13-452-089EXIST. CONC.
T.B.
I #5X P-4" LONG. -
EMBED. INTO EXI51
COLUMN WITH HIT
150 BY HILTI SYS'
@ 3' -0" c
EXIST. 8"
MASONRY
WALL
EXIST. W
FOOTING
2 #7 X 3''V V IIV I V L / \I I I IIVV
FOOTING WITH HIT HY 150 SYSTEM
BY HILTI.
ll L�--1 ,^�/l,lic, C \/ /ll /"11 1 !'• QII IA IT/"1
NEW STARTING COL. &
FOOTING CONNECTION DETAIL
N.T.S.
PrW PF=IAIF Cr-f=
a
TYP. ARCH. DETAIL
N.T.S. `s -n
I Y4" I y2 r 13/411 I %211 I I Y4 "O HOLE
E
741
- /4" THICK. PLATE
3411 y
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4 -
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DESCRIPTION
�J
HO
e "O
5
_
N
9 3/'X4" X3/8" STEEL PLATE (Fy= 3GK51).
E
741
- /4" THICK. PLATE
3411 y
�- %'O HOLE
Y4
it
MARK
4 -
MARK
DESCRIPTION
1
�
5
_
N
Y4" THICK. PLATE
STL. TRUSS HANGER DETAIL
SCALE 1" =11 -0"
NEW T.B.
NEW 8" WALL
NEW CONC.
FOOTING
JC. COL.
SCHEDULE)
T.O.EXOT 13M. 0b
ELEV. +8' -4" - _
NEW OR EXIST.
WD. TKU55
DRILL (2) #7 RE BAR
8" INTO EXISTING CONC.
BEAM W /HIT HY 150
MAX SYSTEM BY HILTI 3.
NEW CONC. COLUMN
(SEE PLAN It SCHEDULE FOR
DIME51ON REINF.)
w
EXIST. CONC. T.B.
EX15TING 4" CONC.
5 LAB
DRILL (2) #7 KEBAB
8" INTO EXISTING CONC.
FOOTING W/ HIT HY 150 MAX
SYSTEM BY HILTI 3 EXIST. CONC. FTG.
COL. CONNECTION D ET.
SCALE a /4 "= 1' -011
ELEV.
vIAX. UPLIFT = 4800 #)
i G.C. VF-RIFYTH15 DIM)
SPECIAL GIRDER TRUSS CONNECTOR DETAIL
N.T.S.
SPECIALCONNECTOR COMPONENTS SCHEDULE
MARK
DESCRIPTION
MARK
DESCRIPTION
1
L 311X3"X/4" ANGLE W/ EXTENDED LEG (Fy= 3GK5t). SEE DWG.
5
PREFABRICATED PLY TRU55
O
9 3/'X4" X3/8" STEEL PLATE (Fy= 3GK51).
O
CONCRETE BEAM (fo =3,000 p51, MINIMUM)
3
TWO (2) -1 "O THKU BOLT FOR TWO PLY WOOD
7
CONCRETE MASONRY BLOCK
4
Y8 "O HILTI KWIK BOLT 3 (CARBON STEEL) X G EMBED.
— —
ELEV.
GENERAL STRUCTURAL NOTES
1. ALLOWABLE SOIL SEARING CAPACITY:
FOUNDATION SYSTEM CONSISTS OF SPREAD FOOTING AND DESIGNED FOR AN ALLOWABLE
SOIL BEARING PRE55URE OF 2000 P51 .
2. CONCRETE:
-ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENT5 OF ACI 3 18 -1 1
"5PECIFICATION5 FOR STRUCTURAL CONCRETE FOR BUILDINGS ".
- CONCRETE SHALL ATTAIN A COMPRE551VE STRENGTH OF 3000 PSI AT 28 DAYS FOR
ALL STRUCTURAL CONCRETE MEMBERS.
-MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL BEFORE
THE COMMENCEMENT OF ANY CONCRETE WORK.
3. REINFORCING STEEL:
- REINFORCING STEEL SHALL BE DEFORMED BARS GRADE GO.
- REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH MANUAL
STANDARD PRACTICE OF DETAILNG REINFORCED CONCRETE 5TRUCTURE5 AND THE
ACI BUILDING CODE 318 -1 1.
- G" MINIMUM BEARING LENGTH OF ALL 1301-TOM BARS AT SUPPORTS (U.O.N)
- 48 BAR DIAMETER CONTINUOU BAR5 FOR LAP SPLICE 15 REQUIRED.
- MINIMUM CONCRETE CLEAR COVER FOR REINFORCEMENT:
- CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH .......... 311
- CONCRETE EXP05ED TO EARTH OR WATER
#5 OK SMALLER ............ ............................... I 112"
#G OR GREATER .211
- CONCRETE NOT EXPOSED TO WEATHER
FOR COLUMN5,13EAM5 .......... ............................... 1 112"
(PRIMARY REINF., TIES, 5TIKUP5 OR SPIRALS)
FOR SLABS, WALLS OK JOINT CONSTRUCTION ............3/4"
4. STRUCTURAL STEEL:
SHALL CONFORM TO A5TM A -3G DETAILED, FABRICATED AND ERECTED IN ACCORDANCE
WITH THE LATEST A15C SPECIFICATIONS. ALL STEEL COLUMNS TO BE A5TM A -500.
SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.
5. CONCRETE MASONRY WALLS:
- CONCRETE MASONRY HAVE BEEN DESIGNED IN ACCORDANCE WITH A5TM C90 WITH A
COMPRE55IVE STRENGTH OF 1900 P51 AT 28 DAYS.
- REINFORCED CONCRETE MASONRY HAVE BEEN DESIGNED COMFOKMING TO ACI 530. 1 -1 1
A5CEG -08 / T5M G02 -08 WITH A MINIMUM COMPRE551VE STRENGTH OF 1 500 P51.
MORTAR TYPE "M" OK "5" SHALL BE USED.
- MA50NKY WALL SHALL BE REINFORCED WITH #5 SPACED AS PER PLAN IN GROUTED CELLS
WITH 3000 PSI GROUT, LAP SPLICES OF 48 BARS DIAMETER SHALL BE REQUIRED. FILLING OF
CELLS SHALL COMFOKM TO A5TM C476. POUR OF MAX. 12' IN FOUR FOOT LIFTS.
- REINFORCING BAR5 COVER:
EXP05E-D TO EARTH OK WEATHER: #5 OR 5MALLEK ... 1 112"
NOT EXF05ED TO EARTH OK WEATHER: 1 112"
G. DESIGN LOADS:
-THE DE51GN COMPLIES WITH THE REQUIREMENTS OF ACI 318-1 1 THE FLA. BLDG. CODE 2010
A5CE7 -10 AND OTHER REFERENCED CODES AND SPECIFICATIONS. ALL THE LATEST EDITION
AT THE TIME OF PERMIT.
-WIND LOAD CRITERIA:
BASIC LOAD VELOCITY = 175 MPH A5CE 7 -10
EXPOSURE CATEGORY: C
R15K CATEGORY II
WIND DIRECTIONALITY FACTOR, Kd = 1.00
7. PRE - FABRICATED WOOD TRUSSES:
TO BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH N.D.5 201 1 AND THE
F.B.0 2010 EDITION, THE TRUSS PLATE INSTITUTE, AND AKCHITECTURAL/5TKUCTURAL.
DRAWINGS. SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR REVIEW AND APPROVAL.
8. PRESSURE TREATED LUMBER/ LUMBER:
ALL LUMBER SHALL BE TREATED IN ACCORDANCE WITH THE LATEST FEDERAL SPECIFICATION.
ALL LUMBER SHALL BE SOUTHERN PINE No. 2 OR BETTER WITH MIN. FLEXURAL ALLOWABLE
5TRE55 Fb= 1 250 P51, MIN. SHEAR 5TFE55 Fv= 175 PSI, MIN. MODULES OF ELASTICITY
E= I GOO 000 P51.
9. FORM WORK AND SHORING
FORMS AND SHORES FOR CONCRETE SLAB AND BEAM SHALL BE DESIGNED TO WITHSTAND
THE DEAD LOAD OF CONCRETE AND ALL CONSTRUCTION LOADS. DESIGN AND CONSTRUCTION
OF FORM WORK AND SHORING SHALL COMPLY WITH THE A.C.I. 3 18-1 1, BUILDING CODE AND
BE ENTIRELY THE RE5PON51BILITY OF THE GENERAL CONTRACTOR. 5HORING DRAWINGS TO BE
PROVIDED BY THE GENERAL CONTRACTOR AND SHALL BE SIGNED AND SEALED BY A
PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA.
10. GENERAL!
CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE JOB BEFORE THE
COMMENCEMENT OF WORK. CONTRACTOR 15 RESPONSIBLE FOR ALL SHORING � RE- SHORING
REQUIRED. ANY DISCREPANCIES THAT MIGHT BE PRESENTED DURING THE CONSTRUCTION
PROCESS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
CONTRACTOR SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF ALL LOCAL, STATE
AND FEDERAL LAWS.
NEW.CONC. COLUMN -
(SEE PLAN * SCHEDULE
FOR KEINF.)
DRILL SAME 51ZE # # OF
REBAK AS COL15 INTO
EXIST. CONC.W/ HIT HY
150 SYSTEM BY HILTI
MIN. 8"
NEW.CONC. COLUMN -
(SEE PLAN *SCHEDULE
FOR REINF:)
or- �s-1,10U71H
.All
l°✓ F (� r3f
,rtes'.
T.O.EX15T BM.
ELEV. +8' -4"
EXIST.CONC. BEAM
(ABOVE OR BELOW
NEW COLUMN)
NEW COLUMN &EXIST.
13M. CONN. DETAL (NP) /F
Chau L. Manh P.E. #68215
t }�,1 Structural Engineer
\j'. ,
6720 NW 174th TER.
Hialeah, FL 33015
Ph: 786 -547 -7921
Fax: 305 - 863 -3381
f The inlormalion contained in this document and the document itself are exclusively the property of CLM. and may not be reproduced
for used for other puTose than the referenced projectforwhich it was created unless with the explicit consent of CLM enginmiiing.
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? Date
00/00/2013
? Scale A.S.
Drawn M.C. /A.T.
Job
Sheet
S
-4
D
Of
i
a
Sheets
S Seal
a
Date:
License #
AR- 0015253