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ORawN 81': CwEfxLO Bx: �JW. w.�5. 73 MAX FRAME N'IDTH — 710" MAX. FRAMF WIDTH ��: r�ar. 12" �z. as/u/ae 6'� MAX. 12�' MAX O.C. 12 MAX. O.C. 6�� MA%. 6�� MAX. MAX. 12�' fvtAX. O.C.— —MAX. W �� O.C. O.C. e e o A1 5" 4" 4" 5'� A2 A7 5� 4" 4" 5'� A2 S' 4" 4" S" A1 -- 6"' MAX. m � � 2 � 2 2 2 �—�" 2 r— — ---- — -- ___— —� r— — — — — --- -- --- -- — — —� o = 6" MAX. I � I I 6' MAX. � � � i � / /\ / O � � / /\ / O / /\ � I i � � FRAME SCREWS WHERE � FRAME SCREWS � � � � � SHOWN. SEE "FRAME I 33 1/4 MAX. D.L.O. I I WHERE SHOWN. SEE I 51 1/2" I � _ � ANCHOR REQUIREMENTS � � "FRAME ANCHOR MAX. D.L.O. = I d _ - = I fOR REQUIREMENTS. I p = I ON THIS SHEET FOR p � REQUIREMENTS. � I w 8 C1 D o w 8 C7 o C1 B � 2 � � Z � Z � �x ¢� 2 � ° Z ° x 2 ° z � ° � C2 INSTALLATION CLIPS � �.. ¢ INSTALLATION CLIPS OPPOSITE OPPOSITE X 2 WHERE SHOWN. SEE _ Q � WHERE SHOWN. SEE I � � - — "FRAME ANCHOR I � � I _ � "FRAME ANCHOR � � z ��M � �� REQUIREMENTS TP$LE' N �� REQUIREMENTS TABIE" N �g n� � � I ON THIS SHEET FOR I 1O I ON THIS SHEEf FOR » � � � 4�a Q o 16" MAX. � �OCN REOUIREMENTS. (CLIPS I I �oCK REQUIREMENTS. (CLIPS ��K � 16" MAX. = a Z a o O.C. � � MAY ALSO BE USED � � � MAY ALSO BE USED I O.C. o o�`"' � � AT HEAD IN LIEU OF � � AT HEAD IN LIEU OF � W �a�'� � FRAME SCREWS) / � FRAME SCREWS) // � � � � S y� w�� 6" MAX. � / � � a� � 6° MAX. �'c� � � 4 9 4 4 9 � `�d� ,�, INS(�TION 3"3" 3"3" iNSrnuanon 3"3" j � cua Z � 4° MAX. 15" MAX. O.C. 75" MAX. O.C. 4" MAX. 4" MAX. 75" MAX. O.C. 15' MAX. O.C. 75� MAX. O.C. 4� MAX. Z EXTERIOR ELEVATION: EXTERIOR ELEVATION: }3 Z� XO OR OX WINDOW XOX WINDOW �o w`° m SCALE: 3/4" = 7'-0" SCALE: 3/4" = 1'-0" 03 z�p�N CORNER CONSTRUCTION: � Z �� FRAMF�MEAIBERS PRE MITEREO h FULLY wELDED. w Z W a�'^� SASH.Ma�seRS u�e�r�m��uu.Y w�o�u. ALLOWABLE DESIGN PRESSURE GENERAL NOTES: �o W oo5; EVALUA710N 0�THIS PRODUCT IS BASED ON APPUGBLE STANDMDS AND/OR 1. iH6E WINOOW SYSTEMS HAVE BEEN TESfE�.ANPLYLE➢k APPROVED FOR OESICrv PRESSURES NOT TO �f�l� W Z�c�� XO OR OX UNfTS & XOX UNRS EXCEED TNOSE SHOWN IN THE'P1.LOWABLE DESIGN PRESSURE TABLE(5). ��u z INFORNATION&RESUUS FROM nPPLICPBLE TEST REPORTS. 7HE FLORI�A BUIIDING 2 OPENINGS,BUCKING&6UCKING FlSTENERS MUSf BE PROPERLY OESICNED&INSTAILED TO TRPNSfER CODE VERSION CONSiDERED WfiH 1H15 EVA�UATION WAS THnT IN FORCE AT THE TIME ALLOWABLE PRESSURE W�ND LOH7S TO THE STRUCTURE. V�o m a OF THE EVALUATION. IN 7}tE EVFNT OF COOE VERSION CHaNGES/UP�ATES OR IN J �tn N� 7HE EVENT THAT NEN'OR AD�RIONAL TESIING IS COMPLETED ON THIS PRODUCT, MAX. WINDO�N FRAME 3. ALL HARDWARE k FA57ENER5 SHALL BE IN ACCOftDANCE WRH THESE ORAWINGS&SHALL NOT VARt' Z n� PRIOR TO SfATING COOE COMPLIANCE WRH TNE SfATE.THE N+WUFAC7URER SHN.L POSITIVE NEGATIVE UNlE55 SPE(7FlCNLLT MEMIONED ON THE ORAWINGS. SPECIFlEO ANLHOR EMBED TO 6ASE NATERIAL SHALL , �3 U a CONFlRM WITH THE EYALIW710N ENCINEER OF RECORO THAT EVERYIHING SPECIFIFD SIZE (IN) BE BEYONO WPLL FlN@i OR SR1CC0. . ' ,. a PSF PSF 4. 7H6E WINDOW SYSTEAIS HAVE BEEN OF9GNED IN ACCORDANCE WITH ANO MEEf 7}fE REOUIREMQJT$OF � ''f'`� 'r�'•. °u 3�+1' HEF2E-IN IS CURREIJT WRF7 ALL CURRENi TESTING,CODES AND APPUCABI£ � � � � THE FLORIOA BUILpINC COOE(FBC)INCLUDING HICH VELOQN HURRICJWE ZONES(HVIIZJ. �'t�Y. '.,,i�'`�y, , STPNDARDS. XO OR OX UNITS 5. THESE WWDOWS ARE NON-IIAPACT RATFD&MUSt BE SHUiTEREO WITH A FLORIDA CODE APPROVED ��u;',�,��6 f� '�:ri�: - FRAME ANCHOR REQUIREMENTS TABLE a�73 X 62 30 30 SHUfiER wHERE REONREO BY CODE. _-.S:::e� -7 ''.�",�+ . a 6. P1L ANCHORS SECURINC WIN�OW FRAAlE TO PRESSURE TREATEO BUCKS OR WOOD FRAIAING S1nLL BE�-�..��-� � l?`'d°: ~ (Z173 X $0 37 49 CMABLE OF RESISTING LORROSION CIUISFD HY THE PRESSURE TREATING CHE�IICI�f.S W THE WOOD. �':�;.`�' �` `:"? 'Z W,i OPENING IYPE fRPhfE/CUP/NAIL FlN TO MINIMUM MINIMUM (" 7, DETERNINE THE POSRIVE!c NEGATIVE DESIGN LOPDS TO USE WHEN REFERENCINC THESE WCUTAEMS-TN'� � ��. ��4'"" o � (SUBSTRATE) OPENING FASfENER IYPE E�18ED E�cE oisr. 73 X 38 3� 49 A�CORQ4NCE WITFI 7HE GOVERNING LODE AND GOVERNMG WIND VF10CI7Y. fOR WIND LOAD CALCUTATIONS�r � O U/ f�;� a ip �� FRAME SCREWS & WSTALLATION CLIP SCREWS XOX UNRS IN ACCOROANCE WITX THE FLORIpA BUILDING COOE,A DIRECTIONNJfY FACTOR OF Ntl=0.85 NAY BE "' � ,+� �a`. •.r U Np MIN.2%4 WOOD FRAAIE OR BUCK APPUED PQ2 1HE fSCE-7 STPNpARp, . : � r;�, � Py z w N0. 10 SIAS OR WOOD SCREY! 1 1/6 3/4' «�1�O X 52 3O 3O 8. IdAIERIPIS,INCLUDINC BUT NOT LJMRID TO STEEL SCREN5,THAT COME INTO CONTACT�VIi}i O7HER -.Yy ti = ¢ 3w (AIIN.CR.3 k G=0.55) DISSIfAIUR MATERIALS SHALL MEEf 7HE REOUIRQAENTS OF FLORIOA BUILDMC CODE CHAPTEF2 20. �`' w � `� i AIIN.1B GA 33 K51 METAL STUO N0. 10 GR.5 SQF TPP/DRILL SCREW FULL t/2� �Z�110 X 50 31 41 9,TO 7HE BESi OF OUR KNOWLEDCE,iHE N7NDOwS SHOWN HEREIN ARE OUALItt r55URED BY A FLORIDA �1��,{"^:';;;�`„` V d IAIN. 1/8"iHK AJ6 STEEL N0. f0 GR.5 SELF TAF/DRILL SCREW FULL i/z' �'1STEEL REINFORCEMENT ON BOTH MEETING STATE APPROVEO CEKiiF]CAPON/OA ENTITY k SHAlL BE IFHElED IN ACCORDMICE WfIH THE FBC AND THE ��' � MIN.1/8"THK 6063-TS ALUAI. N0. 10 GR.S SELF TAP/ORiLL SCREw FULL I/2' STILES 9N-3 FLORIOA BUIIDWG COUMISSION SPECIFlCATIONS. THESE ORAWINGS SHOW ALL APPUG18l,E F�VATION, . � 3 COMBINATION,INSTAIlATION @ CONPARAi�yE pN/yY$�5 CONOITIONS AS DEfERMINED THROUGH TESTiNG B C-90 CMU/2500 PSi CONCRETE «1 1/4�CONCREfE SCREY! i i/a' Z• a�STEEL REINFORCEMENT ON THE OPERABLE ENGINEERING MTIONA�ANA�Y$I5. WINDOW ASSEN9LY SHP11 BE IN ACCORDANCE WITH THESE ORAWINGS. ORAwING No. REV. (i)SCRNYS SHALI DE PAN IIEAO OR HE%NEFD SCREw MEETING STILE & ALUMINUM THE MNdUFACNftER'S OUAIfIY ASSURANCE SPECIFlCAl10N5 k TESnNC REPORTS 1598 B REINFORCEMENT ON THE FIXED MEETING 10.CERPFlGITIDN OF THESE WINDOWS SNALL BE CONSIOERED V010 If THEY ME INSTALLED WITHOUT A SHEEf N0. (2,HEADTA CONSE R HLiI KWH ECON IIL W.ADE ED STEELR RESfIEx,11V+RAMSEf/RED STILE BUILDING PERIAIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENI OR IF THEY ARE INSTly�D BY Z ( qNYONE Otl�Ea iMqr�n uCEnSE�COMRACTOR ExaERiENCED vriiM w6u00w ihSTJy1qTI0NS � aF J �