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GEMERAL NOTES: cs 'rvu�e otar o ou en aaam er: earim.tx�wr rm er usEn roa me wsscue�r .ax K+s 1. AL1 FAS7F}1ER5 SNAl1 BE IN ACCARpANCE WITH THESE ORAIMNCS. 48' MAl(. FRAME WIDTH /ai WSfnlUncn oF ANr O1HFR vR00UR NOR wr �w: pne SPECffiEO AN(�fOR E�m�0 BaSE wtTERbtI SHnll BE BEYOHU YULL FlNtSH FIN ANCHOR WITHIN A" OF CORNERS &8" MAX. O.C. WITH �eE�m�nR wna,u r++o/oA�ocw uroemna +-u c�n�� ��• a� STANDARD WINDOWS OR 4" �1AX. O.C. WfTH HICH ��++Y P��T�+�T�nucm w n+e w++uF:.cnmca 2 OPFNWGS.BUGNINC 6 BUp(INC FASiENERS AIUSf 0E PROPERLY OE9GNEp STn o 010 �+^�+� _. R 3 INSTN1fD TO TRAHSFER WIND l0l�DS TO TH£SRtUCNAE 4 PERFORMANCE WINOOIYS (SEE PRESSURE TABLE ON THIS � � � a� S THESE NON-WPACT RA7Ep WINppW S1S7FjI piSflyy,5110N5 ORE IN SHEEf FOR STANDARO V5. HIGH AERFORAw�tCE CANORiONS). � ALCOROANCE iYRti AHD NEET 7HE REOUIRFJAENiS pF 7}tE f1DFtUa&fILOIAG j �opE��c�_ - --- SEE "FRAME 1WCHOR REOU�REMENTS TABLE' ON iH15 SHEET 4. ALL.WQIORS gN�dNC WINDOW fRhMF 70 PREAURE iRFATFD BUCNS OP FOR FIN ANCHOR REOUIREMENTS. � � � W000 FPalWC SHALL BE UPABLE Of RE95TIHG[OPotOAON Ud1SFD BY 1HE I Pa�uaE rnFanr+c ct¢wcas w n�w000. �j �—a9• nax. FRAME w�orli---1 5. 6NTQ2Uil.5,W(lUOkIG BUf NOT U!1(fED 70 SlEEL SCRElYS.T}NT LOlfE � g u+�a cor�racr wm+on�r+n�nu+�uaTQaas suu+�nte 4� �' _ � � � REOU7REMENIS OF FLONIOA BU6DPIG CODE CHPP1IIt 40. 8. t0 THE BEST OF OVfi KNOWIEDCE THE WINOONS 410N7t NERFJN ARf - f:ER11FlED 8 OUAUII'ASSUREO 0Y A FLORIOA SfAIE MPRWEO // � � CfAi1FlG110N/OA ENfIfY 8 SW1LL BE UBEIID W PCCOROM�"CE WrtN 7HE FBC 81 � AND 7F¢9B-72 RORmA BULLDINC CONIAUION SPEGFlGTIONS, WINDp{y � � �+ ASSFA�6lY 15 NOT PPAT Of iN15 DRnVlWC AND SHPLL BE IN ACCORDAN�WIIH 5 � E ' THE 71ANUFFCIURER'S IXIALIfY ISSUHMICE SpE�FlG1101S k TF517NG.REPORIS. g 7. CERiIF7G1ilON OF iF�WWDOW INSTHIAilOttS SHNl 8E COt6mE�A r EOUALLY g ° WID ff Pllt OF iME fOLLOYnNG APPLT:1�iHE7 ARE RSfWl.fp}lITHOUT p = BUIIDING PEfiIAT FROM THE APPUGBIE LOCAL BULLDINC OEPAF111ENi. 2)6 C� � SPACEO � THEY ARE INSiAlIID BY ANYONE OTMER iHAN A LX;EtSm CONTRAL'fOR w � IXPEMENCEO WftM WBrUOW WSTALU7tOH5. 3)IF CMNaGES IfME OCCUHFD TO w / B2 THE PRODUCYS CERTIi1CATI0N ENRfYS CERTIFlCFiE RW GU15E TF¢SE � v INSTNIATIONS TO BE INCARFiECi OR IMCOISISTENf WfM YAUT HAS BEEry � 1ES�ED. e. r��asr nmcri aatssur�saEaFlm on�tR w nas oaamNC aR n � --------- � THESE 2 0 � 7HE PRODl1Cf5 CERi1FlG710N SFWL COHif20L Ofl THE ALLm Itr7N00W. Gi ANCHORS p wcV PROOFlNG��u+srulFO wwoo�s 5 No�r�i o ras iN 7�w.unav � W A N T 3 F r-rn � 9" MAX. REQ'D WHEN a� o (�Fi71FlGT10N, iFIA7 RFSPOtiS18MY SWQ.I.BE THAT OF h$lIANUF7LR)RER - � K �/OR wsrutFx. m � � — _ — _ WINDOW = �o z a° R6LYU7N7N EYAlAL91�M 75 0ASE0 ON fPRICABL£A71Ri0R STANDARDS 9` AlAI(. HEl�G T 1S x o°�r'''i um/oR wwwannon e�r�suus tfmu naPUae�hsr x�POxKiS. �a� i THE FLORIpA BUILDWG CODE YER90N CON9UQiED WIIH THE � � / 62� OR LESS � m�. EYALUATION WAS 7HAT W FORCE AT iHE 71A�E OF THE EVILW71ON. M tTYP. EACH m �o�n THE EVFM OF CODE VER90N CFUNCESN�T6 OR Ut�FIE EVEH� � SI�E� � a c�,v W 171A7 HEW OR ADDRIONAL 7tS1INC LS COMPLEIfD ON 7t�FEFERENCED PROOUCf,PRIOR 10 SfA7WG fAOE CONPWWCE W11}I THE STpiE,7}1E � WWUfACiVRER SWLLL CONFlRN WITH 11¢IMS7ALlNTION EV/I.W710N F- m ENQNff1i OF RECOfiO iWQ TNE 1NSfALU710N5 SPEdG1ED HFR£-�N,7RE � WRRENT WIfH TNE THEN QIRRFM 7FSANC.fAOE sND MPl/GB1E - � a � nu�a,�os eour��Y � . SPACm I I z AI_i'ERNATE ANCHOR/SUBS??t? EV AT10N NOT� _-= O'� ALL ALIERNATE ANCHORS IN THEIR SPECIFIED ' _ ' � / � z°m —m WIiH THEIR APPUCABLE STANDARO{S) AND ARE FOUND ��p� �yATION: wf+�E sHO�vN. � _� � TO BE EQUNJilEr7T TO OR STRONGER THAN THE - - SEE "FRAME ANCHOR(S) USED IN 7ESTING WiTH THiS PRODUCT. • SII�GLE WII�DO�Y 4w �' . ANCHOR N 3v �^ -� �--- (NAlL FIN MOUNT SERIES 25� REOUIREMENTS o �`'a¢"= N K _��•• FRAME ANCHOR REOUIREI,lQdi'S TABLE �E. 3�q^ _ ��_fl• NO ANCHORS RFO' TABLE" ON THIS y Z��- OPEMNC TYPE FRAAIE/NAI�FlN TD OPENINC 4fMMU71 WNWUM AT HEAD & SILL DCfERIOR ELEVATION: SHEET FOR. w ��R�,� (suasm�rt� Fasm+�rrae oaam enc�oisr. REOUIftEMErlTS. � m" ALLOWABLE OESIGN PRESSURf SING�E WINDQW ,,, ��. �� ��mo (�)FRAME& lNSTALLATION CLIP SCRE�NS (SERI£S 20 {swc� wiNOOx� �FRAM SCREV� M011NT SERIES 20j • - �'' "z� � �m,.2x.�000 FnauE oe euac — •'��i'�• _ =3c°� � (IAN.GR 3&C-0SS} �• �o sMS oH woou sa�.w t i/4' 3/�' MAXIMUlA WINDOW FRAME SI2E ALLOWABIE PRESSURE SCJILE: 3/4" = 1'-0° � ��• � :�+�•-" � raw.ia c�»�u�rk mro H0. 10 Q2.5 SElF TM OPoII SCREW Fvu , s• (�M-) (PS� � ��.; T ��'� � ItPI.1 8'ii9(Nfi STEEl N0. 10 GR 5 SEIF TM LL SC1tEY/ FULL 1/2' /i)3fi� X 62" 35 =�� D�,�:'. � AUN. 1/8•nac co�-rs�KUU: eo.�io-cR.s-snF r�r aaLL scr�w an� �/z- ro�36`X 72" -30 ;�(r � �u �• 4 ��• c-so cwu/�sao r�cori� (� 1/9'COt1CREiE SCt7EN' i V<' 2' ro'48' X 62" ' 25 �(p `r� Q G�: z � NAILING FlN FASTENERS (SET<IES 25) h)48' X 78' 20 :d;:�j � �i�i�3= F MIN.?J(5 WOOD FFA4E Oli BUCK (�N0.8 X 1 t 2'SA�S (�)48� X 72� $0 (NAI.GR.3 h C=055) / �3/e' i/a- �d"b•� r«: � �o o 1 5 T A t J D A R D P E R F O R M A N C E W I N�O W: P L A S T I C T I L T L A T C H E S O N �' ��'`'- �` `� F O Z NW.2%4 W000 FRAhE OR BUCK � ��,� ��nrc.cri a�o�.ss) ��cr.RooFlrt wv� > >/s' �/2- UPPER RAIL& BOTTOM SASH INTERLOCK. �'`_.� ��.� •, w --i }"; uW.7/8'7MK N5 s�Ffl mNO.E cA.5 5�iaP/oluLL ScpEw tuu �/2- «HiGH PERFORMANCE 4ANDOW; A/ETAL itLT tATCHES ON ,,,, � ' �a NiN. 1/6'nix sos]-TS uuM. (�NO.e GR 5 SEtr Tes/Oan_scr,�w FuLL 1/T BOTTOM SASH INTERLOCK (1)FRFNE SCRFWS SFWLL 8E PAN HFAD OR Hc7(HEID SCRFW PRESSURE SHOPlN W THIS TABLE IS FOR M57AU.pT10N THIS DRAWING REPLACED (2)CONCREIE SL'REWS Slikll BE ELCO OR!IW RpAISET/ftm HEqp TMCONS.HILTI CONDfPONS ONIY. THE COVERNING DESIGN PRESSURE ON THE PREVIOUS lNSTALLATION N0• Kwuc-cod e art vo�fts anxti iaaaea(wuto[raEn srm a¢ss.J. WINDOWS SHAU. BE THE I.ESSER OF THAT SHOWN IN THE • DRAWING NO.�S 1S�O, 1596 C (3)WMEN SCREWS PftE USEO IMRH TNE NNl FTN,Tl¢Y W51 BE A YlAFFI£HEAD SCREW �NDIVIDUAL WINDOW�S STATE APPROVAL OR THAT SHOWN IN THIS sii�r r+o. OR HAVE A F1kT WASFIER AT THE SCREVf HFAp. TABLE- �S��, 7 512 & 1513 � 1 � 5