
MIN.EMB. NORTH BRU 8)741-,N1 08902
PH:(866)741-0354
V/z//V/ MIN.EMB. PERIMETER SEALANT
BY OTHERS MIN.EMB. 3/B MAX.
3/8 MAX. SHIM SPACE o u
r=4� SHIM SPACE "3
a SUBSTRATE BY OTHERS a po¢ W R
Z
MIN.EDGE EXTERIOR O O INTERIOR
DISTANCE
INTERIOR
EXTERIOR
A ANCHOR DETAIL g ANCHOR DETAIL C ANCHOR DETAIL W 03 m
Ln om
5 THROUGH FRAME(HEAD) 5 STRAP ANCHOR(SILL) 5 WINDOW LOCK K = o /
a a <a
6
EXTERIOR INTERIOR a
MIN.EDGE DISTANCE NOTE: �I MIN.EDGE DISTANCE REMARKS BY DATI
SILLAND JAMB HAVE I
SIMILARTHROUGH FRAME SUBSTRATE 6TH FBC EDITION FM 10/1'
SUBSTRATE ANCHOR DETAILS BY OTHERS
7TH FBC EDITION LH 10/21
BY OTHERS
MIN.EMB. MIN.EMB.
INSTALLATION NOTES: WEiI A ONDE1uIS—BEDNI-NAREGENu
AND MAYNOTREFEECEAMAt WNDMOM MRABREm
SREIFSifE NNDIIIONS GUSE INSTA RD.N1DOE71A'
FROM TXE REOUIRFMFNR DETNIE D N.EIN,A UCENBD
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED PER LOCATION IN SILL,TWO(2) 3/8 MAX. ENGINEER OR SNALL RREPME E EPEDFIC ..
INSTALLATION AN ARE REQUIRED PER LOCATION IN HEAD&JAMB. 3/8"MAX. SHIM SPACE OOCIIMFN15 FOfl USEK1i11 TN1E DON SIEMEM.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF SHIM SPACE T,SLLLIIIfPAI
ANCHORS TO BE USED FOR PRODUCT INSTALLATION OFTHE MAXIMUM SIZE LISTED. \\�. �//el
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF31/2 INCH THE EXTERIOR O P
INTERIOR
DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS(I.E.,WITHOUT e .'�,� - S'�• 'A0
CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE EXTERIOR INTERIOR N
INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(S). D ANCHOR DETAIL E ANCHOR DETAIL 'D S A OF r D:
MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH.SHIM WHERE SPACE OF 1/16 5 THROUGH FRAME(HEAD) 5 WINDOW LOCK 0� _ lDP•: (V�;
INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY SNAP ON FLANGE SNAP ON FLANGE i�
PLASTIC OR BETTER. �i 7SS` r1G\��
a.rt\\
METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT P.0 Ny)7
S. FOR MASONRY OR CONCRETE OPENINGS,A 1X WOOD BUCK MAY BE USED(OPTIONAL) D�DI@ IN
WOOD:MIN.SO A10WOODSCREW 1.5• 0.75• 399 E DANA BEAM BLYO, 3Te
AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE DANIA BEAD.R.3
STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE IN ON METAL:18 GAUGE, 3 THREADS MIN PENETRATION FHPE DERT•OF AUTHOWATION NO.ZB57B
MIN.FY-73K51 X1d 7EK SCREW BEYOND METAL o.75'
SHEET 1 FOR MORE INFORMATION. THROUGH FRAME CONCRETE: FL II:
fe a 3000PSI 114'ITWTAPCON 1.75• 2.5• FL 14994
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING MASONRY:CMU por 1f4•ffW TAPCON 1.7s 2.s'
BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. STM C90 PD=2DOOPs
WOOD:MIN.SO-0.55 010 WOODSCREW 1.5• 0.75• DATE: 09.26.17
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF METAL:IS GAUGE. 3THREADS MIN PENETRATION DWG.BY: CHK.BY:
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. MIN.Fy=33Ks1 W14 TEK SCREW BEYOND METAL 0'75 C� H F N
STRAP ANCHOR CONCRETE;
Pe-3000PSI 1M•ITWTAPCON 1.75• 2.5• NTS
B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION MASONRY:CMU par SCALE:
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF STM C90 re-2000PS 1M'ITWTAPCON 1.75, 2.5•
BLOCK OR EDG E OF MORTAR JOINT INTO FACE SHELL OF BLOCK. WOOD:MIN.SO-0.55 aIOWOODSCREW 1.51 0.75• DWG'": SWD029
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR METAL 18 GAUGE, p1dTEKSCREW 3 THREADS MIN PENETRATION 075• SHEET:
MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED WINDOW LOCK MIN.Fp33KSl BEYOND METAL
CONCRETE: 1IA'ITW TAPCON 1.75' 2.5'
IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY Pc-3000PSI
THE ANCHOR MANUFACTURER. MASONRY:CM ITW TAPCON 1.75•
sTMc9orezuop9asvd 2.s•
OF 6
BILL OF MATERIALS
AMERICAN CRAFTSMAN WINDOWS
NO. PART NUMBER DESCRIPTION MATERIAL O STRAP ANCHOR O GLAZING BEAD O FRAME SILVER LINE WINDOWS&DOORS
1 R8795 STRAPANCHOR STEEL
2 99517 GLAZING BEAD PVC
ONE SILVERLINE DRIVE
3.750" NORTH BRUNSWICK,NJ 08902
3 08701 MAIN FRAME PVC 1.594" PH:(888)741-0354
4 - WEATHERSTRIP-FIN PILE VINYL .075"
5 R8722 SILL INSERT PVC 0.07$" 0.363" 2.25" o
6 08704 SASH RAIL PVC E4.813"—
64" 0.04 OO n V
Do Z L
13 98706 PULL STILE PVC - � Q L
19 08707 EXTERIOR MEETING STILE 6063-T6 0.623" W O r 0
z2a NNW
20 - SASH KEEPER LOCK STEEL
21 U8708 INTERIOR MEETING STILE PVC \Z; m a
O SILL INSERT O SASH RAIL 13 PULL STILE 0 J W
22 08766 SASH REINFORCEMENT 6063-T6 if— u0 �p
23 R8515 EXTERIOR MEETING STILE REINFORCEMENT STEEL b Z Y co
m
1.562" Z o
24 N8761 INTERIOR MEETING STILE REINFORCEMENT STEEL 0.065" 4435"'l
"
25 - WINDOW LOCK PLASTIC 0.625' i- ° a
2" EF
26 WEEP 1 1.435"0.07"
1.19" REMARKS BY DATI
27 - TRACK REINFORCEMENT 6063-T6 1.54" 6THFBCEDITION FM 10/1'
1.00" 7TH FBC EDITION LH 10/2,
30 88559 SNAP-ON FLANGE PVC
31
19 EXT.MEETING STILE 21 INTERIOR MEETING STILE 22 SASH REINFORCEMENT
1HE INSTAlL1TIDH DETARS DFSE]DeED HEREIN ME GFNEI
ANDAIAY CREfEECTACNAEINnAIDNSNTOD E°
SRDRSRE mNDRI IENl3 SEINST.HM1 .TDCI D
1.562" RDMT f REDDG EMENR DEEMED HERE N.AIIGHED
ENGINEERDRMOIR U SHALLRRERMESIZE EpE4EIC
DDNMENR fOR DEF WRIITNIS DONMfM.
1.562"
0.10" 1.251"
1,435' 0.07" o ```,`tt1tTLITFTF2j77'''
0.07" � 1.60" 0.819" ��� .• � ��i
1.00" E
�
'0 S �pl
:* N .77
25 WINDOW LOCK 23 EXT.MEETING STILE REIN. 24 INT.MEETING STILE REIN. 27 TRACK REINFORCEMENT S A OF
i�C).cN
F �
0.074" 0.334"—{
0.125"—{
° ° 0.825" I +l.
0" a Duu BFwa BLw.DANUF BFAOL Z IFBPEfFAT.OF AUMOPo2A7KM Na 2i578
2.688' 0 875" 1L0.186" FL N:
0.968 z" FL 14994
DATE: 09.26.17
3.750" DWG.BY: CH HBY:N
30 SNAP-ON FLANGE
0.060" SCALE: NTS
1.435" o O 1.375" DWG.a: SWD029
0 0
SHEET:
0.275"
0
OF 6
BILL OF MATERIALS
AMERICAN CRAFTSMAN WINDOWS
NO. PART NUMBER DESCRIPTION MATERIAL O STRAP ANCHOR T
GLAZING BEAD O FRAME SILVER LINE WINDOWS&DOORS
1 #8795 STRAP ANCHOR STEEL
ONE SILVERLINE DRIVE
2 a9517 GLAZING BEAD PVC
3.750" NORTH BRUNSWICK,N108902
3 98701 MAIN FRAME PVC 1.594" PH:(8881 741-0354
4 - WEATHERSTRIP-FIN PILE VINYL 47# .075"
5 ae722 SILL INSERT PVC 0.075" 0.363" Q
2.25" p gg
s ae704 SASH RAIL PVC E4.813"-
4" 0.04" �� �
< Z
13 #8706 PULLSTILE PVC 0.623"
19 48707 EXTERIOR MEETING STILE 6063-T6 O C Q K 3 2
w2a � p2S�^-=
20 - SASH KEEPER LOCK STEEL FyE1 3 l0 m m �77
21 a8708 INTERIOR MEETING STILE PVC
O SILL INSERT O SASH RAIL 13 PULL STILE o J W o
22 ae766 SASH REINFORCEMENT 6063-T6 m n 3
23 a8516 EXTERIOR MEETING STILE REINFORCEMENT STEEL 1.562° n W
Z /
24 08761 INTERIOR MEETINGSDLE REINFORCEMENT STEEL D.C) W C�/J
0.065" 0.07" j 2 n
25 - WINDOW LOCK PLASTIC O Ou W
0.625" ET
r a
1.00" 1.562° 0.07"
26 - � WEEP HOLE - 1.435' 1.19" REMARKS BY DATI
27 - TRACK REINFORCEMENT 6063-T6 1.5411 6TH FBC EDITION FM 10/1'
1.435" 1.00" 7TH FBC EDITION LH 10/2,
30 a8559 SNAP-ON FLANGE PVC
'31
19 EXT.MEETING STILE 21 INTERIOR MEETING STILE 22 SASH REINFORCEMENT
TxF IxsrA"An"x DRUFG DEsaueeD HERDx ME LEND
ANDFMY NDTPFRLRACTURLCDNDRIOxS WRA9Ef9
SIZE IF RTECDNDRIONG GUSE INETADAnONTD DFNA'
1.562" iROMTNE RDRARFMENESDRAIFEDXFREN SP ERC
ENGINE£R OR MCNRER SF W L IR V ARE SRE SYEdiIC
_ 1.562" DDcvFAENrs FDR usEw"x Txls"acvMFNr.
1.435" 0.07" 0.10" 1.251" `SSSILII111"
�� E F• //,�i
0.07'0� 1.60" 0.819"
1.00" J
� Es po
�* N .77
9�k
25 WINDOW LOCK 23 EXT.MEETING STILE REIN. 24 INT.MEETING STILE REIN. 27 TRACK REINFORCEMENT S A OF ir
4 O LOP0.074"-[
:'
O.lzs"-{
" N p
0 0 0.825" 0300„ °B E.llA BEACH BLIV 00a
ff DAMA iRON.FL
- o.29SM
2.666"
o 0.968" 10.875" 1.4PS_35" 0.186" 0 6 " FL III:
1.492" FL 14994
DATE: 09.26.17
3.7501, O SNAP-ON FLANGE DWG.BY: CHK.BY:
30 CL - HFN
0.060" SCALE: NTS
1.435" o 0o O o0 1.375" DWG.#: SWD029
0.275" SHEET:
OF 6 oo