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� AM E RI -A ® CAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOOl
ONE SILVER LINE DRIVE
. NORTH BRUNSWICK,NJ 08902
0 SILVER LINE WINDOWS AND DOORS
® v PH:(888)741-0354
70 SERIES / V1 SERIES / 2127
� w ( ) W
SINGLE- HUNG WINDOWS 1120E z � f
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(HVHZ)(IMPACT) �3a W 7 Z z a a H§1
GENERAL NOTES: w W j Q 0 3
x
MAX OVERALL SIZE TABLE OF CONTENTS w 0 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND N Z < m
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE G N
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION n z w
BEEN EVALUATED ACCORDING TO THE FOLLOWING: J
• TAS 201-94 52" 73" O/X +55/-60 PSF LMI/SMI 1 GENERAL NOTES&GLAZING DETAIL F-,
• TAS 20-94
TAS 203-94
2 - ELEVATION&ANCHOR LAYOUTS ~ u
•
• ASTM E330-02 3 - VERTICAL SECTIONS REMARKS BY DATI
• ASTM E1886-12 7TH FBC EDITION NUS 0/14/
• ASTM E1996-17 4 - HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/I.S.2/A440-11 5 HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
2. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING TIE DRSTAWTON OETARS DMRIBED HEWN ME GENET
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF AN-NOTRE-AMALCONDmOMFORASPECII
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT SDE.IFSITEWNDOIONS 5EIN1TALUTONT)DEV
FROM THE REWIRE-DETAILED HERON,A UCENSa
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEERORARCHIIECTSHAMPREPMESRESPEOFIC
MS FOR OSE WI7HTM5OONMEM.
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF OONME
INSTALLATION. eason:I am approving this document
I 3. 1XAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTINGOF:AMINATEDGLASS ate:202`` Q111WQ��,,�00'
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALED GLASS '��j
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE c� •• �i
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 7/32"STEEL SPACER -
RECORD FOR THE PROJECT OF INSTALLATION. 3/32"ANNEALED GLASS 1••N ]••7••:�O
0.090"SAFLEX PVB INTERLAYER BY
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE EASTMAN CHEMICAL COMPANY
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 3/32"ANNEALED GLASS + '0 $ A OF Q'
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION O Z \
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, \ ���.� O IDP•' �/
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE �j 0—
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN Q iE EXTERIOR / INTERIOR 7
NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT y 1� 7% L�D..A'�yP.E.Elio 7'iry
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR i �tdi I 00 390 E DMlIAe ih wRi,33e
AHJ. U l� I DANA BEACH,FL 33001
fBPE LEFT.OF AUTHOFFEATION N.B570
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED 1y STEEL SPACER \
ON THIS PRODUCT IN AREAS REQUIRING IMPACT Q \ MIN.GLASS FL#: F L14911
RESISTANCE. 1/8"OR 3/32" BITE 7/16"
SETTING BLOCK
6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23.18
ITION FBC,WOOD TREMCO S700 SEALANT DWG.BY: CHK.BY:
7 COMPONENTS S ALL HAVE BEEN RESE. IN ACCORDANCE WITH THE CURRENT DRVATIVETREATED GLAZING DETAIL 1 HR HFN
OR SHALL BE OF DURABLE SPECIES AS DEFINED IN SCALE:
CHAPTER 23. NOTE: NTS
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.#: 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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AMERICAN CRAFTSMAN WINDOM
SILVER LINE WINDOWS AND DOOI
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
MAX.O.A FRAME ^F V3 S Z m
WIDTH 52" N p o
MAX.D.L.O. wza In0� gSY
WIDTH 47.69"
o:3a
3"MAX. 6"MAX. 6.25"MAX. ui L7 z (D m s
A B FROM —�{ O.C. FROM N
3 3 CORNERS I CORNERS I _N ,,, 0.9
w = O =m 3
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ALL FASTENERS ABOVE w /
THE MEETING RAIL INOL J OL C
THE INTERIOR JAMB w
MAX.D.L.O. ,.p„ 6'MAX. „p„ TRACK MUST BE FLATHEAD ,1p11 o.
HEIGHT 33.50"
C O.C. REMARKS BY DATI
4 7TH FBC EDITION NUS 0/141
12.50"MAX.
MAX.O.A FRAME O.C.
HEIGHT73"
STALIATION OETW L5 DESCRIBED HEREIN ARE GENEI
D ANDIMAYNOT 0.ENECTACNALEONODIONSFORABPEOI
BDE.1F SRECONE RIONS CAUSE INSFAW1T1°NTO D_
4 FROMMEN_IREMENTBDETAILEOHEAEIN,A UCENSD
MAX „X„ UX1. ENGINEERORARCNRECFSHNLPREFARESDESPEOFIC
ENSS
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t * N .7 7
ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT
SA OF ilr
SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW110
398 E.DANIA BEAM RIND..33B
DANIA BEACH,FL 33W4
FBPE CENT.OF A1IFHORINTION No.29578
FL#:
FL14911
DATE: 01.23.18
DWG.BY: CHK.BY:
HR HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
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AMERICAN CRAFTSMAN WINDON
SILVER LINE WINDOWS AND DOOI
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,N108902
PH:(88 8)741-0354
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DATE: 01.23.18
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NTS
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3 NAIL FIN 3 THRU FRAME SHEET:
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AMERICAN CRAFTSMAN WINDOM
SILVER LINE WINDOWS AND DOOI
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,N108902
PH:(888)741-0354
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ANDNU.V NDT NDMOARUMEDNDMIDN9N3AA9P
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4 LOWER SASH DATE: 01.23.18
DWG.BY: CHK.BY:
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SCALE: NTS
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SHEET:
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MIN. SUBSTRATE 1/4"MAX.
EDGE DISTANCE BY OTHERS SHIM SPACE SUBSTRATE MIN.EMBEDMENT SUBSTRATE
INTERIOR BY OTHERS BY OTHERS AMERICAN CRAFTSMAN WINDOIA
o SCREW IN THE INTERIOR SILVER LINE WINDOWS AND DOOF
CHANNEL
MIN. ONE SILVER LINE DRIVE
MIN. EDGE DISTANCE u NORTH BRUNSWICK,NJ 08902
EMBEDMENT 0 o z PH:(888)741-0354
o� SCREW IN THE EXTERIOR a
0O CHANNEL Z N
PERIMETER SEALANT —� 1/4"MAX. o o
BY OTHERS SHIM SPACE n IQ z
PERIMETER SEALANT z u m
BY OTHERS 1/4"MAX. 30 z m
EXTERIOR 0 INTERIOR EXTERIOR MIN. SHIM SPACE N o-C w z a m t
EMBEDMENT EXTERIOR 0 INTERIOR w z a 600 cc
W _zl— p m5maV.6
Iwi1 l7� zzl,Z3 17 :
DA VERTICAL SECTION HORIZONTALSECTION HORIZONTALSECTION �z"w02
5 THROUGH FRAME(HEAD) ,�
5 THROUGH FRAME(JAMB) 5 NAIL FIN(HEAD) w J= F ° A 3
W Ur z2m }mm
1/4"MAX. ^z o- m
SUBSTRAT SHIM SPACE REINFORCEMENT DETAILS g W
BY OTHERS �� 0.34" P w <a'.
INTERIOR 0.83" 0.87" I-
a
Z 2 � -- 0.13" REMARKS BY DATI
w e e - - i
0.77" 0 9 7TH FBC EDITION NUS D/14/
m EXTERIOR Q INTERIOR 04T 0.06" 0817„� —0.46"
w 1
z LOCK RAIL TOP LOCK MEETING RAIL BOTTOM LIFT RAIL&SASH ]NE INSlAtlAT10N 0ET111L50F5U110FD NFREIN ME GE-
ALUMINUM O ALUMINUM O ALUMINUM O ALUMINUM m(.NIFN5r1]NFDWNomoes—CO D unoH TO OEVIA
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OCCUMENIS FOR USE WI]HTNIS DCNMEN].
DISTANCE
HORIZONTAL SECTION VERTICAL SECTION
5 NAIL FIN(JAMB) 5 MEETING STILE
INSTALLATION NOTES:
=� �'•��•E••S 'PCI S.
1. ONE(i)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. ANCHOR SCHEDULE METHOD suesrRArE ANCHOR SCHEDULE MIN EMBEDMENT MIN.EDGE ,* N
= 1'
2. THE NUMBER I INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODU 7�
MAXIMUM SIZEE CT INSTALLATION OF THE #8 WOOD SCREW D STANCE
LISTED. WOOD:MIN.sc=o.ss S
PAN HEAD 1.s• o.7s• A OF
NAILING FIN METAL:18 GAUGE Steel, #8 TEK SCREW 3 THREADS MIN j�.(\ ,_ O IQP.`• �/�
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1/21NCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT MIN.Fy=33KSI PENETRATION BEYOND 0.50'DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. METAL
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM #10 PAN HEAD IN 0.75• ��,� Ro/a N.EXTERIOR CHANNEL 390 E DANIA BEACH BEYDc 330
WHERE SPACE OF I/161NCH OR GREATER OCCURS.SHIM(5)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIAeFBcCH 33001
WOOD:MIN.SG=0.55 FEIK CERt.OF AU]NORITA 3 Na 29578
S. FOR MASONRY OR CONCRETE OPENINGS,SX WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE #IN FLAT HEAD IN THE 1 5' 0.75`
INTERIOR CHANNEL FL q:
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE q3 ON SHEET 1 FOR MORE F L 14911
INFORMATION. 3 THREADS MIN
#1E PAN HEAD INPENETRATION BEYOND 0.5o•
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND METALN.18 GAUGE Fy=33K Sleel, EXTERIOR CHANNEL METAL .DATE: 01.23.18
SIDING. THROUGH FRAME MIN.Fy=33KSI 3THREADS MIN
#IN INTERFLAT IOR
HAAD N EL PENETRATION BEYOND o.50• °WGI-i R `HKFi BY:
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT INTERIOR CHANNEL METAL
COATING.
CONCRETE:Pc=3000PSI 3116�H ON ,.25• ,.75. SCALE: NTS
F
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DWG.q: SW D050
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
MASONRY:CMUper ASTM 3116'ITW TAPCON t.zs• 1.75" SHEET:
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS CBD MIN.200o PSI FLATHEAD
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.
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