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� <br /> 4B'MAX.O.A. <br /> �� :.�:;. ; ASSC�IATE D MATE R IALS �FRAME WIDTH� � <br /> n p o • <br /> ,.. .�: '.,<; ., ' I N C O R P O R A T e D , ?^n=m�. � <br /> 3773�STATE�ROAD ���o - Z <br /> CUYAHOGA FALLS,OH 44223 ��� ��� o=N w _ <br /> �om -o� a <br /> N>.� . <br /> Zom <br /> / m °u� • a�lC '� <br /> 0 oz° o <br /> I�ODE! 3001/3BQ1/3�401/3�A�1 a 9 m° os�LL <br /> X � °�_ � <br /> a mda m°o <br /> EXTRUDED V1�11Y1 � ' � °� j <br /> DOUBLE HUNG 1�/1NDOW = ,i/� � � �V <br /> "Srn-Med" Sash � ' W <br /> �I 4 � a v�'-,°z <br /> nN�lY-lMPACTrr � ��/ 2 �� <br /> GENERALNOTES / 3 oz <br /> w <br /> p Z � QU' <br /> 1. This product has been evaluated and is in complionce with the 2010 Florida �/ J N W w <br /> � Building Code(FBC)structural requirements excluding the"High Velocity � /\ � � � �� <br /> Hurricane Zone"(HVHZ). = o ° �W <br /> o � <br /> � 2. Product anchoa shall be as listed and spaced as shown on details.Anchor � a a <br /> � embedment to base material shall be beyond wall dressing or stucco. ��/ ��m <br /> � � <br /> � 3. When used in areas requiring wind bome debris protection this product is y <br /> �� required to be protected with an impact resistant covering that complies � <br /> � with Section 1609.1.2 of the FBC. N <br /> __,._ .._ -., ._,-.-._.. . . - , - - <br /> m ........ :.. . :.:.._, - <br /> _ ...:_:. <br /> 3 :;i'::OVERALL',..��::.,�. -_.M�4X:i",; ;.' _ ' �MAXiF:';::j;, _ <br /> +, G�� DESIGN RRESSURE,(PS�) a z <br /> '';--�,fRA1L1p D Lb D LO <br /> 9 4. For 2x stud framing construction,anchoring of these units shall be the same „��;ortitErisloN (ror� ; �(aonoM) ;_ '� nPE , posrnvE ri€Ganve �N � <br /> g as that shown for 2x buck masonry construction. � _` " � ~-- °- - - �� �="- � � � <br /> 0 36.0"X 60.0" 29.13"X 25.75" 30.73"X 26.75' G7 +50.0 -60.0 °W � <br /> � 5. Site conditions that deviate trom ihe details of this drawing require further �� <br /> ^ engineering analysis by a licensed engineer or registered architect, ss.o°x�2.0° 29.13^x 3i.�s^ 30.13~x s2.�s� c� +50.0 -55.0 �Q Z <br /> a <br /> �� � <br /> � 36.0"x 78.0" 29.13"X 34.75" 30.13"X 35.75" Gl +35.0 -35.0 W z <br /> v...° � <br /> ° 44.0"x 75.0" 37.13"X 33.25" 38.13"X 34.25" G7 +35.0 -35.0 �+ <br /> � iABLE OF CONiENiS = <br /> t`I^Z p <br /> DSHEErR DESCRIPTION , 52.0"x 62.0" 45.13"X 26.75' 46.13"X 27.75' Gt +30.0 -30.0 a�:�� �2 �3 = <br /> LL � Typical elevations,design pressures 8 general notes srw�: N.T.S. � <br /> 2 Hor2ontol cross sections 48.0"x 84.0" 41.13"X 37.75" 42.13"X 38.75" Gl +30.0 -30.0 � <br /> 0 3 Vorfical cross sectlons ��•�'� JK m <br /> � q Buck and frame anchoring cxK sr: LFS 3 <br /> 44.0"x 96.0" 37,13"X 43.75" 36.13"X 44.75" Gl +25.0 -25.0 � <br /> � 5 Bill of materials,componenis and glazing deTail oawx�r�c No, � <br /> �s FL-1 1720.14 0 <br /> � NOTE:MAX.FRAME HEIGHT AND WIDTH OCCUR ON SEPARATE UNITS N <br /> g SHEEf � OF S � <br />