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227 BEACH AVE - PERGOLAREVISION
0 1-M.ri ,, CITY OF ATLANTIC BEACH 0 / \` � 800 Seminole Road 1 , '.„ . . 1J Atlantic Beach,Florida 32233 �1 ;r: r Telephone(904)247-5800 FAX(904)247-5845 >T REVISION REQUEST SHEET Date: 9'2$ /S--. Received by: Resubmitted: Permit Number: 1 �Z '7 Original Plans Examiner: Project Name: 6.700 de 41 Project Address: 2 4 5e464- 41/g. Contractor:/40i 4 .es i 4 .57/✓67i Contact Name: C,t.,i 5 A l-e- Contact Phone : ?04- 'l- 33 41 Contact e-mail: (fin r e-s (P. n-loi a le-S- a roil,. 60,4i Revision/Plan Check/Permit Fee (s) Due: $ cvl Description of Proposed Revisio to Existing Permit: stiow /1 f e r a- a 4 S,v fit_ ©r t5r rl AA. 7 CiK c. Additional Increase in Building Value: $ 5, UUCP Additional S.F. Site Plan Revised: Public W/U Approval: I( By signing below. print name) elt I(S N I y affirm that the above revision is incl 've the proposed changes. V 112111:- 4- EIvF_ Signature of Contractor/ gent(Contractor must sign if increase in valuation) D Office Use Only I I - on Date: 9''p�{ / C Approved: x Rejected: otified by: J Plan Review Comments: jj Sob Co -Io ,3c, to ConfratJor- c l 5;io S,�/-e f, pia., g Eon,nj copy do i-e s mpec1 Q S Ov r �',/.a c 'p7 4-A P/7 4 ey a r-e .1 .-uv3 Gt---i'4-1+ Re vi e v✓,.. II - • - i 1 ent review required Yes o �- /�r ___ arming &Zoning -- - • a or Plans Examiner Public Works Public Utilities /C' • d 7. /S Public Safety Fire Services Date Created 8/20/I5 Rev.2 2 z i3„ ge Altt /0'11 /4 0327 McVEIGH&MANGUM E N G I N E E R I N G I N C Mr.Jeff Lane, REVISION Lane Architecture,P.A. BP# c./— 0 3d7 904 Margaret Street DATE <c:� / a7 $� Jacksonville,Florida 32204 904-355-9020 SIGNED /' sa RE: Gooden Residence Pergola MME# 12114 � v Dear Mr. Lane, This letter concerns the pergola for the referenced project. Per FEMA, the pergola must be designed to break free under the larger of the design wind load or 1Opsf. However, if the design loading exceeds 20psf, certification is required by a registered engineer that the structure will collapse under a water load associated with a base flood event.The wind pressures for this location exceed 20psf. The 100 year storm design grade for this location is EL5.5. The existing grade is at approximately EL14.25. The bottom of the pergola posts are at approximately EL9.75. Therefore, the pergola will collapse and break up at a flood load much weaker than the design base flood. I certify the structure will collapse under a water load associated with a base flood event. Sincerely, H. rin on McVeigh,P.E. Structural Engineer of Record ECL OV[ oToni”' ;5...... ., i OCT 2 7 2015 ' �'/ •.cy o.3732 * •V °STA E OF STRUCTURAL • MECHANICAL ELECTRICAL • PLUMBING • LEED COMMISSIONING BIM 9133 R.G.Skinner Parkway • Jacksonville,FL 32256 • (904)483-5200 • www.mcveighmangum.com ATLANTA,GA • CHARLOTTE,NC -JACKSONVILLE,FL