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LOT 16
(VACANT)
BUILDING INFORMATION:
2017 FLORIDA BUILDING CODE
BUILDING AREA:
STORAGE 4,000 S.F.
TOTAL BUILDING AREA 4,000 S.F.
GROUP: GROUP S-2 LOW HAZARD STORAGE
OCCUPANT LOAD PER TABLE 1004.1.2
4,000/300 =13.3
TOTAL OCCUPANT LOAD
CONSTRUCTION TYPE: TYPE IIB
ALLOWABLE AREA PER TABLE 503:
GROUP S-2 LOW HAZARD STORAGE 26,000 S.F.
BUILDING IS NON-SPRINKLERED
REQUIREMENTS FOR AREA OF IMPROVEMENTS
REQUIRED NUMBER OF FIXTURES ARE PROVIDED IN
THE EXISTING OFFICE AND ARE WITHIN 230' FROM
THE PORPOSED STORAGE BUILDING
REQUIRED EXIT WIDTH 72"
PROVIDED EXIT WIDTH PROVIDED 1920"
REQUIRED NUMBER OF EXITS 2
PROVIDED NUMBER OF EXITS 8
REQUIRED ADA CORRIDOR WIDTH 42"
PROVIDED ADA CORRIDOR WIDTH 60"
TRAVEL DISTANCE ALLOWED 200'
TRAVEL DISTANCE PROVIDED 32'
rchitectonic Inc
6 DELAWARE AVENUE
)RT PIERCE, FLORIDA 34950
772 460 7751
772 460 4244
W W.ARCH[TECTONICINC.COM
'ATE REG # AA26003348
HT 2020
ARENAMAA
ST. LUCIE COUNTY, FLORIDA
ENT
TANTS
STRATION
V ,V�
4K •'
c�r2ED A�'
MICH s%'EIIA
AR96898
Certification for Desian Load Compliance
ARCHITECT
Architectonic Inc
A
e
FOUNDATION SCHEDULE
FOUNDATION DESIGN IS BASED UPON METAL REACTIONS BY
METALLIC BUILDING COMPANY JOB # 17-B-78914 DATE 10-5- 0
WITH AN ASSUMED SOIL BEARING CAPACITY OF 2000 PSF-
S-1 6" (3000 PSI ) POURED CONCRETE SLAB WITH 6X6X10 10
WELDED WIRE MESH REINFORCING ON .006 MIL. VAPOR BEARIER
OVER CLEAN COMPACTED TREATED FILL.
F-1 12" DEEP X 16" WIDE MONLTIHIC FOOTING WITH 2 #
BARS CONTINUOUS.
F-2 7'-6" SQUARE X 2'-0" DEEP PAD FOOTING WITH # 5 BARS
AT 6" O.C. EACH WAY BOTTOM AND # 5 BARS @ 12" O.C.
EACH WAY TOP.
NOTE:
ANCHOR BOLTS SHALL BE ALL THREAD WITH 2" DIA. WAHER AND NUT
AND A MINUMUM OF 22" LONG
M
NEERE➢7
RUCTURE
fNS
P,.r-E1,7,> of
ti oPrt
CHEDULE
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN, FIBER STRESS VALUE,
2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P,S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 38" MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A
MINIMUM OF 95% MODIFIED PROCTOR VENSITY.
6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES
OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE.
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1. DESIGN CODE: Florida 4Vr4d/ Edition 0 supplements using ASCE 7-10
2. Structure Design is: -� Enclosed -_ Partially Enclosed Open Building
3. Risk Category: �I �II _III _ " p_B t C _D Adjustment coefficient L
4. Design Wind Velocity tOOmph _ASD —LRFD End Zone Width 4 ft.
5. Mean Roof Height: eft. Roof Pitch: _A_,12 Perapet uft, —
r
6. Components & Cladding Design Pressure used. (PSF, based on Actual sq. ft @ Tap 'MRH (worst case)
Zone 1:-31'y, Zone 2:-4^,y Zone 3:- 7Z,G.Zone 4:- 3%SS Zone 5:-siJrl Garage: J14
7. Design Loads: Floor: 7S PSF Roof/Dea0=Ln PSF Roof/Live Zo PSF Balcony: _PSF
Dock: —PSF Deck: `.._ PSF Stairs: __ PSF Fence: _ PSF Railing: PSF
8, Were Shear Walls Considered for Structure? _`- Yes _Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? Z Yes —Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 P.S.F.
Z1�/E�/nTtcary
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806 DELAWARE AVENUE
FO T PIERCE, FLORIDA 34950
T: 7 2 460 7751
F: 7 2 460 4244
WW N.ARCHITECTONICINC.COM
STATE REG # AA26003348
CO YRIGHT 2020
RENAMAX
LUCIE COUNTY, FLORIDA
e
CONSULTANTS
IONS
DATE
PLAN
SF EET TITLE / SHEET NUMBER
�2
P OJECT NUMBER r Z pp a'_4
DATE to %Z8 /Lo2D _
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