1175 ATLANTIC BLVD - GREENHOUSE FOUNDATIONPROJECT DESCRIPTI❑N
NEW GREENHOUSE
APPLICABLE BUILDING CODES
2014 FLORIDA BUILDING CODE
2014 FLORIDA MECHANICAL CODE
2014 FLORIDA PLUMBIMG CODE
FIFTH EDITION FLORIDA FIRE PREVENTION CODE
(BASED ON NFPA 1 FIRE PREVENTION CODE 2012
EDITION & NFPA 101 LIFE SAFETY CODE 2012 EDTION,)
2008 NATIONAL ELECTRICAL CODE
FLORIDA BUILDING CODE, BUILDING
OCCUPANCY: GROUP F-3 - SPECIAL PURPOSE
GREENHOUSE
AREA OF PROPOSED CONSTRUCTION: FIRST FLOOR = 5292 SQ. FT.
CONSTRUCTION TYPE V(B), UNPROTECTED, UNSPRINKLERED.
AGRICULTURAL BUILDING (300 GROSS) 5292 SF / 300 = 18
TOTAL OCCUPANTS = 18
EGRESS WIDTH, FIRST FLOOR: 18 X 0.20 = 3.6" REQUIRED. 72" PROVIDED.
TWO EXITS ARE PROVIDED
INTERIOR FINISHES:
UNSPRINKLERED BUILDING
EXITS AND EXIT PASSAGEWAYS: CLASS A
CORRIDORS: CLASS B
ROOMS AND ENCLOSED AREAS: CLASS C
FLORIDA FIRE PREVENTION CODE,
CHAPTER 40 - SPECIAL PURPOSE INDUSTRIAL OCCUPANCY
GREENHOUSE
PORTABLE FIRE EXTINGUISHER (LS 9.7.4): PER NFPA 10 "STANDARD FOR PORTABLE FIRE
EXTINGUISHERS". SEE PLAN FOR LOCATIONS
TACTILE SIGNAGE REQUIREMENTS:
PROVIDE HANDICAPPED ACCESSIBLE
IDENTIFICATION/TACTILE SIGNAGE AT ALL DOORS WITH
EXIT SIGNS AND RESTROOMS IN COMPLIANCE WITH FBC
11-4.12 (7), FBC 11-4.30.4 & NFPA 101-7.10.13.
SIGNAGE AT EXIT DOORS SHALL BE MOUNTED 60" AFF
ON THE LATCH SIDE. SIGNAGE AT STOREFRONT DOORS
AND FRAMING SHALL NOT EXCEED THE WIDTH OF THE
DOOR STILE OR FRAMING MEMBER.
ATLANTIC BEACH URBAN FARM
1175 ATLANTIC BLVD.
ATLANTIC BEACH, FLORIDA 32233
f S' '- F-10 ;.> *4 - 1 8 e3 cl
REVIEWED FOR CODE COMPLtANCH
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADOITIONAI.
BEQUIREMENTS AND CQNWTiONS
REVIEWED 81F, :!aj 0.0,M L?- t 17
DRAWING INDEX
GREENHOUSE
DWG
NO
DESCRIPTION
C-1
COVER SHEET
Z
ASG -1
ARCHITECTURAL SITE PLAN
AF -1
ARCHITECTURAL FOUNDATION PLAN
S-1
STRUCTURAL CONCRETE FOUNDATION PLAN
A-1
FLOOR PLAN
A-2
ELEVATIONS EAST AND WEST
A-3
ELEVATIONS NORTH AND SOUTH
A-4
SECTION A.A. AND SECTION B.B.
M-1
PLUMBING AND HVAC PLAN
M-2
ROOF DRAIN PLAN
E-1
ELECTRICAL PLAN
PODS -1
POD LAYOUT PLAN
8-2
STRtJCTbRAiL- GLAZING Rt:AN
S-3
STRtJCTtJRAt: GLAZING DETAtt-
OS-1 FOUNDATION DETAILS PE#70791
OS -2 FOUNDATION PLAN PE #70791
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DATE
8-5-15
JOB NUMBER
SCALE
1/411
/4" = 1'-0„
DRAWING NUMBER
cmi
WEST 1ST STREET (50' R/W)
(LB 3e
6' WOOD FENCE ALONG
SIDE PROPERTY LINE
N
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5' SIDE (15' COMBINED)
BUILDING RESTRICTION
LINE
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PICKET FENCE
0' REAR BUILDING
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.41
«' ''" '• 'r '� FT±) TO BE OPEN DURING
I .t: `• ' '_ �``' BUSINESS HOURS AND SHALL
BE OPENED FROM THE INSIDE
,.:.: ,: ,.;. t� .. ,,;: e,.• OF THE FACILITY
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20' FRONT BUILDING N89'40'45 142.73' . a ., S 9'30 47.80
RESTRICTION LINE 'a
CONC s/w • �h4 Ini ..A
A 1111
T i it IN
2' CURB & GUTIER
EXTENT OF SIDEWALK TO REPLACE BEYOND DRIVEWAY ON EACH SIDE IS
BASED ON DISTANCE REQUIRED TO MATCH GRADE WITH 5% MAXIMUM LONG
SLOPE. SAW CUT AT NEAREST CONSTRUCTION JOINT PER FDOT INDEX 310.
SIDEWALK RAMP PER FDOT INDEX 304, DETAIL
CR—F, WITH TACTILE WARNING AT DRIVEWAY
6" WHITE EDGE LINE
STRIPE TO R/W LINE (TYP.)
24" STOP BAR AND 36" STOP SIGN (R1-1) AND "RIGHT
TURN ONLY" SIGN (R3-5) MOUNTED BELOW
ERADICATE EXISTING EDGE LINE AT NEW DRIVEWAY
AND REPLACE WITH 6" WHITE SKIP LINE
A TLANTIC BOULEVARD (STATE ROAD NO. 10)
RIGHT OF WAY VARIES PER FDOT R/W TRANSFER MAP SEC77ON 72100
R
5' SIDE (15' COMBINED)
100%
i
BUILDING RESTRICTION
19.0%
I
M
i
LINE
5.0%
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SURVEYOR'S NOTES
"
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of 1988, (NA VD 88).
UJ
ELECTRIC
Map Revised date : 6-3-13
METER
I
PEDESTAL
ELECTRIC
L.
I
PLANEL
have not been shown hereon.
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ABBREWA TION DEFINI77ON
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`-4' BLACK INSTALL FDOT
ALUMINUM APPROVED INLET
PICKET FENCE PROTECTION
LUSH SIDEWALK WITH TACTILE
WARNING AT DRIVEWAY (TYP.)
12" WHITE CROSSWALK STRIPES AT
6' MIN. SPACING
SAW CUT REMOVE EXISTING DRIVEWAY APRON AND CONSTRUCT
TURNOUT PER FDOT INDEX 515, WITH 6" CONCRETE SECTION AS
SHOWN, 2% MAX. SLOPE TO BACK OF CROSSWALK. INSTALL NEW
SIDEWALK AND RADIUS RETURN PER FDOT STANDARDS.
W
Z
N
W E
S
20 0 10 20
SCALE IN FEET
SITE DATA SUMMARY:
ZONING: CG
REQUIRED BUILDING SETBACKS: FRONT - 201, SIDE - 5' (15' COMBINED), REAR - 10'
MAXIMUM BUILDING HEIGHT = 35'
SITE AREA
BUILDING AREA
CONCRETE PAVEMENT AREA
CRUSHED STONE AREA
REAL ESTATE NUMBERS
= 1.27 ACRES
55,440 SF
100%
= 0.19 ACRES
10,372 SF
19.0%
4
Q
5.0%
= 0.35 ACRES
^
X—X
ASPHALT
O
UJ
of
`-4' BLACK INSTALL FDOT
ALUMINUM APPROVED INLET
PICKET FENCE PROTECTION
LUSH SIDEWALK WITH TACTILE
WARNING AT DRIVEWAY (TYP.)
12" WHITE CROSSWALK STRIPES AT
6' MIN. SPACING
SAW CUT REMOVE EXISTING DRIVEWAY APRON AND CONSTRUCT
TURNOUT PER FDOT INDEX 515, WITH 6" CONCRETE SECTION AS
SHOWN, 2% MAX. SLOPE TO BACK OF CROSSWALK. INSTALL NEW
SIDEWALK AND RADIUS RETURN PER FDOT STANDARDS.
W
Z
N
W E
S
20 0 10 20
SCALE IN FEET
SITE DATA SUMMARY:
ZONING: CG
REQUIRED BUILDING SETBACKS: FRONT - 201, SIDE - 5' (15' COMBINED), REAR - 10'
MAXIMUM BUILDING HEIGHT = 35'
SITE AREA
BUILDING AREA
CONCRETE PAVEMENT AREA
CRUSHED STONE AREA
REAL ESTATE NUMBERS
= 1.27 ACRES
55,440 SF
100%
= 0.19 ACRES
10,372 SF
19.0%
= 0.06 ACRES
2,769 SF
5.0%
= 0.35 ACRES
15,276 SF
27.6%
= 170709-0000, 170710-0000, 170712-0000
PARKING SPACES PROVIDED = 6
PARKING CALCULATION
REQUIRED PROVIDED
1.GREENHOUSE /WAREHOUSE 2 3
1 SPACE / EA 2 EMPLOYEES AT PEAK SHIFT
(4 EMPLOYEES)
2. OFFICE /RETAIL 2.5 3
1 SPACE / 400 SF (1,000 SF)
3. HANDICAP SPACE (1) 1 1
4. SERVICE VEHICLE (1) 1 1
TOTAL
ADA RAMP D ETALS
SCALE: V=10'
' WIDE
ETECTABLE
►ARNING
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STORAGE C C GAL, 350 350 350
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5'-7" 8'-5" 6'-0" 6'-0" 14'-0"
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40'-0"
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DESIGN CRITERIA AND LOADS
Building Code
2014 5th Edition Florida Building Code
Code for Design Loads
ASCE / SEI 7-10
ACI 318-05
Construction Type
NEW
WIND LOADING PER FBC 1603.1.4 (Cd= 1.60)
ASCE 7-10, 3 SEC. GUST
ULTIMATE DESIGN WIND SPEED, Vult 120 mph
NOMINAL DESIGN WIND SPEED,Vasd 93 mph
EXPOSURE CATEGORY D
RISK CATEGORY I
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL. -PRESSURE .COEFF 0.18
MEAN ROOF HEIGHT 20 FT.
RISE—TO-SPAN RATIO, r 0.5 (ARCHED ROOF)
FEMA FLOOD INFORMATION PER FBC 1603.1.7
FIRM MAP, ITEM ID 12031 CO408H
EFFECTIVE DATE JUNE 3, 2013
FLOOD ZONE X — UNSHADED
(OTHER AREAS)
SLAB ON GRADE
SEE PLAN
DETAIL
SCALE: NTS
(1) #5 CONT
CONCRETE AND FOUNDATION NOTES
WIDE x 1
1.
CONCRETE COMPRESSIVE STRENGTH FOR
FOOTINGS= 3,000 PSI AT 28
PATTERN
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SEALANT
2.
CONCRETE COMPRESSIVE STRENGTH FOR
SLAB =' 32000 PSI AT 28 DAYS
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ALL REINFORCING STEEL SHALL BE ASTM
A615 GRADE 60 (UNO).
4.
ANCHOR BOLTS SHALL A307 OR A36 TH
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5.
WELDED WIRE FABRIC SHALL BE ASTM A'85
6.
EARTH AND EARTH FILL SUPPORTING SLABS
ON GRADE IS ASSUMED TO
HAVE A MINIMUM BEARING CAPACITY OF
2,000 psf IN ACCORDANCE WITH
REINFORCING, SEE
FRC 2004 TABLE R401.4.1, AND SHALL BE
FREE OF ORGANIC MATERIAL
AND COHESIVE SOILS. COMPACT THE FILL
IN 12r' LIFTS 'TO AT LEAST
SCHEDULE
95% OF MODIFIED PROCTOR MAXIMUM DRY
DENSITY. IT IS THE OWNER'S
& TG
OR CONTRACTOR'S RESPONSIBILITY TOC
NFIRM THESE ASSUMPTIONS.
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CONCRETE FLOOR SLABS ON GRADE SHA
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AS REQUIRED
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R CONCRETE COVER.
TERMITES.
8.
TO CONTROL CRACKING, CUT 1" SAWCUT
IN THE SLAB AS SHOWN
FOOTING
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CONTACT EOR FOR
ALTERNATIVE METHODS.
9.
DO NOT SCALE FOOTING DIMENSIONS AND
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B 3'-0" x 3'-0" x 1).-6)), DEEP FOOTING
W/(4) #5 EACH WAY, BOTTOM
CALCULATIONS:
THIS FOUNDATION DESIGN WAS BASED
UPON "STRUCTURAL CALCULATIONS FOR
ATLANTIC BEACH URBAN FARMS, LLC"
SIGNED BY MICHAEL SPURRIER, P.E., OF
ROUGH BROTHERS, INC. (RBI), AND
DATED OCTOBER 31, 2014.
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PE # 70791
08/03/2015
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REVIEWED:
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REVISIONS DATE
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ANDRES F. LOPERA
PE # 70791
08/03/2015
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SUBDIVISION:
LOT NO.:
FLOOR PLAN:
DESIGNED:
AFL
REVIEWED:
AFL
REVISIONS DATE
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ANDRES F. LOPERA
PE # 70791
08/03/2015