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� I, � ELIXER INDUSTRIES MODEL 402-14 NON—IMPACT OUTSWII�G � a 0 , . VINYL LAMINATED STEEL DOOR � � . g INSTALLATION ANCHORAGE DRAWING � � � G � GENERAL NOTES: � ' INSTALLATION NOTES: � N � I.THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 5.IN AREAS WHERE WINDBORNE DEBRIS PROTECTION 1.ONE(1)INSTALLATION ANCHOR IS REOUIRED AT EACH 5.MINIMUM EMBEDMENTAND EDGE�ISTANCE EXCLUDE � u�'1 TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE REQUIREMENTS EXIST,USE OF AN IMPACT PROTECTIVE ANCHOR LOCATION. WALL FINISHES,INCLUDING 8UT NOT LIMITED TO � Q � (FBC)EXCLUDING HIGH VELOCITY HURRICANE ZONE AND SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR STUCCO,FOAM,BRICK VENEER AND SIDING. �' (7 •N�X � THE OESIGN PRESSURE(5)STATE�HEREIN. � WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE 2.THE INSTALLATION ANCHORS ATTHE SPACINGS SHOWN Z � N u J ,-. � PRODUCT HEREIN. ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM 6.INSTALLATION ANCHORS SHALL 8E INSTALLED IN � �+ W O�w 1 a.THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED ' SPACINGS TO BE USED FOR PRODUCT INSTALLATION. ACCORDANCE WITH ANCHOR MANUFACTURER'S ~N f-�~k� a � � UPON SIGNED AND SEALED TEST REPORT DALLAS 6.FRAME MATERIAL:ALUMINUM ALLOY 6063-T6 INSTALLP,TION INSTRUCTIONS AND ANCHORS SHALL W �,�Q Z a � LABORATORIES,INC.#4427fi AND ASSOCIATED �OOR PANEL MATERIAL:.09 MIL VINYL LAMINATE� ' 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS - LABORATORY STAMPED DRAWINGS. � GALVANIZED STEEL.015'SKIN WI URETHANE FOAM CORE. WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE THAN THE MINIMUM STRENGTH SPECIFIED IN THE � �� j-�O uj SHIM SIZE OF 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH 'ANCHOR SCHEDULE'THIS SHEET. Q w� � � 2.ADE�UACY OF THE EXISTING STRUCTURAL 2X FRAMING 7.GLASS MEETS THE RE�UIREMENTS OF ASTM OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED � q� �N g m�— Z I OR STEEL FRAMING AS A MAIN WIND FORCE RESISTING E1306-04e(O7)GLASS CHARTS. � OF HIGH DENSITY PLASTIC OR BETTER. 7.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE Q W Q; � Q� SYSTEM CAPABLE OF WITHSTANDING AND MUST BE MADE OF CORROSION RESISTANT MATERIAL p�� Z�� TRANSFERRING APPLIED PROD.UCT LOADS TO,THE S.DESIGNATIONS'X'STAND FORTHE FOLLOWING: 4.ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR OR HAVE A CORROSION RESISTANT COATING. � O� O�Z FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER X:OPERABLE PANEL 14GA.MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN �--� �'�' Z� �g�ggg OR ARCHITECT OF RECORO. O:FIXED PANEL 'ANCHOR SCHEDULE'THIS SHEET. �6 �� g�� S 1.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 9.HARDWARE: . � � -+�'1 N g� �t ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE A. HALF HINGES:(4)6063-T6 EXTRUDED ALUMINUM . W 0 �� d e'� STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE B. LATCH LOCK:KEYEO , x q Z w �y W RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF C. DEAD BOLT:SINGLE CYLINDER ~ w�w q RECORD. � � � ' a � � � , " 10.SEE SHEETI FOR OESIGN PRESSURE CHART. ' r, 4.THE INSTALLATION OETAILS DESCRIBEO HEREIN ARE � � w � �� GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS � o Gg�� FOR A SPECIFIC SITE.IF SITE CONDITIONS CAUSE � q � �� . INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR ARCHITECT F � � J SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. . ` ANCHOR SCHmULE DESIGN PRESSURE RATING(PSF) IMPACT RATING , MANUFACTURER EDCaE � � DOORFRAME EM1ABEDMENT ANCHORCAPACITIES � SUBSTRATE TPE SIZE ANDIOR DISTANCE � WHERE WATER INFILTRATION WHERE WATER INFILTRATION TMPE SPECIRCATION (IN)�� N �i��2� BASED ON � ' RE�UIREMENT IS NEEDED RE�UIREMENT IS NOT NEEDED NONE . ( � � - SHEET MIN.3 •• .ao.o/-ao.o METAL/STEEL THREADS ASME 818,6.4� MIN.33 KSI YIELD Robert J.Amoruso,P.E. "UNIT MUSTBE INSTALLED BENEATH AN APPROVED OVERHANG n1BING 14 GA FIN(Z-BAR) PAN HEAD N0.8 �TAPPING SCRENn PAST INSIDE 3I8" STRNEGTH FL P.E.No.49T52 MIN. SURFACE OF TABLE OF CONTENT TMICKNESS ANSIBIB.6.1 SUBSTRATE ,```��-SG��N��o;',, SHEEf DESCRIPTION 2X WOOD (WOOD SCREWj WOOD 1MTH AMINIMUM :00��'� SF�';9G' FIN(Z-BAR) PAN HEAD NO.B OR 1" 1/2" SPECIFIC GRAVITYOF ��;� No 49752 � :O� � . t GENERAL AND INSTALLATION NOTES FRAMING ASMEB18.6.4 0.42. _ �� 2 ELEVATION, ANCHORING LAYOUT (TAPPING SCREV� — ?z91Z.:a,� � STA7rE� , ' 3 VERTICAL CROSS SECTIONS AND GLAZING DEfAIL NoTES: ��.c O :�tu� 1)FOR VVOOD OR TAFANG SCR2JJS IF SFLfT�f1NG IS A CANC62N,DRILL 0.082'PILOT HOLE(DRILL S¢E45). . "��F•.0 p R�p P,:�� I 4 HORIZONTAL CROSS SECTIONS y)�EqSTANCEMEASUR�FROMHTHHtSIDEOFANCHORTO�GEOFSUBSTR,4lE �i�sS�ONp;t��6��`` II . u