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INSTALLATION ANCHOR,TYP <br /> 12 3/4" MAX.O.C. (SEE NOTE 2) <br /> 6" MAX� <br /> � � <br /> 6" MAX <br /> 17" MAX� D G <br /> � 6 7 <br /> H E INSTALL TWO#10 ANCHORS THRU <br /> � 6 STRIKE PLATE AND DEADBOLT STRIKE <br /> INSTALL ONE#10 ANCHOR THRU P�TE 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 1H6"IS PRESENT <br /> GLAZED WINDOW FRAME <br /> 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. (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 8Y 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 LOCK/DFI�DBOLT STRIKES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. C F <br /> EMBEDMENT OF 1 3l8'INTO 2 BY WOOD BUCK. A MIN.EDGE DISTANCE OF 1/2"SHALL BE ACHIEVED IN EITHER DIRECTION. 6 � <br /> 7#10 SMS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.PENETRATION OF THREE THREADS BEYOND ANCHOR PLATE SURFACE <br /> IN TUBE FRAME INSTALLATION. <br /> 8.GLAZED W INDOW FRAME ATfACHED TO DOOR LEAF OPENING IN ACCORDANCE WITH STRUCTURAL PERFORMANCE TEST REPORT ANCHOR LAYOUT-(FLANGE) <br /> NCTL-210�251.1. ALL GLAZING IS TEMPERED GLASS ONLY <br /> 9.SEAL CORNERS W ITH SMALL JOINT SEAM SEALANT <br /> 10.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED W ITH 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.7URNER,FL P.E.58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 <br /> NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW <br /> 12 A.WOOD TM NIM MHS ECAFIC 6TRAVITY OF G=0.55(SOUTHEIRN PINE OR GREATER)TRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ,�����p,NG E NW���'���i J <br /> B.CONCRETE-MINIMUM COMPRESSNE STRENGTH OF 3,200 PSI. `�JGQ;'�r.� SF�'.Q'L�i� , wwn�� �� <br /> C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). �.i� No 58201 ;�: 1900 SW 44TH AVE. <br /> D.ALUMINUM-6063-TS(OR GREATER) `1Z �*: �*� OCALA,FLORIDA 34474 I <br /> 13.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE * � iT�E. I <br /> ���: STATH OF .��: ANCHOR DETAIL&NOTES <br /> WITH THE CURRENT VERSION OF THE FOLLOW ING REFERENCE DOCUMENTS: �� � ��,� ERIES: RAWN BY• ATE; O3I'I3IZOO9 <br /> FMAIAAMA100(FINW(NDOWS),FMAIAAMA200(FLANGEWINDOWS),FMA/WDMA250TMBOXoanwDo aorrrniN�i THISDRAWINGISTHESOEPROPERTYOFCOUS10M ���i�S �QR:�PO\a`, ODEL, �OOO scA�E: ADE WG.NO.' <br /> FMA/AAMANVDMA 300 EXTERIOR DOORS. �� S ' C� �� GUARDIAN DOOR NTS CWS-176 <br /> WRITTEN PERMISSION O�STOM WINDOW SYSTEMS,INC.SS ROHIBITED.��TME ����e�NA�i��,,, EV LETTER: C HEET� 2 OF� F <br /> i <br /> � -� _ <br /> {(� , __ ' T,-� • � <br />