HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEProject Name
P roj e ct Ad d ress:
Permit #:
�EIVED FEB 10 2016
Planning & Development Services Department -
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 @GANN�Iu)
Certificalitlion for Design Load Compliance of By M111
SARAH & RALPH,' IRAY ofteciecot, ,
INSTRUCTIONS FOR USE:
• This certification must be complet�
I I
• Submit (2) copies for residential, 1 (3
a New Residences (single or
o Residential Addition I
1:16MC
Occupancy Type: R3 Construction Type: V13
J, signed, and sealed by the design professional of record.
copies for commercial with all permit applications involving the following:
multi -family)
• Any accessory structure requiring a building permit
• Any non-residential structure.
Note: Form not required for inte ri ior renovations provided that no exterior structural elements are affected and
certain minor building permits at th I e discretion of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
I
1. DESIGN CODE: Florida —Building Code Fifth Edition with 20 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed Partially Enclosed —Open
3. Risk Category: _I X 11 1 1 — III IV Exposure Category: _13 X C D
4. Design Wind Velocity 124 mph _K__ASD LRFD End Zone Width: 4'-0" ft
5. Mean Roof Height <15' 1 ft Roof Pitch: 5 :12 Parapet: __N/A ft
6. Components & Cladding Desi ; gn Pressures Used: (PSF, based on 10sqft @ 15'MRH, clearly label on all plan openings):
+21.2/ +�1.21 +21.2/ +36.8/ +36.8/
Zone 1: -33.6 Zone 2: -58.6 Zone 3: -86.6 Zone 4:40.0 Zone 5: -49.3 Garape: N/A
7. Design Loads: Floor: 40 1 PSF Roof/Dead: 17 PSF Roof/Live: 20 Balcony: N/A PSF
Dock: N/A PSF Deck: IN/A PSF Stairs: N/A—PSF Fence: N/A PSF Railings: N/A PSF
8. Were Shear Walls Considerled For Structure? X Yes _Not Applicable Explain Why Not:
1
9. Is A Continuous Load Path 1provided? _2�_Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressu i re: 2000—PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTI : FICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
i
comply with the applicable s I tructural portions of the building codes currently adopted and enforced by St. Lucie
County. I also certify that st ructural elements depicted on these plans provide adequate resistance to the design
forces spe.cified:
ROBERTF.SONBERG RA #6280
Print Name Cert # & Co. Cert Auth.
ROBERT F. SONBERG ARCHITECT IDA
113 BENT TREE DRIVE, PALM BEACH GARDENS, FLOR
Signature, Da"— a
Company Name & Address
Revised 07/25/2014
CONTRACTOR COPY
RECEIN'D FEB 10 2016
Project Name:
Project Address:
Permit #:
P1
2300 VirE
Certificat!i
i
SARAH & RALPH,F
INSTRUCTIONS FOR USE:
* This certification must be completei
* Submit (2) copies for residential, (3)
* New Residences (single or
* Residential Addition
* Any accessory structure rei
* Any non-residential struCh
* Note: Form not required for interior
certain minor building permits at the dis,
1. DESIGN CODE: Florida Building
2. Structure Designed as (check one)
3. Risk Category: _I X 11
4. Design Wind Velocity 124
5. Mean Roof Height <15'
6. Components & Cladding Design Pr
+21.2/ +21.2/
Zo n e 1: -33.6 Zone 2: -58.6
7. Design Loads: Floor: 40 PS
Dock: N/A PSF Deck: N/A
8. Were Shear Walls Considered For
anning & Development Services Department
Building & Code Regulations Division
Jnia Avenue, Fort Pierce, FIL 34982 — (772) 462-1553
on for Design Load Compliance
Occupancy Type: R3 Construction Type: VB
signed, and sealed by the design professional of record.
opies for commercial with all permit applications involving the following:
ulti-family)
a building permit
novations provided that no exterior structural elements are affected and
-etion of the local building official. Contact the # above for questions.
IS USED: (complete all that apply)
Code Fifth Edition with 20 Supplements using ASCE 7-10
X Enclosed Partially Enclosed —Open
III IV Exposure Category: _13 X C _D
-mph _K__ASD LRFD End Zone Width: 4'-0" ft
ft Roof Pitch: 5 :12 Parapet: /A ft
;sures Used: (PSF, based on 10sqft @ 15'MRH, clearly label on all plan openings):
+21.2/ +36.8/ +36.8/
Zone 3: -86.6 Zone 4:40.0 Zone 5:49.3 Garage: N/A
Roof/Dead: 17 PSF Roof/Live: 20 Balcony: N/A PSF
SF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF
ructure? X Yes —Not Applicable Explain Why Not:
1
9. Is A Continuous Load Path Providqd? X Yes _Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure:
Soil Test Reports Submitted? Yes
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
i
comply with the applicable structura I I portions of the building codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified: I
12
Signature, Date, aner"Spal
U
Revised 07/25/2014
ROBERTF.SONBERG
Print Name
RA #6280
Cert # & Co. Cert Auth.
ROBERT F. SONBERG ARCHITECT
113 BENT TREE DRIVE, PALM BEACH GARDENS, FLORIDA
Company Name & Address