04-1270-0161-
FINIBH FLOOR ELEVATION l6EE PLAN).
2 . COINCREM t
A- COMPRE661VE 8TREN4TH OF CONCRETE AT 28 DAYS ,
SLABS ON FILL 5000 "1
ALL OTHER POURED IN PLACE - 3000 P61
GROUT, 3000 PBI
B- TEST , A MNMJl OF 5 CONCRETE SPECIMENS $HALL BE TAKEN FROM EACH 50 CU. YD. OR
PORTION THEREOF. SPECIMENS SHALL BE TESTED ACCORDING TO ASTM C -39, ONE
ONE AT 1, AND THREE AT 28 DAYS.
C- COVER :CONCRETE DEPOSITED AGAINST THE GROUND- —3'
FORMED CONCRETE N CONTACT WITH THE GROUT 0— 2'
BEAMS t COLUMN— -- 1.1/2'
SLABS, NTERIOlt— 3/4'
SLABS, EXTERIOR- — 11-1/2'
3 - SLAB N FILL f PLACED ACCORDING TO ACI 302
A- JOINTS ,
A -1, 180LATICN JOINTS MUST BE USED AT JUNCTIONS WITH WALLS AND COLUMNS, USE 1/2'
THICK FFla10LDED JOINTS FULL DEPTH OF SLAB.
A -2s CONTROL JOINTS SPACED AT CENTERLINE OF COLUMN LINES. PROVIDE INTERMEDIATE JOINTS
IF COLUMN SPACING 16 GREATER THAN 30 FT. IN SIDEWALKS PROVIDE TOOLED JOINTS
SPACED AT INTERVALS EQUAL TO THE WIDTH OF THE SLAB.
4' 6LAM IF DEEP TOOLED
JOINTS MUST BE SAWED BEFORE 24 HRS. AFTER CONCRETING.
A -3s CONBTIgaXTICN JOINTS MUST BE PLACED IN THE SLAB WHERE BUILDING EXPANSION JOINTS
ARE SHOWN AND WHERE CONTROL JOINTS ARE &HOUR WHEN CONCRETING OPERATIONS
ARE CONCLUDED FOR THE DAY, CONSTRUCTION JOINTS SHALL BE FORMED WITH BUF"
KEYED KOLD METAL JOINT FOFiIM OR APPROVED EQUAL
B- VAPOR BARRIERS s
WATERPROOF MEMBRANES (OVERLAPPED 6' AT JONTS) WITH A PERMEANCE OF LESS THAN 03
PERM$ IN ACCORDANCE WITH A6TM E -96 SHALL BE PROVIDED Ut DER INTERIOR 6LA68.
C- WHERE NO VAPOR BARRIER 16 USED THE SUBGRADE MUST BE DAMPENED WITH WATER IN ADVANCE
OF CCNCRETING. NO FREE WATER STANDING ON THE $UBGRADE NOR ANY MUDDY OR SOFT SPOT 16
PEIRMITTED.
D- ANY STRUCTURAL MEMBER PENETRATING 61-A88 ON FILL 18 TO BE ISOLATED WITH 1/1' THICK
PRE - MOLDED JOINT FILLER COMPLYING WITH ASTM 0-1152 TYPE I.
E- FNI6HNG s
NO PREMATURE FINISHING SHALL BE ALLOWED. IMMEDIATELY FOLLOWING FLOATING, TROWELING WITH
STEEL TROWELS SHOULD BE COMMENCED IF REQUIRED. GROOMING $HALL BE DONE AFTER THE
STEEL TROWELING OPERATION.
SLAB FNI614ES (UNLESS OTHERWISE NOTED 13Y ARCHITECT) ,
BUILDING— —STEEL TROWELED
OUTSIDE SLAB& - - —GROOMED
4 Fwia ar_ws AtEEL
A- REINFORCING BARB CGNFORMNG TO A6711 A -615 GRADE 60, INCLUDING COL 4 BEAM TIES.
B- WELDED WIRE FABRIC CONFOWNG TO ABTM A -188 AND SUPPORTED ON SLAB BOLSTER$
SPACED • Y -0' O/C.
C- FABRICATION AND DETAILING ACCORDING TO ACI -315.
D- ALL ACCESSORIES TO NAVE UPTUR ED LEG6 AND SE PLASTIC DIFPED AFTER FABRICATION.
5 - MASONRY WALLS z
A- BEARING s MASONRY 6HOUN THUS MMMMff PLAN $HALL BE ERECTED PRIOR TO THE
STTaJCTURE ABOVE BEING FOURED.
B- NON- BEARNG :MASONRY SHOWS L BE ERECTED AFTER CONCRETE
STRUCTURE HAS BEEN POURED AND ALL 6HORNG HAS BEEN REMOVED. HOLD CLEAR
OF OVERHEAD CONCRETE UNTIL ANTICIPATED DEFLECTION ABOVE HAS OCCURRED.
C- MORTAR , CONFOIRMW_v TO A6TM C-210, TYPE T4' OAM PBU.
D- CONCRETE LNTELB s
OPENINGS UP TO 4' -0' OF X 4' LLV 2 •4
OPENINGS UP TO 8' -0' 6' X 6' W/ 2 •5 TOP 1 BOTTOM
E- PROVIDE DOVETAIL ANCHORS AT ALL INTERSECTIONS OF NCH- BEARING MASONRY WITH 6TRI - URAL
CONCRETE COLUMNS AND WALLS.
6 FILL AND BACI<FILL SHALL BE COMPACTED TO A MINIMUM OF 95 8 OF THE MAXIMUM DENSITY AT
OPTIMUM MOISTURE AS DETERMINED BY THE STANDARD PROCTOR TEST.
1 - COORDINATION_f
COORDINATE ALL DIMENSIONS, ELEVATION$ 4 OPENINGS WITH ARCHITECTURAL, ELECTRICAL 4
MECHANICAL DRAWINGS REPORT ANY 016CREPANCIES TO OUR OFFICE.
S - OWNER. A.1°'QHltEGT AND =NTRACTOR NOTE f
CHECKNG OF SHOP DRAWINGS AND INSPECTIONS OF REINFORCEMENT IN THE FIELD ARE REQUIRED
IF 18 OFFICE IS TO BE HELD RESPONSIBLE FOR THE STRUCTURAL ADEQUACY OF THE
CONSTRUCTED BUILDING.
J
ALL 6HORNG, RE- 6HORNG AND TEMPORARY BRACING REQUIRED N THIS PROJECT IS TO BE
DESIGNED BY A FLORIDA REGISTERED ENGINEER WHO SPECIALIZES N FORM Y
BRACING DESIGN AND WHO HAS BEEN HIRED BY THE GENERAL CONTRACTOR THE GENERAL
CONTRACTOR N THE ULTIMATE RESPONSIBLE PARTY FOR SHORNG, RB- 61-10RING AND
TEMPORARY BRACING REQUIRED ON THIS PROJECT AND MUST SATISFY HIMSELF OF THE
ADEQUACY OF THE INSTALLATION OF THESE ITEMS AT ALL TIMES.
OF THE NSTALLATION OF THESE ITEMS AT ALL TIMES.
IN THE SPECIFIC CASE OF POURED 6LA88, IT IS HIGHLY RECOMMENDED THAT THE GENERAL
CONTRACTOR SECURE A CERTIFICATION OF THE INSTALLED SHORING FROM THE 6HORNG
DESIGNER OR HIS AGENT PRIOR TO THE PLACEMENT OF CONCRETE.
10 - 6A1MY. 06" AND LABOR LAAW s
THE STRUCTURAL ENGINEER OF RECORD DOES NOT P066E6, NOR PRESSUMIES TO POSSES
ANY KNOWLEDGE OR EXPERIRTIBE N MATTERS RELATNG TO JOB SITE EMPLOYEE SAFETY,
06HA OR LABOR LAW REQUIREMENTS FOR A CONSTRUCTION PROJECT.
SAFETY AND COMPLIANCE WITH OSHA AND LABOR LAWS 18 THE ABSOLUTE RESPONSIBILITY OF
THE GENERAL CONTRACTOR AND THOSE CONSULTANTS HE HIRES TO ADDRESS THE6E MATTERS.
THE STRUCTURAL ENGINEER OF RECORD SPECIALIZES IN STRUCTURAL DESIGN CHLY AND THE
BOARD OF PROFESSIONAL REGULATICH FORBIDS HIM FROM ASSUMING REWON6181LITY N ANY
AREA OUTSIDE OF HIS ALMA OF EXPERTISE.
11 - APPLICAaE CODES s
ALTHOUGH THE ENGINEER OF RECORD HAS STRIVED TO MEET ALL APPLICABLE CODE AND
LOCAL ORDINANCE REQUIREMENTS, THE CONTRACTOR 16 STILL RESPONSIBLE FOR COMPLYING
WITH ALL APPLICABLE CODES AND ORDNANCE$ N THE! EVENT OF CONFLICT OR OVERSIGHT
IN THESE DRAWINGS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ARCHITECT /ENGINEER
OF ANY CCNFLICT OR DISCREPANCY ENCOUNTERED 60 THAT APPROPIATE REMEDIES MAY BE
UNDERTAKEN.
12 - LIVE LOADS
30 Pop ROOF
40 FSF SECOND FLOOR
50 PW GROUND FLOOR
13 - 6wOP amkk -j 8U8MITALr3
SUBMIT ONE SEPIA AND ONE PRINT OF ALL 6140P ORAWMGB REQUIRED IN ITEM 14 BELOW. IF
SIGNED AND $EALED $HOP DRAWINGS ARE REQUIRED THEN SUBMIT TWO ADDITIONAL 81GNED AND
SEALED PRINTS FOR APPROVAL
ANY 6HOP ORAWNG REQUIRED TO BE OraNED t SEALED THAT 16 SUBMITTED WITHOUT THE
SIGNATURE 1 6EAL OF A REGISTERED PROFESSIONAL ENGINEER OF THE STATE OF FLORIDA, WILL
NOT RECEIVE FINAL APPROVAL
AS PER F6411 THE FOLLOWING ITEMS MUST BE SUBMITTED WITH SIGNED 4 SEALED SHOP
DRAWINGS,
I- WOOD TRUSSES.
14 - APPROVAL& f
A- SUBMIT SHOP DRAWINGS FOR ITE 166 4, 9, 16 4 11.
B- SUBMIT CONCRETE MIX DESIGN.
C- SUBMIT LABORATORY REPORTS FOR ITEM A 6.
15 - WIND 12961ML
THIS STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE PRESSURES GENERATED BY 146
MPH WINDS N COMPLIANCE WITH THE46CE 1-98 AND THE FLORIDA 13LM CODE
16-
A- ALL RAFTERS TO Be SOUTHERN YELLOW FINE No. 2 KO OR BETTER WITH A MINIMUM STRE66 GRADE
OF Fb IF 1200 p•1.
B- ALL ROOF MEMBERS TO BE 6ECI RED TO TIE BEAM OR OTHER 6TIRAICTURAL ELEMENT WITH
HURRICANE ANCHORS.
C- TRIM MAMJFACTUSER TO SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY HIS REGISTERED
ENGINEER BEFORE SUBMITTING FOR APPROVAL
11-
BEAM SCHEDULE
IN�ORCEMENt STIRRUPS
MA �L�V. SIZE SOT_ TOE' C E I NO SPACINGS EACH E REMARKS
I I
I
R5-1
4 +6
8x16
206
2.6
-
6 +6
-
3t
19 4'T.O.
a'x12'
4.5
03s6' O /C.
4
TO 4x4x3/16
5/8x10xl2
5 /SXI0xl2
(4) A -301 ABAO' LONG
5
TO 6x6x3/16
5/8x12x12
5/6xl2xl' -2'
(4) A -301 ABx10' LONG
15-1
4-11140'
8 x 16
2 0(o
2+ 6
1 05
40
-
3t
s 6 T.O.
5-2
+11'40'
8 x 16
2 06
2 •6
405
+ 3 s 12' O /C.
-
3f]
s 6' T.O.
5-3
+11140'
8x24
209
201
2 +5
3f]
s10'T.O.
B -4
+11'46'
8 X 24
2 01
2 01
-
2+ 5
3t]
s 10' T.O.
15-5
+11'46'
S X 16
2 01
2 01
105
-
A3
s 6' T.O.
B -6
+11'46'
8 X 16
2 01
2 01
-
-
3 f ]
s 6' T.O.
• UPTURN BEAM
0-1
+11'46'
8 x 24
2 08
2+ 6
-
2 05
3t]
is OF T.O.
B -6
+11' -6'
6 X 24
2 06
2 06
1 0 5
2 05
3t]
is 10' T.O.
B_g
+11'46'
6 x 24
2 o 6
2 • Fi
-
2 06
3f]
s 10' T.O.
• UPTURN BEAM •• TWO LAYERS
TB -I
8X16
205
205
-
-
3t
4a 12OALs46
T5-2
8X16
205
205
-
3t]
4' T.O.
4d
o ,m
�+ Q ,t +�
6, ry
TYPICAL DOOR OPENING At GROUND r-LOOR
KT16_
OR CANTILEVER 'L'
CANTILEVER 'C'
COLUMN
030( -U L L 030( -2)
WHICHEVER 8 GREATER
ge. ci A>DA
fd30(L -2)
'I-' DAR OypR EXTERIOR SUPPORT
COLUMN SCHEDULE
iiif ='tll
MARK Size RE N�ORCgMgNT R�MAi�fGS
VERtICAL6 OR DAM TIE$ OR CAP
I
6'x16'
4 +6
03s6' O /C.
2
6'x24'
6 +6
0396' O /C.
3
a'x12'
4.5
03s6' O /C.
4
TO 4x4x3/16
5/8x10xl2
5 /SXI0xl2
(4) A -301 ABAO' LONG
5
TO 6x6x3/16
5/8x12x12
5/6xl2xl' -2'
(4) A -301 ABx10' LONG
6
6'x20'
605
0306' O /C.
1
40
0
8
• SEE DETAIL
Tr,
8' x 12'
405
+ 3 s 12' O /C.
FOOTING SCHEDULE
MARK SIZE L REINFORCEMENT
MENT REMARKS
U,F24 24 X 12 CONT. 3 0 5 04 1036
Il,FI6 16 X 12 CONT. 2 15
CF306 Y -6 X 3' -6 X 12 405 4 f 5
CF400 4' -0 X 4' -0 X 12 1 405 405
1.aGLTiii
PROVIDE 2.5 X 5' -0' CORNERS BARE AT EXTERIOR FACE (2) l�od. NAILS EACH ] SIDE
OF ALL CCNTNUOUB FOOTING CORNER INTERSECTION6.
'C' BARS FOR 12' OR
F--WIDER BEAMS.
TOP BARS
'C' BARS ( FOR 6' BMSJ PREP
BARS S'
W 7.
'I' BARS
BOTTOM BARS
N
IF I
IF-
TYPICAL. BAR PLACEMENT DETA L.
V "N. W= uz �_ w - �=.w
BOTTOM BARB CONTINUOUS ' ' BARB N.T.S.
EMBED 12 BAR 01A Pt EMBED 12 BAR DIAit
CANTILEVER 'L' 'L - I' 'L 2' NOTE
ADDED BOTTOM REINF. QUANTITY OR 'I' BARS VARIES W/ BEAMS DEPTH.
NOTE : PERIMETER BEAMS ONLY SEE BEAMS SCHEDULE FOR SIZE t QUANTITY OR
ALL RE -BARS
AS PER ACI 316 -96, SECTION 1.1322 IN EXTERIOR PERIMETER BEAMS PROVIDE ADDITIONAL E30TTOM REINFORCEMENT OVER THE SUPPORTS
EQUAL TO AT LEAST 25% OF THE LARGER TOTAL BOTTOM REINFORCEMENT AREA CALLED OUT FOR THE MID -SPAN OF ADJACENT BEAMS.
THIS ADDED REINFORCEMENT 15 TO BE SPLICED WITH A TENSION 'CLASS A' SPLICE BEGINNIN<3 AT THE FACE OF THE SUPPORT.
NOTE :
WHERE NECESSARY CONTINUOUS TOP BARB SHALL BE LAPPED 24 BAR DIAMETER IN MIDDLE 1/3 OF SPAN.
TYPICAL BAR DIAGRAM
BEAM ELEVATION
(SEE PLAN)
(4) 516' t BOLTS -
SLAB ON FILL
COLUMN
(2) - 5/6'2 'U' ANCHORS
WELDED TO LP
- CAP. PLATE
(SEE SCHEDULE)
1/4' t VENT.
HOLE (TYP.)
In FIRST FLOOR
EL. (SEE PLAN)
KT48_
'\ BEAM ELEVATION
PF (SEE PLAN)
r
3TIE5a3'O/C
PROVIDE STANDARD HOOKS
WHERE COLUMN TERMINATES
FIRST FLOOR
CONCRETE COLUM111111, EL. (SEE PLAN)
(SEE SCHEDULE)
TIES
VAPOR q
BARRIER PROVIDE DOWEL
W /STANDARD HOOK m
v v
lu
crl (l
SCHEDULED
CONCRETE COLUMN 4 BEAM DETAIL
NEW TRUSSES 0 24" 0/C BOTTOM CHORD
SLOPED W/ EXISTING ROOF SLOPE PROVIDE
HUGHES MANUF. TRUSSES TIES MOD -# RT -14 USE
(5 1 6 . NAILS 0 TOP & BOTT. OF STRAP (TOTAL
PIGGY -BACK TRUSS DETAIL
N..T.6_
2'x4'
(TYPa
KTA
2X4 0 46' $RAC
WOOD I
624'0
�— 2X4 E30T TOM CHORD
BRACING
'X' BRACiNG 5EE ROOF PLAN
FOR LOCATION (2) 010d EACH
END
1 •
i
i s.10
r,
i
�IM1 S
1 k�
1�
i
7
f�
1/4' 0 X 3 1/4' TAPCON
SCREWS sT 12' 0.0
2x6 SUBE=ASCIA
Ix2 P.T.
2Xa WD. FASCIA
6'x12' CONC. RAKED BEAM
2 +'5 CONT. TYP.
(1) LAYER 300 FELT
BTWN. WALL t TRUSS
D5 a2P10 .111' X 3 1/4' (HILTI -PIN
"5x48 VERTICAL
12' HOOK 'a TOP
6 24' O/C
TYPICAL E3LOCKING DETAIL
N.Thl
1 0 3 EA
(TYPa
5'
"- THICKENED 6LAB END
12 W/ 2w5 CONT.
STAIR REINF.
5' CONC. SLAB ON GRADE
REINF. W/ 0 3 • 12' EA WAY
NOTE
COORD. W/ARCH. DRAWINGS
EXACT NUMBERS OF R $ER8.
TYI°ICAL STAIR ON GRADE REINFORCING DETAIL
N.T.B
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