HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEPlanning & Development Services Department
Building & code Regulations Division
4M
177
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certif !cation for Design Load Compliance BY
St. Lyip (p�-
Project Name:
Project Address:
Permit #: Occupancy Type: 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:
• New Residences (single or multi -family)
• Residential Addition
• Any accessory structure requiring a building permit
• 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 questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Code Fifth Edition with 20 � Supplements using ASCE 7-10
2. Structure Designed as (check one): _Enclosed —Partially Enclosed —Open
3. Risk Category: _I Z 11 —111 — IV Exposure category: _B X, C —D
4. Design Wind Velocity mph < LRFD End Zone Width: —ft
.. ASD —
5. MeanRoofHeight "2" il�? ft Roof Pitch: :12 Parapet: 2LI—Aft
6. Components & Cladding Design Pressures U sed: (PSF, based on 10sqft @ 15'1,ARH, clearly label on all plan openings):
Zone 5: 51 Garage:
Zone 1: Zone 2:. Zone 3: Zone 4. 41 9 �Jk .-- Ik PSF
7. Design Loads: Floor: PSF Roof/Dead: �'/A- PSF Roof/Live: -/A Balcony: —
mi 1111///
Dock: kk PSF Deck: 9�/A PSF Stairs: tafll� PSF Fence: f1k/A PSF Railings: SE
S. Were Shear Walls Considered For Structure? —yes K Not Applicable Explain Why X
1�
9. Is A Continuous Load Path Provided? rS Yes NotApplicable ExplainWhyNot:
G)
10. Design Soil Bearing Pressure: -7 *1400
PSF Soil Test Reports Submitted? ____Yes Z.%'
i
DESIGN PROFESSIONAL CERTIFICATION STATEMENT!
I certify that, to the best of my knowledge and belief, the attached plans & specifications have bee,6. esigne
cornplywith ��thel 66plicable structural portions of the building codes currently adopted and enforced b�/Svq
Couri i-ai?d.t -.t- ral elements depicted on these plans provide adequate resistance to the clE
a to,
j: , . , " I M, C- k-- I
Print Name Cert # & Co. Cert Auth.
'slighature, Date . and,Sa4ar.,�'
Company Name & Address
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Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliance
Project Name:
Project Address:
Permit #: Occupancy Type: Construction
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)
• Residential Addition
• Any accessory structure requiring a building permit
Any non-residential structure.
* Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor buildingpermits at the discretion of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida DQ�kk!�� Code Fifth Edition with 20 � Supplements using ASCE 7-10
2. Structure Designed as (check one): _Enclosed —Partially Enclosed 3<'Open
3. Risk Category: —1 y If —III — IV Exposurecategory: _B �LC —D
4. Design Wind Velocity I-110 mph -ASD K LRFD End Zone Width: ft
5. Mean Roof Height 'J'ge— ilt� ft Roof Pitch: 14/ —1 :12 Parapet: NJA ft
6. Components & Cladding Design Pressures Used: PSF, based on 10sqft @ 15'MRH, clearly label on all plan openings):
419 Zone 5: 51 f —
Zone 1: Zone 2: Zone 3: Zone 4: 0 Garage:
7. Design Loads: Floor: 1�/A— PSF Roof/Dead: 0 e'�� PSF Roof/Live: Balcony: ta//A-
Dock: A/A- PSF Deck: O/A PSF Stairs: talA PSF Fence: 6��A PSF Railings: '\)A
\V ky
S. Were Shear Walls Considered For Structure? Yes K Not Applicable Explain Why Not:t� -it
c�
0
9. Is A Conti ? Yes NotApplicable ExplalnWhyNot:
nuous Load Path Provided > 0 C'.
.10. Design Soil Bearing Pressure: PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have bee I
complywitf`f�&*Pllcable structural portions of the building codes currently adopted and enforce e
Co t6tdlstructural elements depicted on these plans provide adequate resistance to the design
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f6.
gnature, Date, and,Sqar.,!
Revised 0
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Print Name Cent # & Co. Cent Auth.
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Company Name & Address