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,z s�a��nnax.o.c.�rvP.� — - -- -- ��nv���� , <br /> � � 4"MAX.(TYP.)-- I 8'MAX.O.C.(IVPJ ����(�%�i <br /> 6"MAX.(TYP.) r SEE NOTE 2 <br /> i 6"MAX. 7YP. 4'MAX.(TYP.)—� i SEE NOTE 2 `�I�E�C�1 5V$'���55 L�G1 j <br /> � � �� � 1900 SW 44TH AVE. � <br /> i ��- - - - - - - OCALA,FLORIDA 34474 � <br /> }-- WWW.CWS.CC � <br /> � � � i i -- <br /> ' � �--- � --INSTALLATION 8400 PVC � <br /> / ACNHOR(TYP.) CASEMENT <br /> I / A AX.O.C. t <br /> , , �.,.,,P.� � , � NON-IMPACT � <br /> � �z° ; <br /> MAX.O.C. �n � o o i <br /> i (T'P.) / . �� o o n w I <br /> �N M N O Q! <br /> � � � � ' !O � O O �j <br /> � ' <br /> X " ; Y W W W <br /> I 1� __' IW Q Q 6 mj <br /> � i i INSTALLATION I m m p '�' <br /> � � I U U � iZ� <br /> • \\ ANCHOR(TYPJ \ ; �p o o LL I�� <br /> m �–! <br /> � �N N (!1 W Z�W� <br /> � � � !a a ;n w O�� <br /> � � \ � I \ I I � �❑ O ❑ a a� . <br /> � W W W � CL! <br /> ' Ie ¢ ¢ � v� <br /> �o 0 o a u�: <br /> a a a a w; <br /> I � <br /> i� � � � �I <br /> , , � -.._. � � 1---- Z i . <br /> , , � � ,o � mQo� <br /> - - - - - - ,����t�PTtOREW����i <br /> ��Q�G;:�GENS+S'•'Q��,i <br /> � ANCHOR LAYOUT-(FLANGE) 6^rHRU FRaME ANCHOR� ANCHOR LAYOUT-(FIN) `.,J,�'. No 58201+•.?�'�; <br /> HINGE SIDE JAMB(TYP.) <br /> �I <br /> �*' #, :7k_. <br /> :9Q; SFATE OF :��1� <br /> NOTES: %y���tt+,A�O R 1�p����•��` <br /> ! 1 INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ��'+S�QP�R�E���`, <br /> i 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USI�1G LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN 1;�6"IS PRESENT, LOAD BEARING SHIMS �� <br /> SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. <br /> � 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. __ 4/3I2015 _ <br /> LUCAS A.TURNER,P.E, i <br /> � 4.ALL INSTALLATION ANGHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION FiESISTANT MATEfliAL OR COATING. OISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD FL PE#58201 <br /> MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. <br /> � NORTH PORT,FL 34288 <br /> ' 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 __� <br /> MINIMUM SPECIFIED IN TABLE 1,SHEET 6. sHeer�Esca�rrioN: <br /> I <br /> � 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEr'CMU OPENINGS,EMBEDMENT SHA�L BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE (ANCHOR SCHEDULE AND <br /> OPTIONAL. � NOTES <br /> 7 A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED 6ETW EEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. oRn�wu sv I DATE: <br /> I ADE 07/27/07 <br /> ; 8.WOOD OA MASONRY OPENINGS.BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER W IND LOADS TO THE STRUCTURE. <br /> iSUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONFiY SUBSTRATES MAY NOT BE CRACKED. iowc tt. aEv <br /> CWS-160 D <br /> i 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHEAS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scA�E: SHEET <br /> -- - —..._.._ <br /> i FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE W INDOWS), FMNWDMA 250(BOX W INDOWS).FMA/AAMAM/DMA 300(EXTERIOR DOORS) 1:14•29 5 OF 6 <br /> � <br />