13-122(2)-008GENERAL NOTES
1) ALL POURED IN PLACE CONCRETE FILL CELLS TO BE 3000 PSI AT 28
DAYS MIN.
2) ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDING" (ACI- 301 -05) 4 'BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318 -05).
3) NO ADMIXTURES PERMITTED WITHOUT WRITTEN APPROVAL OF ENGINEER
4) FOOTING SIZES AND REINFORCEMENTS BASED ON ALLOWABLE SOIL
BEARING CAPACITY OF 3000 PSF. TAKEN FROM "SOIL REPORT" MADE FOR
.....I ................. I ..... .. DATED ON ........... . .... I ................... I....... COMPACT BOTTOM OF
EXCAVATION WITH MEDIUM DUTY VIBRATORY ROLLER WITH A MINIMUM OF 3
OVERLAPPING PASSES.
5) COMPACT INTERIOR FILL TO 95% OF MODIFIED PROCTOR MAXIMUM DRY
DENSITY AS PER ASTM D -1557 AT OPTIMUM MOISTURE CONTENT.
(o) PRIOR TO CONSTRUCTION PROVIDE TERMITE PROTECTION TREATMENT TO
SOIL IN ACCORDANCE WITH "NATIONAL PEST CONTROL ASSOCIATION"
STANDARDS.
-I) PROVIDE CLEANOUTS OPENING AT THE BOTTOM OF REINFORCED MASONRY
CELLS THAT ARE BEING FILLED TO ENSURE THAT THE CELL IS FILLED.
PROVIDE WEEP HOLES AT 1/3 AND 2/3 OF SPAN.
8) THE SUBSURFACE SOIL PROFILES AT THIS PROJECT SITE SHALL BE
IMPROVED BY PROPERLY PROGRAMMED APPLICATIONS OF DYNAMIC
PRE - COMPRESSION TREATMENT OR A SIMILAR ACCEPTABLE TECHNIQUE, TO
BE IMPLEMENTED UNDER THE DIRECTION OF A QUALIFIED GEOTECHNICAL
ENGINEER, AS TO ACHIEVE THE REQUIRED DEGREE OF IMPROVEMENT AND
DESIGN SOIL BEARING CAPACITY.
9) THE GEOTECHNICAL ENGINEER RESPONSIBLE FOR THE GROUND
IMPROVEMENT APPLICATIONS SHALL ISSUE A PROFESSIONAL CERTIFICATION
FOR EACH INDIVIDUAL BUILDING OF THIS PROJECT, ATTESTING TO THE
SATISFACTORY FOUNDATION SOIL CONDITIONS AND THE ACHIEVEMENT OF THE
DESIGN BEARING VALUE BEFORE CONSTRUCTION IS ALLOWED TO COMMENCE
FOR ANY BUILDING.
10) ALL REINIR STEEL SHALL CONFORM TO A.S.T.M. A -615 GRADE 60.
REINFORCING STEEL SHALL BE DETAILED AND FABRICATED ACCORDING TO
THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED
CONCRETE STRUCTURES" LAP CONTINUOUS REINFORCING A MIN. OF 30" IN
BEAMS 36 BAR DIAMETERS IN SLABS. HOOK ALL DISCONTINUOUS TOP
REINFORCING. PROVIDE AT ALL BEAM CORNERS 2*5 60" LONG BENT BARE.
11) PROVIDE 2S X 48" DIAGONAL BARS AT ALL SLAB CORNERS OF OPENINGS
LARGER THAN 15 ".
12) CLEAR COVER FOR REINFORCING SHALL BE:
FOOTINGS : 3' SLABS: 3/4"
BEAMS /COLUMNS : 1 1/2" FORMED FACES IN CONTACT WITH EARTH : 2"
UNFORMED FACES : 3"
13) STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN
ACCORDANCE WITH THE LATEST A.I.S.C. STEEL CONSTRUCTION MANUAL AND
SHALL CONFORM WITH THE LATEST A.S.T.M. SPECIFICATIONS, BOLTS SHALL
CONFORM TO A.S.T.M. A325, ANCHOR BOLTS SHALL CONFORM TO TO A.S.T.M.
A30 -1. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS.
14) CONTRACTOR SHALL SUBMIT 1 BLUEPRINT AND 1 REPRODUCIBLE SET OF
SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO THE
FABRICATION OR ERECTION OF ALL REINFORCING AND STRUCTURAL STEEL
COMPONENTS.
15) CONTRACTOR SHALL WORK THE STRUCTURAL PLANS IN CONJUNCTION WITH
THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS.
16) CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ADJACENT
STRUCTURES, STREETS, AND SIDEWALKS DURING EXCAVATION AND
CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD.
SHOULD A DISCREPANCY BE FOUND STOP WORK IMMEDIATELY AND NOTIFY
ARCHITECT. WORK CANNOT PROCEED UNTIL ARCHITECT GIVES HIS WRITTEN
AUTHORIZATION TO DO SO.
11) THE USE 01= A SCALE TO OBTAIN DIMENSIONS NOT SHOWN ON THE PLANS IS
STRICTLY FORBIDDEN. THE ENGINEER WILL NOT BE RESPONSIBLE FOR
ERRORS RESULTING FROM SUCH ACTIONS,
18) CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO EXCAVATION.
19) USE CONCRETE MASONRY UNITS CONFORMING TO A.S.T.M. CgO:
DESIGN F'm =1900 P.S.I. WHERE ANCHOR BOLTS ARE SET IN MASONRY WALL,
FILL BLOCK CELLS WITH GROUT FOR BOLTED COURSE ADD ONE GROUTED
CELL ABOVE AND TWO GROUTED CELLS BELOW ANCHOR ELEVATION.
20) GROUT USED IN THE WORK SHALL CONFORM TO ASTM C4716 WITH A SLUMP
MIX OF 8" TO 11 ", PROVIDE CLEANOUTS AND INSPECTION HOLES AT FILLED
CELLS AT BOTTOM COURSE. ALL MORTAR SHALL CONFORM WITH ASTM C210.
21) POUR GROUT IN LIFTS NOT TO EXCEED 8'.
22) GROUT USED IN THE WORK SHALL OBTAIN A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI IN 28 DAYS. GROUT SLUMP REQUIRED ----- 8' TO 11
PROVIDE CLEANOUTS POLES AT TOP, MIDDLE AND BOTTOM OF FILLED CELL.
23) THE FOUNDATION HAS BEEN DESIGNED BY RATIONAL ANALYSIS SO THAT
THE PRESSURE DUE TO THE COMBINED DEAD LOAD, LIVE LOAD, AND WIND
LOADS (ECCENTRIC OR OTHERWISE) DOES NOT EXCEED AN ALLOWABLE SOIL
BEARING VALUE (3000 PSI=).
24) THIS ENGINEERED MASONRY SYSTEM HAS BEEN DESIGNED IN
ACCORDANCE WITH A.G.I. 530.1 -05 AND 530 -05, A.S.C.E. 5 -05 AND (0-05, T.M.S.
402 -05 AND 602 -05 AND THE LATEST FBC 2010 EDITION 4 2009
SUPPLEMENT. - f 'm =1,500 PSI.
25) ALL SPECIFIED MATERIALS AND CONNECTORS CAN BE SUBSTITUTED WITH
EQUAL OR BETTER, WITH THE APPROVAL OF ENGINEER OF RECORD.
2(o) ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE No. 2 OR BETTER.
MINIMUM BENDING STRESS, Fb = 1,200 PSI. YOUNG'S MODULE, E = 1,500,000 PSI.
STRUCTURAL DESIGN CRITERIA
1) ALL CODES AND SPECIFICATIONS SHALL BE LATEST EDITION AT TIME OF PERMIT.
APPLICABLE CODES:
A: FLORIDA BUILDING CODE 2010 EDITION 4 200'3 5UPPLEME T.
B: A.C.I. 318 -05 REINFORCED CONCRETE
C. REINFORCED MASONRY BY A.C.I. 530.1 -05 AND
THE MASONRY DE51GNERS GUIDE B S., A..C.E.IN�
D: WIND ANALYSIS AND DESIGN PER .S.C.E. -
2) WIND LOAD CRITERIA:
BASED ON ANSI /ASCE 1 -10, 8,4510 WIND ELOCIT 17(o MPH,
OCCUPANCY CATEGORY II EXPOSURE 'G ". TANCE FACTOR 1.0,
ENCL05ED BUILDING INTERNAL PRESSURE COEFFICIENT = 10.18
3) WIND NET UPLIFTS: ARE AS INDICATED ON PLANS
4) ROOF DESIGN LOADS:
DEAD LOADS:........... 25 P5F
LIVE LOADS: -.- 30 PSF
REINF=ORCING STEEL fy = 60,000 P.S.I. f5 = 24,000 P.S.I. Es = 29,000,000 P.5.1.
Em = 1,350,000 P.5.1, N = E5 /Em = 21.48
ALL BLOCK 8' A.S.TM. C-90 HOLLOW UNIT MASONRY DESIGN f'm = 1,500 P.S.I.
GROUT SHALL COMPLY WITH A.5.T.M. 0416, 28 DAYS MIN, COMP. STRENGTH = 3,000 P.5.1.
GROUT SLUMP REQUIRED - - - -- 8" TO 11" PROVIDE CLEANOUT HOLES AT TOP, MIDDLE
AND BOTTOM OF FILLED CELL.
MORTAR SHALL COMPLY WITH A_S.T.M. 210
MORTAR SLUMP REQUIRED - - - -- 5" TO 8' TYPE AS PER F.B.G. 2010 EDITION
CONTRACTOR TO CONSOLIDATE GROUT LIFTS WITH 3/4' VIBRATOR
WALL LEGEND:
INDICATES EXISTING BUILDING ELEMENT
TO REMAIN.
INDICATES NEW 5"x8 "x16" MASONRY UNITS
12' -4' 12' -4" AREA OF CONSTRUCTION
NEW ADDITION EXIST. TO
t0 MATCH REMAIN -
- — — — — — EXISTING CONCRETE
— — — — — 2 FOOTING TO REMAIN (TYP).
NEW 31- 01X3' -01X4' MI " 14' -8' D -
GONG. PAD FOR NEW U.
� I EXISTING CONCRETE
SLAB TO REMAIN.
I m I F ci
cl — _ -16
------------------------
F — WF -16 --
I
NEW BUILDINCs
FC I I SLAB- + -
ELEV. 0 0
w I SEE NOTE71 L _
WF -12
00 44 FCI i�
W -,
25' -10"
0� L —�� -42 —
X F 42
15T G G C E
FO O NG R AIN YP)
IST G C GR E
FOO NG RE AIN YP)
IST Cs B LDI
1
5L
E V. 0'- 0'
I
I
EXI ING ON ETE
F TIN TO MAI (TY
I
I
FOUNDATION PLAN
SCALE: 1/4" 1' -0"
COLUMN SCHEDULE
NOTES
O
REINFORCEMENT 4' REINFORCED CONCRETE SLAB WITH &X/v- 1.4x1.4 WELDED WIRE MESH OVER
VAPOR BARRIER ON CLEAN WELL COMPACTED FILL FREE OF ORGANIC MATTER
REMARKS MAXIMUM SIZE OF ANY ROCKS WITHIN 12" BELOW THE FLOORS LAB SHALL
BE A MAXIMUM OF 3' IN DIAMETER. SLAB SHALL BE Fc = 3,000 PSI.
z CL
Cl VERTICAL HORIZONTAL
FOR FILLED CELLS LOCATIONS SEE �2 PROVIDE (2) *5 x 4' -0 "Ig CORNER CRACK BARS 1D ALL CORNERS OF SLAB
(AS INDICATED ON PLAN).
,q FOUNDATION PLAN. l48" MAX. SPACING.
UNLESS OTHERWISE NOTED.) REFER TO ARCHITECTURAL DRAWINGS FO�-i- SLAB FINISHES AND OTHER DETAILS
NOT SHOWN HERE.
B 8 "xl2" 4 *5. "3 12" o.c. CONCRETE TIE COLUMN. ❑4 FILL CELLS INDICATED ON THIS SHEET, INDICATES FIRST FLOOR FILL CELL
LOCATIONS.
VERIFY SIZE AND LOCATIONS OF ALL WINDOW /DOOR OPENINGS AND
OPENINGS IN 5LA5 WITH ARCHITECTURAL DWSS.
1 04 x 6' -0" LONG w 12`o.c. TOP to /5TD. A.C.I HOOK. TYP,
El GROUT FILLED CELLS BENEATH TRU55 ABOVE, SEE DELEGATED
ENGINEERS TRUSS LAYOUT FOR EXACT LOCATION.
■
8❑ PROVIDE (2) •5 x 5' Iq CORNER BARS BENT 30" EA. WAY w ALL
PE -A TYPE
-A t -B TY -C
-B CORNERS OF MONOLITT -fIC FTG.
FOOTING SCHEDULE
TOP /BOTTOM
� � REINFORCEMENT
� �� Q W p q B c REMARKS
TE -8 A 8" COPT. 8" I "5 NEW THICKENED EDGE
WF -12 B 12' CONT. 16" 2 *5 - - NEW THICKENED EDGE
WF -16 B 16" GONT. loo" 2 *5 1 *5 * 48' .. NEW WALL FOOTING
F -42 G 42' 42" 1�' (5) "5 (5) •5 ISOLATED FOOTINCs.IREINF.
- EACH WAY TOP 4 BOTTOM)
A A B q B
TYPE
• ►•• •et 4 • •••f• ••i
•Y•
r • w+ • i • Y •
go
rr• •f�, Y r Y •r•• • i •
• • • r •• i4 u Y. •
• •Yf • ••i •Y• •
r••• 0180• ••• ••••
0808 • 0000• • ••• 0 0000
'-Q
City of South Miami
Building Dept.
' rive
6130 Sunsep�3� 43
South (vliam ►,
L
L•1"
ARCHITECT
ORLRSTI!S Lo"2 -ittmo
AR00000
X95 &W. 32 gntm
MIAMI• FLORIDA 33155
TEUTHONE2 (" 608 -■87
OWNER
W
L
W
0
0 w
z wcy)
WIt
❑ < co
2 Z -r
LLJ
�O
❑ --� . -
z LL
z C/) `nom.
o f.L
CD
< ❑
z
NN.
L.L
REVISIONS.
SIRAD
T?
DATE JANUARY It 2013
SCALE AS SHOWN
DRAWN WAC.
JOB NO. 13 -7000
A.3
SHEET NO. OF
x
i
F=G
G_1
TYPF�
E
-A t -B TY -C
-B CORNERS OF MONOLITT -fIC FTG.
FOOTING SCHEDULE
TOP /BOTTOM
� � REINFORCEMENT
� �� Q W p q B c REMARKS
TE -8 A 8" COPT. 8" I "5 NEW THICKENED EDGE
WF -12 B 12' CONT. 16" 2 *5 - - NEW THICKENED EDGE
WF -16 B 16" GONT. loo" 2 *5 1 *5 * 48' .. NEW WALL FOOTING
F -42 G 42' 42" 1�' (5) "5 (5) •5 ISOLATED FOOTINCs.IREINF.
- EACH WAY TOP 4 BOTTOM)
A A B q B
TYPE
• ►•• •et 4 • •••f• ••i
•Y•
r • w+ • i • Y •
go
rr• •f�, Y r Y •r•• • i •
• • • r •• i4 u Y. •
• •Yf • ••i •Y• •
r••• 0180• ••• ••••
0808 • 0000• • ••• 0 0000
'-Q
City of South Miami
Building Dept.
' rive
6130 Sunsep�3� 43
South (vliam ►,
L
L•1"
ARCHITECT
ORLRSTI!S Lo"2 -ittmo
AR00000
X95 &W. 32 gntm
MIAMI• FLORIDA 33155
TEUTHONE2 (" 608 -■87
OWNER
W
L
W
0
0 w
z wcy)
WIt
❑ < co
2 Z -r
LLJ
�O
❑ --� . -
z LL
z C/) `nom.
o f.L
CD
< ❑
z
NN.
L.L
REVISIONS.
SIRAD
T?
DATE JANUARY It 2013
SCALE AS SHOWN
DRAWN WAC.
JOB NO. 13 -7000
A.3
SHEET NO. OF
x
-B CORNERS OF MONOLITT -fIC FTG.
FOOTING SCHEDULE
TOP /BOTTOM
� � REINFORCEMENT
� �� Q W p q B c REMARKS
TE -8 A 8" COPT. 8" I "5 NEW THICKENED EDGE
WF -12 B 12' CONT. 16" 2 *5 - - NEW THICKENED EDGE
WF -16 B 16" GONT. loo" 2 *5 1 *5 * 48' .. NEW WALL FOOTING
F -42 G 42' 42" 1�' (5) "5 (5) •5 ISOLATED FOOTINCs.IREINF.
- EACH WAY TOP 4 BOTTOM)
A A B q B
TYPE
• ►•• •et 4 • •••f• ••i
•Y•
r • w+ • i • Y •
go
rr• •f�, Y r Y •r•• • i •
• • • r •• i4 u Y. •
• •Yf • ••i •Y• •
r••• 0180• ••• ••••
0808 • 0000• • ••• 0 0000
'-Q
City of South Miami
Building Dept.
' rive
6130 Sunsep�3� 43
South (vliam ►,
L
L•1"
ARCHITECT
ORLRSTI!S Lo"2 -ittmo
AR00000
X95 &W. 32 gntm
MIAMI• FLORIDA 33155
TEUTHONE2 (" 608 -■87
OWNER
W
L
W
0
0 w
z wcy)
WIt
❑ < co
2 Z -r
LLJ
�O
❑ --� . -
z LL
z C/) `nom.
o f.L
CD
< ❑
z
NN.
L.L
REVISIONS.
SIRAD
T?
DATE JANUARY It 2013
SCALE AS SHOWN
DRAWN WAC.
JOB NO. 13 -7000
A.3
SHEET NO. OF
x
'-Q
City of South Miami
Building Dept.
' rive
6130 Sunsep�3� 43
South (vliam ►,
L
L•1"
ARCHITECT
ORLRSTI!S Lo"2 -ittmo
AR00000
X95 &W. 32 gntm
MIAMI• FLORIDA 33155
TEUTHONE2 (" 608 -■87
OWNER
W
L
W
0
0 w
z wcy)
WIt
❑ < co
2 Z -r
LLJ
�O
❑ --� . -
z LL
z C/) `nom.
o f.L
CD
< ❑
z
NN.
L.L
REVISIONS.
SIRAD
T?
DATE JANUARY It 2013
SCALE AS SHOWN
DRAWN WAC.
JOB NO. 13 -7000
A.3
SHEET NO. OF
x