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.. _ _ __,-_. _ _GENERAL NOTES:, - -- - - - -- --- - -- '.
<br /> SINGLE HUNG _LARGE MISSILE IMPACT - - Crm�'
<br /> 1.,THE PRODUCT,SHOWN HEREIN IS DESIGNED,AND MANUFACTURED
<br /> WINDOW'SYSTEMS
<br /> TO,COMPLY.WITH THE FLORIDA BUILDING CODE(FBC),CURRENT_
<br /> EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE•(HVHZ)AND 1 ,1900 SW'44TH AVE:-
<br /> AS`RATED,FORWINDZONE;d:MISSILELEVELD IMPACT USE-ASDEFINED' OCACA,'FLORIDA$4474
<br /> ;IN ASTM E 1996;FER THE FBC. W MN.CWS,CC
<br /> 2.GLAZING OPTIONS::(SEE SHEET 2)
<br /> 53118"MAX.'OVERALL;FLANGE WIDTH--
<br /> 3.;CONFIGURATIONS"O/X">
<br /> s17ra"MAx:uNITWIDTH. - .SIII�GLE HUNG
<br /> '4711l16':'UNIT QTU, __ ! DESIGN PRESSURE RATING; ._. 'IMPACT
<br /> NEGATII/E D_ESIGNLOADS BASED ON,TESTED PR
<br /> ESSURE:AND
<br /> ,STM E_-
<br /> A I I GE,LOA UREA'I GLASS ES a:Z3
<br /> SSTABLES' 13011-04e01709.
<br /> -, ITIVEDESI DSBASED.ON„TESTED,PRESSURE:WATER
<br /> - ----'---- I 1p: p. . WWp
<br /> _ INFII:TRATION.T ST.Pf2E5S TA6L
<br /> 7� ASTIJI E-1300-04e01/09. u a
<br /> I1w z O:z;. 0 D —
<br /> I'63" 6.�ANCHORAGE;THE 33'V3%STRESS INCREASE HAS NOT BEEN USED ltLo ¢O'�`}z O sC m
<br /> MAX}. -- � ,IN THE DESIGN bFTHIS'PRODUCT.SEE SHEET,'6 FOR ANCHOR Z x�•. 'pj p O
<br /> OVERALL I I - I ;DETAILS:WINDLOAD DURATION FACTORA4=1.6,WAS_USED FORWOOD, ;O 0I-,O�Lj x,l_,w
<br /> FLANGE' , j ANCHOR CALCULATIONS. o, :Z�.N:z Z I�_,,�w
<br /> HEIGHT - Z O p0' '-7.U.
<br /> < —Zpmz.
<br /> B O- g B 26.1Y16- 6_PRODUCT.APPROVEDFOR-JMPACTRESISTANCE. SHUTTERS,ARE >_ t o FZp`z
<br /> Y GLASS ,10t-REQUIRED.
<br /> DLO' �� :�=, Z.
<br /> R
<br /> �7.ALL FRAMES AND VENTS FULLY WELDED;SMALL JOINT'SEAM SEALANT rt1• 0 It W.Op J'M
<br /> ' 61 3/4" I .I ro W;
<br /> MAX USED AT FIXED MEETING RAIL-AND'JAMB, xa Z=a, �.O—V)
<br /> p w F O' D-,x,�Y•
<br /> UNIT - 8.-SERIES 1MODEL,DESIGNATION SH-8100: x x ;a• W.�W
<br /> HEIGHT' - - - •a;
<br /> 9.THE DESIGNATIONX AND.O STAND FOR-THE:FOLLON/1NG:
<br /> `•X=APERABLE-SASH,O=FIXED,SASH ����
<br /> 303116' 1 I, z1 1o,SECTIONCALLOU.TSAPPLYTO,`ALL�ECEVATIONS;IN'ASIMIL'AR' VP:����ENSF�
<br /> MAX; � 267181 �
<br /> SASH I`. ..._.. `J• r
<br /> HEIGHT I ,.
<br /> -GLASS;
<br /> B-. oC0 ' 1.1:LEXTERNAILWEEOSL _ -
<br /> SLOT=1/4,"X;1-1l4"LOCATED 4"FROM BOTH ENDS: * -
<br /> s
<br /> STATE OF' .: :
<br /> "I 0R'S .�
<br /> ..........
<br /> Q`�`
<br /> -- -- -_ LucasTur o
<br /> A: A..
<br /> 45.1116" 2017-Q9
<br /> GLASS DLO 1,3;36-04';00, si27J2o17
<br /> MAX.,SASH.WIDTH;
<br /> LUCAS A*`TURNER;P.E.
<br /> FL PE#5820.1
<br /> .1239 JABARA,AVE.
<br /> NORTH,PORT,FL-"34288
<br /> -PH.54;1.3804574
<br /> SHEET DESCRIPTION;
<br /> GENERAL NOTES AND '
<br /> 'ELEVATIONS,
<br /> TABLE.OF CONTENTS
<br /> -- -, - - - DRAWN BY:. DATE:
<br /> SECTION NOTES 8',ELEVATfO'NS....:1
<br /> DESIGN'P.RESS-PRESSURE: BAT' TD5/18/12,
<br /> GLAZING DETAILS.::.: .::::..::::::...:::.:.2 MAX;_�U_N__IT-SIZE IMRACTRATING DWG - REV:
<br /> ANCHOR'SCHEDULE&-NOTES..,:,.::S ,
<br /> VIEWS..........................:....:.3 RATING.. -
<br /> EXTRUSIONS!&,B.O:M.......................:4; ICWS-81,2, C'
<br /> - -_- --- - - _ .. _ - _.
<br /> nNS.TALL:ATIOyDETAILs:........._........�6 (�51-7/8"x_61 '3/4'1`. +/=.70':RSF�-.- _ LARGE'MISSILE�IMPACT'i 5C� SHEET'
<br /> 105
<br />
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