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INSTALLATION ANCHOR,TYP. <br /> , 12 3/4" MAX O.C. (SEE NOTE 2) <br /> 6" MAX� <br /> 6" MAX. ' <br /> � <br /> ` 17" MAX O.C. D G <br /> � � � 6 7 <br /> H E INSTALL TWO#10 ANCHORS THRU <br /> � 6 STRIKE PLATE AND DEADBOLT SFRIKE <br /> INSTALL ONE#10 ANCHOR 7HRU PLATE INTO SUBSTRATE(SEE SHTS 6,7) <br /> EACH HINGE INTO SUBSTRATE <br /> (SEE SHTS 6,7) <br /> NOTES: <br /> 1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. <br /> 2.SHIM AS REQ'D AT INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE <br /> GREATER THAN 1/16"IS PRESENT <br /> GLAZED WINDOW FRAME <br /> 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSIlY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED. (SEE NOTE 7) , <br /> 4.3/16"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY � <br /> THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY A MINIMUM EDGE DISTANCE OF 21/2",IN ANY DIRECTION,SHALL BE ACHIEVED. , <br /> 5.#10 WOOD SCREW ANCHORS THRU FLANGE MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD <br /> BUCK A MINIMUM EDGE DISTANCE OF 5/16",IN ANY DIRECTION,SHALL BE ACHIEVED. <br /> 6.#8 OR STRONGER WOOD SCREW ANCHORS THRU HINGE OR LOCWDEADBOLT STRIKES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. C F <br /> EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK A MIN.EDGE DISTANCE OF 1/2"SHALL BE ACHIEVED IN EITHER DIRECTION. 6 � ' <br /> 7 lf10 SMS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.PENETRATION OF THREE THREADS BEYOND ANCHOR PLATE SURFACE <br /> IN TUBE FRAME INSTALIATION. <br /> 8.GLAZED WINDOW FRAME ATfACHED TO DOOR LEAF OPENING IN ACCORDANCE WITH STRUCTURAL PERFORMANCE TEST REPORT ANCHOR LAYOUT-(FLANGEI <br /> NCTL-210.3251 1. ALL GLAZING IS TEMPERED GLASS ONLY <br /> 9.SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. <br /> 10.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR <br /> MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. � UPDATED PER 2010 FBC 10/17/11 TEF <br /> 11 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL LUCAS A.TURNER,FL P.E.58201 B ADDED VENDOR COLUMN TO PARTS LIST 03I13/09 <br /> NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ' <br /> 12 A.WOODTMINIMUMHS ECI�FIC G'TRAVITY OF GO0.55(OUTHEIRN PINE OR GREATER)TRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ,,`��y�P,C10RE11r�jGi�,i i��-' • <br /> B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 P51. ;J�F-�.��G E N gF..�Q��. = �„ ,�ND�O�tS <br /> C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). y� ti v�' No 58201 :'�t: 1900 SW 44TH AVE. � <br /> D.ALUMINUM-6063-T5(OR GREATER) � :.�,: ;y.= OCALA,FLORIDA 34474 <br /> 13.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE ^�� * :�� �r�E: ANCHOR DETAIL&NOTES <br /> WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: %��. STA7E OF .�� ERIES: RqWN BY' ATE: 03/13/2009 <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMA/WDMA 250(BOX WINDOWS), pROPfLE7PAY/WD COt�FI�ENTl4L 11/30/11 �i��•�'FC p?:���'�� 1000 ADE <br /> FMA/AAMAIWDMA 300(EXTERIOR DOORS). iHE INFORMATION CONTPJNEO W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ���S�'`��.R t � �� ODEL. SCALE: WG.NO. <br /> WRITTENPERMESSIONO�STOMVJINDOWSYST MS,OIN�Sp p0��THOUTTHE '����SlpNp;E����� GUARDIAN DOOR �LETTERTS 'HEET• �CWS-'I76 <br /> C -20F7 <br /> � 6� <br /> 9 <br />