HomeMy WebLinkAboutCertification for Design Load CompliancePlanning & Development Services Department
• Building & Code Regulations Division:
2300 Virginia Avenue, Fort Pierce; FL.34982 (772)-.462�1553
Certificationlor Design Load, Compliance
Project Name: Century Complete - 1246
Project Address: 8307 Winter Garden Pkwy, Fort Pierce 34951,` ,.
Permit M Occupancy Type: Cons#ructioj� Type
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and sealed -by the design professional of.record:,
• Submit (2) copies for residential,.(3) copies for commercial with all,permit applications involving'the following:
o New Residences (single'or multi -family)
o Residential Addition
o Any accessory structure requiring a, l'uilding permit
\ o Any non-residential structure.'', '
* Note: Form not required for interior renovations provided that no exterior structural elements are.`affected and
certain minor building permits at the discretion of the local building official. Contact the # above for questioq?
DESIGN PARAMETERS AND ASSUMPTIONS,,USED: (completeall that apply)
1. DESIGN CODE: Florida 2017 . ' Code ;Slkth`Edltlori with 20' NIA 'Supplements using ASCE 7-10
2. Structure Designed as�(check (one).-,.,.--'- X "Partially Enclosed Open
3. Risk Category: I X .II III 'IV Exposure Category: B X `C D
4.. Design WindXLslocity 160 m'ph ASD X LRFD En'd Zone Width.: 3.33 ..; ft
P1VIean Roof Height 11 ft Roof Pitch: 4' :12 parapet: ' %NSA `ft.
,} 6 ; Cgmpbhents & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH,tclearly label on'allrplan openings):
` Zone i. +19.3,-30.6 Zone 2; +19.3,-53.3 Zone 3: +19.3,-78.9 Zone 4: +33.5; 3ti 3 Zon2 5 +33 5,-44.8 +31.7/-38.6
Garage:
7 Design leads: Floor: 40 PSF Roof/Dead: 17 PSF R'gofJLive 20 Balcony: NSA PSF
ry pock Y PSF Deck: 'NSA PSF Stairs: NSA PSF Fence: N�'� PSF Railings: 50 PSF
8 1Nere S�iErRN(alls Considered for Structure? Y Yes' Not Appl cable Explain 'Why,
9. sds:A Continuous Lagd Path Provided? Y Yes Not Applicable 'Explain Why Not:,
10. Desi�n<toil BearinPressure:'1500
�PSF Soil,TestReportsSubmitted? Yes
DES(d111' QFESSIONAL CERTIFICATION STATEMENT • -
a,} ;
I cert)fy that; io the=:best of mVik owledge'and-belief, the attached plans &specifications have been designed;to
comply Wffh.thd applicable,structQr-al portions ofthe buildmg`codes currently adopted and 'enforced by, St. Lucie
County halsp`crtostructura'i elements depicted on these plans provide ad'equate,resistanceao the design
63
farces�sP-06.
James G. Friling
m ,
Print Name 'Co rtW�&_Co. CertAuth.
PE #77824 COA,#27228
AT Mulhern + Kulp Structural Engineering - 300 Brookside Ave, Ambler, PA 19002
.
Company Name_&Address
Revised 1�/ 2
.J7 C 4 2020
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