HomeMy WebLinkAboutCertification For Design Load ComplianceRECEIVc-D AUG ol ?017
Planning & Devel I opment I Services Department
Building $L Code Regulations .Divis - ion
2360 Virginia Avenue, Fort Pierce, FL 34982' (772) 462ASS3
Certification for Design Load Compliance
Project Name: Johnny Rambo
Project Address: 2300, Canoe Creek Lane. Fort Pierce, FL 34981
Permit 9: Occupancy Type: 'Single Family Construction Type:: CBS
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INSTRUCTIONS FOR USE:
• This certification must be completed, s . igned,and sealed by the design prof ess.i onal,of record.
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
.
o New Residences (single or multi-farnily)
o Resident.lai Addition
o Any accessory structure requiring ai building permit
6 Any non-residential Aructur6.
Note: Form not required for Interior renovations provided that no exterior structural elements are affected and
certain minor building petrnits.at the discretion of the local building official. Ontact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that 6001y)
1.- bEtld'k CODE: Florida BUILDING 'Code FifihLEditionwiih 2614 'Supplements using ASCE 7-10
2.. Struqt . ire Designed as (check one): XEnclosed Partially Enclosed Open
3. Risk Cat6 gqrV: If .111 IV Exposure Category: B x C D
4. Design Wind Velocity 17Q mph ASD LRFD End Zone Width: ft
S. Mean Roof Height 15 —ft Roof Pitch: 5 12 Parapet: ft
0. C61moone.rit-4 & Cladding Design Pressures Usdd:,(PSF, based on 10sqftLcD.jVMRA,. clearly label on all plan openings):
1:.21.6/44.9 Zone 1: .21 ��/fo-7 Zone 121.111-80.8 Zone 4:30'0'ff� 2 0/ Zone t:38.-�0.8 Garage:
T. Design Loads: Floor.. 40 PSF Ro6f/Dead: L5_PSF Roof/Live: I 30, Balcony: PSF:
. I
Docks PSF Deck: _PSF Stairs! PSF Fence: -PSF __.�$F Rallings:_ -
8. Were Shear Walls Considered For,Struifture?,2L_Yes Not Applicable Explain Why Not:
t9. IsAtontinuous Load Path Provided? X 'Yes Not A In Applicable Explain Why
L-��PSF Soli Test Reports Submitted?. Sj
00 10, Pbsign,Soil Mating Pressure: !
DESIGN PROFESSIONAL CERTIFICATION STATEMENT-.
I certify that, to the best of my knowledge and belief, the attached plans specifications have been designed to
comply� wqh *N, `66w, structural portioris'of the buiidin'g codes currently adopted and enforced by St. Lucie
Cou'nlyi1o`,t'Q"Mt aixit ural elements depicted on these I' vidLi'adequate resistance to the design
.ecti p ans provide
� z 4C.
JUL 2 8 MR...
o CHRISTOPHER D. BEERS, P.E.
64504
Print Name Cert # & Co. CertAuth.
WA L-TECH.1040 HARBOUR -DRAKE DR..
lk- N PUNTA GORDA, FL.,33983
ign
Company Name &Address
Revised 6725 2014