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Z MAX, 6 Ml�. � � � �' � <br /> TREATING CHE311C,LL5 IN 7HE WOOD. O.C. <br /> 5, NAiERWS,INCtU41NG BUT N{?T tMREO TO STEEI.SLREWS.2HAT CAaeE INIO <br /> COMACf WRF1 O1HER D�59uilAR uATERWS SHnU.MEE7 TME REOUIRQtENfS OF � � <br /> FLORIDA BUiID�NC CODE CIinP'IER 20. I / I 6� �� <br /> 6, IO 5HE BESS OF WR itNOWCfD6E,7N£WiN0�w5 SHOWN HERFIN PRf CERiiREO $ <br /> WS // <br /> &OUAUfY ASSURED 0Y A RORIOA$fATE APPRO�lED CERiIFlCATI0N�44 ENTRY k C ' // ' —� � $ � � � <br /> SHNL 8E lPBEIER IN P.GCQRf1ANC£W[IH THE F9C AHD THE 9N-3 Fl.QRlDA BU4DlN6 <br /> CQiliA5516N SPEC�fiGS76N5. 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WATER PROOFlNG� Z � � T O <br /> THE iNSTPilE6 WINDOWS t5 N6T PARi OF TNtS INS[N1AitON CERiIFiC'AlION. TtipT W REMOVED WHEN H O W a� <br /> RESi'ONSIBIL(IY SFWl 8E TH4T OF'iHE 4MIUFACIURQt&/OR INSfALLER. � ( � REQUIREf? 8Y ¢ � ? d. <br /> = I I OPENING CONDRIONS � � �?M <br /> a <br /> W � /�� � 3"TQ 5" o a Q�r: <br /> // Z ''' Q <br /> � W N <br /> a _ _ � t7 <br /> W � <br /> } ' / ' <br /> Ai.�AL7ERNATE ANCHORS iN ZHESR SPEGFiED o I � 2 � <br /> ' SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE <br /> ' WiTFt TH£3R APPiSCA6l.E S7MlDAR6(S)AND ARE FQUNO l ' � � <br /> 7p BE EQUNALEM TO OR STRONGER THAN THE <br /> ANCHORjS} USED IN'7ESFING Wi7H THIS PR6DUCT. I I v� ZOCS° <br /> m m <br /> INSfAt1At�N EVAt224Si0N 6 B�+SED ON APAt!(i181E AttCHOR STANDAR6S AND{bR I B / I j � W*�f a <br /> INF'ORYATION k R6ULi5 FRON APPUCJ�BL,E 7F51'RFPORIS. 'fHE f1.ORIN,BUI(DING 2 / --t-• w ?�...�^N <br /> COOE VER510N CONSIDERfD W75N TH£tYN,Y'A710N ttAS 7}iA7!N FORLE A7 7HE S1M£ f tn C9�R z4r 1 <br /> OF THE E�/h1WW110N. W 7HE EVtNT OF CODE VERSION CMRNG6/UPDATES OR Mf � � 6' �' O w�.-� <br /> 1HE EVENT 7FNT NEW OR A6C7RIONAL IESTING IS C061PLEiED ON THE RffERENCED __�_._ __ � .- Q� � <br /> PR4DtlCf.PR10R TD SiAANC C80E COW'tW�'CE K7Ri THE S7AiE.SHE tuNllFACR7R£R -----i.—�. d' ��:- <br /> SNALL CONFlRM WITM THE IN5fALLAl10N kYALUATION EIVCWEER OF RECORD 7HAT 7HE � �U' <br /> INSTALLA�IONS 5PEGFlEQ HERE-�N ARE CURRFM WrtH THE TNEN CURFIENT IESSlNG, NQ ANCH4ft5 REQ� F �QZ��M <br /> 2��'�i <br /> coaE u+o,wrvasc�s�u+oaxas. nT s�:t EXTERIOR ELEVATION: `� �o� <br /> �N mm� <br /> SlhlGLE W1NdOW W � n^� <br /> FRAME ANCHOR REQUIREMENTS TABI.E scy��: 3/a• � ��_p- � „3� <br /> OPENING iYPE FRAME 70 OPENING FASTENER MINIMUM MINIMUM �3dS <br /> {SUesr�a�) m'� �aB�o EDGE a�sr. NOTE: FOR MAX. WINt70W FRAME <br /> (�) FRAME SCREWS DIMENSIONS ANQ ALLOWABLE 1N�,11"„"���lj a <br /> MIN. 2X4 WOpD FRAME OR BUCK N0. 70 SMS OR WOOD SCftEW 7 1 4" 3 4° DESiGN PRESSURE, SEE `������,.F�R"�»b�3y���r� o o �� <br /> (MIN. GR. 3 & G=O.SSj / / APPLICABLE F1QRIDA APPROVAL `�,�:w u' ' ``� ' Q „� �<° <br /> MIN. 16 GA 33 KSI ME(AL STUD NQ. 1p GR. 5 SELF 7AP/DRILL SCREW FULL 1/2" ��?,Zy T' . O p;�'� � �` �' "� <br /> �}' ._.►� z <br /> MiN. 1 j8"THK A36 STEEL N0. 70 GR. 5 SELF TAP/DR�tL SCREW FUIL 1/2" _'�:U �;' � �?aC� � o �� <br /> MIN. i f8"THK 8063-TS ALUM. NQ. 10 GR. 5 SEIf TAPjQRit1 5CR£W FUII 1/2" ��uj•;�}Z n�v�O� <br /> C-90 CMU/2500 PSI CONCREfE (Z) 7/4" CONGREfE SCREW 7 1/4' 2" ""-6�,'••. `Oj�� � <br /> {t)FRAME SCREYiS SHALL 8E PAN HEAD OR HEX HEAD SCREtiV '-biLJ•�.kP�Q��� ING N0. R . <br /> (2}C6NCREtE SGREWS SttAt� BE EECO U�TRACONS (C.S.), E�CO CRE7E-RE% (S.S.}, tTW i 4�� � <br /> SNEEf NO. <br /> � RAMSET/RED HFAD TAPCONS (C.S. OR S.S.) OR HI�TI KWIK-CON II (C.S OR S.S.). � oF 2 <br /> , <br /> �:^. <br />