00-0814-011 EXISTING SLAB �>
GENERAL STRUCTURAL NOTES
k 'BG pp ' F •.
GENERAL : REINFORCING STEEL : (SHOP DRAWING REQUIRED)
THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES, TO BE NEW BILLET STEEL CONFORMING TO THE LATEST A.S,TM A615 GRADE 60
LEVELS, CONDITIONS AND DIMENSIONS AT THE JOB SITE AND AS SHOWN ON THE SPECIFICATIONS, FABRICATED N ACCORDANCE WITH MANUAL OF STANDARD PRACTK %,'ij1 ,,,;,,`� �,` ;` let,
DRAWINGS. THEY SHALL REPORT N WRITING ANY ERRORS, INCONSISTENCIES, OR OF THE CRS.! AND PLACED N ACCORDANCE WITH ACI 315 AND Aa MANUAL OF EXISTING BEAM �r;r�, �
OMISSIONS ON THE DRAWINGS TO THE ARCHITECT/ENGINEER (A/'E) BEFORE STANDARD PRACTICE.
COMMENCING WORK. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL LAY OUT CRACKED & SPALLED '
THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND ARE RESPONSIBLE FOR ALL COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS VERTICAL ABOVE CONCRETE
LINES, ELEVATIONS, AND MEASUREMENTS N CONNECTION WITH THEIR WORK. PROVIDE STANDARD HOOKS FOR ALL VERTICAL REINFORCEMENT AT
COLUMNLS (U.ON.). MARICB CHABL, A.I.A. A>I0014883
THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH Tl E REQUIREMENTS OF THOMAS T. COOPER, A.I.A. A14486 CHAPTER 33 OF THE SOUTH FLORIDA BUILDING CODE AND ALL LOCAL, STATE AND ALL DOWELS FOR COLUMNS AND WALLS TO BE SECURED N POSITION PRIOR TO EXISTING COLUMN
FEDERAL LAWS. D 41M OR PUSHING THE DOWELS INTO POSITION N WET CONCRETE
IS NOT PERMITTED.
THE CONTRACTOR I RESPOND PROPER EXECUTION p REMOVAL F ALL SHORING CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS: FOOTINGS 3", COLUMNS EXISTING UNDISTURBED CONDITION
AND BRACING 1-1 2 TO TIES, BEAMS 1-1/2* Two s TOP OF 3/4", EXPOSED SLABS 1-1/2", SCALE: 3 4 = 1'-0
THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL WORK AND MATERIALS ON GRADE 1-1 2"
FROM WEATHER DAMAGE. ■
SLAB AND BEAM REINFORCEMENT: PLACED N ACCORDANCE WITH REINFORCING EXISTING SLAB ■
THE CONTRACTOR AGREES THAT HE WILL HOLD OWNER. ENGINEERS AND/OR ANY OF DIAGRAMS. BOTTOM BARS SPLICED ONLY AT SUPPORTS, TOP BARS SPLICED ONLY ■ EXISTING SLAB
THER EMPLOYEES OR AGENTS HARMLESS FROM ANY AND ALL DAMAGE AND CLAMS AT MD-SPAN. ALL TOP BARS HOOKED AT EDGES ■
WHICH MAY ARISE BY REASON OF ANY NEGLIGENCE ON THE PART OF THE CONTRACTOR, STANDARD 90 DEGREE OR 180 DEGREE HOOKS AS REQUIRED (U.Ox. ■ _ •
ANY OF HIS SUBCONTRACTORS AND/OR SUBCONTRACTORS, MATERIALS AND EQUIPMENT ■ I III= i I(I (III= III�'
SUPPLIES AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, N PERFORMANCE OF THIS ADDED REINFORCEMENT: PROVIDE ADDITIONAL. CORNER BARS BENT Z-6 IMM�UM
N CASE ANY ACTION B BROUGHT THEREFORE AGAINST EXISTING BEAM ■ = I I (�' III =
CONTRACT; AND, AGAINST THE OWNER, EACH WAY AT CORNERS N OUTER FACES OF ALL BEAMS TO MATCH ALL HIORQONTAL ■ _ _
ENGINEERS AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, THE CONTRACTOR SHALL
ASSUME FULL RE
SPONSBUTY FOR DEFENSE THEREOF, AND UPON HIS FAILURE TO DO BARS NOT DETAILED WITH A HOOKED END. ■ SQUARE CUT = I I I I,••' '' �I I I=
SO ON PROPER NOTICE, OWNER, ENGINEERS AND/OR ANY OF TIER EMPLOYEES OR ■ (; 1" (MIN.) (TYP.) ................ r- --�}—.......................... ...............
AGENTS RESERVE THE RIGHT TO DEFEND SUCH ACTION AND CHARGE ALL COSTS
THEREOF TO THE CONTRACTOR. MASONRY WALLS AND PARTITIONS : ■
VEWCATION OF EXISTING CONDITIONS: INASMUCH AS THE REMODELING AND/OR CONCRETE MASONRY UNITS (BLOCK) SHALL COMPLY WITH THE PROVISIONS OF THE i ORIGINAL SIZE I I (DD
/ ■ n
REHABUTATION OF AN EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS BE STANDARD SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING , OF BEAM b
MADE REGARDING EXISTNG CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS CONCRETE MASONRY, NCMA TR-758 OR ACI 531. ■ b pl O
MAY NOT BE VFRFABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY, OR
DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING, THE HOLLOW BLOCK SHALL COMPLY TO ASTM C-90, TYPE I, GRADE N-1. DOUBLE END CELL PHASE 1 DETAIL. �
W
OWNER AGREES THAT, EXCEPT FOR NEGLIGENCE ON THE PART OF THE DESIGN! �-� REQUIRED. UNDISTURBED CONDITION ® o o
PROFES9"L, THE OWNER WILL HOLD HARMLESS, INDEMNIFY AND DEFEND THE
DESIGN PROFESSIONAL FROM AND AGAINST ANY CLAW ARISING OUT OF THE MMOR�TMSHAATL.L COMPLY WITH ASTM C-270, TYPE M, WITH A MINIMUM COMPRESSNE SCALE: 3/4" = 1-0 SCALE: 3 4 = 1'-0 r � Q 0 °
PROFESSIONAL SERVICES UNDER THIS AGREEMENT. 0 Li Q v
SHOP DRAWINGS : IY C)
STRENGTH 0 28DAYYSS OF 3000 PSL 7SLUMP OF 8 0 1�O GROUT, MAX" PLACEMENT h p � Q U
SUBMIT ONE SEPIA AND ONE PRINT OF SHOP DRAWINGS FOR A/E REVIEW BEFORE TIME OF 90 MINUTES, SUBMIT DESIGN MIX FOR APPROVAL CHIP OUT NOT �. L..
STARTING FABRICATION.
1/2- TO EXCEED 1 4 h
HORIZONTAL REINFORCING SHALL BE DUR-O-WALL STANDARD (9 GA.) TRUSS ((LADDER w < 00
NO SWOP DRAWINGS SHALL BE SUBMITTED FOR A/E REVIEW UNTIL AFTER THEY HAVE ASTM CLASS B-2, HOT DIPPED GALVANIZED OR APPROVED EQUAL PLACE VERTICALLY AT MIN. •� Z Q o0 O
BEEN REVIEWED AND NOTED FOR CONSTRUCTION `METHOD, DI EhSIONNG AND OTHER ALTERNATE COURSES. USE PREFABRCATED CORNERS AND TEES AT WALL INTERSECTION. o � � p 0
TRADE REQUIREMENTS BY THE CONTRACTOR AND STAMPED WITH THE CONTRACTORS OVERLAP DISCONTINUOUS ENDS A MMAUM OF 12 .
APPROVAL SEAL ENGINEER ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES,
j a �
ERRORS OR CIM1'P"SIOMS AS A RESULT OF CHECKING AND RENEWING ANY SHOP DRAWINGS. VERTICAL REINFORCING 51-iAL.L CONFORM TO ASTM A615, GRADE 60. FU_ ALL
ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY CONTRACTOR, THOUGHT WORK SPACING CELLS WITH 3000 PSG GROUT AS SPECIFIED ABOVE SEE PLAN FOR SIZE AND o, Lo O
RECEIPT, CHECKING
OR REVIEW OF DRAWINGS BY ENGINEER AND EVEN �'A VERTICAL EXISTING SLAB ® 0
IS DONE N ACCORDANCE WITH SUCH DRAWINGS. SQUARE CUT b p W
MASONRY COMPRESSIVE STRENGTH fm = 1300 PSL P� 1 (MIN.) u e
ALL CHANGES AND ADDITIONS MADE ON RE-SUBMITTALS MUST BE CLEARLY FLAGGED Jk
AND NOTED. THE PURPOSE OF THE RE-SUBMITTALS MUST BE CLEARLY NOTED ON THE AT GROUT FILLED CELLS N REINFORCED MASONRY WALLS, CROSS WEBS ARE TO BE FULL
LETTER OF TRANSMITTAL THE REVIEW OF RE-SUBMITTALS WILL BE LIMITED TO THOSE
BEDDED N MORTAR TO PREVENT GROUT LEAKAGE. GROUT FILLED CELL SHALL BE A
CAUSING THE RESlJBMISSION. CLEAR. UNOBSTRUCTED, AND CONTINUOUS VERTICAL CELL WITH MNIAIM DMENSI0NS
r�1 j
OF 3" X 3". EXISTING BEAM �7
STRUCTURAL DESIGN CRITERIA : (XT OPENINGS SHALL BE PROVIDED N THE FIRST COURSE WHERE GROUT POUR R
THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE SOUTH FLORIDA BOLDING EXCELS 4'--0" N HEIIGHT. 1 2" * .
CODE (1994 EDITION) AND OTHER REFERENCED CODES AND SPECIFICATION& All
REFERENCED CODES AND SPECIFICATIONS SHALL BE LATEST EDITION AT TIME OF STRUCTURAL STEEL : (SHOP DRAWINGS REQUIRED)
iii■ ■■ ■ ■■■■■■■■■■
WIND LOAD CRITERIA: ALL STRUCTURAL STEEL TO BE DOMESTIC A.S.TM A-36 FY=36 KS1) AND DESMED N 1- (MIN.)
CUT I I ® }
ACCORDANCE WITH THE LATEST AJS.C. SPECFlCATION FOR THE DESIGN, FABRICATION
BASIC LOAD VELOCITY - 110 MPH AS PER ASCE 7-88. AND ERECTION OF STRUCTURAL STEEL AND THE AJ-&C,
CATEGORY 'C' CODE OF NO FEATHERED EXISTING SLAB
RA EEL FOR B
STANDARD PRACTICE- EDGES (TYP.)
LIVE LOADS: ° — _ -- -
STEEL TUBES TO BE DOMESTIC STEEL CONFORMING TO A.S.T.M. A-500 ..
FLOOR . . . . . . . . . . . . . . . . . . 50 P.S.F. GRADE B (FY=46 K.S.i.).
TUBE COLUMNS TO BE CONCRETE FILLED WITH VENT HOLES TOP, o uj = III I 1" MIN.) SQUARE OFF
III
SEE PLANS FOR ADDITIONAL LOADING INFORMATION. MIDDLE AND BOTTOM. ' =
DETAIL N ® ERMINATION OF
F 0 U N D A T 1 0 N S : (SPREAD FOOTINGS) ALL WELDING TO BE DONE WITH E-70 SERIES ELECTRODES N ACCORDANCE WITH A.W.S. �. ¢ I I CHIP OUT AREA - NO FEATHERED
LATEST "STRUCTURAL. WELDING CODE - STEEL", (ARS.1./A.W.S. D1-1). RUSTPROOF ALL CALE: 3/4" = 1'-0 ( ._.................................... EDGES (TYP.)
FOUNDATIONS ARE DESIGNED TO BEAR ON LIMEROCK FILL WITH AN ALLOWABLE BEARING PERFORMED BY CERTFELD WELDS WITH HEAVY DUTY RUSTPROOFFED WELDERS.
NG PANT. ALL TO BE I�. ' �I. I
CAPACITY OF 2000 P.S.F. THE A/E HAS VISITED THE JOB SITE AND ASSUMED THIS BASED ON
—III — I ' II,,•... -
VISUAL INSPECTION. CONTACT A/E IF EXCAVATION OF FOUNDATION SHOWS VARIATION ALL CONVECTIONS TO BE FELD AND SHOP WELDED AND TO DEVELOP MEMBER N R NOTES I� ar x
FROM THESE ASSUMPTIONS. PROCEDURE OCEDU E (BEAMS)
TOP OF WALL FOOTINGS TO BE AT SAME ELEVATION AS TOP OF COLUMN FOOTINGS. WALL
FOOTING REINFORCEMENT TO RUN CONTINUOUS THROUGH COLUMN FOOTING. STEP WALL SHOP COAT ALL STRUCTURAL STEEL WITH RUSTOLEUM "769" RED PRA OR APPROVED µ r
SHORE BEAM AWAY FROM PROPOSED REPAIR AREA SUFFICIENTLY TO PERFORM WORK
FOOTING BETWEEN COLUMN FOOTINGS OF DIFFERENT ELEVATIONS. EQUAL (U.ON.). 1.
WITHOUT DISTURBING SHORES REPAIR DETAIL �
FOOTINGS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF S.F.B.C. SUBMIT SHOP DRAWING PRIOR TO FABRICATION. 2• CHIP OUT ALL LOOSE AND SPALLED CONCRETE BACK aSOUND UNCRACKED, SOLID
SECTION 2404. CONCRETE & CONFIGURE EDGES AS SHOWN IN DETAIL & C SCALE: 3/4" = •
1 T-0
C 0 N C R E T E : 3. AFTER CHIP-OUT IS COMPLETE, SANDBLAST ALL EXISTING REINFORCING TO REMOVE RUST * SEE PROCEDURE BELOW: )"
AND SCALE. rao
ALL CONCRETE WORK SHALL CONFORM WITH "SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDING" (ACI 301). 4. AFTER SANDBLASTING, APPLY "ARMATEC 110" RUST INHIBITING PAINT TO REINFORCING - z �
ENSURE COMPLETE ENCAPSULATION OF REINFORCING b
FOR ALL CONCRETE TO BE PLACED N SLABS (INCLUDING SLAM ON GRADE), THE SLUMP 5. AFTER "ARMATEC 110" HAS DRIED APPLY SPECIFIED BEAM PATCHING MATERIAL TO FORMED PROCEDURE NOTES (COLUMN) a
SHALL NOT EXCEED 4 . NO WAIVERS OF THIS REQUIREMENT SHALL_ BE CONSIDERED. BEAM BOTTOM AND RESTORE BEAM TO ITS ORIGINAL DIMENSIONS. b 4:4 4 o
SLUMP FOR OTHER CONCRETE SHALL NOT EXCEED 5'. SEE GENERAL NOTES THIS SHEET.
ALL CONCRETE TO BE REGULAR WOGHT WITH A DESIGN STRENGTH OF 3000 P.S1 AT 28 1. SHORE ALL BEAMS FRAMING INTO COLUMN TO BE REPAIRED. b Z 0
DAYS. � a 1F
OWNER SHALL EMPLOY AND PAY FOR THE SERVICES OF AN INDEPENDENT CERTIFIED 2. EXPOSE SPALLED COLUMN FACE DOWN TO END OF SPALLED SECTION 04 �.=
TESTING LABORATORY FOR CONCRETE SAMPLING AND TESTING N ACCORDANCE WITH E
ASTM C31 AND ASTM C39. I
3. CHIP-OUT ONE FACE OF COLU ONLY (SELECT MOST SEVERELY SPALLED) AND PREPARE b
CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF FORMS AND SHiORNG AND FOR IN ACCORDANCE WITH DETAIL A 01) o ,F,
SAFE PRACTICE N THEIR USE AND REMOVAL C O N C R E T E PATCHING MATERIALS : 4. AFTER CHIP OUT IS COMPLETE, SANDBLAST ALL EXISTING REINFORCING TO REMOVE RUST V
PLACING OF CONCRETE N ALL REINFORCED COLUMNS AND WALLS SHALL BE N EQUAL EXCEEDING AND SCALE. (�
LIFTS NOT EXCEEDING T-6" N HEK�-IT. CONCRETE SHALL BE PLACED THROUGH PRIMER COAT: THORITE 400 AND ACRYL 60 IN MIX THAT RESEMBLES "SOUPY MIX" " "
"ELEPHANT TRUNK" TUBULAR CHUTES LOCATED SUCH THAT THE FREE AR DROP OF THE BRUSH ONTO CLEANED STEEL AND CHIPPED CONCRETE. ALLOW TO DRY. 5. AFTER SANDBLASTING, APPLY ARMATEC 110 RUST INHIBITING PAINT TO REINFORCING -
ENSURE COMPLETE ENCAPSULATION OF REINFORCING
MAIN PATCHING MATERIAL: 6. AFTER "ARMATEC 110" IS DRY, FORM CHIPPED OUT SECTION OF COLUMN TO ITS ORIGINAL
LIQUIID PORTION - ACKRYL 60 AND WATER IN 50/50 MIX DIMENSIONS AND REPAIR THIS SECTION WITH SPECIFIED COLUMN PATCHING MATERIAL
DRY PORTION - THORITE 400 OR THORITE 200 SEE GENERAL NOTES THIS SHEET.
MIX LIQUID PORTION AND DRY PORTION IN 50/50 MIX AND APPLY TO PREPARED AREA TO
RESTORE ORIGINAL DIMENSIONS.
ASCE 7 - 93 WIND LOADS ON COMPONENTS & CLADDING
WIND VELOCITY = 110 MPH
IMPORTANCE FACTOR = 1.05
EXPOSURE CATEGORY = "C"
10 20 50 100 200 500 a a
ZONE F F t
DATE 07.12.00
1 -52 -49 -48 -46 -46 -46
JOB NO: 001041
•
2 _91 _.g3 -65 -56 -56 -56 ZONE ZONE ZONE
5 4 5 DWN BY: TPA
3 -135 -113 -84 -56 -56 -56 CHK BY: EC
4 —56 _52 —49 —48 _46 _43 a = 6.3. ERIC COLVILLE, P.E. REVISIM
-- 7331 SW 63RD COURT
TYPICAL WALL ELEVATION SOUTH MIAMI, FLORIDA 33143
5 -71 -67 -61 -56 -49 -43 (305) 667-6505 FAX (786) 268-7089
ERIC COLVILLE #40,924 STRUCTURAL
4 & 5 52 50 47 45 42 40