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� r.FN Re�N0Tf5: o�e,�: omm en 1. P11 FASIENE%SW�LL BE RI ACCOROnKE wfM 7H6E DRAwINGS. SPECIFlm ANCHOR pIBEO TO FOR MAX. FRAME WIDTH, SEE FOR lAAX. FFtAME WIDTH, SEE c�m:� dm� ease wa�swu.�ee eEroNO wau nwsri oR sruao. NOTE BELOW "" °'^'^• 2 OPEMNGS.BUCIaNG&BULqNG FASiENERS NUST BE PROPEALY DE9CNm g WSfALLID TO iRANSFER A7 NOTE BELOW WIND LOl�S TO THE SIitUCTURE 3. TH6E NON-II�PLT R17ED wuIDOW SYSiE11 WSTALLA770N5 ARE IN/�CORDnNCE Wfl}I AND uEET THE 4 � a REAUIR�7EM5 OF lHE FlARIDA BURDWC fADE(FBC). - 4, Ptl.ANCFpRS SEWPoNG K7NOOW iRWE 10 PR65URE iREA7ED BUG6 OR W00�FFPlUNG SFULI.BE CIPABLE OF RE45fAG CDRROSqN Ulbm BY THE PR6AIRE 7REATING CHENICAIS P1 lHE w00D. 4� �• S NATERWLS.PXI.UDMC BUi NOT L1uIlID 70 SIEEL SCAEY75.7HAT C04E R7T0 CONfACf W(iH OTHER . � � � D651NIUR MA7ERWS SFiALl.NEET 7F1E REOUIREIAENIS OF FLORIR4 BUIIDING CODE CHMiER 20. N & TO 1HE BESf OF OI1R KNOWLIDGE THE WINDOYS SHOWN HER�N ARE CER71FlE0 k OWUt1Y ASSURED FlN FASiENER WfTHIN 2' BY p FIDRIW STATE APPRWm CERfIFlGTION/OA ENIIIY&9ULL BE LABE1fD W ACCORQWCE WIiH iHE OF CORNERS & 4 1 2 FRAME SCREWS WHERE SHOWN � FBC PND 7HE 9N-3 FLORmA BUILDING fAwlIS40N$PECIFlG710N5. N7NDOW 755EYBLY 6 N0T PARi OF � � AT SIDES. SEE "FRAME ANCHOR � iH6 ORNWING AND S1Wl BE M ACLORDANCF WIIH iHE 1W�UFIGIUREA'S OUALrtY 0.55UWNCE MAX. O.C. WHEN JOB sv�nora a�hsnr+c aEaomz REQUIRED DESIGN REQUIREMENTS 7ABLE° ON 7HI5 0 �. cffmFUwnoN oF n��vnrmow u+sruunors sw�u se cor+smEam vao iv aNr oF nie pRESSURE IS OVER + -35 � 3 SHEET FOR REQUIREMFMS. FOLLDWING APPLY:1)7HEY PRE INSW.IID M7fH0UT A BUILDINC PFRNR fR01A iHE MPIJfABLE LOGL � '¢ BU0.DWG DEPNiiMENL 2)IF THEY ARE INS4LLIID BY ANYUNE OT}1FA i1W�A UCEf15m COMR�CTOR �� . PSF; 9' 1MX. O.C. WHEN ° C2 (NOTE THAT WHEN JOB � oca�p�wnH rr,rroow n+sruuTrors, a)�aw+c¢wae occuwsm To nie aaooucrs 5 JOB REQUIRED DESIGN m 5 I�E�UIRED DESIGN PRESSURE IS ��T��s7�7E 7H4T GLSE THESE P6fA1U7101S TO 6E INCORRELT OR PlCONSISTEM pRESSURE IS +/-35 PSF w OVFR +/-35 A FRAME FlLLER � A 1}1E LfASf U61CN Pft6SURE SPECIFlED F]iMiER M TWS DRMlMC OR IN 7HE PROOUCIS CFRTIFlCAl10N OR LFSS. SEE 'FRAME o MUST BE USED AT EACH FRAME g siuLL wr+ttm��e nte nasrutm vnNOOw. Z SCREW, SEE SHEEf 5 FOR 9.TH6E DRAWINCS CERfffY 7HE 4AND01P fNSTN1A71UN ONLY. WA1ER PROOFlNC OF iHE�NSfai�m ANCHOR REQUIREMENTS W ERf WWDOWS LS N07 PART OF 1HI5 INSfMUTqN CEHfIFMA710N. 7HAT F6POtSIBILlfY SliaL1 BE iHAT OF THE TABLE" ON THIS SHEET � Z• N PART DEfAIL) wwuvnciurs�t g/at wsr�um FOR REQUIREMENiS. � j 6- x � j W j s• 30 ��o°o 1 � Z �N� I � � �zsN wsraurori Evwy,ra+a a�n au oaeurra�u�ona sTaxwnos um/at w�iror+�aESnts 3 �� tO �+,�e��r aFroms. n��uam�eunnMC cooE v�a+aus�mm wmi n+e CLUSTER FlN FASTENERS AT '� F- g� Evau�ra+Nns nur w roac��r n�nue ov n�tvxumaa w n�emrt ov coue wmor+ v a w a c�ww�s aw�c on w n�e,�n nwr r+�+oa�omnwL hsru+c s muwErm or+na MEE7ING RWL ENDS SUCH THAT aa o a�a �m aROOUa.aama m sr�nuc cocF muaiwee xm+nff sr��ixc xu+uneruaoe suu � THERE ARE A TOTAL OF 5 0 � a �°e�u vm�TME eaT�u"n°"a"W^T°"°�°�m°°a¢°R°TM'T i"`°suu"ms��m POSfTIONED/S SHOWN. SEE � 1 F1FfE-N ME WWIEHf WIfN 7NE THEH L1xdEM 76TA'G.COOE MID MR1G&E SGNWtDS. 'FRAME ANCHOR REOUIREFAENiS Z � �FRAME ANCHOR REQUIREMENTS TABLE TnBLE' oN 7HIS SHEET FOR z � OPENING iYPE FRAME/C�P/NAIL FlN TO MINIMUM MINIAIUN �QUIREMFNTS. B' ? � (SUBSTRAT� . OPENING FASTENER IYPE EMBED EDGE DIST. ' 4 j j 3 I �� FRAME SCREWS � � MIN. ZX4 WOOD FRNAE OR BUCK N0. 70 SMS OR WOOD SCREW 7 7/4� 3/4' 4• � ? c�o (MIN.GR 3 6c G=0.55) �- y Z� � MIN. 1 � IAIN. 1/B�iHK A36 SiEEL N0. 10 GR.5 SELF TAP DPoLL.SCREW FULL i/2' EXi'ERIOR ELEVATION: EXTERIOR ELEVATION• ?..��+ MIN. 1/8'iHK 6063-TS ALUM. N0. 10 GR. 5 SELF TAP DWLL SCREW FuLL Vz' SINGLE WINDOW SINGLE WINDOW s z �° NIN. C-90 CMU OR 2500 PSI CONCRt7E (�) 7/4'CONCREfE SCREW 1 1/4' 2' SCALE: 3/4� = 1�-0� SCALE: 3/4� = 1�-0� w �a��Y (�) INSTALLATION CLIP SCREWS (NAIL FIN MOUM CONDITION) (FRAME SCREW MOUNT CONDITION) � �z�$� MIN. 2X4 WOOD FRNAE OR BUCK �=�,;j N0. 70 SMS SCREW 1 1/4' 1/2' o �= g (MIN.GR.3&G=0.55) � �� `�� MIN. 18 GA 33 KSI MEfAL SR1D N0. 10 GR 5 SELF TAP/DRILL SCREW FULL i/z' NOTE: FOR MAX. SINGL.E SIDE JAMB N ��Z��° �+w. i/e'n�K wzs sr� N0. 10 GR 5 SElF TAP/DRILL SCREV/ FuLL �/2' WINDOW FRAME DIMENSIONS MICHOR N3� IAIN. 1/8'1HK 6063-TS ALUM. N0. 10 GR 5 SElf TAP/DRILL SCREW FULL i/2' SPACING TABLE ��iL��i� $3.'1 2500 PSI CONCREfE 3� c2� i/a'CONCREiE SCREW � i/a• z• pR�ESS REW/S E APPL CABLE �E oi�uM `:c`��e.,��y/�'' ( NAILING FIN FASTENERS FLORIDA APPROVAL wIDiH SPACING �z�;' � •�y.,�l'v> m. ;,, MIN. ?X4 WOOD FRA41E OR BUCK N0.8 SNS SCREW � � ( � ( � =U�4' � (MIN.GR.3&G=D55) 1 3 B' 1 2� IN. IN. ;�.Z rd ��Q N �p MIN. 2%4 WODD FRAA7E OR BUCK 54 12 •V ��'F��Q 'Q No (MIN.GR.3&G=0S5) >> �ROOFlNG NNL � 3/g• 1/2' 48 13 ��=,�� p N� � _ '\ o z �2=.,� Z , ��i w a� MIN:1/8'iHK 0.S6 STEEL N0.8 GR.5 SELF TAP/DRILL SCREW FULL- 1/2' 36 17 ' .� ., d MIN. 7/8'THK 6063-T5 All11A. N0. 8 GR. S SELF TAP/DRILL SCREW FULL i/2' q�jy�p��7�qNCHORS�INAiH R SPECIFlED� 6dbiy••�pP�� U LL ¢ (1)FRAA�IE AND INSfALLAlION CLIP SCREV7S SW1LL BE A PAN OR HIX HEND SCREW. SUBSTRJ4TES HAVE BEEN ANALYZED IN ACCORDANCE 3 (2)CONCREfE SCREWS SHALL BE ELCO ULTRACONS (C.SJ,ELCO CREfE-FLE1( (5.5.), fIW WITH TH�R APPLICABLE SfANDARD(5)AND ARE FOUND 1NEg p{WyINGS IVtE MPUGBIE ONLT TO TlIE PRODUCf o vnrac No. tv. HAMSE7/RED HEAD TAPWNS (C.S OR S5.) OR HILiI KWIK-CON II (C.5 OR S.S.). TO BE EQUNALEM TO OR SiRONGFR THAN THE FQFIED•7Nfl'WY NOT BE USED FOR iHE ASSE11gLY �H67 (3}WMEN SCREWS ARE USED WfTH iHE NAIL FlN,7HEY A7UST BE A PAN HEAD OR WAFFLE HEAD /WCHOR(S) USED IN TESTING WfTH THIS PRODUCt /op°'n"wm°"o��xr o�'rx Paoouc�e�oR wv Er ee usm Foa nnnor+u�wo/ort�nrx�vartwa sr�r No. SCREW OR HAVE A FlAT WJSHER AT THE SCREW HEAD. A�oN��er n+e uu+uF�iu�a � pF rJ