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� <br /> • ������ <br /> WINDOW SYSTEPIS <br /> 18"MAX.O.C.(TYP.) 4"MAX.(TYP.) 16"MAX.O.C.(TYP.J 1900 SW 44TH AVE. <br /> 6"MAX.(TYP.) SEE NOTE 2 OCALA,FLORIDA 34474 <br /> 8"tii�� 4"MAX.(TYP.)� � W W W.CWS.CC <br /> � <br /> 6"MAX.(NP.) <br /> �� 3500 ALUM. <br /> ,s°Mnx.o.c.l crva•) SINGLE HUNG <br /> � NON-IMPACT <br /> 18"MAX.O.C.(1YP.)THRU FRAME, <br /> 12"MAX.O.C.(TYP.)W/CLIPS �n r� a � <br /> INSTALLATION <br /> NOTE:WHEN INSTALLING FLANGE O ANCHORS(TYP.) Q �° M `� N F, <br /> UNITS WITH ANCHOR CLIPS AS SHOWN a m a o Q <br /> ON SHEET 10,DESIGN PRESSURE IS o 0 0 � ❑ <br /> LIMITED TO 30 PSF <br /> 3" � } <br /> 4„ W 00 <br /> 4 � � Z <br /> � 3"� m � ¢ m � <br /> - INSTALLATION � $ U o � <br /> X � ANCHORS(TYP.) o " d o Z � <br /> N Y ❑ N O � <br /> � 0 W O � <br /> r a <br /> 4 4 W � WW � <br /> a � Q � <br /> a o a w <br /> 0 <br /> ————— ———— —————————— > > U 7 O <br /> o U m Q O <br /> z <br /> ANCHOR LAYOUT-(FLANGE)FOR DP CHART C ANCHOR LAYOUT-(FINI FOR DP CHART C �����p10REby����i� <br /> �. THRU FR DPE MfTED BV CL S5,SEE SHOED OPENING) THRU NAILING FIN(WOOD OPENING�,SEE SHEET 7 ��`5 P'•••""•• TG,j� <br /> : P :�GENg'••,�Q 4 <br /> NOTES: ti JG��� F .,2�: <br /> ��� No 58201 '•1�� <br /> - 1 INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD =*: * :*_ <br /> , 2.SHIM AS RE�'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4" USE '�' :�= <br /> SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR �� STATE OF :��� <br /> BETTER.WOOD SHIMS ARE NOT ALLOWED. <br /> i��',�,��O R 1���\_`�� <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. ���SS��NA������` <br /> 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL.DISSIMILAR MATERIALS OR Z� <br /> MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 2/23/2015 <br /> 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALI LUCAS A.TURNER,P.E. <br /> NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1,SHEET 10. FL PE#58201 <br /> 1239 JABARA AVE. <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOFi CONCRETE/CMU OPENINGS,EMBEDMENT NORTH PORT,FL 34288 <br /> SHALL BE BEYOND WOOD BUCKS,IF USED,AND INTO SUBSTRATE-1X BUCKS ARE OPTIONAL. PH.941-380-1574 <br /> I 7 A MINIMUM 3"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1" SHEETDESCRIPTION: <br /> CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. ANCHOR SCHEDULE AND <br /> NOTES-ORIEL <br /> 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF <br /> RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH ORAWN BV• OATE: <br /> FEQUIREMENTS AS SHOWN IN TABLE 1,SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. ADE 03/16/09 <br /> DWG#� REV.• <br /> 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CWS-466 D <br /> • CURRENT VERSION OF THE REFERENCE DOCUMENTS: <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), sc^�E: SHEET <br />' FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS). �.25 9 OF11 <br />