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SINGLE HUNG ELEVATION,(NON-IMPACT�, GENERALNOTES: <br /> � 1.THE PRODUCT SIiOWN HEREIN IS DESIGNED MlD WI���SY�"r�►LLi <br /> MANUFACTURED TO COMPLY WfTH THE FLORtDA BUILDfNG CODE �gpp SW 44TH AVE. <br /> (PBC),CURRENT EDITION. OCALA,RORfDA 34474 <br /> 2.OLAZWO OPTIONS:(SEE SHEET 2) W�•GWS.CC <br /> 57 1/4'MAX.OVERALL <br /> 67 t/4'MAX OVERALL FLAIV6E WIDTH 3.CONFIGl1RAT10NS:'O/X' <br /> Fuwce wwTt+ � ss•MNC UNR WIDTH 3500 ALUM. <br /> es•nenx.uNtr WIOTH , 4.DESIGN PRESSURE RATINO(SEE SHEETS 3-5): SINGLE HUNG <br /> �-4�°LO � -NEGATNE DESIfiN LOADS BASED ON TESTED PRESSURE AND <br /> ( 53.]18'OLASS oL0 I A p I GLASS TABLES ASTM E-1300-04. NON-IMPACT <br /> -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER <br /> � � 1 �--' �� �� INFILTRATION TEST PRESSURE AND GLASS TABLES �n co a � <br /> � sz va- �t�a• ASTM E-1300•04. � � � a � <br /> AAnx <br /> � O EV�RALL OVERALL E 5.ANCIiORAGE:THE 331/3%STRESS fNCREASE HAS NOT BEEN �S � o,� o <br /> FLANOE HE�� » USED IN THE OESIQN OF THIS PRODUCT.SEE SHEETS 10-12 FOR <br /> � ►�EIGHi I B INSTALLATION DETAIL.WIND LOAD DURATION FACTOR Cd=1. � w m <br /> � I �y1G Io WAS USED FOR WOOD ANCHOR CALCULATIONS. N <br /> N <br /> i B�� O DLO S 9r O I G�WSS 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE � ~g � O <br /> ! i HME GHi u� I ��� SYSTEM IS RE�UIRED IN WIND BORNE DEBRIS R6GlON. � � U � ; <br /> � � HE�aHT 7.ALL FRAMES SCREW ED TOOETHER.SPAALL JOINT SEAM SEALANT � �,��R o � <br /> USED AT ALL FRAME JOINTS. I � � w�� � <br /> � o a <br /> � i 8.S E R f E S/M Q D E L D E S I G N A T I O N S H-3 5 0 0. I � g� Q(Q U <br /> jI 3 0 1 5�1 6' 9.THB DESIGNATION X AND O STAND FOR TIiE FOLLOWINO: � 9 � � o <br /> � I M,� V I �5 9/16• X o OPERABLE SASH,O=FIXED SASH. o � m a O <br /> SnSH /\ 291L4' MpX, X z <br /> I NEIGHT �� �H ��� 10.ORIEL UNfTS AS SHOWN UP TO 56'x 91'ARE RATED±35 PSF. ��N� +�i� <br /> � DLo HEIGHT p�p FOR DESIGN PRESSURES OF VARIOUS SLZES BASED ON ������,NORE4y T�i��� <br /> i � �UALIFIED�LASS TYPES.SEE COMPARATNE ANALYSIS.flEFER ��'y� G�ry•• G �i <br /> I �-- ——— —— — TO SHEETS 5 8 9. ��J" ��'�•••••sF•��c�L <br /> �.i�` No 59201 ';�� <br /> � ^ I 11.EQUAL UNRS AS SHOWN UP TO 56'x 91'ARE RATED f35 PSF. ?*; * ;*C <br /> � SLitl,t�cu�ss oLo�l o � I FOR DESIGN PRESSURES OF VARIOUS S¢ES BASED ON '.o. �a,= <br /> � �UALIFIED GLASS TYPES,SEE COMPARATNE ANALYSIS.REFER '9�, 6TATE OF .�� <br /> � SLtlliti GlAss DLO--� TO SHEETS 3,4 8 8. �O: �u: <br /> ORIEL EQUAL SPLIT ,����FS�'��R��P Oa�,, <br /> { SEE NOTE 10 12.SECTlON CALLOUTS FROM ELEVATIONS APPLY TO ALL i���8/�NA`�N��� <br /> SEE NOTE 11 ELEVATIONS IN A SIMILAR LOCATION. hp�����p��� <br /> � ���' <br /> � Lucas A.Tumer <br /> I 2015-02-23 LUCAS A.TURNER,P.E. <br /> i 16;14-05:00 FL PE u 58201 <br /> 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> j PH.941•980-1574 <br /> 1 <br /> � s o cr+ : <br /> TABLE OF CONTENTS GENERAL NOTES AND <br /> ELEVATIONS <br /> GENEHAL NOTES 8 ELEVATIONS.....1 M N B : DA : <br /> GLAZING DETAILS.............................2 <br /> ADE 03/18l09 <br /> DP CHARTS......................................3-5 <br /> SECTION VIEWS B ALT FRAME.........6 °�� � <br /> EXTRUSIONS 8 B.O.M........................7 <br /> MfCHOR SCHEDULE 8 NOTES......&9 CWS-466 D <br /> � SHEET <br /> INSTALLATION DETAIL...............10•11 125 1 OF 11 <br />