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Home My WebLink AboutCERTIFICATION FOR DESIGN LOAD COMPLIANCEr bUAINlvw BY St Lucie County Planning • Buil 2300 Virginia A% Development Services Department g &.Code Regulations Division ue, Fort`ierce, FL 34982 - (772) 462- Certification folr Design Load Compliance Project Name: Landers Residence Project Address: Parcel I D 252934300030102 Permit #: INSTRUCTIONS FOR USE: • This certification must be completed, signed, a • Submit (2) copies for residential, (3) copies for o New Residences (single or multi-famil o Residential Addition o Any accessory structure requiring a bi o Any non-residential structure. * Note: Form not required for interior renovation! certain minor building permits at the discretion of I DESIGN PARAMETERS AND ASSUMPTIONS USED: 1. DESIGN CODE: Florida Z d 1 7 Code 2. Structure Designed as (check one): V"'Encl 3. Risk Category:- _I ✓Il ,III _ IV 4. Design Wind Velocity / 7,d__mph 5. Mean Roof Height 38. 83 ft 6. Components & Cladding Design Pressures Use( Zone 1: 11�_O. 9+ Zone 2: FB, ` ? Zone 3: ( 7. Design Loads: Floor: 4-0 PSF Roof/De Dock: N/14 PSF Deck: PSF Stairs: 8. Were Shear Walls Considered For Structure? -RECEIVED MAY 10 2010 3, ST. Lucie County, Permitting ncy Type: 2 - 3 . Construction Type: V sealed by the design professional of record. nmercial with all permit applications involving the following: Iding permit provided that no exterior structural elements are affected and ie local building official. Contact the # above for questions. ;complete all that apply) :fifth Edition with 20,L_Supplements.using ASCE 7-10 sed Partially Enclosed _Open Exposure Category: _B _C ASD LRFD End Zone Width: 4. & ft Roof Pitch: S :12 Parapet: 14 A, ft (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): (8. 4 Y Zone 4: -5-17 r Zone 5: 72.3 Garage: -r Z. 7 d: Z X" PSF Roof/Live: 3 o Balcony: 40 f-+- PSF i4C.,t-PSF Fence: PSF Railings: 7-00 * paf t,,,,.T(irRat� es _Not Applicable , Explain Why Not: ?-PAP 9. Is A Continuous Load Path Provided? V Yes I Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: PSF Soil Test Reports Submitted? 6000' Yes I certify that, to the best of my. knowledge and bel comply with the applicable structural portions of t County. I also certify that structural elements depi forces specified: i4 .�^ .J h Print Ni Si ature, Date, and Seal 40 Revised 07/25/2014 the attached plans & specifications have been designed to building codes currently adopted and enforced by St. Lucie ad on these plans provide adequate resistance to the design ES 00skou...0- Pe 2-03rl ie Cert # & Co. Cert Auth. S5 J?us Lawse_ T"C_ GA--0.L Z? 5G�� 1*% A�h. ta.-t' s1. -5 —M E 15 T F34z�� t Name V ZONE DESIGN CERTIFICATE Name Policy Number (Insurance Co. Use) Building Address or Other Description Permit No, City State Zip Code SECTION 1: Flood Insurance Rate Map (FIRM) Information Community No. —Panel iNo. Suffix FIRM Date FIRM Zone(s) SECTION II: Elevation Information Used for Design [NOTE: This section documents 'elevations used in the design — it does not substitute for an Elevation Ce►tiricate.] 1. Elevation of the Bottom of Lowest Horizontal.Structural Member ................................. •••••••••••••••••••• feet (NAVD88) 2. Base Flood Elevation ().....................:............................I......................... feet (NAVD88) 3. Elevation of Lowest Adjacent Grade i...•................. ........ feet (NAVD88) 4. Approximate Depth of Anticipated Scour/Erosion used for Foundation Design ............... feet (NAVD88) 5. Embedment Depth of Pilings or Foundation Below Lowest Adjacent Grade .................. ------ (NAVD88) SECTION III: V Zone Design Certification Statement [NOTE. This section must be certified by a registered engineer or architect] I certify that: (1) 1 have developed or reviewed the structural design, plans, and specifications for construction and (2) that the design and methods of construction to be used are in accordance with accepted standards of practice for meeting-thi- following provisions: • The bottom of the lowest horizontal structural -member of the lowest floor (excluding piles and columns) is elevated to or above the BFE; and • The pile and column foundation and. structure attached thereto is anchored to resist flotation, collapse, and lateral movement due to the effects of the wind and water loads acting simultaneously an all building components. Water loading values used are those associated with the base flood. Wind loading values used are those required by the applicable State or local building code. The potential for scour and erosion at the foundation has been anticipated for conditions associated with the base flood, including wave action. SECTION IV: Breakaway Wall Design Certification Statement [NOTE. This section must also be certified by a registered engineer or architect when breakaway walls 'exceed a design safe loading resistance of 20 pounds per square footj I certify that (i) I have developed or reviewed the structural design, plans, and specifications for construction and (2) that the design and methods of construction to be used for the breakaway walls are in accordance with accepted standards of practice for meeting the following provisions: • Breakaway wall collapse shall resuft from a water load less than that which would occur during the base flood; and • The elevated portion of the building and supporting foundation system shall not be subject to collapse, displacement, or other structural damage due to the effects of wind and water loads acting simultaneously on all building components (wind and water loading values to be used are defined in Section 111). SECTION V: Certification and Seal This certification is to be signed and sealed by a registered professional engineer or architect authorized by law to certify structural designs. / certify the V Zone Design Certification Statement in Section ttl�and the Breakaway Wall Design Certification Statement in Section IV (if applicable). Certifier's Company Name License Number Address !City State ZIP i Signature Date Telephone Place Seal Here,