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4'MAX ]2_O.C. <br /> �8'MAX O.C.(TYP) 6'MAX. TYP �MAK(TYP) <br /> � �� A <br /> a•nna�,x �— <br /> 8'MAXO.C. ) 6'MAX(TYPj <br /> SEE NOTE 7 � � SEE NOTE 2 <br /> �— ]� O.C. I <br /> MAX(L <br /> -- -�- <br /> I <br /> O B O I B INSTALLATION <br /> ANCHORS,TYP <br /> 8'O.C.(1YP)� � <br /> I <br /> INSTALLATION 4'O.G(TYP)� — — <br /> ANCHORSTYP <br /> �(MEETING RAIL) <br /> X � <br /> a•o.c.�rva> X i <br /> ANCHOR LAYOUT-(FINI C � <br /> THRU NAILING FIN(WOOD OPENINO) <br /> C ANCHOR LAYOUT-(FLANGEI � <br /> NOTES: THRU FRAME(MASONRY,METAL,OR WOOD OPENING) <br /> A <br /> 1 INSTALL ONE ANCHOR AT EACH LOCATION. SILI ANCHOR SPACING SAME AS HEAD. <br /> 2.SHIM AS RE�'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN 1H6"IS PRESENT <br /> 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. <br /> 4.3H 6"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4'INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY <br /> A MINIMUM EDGE DISTANCE OF 21/2",IN ANY DIRECTION,SHALL BE ACHIEVED. <br /> 5.#10 WOOD SCREW WITH INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMEM'OF 1 1/2'INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8",IN ANY DIRECTION,SHALL BE ACHIEVED. <br /> 6.#10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. <br /> 7 #10 WOOD SCREW WITH INTEGRATED WASHER MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 3/8",IN ANY DIRECTION, <br /> SHALL BE ACHIEVED. <br /> 8.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIAIS <br /> IN CONTACT W ITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. <br /> 9.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT B UPDATED,RECERTIFICATION 10/22/2012 <br /> BE USED IN SUBSTRATES W ITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW <br /> LUCAS A.7URNER,FL P.E.58201 A UPDATED PER 2010 FBC 10l23/11 TEF <br /> 10.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �ti��������r�� <br /> A.WOOD-MINIMUM SPECIFIC GRAVIIY OF G�.55(SOUTHERN PINE OR GREATER) ����NpRE ���i /� <br /> B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2,846 PSI. `,��Py p;,,, S TG.��' / ��,�""" <br /> C.MASONRY-STRENGTHCONFORMANCETOASTMG90. � GflN�''•.�Q i � '' `r���tiWV�Z <br /> D.ALUMINUM-1/8"THICK MIN.,6063 T5 MIN. ��V•'�V F'•;Z�. �"�N7NDOW5&DoORS <br /> E.STEEI-.060 THICK MIN.,33 KSI MIN. ��t� No 58201 �;�7�: 1900 SW 44TH AVE. <br /> �*� �.�.� OCALA,FLORIDA 34474 <br /> 11.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCARDANCE WITH 7�p 1 * ' � iT�E: I <br /> THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: y ;�� ANCHOR SCHEDULE 8 NOTES-NON-IMPACT <br /> ��D: STATH OF .�� ERIES: RAWNBY' ATE: <br /> FMNAAMA 100(FIN WINDOWS), `� �0�.,�,c •��: 8100 ADE 6/21/2012 I <br /> FMA/AAMA 200(FLANGE W INDOWS), THE INFORMATION CANTAINEDN THIS DRAWINO I�HE 30 E PROPERT'OP OSTOM '',i�S��a R 10 Q'0�=�� ODEL: CALE: WG.NO: I <br /> FMAIWDMA250(BOXWINDOWS), WINOOWSYSTEMS,INC.ANYREPRODUCTIONINPARTORASAWHOLEWITHOUTTHE ��i`S/ ����� PVCSINGLEHUNG NTS CWS-293 <br /> FMA/AAMAIWDMA3OO�EXTERIORDOORS�. WRITTENPERMISSIONOFCUSTOMWINDOWSYSTEMS,INC.ISPROHIBITED. ���I�ONA����\��, EV LET7ER: B HEET' ZOF'IO � <br />