HomeMy WebLinkAboutFLOOR PLANPlanning& Development Services Department
® Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 —(772) 462-1553
Certification for Design Load Compliance
Project Name: MELISSA 2
Project Address: TBD
Permit#: Occupancy Type: R Construction Type: V
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 mute -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 # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Building Code 202076 Edition with 20 _Supplements using ASCE 7-16
2. Structure Designed as (check one): X Enclosed _ Partially Enclosed Open
3. Risk Category: _ I X 11_ III IV Exposure Category: X B_ C_ D
4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 it
5. Mean Roof Height: 15 it Roof Pitch: 6 :12 Parapet: N/A it
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
16.0 16.0 16.0 27.6 27.6 26.9
Zone 1: -25.3 Zone 2: -44.0 Zone 3: -65.1 Zone 4: -30.0 Zone 5: -37.0 Garage: -35.6
7. Design Loads: Flow: N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony:_ N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED
8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not:
10. Design Sal Bearing Pressure: 2500 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:
Paul Welch P.E. 29945 / 5115
Print Name Cert# & Co. CertAuth.
Paul Welch Inc.
ON PLAN 5/20/21
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
Company Name & Address
SLLCL)V Form # U20-12 Revised 3/1S/12 IJSI
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LRML SCHEDULE
LNTEL LENGTH/TYPE SAFEAPPLIED SA` APPLIED COMPOSITE
ND. GRAVITY Gk&VITY Uk UPPLL BEAM
LOAD LOAD Lt
I71-4" MR" puucTPPQ.Q ~n 1 11-14 ')An I Z;' 100 8F201B-1T —�
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PAU1- WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH P.E.
FLA REG N0.29945
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NOTES:
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS.
4) ALL CONSTRUCTION MUST COMPLY. WITH THE FLORIDA BUILDING CODE
(FBC) 2020, FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020
MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION, AND THE NEC (NFPA
70) 2017 EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY
HEAVY TERMITE INFESTATION AREA PER FRC 301.
6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.C.
2020 FOR EXISTING BUILDINGS.
DOOR/WINDOW SCHEDULE
1 (37 "" W X 63" H) (DBL) SH25 WINDOW
2 (37 4" W X 63" H) SH25 WINDOW
3 (37 4" W X 38 8" H) SH23 WINDOW
4 (27 a" W X 26" H) SH1A2 WINDOW
5 3080 S.C. DOOR W/ (1) 12" SIDELITE
6 8080 SLIDE GLASS DOOR
7 16080 OVERHEAD GARAGE DOOR
A 2880 SOLID CORE 20 MIN FIRE RATED DOOR
B 2880 H.C. INTERIOR DOOR
C 2080 H.C. INTERIOR DOOR
D 2680 INTERIOR DOOR
E 6080 BI-F OLD DOOR
F 2080 H.C. SWING DOOR
G 3480 CASED OPENING
H 3080 CASED OPENING
J 2680 H.C. INTERIOR DOOR (SWING)
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTS #5b-SF-.149& Well #
Dt'te:-h 3,1
Reviewer b , —
TABULATIONS
LIVING:
2,148 SQFT
COV. PORCH:
212 SQFT
ENTRY:
139 SQFT
GARAGE:
512 SQFT
TOTAL:
3,011 SQFT
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PAUL WELCH INC.
MECHANICAL ELECTRICAL CIVIL ENGINEERING
1984 S.W. BIL TMORE ST. SUITE #114
PORT ST. LUCIE FL 34984
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