HomeMy WebLinkAboutCertification for Design Load ComplianceProject Name:
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553
Certification for Design Load Compliancy"*'
Cox Residence L,Ij
Ias
Project Address: 123 Queen Frederika Ct, N Hutchinson Island, FL
Permit #: Occupancy Type: R-3 Construction Type: V-13
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 pe it appIRPffi@@ i Wmg the fpRowing:
o New Residences (single or multi -family)
o Residential Addition DEC 23 2019 1
o Any accessory structure requiring a building permit
o Any non-residential structure. ST. Lucie County, Permitting
* 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 Residential 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 _III _IV Exposure Category: _B X C _D
4. Design Wind Velocity 160 mph X ASD _LRFD 'End Zone Width: 5.18 ft
5. Mean Roof Height 15.83 ft Roof Pitch: --> :12 Parapet: --� ft (See Sh 2 or 3)
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings)
Zone 1: --> Zone 2: --> Zone 3: --> Zone 4: --> Zone 5: --> Garage: --> (See Sh 3)
7. Design Loads: Floor: 55 PSF Roof/Dead: --' PSF Roof/Live: 20 Balcony: ss PSF (See Sh 5)
Dock: 40 PSF Deck: 55 PSF Stairs: 40 PSF Fence: N/A PSF Railings: 50 plf PSF
R. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not:
9. i Is A Continuous Load Path'Provided? X Yes _Not Applicable Explain Why Not
10. Design Soil Bearing Pressure: 2000 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: -
Steve Kastner, PE 39528
Print Name Cert # & Co. Cert Auth.
Kastner Engineering, LLC
DEC 01 Nig
Signature, Date,: and Seal 5320 Florida Palm Ave, Cocoa, FL 32927
Company Name & Address
Revised07/25/2614
Residential Standard Calculation
an 1997 RECEIVED
n+a.
Version 2011 L
STEP 1 Article 220.42 & 220.52
r" w
ears HIV 2304 General Lighting load
6,912 VA
6 Small Appliance
9,000VA
[ST�
1 Laundry circuit
1,500 VA
tc cJe County, Pom
Gen. Lgt, Sm App.& Laun. Load
17,412 VA
- - - -------A
Residence
of rt Control Services
1;07 SW Biltmore St
PSL, FL, 34983
Telephone & Fax
3,000 VA @ 100%= 3,000 VA
14,412 VA @ 35%= 5,044 VA
VA @ 25% = VA
STEP 2 Article 220.50 & 220.51 RI General Lighting Demand Load 8,044 VA
A/C Condenser & Fixed Electric Space Heating CITY Total 1
FAIC VA AHU 1Fw- 11,600 VA Iry Heating Load 11,600 VA VA AHU 2 VA CU Load VAVA AHU 3 VA VA AHU4VA Greater of Heat@ 100%vs.A/C@100% 11,600 VA
VA AHU5 VA
°
STEP 3 Article 220.53 Appliance Demand Load 23,558 VA
•503vA 1 Water Heater 4,500 VA
!A00VA . 2 Refrigerator 2,800 VA Dryer Demand Load 5,000 VA
ecovA _- Freezer VA
+.owvA V 1 Dishwasher 1,030 VA Range Demand Load 6,400 VA
6sm . 1 Disposal 690 VA
aoovA V R I Hood VA Service Demand 54,602 VA
11MVA 1 Microwave 1,630 VA
❑ 4000vA '. Microwave VA Demand Load 228 A
M)VA ,. Mini Refrig VA
❑ p4WVA Wine ClrVA Neutral Demand 91A
v Insta Hot VqvA _ Ironing Center VA Min.Service Req. 250 A
❑ ;.I. V Jacuzzi Tub VA -
❑ --- -- - _ .: Sprinkler Pump 1,127 VA Min. Feeder size 410
❑ Wen w Well Pump VA Min. Neutral size 3
Selen Fountain Pump VA Eq. Grding Cond. 4
lat . Elevator VA ❑ Copper
Pool Equip. Panel 14,725 VA 100 % Demand
❑ GATES VA No Demand
❑ Other load VA No Demand Total Appliance Load 26,502 VA
4 or more demand @ 75% plus 100% demand loads 23,558 VA
STEP 4 Article 220.54
Electric Clothes Dryers 5,000 VA
STEP 5 Article 220.65
Electric Ranges Cal C demand 8000 1
or Number of appliances 1
Cooktop Col B demand
❑ check Box for Gas Range Cooktop Col B demand
Oven(s) 8,000 W Col B demand
Oven(s) Col B demand
Number of appliances 1 Dem. Factor 80%
Cooktop & Oven Demand Load 6,400 W
Pool Panel Feeder Calculation
Continuous Motors
Non -continuous
Spa heater 11 kVA
Pool heater 3.5 ton
Pool heater 5 ton
Pool Light eeiea `1
Blower f.5 hp '.,,
other load
other loatl
❑ Min.Co er Pool Feeder
(See Note)
2,300 ......
0 ... ..
0 ...
1
0 ......
2300 ❑ 24ov
0 ❑ 240v
0 ❑ 24ov
# 6 AWG
A
B
N
1150
1150
0
0
0
0
0
0
0
0
5063
5063
0
0
0
1150
1150
0
0
0
0
i 0i
0
0
61 Al61
A
A
Minimum Panel Rating
100A
Phase Amperes
Neut. load
Continuous
Motors
1.5 hp ..❑
24ov
eekn ❑
240v
eelen .. ❑
24ov
seten '-il ❑ 240v
Non -continuous
Motors
:elect :.
0 24ov
=elect
141
❑ 240v
sekn
�-
❑ 240v
S,;-;
�
❑ 24w
.eat
❑ 240v
0.0 Motor Neutral Load
Max.Unbalanced Neutral Load