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' 6^ 4�� ���� <br /> � ��� 4" SEENOTE2 <br /> 6" MAX O.C. A � <br /> MAx� 4„� 4�� <br /> �INSTALLATION <br /> ANCHORS(NPj <br /> l � <br /> � 21" <br /> MAX O.C. � <br /> � <br /> I <br /> I <br /> I <br /> �_ _ _ _ _ _� � <br /> 1 <br /> B B <br /> — A �-- — - <br /> ANCHORLAYOUT <br /> THRU FR4ME(MA90NRY OR WOOD) <br /> 384TRACKFR4ME(2ANCHORSATEACHLOCA710N) <br /> NOTES: <br /> 1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION IN 3&4 TRACK SILL ANCHOR SPACING SAME AS HEAD. <br /> 2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/T6"IS PRESENT. <br /> 3.LOAD BEARING SH�MS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. <br /> 4.3/16"DIA.ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRIJ FRAME OR TNRU 1 BY WOOD BUCK INTO MASONRY A MINIMUM EDGE DISTANCE OF 1 1/8"SHALL BE <br /> ACHIEVED IN EITHER DIRECTION.A MINfMUM CENTER TO CENTER DISTANCE OF 1 3/4"SHALL BE ACNIEVED IN ANY D�RECTION DN THE 3 AND 4 TRACK. <br /> 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3!8"INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 7/e"SHALL BE ACHIEVED IN EITHER DIRECTION. <br /> 6.ALL FACTORY APPLIED HOLES IN FRAME MEMBERS NOT DESIGNATED FOR CONCRETE SCREW ANCHORS SHOULD BE FILLED WITH#8 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 518"INTO.WOOD BUCK. <br /> 7 ALL INSTALLATION ANCHORS MUST 6E MADE OF A CORROSION RESISTANT MATERIAL OR COATING. <br /> DISSIMIIAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. B UPDATED PER 2010 FBC 10/18l11 <br /> 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNER,FL P.E.582D1 UPDATED PER NEW FBC REQUIREPAENTS 06/10/08 <br /> 9.I�STALLAT OIN ANCHOR CAP CIT ES FOR RODUCTS HEREI ARE ASED ON SU STRATE MAT RIAL WITH THE FOLLOWING PROPERTIES: �`�1P�',PNGVE N S!TG'A�^. <br /> A.WOOD-MINIMUM SPECIFIC GRAVIIV OF G=0.55(SOUTHERN PINE OR GREATER) ���V;'�" F '•,�S W�ND�OAS <br /> B.CONCRETE-MINIMUM COMPRESSNE STRENGTH OF 3,200 P51. ��; No 582a1 :1�� 1900 SW 44TH AVE. <br /> C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). �.�.� * t.�.� OCALA,FLORIDA 34474 <br /> � ITLE: <br /> 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE �� ��' :¢� ANCHOR SCHEDULE 8 NOTES-NON IMPACT <br /> +T�, STATE OF .�� ERIES: DRAWN BY• DATE: <br /> OF INSTALLATION SHALL BE DONE BY 07HERS FOLLOWING THE CURRENT ��'• ,� •�� 9200 ADE 10/18l2011 <br /> VERStON OF THE REFERENCE DOCUMENTS: THE iNFartnnnnoN cotarniNEO�PN rHi ORAWING ISFTHE eOLEPROPER7Y�F CUS10M '��I�S���R��A�\�, ODEL. CALE: WG.NO. <br /> FMNWDMA250(BOXWINDOWS),rFMA/AAMAIWDMAN 00{EXTERIOR�DOORS). �inEN ERM�SIONOFCUSTOMWIN�OWSYSTEMS,�IN�S ROHIBI EDHOUTTHE ��I��S�O��;fGN���` SGD REV LETTER gs HEET' ZOFB 84 <br />