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�; <br /> . e-.,' _ ss.oQ�Mnx.o.a � e . � <br /> A, ti $ ; g � �•• � FRAME WIDTH � Z n g' �� <br /> ' ���� �2 <br /> 3773 STATE ROAD,CUYAHOGA FALLS,OH 44223 � �� o� W <br /> �t�y a a <br /> i7^�ro 4 a <br /> Zom"�C <br /> I aj`V N•:d� t <br /> /IAODEL 0601 �i� 0 9m�E�c�LL <br /> EXTRlJDED 1/IN YL ' g 'm a`a m�v 9 <br /> 8 ° 3 <br /> � _� <br /> DOl1�LE HUIVC� INIIVDOI�/ � /�/� o � �� <br /> nro�-r��acr � , Z� <br /> a UO <br /> 3 W2 <br /> � z o� <br /> � oz <br /> 3 GENERALNOTES � / Z J ¢c"', <br /> � � ��� x � �� <br /> � l. This product has been evaluated and is in compfiance with the 2007/2010 i � � � <br /> � Florida Building Code(FBC�shuctural requirements excluding the"High e/ � o � c�� <br /> � Velocity Hurricane Zone"(HVHZ). �� o ° � �� <br /> 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor � a a a <br /> � embedment to base material shail be beyond wall dressing or stucco. ��/ ��m <br /> i <br /> � <br />' 0 3. When used in areas requiring wind bome debris protection this product is <br /> a required to be protected with an impoct resistant covering that complies <br /> 8 with Section 1609.1.2 of the FBC. ° <br /> o �`d � <br /> .+ o z z <br /> M4. For 2x stud ftaming consfruction,anchoring of these units shall be 1he same N z � <br /> � as that shown for 2x buck masonry construction. :;;; QV�R;4C►.- ; -` -TQ.?:° - 9QIi'Q!yf;, ._:: - p�S�GN:eRESSURE'(eSFj: g� � <br /> -. . : <br /> _.:;:..:#'RAML:'` i..:` -.D�:�O.; -; ._._b3C;J:;.. <br /> 'G6ASS '::.`.;.:......._.. . ,. . ,..:.,,:.,,, o <br /> o. ,...: :. . '' 1YFE: . ; W <br /> � :_. :....... _:..:: ........... <br /> ..:....::.. .... <br /> 0 5. Site conditions that deviate from the details of this drawing require further -n►n,tENS�oN. :��►MENSioN;=: 't?1htENS►oN.;. ? .. :.:.:_.;'..F051TJ�E:".:NECA7►VE.:: o� <br /> � engineering analysis by a licensed engineer or registered architect. 52.00'•x sa.00�� 44.00"x 37.37" 44.87"x 37.37" +25,0 -25.0 �� _ <br /> � <br /> o ^O m <br /> N <br /> 0 44.00"x 77.00" 36.00"x 33.81" 36.8T'X 33.81" +4Q.Q -QQ.Q ^�Q � <br /> % oo� m <br /> � iABLE Of CONTENiS 44.00"x 60.00" 36.00"x 25.31" 36.87"x 25.37" +55.0 -55.0 N_Z � <br /> � SHEEI� DESCR1Ff10N G� ° <br /> 40.00"x 60.00" 32.00"x 25.31" 32.87"x 25.37" +55.Q 70.Q �^T�11 25 08 z <br /> � I Typical elevations,design preuures&general noles o <br /> sa� N.T.S. <br /> •0 2 Horizontal crass sections m <br /> � 3 Vertical cross sections 36.00"x 72.00" 28.00"x 31.31" 30.8T'x 31.37" +55.0 -55.0 oxG,er: AL <br /> cxK,er: LFS = <br /> yJ q Buck 8 Bame anchoring orsawwc No: ¢ <br /> � 5 kame anchoring 52.00"x 61.00" 44.00"x 25.87" 44.ST'x 25.87~ +45.0 -50.0 °' <br /> ° 6 Bill of materids,components and glcmng deta� FL-8134.6 0 <br /> a <br /> gsx�r 7 or 6 � <br /> � <br />