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00-0825-004 GENERAL STRUCTURAL NOTES EXISTING SLAB r GENERAL : REINFORCING STEEL : (SHOPDRAWNGREQLWD) THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES, TO BE NEW BILLET STEEL CONFOI;&" TO THE LATEST A.S.T.M. A615 GRADE 60 LEVELS, CONDITIONS AND DIMENSIONS AT THE JOB SITE AND AS SHOWN ON THE SPECIFICATIONS, FABRICATED N ACCORDANCE WITH MANUAL OF STANDARD PRACTICE DRAWINGS. THE`.' S 1ALL M-CRT N Wr;'TNG ANY ERRORS, INCONSISTENCIES, OR OF THE CRSI AND PLACED N ACCORDANCE WITH ACI 315 AND ACI MANUAL OF EXISTING BEAM OMISSIONS ON T>E CHtAWNGS TO TIE ARCH ECT/ (A/E) BEFORE STANDARD PRACTK:E. CD44MNG WOIRK• THE CONTRACTOR AND A�!_ SUBCONTRACTORS SHALL LAY OUT CRACKED & SPALLED THEIR WORK FROm ESTABL.IS-ED REFERENCE POINTS AND ARE RESPONSIBLE FOR ALL COLUMN FUFORCEMENIT: DOWELS TO BE SANE SIZE AND NUMBER AS VERTICAL ABOVE. CONCRETE LINES, ELEVATIONS, AND MEASUREMENTS N CONNECTION WITH THEIR WORK. PROVIDE STANDARD HOOKS FOR ALL VERTICAL REINFORCEMENT AT NON-CONTINUOUS COLUMNS (U Ox). MAAICB CHABL, A.I.A. AA0014885 THE CONTRACTOR S RESPONSIBLE AND SHALL COMPLY WITH THE REXJREMENTS OF THOMAS T. COOPER, A.I.A. AR4486 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, CONCRETING. DRILLING OR PUSHING THE DOWELS NTO POSITION N WET CONCRETE IS NOT PERMITTED. AND CONTRACTOR RA BRACING AS RE RESPONSIBLE DD PROEXECUTION INSTALLATION OF THE REMOVAL ALL CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS- FOOTINGS 3", COLUMNS EXISTING UNDISTURBED CONDITION 1-1/2" TO TIES, BEAMS 11-1/2" TO STIRRUPS, INTERIOR SLABS 3/4", EXPOSED SLABS 1-1/2", THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL WORK AND MATERIALS SLABS ON GRADE 1-1/2" MEASURED FROM TOP OF SLAB. SCALE: 3/4" = 1 -0 FROM WEATHER DAMAGE ■ SLAB AND BEAM REINFORCEMENT: PLACED N ACCORDANCE WITH REINFORCING EXISTING SLAB ■ r THE CONTRACTOR AGREES THAT HE WILL HOLD OWNER, ENGINEERS AND/OR ANY OF DIAGRAMS. BOTTOM BARS %)I= ONLY AT SUPPORTS, TOP BARS SPLM ONLY ■ EXISTING SLAB THEIR MP EMPLOYEES OR AGENTS HARMLESS FROM ANY AND ALL DAMAGE AND CLAMS AT MD--SPAN. ALL TOP BARS HOOKED AT NON-CONTINUOUS EDGES ■ WHCH MAY ARISE BY REASON OF ANY NE(IJGENCE ON THE PART OF THE CONTRACTOR, STANDARD 90 DEGREE OR 180 DEGREE HOOKS AS REQUIRED (U.OX). ■ 01 117 ANY OF HIS SUBCONTRACTORS AND/OR SUBCONTRACTORS, MATERIALS AND EQUIPMENT T I I i iii III= I I I I I I I= III i i i SUPPLIES AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, N PERFORMANCE OF THIS ■ _ CONTRACT; AND, N CASE ANY ACTION IS BROUGHT THEREFORE AGAINST THE OWNER, ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 2'-6*. EXISTING BEAM = ASSUME FULL AND/OR NSIBLIFY THEIR FOR DEFENSE THEREOF,GENTS, THE CONTRACTOR SHALL EACH WAY AT CORNERS N OUTER FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL ■ _ _ AND UPON HIS FAILURE TO DO BARS NOT DETAILED WITH A HOOKED END. ■ SQUARE CUT = III SO ON PROPER NOTICE, OWNER, ENGINEERS AND/OR ANY OF THEIR EMPLOYEES OR .......,. ........... . . AGENTS RESERVE THE RIGHT TO DEFEND SUCH ACTION AND CHARGE ALL COSTS ■ I i THEREOF TO THE CONTRACTOR. MASONRY WALLS AND PARTITIONS : VERIFICATION OF EXISTING CONDITIONS, INASMUCH AS THE REMODELING AND/OR CONC ETE MASONRY UNITS (BLOCK) SHALL COMPLY WITH THE PROVISIONS OF THE i ORIGINAL SIZE I I &4 0 / ■ REHABILITATION OF AN EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS BE STANDARD SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING , OF BEAM k� MADE REGARDING EXISTING CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS CONCRETE MASONRY, NCMA TR-758 OR ACI 531 ■ b E DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTKm OF THE BULB DING, THE HOLLOW BLOCK SHALL COMPLY TO ASTM C-90, TYPE b GRADE N-1 DOUBLE END CELL Lj v OWNER AGREES THAT, EXCEPT FOR NEGUGENCE ON THE PART OF THE DESIGN BLOCK REQUIRED. PHASE 1 DETAIL ® w PROFESSIONAL, THE OWNER WILL HOLD HARMLESS, NDD4 FY AND DEFEND THE EXISTING UNDISTURBED CONDITION DESIGN PROFESSIONAL FROM AND AGAINST ANY CLAIMS ARISING OUT OF THE MORTAR SHALL COMPLY WITH ASTM C-270, TYPE M, WITH A MNWIUM COMPRESSIVE SCALE: 3/4" = T-0 V) n 0 Lv Q Q) PROFESSIONAL SERVICES UNDER THIS AGREEMENT. STRENGTH AT 28 DAYS OF 2500 PSI. SCALE: 3 4 = 1'-0 W v o ° ME S H O P D R A WINGS : GROUT SHALL CONFORM TO ASTM C476, FOR COARSE GROUT, MINIMUM COMPRESSIVE (Y 0 STRENGTH 0 28 DAYS OF 3000 PSL SLUMP OF 8 TO 10 INCHES, MAX" PLACEMENT h CHIP OUT NOT � � O L< 0 SUBMIT ONE SEPIA AND ONE PRINT OF SHOP DRAWINGS FOR A/E REVIEW BEFORE TIME OF 90 MINUTES. SUBMIT DESIGN MIX FOR APPROVAL c 0 STARTING FABRK:ATIOk 1 2" TO EXCEED 1 4 h I-- — HORIZONTAL RENFORCEG SHALL BE DUR-O-WALL STANDARD (9 GA. TRUSS (LADDER), W a NO SHOP DRAWINGS SHALL BE SUBMITTED FOR A/E REVIEW UNTL AFTER THEY HAVE ASTM CLASS B-2, HOT DIPPED GALVANIZED OR APPROVED EQUAL PLACE VERTICALLY AT MIN. z < O 0 TRADE REVIEWED AND NOTED FOR CONSTRUCTION METHOD, DIMEJVSIONNG AND OTHER OVERLAP ALTERNATE COURSES.ONTNUOUS ENDS PREFABRICATED OF CR� AND TEES A WALL MERSECTKh o � REQUIREMENTS THE CONTRACTOR AND STAMPED WITH THE CONTRACTORS APPROVAL SEAL ENGINEER ASSUMES NO RESPON SIBUTY FOR DIMENSIONS, QUANTITIES, a4 `� rn ERRORS OR OMISSIONS AS A RESULT OF CHECKING AND REVIEWING ANY SHOP DRAWINGS. VERTICAL. REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. FILL ALL I-, : co ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY CONTRACTOR, IRRESPECTIVE OF REINFORCED CELLS WITH 3000 PSI GROUT AS SPECIFIED ABOVE SEE PLAN FOR SIZE AND ° ® 0 o0 O � Q RECEIPT, CHECKING OR REVIEW OF DRAWINGS BY ENGNEER AND EVEN THOUGH WORK SPACING OF VERTICAL RENFORCNG• EXISTING SLAB ® 11) V) In ` IS DONE N ACCORDANCE WITH SUCH DRAWINGS. SQUARE CUT b p LLJ MASONRY COMPRESSIVE STRENGTH fm i = 1300 PSI. : PLAN 1 (MIN.) �: ALL CHANGES AND ADDITIONS MADE ON RE-SUBMITTALS MUST BE CLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE-SUBMITTALS MUST BE CLEARLY NOTED ON THE AT GROUT FILLED CELLS N RENFORCED MASONRY WALLS, CROSS WEBS ARE TO BE FULL LETTER OF TRANSMITTAL THE REVIEW OF RE-SUBMITTALS WILL BE DATED TO THOSE BEDDED N MORTAR TO PREVENT GROUT LEAKAGE. GROUT FILLED CELL SHALL BE A r CAUSING THE RESUBMISSKK CLEAR, UNOBSTRUCTED, AND CONTMJOUS VERTICAL CELL WITH MV" DWSISIONS OF 3" X 3". EXISTING BEAM STRUCTURAL DESIGN CRITERIA : x CLEAN--OUT OPD 4GS SHALL BE PROVIDED N THE FIRST COURSE WHERE GROUT POUR THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE SOUTH FLORIDA BUILDING EXCEEDS 4'--O" N HEIGHT. 1/2" W CODE (1994 EDITION) AND OTHER REFERENCED CODES AND SPECIFICATIONS. ALL ( IN.) • REFERENCED CODES AND SPECIFICATIONS SHALL BE LATEST EDITION AT TIME OF — -- — — — — — ■■■ OWN ■ 1■■■■■■■■■■ PERMIT. STRUCTURAL STEEL : (SHOP DRAWINGS REQUIRED) WIND LOAD CRITERIA: ALL STRUCTURAL STEEL TO BE DOMESTIC AS.TM A-36 FY=36 KSI) AND DESIGNED N SQUARE CUT I v ' BASIC LOAD VELOCITY - 110 MPH AS PER ASCE 7-88• ACCORDANCE WITH THE LATEST AIS.C. "SPECIFICATION FOR THE DESIGN, FABRICATION 1" (MIN.) II CATEGORY 'C' AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND THE A.LS.C. CODE OF NO FEATHERED I EXISTING SLAB LIVE LOADS: STANDARD PRACTKE• EDGES (TYP.) ' - - STEEL TUBES TO BE DOMESTIC STEEL CONFORMING TO A.S.T.M. A-500 w _ FLOOR • . • . . . . . . . . . . . . . . . 50 P.S.F. GRADE B (FY=46 K.S.I.). v TUBE COLUMNS TO BE CONCRETE FILLED WITH VENT HOLES TOP, u' III I I 1" MIN.) SQUARE OFF SEE PLANS FOR ADDITIONAL LOADING INFORMATION. MIDDLE AND BOTTOM. DETAIL, N —III I 0 PERMIATION 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. Q I (( ' CH OUT AREA - NO FEATHERED NA LATEST "STRUCTURAL WELDING CODE - STEEL", (A.NLS.L/A.W.S. D1-1). RUSTPROOF ALL CALE: 3/4" = 1'-0 I . _.................................... EDGES (TYP.) ,. FELD WELDS WITH HEAVY DUTY RUSTPROOFNG PANT. ALL WELDING TO BE FOUNDATIONS ARE DESIGNED TO BEAR ON LIMEROCK FILL WITH AN ALLOWABLE BEARING PERFORMED BY CERTIFIED WELDERS. ,b CAPACITY OF 2000 P.S.F. THE A/E HAS VISITED THE JOB SITE AND ASSUMED THIS BASED ON FROM THESE ASSUMPTIONS. A/E IF EXCAVATION OF FOUNDATION SHOWS VARIATION ALLL�CpONNECTICINS TO BE FELD AND SHOP WELDED AND TO DEVELOP MEMBER N PROCEDURE NOTES (BEAMS) SHEAR• x, t 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 PRIMER OR APPROVED FOOTING BETWEEN COLUMN FOOTINGS OF DIFFERENT ELEVATIONS. EQUAL (U.OXL 1. SHORE BEAM AWAY FROM PROPOSED REPAIR AREA SUFFICIENTLY TO PERFORM WORK WITHOUT DISTURBING SHORES 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 �$SOUND UNCRACKED, SOLID REPAIR DETAIL SECTION 2404. CONCRETE & CONFIGURE EDGES AS SHOWN IN DETAIL & Cg �- SCALE: 3/4" = 1 0 C O N C R E T E : 3. AFTER CHIP-OUT IS COMPLETE, SANDBLAST ALL EXISTING REINFORCING TO REMOVE RUST * SEE PROCEDURE BELOW: p� ALL CONCRETE WORK SHALL CONFORM WITH "SPECFrATIONS FOR STRUCTURAL AND SCALE, � 41 CONCRETE FOR BUILDING" (ACI 301). 4• AFTER SANDBLASTING, APPLY "ARMATEC 110" RUST INHIBITING PAINT TO REINFORCING - z ENSURE COMPLETE ENCAPSULATION OF REINFORCING b .3 FOR ALL CONCRETE TO BE PLACED N SLABS (INCLUDING SLABS 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 CONSDERED. BEAM BOTTOM ANO RESTORE BEAM TO ITS ORIGINAL DIMENSIONS. t� -L V' SLUMP FOR OTHER CONCRETE SHALL NOT EXCEED 5". SEE GENERAL NOTES THIS SHEET, b 4) V)-0p ALL CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH OF 3000 P.S.I. AT 28 1. SHORE ALL BEAMS FRAMING INTO COLUMN TO BE REPAIRED. �D b Z,O .,�` DAYS, � � � ., OWNER SHALL. EMPLOY AND PAY FOR THE SERVICES OF AN INDEPENDENT CERTIFIED 2. EXPOSE SPALLED COLUMN FACE DOWN TO END OF SPALLED SECTION TESTING LABORATORY FOR CONCRETE SAMPLING AND TESTING N ACCORDANCE WITH z N E f� ASTM C31 AND ASTM C39. b L 3. CHIP-OUT ONE FACE OF COLU ONLY (SELECT MOST SEVERELY SPALLED) AND PREPARE CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF FORMS AND SHORING AND FOR IN ACCORDANCE WITH DETAIL UAA 04 4_j SAFE PRACTICE N THEIR USE AND REMOVAL. CONCRETE PATCHING MATERIALS : 04 0 4. AFTER CHIP OUT IS COMPLETE, SANDBLAST ALL EXISTING REINFORCING TO REMOVE RUST V) as PLACING OF CONCRETE N ALL REINFORCED COLUMNS AND WALLS SHALL BE N EQUAL AND SCALE. w u LIFTS NOT EXCEEDING 7'-6" N HEIGHT. 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 Z ONE � �� 1 -52 -49 -48 -46 -46 -46 DATE 07.12.00 JOB NC: 001041 2 -91 -83 -6,5 -56 -56 -56 ZONE ZONE ZONE 5 4 5 ;,. DWN BY: TPA 3 -135 -113 -84 -56 -56 -56 CHK BY: EC REVISIM 4 -56 -52 -49 -48 -46 -43 a = 6.3' ERIC COLVILLE, P.E. 7531 SW 63RD COURT TYPICAL WALL ELEVATION OUTH MIAMI, FLORIDA 33143 5 -71 _ _ J�Al ��31� 667-6505 FAX (786) 268-7089 -f7 -61 56 -49 43 rr + ` S , Lam;, '',�� �`° ,• ry '*+ERIC COLVILLE #40,924 STRUCTURAL • 4 &. 5 52 50 47 45 42 40 *.