|
� �,..,,,
<br /> �� --
<br /> ` � ,,,�
<br /> y : : �� � l` � �
<br /> ��� `: ���.J� �� ,
<br /> _ ,
<br /> - �� easys Is.com
<br /> -,,.,.,,
<br /> �
<br /> �
<br /> � I
<br /> DESlG CALCIJL/�TIONS
<br /> � FOR '
<br /> S�E DIIV/�l(�#6858 �
<br /> 26" CH/�NNEL LETTERS C/�NOI�Y
<br /> 7317 Gals �Ivd—Zephyrhills �
<br /> �
<br /> j
<br /> I
<br /> ' GENERAL NOTES:
<br /> ' 1. Design is in accordance with the 2010 Florida Buildi g Code for use within
<br /> and outside the High Velocity Hurricane Zone(HVH ).
<br /> 2. Wind loads have been calculated per the requireme ts of ASCE 7-10 as
<br /> shown herein. �
<br /> � 3. These engineering calculations pertain only to the s ructural integrity of
<br /> those systems,components,and/or other construc ion explicitly specified
<br /> herein and/or in accompanying engineering drawin s. 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/engin er of record. No ' pg Z Wind Loads
<br /> warranty,either expressed or implied,is contained erein.
<br /> , � Pg 3 Anchor Design
<br /> 4. System components shall be as noted herein. All re erences to named ,
<br /> components and installation shall conform to manu acturer's or industry �
<br /> specifications as summarized herein. '
<br /> 5. Where site conditions deviate from those noted he ein,revisions may be a��'""�'«,,..
<br /> � Engineer's signature anc�seal valid
<br /> required or a separate site-specific engineering eva uation performed. �.° . y�-a� ws�7��s �
<br /> ; �.` for,�'pages���throug�i%3
<br /> 6. Aluminum components in contact with steel or em edded in concrete shall ``�°��,° L�y SF °°��,,=•��
<br /> be protected as prescribed in the 2005 Aluminum esign Manual,Part 1A. ' � �: � °�°=
<br /> � �9�. C-�: 3�� �
<br /> Steel components in contact with, but not encased n,concrete shall be , = �� ,,1 :� _
<br /> coated,painted,or otherwise protected against co rosion. i _ : o =
<br /> �°�1 e ;�,:;
<br /> 7. Engineer seal affixed hereto validates structural de ign as shown only. Use , r °�'� ° 5TA7'E C.- � '�:
<br /> of this specification by contractor,et.AI,indemnifi s and saves harmless °.��.:°o_',�an 0 �, 15���:
<br /> , this engineer for all costs&damages including lega fees&apellate fees Christ an�L'" `,ey° �.��PE#67382
<br /> resultin from deviation from this desi n. ��'" �9'���y`��
<br /> g g Easy Seals��,t,,,.0 Auth#29531
<br /> 1200 N Federal Hwy,#200 I,.
<br /> Boca Raton,FL 33432 E�S�/SeQu .com r Page 1
<br />
|