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�f <br /> J . .l <br /> 1`a'_MAX.O.G(NP.) � 3'(TYP.) f( TIlICCo�/!)�TKY7'� <br /> �SASH 15'MAX.O.C.(TYP.) V�SLl�6v lU/UU�S• <br /> i 1 3/16'MAK O.C.(NP.) WIN�OW SYSTEt�1S <br /> 6'MAX.(TYP.)—�{ @ FIXED 6"MAX(TYP.)�-{ � <br /> � SEE NOTE 2 3-(-�-yp� 1900 SW 44TH AVE. <br /> 6'MAX(fYP.j I I I s.M�'�P')�I � OCALA,FLORIDA 34474 <br /> W W W.CW S.CC <br /> 1NSTALLATION <br /> 16'MAX.O.C. ANCHOR(TYP.) <br /> �'�'�P'� 8200 PVC <br /> 9"MAX.O.C. 10'MAX.O.C. <br /> �T�P�� X O X �'YP•� O X HORZ.SLIDER - <br /> ANCHOR @ MIDSPAN NON-IMPACT <br /> (TYP.) <br /> � N r O <br /> � N N � � F <br /> ANCHOR LAYOUT-(FLANGEI `�' fO � `� ¢ <br /> ANCHORLAYOUT-(FLANGEI o 0 0 0 <br /> Y w W W <br /> W Q Q Q m <br /> 4'MAX.(TYP.) 8'MAX.O.C.(TYP.) 4'MAX.(TYP.j �I--{I-8'MAX.O.C.(TYP.) m o m Z <br /> 4"MAX(TYP.)� � SEE NOTE 2 4'MAX.(TYP.)� I I LL ¢ LL O <br /> v LL o (n <br /> N Q N W Z W <br /> INSTALLATION INSTALLATION W w W � � Q <br /> ANCHOR(TYP.) ANCHOR(TYP.) <br /> a ¢ a z a <br /> 8'MAX.O.C. w o 0 o Q <br /> 8'MAX O.C. �/ �/ (lYP) �/ f- r r r U <br /> (TMP� /� O /� O /� a a a a W <br /> 7 7 > > O <br /> 0 U m Q O <br /> � � � <br /> ANCHOR LAYOUT-fFIN) ��'�,``�`r��E jy4�'`TV����� <br /> ANCHOR LAYOUT-(FINI �„VP;•�� SF•_'Q2.� <br /> �: No SE201 �:�75� <br /> =*: ,�, :�t� <br /> �ros e�= <br /> NOTES: . :,pQ;. STATE OF :��[r�� <br /> i ,n.,A . <br /> 1 INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ���i�S',(4 R t�P C?��`, <br /> 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4' USE SHIMS WHERE SPACE GREATEfl THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE �/�,�S�O'�A"��`+,, <br /> 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 DRAW INGS,SEE TABLE 1,SHEET 8. 4/3/2015 <br /> 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. <br /> FL PE#58201 <br /> BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 ' <br /> 5.INSTALLATION ANCHORS SHALL BE IN ACCOR�ANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM pH.941-380-1574 <br /> SPECIFIED IN TABLE 7,SHEET 8. <br /> SHEET DESCRIPTION: <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1 X BUCKS ARE <br /> OPrIONAL. ANCHOR SCHEDULE AND <br /> NOTES <br /> 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETW EEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. oRnwN eY• oare: <br /> 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTUFE. AAJ 07/01l08 <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owc a: aEv� <br /> 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSIDN OF THE REFERENCE DOCUMENTS: CWS-340 D� <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA300(EXTERIOR DOORS) scA�E: SHEET <br /> 1:40 70F8 <br />