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G��� , <br /> 1. AlL F/SiENQLS SHAl1 BE W ACCAROANCE WfiH THESE ou�.m er: n�¢�m er; <br /> ORAWINLS, SPEqFlm ANCMOR EUBED TO BASE IJA7ERlo�SHALL FOR MAX. FRAME WID7H, SEE PRESSURE TABLE •x� ...s <br /> e�ror+o wr�1 vouisH oe s�ucco. FOR MAX. FRAME WIOTH, SEE PRESSURE TABLE <br /> ON TFiIS SHEEf. '1°i`-ie °�`o�yu�,• <br /> 2 OPENINGS,BUCI4NG k BUCNPlG FASfQ1ER5 NUST BE <br /> PROPERI,Y DESIGNED k INSfN1FD 70 TRWSFQi WWp lOADS TO ON THIS SHEET 6" 6" ' <br /> THE 51RUCIURE 4� MAJC. �12 MAX. O.C.�1Z MAX. �.C.� 4� MA7C. 3 S <br /> 1 TH6E NON-WPACT RA7E0 tviNDOW SYSTE4 MSiAtin710N5 A� 2. <br /> ARE IN ACCOR¢nNCE WIiH AND uEEf THE REONR61ENi5 OF TME � <br /> fLOR10A BULLDING CODE(FBC). 3 3 � � <br /> /. Al1 ANCHORS SECURING WINDOW FHAIAE TO PRtSSURE � <br /> TREA7ED BUq6 O R W O O D F A A N I N G S l W l B E C A P A B L E O F � ' • � <br /> R615fING CORR040N GWSED BY 1HE PRfSURE TRFATINC • 4. � z <br /> CHE1.9W.5 P!7HE WOOD. � � <br /> S MATERWS.WCWDING BUf N0T L1ufiED 70 S7EEL SCREWS, W a�j � / / <br /> Tip7 CONE IMO CONTACf W(iFi O7HER�tSSiuIIAR t1A T F R U LL S w w / / w� � / <br /> SMPLL NFEf THE RFAUIRp1ENi5 OF FlDRtOq BU4DING CADE N y B� — FlN FASTENER WfTHIN 2" N= 62 Y <br /> uua�R Z°' �� 4 OF CORNERS & 4 1/2' �' 4 v �E SCREWS WHERE SHOWN AT HEAD & SIDES. <br /> 4 70 7N E B E S T O F W R K N O W L E D G E,7 H E W I N D O w S 9 i 0 w N x- CLUSTER FlN FASTENERS ''N o � <br /> NFI2EIN ARE CERfiFlm k OW�LlIY ASSURED BY A FLOPoDA SipTE �r MAIC. O.C. WHEN JOB =- SEE 'FRAME ANCHOR REOUIREMENTS TABLE" ON THIS � <br /> MPRQJED LERfIFlCAiION/Q4 FNfiIY h SHALL gE IABElEp IN =Z AT MEEiING RAIL ENDS REQUIRED DESIGN W� SHEEf FOR REQUIRFJ.fEMS. (NOTE iW1T WHEN JOB � � <br /> ACCOR6NJCE WRH 7NE iHC AND THE 9N-3 RARIDA BUILDING SUCH THAT THERE ARE A =z REQUIRED DESIGN PRESSURE IS OVER +/-35 A o <br /> COYA4SSION SPECIFlG110N5. N7NDOIV ASSDABLY IS N0T PAlif OF W� PRESSURE IS OVER +/-35 0 <br /> TM�s oaawwc nrro swui ae w,�ccoaonNce xmi n�E �J TOTAL OF 5 POSITIONED w W FRpME FlLLER MUST BE USED AT EACH FRAME � : <br /> I PSF; 9' MAX. O.C. WHEN <br /> YANUFICNRQYS OUNf1Y ASSURANCE SPEGFlCAlI0N5 k TESTNG �m AS SHOWN. SEE 'FRAME JOB REQUIRED DESIGN �� SCREW. SEE SHEET 4 FOR PART DETAIL � <br /> R�voms. � ANCHOR REQUIREMENTS PRESSURE IS + "a ) � <br /> 7. CERfIFlG710N OF 1H6E WINDON P15TAI1AT10N5 SFULL BE �-35 PSF �- <br /> �w TABLE' ON THIS SHEEf -� I i� <br /> CAN90ERm VOID IF ANY OF TFiE FOLtAWING APpLY:7)THf(ARE � OR LESS. SEE "FRAME W <br /> �NSfAIJ.ED WIfF10Uf A BUILDING PQiMR FRON 7HE APP�JfA9lE � FOR REQUIREMENTS. �� <br /> IOCwL 6UI(DWG OEpP1iil,IQfL 2)IF 1HEY ARE�e��rn �� ANCHOR REQUIREMEt�lTS � <br /> a�none orners nuw�uc�us�n co�oR pwoaou�xm� �w TABLE" ON 7HIS SHEET o N � z <br /> WMDOW INSfALU110N5. 3)IF CWWG6 HAVE OCCURRm TO THE a I FOR REQUIREMENTS. '�� 3 F.I-.i�o <br /> PROOULI'S LERfIFlG710N ENiiIYS CERIIFlCA7E THAT GUSE TH6E � / j ,a / � p ��o 0 <br /> PSfN.UT10N5 TO BE INCORIiECT OR INCOtiS�SftM WIfFI WHNT HAS � 4' MAX. Z a N� i <br /> BEQJ 7ESIm. . . . . <br /> 4 lHE LF/Sf DESIGN PR6SURE SPEGFIm EIiHFFt W 7H6 • • � � � � 3 �Z 5 N <br /> DRAM1NG OR IN iHE PRODUCI$CERTIFlGTION SFULL CONRtOL FOR �- �� �n <br /> n�e ir+sruim w�Noow. EXTERIOR ELEVATION� INSTALLATION CLIPS WHERE DCTERIOR ELEVATION• Q U g� <br /> 9.TiESE DRAWINGS CE.RfIFY 7NE WINOOv!IFLSfAl1p71pN ONLY. XO WINDOW SHOWN AT SILL. SEE �FFtAME a �o�� � <br /> WATER PROOFlNG OF THE INSfAL1FD WINDOWS LS N0T PART OF <br /> Rt6 IibTM1ATI0N LFRTiFlGTION. THAT R6PON981LRY y{K�gE SCALE: 3/4' = 1'-0" ANCHOR REOUIREMENTS TABLE" XO WINDOW � � <br /> nwr ov n�u,wuFactua�rt k/oe Msrw�c. ON THIS SHEE7 FOR SCALE: 3/4' = 1'-0" <br /> MOUNT CONDITION) REouiREMerrrs. (FR,4ME SCREW AND CLIP MOUNT CONDITION) z <br /> FRAME ANCHOR REOUIREMENTS TABLE � � <br /> OPENING IYPE FRAIAE/CLIP/NWL FlN TO MINIMUM MINIMUM N y <br /> (SUBSTRATt7 OPENING FASfEtJFR 1YpE EMBED EDGE DISf. � � <br /> �'� FRA�tE SCREwS ALLOWABLE DESIGN ������",w°RCiwas iN TM RASPECIFlED � �# <br /> AIIN. 2X4 WOOD FRNAE OR BUCK PRESSURE SUB5TRATES HqVE BEEN ANALYLED IN ACCORNJJCE <br /> (MIN. GR. 3&G=0.55) N0. 10 SMS OR WOOD SCREIY 1 7/4' 3/4' N7TH THEIR APPUCABLE STANDARD S IWD ARE FOUND � �o <br /> (XO � OX UNfiS) () <br /> TO BE EQUNALENT TO OR STi20NGER iFiAN 1HE N <br /> . 1 GA 33 KSI METAL STUD N0. 70 GR. 5 SELF TAP DPoLL SCREW FULL 7/2' Zm m <br /> MIN. 1/B'THK A36 STEEL N0. 10 GR. 5 SELF TAP DRILL SCREY! FULL 7 p' �• �• �OWABLE ANCHOR(S) USED IN TESTING WffH 7HIS PRODUCT. w <br /> / FRAME FRAME PRESSURE � Z���� <br /> NIN. 7/8'TNK 6063-TS ALUM. N0. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2' WIDTH H�GHT (+/- PSF) py7,uy�7�pN EyAW1nON 6 B�gD pN APpIJGgIE NN71pp SryJlp�pp5 � � ��H <br /> MIN. C-90 CMU OR 2500 P51 CONCRETE �2� 1/4'CONCREfE SCREW 1 7/q' Z• (IN.� (IN.� AND/IXt MFDR�UTION k R6U�75{ppy�ppwjg�7p�qtpp� � W �a��� <br /> �� INSTALLATION CLIP SCREWS �R�a�11LflPJG CODE YERSION CDNSOFREp XTfN 7F1�Eyµ�N7pN yyV � oo^ <br /> 72 44 50 nwr a��r me rnc o�n+e evwHnor+. a ng EVExr or rnoe � �! <br /> MIN. 2X4 WOOD F'RnME OR BI1CK v[asiro+uuuces/ueans oR m n�ev[xr nHT Nev oR bpiqru� N �Z� n <br /> N0. 10 SMS SCREW 7 1 sZ � 8 62 50 hsnHc a couv��p ox n�p�cEp axopucr,rmor�ro yT�nnc <br /> (MIN. GR. 3&G=0.55) �4 ��2 73 6,2 30 CODE 47YPlYJlCE WfM iHE SpTE 7HE LLVNfACIURQt SiW1 CONiUW p �J^�y� <br /> MIN. 18 GA 33 KSI METAL SiUD N0. 10 GR. 5 SELF TAP/ORILL SCREW FUI1 7/2' �g g2 ZS ���'�nON��"�"�'"�°�Rcm�°1"^T T�c '� �� ,o <br /> o-mnturaKs srcacim ncxc-w u+�tu�tcert wm�n+e niEr+aiw+exr c� �u�Z�m <br /> MIN. 1/8"THK N6 STEEL N0. 10 GR. S SELF TAP DRILL SCREW FlJLL 1/2' PRESSURE SHOWN IN THIS TABLE ���E��Pu�f��� �3� � <br /> AIIN, t/8'THK 6063-TS ALUM. N0. 70 GR. 5 SELF TAP DRILL SCREW FULL 1/2' IS fOR INSTALL4TION CONDITIONS <br /> 2500 PSI CONCREfE (2) 7/4' CANCREiE SCREW 1 1/4' p• ONLY. THE GOVERNING DESIGN +97a82°;. �3� <br /> (3)NAILING FIN FASTENERS PRESSURE ON THE WINDOWS ,>>�� ,.����'�r� . <br /> SHALL BE THE LESSER OF TFIAT �' <br /> MIN. 2X4 WOOD FFtAME OR BUCK ���;r , l�`! d <br /> (MIN. GR. 3& G=0S5) N0. 8 SMS SCREW 7 3�g- ��Z- SHOWN IN THE INDMDUAL -;�:';� ' d, n <br /> WINDOWS STATE APPROVAL OR ��?'s;. `; �'� :- o ��y� <br /> MIN. Zxa WOOD FRA�nE OR BUCK THAT SHOWN IN THIS TABLE. - ��? 1' ' �� a "' <br /> 11 G0. ROOFlNG NAIL w �ti 3a <br /> .. V 6� yo <br /> (MIN. GR. J &G=0.55) 1 3/8' 7/2' "'•; � � , j: 4 <br /> �7:� :.� ` I"�.`�' " � 3�.i <br /> MIN. 1/8'THK A36 SfEEL N0. 8 GR. 5 SEIF TAP/DRILL SCREW FULL 1/2' % o�. • <br /> .'-�1: G :���_ � �i <br /> MIN. 1/B'THN 6063-TS ALUTA. N0. 8 GR. S SELF TAP/DRILL SCREW FUI1 7�p' <br /> (1)FRAME AND INSTALLATION CLIP SCREWS SFWLL BE A PAN OR HIX HEAD SCREW. '!���y�••-�r'�;�0���,'`' � 3 <br /> (2)CONCREfE SCREWS SFIALL BE ELCO ULTRACONS (C.SJ, ELCO CRETE-FLE)( (S.S.), ITW in�onnw�ws uic�wPucRete nr�n To n¢rrmmicr DRAWING <br /> RAMSEf/RED HFJ�D TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). a�rn.n�n wr Nor ae usm rna n�e wsscua�r <br /> (3)WHEN SCREVJS ARE USED Wli}i THE WUL FIN,iHEI'MUST BE A WAFFLE HEAO SCREW OR HAVE /OR PlSTALiR10N�F ANY OTNER ppppUCE NOR WY �HBJ A <br /> A FLAT WASHER AT THE SCREW HEAp. ae usm rorz xnnor��wo/oR wrx�rcrswu SNEEr uo. <br /> .m ersoouer e»r woou�sr sne u.:.w.rF„�� 5 <br /> �*m or+ni oa�vnNcs. � oF <br />