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'� � <br /> �//��/i <br /> �� �� " <br /> 1 -' -� <br /> ` r.,. � 1 �_ ,,'_'"J � _ <br /> .� ` (/�� `; �'I', f'`f�� � ���\/� /)� _ <br /> +t`% / ` �'"`--=7 `.��/��! � /J/ <br /> `✓ � \ / <br /> =_,,,���,,�` � easyseals.com <br /> DESIGN CALCUL�TIONS <br /> FOR <br /> FLORID/� HO51'ITAL <br /> I�HYSICI�N GROUI� <br /> W/�LL-MOUIlITED L/�RGE ID �'/�NEL <br /> 38056 Daughtery Road—Zephyrhills <br /> GENERAL NOTES: •�LL <br /> LyQ� <br /> 1. Design is in accordance with the Florida Building Code 5th Edition(2014)fo��[�A� S�j,� <br /> use within and outside the High Velocity Hurricane Zone(HVHZ). �,jO�E NA�CCQDL ��IAz�,�. <br /> ES, <br /> 2. Wind loads have been calculated perthe requirements ofASCE 7-10 as TY�FZEp NALELE T�D�qB��L <br /> shown herein. ��jLLSO�CC�DE�IlVG <br /> 3. These engineering calculations pertain only to the structural integrity of ��C.ES D <br /> those systems, components,and/or other construction explicitly specified <br /> herein and/or in accompanying engineering drawings. The existing host ��. Index: <br /> structure(if any)must be capable of supporting the loaded system as �� ����� pg 1 Cover <br /> verified by building department or architect/engineer of record. No � �Q� ��� Pg 2 Wind Loads <br /> warranty,either expressed or implied,is contained herein. �Q � <br /> �5'�n ��'�i� ��� Anchor Design <br /> 4. System components shall be as noted herein. All references to named � ��!/�`� �I�l��c C� <br /> components and installation shall conform to manufacturer's or industry �� S' <br /> specifications as summarized herein. <br /> 5. Where site conditions deviate from those noted herein, revisions may be �it�""'�e,,,, <br /> Engineer. sigl��ture a�c�seal valid <br /> required or a separate site-specific engineering evaluation performed. •�,r'�m��e d e '��g�dP ' <br /> ,�:foxtpag`s�lc t�irougha� <br /> 6. Aluminum components in contact with steel or embedded in concrete shall ' ��°m v °•<�; <br /> be protected as prescribed in the 2010 Aluminum Design Manual,Part 1. ; ��� �e�= <br /> e €�0. 673� 2 r <br /> Steel components in contact with,but not encased in,concrete shall be - �o � o� e <br /> coated,painted,or otherwise protected against corrosion. - <br /> r�.' SfATE01� ,`�1:� <br /> 7. Engineer seal affixed hereto validates structural design as shown only. Use %��'•, ,� r 13 • � �°� <br /> of this specification by contractor,et.AI,indemnifies and saves harmless % �`- ° � • � �� : <br /> this engineer for all costs&damages including legal fees&apellate fees Christ�an�L°U'�g�le�y``��s�P,E�#67382 <br /> resulting from deviation from this design. Easy SeelS.,a,o��.0 °r� uth#31124 <br /> 1200 N Federal Hwy,#200 c <br /> Boca Raton,FL 33432 �a�y Jea�.COriI Page 1 <br />