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A �18 SEE NOTE 2 MAX O.C. 18� SEE NOTE 2 MAX O.C. 1 �7yP) MAX O.C. � (fYP) 4"MAX. 1�i" 6"MAX' �yp) 4"MAX' 4-M'4X• CfYP) MAX O.C. �P� mP� SEE NOTE 6 �P� � 8 � P ��"» 4"MAX. 4"MAX. � � SEE NOTE 6 (-n'P) �— .� — crvP) —}— -- ---- I - s�� I � 4.��x�-yP� I � � � � I I � I • I I L I I L �$MAX O.C. I I MAX O.C. ]�.MAX O.Q I , I MAX O.C. O � (TYP)THRU I I (TYP) (lYP)THRU I O �yp) , FRAME,12" FRAME,12" MAX O.C. M��•C• INSTALLATION � (fYP)W/CLIPS I I INSTALCATION (fYP)W/CLIPS I I qNCHORS TYP '� (SEE NOTE A) � � ANCHORS TYP (SEE NOTE A) I I (SEE NOTE A) , . I I �SEE NOTE A) , O � I � O i � L � I � � � � � li 4. '" I I �— I I � � , � � X � X �( X INSTALLATION , I ,` I ANCHO STTYP '` �I I ANCHORS TYP i 4 i 4 i 4 i 4 � ai � ia � i -- A— — C � -- — -- ANCHOR LAYOUT-f FLANGEI ANCHOR LAYOUT-(FI Nl ANCH OR LAYOUT-(FLANGEI ANCHOR LAYOUT-(FINI THRU FRAME OR CLIP(MASONRY OR WOOD OPENING) THRU WJLING FIN(WOOD OPENING) THRU FRAME OR CLIP(MASONRY OR WOOD OPENING THRU NAILJNG FIN(WOOD OPENING) NOTES: . NOTE. ' ' A WHEN INSTALLING FLANGE UNITS WITH 1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHORS SAME AS HEAD. ANCHOR CLIPS AS SHOWN ON SHEET 8, DESIGN PRESSURE IS LIMITED TO 30 PSF 2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT I 3,LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ' 4.3/16"DIA.ELCO ULTR,4CON 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. A MINIMUM EDGE DISTANCE OF 1"SHALL BE ACHIEVED IN EITHER DIRECTION. 5.#10 WOOD SCREW ANCHORS FLANGE INSTALLATION THRU FRAME)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!8"SHALL BE ACHIEVED IN EITHER DIRECTION. I 6. #B WOOD SCREW ANCHORS(INSTALLATION THRU FIN)MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALIATION.A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN EITHER DIRCTION. ' 7 ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. I DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. A UPDATED TO 2010 FBC 1 011 2/2 0 1 1 LUCAS A.TURNER,FL P.E.58201 8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL ��tni�if�� NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ,```�y�PNORE4H TG�%i r:` / 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �� P��G E NS'•.,�Q �i� `�'�� A.WOOD-MINIMUM SPECIFIC GR,4VITY OF G=0.55(SOUTHERN PINE OR GREATER) . V � F 2�� "'w�xoows&nooxs B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. �-J;� No 58201 .:�p: 1900 SW 44TH AVE. C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). � �7' �*� * ��,.� OCALA,FLORIDA 34474 G �,a: :�Y tr�e:ANCHOR SCHEDULE&NOTES • 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE (�/�I/Ir �9: STa7 E OF .�� ERIES: ORAWN BY� DATE: OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT '��'• ,c '�� 3500 ADE 03/16/09 PROPWETARYAND COPFIOENTAL �T�• P � FMAlAAMA1 0(FINWINDOWS),DMN�AAMA200(FLANGEWINDOWSJ, IMNDOWS Y SiEMSIN MANYREPRODUC�NN GPARTORA AWHOLEWI�HOUTTHE '`��j�sS�ORS��(y``� ooe�.S I N G L E H U N G SCALE: N T S �WG.NO. C W S�F>B H 4, �NAI- FMA/WDMA250(BOXWINDOWS),FMA/AAMAIWDMA300(EXTERIORDOORSJ. 4�RITTENPERMISSIONOFCUSTOMWINDOWSYSTEMS,INC.ISPROHIBITED. /tl��\�� REV.LETTER: A HEET z(�F'IO