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� 6"MAX.(TYP) 18"MAX.O.C.(TVP.) � �/'� �� 6"MAX.(TYP.) 18"MAX.O.C.(TYP.) 6"MAX. 18"MAX.O.C. I! j]/]_(��fjf]'Va1/d �8.'MAX. � (TYP.) � ��-�iycsa�i(�lWUuucr p/lf`f.J I 6"MAX.(TlP.) 8"MAX. 8"MAX. WIVIIDOW SYSTED9S I\�✓� SEE NOTE 2 I SEE NOTE 2 6 MAx' SEE NOTE 2 (TYP.) 1900 SW 44TH AVE. � � OCALA,FLORIDA 34474 6"MAX.(TYP) I WWW.CWS.CC � � �T 8"MAX.O.C.(TYP.) 18"MAX.O.C.(TYP) I 18"MAX.O.C.(TYP.) � 3500 ALUM. �- O i -j- O O SINGLE HUNG NON-IIVIPACT I I ` �, � N � INSTALLATION I INSTALLATIQN q �° { �n N w ANCHORS(TYP) � F- I ANCHORS,THRU 4" o 0 0 � � FRAMEATJAMBS I (SEE NOTE 2,SHT 6) y � INSTALLATION w m ANCHORS,THRU I CLIPS AT ALL �+ � � X I X SIDES X m ` � m � 4 ' 4 � � � � `� > SEE NOTE 2 I 4 �" � o �' O � I � o w � a o � � o — � —— —————— � � w � � I U � INSTALLATION ANCHORS, � � � � p I THRU CLIPS AT SILL �� ANCHOR LAYOUT-(FLANGEI FOR DP CHART A ANCHOR LAYOUT-IFLANGE)FOR DP CHART B o � m a O THFU FRAME OR CLIP�MASONRV OR WOOD OPENING) I THRU FflAME OR CLIP(MASONRY OR WOOD OPENING) Z �P LIMITED BV GLASS AN�TESTED PRESSURE LIMITATIONS.SEE SHEET 5 I DP LIMITEO BY ANCHOR CLIPS,SEE SHEET fi ,,t�lt II If��' � ------ -----------------�---------------- -- -------- -------------------- �`��PNORE4yT4ii NOTES: i 4"MAX.(TYPI )� �� 16"MAX.O.G(TYP.) `:��P�•4�G E/J SF G�Q'�� L �v�� No 58201 '�7}� . 1 INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD I q"MqX�(Typ� �*: * :,�: ' 2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4" USE � is"MAX.O.C. :�=, STaTE oF ��: SHIMS WHERE SPACE GREATER THAN 1/16 IS PRESENT LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR (n'P•) .,p; ;e�� � ..o•.F P: � BETTER.WOOD SHIMS ARE NOT ALLOWED I � �� ( ,7: �_�� $"'.OR1 4��ss'�. .E�C?�� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. � �r��ONpG t�� 0 �n n� nn 4 ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL.DISSIMILAR MATERIALS OR � �Z MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. � 2/23/2015 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL I I 3" LUCAS A.TURNER,P.E. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1,SHEET 10. FL PE#58201 ' � 3„ 1239 JABARA AVE. 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT NORTH PORT,FL 34288 SHALL BE BEYOND WOOD BUCKS,IF USED,AND INTO SUBSTRATE-1X BUCKS ARE OPTIONAL. II PH.941-380-1574 7 A MINIMUM 3"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1" IrvSTALLATioN SHEET DESCRIPTION: I ANCHORS(TYP) CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. I ANCHOR SCHEDULE AND 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF I 4 NOTES-EQUAL SPLIT RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH I DRAWN BV DA7E: RE�UIREMENTS AS SHOWN IN TABLE 1,SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED I ADE 03/16/09 ———— DWG#� REV.� , 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE I CWS-466 D CURRENT VERSION OF THE REFERENCE DOCUMENTS: � ANCHOR LAYOUT-(FINI FOR DP CHART A FMA/AAMA 100 FIN WINDOWS,FMA/AAMA200 FLANGE WINDOWS� THRUNAILINGFIN�WOODOPENING) scn�e: SHEET � � � � I DP LIMITED BV GLASS AND TESTED PRESSURE LIMITATIONS.SEE SHEET 5 FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS). 1:25 g pF��