HomeMy WebLinkAboutENGINEERING SINGLE HUNG WINDOWS l L1,q �� 5
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AMERICAN CRAFTSMAN WINDOWS ALVERLINCINDO S NDDO I
SILVER LINE WINDOWS AND D001
SILVER LINE WINDOWS AND DO" 2����°«� °NESRNSWICKDJ089
NORTH BRUNSWICK,N108902
n E® FOR
PH:(886)741-0354
70 SERIES / V1 SERIES / (2127) CODE COMPLIANCE �3 z zm
SINGLE- HUNG WINDOWS STo LWE COUNTY ak a-0
(HVHZ)(IMPACT) ��� ��f�`-�I�-I �Z� � gl jj
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GENERALNOTES: ' J= F
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS Z m m m
DESIGN MISSILE
.MANUFACTUpEDTO COMPLY WITH THE CURRENT EDITION CONFIG. o�+
WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION ^ ? w
FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS a �
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94 52" 73" O/X +55/-60 PSF LMI/SMI 1 GENERAL NOTES&GLAZING DETAIL F
• TAS 202-94, 2 - ELEVATION&ANCHOR LAYOUTS
• TAS 203-94 REMARKS BY DATI
• 'ASTM E330-02 3 - VERTICAL SECTIONS
• ASTM E1886-12 7TH FBC EDITION NUS 0/14/
• ASTME1996-17 4 - HORIZONTAL SECTIONS
• AAMA(WDMA/CSA 101/I.S.2/A440-11 S HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES&
' 2. ADEQUACY OF THE EXISTING STRUCTURAL REINFORCEMENT DETAILS
CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING ME V6TAl1ATIDN OFTALLS-BID xEReN GENe
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
AxD AurnmaEaEnArnsAlmtmmD w
snO itWEmxomoxscunE UDHMroNTDMSD
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT � FADw,TxBUGmnENExrsDEm¢DxEnEm,auaxso
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE F3'aD"Dc�uMEr rs�row u�sEwm�TMaoo u�MExrPEOf10
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION. esson:I am approvin8 this document
43/64"O.A.I.G.LAMINATED GLASS ate:2020.10 p111R/9;t'02'00'
3. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF:
ANCHOREDTO PROPERLY TRANSFER ALL LOADSTOTHE 1/8"ANNEALED GLASS �� -. O
i
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 7/32"STEEL SPACER ��� .••' •• �i
RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF 3/32"ANNEALED GLASS ti ,••�.�•E•.S 'Po i
RECORD FOR THE PROJECT OF INSTALLATION.
0.090"SAFLEX PVB INTERLAYER BY �*�. - N
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE EASTMAN CHEMICAL COMPANY
GENERIC AND MAY NOT REFLECTACfUAL CONDITIONS FOR 3/32"ANNEALED GLASS -0 S A OF c rr
ASPECIFICSITE.IF SITE CONDITIONS CAUSE INSTALLATION ��
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, �i�T O )�P'
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN EXTERIOR / INTERIOR
NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT
APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR 7�7%gqqo ABt*d T '
EdNG+GgerkWc
AHJ (n I 398 E DANN BFAt3i BW0..33B
DANIA BFAM it 33W3
\ FBBE MT.OF AUMDA=N Na 39338
STEEL SPACER
-S. -APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED -- I— _ \ � _ FL N:
ON THIS PRODUCT IN AREAS REQUIRING IMPACT n �7 1/8"OR 3/32" MIN.GLASS F L1491.1
RESISTANCE. I BITE 7/16"
"'(D M SETTING BLOCK
6. WINDOW FRAME MATERIAL•PVC n M DOW 995 SEALANT DATE: 01.23.18
7. IN ACCORDANCE WITH THE CURRENT EDITION FBC,WOOD C TREMCO S700 SEALANT DWG.BY: CHK.BY:
COMPONENTSSHALL HAVE BEEN PRESERVATIVE TREATED ,� .ems GLAZING DETAIL 1 HR HFN
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23. 'O O� M NOTE: SCALE: NTS
8. GLASSMEE7STHEREQUIREMENTSOFASTME1300 �0 N ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.11: SWD050
SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET:
GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD
RESISTANCE.
1G1
OF 5
AMERICAN CRAFTSMAN WINDOM
SILVER LINE WINDOWS AND DOOI
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
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MAX.O.A FRAME
E v Z I
WIDTH52' O vi
MAX.D.L.O. Wzu o 0-$15j
WIDTH 47.69" " 22 gi;
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A BZ (7
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NOTE:
ALL FASTENERS ABOVE ^ W �'
THE MEETING RAIL IN a <Q
THE INTERIOR JAMB 'FF
MAX.D.L.O. ^p" 6'MAX. „Ox TRACK MUST BE FLAT HEAD xp"
O.C. REMARKS BY DATI
HEIGHT33.50" C
4 7TH FBC EDITION NUS 101141
12.50"MAX.
MAX.O.A FRAME O.C.
HEIGHT 73"
. D 1xE U6TAl1ATI0N DETA45OESWBED xFROx AREGFHO
AHD EMYNDTREf1FCFACNAt WNDRIONS FORAYECI
SDE6SHETDHDNIDN3 GUSEINSTALUTIONTOOEIM'
4 FRDMTXE RFDVOIEMExiS DFTAl1E0 NFADN,Al1O:H5F1
MAX:D.L.O.
x
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HEIGHT33.50" 1 W
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ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT of
SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW i�At� O lov,
EN
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BPI CERT,OF AMOMMN Nm 29578
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FL14911
DATE: 01.23.18
DWG.BY: CHK.BY:
HR HFN
SCALE: NTS
DWG.#: SWD050
SHEET:
OF 5
AMERICAN CRAFTSMAN WINDOM
SILVER LINE WINDOWS AND D601
ONE SILVER LINE DRIVE
NORTH BRUNSWICK,NJ 08902
PH:(888)741-0354
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REMARKS BY DATI
7TH FBC EDITION NUS 0/141
W W
2 EXTERIOR INTERIOR gw EXTERIOR INTERIOR
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AND MAYNOf 0.EHFETA[NALCONDffIDNSEO0.AEPEm
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-FL14911
DATE: .01.23.18
DWG.BY:
c"KHFN
SCALE: NTS
rX� VERTICAL SECTION g VERTICAL SECTION DWG.B: SWD050
3 NAIL FINS THRU FRAME SHEET:
OF 5
AMERICAN CRAFTSMAN WINDO%A
SILVER LINE WINDOWS AND D001
ONE SILVER LINE DRIVE
NORTH BRUNS%A N10B902
PH:(888)7-3-
SECTION FOR INTERIOR SECTION FOR 3 z T
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BALANCERS i ETAIL SHEET 1 DETAILSHEET 1 /o� BALANCERS Z Ij
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REMARKS BY DATI
MAX.FRAME WIDTH 7TH FBC EDITION NUS 0/141
HORIZONTAL SECTION
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TIELY YN=RNDEEMSDESOUOFD=F X GFND
ANo MAYNOf womofA0 ustl N DiONSfO0.ASfEm
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SEE GLAZING _ SEE GLAZING E"D�MaE nMAUSEw�mlfil�iuD MF�xrE°f1C
DETAIL SHEET 1 INTERIOR DETAIL SHEET 1-
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MAX.FRAME WIDTH FAFf CERT.OF AlID10RQAT.NON Na 29510
p HORIZONTAL SECTION FL14911
4 LOWER SASH DATE: 01.23.18
DWG.BY: CHK.BY:
HR HFN
SCALE: NTS
DWG•#: SWD050
SHEET:
OF 5
1/4"MAX.
MIN. SUBSTRATE MIN.EMBEDMENT
SHIM SAJEDGE
� SUBSTRATE SUBSTRATE
EDGE DISTANCE BY OTHERS BY OTHERS BY OTHERS
INTERIO AMERICAN CRAFTSMAN WINDON
SCREW IN THE INTERIOR SILVER LINE WINDOWS AND DOOF
CHANNEL
MIN. ONE SILVER LINE DRIVE
MIN. DISTANCE w _ NORTH BRUNSWICK,NJ 08902
EMBEDMENT o z PH:(888)741-0354
SCREW IN THE EXTERIOR a
�7 CHANNEL z
PERIMETER SEALANT 1/4"MAX. I z
BY OTHERS SHIM SPACE PERIMETER SEALANT v
BY OTHERS o Dy N
SHIM SPACE
EXTERIOR MIN. n 211 G F r+ O
EXTERIOR. INTERIOR EMBEDMENT EXTERIOR INTERIOR w 3 a z p 3Mu
VERTICAL SECTION >z i"°W "m
5 HORIZONTAL SECTION C HORIZONTAL SECTION >>N>F W z a 1
THROUGH FRAME HEAD NAIL FIN(HEAD) �^ > -
(HEAD) 5 THROUGH FRAME(JAMB) 5 W�x 970
a ]a
W Z }Do m
v Z
1/4"MAX. REINFORCEMENT DETAILS o W
SUBSTRAT SHIM SPACE = a
BY OTHERS 0.34" s \
INTERIOR O•87" -�—
I- 2 .83" 0.13" REMARKS BY DATI
z 0�.77' r 7TH FBC EDITION NUS 0/141
INTERIOR 0.46"
w EXTERIOR0.4 0.06" 0.87'
z 1 O LOCK MEETING RAIL O BOTTOM LIFT RAIL&SASH
7EXTERIOR O LOCK RAILTOP ALUMINUM ALUMINUM MDWYNA"°NDEA��DEsaBE 0NSNABEDEHfl
ALUMINUM AND MAYNOT AEFlFRAMA mNIN 0H3m3A3PE0
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FRDMTXE 11EDUIBEMENI3 DETAIIED NEPflN,A uo:H9D
MIN.EDGE ExGtxDDnrEKEPAAM He
DISTANCE
HORIZONTAL SECTION VERTICAL SECTION ,�,11L{L►1//,///
5 NAIL FIN(JAMB) 5 MEETING STILE
INSTALLATION NOTES: \•E..S 'P �i
ANCMORSCHEOULE .O
ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MIN.EDGE z* N .1
METHOD SUBSTRATE ANCHORS CHEDULE MIN EMBEDMENT DISTANCE
THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE WOOD:MIN.SG=0.55 X8 WOOD SCREW 1.5 0.76• S.A OF D:
MAXIMUM SIZE LISTED. PAN HEAD
NAILING FIN 3THREADS MIN ��OT 0 (OAA.. ��\
INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT METAL-16 GAUGE SW.1, 48TEKSCREW PENETRATION BEYOND oko•
MIN.Fy a 33KSI
DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. METAL I�r SS•• G�CG`tt
////gpryoA M No�)o��PrpE•1��
lN�4WDId9k,V7
SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/81NCH.SHIM EXTERIOR CHANNEL 010 PAN HEAD IN 1.6• 0.75• E'
39BEDA BFAaa ..33e
WHERE SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DA BucR n33Dw
WOOD:MIN.SG v 0.55 RN MT.OF AUIHORRATION Na 99Re
S FOR MASONRY OR CONCRETE OPENINGS,SXWOOD BUCK MAY BE USED(0PTIONALAS LONG AS THE MINIMUM EMBEDM ENT AND EDGE XI INTERIORCCHANNEL _ t.5• 0.76• _ _ FLk: _ _
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE#3 ON SHEET 1 FOR MORE F L 14911
INFORMATION. X10 PAN HEAD IN 3THREADS MIN
PENETRATION LBEYOND 0.60• DATE: 01.23.18
MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND METAL:1a GAUGE sleet,
SIDING. -- MIN.Fy=33KSI k10FLATHEADINTHE 3 THREADS MIN DWG.BY:
CHKHFN
INTERIOHEADI CHANNEL PENETRATION BEYOND 0.5o•
INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT METAL
COATING. CONCRETE:fv3000PS1 I A> 1.- 1.76• SCALE: NTS
FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED DING.11: SW D050
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. MASONRY:cAtu PerasTM f
CBD MIN.z000 PSI 125• 1.7s SHEET:
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.
O. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR IAMB TRACK,USE FLAT HEAD ANCHORS. OF 5