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� 15" MAXO.C.(TYP) �V(W�a+'u'uv�uu'•� <br /> 10 1/2" MAX.O.C.(TYP.) 2"TYP. WINDOW SYSTEpIS��J <br /> 5" MAX 1900 SW 44TH AVE. <br /> 5" MAX. 4"TYP. OCALA,FLORIDA 34474 <br /> 5" MAX. � 6"TYP. SEE NOTE 2 �MAX -�i {�--2" (TYP.) SEE NOTE 2 WWWCWS.CC , <br /> I <br /> 5600 ALUM. <br /> I � HORZ.SLIDER XX <br /> �o v2° MAX.O.C.(TYP.) � NON-IMPACT <br /> ]�'.MAX.O.C.(TYP.) <br /> U] st N � c0 <br /> .- o <br /> 0 o a � o ~ <br /> m m co o n ¢ <br /> I o 0 0 0 0 <br /> � I X I � � w W O >- <br /> � X X WQI- F- Qm <br /> � INSTALLATION INSTALLATION <br /> I ANCHORS(TYP) ANCHORS(TYP) o �n W W o z <br /> m w o o LL O <br /> a W o 0 0 � <br /> � N � W W N Z W <br /> I W W Z Z W � � <br /> � I a Q O O a a <br /> w <br /> � ¢ ¢ ¢ a a � <br /> o z o 0 0 <br /> a w a a a W <br /> � ¢ > > > � <br /> � I W 0 U f0 Q Z <br /> If1t911j <br /> THRU NAILHOR IN(MOETAL OPI NING) THRU NACILINOGF WA(WOOD OP NING) ,`�����Pp10REby��','G�',i <br /> ���Gp�.:y�c E Ns�.ti p2.,� <br /> „�:� No 58201 �;�7�� <br /> e*� �, ;*� <br /> �,D: <br /> NOTES: r9Q�� STATE OF :�w� <br /> �'4�c<`'�.�D R 1 O P,:����, <br /> 1.INSTALL ONE ANCHOR AT EACH LOCATION THRU WINDOW FRAME FIN.SILL ANCHOR SPACING SAME AS HEAD. ,���SSiONA��N��, <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 GREATER THAN 1M6"IS PRESENT. LOAD BEARING <br /> SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOW ED. Z� <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. <br /> 4/3/2015 <br /> LUCAS A.TURNER,P.E. <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 FL PE#58201 <br /> WOOD 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 INSTA�LATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574 <br /> THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. s EET DESCRIPTION: <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND <br /> NOTES <br /> 7.A MINIMUM 1"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. oRn N BY: DATE: <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 ADE 05/07/OS <br /> STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. ow�n: pev. <br /> CWS-171 E <br /> 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CUFiRENT VERSION OF THE REFERENCE DOCUMENTS: sca�E: SHEET <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 2D0(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAM/DMA 300(EXTERIOR DOORS) 1:20 5 OF 6 <br />