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.. 1� <br /> . E= � � <br /> � �1� .��'. � G � 48.85"MAX.OVERALL FlN WIDTH h � �o <br /> �.J, <br /> �� -°'� i., r` 7 46.25'MAX.OVERALL FRAME WID1H Z� _"=m �� <br /> - -- -- - - - 2703-Gq- LL`-EC,E A�/E: - `�` � F� �,- - ---- - -- -�- - - - —�p w�'�-.,V,=---- <br /> GOSHEM, I;h13¢}65�6 �} � C� �� -�� <br /> �(J I _..1 � `.1 °� ;-" � �'���` a <br /> � ,,�� �� ',fl r�. �.' �-� � 8�a��s <br /> ��' ' �'_ i�, 4 , ,.�.� g � ;=o�({�� <br /> � ti" _ ! �y, F �m c E��ii <br /> M ODEL 9750 � ` � �' `- ` " , p <br /> 0 <br /> � <br /> ?r'.a = .�: :-) �i I �.-,' /// a m d a � 3 <br /> L__ �. " o° <br /> P1/G SIIVGLE HUNG WIIVt�~Cy� '` -, `� r' ' � � <br /> ,' ;� �- � � 8 � �� <br /> W/ NA►LlNG �IN � o � �--� °_' � � � <br /> �� � � .. �, <br /> "NON-IMPACT' �� ' � m i Z� <br /> � s = ��� 3 �o <br /> ,j � m w z <br /> '"'' t) Ll_ - � - � ° __ <br /> � � i � o� <br /> q � <br /> z � <� <br /> GENERAL NOTES p � z � ��! <br /> o / �i, This product anchoring drnwing has been developedln compliance wiih tha 2010 Florida � ��� Z �� <br /> Building Code(FBCJ excluding fhe"High Velociiy Hurticane Zone".See the Cerfiflcation � � � y o �� <br /> Agency Certificate tor sfzes,specifications and ratings. tl � � ° � x <br /> 2. Praduct anchors shalt be as I'�sted and spaced as shown on details.Anchor embedment to � X � Y�x a <br /> base material shall be beyond wall dressing,stucco,foam,brick and other woll coverings. ' ` �'''� <br /> 3. Wood screws shall be installed following installafion instructions of ANSI/AF&PA NDS 2005.All � <br /> other fostener types to be installed following fastener manufocfurefs insFallatfon inshuctions. ��� <br /> 4. Fostener embedment depihs,edge distances and cenfer-center d�tonces shall be as / �a�W o <br /> specified by the fastoner manuFacturer but In no instonce shall they be less than shown in this ' <br /> o N <br /> drawing. $o o � <br /> 5. Where shims are used,lhey must be a'Yigid/s1ifP'material thal complies with the � c°���� � <br /> requiremenh of the 2010 FBC, w c,¢8 <br /> �p°a� ° <br /> 6. Positive ond negalive desfgn pressure requfrements for use with this drawing shali be �N� m <br /> determined by others fdr speci(Ic Jobs in accordance with ihe goveming code. ^^"° Z <br /> bm�a� a <br /> 7. Site conditfons not covered by this drawing are subject to fu�lher engineering onarysis, .+v o�° � <br /> z <br /> vnc�.-Z ° <br /> U <br /> U�9�EOFCO�diENiS r , .-ri ,y, r,. a� O <br /> � a x t�>'�7'.•••.�»:`a"tf <br /> _ SHERA DESCR1Pf10N ����?� +��L,�;�f��;e, � ��'� ��$,�Cj(,�jl�[PS��; n� 6 01 10 j <br /> ��`���{ ��N¢r� �u'�5}�� 7Y9�t h �� y.,+�t�'n.`•, scu.E� N.T,S. <br /> 1 Ical elovotfon,desi n essures&general rmles �,�,p��H�j��� ,�b� lO�l�'�`�:�;POS Qi`NEG% n� owc.sn AP m <br /> 2 Horizonfal&ve�tkal cross secifons&bhl o(materlalt �° �'"nN'�ry"""'��`� <br /> 3 Horizantal 8�vehicol cross sectlons and ylozin detoil 48.85"x 62,6" 46.25"x d0.0" +5Q,0 •50.0 �+w�'� LFS 3 <br /> IXtAWINO NO.: � <br /> 4 Buck 8(rome anchafng FL-993.1 0 <br /> N <br /> SHEET�,L,OF 4 � <br /> � <br />