09-811-012L
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BTM. REINF. IN PATIO
EXISTING 24' -0" 55
10' -0" 101-o TIE -BM. TO BE (2) #7
' -65
COVERED PATIO BARS TOP„ TYP. ALONG
C- 1(TYP) FULL PERIM.
FIELD VERIFY & MATCH EXIST.
T.O.B.,, APPROX. ELEV. 8' -1" A.F.F.
REFER TO TIE -BEAM & FTG. SPLICE 6' -0" 13' -t0" 12' -4" 16'-8" 6' -8"
OR CONNECTION REQUIREMENTS O DBLE. O DBLE. DBLE. O DBLE. CF -1
WINDOWS WINDOWS WINDOWS WINDOWS
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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- - - - - - -, ---------------------------------- - - - - -- -------------------------- - - - - -- I TE -1
WF -1 IL J
WF -1 WF -1
C -2 8 1 A.F.F.
T. 0. B= 8' -1 "A. F. F. I ■ I - I
T.O.B= -
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9 a I es e n e I I (2)3068 MTL. O I I _ I N
FR. DRS. I I
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Ql�ER CREINF. SLA W 6, (IMPACT) I I
W.M., OVER 6MIL. VAPOR & WELL COMPACTED j C -3 I
TERMITE TREATED FILL, MATCH I ;�, I
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- - I I MATCH F.F.E. I I
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I WF -1 WF -1
I WF -1
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O O O OWINDOWS
J--
EXISTING A.C.U., TO REMAIN I l I 1 2 � " 2 2 DBLE. 1O 0 DBLE.
INDOWS CF -1
(EXISTING MAIN RESIDENCE) L_� �� 2' -6" 91-01, 10'-7" 9'-70' 80-4" 8'- 10 6' -8
DOORMINDOW SCHEDULE:
WINDOWS : SIZE MASONRY (R /0.)
NAME MARK WIDTH HOT. WIDTH HOT
REMARKS
S.H. #22
1
37"
26"
37 3/4"
27"
SINGLE - HUNG„ SHUTTERS REQ'D.
05 -21 -11 (DOOR)
- N.O.A.
NO. 08- 0527.15, EXP.
DATE
07-11-12 (WINDOW)
PERIM.
MIN EME
S.H. #23
2
37"
38 3/8"
37 3/4"
39 3/8"
SINGLE - HUNG„ SHUTTERS REQ'D.
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S.H. #24
3
37"
50 5/8"
37 3/4"
51 5/8" 1
SINGLE - HUNG„ SHUTTERS REQ'D.
DOORS
NAME MARK
WIDTH
SIZE
HGT.
MASONRY (R /0.)
WIDTH HOT.
REMARKS
3068
A
36"
80"
41 1/2-
82 1/4"
EXT. FR. IMPACT DRS.
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(BASED ON
ASCE 7 -05, 146mph.
WIND
LOAD, EXPOSURE "C ")
- N.O.A.
NO. 05- 1215.01, EXP.
DATE
05 -21 -11 (DOOR)
- N.O.A.
NO. 08- 0527.15, EXP.
DATE
07-11-12 (WINDOW)
BTM.
REINF.
IN PATIO
TIE -BM. TO
BE (2) #7
BARS
BTM.
& 2 5
(
BARS
TOP„
TYP. ALONG
FULL
PERIM.
MIN EME
C- 1(TYP.) BTM.BREINO BE P2) ATIO #7 CITY OF SOUTH MIAN11
FIELD VERIFY & MATCH EXIST. BUIUQII'+dC' DEPT.
T.0.6.,, APPROX. ELEV. 8' -1" A.F.F. BARS BTM. & (2 #5
REFER TO TIE -BEAM &FTG. SPLICE BARS TOP„ TYP. ALONG STRUCTURAL SECTION
OR CONNECTION REQUIREMENTS FULL PERIM.
FOUNDATION &MASONRY PLAN
STRUCTURAL NOTES :
1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90, FOR LOAD BEARING
CONCRETE MASONRY.
2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR.
3. ALL CONCRETE COLUMNS INTEGRAL W/ THE MASONRY SHALL BE CAST AFTER THE MASONRY HAS BEEN
LAYED, SUCH THAT THE CONCRETE IS INTERLOCKED W/ THE MASONRY.
4. UNLESS SPECIFICALLY INDICATED OTHERWISE, PROVIDE DUR -O -WALL LADDER TYPE VERTICAL
REINFORCING IN EVERY OTHER COURSE OF BLOCK (16" O.C., VERT.)
5. THE CONTRACTOR MUST BE CAREFUL TO PROVIDE CLEANOUTS AT ALL BAR LOCATIONS TO ASSURE THAT
ALL CELLS ARE VERTICALLY ALIGNED, WIDE CLEAR OF ALL MORTAR & OTHER DEBRIS.
6. REINF. MASONRY WALLS ARE USED THROUGHOUT THE BUILDING, THE CONTRACTOR MUST INSURE QUALITY
WORK & PROPER PLACEMENT OF ALL REINF., VERTICAL WALL REINF. SHALL BE LAP SPLICED AT NO GREATER
THAN 4' -0" O.C. AND SHALL BE LAPPED A MIN. OF 2' -0 ". CLEANOUTS MUST BE PROVIDED AT ALL LOCATIONS
WHERE SPLICES OCCUR. REINF. IS TO BE PROPERLY SPACED & CENTERED.
CONCRETE STANDARD NOTES :
1. FOUNDATION & SLAB CONC. SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, & SHALL ATTAIN A MIN.
COMPRESSIVE STRENGTH IN 28 DAYS OF 2500 PSI., UNLESS, OTHERWISE NOTED.
2. FOUNDATION & SLAB CONC. WHEN PLACED SHALL HAVE A SLUMP OF 5" PLUS OR MINUS 1".
3. ALL REINF. STEEL SHALL BE NEW STEEL CONFORMING TO ASTM A615, GRADE 60. ALL ACCESSORIES SHALL CONFORM
TO TYP. DETAILS SHOWN IN THE MANUAL OF "STANDARD PRACTICES FOR DETAILING REINF. STRUCTURES ", ACI -315.
4. ALL CONT. VERT. & HORZ. REINF. BARS IN FOOTINGS, FOUNDATIONS, WALL SLABS & OTHER CONCRETE SHALL BE
LAP- SPLICED 36 BAR DIA. OR V -6" MIN., WHICHEVER IS GREATER. ALL BARS AT END OF CONT. FIG'S., BEAMS OR
CONT. HORZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF INTERSECTING ELEMENTS.
5. WELDED WIRE MESH TO BE 6x6 10/10 STEEL LAP JOINTS V -6 ", PROVIDE DOUBLE LAYER BENEATH ALL
BEARING WALLS, EXTEND FOR A DISTANCE OF 30" (TYP. AROUND PERIMETER)
6. VAPOR BARRIER BENEATH SLABS TO BE 6 MIL. POLYETHYLENE.
FOUNDATION NOTES
1. FTG'S. SHALL BEAR ON CLEAN SAND FILL COMPACTED TO ACHIEVE A BEARING VALUE OF 2,000 P.S.F.
2. SOILS SHALL BE TREATED FOR TERMITES PRIOR TO INSTALLATION OF BARRIER & POURING OF CONC., MATERIALS
& INSTALLATION MUST COMPLY W/ ALL GOVERNING CODES & REGULATIONS (PROVIDE MIN. 2 YR. WARRANTY)
3. AT ALL STEPPED FTG'S. (FTG. TRANSITIONS), ADD 45' DEGREE BENT #5 "Z" BARS
LAP FTG. STEEL 30" MIN. EACH END (AS APPLICABLE, SEE PLAN)
4. REMOVE ALL TOP -SOIL, ROOTS & SURFACE DELETERIOUS MATTER. OWNER TO BE RESPONSIBLE FOR SOIL
INVESTIGATION, FILL MATERIAL SHALL BE CLEAN WELL GRADED SAND, PLACED IN LIFTS OF NOT MORE
THAN 1' -0" & COMPACTED TO ACHIEVE A BEARING VALUE OF 2,000 P.S.F.,, TERMITE TREAT ALL FILL
PRIOR TO ANY CONC. PLACEMENT (MAINTAIN CERTIFICATION STATEMENT FOR INSPECTION)
BEAM SCHEDULE:
T.B. -1 = PROVIDE 8 "x12" CONC. TIE BM. W/4 #5 BARS CONT.
PROVIDE #3 TIES, 4 ® 12" 0 CORNERS &
BALANCED 48 ", MIN. 2 #5, 5' CORNER BARS
BENT 30" EACH WAY (TYP.), T.O.B. EL. 8' -1" A.F.F.
PERIM. RESIDENCE TIE BEAM, FIELD VERIFY & MATCH EXIST.
COLUMN SCHEDULE:
C -1 = (1) #5 BAR VERT., IN CONC. FILLED CELL @ 48-O.C.
& ALONG ECH. SIDE OF ALL OPENINGS (TYP., THROUGHOUT)
12"
8.. C -2 = 8"x12" CONC. LUMN /(4) #5 BARS VERT.
& #3 TIES ® 2" (UNLESS PLAN INDICATES OTHERWISE)
12 C -3 = 12 "x12" CONC. MN BLOCK W /(4) #5 BARS VERT.
12" & #3 TIES ® 12 "O,C. (UNLESS PLAN INDICATES OTHERWISE)
EXT. WALLS MASONRY : (UNIT MASONRY DESIGN)
1. THE DESIGN OF THE ENO. UNIT MASONRY IS IN ACCORDANCE
W/ ACI- 530- 93 /ASCE 5- 92 /TMS. 402 -92.
2. A SPECIAL INSPECTOR SHALL BE USED FOR THE INSPECTION
OF ALL REINF. UNIT MASONRY WALLS, A LETTER OF INTENT
SHALL BE SUPPLIED TO THE BLDG. DEPT. PRIOR TO PLAN
APPROVAL & PERMIT.
GENERAL REINF. NOTES :
FOR WINDOW & DOOR OPENINGS PROVIDE FILLED BLOCK CELL
W/ 1 #5 BAR EACH SIDE (FOR ALL OPENINGS 3' to 6')
REFER TO STRUCTURAL & CONC. GENERAL NOTES FOR MIN. REQUIREMENTS
UNLESS PLAN INDICATES OTHERWISE.
USE & OCCUPANCY CLASSIFICATION :
RESIDENTIAL, GROUP "R" (R -3), F.B.C. SECTION 310
CLASSIFICATION OF WORK :
ALTERATION, LEVEL -2, F.B.C. SECTION 304
3BD. /2BTH. ADDITION = 2183.00 S.F. O.A.
GENERAL CONDITION & PLAN NOTES :
1. CONTRACTOR TO FIELD VERIFY ALL BLDG. DIMENSIONS, MASONRY OPENINGS & ELEVATIONS,
PRIOR TO CONSTRUCTION OR FORM -WORK, ANY CONFLICTS SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER.
2. ALL EXIST. CONDITIONS HAVE BEEN PREPARED FROM THE MOST RELIABLE INFORMATION
AVAILABLE TO THE ENGINEER, CONTRACTOR SHALL VERIFY ALL EXIST. CONDITIONS PRIOR
TO CONSTRUCTION.
3. WALL REINF. REMOVED FROM DOOR & WINDOW LOCATIONS FOR PLAN CLARITY
(CONTRACTOR TO VERIFY ALL SILL HGT'S. & JAMB ELEVATIONS PRIOR TO POUR)
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EXISTING BEAM.
NEW CONCRETE BEAM, SEE
SCHEDULE FOR REINF'G.
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R�4
OIL
DRILL & EPDXY 4 - #5 DOWELS
x 36" LONG, W/ 6" MIN.
EMBEDMENT. USE C -100 HIL11
EPDXY, TYPICAL.
1. THIS DETAIL IS WHEN A NEW BEAM 1_ EXISTING BEAM
ABUTS AND /OR CONNECTS TO AN EXISTING BEAM. TO REMAIN.
TIE -BEAM CONNECTION DETAIL
SCALE: N.T.S.
BLOCK -UP OF EXIST. OPENING
SCALE: N.T.S.
:INF. STARTER DOWEL 181G.
:PDXY INTO EXIST, CONC. TOP & BTM.
ED 6"
INFILL WITH BLOCK, PROVIDE
No. 9 GAUGE DOR -O -WALL
EVERY OTHER COURSE.
DNC. BLOCK FILLED CELLS
=CH. SIDE OF OPENING
(1) 5 BAR VERT. FROM CONC. FTG.
=RSIgE OF EXIST. TIE -BM.
- EXISTING
MASONRY WALL
TO REMAIN.
NISH FOR IN -FILL LOCATIONS :
_LS FINISH W/1 "x2 "WD. FURRINGS @ 16 "O.C.
=AN -FOIL INSUL. & 1/2" GYP. WALLBOARD
,LLS FINISHED W/ 5/8" STUCCO COAT TO MATCH
RESIDENCE
- THIS DETAIL IS FOR CLOSING AN EXISTING OPENING.
?- SEE LOCATIONS THIS DWG.
- REVISIONS BY
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SCALE: N.T.S.
:INF. STARTER DOWEL 181G.
:PDXY INTO EXIST, CONC. TOP & BTM.
ED 6"
INFILL WITH BLOCK, PROVIDE
No. 9 GAUGE DOR -O -WALL
EVERY OTHER COURSE.
DNC. BLOCK FILLED CELLS
=CH. SIDE OF OPENING
(1) 5 BAR VERT. FROM CONC. FTG.
=RSIgE OF EXIST. TIE -BM.
- EXISTING
MASONRY WALL
TO REMAIN.
NISH FOR IN -FILL LOCATIONS :
_LS FINISH W/1 "x2 "WD. FURRINGS @ 16 "O.C.
=AN -FOIL INSUL. & 1/2" GYP. WALLBOARD
,LLS FINISHED W/ 5/8" STUCCO COAT TO MATCH
RESIDENCE
- THIS DETAIL IS FOR CLOSING AN EXISTING OPENING.
?- SEE LOCATIONS THIS DWG.
- REVISIONS BY
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