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01-0098-011 GENE L S T U C T U A L NOTES i � N A F O U N D A T 1 0 N S : (SPREAD FOOTINGS) 52'-8' 4- 1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, 1. FOUNDATIONS ARE DESIGNED TO BEAR ON LIMESTONE NEW BLOCK WALL WITH 1 *5 DESIGN AND EXTENT OF THE WORK AND ARE PARTLY DIAGRAMMATIC. OF AN ALLOWABLE BEARiW=CAPACITY OF 2000 P.SF. a 48" O.G.MAX. IN CELLS V THEY ARE NOT INTENDED TO BE SCALED FOR ROUGHING-IN MEASURE- FILLED WITH GROUT. SEE � NEW 2-34 ALUM. S'-0' A SUBSTITUTE EXIST. MENTS, OR TO SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. SECTION FOR ADDITIONAL SINGLE HUNG AWN. WINDOWS WITH 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED 1 N O G N 'T L - INFORMATION A'4 WINDOWS A-4 1-34 ALUM. SINGLE TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR �p ;q 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 3. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES, OF STANDARD PRACTICE OF THE C.R.91 AND PLACED IN ACCORDANCE LINES, LEVELS, CONDITIONS AND DIMENSIONS At THE JOS SITE AND AS WITH AG.I. 315 AND A.G.I.MANUAL OF STANDARD PRACTICE. 8° X 8" GOt�IGR. SHOWN ON THE DRAWINGS. THEY SHALL REPORT ANY ERRORS OR -__- � TV STARTER COLS. INCONSISTENCIES IN THE ABOVE TO THE ARCHITECT/ENGINEER CANE) 2. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS: --- - j '-b° 8" FOOTINGS 3",COLUMNS 1-112° TO TIES,BEAMS 1-i/2' TO STIRRUPS, i O d SHEL 1 v f I BEFORE COMMENCING WORK. THE CONTRACTOR AND SUBCONTRACTORS INTERIOR SLABS 3/4', EXPOSED SLABS i-1/2°, SLABS ON GRADE V/ SHALL LAY OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS i-I/2' MEASURED FROM TOP OF SLAB. `\ ' AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS i ® -O-b'NEW IN CONNECTION WITH THEIR WORK 4. PROTECTION: 1"i S O N i2 W A L L S AND PART i T I O N S RELOCATE Pus I ' 26' X -1'- " c S ONSIBLE AND SHALL COMPLY WI71-I tl-IE ° SPR R FLUSH DR. a-0. A. THE CONTRACTOR 16 REP j A-4 REQUIREMENTS OF CHAPTER 33 OF SOUTH FLORIDA BUILDING CODE 1. ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH SPECIFiCA- l AND ALL LOCAL, STATE AND FEDERAL LAWS. THE A/E AND H15 TION FOR MASONRY STRUCTURES', ACI 530.1-88 AND PROVISIONS OF CONNECT 4' SE `� 6► `� - THE SOUTH FLORIDA BUILDING GORE. ALL MASONRY WALLS TO BE SERVICE LINE EMPLOYEES ARE NOT RESPONSIBLE FOR SAFETY PROCEDURES ON BDROOi"i CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM G-90-85 AND _L_ - - ` Jj THIS PROJECT. THIS 15 THE CONTRACTOR'S RESPONSIBILITY. REINFORCED WITH *9 GAGE LADDER TYPE HORIZONTAL MASONRY t0 EXIST. SEWS ----- , v 8. PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR REINFORCING LOCATED At 16' O.G. ALL MASONRY TO BE LAID IN LINE J }%THE PROPER EXECUTION OF THE WORK. REMOVE WHEN THE TYPE 'M' MORTAR (2500 PSI ON THE JOB) WiTH FULL HEAD AND BED I NEW n ui �2 N 18 IS COMPLETED. V JOINTS. �' 2L- " X -i'-0 t C.PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES, 2. REINFORCED UNIT MASONRY: ALL REINFORCED MASONRY CONSTRUCTION NEW CONC. B DROO1"i - FL USH DR O I (� +`a-Q 00 RAILINGS, OBSTRUCTIONS IN THE STREETS, ROADS OR SIDEWALKS SHALL BE IN ACCORD WITH APPLICABLE PROVISIONS OF CONCRETE PAD ' AND ALL TRENCHES OR PITS ADJACENT TO PUBLIC WALKS OR REINFORCEMENT, CAST-IN-PLACE CONCRETE AND CONCRETE MASONRY. ROADS. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE ERR R ,GFI �© NEW 6'-0° X 6'-8" U m rr nn O TEMP. CLEAR vJ v DAT ALL TIMES PROVIDE PROTECTION AGAINST WE (RAIN, MEMBERS 1111TH A GLASS "G" LAP LENGTH PLUS 3' OR FULL DEPTH, NEW CU t' _ GLASS ON ALUM. WIND, STORMS OR HEAT)SO AS TO MAINTAIN ALL WORK, PLUS A STANDARD HOOK. LAPS WITH REINFORCED MASONRY S Cs OF BE cam, # MATERIALS, APPARATUS AND FIXTURES FREE FROM DAMAGE. PLACING '�` STORE FRONT �� °O 48 BARD DIAMETERS. CONTRACTOR SHALL COORDINATE PL E. THE CONTRACTOR SHALL PAY FOR ALL DAMAGE 70 ADJACENT AT MODULE OF MASONRY UNITS. ALL VERTICAL Off' R � � STRUCTURES, SIDEWALKS AND TO STREETS OR OTHER PUBLIC DOWELS TO ACCOMMODATE RELOCATED CELLS AND BEAMS WiTH REINFORCING SHALL BE FILLED WITH COARSE , NEW PROPERTY OR TO ANY PUBLIC UTILITIES. GROUT CONSISTING OF 3000 PSI CONCRETE WiTH *'8 COARSE SPRINKLER PUM iA 2'-6' X -('- ° / F. AT THE END OF THE DAYS WORK, COVER ALL WORK LIKELY TO BE AGGREGATE. USE HIGH-SLUMP 9"7 CSUPERPLAStIGIZED) WHERE HEIGHT ---'---' -----'- ` FLUSH D � ALIGN FACE OF NEW 5AT� DAMAGED. ANY WORK DAMAGED BY FAILURE t0 PROVIDE OF LIFT EXCEEDS 4'-0'. WHERE HEIGHT OF OPEN CELL EXCEEDS 4'-0', PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK USE +11CsH-LIFT GROUTING TECHNIQUE WHICH REQUIRES A GLEAN-OUT EXIST. CU __�` j �,R WALL WITH FINISHED AT THE CONTRACTOR'S EXPENSE. OPENING AT THE BOTTOM OF ALL CELLS AND PLACING THE GROUT IN /" T FAGS OF EXIST. GMU 5. CONTRACTOR AGREES THAT HE WILL HOLD OWNER, A/E AND/OR ANY MAXIMUM 4'-0' LIFTS WiTH A 30 t0 60 MINUTE DELAY BETWEEN LIFTS. /" ° WALL OF THEIR EMPLOYEES OR AGENTS HARMLESS FROM ANY AND ALL 3. CONCRETE MASONRY UNITS (BLOCK) SHALL COMPLY WITH THE PROVE- - 4 14 -8 TEL. 4 5 DAMAGE AND/OR CLAIMS WHICH MAY ARISE BY REASON OF ANY SfONS OF THE STANDARD SP1*GIFIGAtiON FOR THE DESIGN AND UNDERGROUND NEGLIGENCE ON PART O CONTRACTOR, ANY OF HIS SUBCONTRACTORS SUPPLIERS CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY,AGI 530. ANDJOR SUBCONTRACTORS,MATERIALS AND EQUIPMENT SUPPLIERS ELF-C. SERVICE .....:; .. .> ,...r:.. ...•....... . ..... ...... .. ..,.<- -...c ..._. ..: ..... ... z AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, IN PERFORMANCE OF 4. HOLLOW BLOCK SHALL COMPLY TO ASTM G-90-85, TYPE If, GRADE N-If. THIS CONTRACT± AND, IN CASE ANY ACTION iS BROUGHT THEREFORE SOLID BLOCK SHALL COMPLY WITH ASTM G-145-85, TYPE II,GRADE \� = 6 SHELVES AGAINST OWNER, AIE AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, N-11 AND USED ONLY WHERE PERMITTED BY A/E. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DEFENSE 5. MORTAR SHALL COMPLY WITH ASTM G-210-89, TYPE M, WITH A 4� B' 4� ;�fill THEREOF, AND UPON HIS FAILURE TO DO 50 ON PROPER NOTICE, MINIMUM COMPRESSIVE STRENGTH At 28 DAYS OF 2500 P51. EXIST. EXiS OWNER, A/E AND/OR ANY OF THEIR EMPLOYEES OR AGENTS RESERVE 6. HORIZONTAL REINFORCING.SHALL BE DUR-O-WALL STANDARD C9 GA.) ELEC. E P r+ UT i L I T1' N THE RIGHT TO DEFEND SUCH ACTION AND CHARGE ALL COSTS THE At 16' O.G. (TRUSS TYPE FOR NON-REINF. MASONRY AND LADDER METER TO CONTRACTOR TYPE FOR REINF.MASONRY) ASTM CLASS 5-2, HOT DIPPED FLEV 6. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS GALVANIZED OR APPROVED EQUAL.. -O'-7' r SPECIFICATIONS OR OTHER DOCUMENTS THE CONTRACTOR SHALL NOTIFY "i. 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. 1St_ PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE SEE PLAN FOR SIZE AND SPACING OF VERTICAL REINFORCING. WH EXIST. E 1ST. O'-O' EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE,HE SHALL S.MASONRY COMPRESSIVE STRENGTH P'm - 2000 PSI. /Sr ELO DRYER W SH r BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR 9. UNLESS OTHERWISE DETAILED ON PLANS PROVIDE MINIMUM TiE BEAMS OMISSIONS AND THE COST OF RECTIFYING THE SAME. 8' x 12' REINFORCED WITH 2 *5 TOP AND BOTTOM WITH "3 STIRRUPS 1. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS TOGETHER 4 AT (2',BALANCE AT 36' O.C. �XTFiQ/O� WITH THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, SETTING, SLEEVES, S T U C T A L 1'''i I S C . S T E L - DoD�, �- NEW AHU , , OUTLETS, RECESSES, OPENINGS, REGLETS, BOLT SE L R �2?�01 ABOVE LIVING ROOt"i , , BEDROOM DIMENSIONS, ETC. POTENTIAL CONFLICTS SHALL BE COMMUNICATED TO 1. ALL STRUCTURAL STEEL TO BE ASTM. A-36 FY=36 THE A/E BEFORE PROCEEDING WITH THE WORK 0 { 8. SUBMIT ONE SEPIA AND ONE PRINT OF SHOP DRAWINGS. A/E SHALL KS.IJ AND DESIGNED IN ACCORDANCE WITH THE A.I.S.G. ALIGN FACE OF NEW WALL ~ REVIEW BEFORE STARTING FABRICATION. AND FOR THE DESIGN, FABRICATION AND ERECTION OF WITH FINISHED FACE OF N � M S. NO SHOP DRAWINGS SHALL BE SUBMITTED FOR A/E REVIEW UNTIL AFTER STRUCTURAL STEEL FOR BUILDINGS 1989 AND THE A.1.5.C.CODE OF EXIST. CMU WALL THEY HAVE BEEN REVIEWED AND NOTED FOR CONSTRUCTION METHOD, STANDARD PRACTICE. • BY THE CONTRACTOR 2. STEEL CUBES TO BE DOMESTIC STEEL CONFORMING TO A.ST1`1. A-500 W DIMENSIONING AND OTHER TRADE REQUIREMENTS GRADE g (FY=46 <61.). TUBE COLUMNS TO BE CONCRETE FILLED AND STAMPED WITH THE CONTRACTOR'S APPROVAL SEAL. A/E WITH VENT HOLES TOP, MIDDLE AND BOTTOM. D I iNC 'OO1"i ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ERRORS 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. CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF 4. ALL WELDING TO BE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY ~ P� • DRAWINGS BY A/E AND EVEN THOUGH WORK IS DONE IN (AWS)'STRUCTURAL WELDING CODE - STEEL',01.1, 1986 AND AS H ACCORDANCE WITH SUCH DRAWINGS. INDICATED ON THE STRUCTURAL DRAWINGS. WELDING ELECTRODES, O'-0• CA GTU WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS TEMPERATURES TO Y THE STRUCTURAL W � C 10. THE REVIEW OF ALL STRUCTURAL SUBMITTALS B ENGINEER OF RECORD SHALL BE TO INSURE THAT HIS INTENT HAS BEEN 8E IN ACCORDANCE WITH THE AWS SPECIFICATIONS. OR ANY STRUCTURAL UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAVE BEEN USED. A STEEL DAMAGED IN WELDING TO BE REPLACED OR ACCEPTABLY COPY OF ALL STRUCTURAL SUBMITTALS WILL BE RETAINED FOR RECORD REINFORCED. ALL FULL PENETRATION GROOVE WELDS TO BE SUBJECT C KEEPING PURPOSES ONLY. TO 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 WORK ADJOINS EXISTING CONSTRUCTION, OR WHERE ONE AGENCY PAID BY THE OWNER. RUSTPROOF ALL FIELD WELDS WiTH II. MATERIAL ADJOINS AN IN-PLACE MATERIAL, CONTRACTOR SHALL TAKE HEAVY DUTY RUSTPROOFiNG PAINT. FIELD MEASUREMENTS AS REQUIRED TO COMPLETE SHOP DRAWINGS AND 5. SHOP GOAT 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 6. SUBMIT ONE SEPIA AND ONE PRINT OF SHOP DRAWINGS FOR ENGINEER'S PROCEEDING WIT44 THE WORK OR DIMENSION IS REVIEW BEFORE STARTING FABRICATION. 12. WHERE A LINE OF STRUCTURE, OPENIN G LOCATION, CRITICAL AND BASED ON THE REQUIREMENTS OF ANOTHER TRADE OR SUBCONTRACTOR,THAT SUBCONTRACTOR SHALL SUBMIT A SHOP C O N C R E T E : K I T C H E N fW1 i L,1' ROOM MASTS R DRAWING WiTH THE REQUIRED DIMENSIONAL INFORMATION UPON WHICH ���� THE CONTRACTOR SHALL BASE THE LAYOUT AND CONSTRUCTION. THIS 1.CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH 'BUILDING D ROOM PROCEDURE IS MANDATORY FOR CURTAIN WALL SYSTEMS, ARCHITECTURAL CODE REQUIREMENTS FOR REINFORCED CONCRETE" (A.G.i. 318) 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 � Q STRUCTURAL CONRT FOR BUILDING' [AI 30 ODUCTION OF ____ __S T R U C T U R A L D S I G N CRITERIA : CONCRETE DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE ' 1. THE DESIGN COMPLIES WiTH THE REQUIREMENTS OF THE SOUTH FLORIDA WITH 'HOT WEATHER CONCRETING" (A.C.f. 3058-89).C O O BUILDING ODE tI994 EDITION)AND OTHER CODES REFERENCED THERE-IN 3.NO ADMIXTURES PERMITTED WITHOUT THE REVIEW OF ARCHITECT/EN- 4------- j GiNEER. 2. WiND LOAD CRITERIA 4.FOR ALL CONCRETE (INCLUDING SLABS ON / BASIC 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 pal (U.O.N.) WITH A MINIMUM EARTHWORK : OF 5 BAGS OF CEMENT IN EACH GU. YD. OF CONCRETE. SEE PLANS 1. CONTRACTOR SHALL DEWATER SITE AS NECESSARY SO THAT ALL FOR ADDITIONAL REQUIREMENTS. r CONCRETE CAN BE PLACED IN THE DRY. ALL BACKFILL SHALL BE 6. CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF FORMS ANDQO}-} ACCOMPLISHED USING MATERIAL CONSISTING OF CRUSHED STONE AND/OR SHORING* AND FOR SAFE PRACTICE 1N THEIR USE AND REMOVAL. MATERIAL APPROVED BY THE GEOTECHNiCAL ENGINEER. THE BACKPILL CONTRACTOR SHALL DESIGN AND ERECT SHALL BE COMPACTED TO 98go OF MAXIMUM DENSITY AS DETERMINED BY FORMWORK IN STRICT COMPLIANCE WITH ACI 34-IR-88. CONTRACTOR ASTM p-E C NO COMPACTED TO MATERIAL SHALL E PLACED AGAINST SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER TRADES. i CLD_ i p BAT WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT THE TOP AND OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE TO BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY BRACING OF IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC DIMENSIONS AND THOSE WALLS. PROVIDE ADEQUATE EXCAVATION BPACING IN ACCORD LOCATIONS SHALL BE FURNISHED OR CONFIRMED BY THE TRADE WITH GEOtEGHNiCAL ENGINEER'S RECOMMENDATIONS TO MAINTAIN REQUIRING THE OPENING. PROVIDE CHAMFERB AT ALL CORNERS IN r UTILITIES AND OTHER IMPROVEMENTS 1N A SAFE CONDITION. CONCRETE MEMBERS EXPOSED TO ViEW. FORMWORK TO REMAIN iN + F PLACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH TO SUPPORT (OD ALL DEAD LOADS PLUS A MINIMUM OF 50 PSF OF ADDITIONAL L CONSTRUCTION LOAD. Drawn Dy. JA JA Approv. Fy: JK Date: 2.12.01 FLOOR FL_AN SCALE: 114' ■ 1'-0' N 8ev�aio�: LEGEND : - EXISTiNG 8° CMU WALL TO REMAIN EXISTING 4' PARTITION TO REMAIN PARTITION WALL TO BE DEMOLiSHED Project No: 0009 GMU WALL TO aE DEMOL i S+-!F_D 111111 NEW V CMU WALL Sheet No: NEW PARTITION �' Isk •: " �-3 • I1 dotal. ^ - - -- `� . ;,,, ;(j ✓ ,.•�`ti .,y File GAJAK