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___ _ a 1 <br /> : � � <br /> " �,,..;o; � ; � � <br /> i `1! ��!~'` i j '• <br /> `.�� i � � � �� ' ; � <br /> =_ ��o��� @r�SySE.'r��S.0 fTl ; , � � � <br /> '�... <br /> � i <br /> ' I i � � i ; <br /> { � <br /> DESIG� C' LC�ULI�TIC}N5 ; <br /> , . � �� i ; , ' <br /> ; ' ' ` � � i � � � <br /> � FOR , � ' � <br /> � <br /> � <br /> ; � i � <br /> , <br /> , � i ' � <br /> ' ' ij i � ' <br /> P1�� N �iJi1�►�C ; <br /> FREE51'1� DI![�G SIGt�IS � <br /> ' 6948 Gall Blvd,Zephyriiil9s , <br /> „ s ; � . � <br /> i � <br /> � <br /> � � ` I <br /> � ' <br /> GENERAL NOTES: , ' ' � � <br /> 2. Design is in accordance with the 2010 Florida Building Cod for use inrithiri � a � � <br /> and autside the High Velacity Hurricane Zone(HVHZ). , <br /> � <br /> 2. Wind loads have been calculated per the requirements af CE 7-1Q as <br /> shown herein. � � ' <br /> 3. These engineering calculations pertain only ta the structu al integrity of ; � ' � <br /> those systems, components,and/or other constructian ex licitly specified <br /> herein andJar in accompanying engineering drawings. Th existErig hast : Index. <br /> structure(if any)must be capable of suppo�ting the loade� system as Pg� Cover , <br /> verifed by building department or arcNitect/engineer of ecard.!No ; pg� W9nd Gaads <br /> warranty,either expressed or implied,is contained herein ' ' i pg 3 Footing Design <br /> . ; � � <br /> 4. System components shall be as nated herein. All referenc s ta named' , Pg 4 Primary.support{s) <br /> companents and installation shall conform to manufactur r's or industry; ' <br /> specifcations as summacized herein. � � <br /> 5. Where site conditions deviate from those noted herein,� VI51o115 IT18y b8; `ti�ae+ea�tay��P, , <br /> Engir�,ee �sig�ature and�seal valid <br /> required or a separate site-specific engineering evaluatio erforr;ned. �° '� �a " "���' ''� � <br /> � ' :forc�'ages_1_=fi�i`rough�``. <br /> 6. Aluminum com ponents in contact with steel�ar embedde in concrete shall ����°�a`"'��L� $`�'�°a��% <br /> ; �p •��� <br /> be pratected as prescribed in the 2005 Aluminum Design anual,j Part 1A. _ q �g,�, ��':�g � <br /> Steel components in contact with,but not encased in,con�crete shiall be � = �.; _. �m�.z � <br /> coated,painted,or atherwise pratected against corrosian� � - = y ; � ' <br /> ' �°�° ST�TE Ca i .°�~ <br /> 7. Engineer sea!affixed hereto validates structural design as hown only. Use %���m6 fi,,J n 1_ � � 5a�,�°�� <br /> of this specification'by contractor,et.Al,indemnifies and�aves harrri]ess ' , r��, W o _`� . �. .. <br /> this engineer for all costs&damages includin le al fees; apellate fees Chris��an,,���a�'g ey°�C s �P,E#67382 , <br /> � g 's,. d ��.. ,',t`` <br /> resuEting from deviation fram this design. � � : Easy Sealsj��������Ge Auth#29531 ' <br /> ; , <br /> , � i : : � <br /> 1200 N Federel Hwy,#200 Ea� Sea,ls.�om <br /> Boca Raton,FL 33432 , , Page 1 <br /> , , ' <br />