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, r1 <br /> �:, <br /> -- -- -- <br /> __ _ — _ ' _ ' 4 ' ' ' <br /> K <br /> ELIXIR DOOR & METAL CO. ^ � o <br /> NON—IMPt�CT SERIES 202-205 O.S. DOOR W/ VERT. SLIDE WINI)OyV � �Z <br /> U U� F <br /> INSTALI,ATION ANCHORAGE DETAILS � o� � <br /> o W� � <br /> � ¢m <br /> a, o <br /> a <br /> � <br /> ¢ � <br /> GENERAL N6TES: INSTALLATION NOTES: <br /> l.THE PROOUCTANCHORAGE SHOWN HEREIN IS DESIGNED s,IN AREAS WHERE WINDBORNE�EBRIS PROTECTION l.ONE(7)INSTALLAl10N ANCNOR IS REQUIRED AT�EACH 5.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE <br /> TO COMPLY WITH THE CURRENT EDRION OF THE REQUtREMENTS EXIST,USE OF AN IMPACT PROTECTIVE ANCHOR LOCATION. WALL FINISHES,INCIUDING BUT NOT LIMITED TO ?� o M ,r <br /> FLORIDA BUIL6ING CODE(F8C)EXCLUDING HIGH SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR STUCCO,FOAM,BRICK VEPIEER AND SIDING, p � X O <br /> VELOCITY HURRICANE 20NE AND THE DESlGN WINDBORNE DEBRIS REGIONS IS MANOA70RY FOR THE 2.THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN <br /> PRESSURE(S)STATED HEREIN. PRODUC7 HEREIN. ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM 6.INSTALLATION ANCFtORS SHALL BE INSTALLED IN � ��w � <br /> SPAqNGS TO BE USED POR PRODUCT INSTALLATION. ACCORDANCE W ITH ANCHOR MANUFACTURER'S W� w � <br /> ta.THE PRODUCT DETAILS CONTA[NED HEREiN ARE BASEO b.FRAME MATERhL.ALUMINUM ALLOY 6063-Tfi � INSTALLATION INSTRlFC710NS Mt0 ANCHORS SHALL �0� a <br /> UPON SiGNE�AND SEALED TEST REPORT QALLAS DOOR PANEL MATERIAL:STEEL CLAD. 3.SH[M AS REQtfIRED AT EACH INSTALLATION ANCHOR NOT BE U5ED IN SUBSTRATES W(TH STRENGTHS LE5S O ��O <br /> LA80RATORIES,INC,#47173 AND ASSOCIATED WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWJiBLE THAN THE MINIMUM STRENGTH SPECIFIED IN THE Z <br /> LABORATORY STAMPED DRAWINGS. 7.GLASS MEETS 7HE REOUIREMENTS OF ASTM SHIM SIZE OF 1/4 INCH.SHIM WHERE SPACE OF 1116 INCH "ANCHOR SCHEDUIE"THIS SHEET. � ��Z vi <br /> E1300-04e(01}GLASS CHARTS. OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED Q j`°W O <br /> � U F < <br /> ?.ADEQUACY OF THE EXISTING STRUC7URAL 2X FRAMING OF HIGH DENSITY PLASTIC OR BETTER. 7 INSTALLATION ANCHORS AN�ASSOCIATED HARDWARE �tj���g m y Z <br /> OR STEEL FRAMtNG AS A MAIN WIND FORCE RES{STING 8.DESIGNATIONS"X"STAND FOR THE FOLLOWENG: MUST BE MADE OF CORROSION RESISTANT MATERIAL g O�}s� z <br /> SYSTEM CAPABLE OF WITHSTANDING AND X:OPERABLE PANEL ;.ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR OR HAVE A CORROSION RESISTFNT COA7ING. °�a w O� o a <br /> TRANSFERRING APPLIED PRODUCT LOA�S TO THE O:FIXED PANEL 14GA.MINIMUM S1EE1 FRAMING SHALL BE AS SHOWN IN �O C7 O Z <br /> FOUNDATION fS THE RESPONSIBILITY OF THE ENGINEER "ANCHOR SCHEDU�E THIS SHEET �a p— `C� <br /> ORARCHRECTOFRECORD. 9.HAR�WARE: O`°g rnZ ��� <br /> A. H A L F H I N G E S:(4)6 0 6 3-T 6 E X T R U D E D AL U b 11 N U M �,�-�9 O¢ `ag� <br /> 3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED ANO B. LATCH LOCK.KEYED J p�a ��fi <br /> ANCHORED70PROPERLYTRANSFERALLLOADSTOTHE C. DEAOBOLT SINGLECYLWDER W p Nw � ,� <br /> STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE , �W <br /> RESPONSIBILITY OF THE ENGINEER�R ARCHITECT OF 10. SEE SHEETt FOR DESIGN PRESSURE CHART. � �„ <br /> RECORD. <br /> W� ffcS�i <br /> � ' ��gq <br /> 4.THE INSTALlATEON DETAtLS DESCRIBED H�2EIN ARE � �8�a <br /> GENERICANDMAYNOTREFLECTACTUALCONDITIONS Z � ^g�� <br /> FOR A SPECIFIC SITE. IF SITE CONDITlONS CAUSE y o <br /> INSTALLATION TO�EVIA7E FROM THE REQUIREMENTS <br /> DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT - �' l <br /> SHALL PREPARE SITE SPECIFIC DaCUMENTS FOR USE <br /> WITH THIS DOCUMENT <br /> ANCHORSCHEDULE <br /> �OR FRAME ���A�� EMBED6ftnENT E� qNCHOR CAPACft1ES <br /> DESIGN PRESSURE RATtNG(PSF) IMPACT RATING Su��� T�E� �� 5� ��� (�M��� ��y(�A�(Cx1E ��aN <br /> SPECIflCATION <br /> WHERE WATER INFfLTRATION WHERE WATER INFILTRATION SI"IEET NtlN.3 <br /> REQUIREMENTIS�NEEDED RE�UIREMENTISNOTNEE�ED NONE �METAL/STEEL 1}{REA05 <br /> ASME B18.6 4 MIN.33 KSI YIELD <br /> •• t3o.o TUBWG 14 GA FlN(Z-6,4R) PAN HEAD N0.8 �TAPPING SCREVI� P'�TINSIDE 3!8" STRNEGTFI RobertJ.Pnionun,P.E. <br /> MIN. SURFACE OF Florkla P.E.No.48752 <br /> "UNIT MUST BE INSTALLED BENEATH AN APPROVED OVERHANG hIAT THICKNESS SUBSTRATE .�ti�Sp��Ay`�•�� <br /> MEETS THE REQUIREMEMTS OF THE CURRENT EDITION OF THE FLORIDA �'try��'�t�EmSE+�'�G�� <br /> AtdSl 818.6.1 <br /> BUILOING CODE. `�' xq ar�sz •""o�= <br /> 2XWOOD (WOODSCREiM1�} V4T70DWITHRMINIMUM �*��,rl�(T_�.-;, <br /> TABLE OF CONTENT FRAMING F�N(Z-$AR) PAN kEAD N0.8 OR 1° tf2" SPECIFIC GR.4VI'fY OF :$a;Rrn�re aF V� <br /> SHEET DESCRIPTION �+���e.s.4 o.a2. , �?y <br /> , ��,,t�y.<p n�o�o��,.�� <br /> (TAPPINGSCREV� �'OS�ONR�E;:.� <br /> NO7E5: <br /> 1 GENERAL AND INSTALLATION NOTES DigitallysignedbyRobertJ. <br /> 7}WRW''.70DOF2TAPPINGSCRBNSIFSR.ITTINGISACONCERN,DRILL0.082"RLOTF�LE(DRILLSIZE45}. ARIOYU50 ' <br /> 2 ELEVATION, ANCHORING LAYOUT pj�("�p{�7ANCEh�ASUR�FROMBT}162SIDEQFANGiORTO�GEOFSUBSTRhTE ' <br /> DN:cn=Robert J:Amoruso,o, <br /> 3 VERTICAL CROSS SEC710NS AND GLAZING DETAIL <br /> ou=PTC Product Design Group, <br /> 4 HORIZONTAL CROSS SECTIONS email=robert@ptc-corp.com,c=US <br /> Date:2015.08.05 10:49:35-04'00' <br />