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SINGLE HUNG - NON-IMPACT GENERALNOTES: ������.� <br /> (SHOWN w/DIFFERENT OPTIONSI 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yyl�D,fly����PAS <br /> TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURflENT <br /> EDITION. 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 3447.4 <br /> FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEEi 2) �W.CWS.CC <br /> 53 7/e" 3.CONFIGURATIONS;"O!X" <br /> MAX UNIT WIDTH 610 PVC <br /> 4.DNEGAT VEEDESIGN LOADS BASED ON,TESTED PRESSURE AND SINGLE HUNG <br /> a9 1/16° <br /> GLASS DLo GLASS TABLES ASTM E-7300-04. NO�I=IMPACT <br /> A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER <br /> INFILTRATION TEST PRESSURE AND GLASS TABLES <br /> ASTM E-1300-04. T <br /> j � I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED � F <br /> IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6-7 FOR ANCHOR *= ¢ <br /> - -- -- - DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR '- � <br /> I WOOD ANCHOR CALCULATIONS. � } <br /> I 6.NOTAPPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE w m <br /> n��a^ B O i I B 3a 5�1s• SYSTEM IS REqUIRED IN WIND BORNE DEBRIS REGION. z <br /> GLASS�LO � O <br /> FLANGE I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALLJOINT SEAM v> � <br /> HEIGHT I SEALANT USED AT FIXED MEETING RAIL AND JAMB. <br /> J � W <br /> � 8.SERIES/MODEL DESIGNATION SH-610. ¢ � � <br /> � � - <br /> C' i j � 9.THE DESIGNATION X AND O STAND FOR THE FOLLOW ING: � U <br /> 76, X=OPERABLE SASH,O=FIXED SASH W w <br /> z o <br /> ��T I / � I B 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR -• <br /> HEIGHT 6 LOCATION. ¢ O <br /> Z <br /> I I C `ttiy�}11�6p�IJ <br /> � � � g 11 EXTERNAL WEEP SLOT=1/4 x 1-7/2"LOCATED 5°FROM BOTH �►� OREI r�i <br /> I I ENDS. �` P�. v T 4 <br /> � s ��.�GQ.`?:��GEIVSt�G�¢�4�� <br /> 371/4" � I � F 345/76" ���' No 5$ZD1••���� <br /> SA H I X I � I � GLASS DLO �*; :*� <br /> HEIGHT � � I Lucas A.Turner ^ro� * • <br /> I /� I I � 2016-01-11 ���' STA7f OF :�tv� <br /> � I `, � � � I � 15:48-05:00 r'��6`ss�o a 1 Q��,.�`'�+' , <br /> LJ i / .��p+ONp;�l,��w. <br /> � s p � C i 1/�/2015 <br /> � LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> A 1239 JABARA AVE. <br /> q7^ NORTH PORT,FL 34288 <br /> GLASS DLO PH.941-380-1574 <br /> SHEET DESCRIPTION: <br /> as i��s^ GENERAL NOTES AND <br /> MAX.SASH WIDTH <br /> TABLE OF CONTENTS ELEVATIONS <br /> ORAWN BY: OATE: <br /> GENERALNOTES&ELEVATIONS.....1 MAX. UNIT DESIGN PRESSURE IMPAGT EMK 06/19/15 <br /> GLAZING DETAILS. .................. ......2 owc a: aEv.• <br /> SECTIONVIEWS. ...........................3 SIZE RATING RATING <br /> ANCHOR'SCHEDULE&�NOTES...... .5 53-1/8��X 76�� +/-35 PSF NONE scnWS-1099 A <br /> INSTALLATION DETAILS. .............6-7 SHEET <br /> 1•15 1 OF 7 <br /> : <br /> � <br />