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SEE DEfAIL� ,3. L 5� � � 6^ � O � <br /> "E" SHT. 2 <br /> �_ 3„ 6,�_ � 3��� 3" 3., 3. U � <br /> � � <br /> Q Q <br /> I I I I I I I I I I p �J <br /> _ -I 6.� 6..,I -6 - - I I-6" 6��� I � <br /> v� I �° o io Z �O <br /> ' n — I N w �C� <br /> �� — — i— Q <br /> M p 4 <br /> W <br /> � z c� <br /> 0 <br /> a SEE DEfAIL ¢ � �_ <br /> - - J "D" SHT. 2 - _ N O �U <br /> ¢ 9. F- <br /> SEE DEfAIL Oq -- o � � �W <br /> �,�., SHT. 2 - - w - _ � �S <br /> = o � � B <br /> M �j <br /> A A � � G H B � <br /> - 60 _ _ _ � � <br /> 6�� �o� � <br /> io � W q <br /> _�6 - - _ &v�izr3a <br /> f I I f I I I ( I I 8�� W zo <br /> 3" I oa � 0 41 <br /> 3 3��-I 3��6' 6" 3�� ' I�.3., � �3� � cxi <br /> -� <br /> SEE DETAIL 6.. _ 6„ ol�"` o � <br /> . "F" SHT. 2 6� _ o <br /> e <br /> ¢ <br /> a a <br /> ATTACHNIENT DETAIL s 3�� <br /> li/N(n m <br /> 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, Z � <br /> SIGNED AND SEALED BY LUfS R. LOMAS, PE <br /> (FLORIDA �62514) WITH THE LOWEST (LEAST) <br /> c� <br /> a w <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS <br /> U��J <br /> BEING CONSIDERED FUR USE. JAMB, HEAD, AND �Q Q W <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE c.�i a vai v z <br /> #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL � �' � <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR HARDWARE SCHEDULE Q��� � <br /> �j�pz w <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2° 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o�a= � <br /> 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED <br /> FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO AT 5-1/2" CENTERLINE. �oa� <br /> BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES �N��� � <br /> .- �-N 0 <br /> CORRUGATED FASTENERS LOCATED 3" FROM EACH END - �^N� <br /> AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD <br /> SCREWS LOCATED 6" FROM EACH END AND MAXIMUM ,•;" � -�x . <br /> 12" O.C. �.So"j 1.25" . ' ' wot�mo <br /> 3. THE WOOD SCREW SINGLE SHEAR DESIGN' VALUES COME FROM MIN .�_ `025�� MIN '�• �' ' 0.25" Z <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM �SHIM DATE: ]����OS <br /> OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE ��_I I— .�., c�—� �— A��10�� sra�e: N.r.s. <br /> MINIMUM EMBEDMENT OF 1-1/4". •� •��� <br /> �"•: :.,r•: Cerliticalbn No.� o �y o uwc.er: SWS <br /> :'�:T� :''T'� ReviexedB <br /> 4 WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERI.Y TO DateRevierr � "'K•H1'° <br /> TRANSFER LOADS TO STRUCTURE. . . . '�L'=J' ow�vnNc No. <br /> 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK IYPICAL MASONRY OWG-MA-FL0128-OS <br /> ANCHOR INSTALLATION ANCHOR INSTALLATION <br /> sH�r 3 0� 3 <br /> — � <br />