01-0617-016 8" X 12 CONC. COLUMN
GENE R A L 5 T RU G T U R A L N 0 T E 5 2 ............ W1 4 5. SEE DETAIL A-4
52'-B'
a-E-N E-ELA I- F 0 U N D A I 1 0 N 5 : (SPREAD FOOTINGS)
1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, 1. FOUNDATIONS ARE DESIGNED TO BEAR ON LIMESTONE NEW BLOCK WALL WITH 1 #5 21'-4' - 3 1 1
DESIGN AND EXTENT OF THE WORK AND ARE PARTLY DIAGRAMMATIC. OF AN ALLOWABLE BEARING CAPACITY OF 2000 P'�ElF. ID 48' O.C.MAX. IN CELLS W 2-34 ALU I-01
THEY ARE NOT INTENDED TO BE SCALED FOR ROUGHING-IN MEASURE- FILLED WITH GROUT. SEE v-10. A SUBSTITUTE EXIS
MENTS, OR TO SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. SECTION FOP, ADDITIONAL 15 GLE HUNC3 AWN_ WINDOWS WI T. 74 -�T7
2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED A-4 W1 DOWS A-4 1-34 ALUM. SINGLE
TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY 51MILAR INFORMATION
SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT 1. TO BE NEW BILLET STEEL CONFORMING TO AS.TJ-1. A615 HUNrz WINDOW
DETAIL IS SHOWN. GRADE 60SPECIPICATIONS,FABRICATED IN ACCORDANCE WITH MANUAL ------
3. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES, OF STANDARD PRACTICE OF THE AND PLACED IN ACCORDANCE
;FrTE
'L
LINES, LEVELS, CONDITIONS AND DIMENSIONS AT THE J05 SITE AND AS WITH A.C.I. 315 AND AZ.f.MANUAL OF STANDARD PRACTICE. X 8' CONCRETE
SHOWN ON THE DRAWINGS. THEY SHALL REPORT ANT ERRORS OR 2. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS: STARTER COLS.
INCONSISTENCIES IN THE ABOVE TO THE ARCHITECT/ENGINEER (A/E) FOOTINGS 3', COLUMNS 1-1/2' TO TIES, BEAMS 1-1/2' TO STIRRUPS, ROM 4 SHEL
BEFORE COMMENCING WORK. THE CONTRACTOR AND SU5CONTRACTOR5
SHALL LAY OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS INTERIOR SLABS 314', EXPOSED SLABS 1-1/2", SLA55 ON GRADE AN EP
1-1/2' MEA5URED FROM TOP OF SLAB.
AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS
IN CONNECTION WITH THEIR WORK. NEW
4. PROTECTION: M A 8 1 0 N 8 RELOCATE EXI If\ Q_EV
A. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE 5PRIN<LER PUM 21-61 X '11-
REQUIREMENTS OF CHAPTER 33 OF SOUTH FLORIDA BUILDING CODE 1. ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH 'SPECIFICA- FLUSH DR.
AND ALL LOCAL, STATE AND FEDERAL LAWS. THE A/E AND HIS TION FOR MA50NRY STRUCTURES', ACI 530.1-85 AND PROVISIONS OF
THE 5 CONNECT 4' (D
EMPLOYEES ARE NOT RESPONSIBLE FOR SAFETY PROCEDURES ON OUTH FLORIDA 5UILDING CODE. ALL MASONRY WALLS TO BE 0
THIS PROJECT. THIS 16 THE CONTRACTOR'S RESPONSIBILITY. CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM C-BO-85 AND SERVICE LINE 0
15. PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR REINFORCED WITH OB GAGE LADDER TYPE HORIZONTAL MASONRY TO EXIST- SEWER
o' O.C. ALL MASONRY TO BE LAID IN
THE PROPER EXECUTION OF THE WORK. REMOVE WHEN THE WORK LINE
REINFORCING LOCATED AT Ir L2 8
CO
15 COMPLETED. TYPE `M' MORTAR (2500 PSI ON THE JOB) WITH FULL HEAD AND BED NEW - u) 8
C. PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES, JOINTS. co N
V-11' X -l'- a 0 04
RAILINGS, OBSTRUCTIONS IN THE STREETS, ROADS OR SIDEWALKS 2- REINFORCED UNIT MASONRY. ALL REINFORCED MASONRY CONSTRUCTION NEW CONC.-`____
SHALL BE IN ACCORD WITH Af:1PL1C;ABL;= PROVISIONS OF CONCRETE FLUSH DR. 0 U ,0 ,0
AND ALL TRENCHES OR PITS ADJACENT TO PUBLIC WALKS OR PAID -6 U) -12 10
ROADS. REINFORCEMENT, CAST-IN-PLACE CONCRETE AND CONCRETE MASONRY. 0 0'jj�2
D-AT ALL TIMES PROVIDE PROTECTION AGAINST WEATHER (RAIN, VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE TEMP. CLEAR -00
NEW ro'-O' X ro'-B'
� u
WIND, STORMS OR HEAT) 60 AS TO MAINTAIN ALL WORK, MEMBERS WITH A CLASS 'C' LAP LENGTH PLUS 3' OR FULL DEPTH, NEW CU GLASS ON ALUM. C CO CO
MATERIALS, APPARATUS AND FIXTURES FREE FROM DAMAGE. PLUS A STANDARD HOOK. LAPS WITH REINFORCED MASONRY SHALL BE
48 BAR DIAMETERS. CONTRACTOR SHALL COORDINATE PLACING OF
BATH
STORE FRONT b ' s
E. THE CONTRACTOR SHALL PAY FOR ALL DAMAGE TO ADJACENT 0 co 0 7�5 >�
STRUCTURES, SIDEWALKS AND TO STREETS OR OTHER PUBLIC DOWELS TO ACCOMMODATE MODULE OF MASONRY UNITS- ALL VERTICAL �, ���_ "I
PROPERTY OR TO ANT PUBLIC UTILITIES. CELLS AND BEAMS WITH REINFORCING SHALL BE FILLED WITH COARSE NEW .......... f < C FL LL
F. AT THE END OF THE DAYS WOR,�<, COVER ALL WORK LIKELY TO BE GROUT CONSISTING OF 3000 PSI CONCRETE WITH 00 COARSE T-&N X -Il-
DAMAGED. ANT' WORJ1< DAMAGED Br' FAILURE TO PROVIDE AGGREGATE. USE HIGH-SLUMP 13'? (SUPERPLASTICIZED) WHERE HEIGHT FLUSH D ALIGN FACE OF NEW
PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK OF LIFT EXCEEDS 4'-0'. WHERE HEIGHT OF OPEN CELL EXCEEDS 4'-0', -------- 5AT�4
WALL WITH FINISHED
AT THE CONTRACTOR'S EXPENSE. USE HIGH-LIFT GROUTING TECHNIQUE WHICH REQUIRES A CLEAN-OUT
5. CONTRACTOR AGREES THAT HE WILL HOLD OWNER, AIE AND/OR ANY OPENING AT THE BOTTOM OF ALL CELLS AND PLACING THE GROUT IN EXIST. CU, FACE OF EXIST. CMU
OF THEIR EMPLOYEES OR AGENTS HARMLESS FROM ANY AND ALL MAXIMUM 4'-0' LIFTS WITH A 30 TO 60 MINUTE DELAY BETWEEN LIFTS. 51 WALL
SE BY REASON OF ANY 3. CONCRETE MASONRY UNITS (BLOCK) SHALL COMPLY WITH THE PROVI- J4)' 14'-B' 4' 5'
DAMAlGE AND/OR CLAIMS WHICH MAY ARI.
NEGLIGENCIE ON PART OF CONTRACTOR, ANY OF HIS SUBCONTRACTORS SfONS OF THE STANDARD SPECIFICATION FOR THE DESIGN AND UNDERGROUND
AND/OR SUBCONTRACTORS,MATERIALS AND EQUIPMENT SUPPLIERS
4. HOLLOW BLOC:< SHALL COMPLY TO ASTM C-eO-85, TYPE 11, GRADE N-11.
r z CONCRETE MASONRYACI 530. ELEC. SERVICE 74-
AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, IN PEF6=ORMANCE OF ONSTRUCTION OF LOAD BEARINC
THIS CONTRACT± AND, IN CASE ANY ACTION 15 BROUGHT THEREFORE SOLID BLOCK SHALL COMPLY WITH ASTM C-145-85, TYPE 11,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-I
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DEFENSE 5. MORTAR SHALL COMPLY WITH ASTM C-2-70-8% TYPE M, WITH A 4'
CIA
THEREOF, AND UPON HIS FAILURE TO DO 80 ON PROPER NOTICE, MINIMUM COMPRESSIVE STRENGTH AT 213 DAYS OF 2500 PSI. EXIST. EXIS J
EMPLOYEES OR AGENTS RESERVE 6- HORIZONTAL REINFORCING SHALL BE DUR-O-WALL STANDARD OB GA.) ELEC.
OWNER, A/E AND/OR ANY OF THEIR r C
THE RIGHT TO DEFEND SUCH ACTION AND CHARGE ALL COSTS THEREOF AT 16' O.C. (TRUSS TYPE FOR NON-REINF. MASONRY AND LADDER METER
TO CONTRACTOR. TYPE FOR REINF_MASONRY) ASTM CLASS 5-2, HOT DIPPED
(o. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, GALVANIZED OR APPROVED EQUAL.
SPECIFICATIONS OR OTHER DOCUMENTS THE CONTRACTOR 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 PSI GROUT- ELEV.
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-
BE HELD f;�ESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR 9. UNLESS OTHERWISE DETAILED ON PLANS PROVIDE MINIMUM TIE BEAMS
k 4'
Ex 6
E
OM1551ONS AND THE COST OF RECTIFYING THE SAME. 5' x 12' REINFORCED WITH 2 05 TOP AND 50TTOM WITH 03 STIRRUPS EXIST. EXIST.
1. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS TOGETHER 4 AT 12', BALANCE AT 39,' O.C. EXT- DC56-R - A.H.U.
WITH THE ARCHITECTURAL,MECHANICAL AND ELECTRICAL DRAWINGS TO
LOCATE DEPRESSED SLABS, SLOPES, DRAINS,
OUTLETS, RECESSES, OPENINGS, REGLETS, BOLT SETTING, SLEEVES, LIVINC�: fROOt
DIMENSIONS, ETC. POTENTIAL CONFLICTS SHALL BE COMMUNICATED TO 1. ALL STRUCTURAL STEEL TO BE AB.T.M. A-36 FY=36 EXIST. EXIST. EXIST.
THE A/E BEFORE PROCEEDING WITH THE WOR< WATEFRR- DRYER WASHER
= PRINT OF SHOP DRAWINGS. A/E SHALL <51) AND DESIGNED IN ACCORDANCE WITH THE A.I.S.C. ALIGN FACE OF NEW WALL
S-SUBMIT ONE SEPIA AND ONE Q
-x FABRICATION. 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF HEATER
REVIEW BEFORE STARTINC WITH FINISHED FACIE OF
'5.NO SHOP DRAWINGS SHALL BE SUBMITTED FOR A/E REVIEW UNTIL AFTER STRUCTURAL STEEL FOR BUILDINGS IS89' AND THE A.I.S.C. CODE OF EXIST. CMU WALL
THEY HAVE 5EEN REVIEWED AND NOTED FOR CONSTRUCTION METHOD, STANDARD PRACTICE. C
DIMENSIONING AND OTHER TRADE REQUIREMENTS BY THE CONTRACTOR 2. STEEL TUBES TO BE DOMESTIC STEEL CONFORMING TO A.S.T.M. A-500 04
ANDSTAMPED WITH THE CONTRACTOR'S APPROVAL SEAL. A/E GRADE 5 (FY=4ro <61). TUBE COLUMNS TO BE CONCRETE FILLED
ASSUMES No RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ERRORS WITH VENT HOLES TOP, MIDDLE AND BOTTOM.
OR OMISSIONS AS A RESULT OF CHECKING AND REVIEWING ANY SHOP 3. HIGH STRENGTH BOLTS (ASTM-A325) TO BE 3/4' DIAMETER, UNLESS DINING F1:100�1
DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY OTHERWISE SPECIFIED. PROVIDE MATCHING kS. NUTS AND WASHERS. 0
CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF 41. ALL WELDING TO BE IN ACCORDANCE WITH AMERICAN UELDING SOCIETY 0-4
DRAWINGS BY A/E AND EVEN THOUGH WOFPJ< 15 DONE IN (AWS) 'STFRUCTURAL WELDING CODE - STEEL', D1.1, ],BBC? AND AS ELEV
INDICATED ON THE STRUCTURAL DRAWINGS. WELDING ELECTRODES,
ACCORDANCE WITH SUCH DRAWINGS. UD :9
10. THE REVIEW OF ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS TEMPERATURES TO E'_ >
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 5E REPLACED OR ACCEPTABLY
COPY OF ALL STRUCTURAL SUBMITTALS WILL BE RETAINED FOR RECORD REINFORCED. ALL FULL PENETRATION GROOVE WELDS TO BE SUBJECT
7
KEEPING PURPOSES ONLY. 0 RADIOGRAPHIC, MAGNETIC PARTICLE, ULTRASONIC, AND/OR LIQUID
WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, PENETRANT INSPECTION CONDUCTED BY AN INDEPENDENT TESTING
OR WHERE NEW WOR< ADJOINS EXISTING CONSTRUCTION, OR WHERE ONE AGENCY PAID BY THE OUNER. RUSTPROOF ALL FIELD WELDS WITH
I). MATERIAL ADJOINS AN IN-PLACE MATERIAL, CONTRACTOR SHALL TAKE HEAVY DUTY RUSTFROOFING PAINT.
FIELD MEASUREMENTS AS REQUIRED To COMPLETE SHOP DRAWINGS AND 5. 6HOP COAT ALL STRUCTURAL STEEL WITH RU5TOLEUM GRAY PRIMER
INSTALLATION. REPORT ANY DISCREPANCIES BETWEEN FEILD MEASURED OR APPROVED EQUIVALENT (U.O.N.).
DIMENSIONS AND SCALED DRAWING DIMENSIONS To A/E BEFORE 6. SUBMIT ONE SEPIA AND ONE PRINT OF SHOP DRAWINGS FOR ENGINEER'S
PROCEEDING WITH THE WORK. REVIEW BEFORE STARTING FABRICATION.
12. WHERE A LINE OF STRUCTURE, OPENING LOCATION, OR DIMENSION 15
CRITICAL AND 5A515D ON THE REQUIREMENTS OF ANOTHER TRADE OR
SUBCONTRACTOR, THAT SUBCONTRACTOR SHALL SUBMIT A SHOP 0
DRAWING WITH THE REQUIRED DIMENSIONAL INFORMATION UPON WHICH C; <11CHEN FAI-IL"T' RQQt%1 t-145TER,
THE CONTRACTOR SHALL BASE THE LAYOUT AND CONSTRUCTION. THIS 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH 'BUILDING
PROCEDURE 15 MANDATORY FOR CURTAIN WALL SYSTEMS, ARCHITECTURAL CODE REQUIREMENTS FOR REINFORCED CONCRETE' (A.C.I. 315)
PRECAST SYSTEMS AND ALL MECHANICAL AND ELECTRICAL OPENINGS. AND WITH 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT'
(A.C.I. 315-Bo REV. IS86).
2. ALL CONCRETE WORK IN ACCORDANCE WITH 'SPECIFICATIONS FOR
6 T R U .!2��A� 12 G N STRUCTURAL CONCRETE FOR BUILDING' (ACI 301). PRODUCTION OF 0
CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE -------
1. THE DESIGN COMf:1LIIES WITH THE REQUIREMENTS OF THE SOUTH FLORIDA WITH 'HOT WEATHER CONCRETING' (A.C.I. 305R-81B). 0 �
BUILDING CODE (113e4 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 ONCLUD ING SLABS ON
BASIC WIND VELOCITY - 110 MPH AS PER ASCE 'T/88 IN COMPLIANCE GRADE), THE SLUMP SHALL NOT EXCEED 4',
WITH Ilael BBC, SECTION 1205. No WAIVERS OF THIS REQUIREMENT SHALL BE CONSIDERED.
5. CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH
E ARTHWOR < .- AILHIEVED AT 28 DAYS. F'c = 3000 pat (U.O.N.) WITH A MINIMUM
OF 5 BAGS Of: CEMENT IN EACH CU. YD. OF CONCRETE. SEE PLANS
1. CONTRACTOR SHALL DEWATER SITE AS NECESSARY, 50 THAT ALL FOR ADDITIONAL REQUIREMENTS.
CONCRETE CAN BE PLACED IN THE DRY- ALL BAC<FILL SHALL BE 6. CONTRACTOR 15 RESPONSIBLE FOR THE ADEQUACY Or- FORMS AND
ACCOMPLISHED USING MATERIAL CONSISTING OF CRUSHED STONE AND/OR SHORING AND FORSAFE PRACTICE IN THEIR USE AND REMOVAL. FORCH
MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER. THE BAC<FILL CONTRACTOR SHALL DESIGN AND ERECT
SHALL BE COMPACTED To c3B% OF MAXIMUM DENSITY AS DETERMINED BY FORMWOR< IN STRICT COMPLIANCE WITH Art 34-IR-88. CONTRACTOR
ASTM D-155-1. No 5ACKPILL MATERIAL SHALL BE PLACEI:) AGAINST SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER TRADES. 5ATf
WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT THE TOP AND OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE To
E30TTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY BRACING OF IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC DIMEN51ON5 AND
THOSE WALLS. PROVIDE ADEQUATE EXCAVATION SPACING IN ACCORD LOCATIONS SHALL BE FURNISHED OR CONFIRMED BY THE TRADE
WITH GEOTECHNICAL, ENGINEERIS RECOMMENDATIONS TO MAINTAIN REQUIRING THE OPENING� PROVIDE CHAMFERS AT ALL CORNERS IN
UTILITIES AND OTHER IMPROVEMENTS IN A SAFE CONDITION. CONCRETE MEMBERS EXPOSED TO VIEW. FORMWOR< To REMAIN IN
PLACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH To SUPPORT
ALL DEAD LOADS PLUS A MINIMUM OF 50 PSF OF ADDITIONAL
CONSTRUCTION LOAD.
Drawn By. JAJA
Approv. Bp JK
FLOOR FLAN Date: 2,12M
SCALS. 1/4' m I'-M' lievisions'.
03.08.01 BLDG.
DEPT.COMMENTS
LEGEND : 09.17.01 BLDG.
EXISTING S' CMU WALL TO REMAIN DEPT.COMMENTS
EXISTING 4' FARTITION TO REMAIN
------ I=ARTITION WALL TO 5E DEMOLISHED
Project No: 0009
71-
4z MU WALL TO 5E DEMOLISHEO ......
Sheet No.
NEW 5' CMU WALL
=77= NEW 41 PARTITION
Total. 6
File: 6:\JAK