01-0098-010 i
VIP 8° 4 12" cEEG, COLUMN :A N G; E N E fR A L 5 T fR U G T U fR A L 0 T E 5 W/ 4 S. SEE DETAIL
5r
GENERAL - 1= OUNDAT10N6 : (SPREADFOOTINGS) -a �
I. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, 1. FOUNDATIONS ARE DESIGNED TO BEAR ON LIMESTONE NEW BLOCK WALL W17H 15
DESIGN AND EXTENT OF THE WORK AND ARE PARTLY DIAGRAMMATIC. OF AN ALLOWABLE BEARING CAPACITY OF 2000 P.S.F. 48' D.G.MAX. iN CELLS `J (1
THEY ARE NOT INTENDED TO 13E SCALED FOR ROUGHING-IN MEASURE- FILLED WITH GROUT. SEE EB NEW 2-34 ALUM. >3'-0' SUBSTITUTE EXIST.
A �1 lJ
MENTS, OR TO SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. SECTION FOR ADDITIONAL SINGLE HUNG AWN. WINDOWS WITH W
2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWING ARE INTENDED R E i N 1= O R C i N GJ' T E F L INFORMATION A-4 WINDOWS A-4 � 1-34 ALUM. SINGLE
TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR �p HUNG WINDOW
SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT 1. TO BE NEW BILLET STEEL CONFORMING TO A.S.T.M. A615 .
DETAIL IS SHOWN. GRADE 60 SPECIFICATIONS,FABRICATED iN ACCORDANCE WITH MANUAL . .....:I...........::-:......-:: :::.:: :::::::::::::::.:::::::::. -- ------
3_ THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES, OF STANDARD PRACTICE OF THE G.R5.1. AND PLACED IN ACCORDANCE
LiNES, LEVELS, CONDITIONS AND DIMENSIONS At THE JOB SiTE AND AS WITH A.C.I. 315 AND A.G.I.MANUAL OF STANDARD PRACTICE. 8" X 8" CONCRETE
SHOWN ON THE DRAWINGS. THEY SHALL REPORT ANY ERRORS OR 2. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS: �--- ---- STARTER COLS.
INCONSISTENCIES IN THE ABOVE t0 THE ARCHITECT/ENGINEER (A/E) FOOTINGS 3", COLUMNS 1-1/2' TO TIES,BEAMS 1-1/2' TO STIRRUPS, i D SHELF
BEFORE COMMENCING WORK. THE CONTRACTOR AND SUBCONTRACTORS INTERIOR SLABS 3/4 , EXPOSED SLABS 1-1/2', SLABS ON GRADE `.l W
SHALL LAY OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS 1-1/2' MEASURED FROM TOP OF SLAB.
AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS i m -0'-6'
IN CONNECTION WITH THEIR WORK EXIST. i NEW -�-
4. PROTECTION: i"t A S O N R Y WALLS A N Q P A R T I T I O N S : RELOCATE �n " l
A. THE CONTRACTOR iS RESPONSIBLE AND SHALL COMPLY WITH THE SPRINKLER PUMP
2 6 X
" � i r- FLUSH DR. i A-4
REQUIREMENTS OF CHAPTER 33 OF SOUTH FLORIDA BUILDING CODE 1. ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH SPECIFICA- `
AND ALL LOCAL, STATE AND FEDERAL LAWS. THE A/E AND HIS TION FOR MASONRY STRUCTURES", ACI 530.1-88 AND PROVISIONS OF ' _
THE SOUTH FLORIDA BUILDING CODE. ALL MASONRY WALLS TO BE CORNICE 4
EMPLOYEES ARE NOT RESPONSIBLE FOR SAFETY PROCEDURES ON SERVICE LINE rDROOM
THIS PROJECT. THIS 15 THE CONTRACTOR'S RESPONSIBILITY.
CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM G-90-85 AND i s ........ ........... .... .... - -
B. PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR REINFORCED WITH +'9 GAGE LADDER TYPE HORIZONTAL MASONRY TO EXIST. SEWE IL ---- ....... ... , -
THE PROPER EXECUTION OF THE WORK REMOVE WHEN THE WORK REINFORCING LOCATED AT 16' O.G. ALL MASONRY t0 BE LAID IN LINE c+)
IS COMPLETED. TYPE 'M' MORTAR (2500 PS1 ON THE JOB) WITH FULL HEAD AND BED I NEW ...-. 0 N m N cI
C. PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL.BARRICADES, JOINTS.
RAILINGS, OBSTRUCTIONS IN THE STREETS, ROADS OR SIDEWALKS 2. REINFORCED UNIT MASONRY: ALL REINFORCED MASONRY CONSTRUCTION NEW CONG. � DROOM FL SH DR. I (n +�-Q
AND ALL TRENCHES OR PITS ADJACENT TO PUBLIC WALKS OR SHALL BE IN ACCORD WITH APPLICABLE PROVISIONS OF CONCRETE PAD Q
ROADS. REINFORCEMENT, CAST-IN-PLACE CONCRETE AND CONCRETE MASONRY. I� NEW 6'-O" X (0'-8'
VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE d `� TEMP. CLEAR +=0 .
D AT ALL TIMES PROVIDE PROTECTION AGAINST WEATHER (RAIN, MEMBERS WITH A GLASS °G° LAP LENGTH PLUS 3' OR FULL DEPTH _ '
WIND, STORMS OR HEAT) SD AS TO MAINTAIN ALL WORK NEW GU-1
MATERIALS, APPARATUS AND FIXTURES FREE FROM DAMAGE. PLUS A STANDARD HOOK. LAPS WITH REINFORCED MASONRY SHALL BE �0 GLASS R ALUM. `�"
48 BAR DIAMETERS. CONTRACTOR SHALL COORDINATE PLACING OF `� I I '�� '` STORE F=RONT E. THE CONTRACTOR SHALL PAY FOR ALL DAMAGE TO ADJACENT DOWELS TO ACCOMMODATE MODULE OF MASONRY UNITS. ALL VERTICAL
STRUCTURES, SIDEWALKS AND TO STREETS OR OTHER PUBLIC CELLS AND BE WITH REINFORCING SHALL BE FILLED WiTH COARSE NEWOYR
PROPERTY OR TO ANY PUBLIC UTILITIES.
F. AT THE END OF THE DAY 5 WORK, COVER ALL WORK LIKELY 70 BE GROUT CONSISTING OF 3000 PSI CONCRETE WITH +Y8 COARSE 2'-6' X 'i'- "
AGGREGATE. USE HIGH-SLUMP 9"7 (SUPERPLAStIGIZED) WHERE HEIGHT --------------'- FLUSH D ALIGN FACE OF NEW ,L��}-�
DAMAGED. ANY WORK DAMAGED BY FAILURE TO PROVIDE OF LIFT EXCEEDS 4'-0'. WHERE HEIGHT OF OPEN CELL EXCEEDS 4'-0', , r
PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK USE HIGH-LIFT GROUTING TECHNIQUE WHICH REQUIRES A CLEAN-OUT EXIST. Cu WALL WITH FINISHED
AT THE CONTRACTOR'S EXPENSE. OPENING AT THE BOTTOM OF ALL CELLS AND PLACING THE GROUT IN
5. CONTRACTOR AGREES THAT HE WILL HOLD OWNER, A/E AND/OR ANY `` " " " FA L.E OF EXIST. GMU
OF THEIR EMPLOYEES OR AGENTS HAR•1LESS FROM ANY AND ALL MAXIMUM 4-0 LIFTS WITH A 30 TO 60 MINUTE DELAY BETWEEN LIFTS.
DAMAGE AND/OR CLAIMS WHICH MAY ARISE BY REASON OF ANY 3. CONCRETE MASONRY UNITS (BLOCK) SHALL COMPLY WITH THE PROYI- 4 14 8 4 5
NEGLIGENCE ON PART OF CONTRACTOR, ANY OF HIS SUBCONTRACTORS VON$ OF THE STANDARD SPECIFICATION FOR THE DESIGN AND UNDERGROUND O
AND/OR SUBCONTRACTORS,MATERIALS AND EQUIPMENT SUPPLIERS CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY,ACi 530. ELEC. SERVICI °
AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, iN PERFORMANCE OF 4. HOLLOW BLOCK SHALL COMPLY TO ASTM C-S0-85, TYPE II,GRADE N-Ii, _
THIS CONTRACT± AND, IN CASE ANY ACTION IS BROUGHT THEREFORE SOLID BLOCK SHALL COMPLY WITH ASTM G-145-85, TYPE fl, GRADE �` - NEW
AGAINST OWNER, A/E AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, N-11 AND USED ONLY WHERE PERMITTED BY A/E. - AHU-1
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DEFENSE 5. MORTAR SHALL COMPLY WITH ASTM C-210-89, TYPE M, WITH A '� B 4 1
THEREOF, AND UPON HIS FAILURE To Do 50 ON PROPER NOTICE, MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI. EXIST. EXIS
OWNER, A/E AND/OR ANY of THEIR EMPLOYEES OR AGENTS RESERVE 6. HORIZONTAL REINFORCING: SHALL BE OUR-O-WALL STANDARD (S GA.) ELEC- LL'1 i L i T`r N
THE RiGHT t0 DEFEND SUCH ACTION AND CHARGE ALL COSTS THEREOF AT 16' O.G. (TRUSS TYPE FOR NON-REINF. MASONRY AND LADDER METER E.P. �'
TO CONTRACTOR TYPE FOR REINF.MASONRY) ASTM CLASS 5-2, HOT DIPPED AN FLEV.
6. iF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS GALVANIZED OR APPROVED EQUAL. -O'-7 r
SPECIFICATIONS OR OTHER DOCUMENTS THE CONTRACTOk SHALL NOTIFY 1. VERTICAL REINFORCING SHALL CONFORM TO ASTM A615,GRADE 60.
THE A/E IN WRITING OF SUCH OMISSIONS OR ERRORS PRIOR TO FiLL ALL REINFORCED CELLS WITH 3000 FBI GROUT_
PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE SEE PLAN FOR SIZE AND SPACING OF VERTICAL REINFORCING*.
EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE, HE SHALL 8.MASONRY COMPRESSIVE STRENGTH f'm = 2000 PSI F1 E
BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR '3. UNLESS OTHERWISE DETAILED ON PLANS PROVIDE MINIMUM TIE BEAMS \
OMISSIONS AND THE COST OF RECTIFYING THE SAME. 8' x 12' REINFORCED WiTH 2 05 TOP AND BOTTOM WiTH +3 STIRRUPS EXIST. EXIST. r
1. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS TOGETHER 4 AT 12', BALANCE AT 36' O.C. EXT. DOOR A.H.U.
WITH THE ARCHITECTURAL,MECHANICAL AND ELECTRICAL DRAWINGS TO
LOCATE DEPRESSED SLABS, SLOPES, DRAINS, ���� ROOM i i 1jEDROO1"
OUTLETS, RECESSES, OPENINGS, REGLETS, BOLT SETTING, SLEEVES, S T R U C T U R A L 1"i I S C STEEL : M
Exist. EXIST. EXIST.
DIMENSIONS, ETC. POTENTIAL CONFLICTS SHALL BE COMMUNICATED t0 1. ALL STRUCTURAL STEEL TO BE A.S7.M. A-36 FY=36 WATER DRYER WASHER ALIGN FACE OF NEW WALL
THE A/E BEFORE PROCEEDING WITH THE WORK KS.I.) AND DESIGNED IN ACCORDANCE WITH THE A.I.S.C. 0 F�
8. SUBMIT ONE SEPIA AND ONE PRINT OF SHOP DRAWINGS. A/E SHALL °SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF HEATER WITH FINISHED FACE OF
REVIEW BEFORE STARTING FABRICATION. STRUCTURAL STEEL FOR BUILDINGS 1SSS' AND THE A.I.S.C. CODE OF RR* aft.A
e. NO SHOP DRAWINGS SHALL BE SUBMITTED FOR A/E REVIEW UNTIL AFTER STANDARD PRACTICE. EXIST. CMU WALL
THEY HAVE BEEN REVIEWED AND NOTED FOR CONSTRUCTION METHOD, 2. STEEL CUBES R TI DOMESTIC STEEL CONFORMING TO A.S?.M. A-500 •
DIMENSIONING AND OTHER TRADE REQUIREMENTS BY THE CONTRACTOR FILLED H
AND STAMPED WITH THE CONTRACTOR'S APPROVAL SEAL. A/E GRADE B (FY=46 K.S.I.). TUBE COLUMNS t0 BE CONCRETE
ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ERRORS WiTH VENT HOLES TOP,MIDDLE AND BOTTOM. " D iN ING; ROOi"I Z
OR OMISSIONS AS A RESULT OF CHECKING AND REVIEWING ANY SHOP 3. HIGH STRENGTH BOLTS (ASTM-A325) TO.BE 314 DIAMETER, UNLESS
DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY OTHERWISE SPECIFIED. PROVIDE MATCHING H.S.NUTS AND WASHERS. t--�
CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF 4. ALL WELDING TO BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY
DRAWINGS BY A/E AND EVEN THOUGH WORK IS DONE IN (AWS) 'STRUCTURAL WELDING CODE - STEEL', D1.1, 1956 AND AS
ACCORDANCE WITH SUCH DRAWINGS. INDICATED ON THE STRUCTURAL DRAWINGS. WELDING ELECTRODES, 0- • > COD
10. THE REVIEW OF ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL WELDING PROCESS,MINIMUM PREHEAT AND INTERPASS TEMPE RATURES TO
ENGINEER OF RECORD SHALL BE TO INSURE THAT HiS INTENT HAS BEEN BE iN ACCORDANCE WiTH THE AWS SPECIFICATIONS. ANY STRUCTURAL
UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAVE BEEN USED. A STEEL DAMAGED IN WELDING TO BE REPLACED OR ACCEPTABLY
REINFORCED. ALL FULL PENETRATION GROOVE WELDS TO BE SUBJECT
COPY OF ALL STRUCTURAL SUBMITTALS WILL BE RETAINED FOR RECORD MAGNETIC PARTICLE ULTRASONIC, AND/OR LIQUID KEEPING PURPOSES ONLY. TO RADIOGRAPHIC, ,
WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, PENETRANT INSPECTION CONDUCTED BY AN INDEPENDENT TESTING
OR WHERE NEW WORK ADJOINS EXISTING CONSTRUCTION, OR WHERE ONE AGENCY PAID BY THE OWNER RUSTPROOF ALL FIELD WELDS WITH
11. MATERIAL ADJOINS AN IN-PLACE MATERIAL, CONTRACTOR SHALL. TAKE HEAVY DUTY RUSTPROOFiNG PAINT_
FIELD MEASUREMENTS AS REQUIRED TO COMPLETE SHOP DRAWINGS AND 5. SHOP COAT ALL STRUCTURAL STEEL WITH RUSTOLEUM GRAY PRIMER
INSTALLATION. REPORT ANY DISCREPANCIES BETWEEN FEILD MEASURED
OR APPROVED EQUIVALENT (U.O.N.).
DIMENSIONS AND SCALED DRAWING DIMENSIONS TO A/E BEFORE Co. SUBMIT ONE SEPIA AND ONE PRINT OF SHOP DRAWINGS FOR ENGINEER'S
PROCEEDING WITH THE WORK OR DIMENSION i5 REVIEW BEFORE STARTING FABRICATION.
12. WHERE A LINE OF STRUCTURE, OPENING LOCATION,
CRITICAL AND BASED ON THE REQUIREMENTS OF ANOTHER TRADE OR
SUBCONTRACTOR,THAT SUBCONTRACTOR SHALL SUBMIT A SHOP C ON C RE T E
DRAWING WITH THE REQUIRED DIMENSIONAL INFORMATION UPON WHICH 1~'i�45TR
THE PROCEDURE S CONTRACTOR SHALL FOR THE CURTAIN WALLIDSYS CONSTRUCTION.ARCHITECTURAL 1. CONCRETE
CODE REQUIREMENTS FOR FOR REINFORCEMENT IN
FORGED CONCRETE" (A.G� W38,'BUILDING
PRECAST SYSTEMS AND ALL MECHANICAL AND ELECTRICAL OPENINGS. AND WITH 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT'
(A.C.I. 315-80 REV. 1986).
2. ALL CONCRETE WORK IN ACCORDANCE WITH 'SPECIFICATIONS FOR
O STRUCTURL CONCRETE FOR BUILDING' l AG 1 301 PRODUCTION o ____ __STRUCTURAL DESIGN C R I T E R I A : ___ _________
CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE -?
1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE SOUTH FLORIDA WiTH 'HOT WEATHER CONCRETING" (ACCI.I. 305R-89). O O 1
BUILDING CODE (MS4 EDITION) AND OTHER CODES REFERENCED THERE-IN 3.NO ADMIXTURES PERMITTED WITHOUT THE REVIEW OF ARCHITECT/EN- --------
GINEER _
2. WiND LOAD CRITERIA 4. FOR ALL CONCRETE (INCLUDING SLABS ON
BASK WiND VELOCITY - 110 MPH AS PER ASCE 1/88 IN COMPLIANCE GRADE), THE SLUMP SHALL NOT EXCEED 4',
WITH 1991 BBC, SECTION 1205. NO WAIVERS OF THIS REQUIREMENT SHALL BE CONSIDERED.
5. CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH
ACHIEVED AT 28 DAYS. F'c = 3000 psi (U.ON.) WITH A MINIMUM
E A R T H W O R K -: OF 5 BAGS OF CEMENT iN EACH CU. YD. OF CONCRETE. SEE PLANS
1. CONTRACTOR SHALL DEWATER SITE AS NECESSARY, SO THAT ALL FOR ADDITIONAL REQUIREMENTS.
CONCRETE CAN BE PLACED IN THE DRY. ALL BACKFILL SHALL BE 6. CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF FORMS AND PORC�-I
ACCOMPLISHED USING MATERIAL CONSISTING OF CRUSHED STONE AND/OR SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL.
MATERIAL APPROVED BY THE GEOTECHNiCAL ENGINEER. THE BAGKFILL CONTRACTOR SHALL DESIGN AND ERECT
SHALL BE COMPACTED t0 9896 OF MAXIMUM DENSITY AS DETERMINED BY FORMWORK IN STRICT COMPLIANCE WiTH ACI 341R-88. CONTRACTOR
ASTM D-155"1. NO BAGKFILL MATERIAL SHALL BE PLACED AGAINST SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER TRADES. �T
OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE 70
WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT THE TOP AND
BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY BRACING OF IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC DIMENSIONS AND J
THOSE WALLS. PROVIDE ADEQUATE EXCAVATION SPACING IN ACCORD LOCATIONS SHALL BE FURNISHED OR CONFIRMED BY THE TRADE F-10
WITH GEOTEGHNIGAL ENGINEER'S RECOMMENDATIONS TO MAINTAIN REQUIRING THE OPENING. PROVIDE CHAMFERS AT ALL CORNERS IN
UTILITIES AND OCHER IMPROVEMENTS IN A SAFE CONDITION. CONCRETE MEMBERS EXPOSED TO VIEW. FORMWORK TO REMAIN iN CD
PLACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH TO SUPPORT
ALL DEAD LOADS PLUS A MINIMUM OF 50 PSF OF ADDITIONAL L J
L
CONSTRUCTION LOAD.
Drawn By: JA JA
Approv. Dr. JK
D
FLOOR FLAN ate: 2,12,01
SCALE: 1/4' . 1'-0' N ReyMenm
03.08.01 BLDG.
1 DEPT.COMMENTS
LEGEND :
EXISTiNGc 8" GMU WALL TO REMAIN
EXISTING 4' PARTITION TO REMAIN
PARTITION WALL TO BE DEMOLiS14ED Proket No: 0009
GMU WALL TO IBE IDEMOLiSHED
�[ NEW S" CMU WALL ' '�' Sheet No:
NEW 4" PARTITION
Total: 6
File DUAK