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SINGLE HUNG EL.EVATIOfV(NON-IMPACT) GENERALNOTES: <br /> i.7HE PRODUCT SHOWN HEREIN IS OESIGNED AND Wl�S���,•�� <br /> ; MANUFACTURED TO COMPLY W RH THE FLORIDA BUILDfNG CODE �gpp gyy qqTH AVE. <br /> i (FBC),CURRENT EDITION. OCqLp,FLORfDA 34474 <br /> 2.OLAZWO OPTfONS:(SEE SHEET 2) www.cws.cc <br /> 57 1�4'MAX.OVEHALL <br /> FLANOE WIDTH 3500 ALUM. <br /> 671l4•MAX.OVERALL—�{ 3.CONFIGURATIONS:'O/X'. <br /> FLANGE WIOTH I 58•MA%.UNff'WIDiH <br /> 58•MAx.uNti W�DTH , 4.DESIGN PRESSURE RATINO(SEE SHEETS 3-5): SINGLE HUNCi <br /> ��4��� •NEGATNE DESIQN LOADS BASED ON TESTED PRESSURE AND NON-IMPACT <br /> i �1.118_GtAss OLO i A p I GLASS TABLES ASTM E-1300-04. <br /> i �p �� � •POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER <br /> INFILTRATION TEST PRESSURE Mt0 Gl11SS TABLES i �n co a <br /> i �— ����- ASTM E-1300-04. � � ,� a F <br /> I sz va• a I o a <br /> i0��� OVERALL E 5.ANCHORAGE:THE 331I3'/o STRESS fNCREASE HA$NOT BEEN S1 � o,� o <br /> �oE FLANaE �1 USED IN 7HE OESIQN OF THIS PRODUCT SEE SHEETS 10-12 FOR <br /> HEt(iHT INSTALLATION DETAIL.WIND LOAD DURATfON FACTOR Cdot. I w m <br /> � �;G� I o WAS US�D FOR WOOD ANCIiOR CALCULATIONS. <br /> GLASS N <br /> I I e� O p��p� g�• O � G�ASS 6.NOT APPROVEO FOR IMPACT RESISTANCE.IMPACT PROTECTIVE � ��a � p <br /> uNl7 MA7C I D�O SYSTEM IS REQUIRED(N WIND BORNE DEBRIS REGION. � � e �,� v� <br /> � I HEIGHT HE aHT gi o Ri Z W <br /> i i 7.ALL FRAMES SCREWED T06ETHER.SMALL JOINT SEAM SEALANT , �, �^ O � <br /> USED AT ALL FRAME JOINTS. I � � w�o � <br /> � c~i <br /> j I � 8.SERIES/MODEL DESIGMATION SH-3500. � � q� ¢ Q � <br /> ; i i <br /> � � 9.THE DESIGNATlON X AND O STAND FOR TIiE FOLLOW INO: � � � � � <br /> � � 3015Ctfi v �5 9Ii6• v I X=OPERABLE SASH,O=FIXED SASH. p V m ¢ O <br /> /\ 7,91L4: Z <br /> i I H E GHT �� � /` ��� 1 0.O R I E L U N R S A S S H O W N U P T O 5 6•x 9 1'A R E R A T E O±3 5 P S F. ��p n +q�� <br /> � i D L O H E I C H i p�p F O R D E S I G N P R E S S U R E S O F V A R I O U S S I Z E S B A S E D O N ����� p,N��W TG•,� <br /> i � �UALIFlED OLASS TYPES.SEE COMPARATNEANALYSIS.REFER ����, �Gg�js•.,� 4� <br /> I � T O S H E E T S 5 8 9. �`J; � F �F y <br /> �_ �.i� No SB201 b�y <br /> I I � F 11.EOUAL llNRS AS SHOWN UP TO 56'x 91'ARE RATED±35 PSF. �*; � ;*_ <br /> �--SLULt�GusS DLo-1 t0 1 t I FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON �.o; :a� <br /> � QUALIFIED GLASS TYPES,SEE COMPARATNE ANALYSIS.REFER 9:, STATE OR .�►� <br /> + �]_LtLlfi GLAss�LO---a TO SHEETS 3,4 8 8. ��,n'•,c( OP,�� <br /> 2 <br /> f ORIEL EQUAL SPLIT 12 SECTION CALLOUTS FROM ELEVATIONS APPLY TO ALL ,����iSB�ONAt���`�,, <br /> ` SEE NOTE 10 SEE NOTE 11 ELEVATIONS IN A SIMILAR LOCATION. �q�v�����q� <br /> � . , , ��' <br /> Lucas A.Turner �3/z015 <br /> I 2015-02-23 LUCAS A.TURNER,P.E. <br /> i FL PE q 56201 <br /> 16:14-05:00 1239 JABARA AVE. <br /> � NOR7H PORT,FL 34288 <br /> PH.941-380-1574 <br /> � s�€roe R . <br /> i <br /> GENERAL NOTES AND <br /> TABLE OF CONTENTS ELEVATIONS <br /> GENERAL NOTES 8 ELEVATIONS.....1' � tu N B : DA : <br /> i GLAZING DETAILS.............................2 ADE 03/16/09 <br /> i DP CHARTS......................................3•5 <br /> SECTION VIEWS 8 ALT FHAME.........6 ��' - <br /> EXTRUStONS&B.O.M........................7 CWS-466 D <br /> A(JCHOR SCHEOULE 8 NOTES......8-9 • SHEET <br /> INSTALLATION DETAIL...............10•11 1=Z5 1 OF 11 <br /> � <br />