HomeMy WebLinkAboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEsqy/v
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Planning& Development Services Department Building & Code Regulations Division uCiG Coll ajy
2300 Virginia Avenue, Fort Pierce, FL34982— (772) 462-1553
Certification for Design Load Compliance
Project Name: +Dcwd Cky% Ck-(,h �(((,b
Project Address: _ Z O C1 G 1, H i GI h w cd t !1 }i 1 1 f+ - i e rc i
l
Permit P: Occupancy Type: Construction Type:
INSTRUCTIONS FOR USE:
e 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 ormult[-family)
o Residential Addition
o Any accessory structure requiring a building 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 q above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida l✓ / - D/ ECode Sixth Edition with 20 1 i Supplements using ASCE 7-10
2. Structure Designed as (check one): Enclosed _Partially Enclosed _Open
3. Risk Category:_I X II _III_N Exposure Category:_B_C X• D
4. Design Wind Velocity (re O mph /z2/ ASD_LRFD End Zone Width• ft
S. Mean Roof Height ft Roof Pitch: :12 Parapet: ft
6. Components & Gadding Design Pressures Used: (PSF, based on lOsgft @ 15'MRH, clearly label on all plan openings):
Zone 1: Zone 2: Zone 3: Zone 4: :Y, / Zone 5: ri t3, 6 Garage:
7. Design Loads: FIDOr. PSF Roof/Dead: PSF Roof/Live: Balcony: PSF
Dock: PSF Dedc: PSF Stairs: PSF Fence: PSF Railings: PSF
B. Were Shear Walls Considered For Structure? Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided7_Yes_Not Applicable Explain Why Not:
10. Design Sol[ 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 been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lude
County. 1 also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified: -
Print Name
Signatu e, Date, and Seal
Revisedl2/07/2018
Cent a & Co. Cart Auth.
'j XFeJA S 5,:71VN rsX saw 1-7i= 4-7L''6S
Company Name & Address
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982—(772) 462-1553
Certification for Design Load Compliance
ProjectName: tiI cwC I c, 4 `-�bE c-uol L l Lth
Project Address:
L3cl`igY
Permit th OccupancvType: Construction Type:
INSTRUCrIONS FOR USE'
o This certification must be completed, signed, and sealed by the design professional of record.
a 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 abuilding 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 A above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED• (complete all that apply)
1. DESIGN CODE: Florlda li/ , p/,Code Sixth Edition with 20 I l Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed —Partially Enclosed _Open
3. Risk Category* _I X II _III_N Exposure Cat o
eg ry•_p C iC D
4. Design Wind Velocity(`o O mphLLZ-4 ASD_LRFD End Zone Width: ft
S. Mean Roof Height ft Roof Pitch: :12 Parapet: ft
6. Components & Cladding Design Pressures Used: (PSF, based an 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: Zone 2: Zone 3: Zone 4: . I Zone S: _T S, 5 Garage:
7. Design Loads: Floor: PSF Roof/Dead: PSF Roof/Uve: Balcony: PSF
Dock: PSF Dedc: PSF Stairs: PSF Fence: PSF Railings: PSF
8. Were Shear Walls Considered For Structure?____Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided?_Yes_Not Applicable Explain Why Not:
10. Design Sall 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 been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lude
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified;. ,
.
Sig lure, Date, and Seal
Revised 12/07/2018', -
Print Name Cert 9 & Co. Cert Auth.
�j /¢CIS' f. ✓%�%17G1 L`�ieiJ %�/_=•���6-ter
Company Name & Address
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: Gt y C I G t/� E Q_(_ C C Lk b
Project Address:
Permit N: Occupancy Type: Construction Type:
INSTRUCTIONS FOR USE:
o This certification must be completed, signed, and sealed by the design professional of record.
a 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 building 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 H above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Q � _ D/ 6Code Sixth Edition with 20 1'7 Supplements using ASCE 7-10
2. Structure Designed as (check one): X.Enclosed _Partially Enclosed _Open
3. Risk Category:_I X� 11 _III_IV Exposure Cat o eg ry:_s c 7C O
4. Design Wind Velocity / (o O mph_Z?4 ASD_LRFD End Zone Width: ft
5. Mean Roof Height ft Roof Pitch: :12 Parapet: ft
6, components&Gadding Design Pressures Used:(PSF,basedon 105gft@15'MRH, clearly label on all planopanings):
Zone 1: Zone 2: Zone 3.'Zone 4: ff Zone 5: S t3, 6 Garage:
7. Design Loads: Floor: PSF Roof/Dead: PSF Roof/Live: Balcony: PSF
Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF
S. Were Shear Walls Considered For Structure?Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided7_Yes_Not Applicable Explain Why Not
10. Design Sol) 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 been designed to
comply with the applicable structural 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::
GDP
Signature, Date, and Seal,.
Revised 12/07/2018
Print Name Cert R & CO. Cert Auth.
Company Name & Address
Vic- 3L1C)y Y