1175 ATLANTIC BLVD REVISED G.H. found dwgsDESIGN CRITERIA AND LOADS
Building Code
2014 5th Edition Florida Building Code
Code for Design Loads
ASCE / SEI 7-10
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 COE:FF 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
1
1.
CONCRETE COMPRESSIVE STRENGTH FOR F
OTINGS= 3,000 PSI AT 28
PATTERN
DAYS (UNO).
SEALANT
2.
CONCRETE COMPRESSIVE STRENGTH FOR SAB
=� 3,000 PSI AT 28 DAYS
Qm-
(UNO).
3.
ALL REINFORCING STEEL SHALL BE ASTM A615
GRADE 60 (UNO).
4.
ANCHOR BOLTS SHALL A307 OR A36 THRE
DED RODS
5.
WELDED WIRE FABRIC SHALL BE ASTM A18
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6.
EARTH AND EARTH FILL SUPPORTING SLAB
ON 'GRADE IS ASSUMED TO
HAVE A MINIMUM BEARING CAPACITY OF 2,
00 psf IN ACCORDANCE WITH
FRC 2004 TABLE R401.4.1, AND SHALL BE
FREE OF ORGANIC MATERIAL
AND COHESIVE SOILS. COMPACT THE FILL
IN 12" LIFTS TO AT LEAST
95% OF MODIFIED PROCTOR MAXIMUM DRY
DENSITY. IT IS THE OWNER'S
OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM
THESE ASSUMPTIONS.
7.
CONCRETE FLOOR SLABS ON GRADE SHALL
BE INSTALLED OVER A
MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER.
WITH JOINTS LAPPED 6"
AND SEALED OVER CLEAN, COMPACTED EAF
TH OR FILL WITH APPROVED
CHEMICAL SOIL TREATMENT FOR PREVENTIO
OF SUBTERRANEAN
TERMITES.
8.
TO CONTROL CRACKING, CUT 1'2 SAWCUTS IN
THE SLAB AS SHOWN
WITHIN 12 HOURS OF CONCRETE PLACEMENT.
CONTACT EOR FOR
ALTERNATIVE METHODS.
9.
DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS
FROM THE
FOUNDATION PLAN.
STEEL COLUMN
BY OTHERS
1/8 It
WIDE x 1
it DEEP SAWCUT
IN 16'-0" x 16'-0"±
GRID
PATTERN
w/ELASTOMERIC
SEALANT
STEEL COLUMN
BY OTHERS AND EPDXY
ANCHOR BOLTS PER RBI
PLAN.
1/2 it EXP. JOINT_
FILLER, SEE PLAN
c' "g ON GRADE.-
PLAN
d-............................. x :..,�y.................
:........... .. -
...............
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:.....:...........•••••.
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(2) #5 TOP & BOT. w/#3 TIES CONTINUOUS
GRADE BEAM REINFORCING.
SPACE #3 TIES @ 24" O.C.
DETAIL
SCALE: NTS
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& FTG
SL�
FOUNDATION KEYNOTES:
A 5'-0" x 5-0" x V-6" DEEP FOOTING
W/(6) #5 EACH WAY, BOTTOM
3'-0" x 3'-0" x V-6" DEEP FOOTING
B 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..
COL.
& FTG
V
NON—SHRINK GROUT BELOW
� STEEL BASE PLATE WITH
� LEVELING NUTS AND'
j CHAMFERED EDGES
SL�
....-------------- FOOTING SIZE &
v
3" CLR, REINFORCING, SEE
TYP COL. SCHEDULE
ac r i
INCREASE OOTING THICKNESS
AS' REQUIRED BENEATH BOLTS
TOMAINTAIN MINIMUM 3"
CLEARCONCRETE COVER.
TYPICAL INTERIOR FOOTING
DETAIL
SCALE: NTS
GRADE BEAM
LONGITUDINAL
BARST\
36" LAP
I I
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CORNER SPLICE BARS SAMESIZE & QUANTITY ASLONGITUDINAL REINF. I
BARS I I
I
REF. ER TO SECTIONS & DETAILS
FOR REBAR SIZE & QUANTITY �� I
PLAN: REINFORCING IN CONCRETE
RFonn !`(1RNIFRC
DETAIL
CALE: NTS
STEEL COLUMN
BY OTHERS AND EPDXY
ANCHOR BOLTS PER RBI
PLAN
VARIES: SEE PLAN
SLAB ON GRADE.
SEE PLAN
(2) #5 TOP &BOT. w/#3 TIES CONTINUOUS
GRADE BEAM REINFORCING.
SPACE #3 TIES @ 24" O.C.
DETAIL
SCALE: NTS
STEEL COLUMN
NOT SHOWN.
TRENCH DRAIN BY
OTHERS
SLAB ON GRADE.
SEE PLAN
(2) #5 BOT. --"
w/#3 TIES @ 24" O.C. MIN
(2) #5 TOP &BOT. w/#3 TIES CONTINUOUS
GRADE BEAM REINFORCING.
SPACE #3 TIES @ 24" O.C.
DETA11L
SCALE: NTS REVISION
BP# ! S' Fo'��—
DATE Z'� !
SIGNEO `fit b
L
GRADE BEAM REINFORCMENT NOT SHOWN.
I \
SLAB ON GRADE.—N,,,,,,VARIES. SEE PLAN
\
SEE PLAN
FOR FOOTING SIZE AND
REINFORCEMENT.
DETAIL
SCALE: NTS
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STEEL COLUMN
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SLAB FOR BREEZEWAY
5'-0"
12'-0"
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12'-0"
EL. 9.75 FT.
L
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STEEL COLUMN, BASE
PLATE AND ANCHOT
BOLTS BY OTHERS.
TYP
L --J L --J
SIDEWALK: 4" CONC. SLAB ON
GRADE W/6x6—W1.4xW1.4 WWF
OVER 6 MIL VAPOR BARRIER, ALL
OVER TERMITE TREATED,
COMPACTED CLEAN FILL. SEE
1/S-1 FOR CRACK CONTROL
JOINT DETAIL.
..........
s.
12'-0"
EL. 9.75 FT.
SJEEL COLUMN, BASE
PTE AND ANCHOT
BVS BY OTHERS.
4�
85'-4'0
12'-0"
to
12f — 0
Efu
7 8
2
zi
0 1- 8
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12'-0" 11 12'-0"
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EARTH FILL
SLOPES TO TRENCH
DRAIN, SEE ARCH
TYP, 6
SLP 9
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S-1 EL. 9.75 FT.
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FOUND ATION PLAN
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SJEEL COLUMN, BASE
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12'-0"
to
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SLP
EARTH FILL
SLOPES TO TRENCH
DRAIN, SEE ARCH
TYP, 6
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S-1 EL. 9.75 FT.
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FOUND ATION PLAN
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TRENCH DRAIN BY
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TRENCH DRAIN BY
OTHERS.
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SHEET NO.:
Structural
Plans
JOB NO.:
15 52
SUBDIVISION:
LOT NO.:
FLOOR PLAN:
DESIGNED:
AFL
REVIEWED:
AFL
REVISIONS DATE
DETAIL 3 9/6/15
A NEW R4WA
9/6/15
SON .
5
r.
X.
ANDRES F.LOPERA
PE # 70791
09/08/2015
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SHEET NO.:
Structural
Plans
JOB NO.:
15 52
SUBDIVISION:
LOT NO.:
FLOOR PLAN:
DESIGNED:
AFL
REVIEWED:
AFL
REVISIONS DATE
DETAIL 3 9/6/15
A NEW R4WA
9/6/15
SON .
5
r.
X.
ANDRES F.LOPERA
PE # 70791
09/08/2015