HomeMy WebLinkAboutCONSTRUCTION SET5TRUCTURAL NOTE5
CONSTRUCTION SET
GENERAL NOTES
CONCRETE REINI'OFMCEIVIENT
THE DESIGN AND CONSTRUCTION Off THE STRUCTURE AND/OR STRUCTURAL COMPONENTS DEPICTED
ON TH15 PLAN APE FULLY UNDER THE JURISDICTION Of THE FLORIDA 15UILDING CODE 2017. 1 . CONCRETE PEINffOPCING 5ARS SHAi.L
BE DEFORMED NEW BILLET STEEL CONFORMING TO A5TM
A-G 15, GRADE GO, WITH MINIMUM 1ELD
STRENGTH = 60,000 p5i,
2. CONTRACTOR SHALL VEPIFY ALL DIMEN51ONS WITH THE ARCHITECTURAL PLANS PRIOR TO
COMMENCEMENT Of CON5TPUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE 2. RE lNf ORCEMENT FOR CONTINUOUS
=OOTING5 SHALL BE CONTINUOUS AND SPLICED WITH A f ULL 24
ATTENTION Off THE ARCHITECT FOR COORDINATION Off CHANGES WITH THE ENGINEERING PLANS AND INCH LAP. PROVIDE CORNER BAPS,
SPECIFICATIONS.
3. ALL CONCRETE MASONARY CONSTR.
CTION SHALL CONFORM WITH AC(530-88/A5CE 5-88. ALL
3. CONTRACTOR SHALL COORDINATE SLAB ELEVATION, CHANGES, DEPRESSIONS, THPESHOLD5, PADS, CONCRETE MA50NPY UNITS SHALL COMPLY
WITH A5TM C-90 WITH TYPE M OR 5 MORTAR
ETC. AND ANY UNKOWN FIELD CONDITIONS. COMPLYING TO A5TM C-270. MA50�PY
UNITS SHALL HAVE A MINIMUM COMPRES51VE 5TPENGTH
4. THE CONTRACTOR 15 TO VEPIfY ALL EXISTING CONDITIONS iN THE FIELD FPlOKTO fABPICATION AND Of 2000 FSI ON THE NET AREA.
START Of CONSTRUCTION AND TO FPOTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS 4. ALL SPLICES SHALL BE LAP SPLICES,
SHALL BE A MINIMUM Of 46 BAR DIAMETERS, USING LARGER
CONTENTS. BAR DIAMETER WHEN SPLICING DIFFERENT
SIZE EARS,Rf INFOPCEMENT TERMINATIONE, INTO TIE
5. REFER TO THE ARCdITECTUPAL DRAWINGS FOP ALL DIMENSIONS NOT INDICATED. ANY DIMEN51ONAL BEAMS AND FOUNDATIONS OR AS NDTED.
DISCREPANCY FOUND ON THE STKUCTUPAL DRAWINGS SHALL BE FURTHER VEPIfIffD WITH 5. PE(NfORMCEMNT MAY BE BENT IN 5fflOFOP
FIELD, PPOVIDED THAT THE DIAMTEPE Off BEND SHALL
ARCHITECT * ENGINEER. 13E GREATER THAN G BAR DIAMETERE.
PEINfORCEMENT PARTIALLY EMBEDED IN CONCRETE SHALL
G. FOP MOUNTING AND 5ECUPING MECHANICAL EQUIPMENT, PEFER TO THE MANUFACTURES NOT BE BENT.
INSTPUCTION5 UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. G. SECURE PEINfORMCEMNT fPOM DISFLACEMENT
DUPING PLACEMEMNT UTILIZING CHAIK5 AND
BOLSTERS. WELDED WIPE MESH SHALL
7. THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT THE .1013-51TE, A CURRENT APPROVED 5OLSTER5 TO INSURE THAT THE MEE
CONFORM TO ASTIV A- 185. PROVIDE CHAIP5 AND
H 15 EMBEDDED I " FROM TOP Of SLAB.
SET Of SHOP DRAWINGS.
8. PffffEK TO AKCH(TtCTUPAL, MECHANICAL, ELECTFICAL AND PLLJME31NG DRAWINGS FOP OPENINGS, 7. STANDARD 00 DEGREE HOOK (STANDARD
AN EXTENSION FROM 13END AT LEA51
HOOK) SHALL TERMINATE WITH A 90 DEGRff If BEND AND
12 5AP DIAMET]fR5,
SLEEVES, ETC. NOT SHOWN ON THE STRUCTUPAL DRAWINGS. RE INfORCEMENT TERMINATIONS INTO
THIS SHALL BE USED AT ALL VERTICAL
TIE BEAMS AND FOUNDATIONS OR AS NOTED.
9. ALL CONSTRUCTION PERFORMED IN ACCORDANCE WITH THESE PLAN5 MUST AL50 MEET OR EXCEED 8. MINIMUM CONCRET If COVER SHALL BE:
ALL APPLICABLE AND CURRENT BUILDING CODE PEQLJIPEMNT5 AND MUST BE PIfPfOPMED IN
ACCORDANCE WITH fLOPIDA DEPARTMENT OF ENVIRONMENTAL PPOTECTION CCCL PERMIT. FOOTINGS #- PILES 3jj
10. AT ALL PHASES Of CON5TPUCTION, IT SHALL BE THE PESPONSIBILFTY Of THE GENERAL BEAMS, SLABS, WALL 2"
CONTRACTOR TO CONfIPM THAT ALL PROPOSED CONSTRUCTION 15 IN ACCORDANCE WITH THE GROUTED MASONRY 21'
M05T UP-TO-DATE CONSTRUCTION DPAWING5 AS AFFIROVED BY THE ARCHITECT AND ENGINEER Of
RECORD. 9. ALL FILE VERTICAL PE(NfOPCEMENT E
HALL BE SHOP FABRICATED WITH CLEAN 00- BENDS INTO
TPAN51TION CAPS. HOOKS SHALL HAVE
1 1. THE WALLS AND PARTITIONS BELOW THE DESIGN FLOOD ELEVATION HAVE BEEN DE51GNED TO ACP005 PILE INTO CAP CENTER (MAI
A MINIMUM LEG DIMEN51ON OF 15" AND SHALL 15E TURNED
\ITAIN A MINIMUM 311 CONCRETE COVER).
COLLAPSE FROM A WATER LOAD LESS THAN THAT WHICH WOULD OCCUR DUPING THE EASE FLOOD.
12. THE ELEVATED PORTION OF THE BUILDING AND SUPPORTING FOUNDATION SYSTEM HAVE BEEN 10. ALL BEAM STEEL 5PLICE-9 SHALL OCCUR
AT MIDSPAN FOP, TOP STEEL AND OVER COLUMNS FOP,
DESIGNED TO WITHSTAND THE EFFECTS Of WIND AND FLOOD LOAD,9 ACTING SIMULTANEOUSLY ON BOTTOM STEEL.
STPUCTUPAL AND NON5TPUCTUPAL BUILDING COMPONENTS,
fOUNDATION NOTES
CONCRETE NOTES
FOUNDATIONS SHALL 13E PREPARED IN FULL CONfOPMANCE WITH THE GEOTECHNICAL ENGINEERING
REFORT.
I . ALL CONCRETE DE51GN AND PLACEMENT
SHALL BE IN STRICT ACCORDANCE WITH THE ACI 1113UILDING
2. ALL RECESSES IN CONCRETE SLAB TO BE COORDINATED WITH ARCHITECT FOP DETAILS INCLUDING CODE REQUIREMENTS POP STRUCTURAL
CONCPETE,lj ACI 3 1 8-E)5.
BUT NOT LIMITED TO: THRESHOLDS, STEPS, RECE55ED SHOWER LOCATIONS, FLOORING FINISH
MATEPIAL5, AND DRAIN LOCATIONS, ETC. 2. CONTACT ENGINEER 48 HOUR.5 PRIOI'TO
POURING CONCRETE 50 ARRANGEMENTS, CAN BE MADE
TO HAVE AN ENGINEER OR INSPECTOR
PRESENT DURING THE POUP.
3. A VAPOR BAPRlffP 15 TO TO BE PLACED UNDER ALL BUILDING FOUNDATION BEAMS AND f LOOK
SLADE, IN ACCORDANCE WITH A5TM If 1993-98. TO BE INSTALLED FIRIOP TO POURING CONCRETE 3. PROVIDE (4) TEST CYLINDERS FOP, EA
H 50 C.Y. Of CONCRETE PLACED OR FRACTION THEREOF.
FOR FOUNDATION, 4.
STRUCTURAL CONCRETE SHALL CONFDPM
TO ACI 30 � 5PECIFICATION5 AND SHALL DEVELOP THE
4. ALL ELECTRICAL CONDUIT, PLUMBING, A/C DUCTS, AND OTHER MECHANICALLY REQUIRED INTEPIOUR FOLLOWING MINIMUM COMPRESSIVE
5TRENGTH AT 28 DAYS:
COMPONENT LOCATIONS AND INSTALLATION MUST BE COORDINATED WITH THE APCHTECT PRIOR TO
CON5TPUCTION Of THE FOUNDATION. SPREAD AND WALL FOOTINGS
3000 P51
COLUMNS AND WALLS
3000 P51
5. CONTRACTOR SHALL COORDINATE SLAB ELEVATIONS CHANGES AND ANY UNKNOWN FIELD BEAMS AND SLABS
3000 F51
CONDITIONS.
G. THE FOLLOWING FREQUENCY OF TESTING SHALL 13E REQUIRED BEFORE PLACING CONCRETE fOR USE PEGULAR WEIGHT CONCRETE.
FOOTINGS AND SLABS:
5. STRUCTURAL CONCRETE SHALL CONr
CONTINUOUS FOOTING/GRADE BEAM SHALL 15E TESTED EVERY 40 LINEAR FEET AT 15EAPING
)PM TO ACI 301 AND HAVE THE FOLLOWING SLUMPS
AGGREGATE PEQUIPEMENT5:
ELEVATION AND ONE FOOT BELOW 5EAPING. COLUMN FOOTINGS - 25% OF FOOTINGS SHALL
BE TESTED AT 5EAPING AND ONE FOOT BELOW BEAPING. 5UILDING PAD SHALL 13E TESTED
LOCATION SLUMP
MAX. AGGREGATE
EVERY 1000 SQUARE Fff ET Of FLOOR
, AT GRADE AND ONE FOO`T BELOW GRADE.
FOOTINGS 411± "
�0__TM #57
COLUMNS 511± I"
A5TM #57
IN AREAS Of THE BUILDING PAD WHERE 501L IS 13EING CUT IT 1-9 THE !RESPONSIBILITY Of THF BEAMS AND SLABS 511± I"
A5TM #57
51TE CONTRACTOR TO DEN51FY THE TOP 12 INCHES OF EXISTING SOIL TO 95% OR MODIFIED FILLED CELLS 8"± I
A5TM #8 PEAPOCK
PROCTOR AS RECOMMENDED IN THE SOILS REPORT FOP TH15 rPOJECT PREPARED BY K5M TIE EMS t TIE COL5 5"± 1
A5TM #8 PEAROCK
ffNGINEEPING, INC. DATED NOVEMEEK 200E). PILES 511± I"
A5TM #5 PEAROCK
THE USE Of JITTEPEUGE, TO CON50LIDATE
CONCRETE WILL NOT BE PERMITTED.
THESE 501L TESTS SHALL MEET OR EXCEED 95% MODIFIED PROCTOR (A5TM D 1557 METHOD A) G. ALL PUMPED CONCRETE WITH #57 AGGR.EGATE
15 TO CONTAIN A HIGH RANGE WATER REDUCING
7. THIS STPUCTURE 15 DE51GNED IN ACCOPDANCE WITH A5CE 24, THE FILE * COLUMN FOUNDATION AGENT. MINIMUM SIZE OF: D15CHARG
� TO BE 4" I.D.
AND THE STRUCTURE TO BE ATTACHED THE PETO HAVE BEEN DE51GNffC) TO BE ANCHORED TO PE515T 7. A 211 I.D. D15CHARGE MAY BE USED WITH
#8 AGGPffGATE. USE PLASTICIZER ADMIXTUPE If
FLOTATION, COLLAPSE AND LATERAL MOVEMENT DUE TO THE EffECT5 Of WIND AND FLOOD LOADS NECE55APY TO INCREASE SLUMPS EE(OND
THAT NOTED ABOVE.
ACTING SIMULTANEOUSLY ON ALL BUILDING COMPONENTS, IN ADDITION TO OTHER LOAD
KEQUlPEMffNTS AS DEfINED IN CHAPTER IG Of THE f5C. 5. CHAMFER ALL EDGES Of EXPOSED CCNCRETE
3/4" UNLE55 NOTED OTHEPW15ff.
9. ALL SLABS ON GRADE SHALL BE FIBER
DEEP fOUNDATION WELDED WIPE FABRIC
PEINfORCED CONCRETE, UNLE55 NOTED OTHERWISE.
SHALL CONfOPI'd
TO ASTM-A 185.
FILES SHALL BE CAST IN PLACE (AUGER) I G11 DIA wth 5,000 p5i CONCRETE (SEE TYPICAL DETAIL). 10. SLEEVE ALL PENETPATIONS, THROUGH
PERMITTED. SUBMIT LOCATION AND E
3EAMS AND SLA55 INDIVIDUALLY. CORE DRILLING WILL NOT BE
IZE Of SLEEVES THROUGH BEAMS TO ENGINEER FOP REVIEW
2. ALL PILES SHALL BE CON5TPUCTffD IN ACCORDANCE WITH THE IRE COMMENDATIONS Of THE 50IL5 PRIOR TO CASTING CONCPETF,
ENGINEER AND PROVIDE THE FOLLOWING CAPACITIES: 1 1. NO Rf INFOPCING EAPS, SHALL BE CUT
TO ACCOMMODATE THE INSTALLATION Of ANCHORS, EMBEDS
alk rde5 @ 20'± bCIC')W 5r-Our - 40 TONS COMPRESSION; 12 TONS TENSION OR OTHER ITEMS,
12. AT CHANGES IN DIRECTION Of CONC
REFER TO PILE SCHEDULE (5heet 5-2) FOP MOPE DETAILS. BAP5 OF SAME 51ZE AND QUANTITY UIJLE55
E WALLS, BEAMS 4 5TPIP FOOTINGS, PROVIDE CORNER
NOTED OTHERWISE AS MOPIZONTAL STEEL. RIffEP TO
TYPICAL DETAIL.
3. UNLE55 OTHEKWI5E NOTED ON PLANS, CENTER ALL PILES/PILE CAP5 UNDEK RESPECTIVE COLUMNS.
13, ALL EMBEDDED ITEMS SHALL 13E 5ECUKELY
TIED IN PLACE PRJOK TO CONCPJ=TE PLACEMENT.
4. CAST IN PLACE (AUGER) TYPE PILES SHALL CON515T Of CONCRETE PLACED AFTER BEING DRILLED BY
A CONTINUOUS FLIGHT AUGER. 14. WEDGE BOLTS SHALL BE ITW RAMSETMEDHEAD
E30LT-9 OR AFPPOVfD EQUIVALENT INSTALLED IN
ACCORDANCE WITH MANUfACTUPER!5
TOLERANCE POP FILES 15 2" IN ANY DIRECTION UNLESS NOTED OTHERWISE. ALL FILES TO PENETRATE INSTALL.
RECOMMENDATION5. DO NOT CUT EX15TING PEINIFOPCING TO
H 20.00 NAVD OF AS NOTED. PEFEP TO I-ILE SCHEDULE (5heCt 5-2) FOP MOPE DETAILS,
15. HEADED STUD ANCHORS SHALL BE AS
-M A 108, GRADE 5, 10 10 THROUGH 1020 AS
MANUFACTURED BY NEL50N STUD OR
SHALLOW FOUNDATIONS "5TPUCTURAL
APPROVED EQUIVALENT. STUD WELDING SHALL CONFOPM TO
AW5 D 1. 1 WELDING CODE."
SOIL TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS I G. FOOTING 51ZES SHOWN ARE FOR FOO`lNG5
CONSTRUCTED WITH 51DE FORMS. F -901L MATEKIAL
Of THE SOILS ENGINEER AND PROJECT SPECIFICATIONS. CAN HOLD A VERTICAL SHAPE, IT CAN
BE USED AS AN EARTH ffOPM. ALL SLOUGHED MATERIAL
SHALL BE REMOVED FROM EXCAVATIO�
2. CENTER ALL FOOTINGS UNDER THEIR PE5PECTIVE COLUMNS OR WALL5 UNLE55 OTHEKWISE�511OWN
13EFORE AND DUKING PLACEMENT OF CONCRETE.
ON PLANS. MAXIMUM MISPLACEMENT OR ECCENTRICITY SHALL BE 2", TOLERANCE FOP 17. PLACEMENT Of CONDUIT AND PIPES IN
CONCRETE SHALL CONFORM TO ACI 3 18, SECTION G.3.
MIELOCAT(ON Of COLUMN DOW'El_5 OR ANCHOR BOLTS TO BE PEP ACI OR A15C STANDARDS.
3. WHERE VERTICAL CON5TPUCTION JOINTS OCCUR IN CONTINUOUS FOOTINGS, PROVIDE A KEYWAY
PEP THE TYPICAL DETAIL. HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED.
THESE PLANS ARE NOT FOR
CONSTRUCTION UNLESS STAMPED
4. CONTRACTOR TO NOTIFY APCHITECT/ENGINEEP IF SOIL CONDITIONS ARE UNCOVERED THAT PREVENT
"Construction
THE REQUIRED 501L BEARING PRE55UPE FROM 13EING OBTAINED. Set", DATED,
S)IGNED AND SEALED BY THE ENGINEER.
5. COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOP INTERFERENCE. INDIVIDUAL ALL CONSTRUCTION SHALL BE
IN COMPLIANCE WITH ALL
FOOTINGS SHOULD BE LOWERED WITH THE PRIOR APPPOVAL Of THE 5TPUCTURAL ENGINEER. JURISDICTIONAL PERMITS, CONDITIONS
AND CONTRACT DOCUMENTS.
CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE DRAWINGS.
G. EXCAVATING UNDER OR NEAR N-PLACE fOOTING5/fOUNDATION5 WHICH DISTURBS THE COMPACTED
SOIL BENEATH THE FOOTINGS/fOUNDATIONS WILL NOT BE PERMITTED: CONTRACTOR SHALL CQORDINATE
ALL DETAILS AND
7. REINFORCING SHALL BE SUPPORTED ON PRECA5TCONCKETE PADS. DOWELS fORCOLUMN5 AND ELEVATIONS WITH ARC
ITECT PRIOR TO CONSTRUCTION.
ff ILLED CELLS SHALL BE SECUPED IN PLACE FPIOR TO POUPING CONCUTE, USE TEMPLATES FOP,
SETTING COLUMN DOWELS AND ANCdOP BOLTS.
F32
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F13
F I G
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PILING OVERVIEW
5CALE: 3/1 G" = I'-011
CODE � DE51GN CKITEKIA
I . ALL STRUCTURAL PLANS SHALL BE IN ACCORDANCE WITH THE FLORIDA 13UILDING CODE AND
fLOPIDA BUILDING CODE PESIDENTIAL 2017.
2, BUILDING CLASSIFICATION ENCLOSED
3. DE51GN WIND SPEED I 70mph Vult
4. IMPORTANCE FACTOR 0
5. EXPOSUPE CLA551FICATION 0
G. INTERNAL PRESSURE COEF. t 0.18
7. 51ESMIC ZONE 0
8. MEAN BUILDING HEIGHT 28.42'
9. ALLOWABLE SOIL 13EAPING PPE55URE 2,500 PSF. VERIFY WITH GEOTECHNICAL ENGINEER
REPORT PRIOR TO CON5TPUCTION,
ASSUMPTIONS:
A. THE BUILDING 15 'ENCLOSED" AS DEFINED IN "FLORIDA BUILDING CODE 2017.
5. WIND VELOCITY PPE55URE5 AND COEFFICIENTS USED ARE POP MAIN WIND FORCE RE51STING
SYSTEM; ALLOWABLE STRESS DESIGN, K6 = 0,85.
C. ALL PPE-MANUFACTUPED COMPONENTS, I.E. WINDOWS, DOORS, JAMES, TPU55E5 ETC. SHALL
BE VERIFIED 13Y MANUfACTUREKTO 13E CAPA13LE OF SUSTAINING DE51GN WIND FORCES.
INSTALLATION SHALL DE IN ACCORDANCE WITH MANUFACTUPERS, SPECIFICATIONS.
D. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS: I.E. POOf TILES, SOFFITS, ETC.
SHALL 13E INSTALLED IN ACCORDANCE WITH MANUFACTURERS 5FECIfICATION5 FOR
ADEQUATELY RESISTING OR TKANSfEPPING WIND LOADS TO THE MAIN WIND ffOPCE RE515TING
SYSTEM.
E. OWNER OR CONTRACTOR SHALL OBTAIN NECE55ARY INSTALLATION 5PECIFICATIONE, AND
INSPECTIONS REQUIRED TO COMPLY WlfH MANUFACTUREP5 PECCOMMENDATION5 FOR
INSTALLATION Of COMPONENTS AND CLADDING FOR HIGH WIND VELOCITY APEA5.
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By
lQ1,16ar"vy
MA50NKY NOTES kl&&ld'Q
df_0&z;k?V
,M TO ACI "BUILDING CODE EQUIPEMENT5 FOP MA50NKY
I . MASONRY CONSTPUCTION SHALL CONT OR
5TPUCTURE5" (ACUA5CE 530-88) AND 5FECII`lCATION5 FOP MA50NPY 5TPUCTURES" (ACl/A5CE
5,30.1-85) EXCEPT AS AMENDED BELOW.
2. 5TPUCTUPE HAS BEEN DESIGNED AS A BEARING WALL STRUCTUPE. ALL MASONRY UNITS SHALL BE
LAID PRIOR TO CONCRETE PLACEMENT Of COLUMNS, BEAMS AND SLABS FOR THE SAME STORY,
3. USE TYPE "M" MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF 2500 P51 FOP A13OVE GRADE
APPLICATIONS AND TYPE 'E" MORTAR WITH A MINIMUM COMPRE551VE 5TPENGTH OF 2000 F51 FOP
BELOW GRADE APPLICATIONS.
4. MA50NPY UNITS SHALL CONFORM TO ASTM COO WITH A MINIMUM COMPRE551VE STRENGTH OF
2800 P51 ON NET SECTION, TO PROVIDE NET AREA COMFPE551VE STRENGTH OF MA50NPY (Fml) Of
2000 PSI.
5. PROVIDE FILLED CELLS AS SHOWN ON PLANS, IN ADDITION, PROVIDE FILLED CELLS:
A. AT ANCHORAGE Of CONNECTIONS OR 13EAPING OF BEAMS AND GIRDER TRUSSES.
E. AT ALL CORNERS AND lNTffR5ECTION5
C. (1) CELL ADJACENT TO OPENINGS FOP WALL SPANS LE55TdAN 10'. (2) CELLS ADJACENT
TO OPENINGS FOP WALL SPANS GREATER THAN 10'
D. AS SHOWN ON APCHITECTURAL PLANS
E. MAXIMUM 48" O.C. (UNLESS NOTED OTHERWISE)
G. FROVIDE FULL MORTAR5EDDING APOUND ALL FILLED CELLS WITH VEPTiCALKEINFOPCING.
7. �EINFORCING FOR FILLED CELLS SHALL CONFORM TO ASTM AG 15, GRADE GO, LAPPED 48 13AP
DIAMETERS.
(5, \LL FILLED CELLS AND COLUMNS SHALL 13E POURED AT LEAST TWO (2) HOURS PRIOR TO FOUPING
5EAM5 AND LINTELS,
9. �EINI`OPCF WALL WITH LADDFPTYPE REINI'OPCEMENT ("DUR-O-WALL" OR EQUAL) IN BED JOINTS AT I G"
D.C. MEASURED VERTICALLY. LAP 5PLICE ALL HOPIZONTAL WALL REINFORCING G". PROVIDE
PPEFABRICATED'TEff" OR CORNER 5rCTION5 AT ALL INTERSECTING WALLS.
10 �EfERTO TYPICAL WALL SECTIONS, FOP MAXIMUM CONSTRUCTION HEIGHT Of MASONRY WALLS.
PROVIDE CLEAN -OUT HOLES AT EA5�E Of FILLED CELL WHEN THE CONCRETE FOUR EXCEEDS 5 FEET IN
HEIGHT.
1 1. NLL FRANGIBLE (5PEAKAWAY) WALL5 HAVE BEEN DE51GNED IN ACCORDANCE WITH A5CE 24.
C:2
00
I
0
44
0
C)
PROJECT NO.
18-022
SHEET
S-1
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
TOP OF BEAM
0 9.0 NAVD
NIONOUTHIC FOOTER w/
RECi FOR GARAGE DOOP-
(tyr.) - refer to cletai[5
to cletai[5 - ALL
D15CCNTINUC
TRAN51T[Ok
TOP OF BEAM
@ 10.5 NAVID
TOP OF BEAM
@ 10.5 NAVD
4" thick FRANGIELIF 5LA5 or
5AND-5ET 13FICr, FAVEP5
refer to architectur�15�
CANTILl GRADE
EFAM (51MILAP TO
5TANDARD GRADE 5EAM)
WIDTH REDUCED TO I G"
TOP OF BEAM.
@ 12.5 NAVD
7
TOP OF BEAM
@ 9.0 NAVD
WALL FOOTER
SHEAR _-�-SHEARWALL FOOTER
Ityip.) refer to details (typ.) refer to details
+1
SLOPE 2"
0
-P\J-
;Ut
TO
@
4" THICK "FRANGIBLE" CONCRETE SLAB
(MINIMUM 3000 PSI @ 28 DAYS)
FIBERMESH REINFORCED - SAW CUT AS SHO�
OVER 6 MIL. VISQUEEN VAPOR BARRIER
OVER CLEAN COMPACTED TERMITE TREATED
FILL (COMPACTED TO 95% DENSITY)
ELEVATION
typical for all GROUND FLOOR slabs
- 14-10' E.Fiff.
(5.2 N.A.Y.D.)
2'-0"
5HEARWALL FOOTER
(typ.) rofer to dCta115
flat
t�0�77
OF BEAM
CAP
7�
71
1
0 N AVID
L
L— — — — 4LI11"11",�, 1
GAPAGE 5LA5 TKAN51TION
refer to detail 5heet 5-9
4" THICK **FRANGIBLE**
El MON
"FRANGIBLE" CONCRETE SLAB TOP OF CAP
4" THICK
CONCRETE SLAB
L ------
fl (13.0 i.A.V.l @ 13.0 NAVD
4"
0�
4,
TOP
@ 13.0 NAVID
typical (3) 51dC5
L
MONOLITHIC FOOTER /'0
refer to details sheet a
- ALL STEEL DISCONTINU un
1 0
AT TRANSITION CA
TOP OF BEAM
@ 13.0 NAVD
TOP OF CAP
@ 11.5 NAVD
TOP OF BEAM
@ 10.0 NAVD
RP
'M
SHEARWALL FOOTER (typ.)
refer to details
TOP OF BEAM
@ 13 0 NAVD
4" THICK "FRANGIBLE" CONCRETE SLAB
(MINIMUM 3000 PSI @ 28 DAYS)
FIBERMESH REINFORCED - SAW CUT AS SHOWN
OVER 6 MIL. VISQUEEN VAPOR BARRIER
OVER CLEAN COMPACTED TERMITE TREATED
0
G
FILL (COMPACTED TO 95% DENSITY)
typical for all GROUND FLOOR slabs
�21 011__�
2 U ,
ELEVATION
1 '-0" B.f F
(13.0 N.A.V.D.)
� SHEARWALL FOOTER (typ.)
refer to details
15EAM TANf_rlW�7 TOP OF BEAM
GRADE 0 11.5 NAVD
refer to detail 5hect 5-1 1
ALL CONCRETE SLABS BELOW THE ryfliCAL (2) LOCATION5
LOWEST HORIZONTAL SUPPORTM
MEMBER ELEVATION (16.41 N.A.V.D.)
SHALL BE FRANGILBE DESIGN.
4" THICK CONCRETE SLAB
C) IU)
(MINIMUM 3000 PSI @ 28 DAYS) Lo
FIBERMESH REINFORCED - SAW CUT AS SHOWN_�
OVER 6 MIL. VISQUEEN VAPOR BARRIER
OVER CLEAN COMPACTED TERMITE TREATED
FILL (COMPACTED TO 95% DENSITY) w__C _tj T
typical for all GROUND FLOOR slabs I
TOP OF BEAM
0 13.0 NAVD
E SAW -GUT
4ru
in 4" co ic. SLAB
4'
4
indu ed crack
4
MCI
IF RANG115LE 5LA13 DETAIL
5C/-,LE: not to 5cale
10
46"
ELEVATION
(12,5 N A.V.l
4!' THICK CONCRETE SLAB
(FRANGIBLE)
0
�6"
4" THICK CONCRETE SLAB
(FRANGIBLE)
ELEVATION
1 1 _G11 B.F.f.
12 5 NAV.D.)
6
TOP OF BEAM
0 12.5 NAVD
FOP AIC EQUIPMENT I
ALL ENCL05ED SPACES DELOW THE BASE ff LOOD
ELEVATION SHALL BE PROPERLY VENTED IN
ACCORDANCE WITH ffbC REGULATIONS - USE
CA5T-CRETE 6U(5 PRECAST CONCRETE LINTEL5 (or
eopivalent) AE30VE ALL REQUIRED fLOOD VENTS IN
MASONRY WALL APPLICATIONS - REf ER TO
ARCHITECTURAL DRAWINGS FOR VENT LOCATIONS
ALL CONCRETE SLABS BELOW THE
LOWEST
HORIZONTAL SUPPORTING
MEMBER ELEVATION (16.41 N.A.V.D.)
SHALL BE FRANGILBE DESIGN.
7- 1 C"-
- - - - - - - - -
TOP OF CAP
0 12.5 NAVD
(typical)
WALLFOOTER
refer to details
TRAN51TION CAF LAYOUT
fKANGIBLE fOOTING5 * 5LA[35
12" THICKENED EDGE wl
(2) #5'5 cont. (typ. at
under -patio 51ab perimeter)
TOP OF CAP
@ 12.5 NAVID
(typical)
SCALE: 114"= I'-011
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
"Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
refer to EXTERIOR
STEPS FOUNDATION
PLAN sheet S-11
EDGE wl
vv. at
4" thick FRANGIBLE SLAB
(A/C equipment ad - refer to
architecturals Ill locations)
ELEVATION
�_f -111-0113.1"1
(I 2�5 N.A.V.D.)
D15CONTINUE STEEL for
FRANGIBLE FOOTINGS
refer to plan5for locations
CONTINUOUS 'COTEP @
EXTERIOR PERIMETER
wl (2) #5'5 cont, (TYP.)
#3 STI KKLJ P5 M f P d
wl IN51DE DIA.
(G) #GO IN
AUGER CAST PILE
exterior ed,�c
of caoyfooter
— — — — — — — -
interior eci�e
G" AUGER CAST PILE
PILE CAP
5ce detall
TYPICAL FILE @ TRANSITION CAP
(wl adjacent continuou5 footin(�)
#3 STIRRUPS wRid
W/ IN51DE DIA.
�xterior ecicje of cjrade beam
(G) #GO IN
AUGER CAST FILE
interior ed,�P_ of cjraoc beam
I G" AUGER CA51 I
TYPICAL PILE @ GRADE BEAM
#3 STIRRUPS MFKcj
exterior ea�ae of �raae beam
wl %`;N51DE DIA.
I G" AUGER CAST FILE—/ r\—Inte—nor �JTC ofTra,17-beam
Q #GO IN
AUGER CAST FILE
TYPICAL FILE @ GRADE 13EAM
(CORNER)
TYPICAL #G IN AUGER,
CAST PILE
t� 3f lie
bottom of tran5ltlon cap
4
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CAST FILE
A
I
TYPICAL FILE FROffILE
FILE REINfORCEMENT DETAI L5
5CALE: NOT TO 5CALE
(7) #Gx 18" @ 9"
O.C. AS SHOWN
(3) #3 5TIPl
@ 5" O.C.
(I b" EACH
)E AS SHOWN
PROVIDE A MINIMUM 3" CONCRETE
COVER `OF, ALL REINFORCING STEEL.
ALL TRANSITION CAFS AKE CENTERED
OVER C0KRF5FONDlNG AUGER PILE.
TKAN51TION CAF DETAIL5
SCALE: NOT TO SCALE
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PROJECT NO.
18-022
SHEET
S-3
1
79
zi�
FOU Pff D-IN-PLACF
G" THICK (nominal)
3000p5i CONCRETE
5TRUCTURAL 5LA15 wl
#4'5 12" O.C. EVV
EffVATION
+01-01, F.r.
refer to 5ection
for [i detalb
FOUPED-IN-PLACE
TfIlCr (nommai)
3000r51 CONCRETE
STRUCTURAL SLAB
(balcony)
refer to clotaiI5 for
reinforcement
C-7 �1
(2)1 1
LgDGE
2x4 PRE ENGINEERED WOOD
11
LOOP, TKU55E5 @ 24 O.C.
refer to 5hop clrawinOJ5
JELEVAT
r 10
1+0 1-011 f.1
+
M A5 0 N KY 5 11 EARWALL
1 D111 T. LED�Ikpl
, z —
ji,
7--
M A�) 0 , N P� I v 5t1EAPWALL
CN
0
C-4
CANTILEVER
21- 1 01[-� 9TAIKWELL- open to bel r�fkr to
:iig b- I �4or FRAMNG �WAII_5 - refer to
ARCHITECTLIPAL PLANI� for 5TAIK5 D��T�\11_')
-2 0' X X-3 4"�'
--------- -
[CT �-7
5" - I - 1,
7 F-
Fou�ffD N F, 1"CE 01
F 5TFUCPfKAL 5LAD - refe
,to Cjeta,j� Fo, ronforce mt ---------
MA5 NRY 5HEARWALL -------- - - -
FCTB--8]
refer to 5ection ------- -HR N
q IT
for beam aetai[5
7
CANTILEVER M
R70 -
f. F �_'(,F fr�
C-7
- ------ 71 1 -2"
A COMPONENT Of ThE ADJACENT MASOI,
51t1EARWALL AND 5HALL BE CONSTRUCTED IN A
CONSISTENT MANNER. A5 DEFINED BELOW.
ELEVATOR 5HAfT WALL5 5HALL BE CON51DERED
4P
'Y
refer to 5ection
for beam detaiI5
FOUPED-IN-PLACE
G" THICK (nominal)
300OP51 CONCRETE-
STPUCTUFAL 5LAI5 wl
#4�� J 2" D.C. EW
ELEVATiON
+0-01ff.
MASONRY 51-1EARWALL
CANTILEVER,
,IGINATING
ALL MA50NKY CON5TRUCTION OR
BELOW THE LOWE5T ALLOWED HORIZONTAL
5UPPORTING MEM13ER @ I G.50'N.A.V.D.
TIR5TFLOOR) 5HALLBEffKANGIBLE
CON5TRUCTION, UNLE55 NOTED OTHERW15E.
KEI`EK TO 5H EET 5-9 FOR f KANGIBLE WALL
CON5TRUCTION DETAIL5.
_Ak _ELEVATION
0 �Ff
T.S. COLUMN
--I; above) 40 g
MAX. LOAD 0
(S)
LU
0 (S)
'n
z D
LLJ 3-/
- - - -------- LU T
4 1
[V/ a/
p
D_
............
X
C\j
C)
-0
2x4 PRE ENGINEERED WOO
f LOOK TKU55E5 @ 24 11 0).
refer to 5hop drawincjs
5" C.M.U. MA50NPY SHOPE-NORMAL
5HEARWALL w FILLED CELL COLUMN5 @
46" o.c. MAX. t I Gcja, LADDER TYPE REINF.
refer to TYPICAL WALL 5ECTION for detadr,
CTB_1� M �,50NRY 5H EAPWALL
------- --- ---
ALL ENCL05ED 5PACE5 BELOW THE DA51f f LOOD
ELEVATION 5HALL BE PROPERLY VENTED IN
ACCORDANCE WITM FDC REGULATION5 - U5E
CA5T-CKETE 51_18 PKECA5T CONCRETE LINTEL5 (or
equivalent) ABOVE ALL REQUIRED FLOOD VENT5 IN
MA50NKY WALL APPLICATION5 - REFER TO
ARCHITECTURAL DRAWING5 FOR VENT LOCATION5
4"xi2` T.E. COLUMN
j;:
(TSC-2; albove)�'
ALL WALL5 DENOTED 'MA5ONKY 5HEAKWA L"
(ILUU5TKATEDA5 IINTdh1I*T1l�
ARE NOT ff KANGIBLE AND 5HALL BE
CON5TRUCTED IN ACCORDANCE WITH TH
METHOD5 FRE5CRIBED IN THE "TYPICAL W LL
5ECTION" ON THE DETAIL5 5HEET 5-41
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
"Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
MA50NRY 5HEAKWALL 4 CT13-
5" C.M.U. MASONRY SHORE-NOPMAL --i 0'4
5HEARWALL w FILLED CELL COLUMN5 @
48" o.c. MAX. * I G6ja, LADDER TYPE RE INF.
refer to TYPICAL WALL SECTION for detaiI5
(2) 2x 10 P.T. LEDGER wl
11
i x7" WEDGE ANCHOR G"
f ROM EN D5 * @ 2411 0. C.
typical for all wood floor
tru55 bearinL3 lecicjer5
-PCU RED -I N -PLACE
Gil THICK (nominal)
3000p5i CONCRETE
5TPUCTURAL 5LA13
0z U
0
J2
15t f LOOK fKAMING PLAN
CONCKETE COLUMN LAYOUT
5CALE: 114" 1 1-0"
SHALL COORDINATE ALL DETAILS AND
CONTFACTOR
ELEV*IONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
CONSTRUCTION SET
F:IR5T fLOOR CONCRETE TIE 5EAM 5CHEDULE
MARK
PLAN 51ZE
_W
REINFORCEMENT
TOP o
BEAM
REMARKS
D__7
TOP
M.
50T.
STIRRUPS
CT5- 1
24"
8"
(2) #5
n1a
(2) #5
#3 @ 12" C.C.
+0'-011
TYPICAL 15t I'LOOP BEAM exterior
CTB-2
23"
12"
(3) #5
ri/a
(3) #5
#3 @ 12" O.C.
12" 13EAM - FLOOR SUPPORTING
CTE-3
24"
1 G"
(3) #5
n/a
(3) #5-
#3 @ 1211 O.C.
+01-011
INTERIOR I Gil BEAM @ GARAGE
CT5-4
Varll55
12"
(3) #5
n/a
(3) #5
#3 @ 12' O.C.
510pe&
BOTTOM @ -2-0" 5.F.f.
CT5-5
24"
12"
(3) #5
rVa
(3) #5
#3 @ 12" O.C.
+0'-0"
1211 BEAM - EXTEPIOR WALL 5EAPING
CTB-5a
varie5
12"
(3) #5
n/a
(3) #5
#3 @ 1211 O.C.
5bpe&
BOTTOM @ -2'-0" 5.f.f.
CT5-G
varie5
8"
(2) #5
ni
(2) #51
#3 @ 12" O.C.
510r6cl
BOTTOM @ -2-0" 5.f.F.
CTE-7
20"
8"
(2) #5
P/a
(2) #5
#3 @ 12" O.C.
vane5
TYPICAL PATIO 5LAD BEAM
CT15-7a
1511
511
(2) #5
n1a
(2) #5
#3 @ 12" O.C.
vari,55
I BOTTOM @ -2-0" 5. f. ff.
CT[5-(5
23"
5"
(2) #55
n1a
1(2) #5
#3 @ 12'1 O.C.
-0'- 1
TYPICAL 15t FLOOR BEAM interior
W
C�
CTt5- I
7�_ W
CT5-2
V/
CT[3-5 CTB-G
CT13-5a
G" PATIO SLAB
C)
REINFORCEMENT
DIMENSIONS
0 0!
APE IDENTICAL
TO CTB- I
CTE)-
I a
W
e
CT15-7a
L
CTE3-3
VV
CT5-7
W
CT15-4
IST13-6
5PECIALLY LOADED BEAM
w (3) #5'5 cont. TOF STEEL
o (3) #5x72" Oft 51cle TOP STEEL
(4) #3 STIRRUPS @ Gil O.C.
(typical at bearn eri
#3'5 @ 12" O,C. ebewhere
(3) #5'5 COnt, BOTTOM STEEL
CT13-2a
CONCRETE COLUMN 5CI1EDULE
MARK
PLAN 51ZE
PEINfORCEMENT
REMARKS
15
H
VERTICAL
TI ES,
C 1
51,
1 Gil
(4) #5
#3 @ 12" O.C.
TYPICAL `ORM-POUPED COLUMN
C2
61,
1 Gil
(G) #5
#3 @ 12" O.C.
TYPICAL CORNER FORM-FOURED COLUMN
C3
12"
1 Gil
(G) #5
#3 @ 12" O.C.
TYPICAL FORM-FOURED COLUMN - ELONGATED
C4
1211
12"
(4) #5
N/A
12" 5q. PILASTER BLOCK COLUMN - 5ee note below
C5
18"
1 24"
(8) #5
1 #3 @ 12" O.C.
GARAGE DOOR COLUMN
CG
12"
1 12"
(G) #5
#3 @ 1 2' O.C.
OPTIONAL � 2"x 1 21'COLUMN
C7
101
1 G"
(G) #5
N/A
I Gil 5q. PILASTER BLOCK COLUMN - 5ce note below
5
C_ I C-2 C-3
SEE PLAN FOP, ORIENTATION
L
C-5 C-G
C-G MAY BE USED IN PLACE Off C-4
-off
L
C-7
C-7 MAY BE USED IN PLACE Of C-5
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PROJECT NO.
18-022
SHEET
S-41