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SINGLE HUNG-NON-IMPACT GENERALNOTES: ///�qy���q(}� <br /> (SHOWNwlDIFFERENTOPTIONS) 1.THEPRODUCiSHOWNHEREWISOESIGNEDANDM/1NUFACR1Rm yy�Nppyysyy-IEps <br /> TOCOMPLYWIhiTHEFLORIDABURDMGCODE(FBC),CURRFNT 1900SWKTHAVE <br /> a EORION. OCALh FLOWDA34674 <br /> �B 2.GLAZING OPTIONS:(SFE SHEET2J �J���� <br /> 3ga� FtANGE WIDiH -{Jw7 A STANOARD WITH�'GLhSS <br /> �,�wcEH"°T" 5�, -uwresrnrioaaowini{•cvss 610 PVC <br /> ar �,+NcuNrrvnoni SINGLE HUNG <br /> MAX uNR WIDTH &CONFIGURATIONS:'O/X' <br /> 49� 4.D61GN Paessur�wmNG: NON-IMPACT <br /> .,,i. GLA55 DlA -NEGATNE DESIGN IAADS BASm ON,TESTED PRESSURE MID <br /> "d <br /> GlASS�LO A GUSS TABLES ASTM E-1300-01. �m� <br /> -POSRiVE DESIGN LOADS B/1Sm ON,TESTE�PRESSURE,WATER ���W <br /> WFILlRhT10NiE5TPRESSUREANDGLASSTABLES $o:o <br /> .ti9TM E-1300-01. <br /> / / 5.ANCHORAGE THE 33113%STRESS INCRElSE HAS NOT BEEN USEO aS w u57 m <br /> 734• 774• 3a� IN THE DESIGN OFTHIS PRODUCT.SEE SHEEfS&7 FORANCHOR � <br /> FUNGE F�NNGE GtAsS OLo DEfAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR p�J Z <br /> HFJGHT O HEIGFi� B O B WOODANCHORCALCULATONS. �3� � <br /> O y � <br /> - &NOTAPPROVm FOR IMPACT RESIS7ANCE.IMPACT PROTECTNE �� �0�W <br /> SVSTEM IS REQUIRm IN W WD BORNE DEBRIS REGION. i a F� <br /> N �a <br /> / 72•�,�p7� 7B' C 7.ALL FRAMES AND VINTS Fl1LLY VJELDEO.SMALL JOIM SEAM "' �U <br /> / HE1GM �� SEALANTUSEDATFIXEDMEETINGR/ULANDJAM9, p p t tn <br /> r W <br /> HEIGHT I e gSERIE5IMOOELDESIGNATIONSH�fO. S� � <br /> U m t O <br /> � 9.THE OESIGNAi10N XAND O STAND FOR 7HE FOLLON7NG: Z <br /> X �/ e X=OPFRABLE SASH,O=FlXED SASH `�`pNc��S TG���� <br /> 37�' /� q� <br /> 4 � ' 10.SELTION CALLOUT3 APPLY TO ALL ELEVATIONS IN A SIMILAR �4���� F;"Y'�� <br /> � SaSH � GIASs OLO LOCATION. �v' No 58201 :A:. <br /> MEIGHT p / � 77,a7}7�q�yyEEPSLOT=1l4x1-72'LOCATEDSFROMBOTH `�f '�' '* <br /> ENDS. %9% STdTE OF :�: <br /> 3�� E A G` �,FS'.�O H.O�;p\C�'�: <br /> GlA55D10 � s p LucasA.Tumer ��S��NA�E�.�` <br /> 2016-08-05 <br /> 3�ie' A 15:1404:00 Z� <br /> �.ux.snsx wiont aa� 815/2D16 <br /> cuss oio <br /> LUCAS A iURNER,P.E <br /> UNIT A nux.sn�vnoni t 9 neNunVE. <br /> NORTH PORT,R 34288 <br /> ' PH.941v'�-1574 <br /> UNIT H s�r oesauarw'c <br /> GENERALNOTESAND <br /> ELEVATIONS <br />� TABLEOFCONTEHTS MAX.UNIT DESIGN PRESSURE IMPACT o �"�+ Y� �� <br /> GENERALNOTES3ELEVA710NS....,1 SIZE REINFORCEMENT RpnNG R,4TING �e oslz�ns <br /> GLAZINGOETAILS. ._. ._.._. .2 owcM Ev_ <br /> SECTION VIEWS_.._._.._.._._....-. ._3 53-1/8"x 76" 2115 +/-35 PSF NONE �yyS-�o99 C <br /> exrnusioNs a e.o.M.__._.._.._._.....a 37"x 72" 2009/2115 +/-35 PSF NONE SH�7 <br /> ANCHOR SCHEDULE 3 NOTES......5 s�uE: <br /> INSTALUTION OETAILS._.._.._._..67 1:15 <br /> 1 OF 7 <br />