HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning &Development Services Department
` Building & Code Regulations Division
}. 230,E Virginia Avenuet'Fort Pieice, 1711` `34§k' :'(7.7r�)
t { = Certifitation for Design Load Compliance ,, v ;1-, �' s
Loi:,5� Diamond Sands Miranda Res t
Project Name: . ''
Project Address
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Permit #: J Occ aric T e ConstructiYn
up Y,. - YP 4 Ty`P� 1 �
INSTRUCTIONS FOR USE:
• This certification, must be com leted, signed, and,sealed b thfess onaof record:e'desi n ro' f '
• Subrrrit (2) copies fn residentiel,,(3) copies-#tir;comMercial with all perKt �t`applications involving,the following': g
o "New Residences (single or multi familv7
o ,.Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
* Note . Form -not requir,,ed:for. interior renoj ation provided thaitino ext,,., r structuwal e errfe 4t pre�effec ed°and.,
certain minor building peymits at the discretion of the local:bur1dmg official. Contact,the #'above fort restions
DESIGN. PARAMETERS AND ASSUMPTIONS USED: (complete al('that 6pply)
1. DESIGN CODE: Florida 201 7_ Code,j fifth Edition wit(r 20 jSup`{�leirients using ASCE 7=1b°.
2' Structure Designed as (check one) x Enclosed_ . _Par'trally Enclosed` '° F Operr (o7`
3. Risk Category: I 1 11L Hi' IV Exposure Category'
Design Wind Velocity 170 ';' 'm)h •.ASD x I RFp ^ bndZdmedtr. 8�,;�aft,,�
5
r 5. IVIearl:Roof Height ' 0 ft Roof. P[tch 5- -12 _Parapet
s r
6. Com6onents & Cladding Desrgn Pressures Used: (PSF, based on 10sgft @ t5 MF}H„clearly'(abcIf0.` ab6plydn�b�p/er,ipgs)
ZoneJ1: see, plans ZQ�n'e 2 seeplans` Zone 3:`see piaris Zone-ee`pins Z ne 5 see plans'Garage se"n�`'
7. Design Load :Flgor: 40� S Roof/Dead 25 6 (?SF. Roof/Line{- 30 Balcony 50
.,-,pock--'11Qn�' P.SFDeck� 50 4 PSF Stairs 60-PSFence'u D+One ` ' .CtQ� F
"PSF Railings QS
. . ,
8. Were Shear Walls Gon5ldered For Structure? x" Yes Notpplrcable Explair#Nlhy(Vot
9. Is A Continuous "Load Path Prbvided7 ,X Yes Not Appl+Fable Explain`Why Not:
10. Design Soil Bearing Pressure {�IImB _ PSF Soil Test Reports Subm►tted? x '- Ye
DESiGN PROFESSIO'NAL':CER7`IFICATION STATEMENT..
I certify tha't;•.to the'best of Yiy'knoWledg4 and belief, th'e attached plans& specificatioos have been designed to '"
corricurrentp`oLuciepwtl'epicb)e'struturalportionsof thebuilding codes elwith y t
County. I also -c ifythat'str"uctural elements depicted on:these_'plans provid4adequate rebistance to'the dEsFgn
forces speVifie
��`� �� ... - • • GSA, ��'% Robert E. �Agsten 111 a .;� 7 ' (P 43205 GA" 8340
OGENg
Print Name F '`Celt#,,& -•Co. CeTt-,Auth.
o. 4 Agsten Engineering; Inc_,: ram,
3000 FLorida.�Blvd. '#206-, _Delia Bead' FL ;33483
Signaur91 Date, a Seal Y J
��0'• Company Name & Addiess� -