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AMERICAN CRAFTSMAN WINDOWS ACRAFTSMAN WINDOWS R'
SILVER LINE WINDOWSAND DOOR
SILVER LINE. WINDOWS AND DOORS ONES(988)71-035ILVER LINE VE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
70 SERIES / V1 SERIES / (2127)
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SINGLE— HUNG WINDOWS Z G$
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(HVHZ)(IMPACT) �s '� l$
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GENERALNOTES: J=
MAX OVERALL SIZE TABLE OF CONTENTS W m m
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND DESIGN '^Z c
MISSILE
MANUFACTURED TO COMPLY WITHTHE CURRENT EDITION CONFIG. o� o
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION ? w
BEEN EVALUATED ACCORDING TO THE FOLLOWING: a
• TAS 201-94- 52" 73" O/X +55/-60 PSF LMI/SMI I - GENERAL NOTES&GLAZING DETAIL r m
• TAS 202-94 r
2 - ELEVATION&ANCHOR LAYOUTS
TAS203-94
• REMARKS BY DATE
ASTM E33"2 3 - VERTICAL SECTIONS
• ASTM E1886-12 7TH FBC EDITION NUS 0/14/2i
• ASTM E1996-17 4 - HORIZONTAL SECTIONS
• AAMA/WDMA/CSA 101/152/A440-11 5 - HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
REINFORCEMENT DETAILS
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING ixF varuuroxoEruEsoeswarn nEu�nnueu'eme
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF "ND1'1iYN0f"�"�E"���m"OA1O"SfOX4OiK
LfF.ss vrz mnnmmn uuss uaruurwx ro oExarE
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
EnOM rxE xmwavnwrs oFrnuEn xFnun
ENGWEER tMPPWIIECT4WLNRPARF SifE�E�1L
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE xrs roausEwm�msoocuw,Em.
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF ' My '9
INSTALLATION. son:1 am approving this document
43/64"O.A.I.G.LAMINATED GLASS ate:2020.10 011109q ZOV
3. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF:
ANNEALED GLASS ���```
ANCHOREDTO PROPERLY TRANSFER ALL LOADSTOTHE .. i
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS ` �.� `S•• �O i
RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY N ] ]
EASTMAN CHEMICAL COMPANY a
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 3/32"ANNEALED GLASS S A OF
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, ]// \ ��j�'� - _0 LOP''
ALICENSEDENGINEERORARCHITECTSHALLPREPARESITE EXTERIOR / \� INTERIOR
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN �j n LrnSv.E.
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT I I �Z'� °Pam.
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR ase E onxrs eEna aw.s va
AHJ. wvan eE"cx,a vmE
etoE czar.oc numox¢nrge rm n�
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED STEEL SPACER FL LI;
MIN.GLASS F L14911
THIS PRODUCT IN AREAS REQUIRING IMPACT RE 1/8"OR 3/32" BITE 7/16"
RESISTANCE. SETTING BLOCK
6. WINDOW FRAME MATERIAL:PVC DOW 995 SEALANT DATE: 01.23.18
TREMCO S700 SEALANT DWG.BY: CHK.BY:
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD HR HFN
COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS
CHAPTER 23. NOTE:
ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.#: SWD050
8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTLINED IN
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD SHEET:
RESISTANCE. I
OF 5 ol
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINOOWSAND DOOR'.
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NJ 08902.
PH:(888)741-0354
U
MAX.OA FRAME
N N Z
WIDTH 52" \o g G
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MAX.D.L.O. zt; O3 a = p 5 3 $s
WIDTH 47.69"
32
3"MAX. 6"MAX. 6.25"MAX. z d _
FA B FROM O.C. FROM �+ I >>N Z
3 3 CORNERS I W= Z W
CORNERS
W�S o
NOTE: o vZ—i p
ALL FASTENERS ABOVE w '
THE MEETING RAIL IN G oQ a
THE INTERIOR JAMB F-
MAX.D.LO. .0. 6"MAX• .0„ TRACK MUST BE FLAT HEAD .0„ ~
HEIGH1 33.50" C O.C. 1 REMARKS BY DATE
4 1_ 7TH FBC EDITION NUS 0/14/21
12.50"MAX.
MAX.OA FRAME O.C.
HEIGHT 73"
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ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT �, s A of j
SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW �i O� ����
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FL14911
DATE: 01.23.18
DWG.BY: I CHK.BY:
HR HFN
SCALE: NTS
DWG.a: SWD050
SHEET:
OF 5
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOOR'.
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NI08902
PH:(888)741-0354
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DETAIL,SHEET 1 DETAIL,SHEET 1 >
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REMARKS BY DATE
_ = 7TH FBC EDITION NUS 0/14/2,
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FL14911
DATE: 01.23.18
DWG.BY: CHK.BY:
HR HFN
SCAL3VERTICAL DWG.SECTION VERTICAL SECTION wG.a: SWWD050
NAIL FIN 3 THRU FRAME SHEET:
3
OF 5
AMERICAN CRAFTSMAN WINDOWS
SILVER LINE WINDOWS AND DOOR'.
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
SECTION FOR INTERIOR SECTION FOR 3 Z
BLOCK&TACKLE SEE GLAZING SEE GLAZING -CONSTANT FORCE =o.--. z a�A P%
BALANCERS o\ DETAIL SHEET 1 DETAIL SHEET 1 BALANCERS \^z
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MAX.FRAME WIDTH 7TH FBC EDMON NUS o/14/21
HORIZONTAL SECTION
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DWG.BY: CHK.BY:
HR I HFN
SCALE: NTS
DWG.a: SWD050
SHEET:
4
OF 5
00,
MIN. SUBSTRATE 1/4"MAX.
EDGE DISTANCE BY OTHERS SHIM SPACE SUBSTRATE MIN.EMBEDMENT SUBSTRATE
INTERIOR BY OTHERS —�-I BY OTHERS AMERICAN CRAFTSMAN WINDOWS
SCREW IN THE INTERIOR SILVER LINE WINDOWS AND DOORS
CHANNEL
MIN. ONE SILVER LINE DRIVE
MIN. EDGE DISTANCE w NORTH BRUNSWICK,NJ 08902
EMBEDMENT W z PH:(888)741-0354
SCREW IN THE EXTERIOR a
CHANNEL z N
—� 1/4"MAX o „T
PERIMETEBY TH NETS SHIM SPACE PERIMETER SEALANT N t o Z m
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BY OTHERS 1 4"MAX. +3
EXTERIOR EXTERIOR MIN. SHIM SPACE N Z-E < O Q$Ie g z
INTERIOR
EMBEDMENT EXTERIOR INTERIOR w 3 a. F z Z 3
A VERTICAL SECTION g HORIZONTAL SECTION C HORIZONTAL SECTION r zw 5
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THROUGH FRAME HEAD w W= ¢¢O d LL 3
5 (HEAD) 1j THROUGH FRAME(JAMB) 5 NAIL FIN(HEAD)
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SUBSTRAT SHIM SPACE REINFORCEMENT DETAILS
BY OTHERS w <�
0.34" 1_
INTERIOR 0.83" 0.87" ~ a
Z 2 ��{ �I REMARKS BY DATE
1 0.13"
0.77" p 9" (" T 7TH FBC EDITION NUS 0/ia/21
w �� I
w EXTERIOR INTERIOR� T �I I�0.46"
0.06" 0.87"
0.45"
w 1
z t LOCK RAIL TOP LOCK MEETING RAIL BOTTOM LIFT RAIL&SASH
7EXTERIOR O ALUMINUM T ALUMINUM 3 ALUMINUM '"°"
MI1Y NOI et{IfLT MTMI Cerleliler6 FOA A SVf C W C
srtF.6LRf 1"RIOeEGUSF�xTTYIATIXi iO oflnalE
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MIN.EDGE
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HORIZONTAL SECTION VERTICAL SECTION
5 NAIL FIN(JAMB) 5 MEETING STILE ````` T l f l fill,,
0/1,'nf
INSTALLATION NOTES: ANCHOR SCHEDULE `�`` �.�•E••S ��'i
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT 1
N
DISTAANCE s MR -
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE WOOD:MIN.SG=OSS WOOD SCREW 1S 0.75• + R-o S A OF
MAXIMUM SIZE LISTED. PAN HEAD + ir
NAILING FIN3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1/21NCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT METAL.-18 GAUGE Steel• o8 TEK SCREW 3THREADS MIN ��,e,•(� O IDP: <l/�`�
MIN.Fy=33KSI PENETRATION BEYOND osw �• \
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 3/81NCH.SHIM EXTERIOR CHANNEL#10 PAN HEAD INIs* o.7s � o c a7 go. N sve L--H BLw.I m>.:
WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(5)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTICOR BETTER. WOOD:MIN.SG=OL5 DPNN BFACR R330e1
rave ter.a AIR"ORCAigN Ho asie
5. FOR MASONRY OR CONCRETE OPENINGS,IX WOOD BUCK MAYBE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE d10 FLAT HEAD IN THE
1S 0.75'
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE f13 ON SHEET 1 FOR MORE INTERIOR CHANNEL FL a: F L 14911
INFORMATION. 3 THREADS MIN010 PAN HEAD IN PENETRATION BEYOND 0.50'
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT UMITED TO STUCCO,FOAM,BRICK VENEER,AND METAL:toy-33K SH�e1, EXTERIOR CHANNEL METAL DATE:
SIDING. THROUGH FRAME MIN Fy=33NSI 01.23.18
010 FLATHEAD IN THE 3THREAD3MIN DWG.BY:
CH.BY:
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT INTERIOR CHANNEL BEYOND DSO•PENETRATION METAL
COATING. HFN
CONCRETE 1`c3000PS1 T 3116• WTAPCON SCALE: NTS 1.75•S
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FLATHEAD 12 DWG•.4� SW DOSO
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
NRY:CMU Der 3118•ITW TAPCON t2s tas SHEET:
CHXI MM.p00 PSI FLAT HEAD
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