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6611 SW 78 TERR_EB-09-015-004 STRUCTURAL NOTES REVISIONS GENERAL ® MASONRY: NO. DATE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ALL BLOCK WALLS SHALL BE TWO-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ARCHITECTURAL,MECHANICAL,ELECTRICAL,PLUMBING,AND SITED IN S.CONSULT MANUFACTURED IN CONFORMANCE WITH AS TM C-90,GRADE N,F'M=1500 PSI.BLOCK SHALL ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS,AND OTHER DETAILS NOT SHOWN BE PLACED USING RANDOM BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO 1#5 ON STRUCTURAL DRAWINGS. AS A MINIMUM,CONSTRUCTION SHALL COMPLY WITH FLORIDA BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN-WALL COLUMNS.THE ENGINEER FILL CELL BUILDING CODE LAST EDITION,ACI 318-02,BUILDING CODE REQUIREMENTS FOR STRUCTURAL SHALL FURNISH INSPECTION OF ALL REINFORCED MASONRY STRUCTURES.GROUT USED TO CONCRETE,ACI 350,AISI SPECIFICATION FOR THE DESIGN OF COLD-FORMED TEL FILL MASONRY CELLS SHALL COMPLY WITH AS TM C-476,AND SHALL PROVIDE A MINIMUM STRUCTURAL MEMBERS 1989,AND RISC SPECIFICATIONS. COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 3/8"COARSE AGGREGATE,AND SHALL BE PLACED WITH A SLUMP OF 8-TO 10'. USE ONLY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, MECHANICAL VIBRATION TO CONSOLIDATE GROUT.TYPE S MORTAR SHALL BE USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS -270. HORIZONTAL AND VERT.MORTAR JOINTS SHALL BE 3/8*THICK N�l ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE OUTLINED UNDER AST M C 014 Lo DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO CD m TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF BE FILLED. ALLOW A MINIMUM 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. 5 V_ THE WORK. HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE z Lo THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS DUR-0-WALL(AST M CLASS B-2,HOT-DIPPED GALVANIZED)AT ALTERNATE COURSES(16-ON C) E COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY I TO DETERMINE ERECTION CENTER),UNLESS OTHERWISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS AND m co 00 0 PROCEDURESA D SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS SHALL LAP A MINIMUM 8".THIS REINFORCEMENT SHALL EXTEND 4 INCHES INTO TIE COLUMNS co Lo c DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, OR BE TIED TO STRUCTURAL COLUMNS WITH APPROVED METHODS WHERE STRUCTURAL L- SHEETING,TEMPORARY BRACING,GUYS OR TIE DOWNS.THE CONTRACTOR SHALL COLUMNS REPLACE THE TIE COLUMNS. co 0 in < SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS LAP VERTICAL EBAR 6 X BAR NO.,U.O.N. AN D SLAB-ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 9 GAUGE DUR-O-WALL HORIZONTAL MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF REINFORCEMENT EVERY OTHER COURSE co THE LAST EDITION OF FLORIDA BUILDING CODE 8"x8"xl6" CONCRETE Lo LL cl) U) DESIGN LOADS- MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A MASONRY UNITS (LADDER TYPE) U) UJ C14 0 M m THE STRUCTURAL FRAMING WAS DESIGNED USING THE FOLLOWING SUPERIMPOSED LOADS. "CERTIFIED STRUCTURAL MASONRY CONTRACTOR". THE SUPERVISOR OF THE MASONRY DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH ASCE 7-02. PORTION OF THE PROJECT SHALL BE A"CERTIFIED STRUCTURAL MASONRY CON TRACTOR"OR ROOF: SECOND FLOOR- A"CERTIFIED STRUCTURAL MASON*AS RECOGNIZED BY THE FLORIDA CONCRETE AND D z -ow LIVE LOAD...................................30 PSF LIVE LOAD................... ...... ......40 PSF PRODUCTS ASSOCIATION(F PA). THE SENIOR MASONRY SUPERVISOR WILL BE DEAD LOAD.................................25 PSF DEAD LOAD.................................40 PSF RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE DUR-O-WALL CORNER DETAIL C1114 < () Wr-, - mEE WIND: CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM 4 co 00 (D DESIGN WIND SPEED 146 MPH EXPOSURE C THE FC&PA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. z z Lo IMPORTANCE FACTOR 1.0 INTERNAL PRESSURE COEFFICIENT p+0.18A 0.18 < m. < co 2E 0 SHOP DRAWING REVIEW.* WOOD: ADD 3#5 ZD Lij 1.ALL WOOD FOR BEAMS,BEARING WALLS,SOLE PLATES,TOP PLATES,BLOCKING,BRACING, z Ill SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT X60 BEND CO z OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE LEDGERS,CRIPPLES,SILLS,ETC.,SHALL BE SOUTHERN PINE NO.2,KD-15,OR BETTER. CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AST QUANTITY, 2. MICRO-LAM BEAMS SHALL BE MANUFACTURED BY TRUS-JOIST CORP.,OR APPROVED 0 LENGTH,ELEVATIONS,DIMENSIONS,ETC. EQUAL,AND SHALL PROVIDE A MODULES OF ELASTICITY OF 1,000,000 PSI,A MIN.FLEXURAL :c ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO STRESS OF 1,0 DO PSI,AND A MIN.HORIZONTAL SHEAR STRESS OF 285 PSI. CIL THE ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. 3. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE cn SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS PRESSURE-TREATED.WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LAP 2'-6" MIN. SCHEDULED MESH (CONTRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION LEVELS OF 0.25 PCF OF CHROMATED COPPER ARSENATE(CCA).WOOD FOR STRUCTURAL USE ------ CENTERED IN SLAB FROM THE ENGINEER. THAT SHALL BET TED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.4 FINISH GRADE CORNER REINFORCING IN ALL INSTANCES,THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS PCF OF CCA OR MORE, CONC. SLAB UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. 4. FOR STRUCTURAL USES,AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN 1/2" SEE PLAN DETAIL FOR ALL FOUNDATION OF HEARTWOOD. ® 5. AVOID INHALATION OF SAWDUST PRODUCED BY PRESSURE TREATED WOOD.WEAR A DUST MASK AND WORK OUTDOORS.DISPOSE OF DUST AND SCRAP BY ORDINARY TRASH 2#5X30" C 3,000 PSI REGULAR WEIGHT FOR FOOTINGS,ANDS LAB-ON-GRADE FUMES. (.0 4 0< BARS 3,000 PSI REGULAR WEIGHT FOR BEAMS,AND COLUMNS COLLECTION.DO NOT BURN IT:PRESSURE TREATED WOOD MAY PRODUCE VERY TOXIC ONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: ADD'L. CORNER 00 CONTRAR ALL SUBM MIX D WITH HISTORICAL STRENGTH DATA 6. IN HIGHLY CORROSIVE ENVIRONMENTS,ALL WIND RESISTING HARDWARE INCLUDING THE CTO SH IT PROPOSED ESIGNS, FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT HURR(CANES TRAPS,SHALL BE MADE OF STAINLESS STEEL,OR SHALL BE DIPPED(AND UJ of co SCRATCHES RE-PAINTED)IN COAL-TAR EPDXY PAINT. EXCEED 4"+/-1'PRIOR TO THE ADDITION OF PLASTICIZER.CONCRETE SHALL COMPLY WITH 7. WOOD PREVIOUSLY USED AS FORM WORK SHALL NOT BE USED AS ROOF FRAMING OR L J -11 ALL THE REQUIREMENTS OF ACI 301 AND AST M C-94 FOR MEASURING,MIXING, SHEATHING. e--8 --7e- leoll Of T� TRANSPORTING, C. CONCRETE TICKETS SHALL BE TIME-STAMPED WHEN CONCRETE IS 8. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS #5 CONT. COMPACTED FILL co BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT INSTRUCTIONS. co IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES.IF FOR ANY REASON 9. HANGERS OR STRAPST T DO NOT MATCH EXACTLY THE ONES SPECIFIED ON THE w THERE IS A DELAY SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES,THE DRAWINGS IN STEEL YIELD OR ULTIMATE STRENGTH,STEEL DIMENSIONS(LENGTH AND 900 HOOK CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING WIDTH),NUMBER AND DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS OR BOLTS,AND/OR LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY DO NOT HAVE THE SAME GENERAL SHAPE,WILL NOT BE ACCEPTABLE. 4#3 STIRRUPS 00 U- NONCOMPLIANCE WITH THE ABOVE.ALL CONCRETE SHALL BE CURED USING A CURING 10.NO POCKETS WILL BE ALLOWED IN CONCRETE OR STEEL MEMBERS FOR CONNECTION OF DETAIL-THICKENED (a)- 12" O.C. BALANCE COMPOUND MEETING AS TM STANDARD C-309,TYPE 1.CURING COMPOUNDS SHALL HAVE A WOOD MEMBERS UNLESS THE CONNECTION DETAIL IS IN WRITING PRIOR TO INSTALLATION. i3 @ 48" O.C. (U.O.N.) FUGITIVE DYE. THE CURING COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS 11, ALL NAILS,SCREWS,AND BOLTS SHALL BE HOT-DIPPED GALVANIZED. EDGE OF SLAB COMPLETED OR AS SOON AS THE VISIBLE WATER HAS LEFT THE UNFINISHED CONCRETE. ALL WALL TIE BEAM UJ < SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE ECOATED DAILY. TERMITE PROTECTION: N.T.S. SEE PLAN z CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK.OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. REQUIRED CONCRETE COVERAGE OVER ALL BUILDINGS SHALL HAVE PRE-CONSTRUCTION TREATMENT PROTECTION AGAINST U) RE BAR SHALL BE AS FOLLOWS: SUBTERRANEAN TERMITES.THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA A. 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS CORNER REINFORCING U) qTmmm M B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: APPROVED WITH RESPECT TO PRE-CONSTRUCTION SOIL TREATMENT FOR PROTECTION 112"FOR#5 ANDS LER AGAINST SUBTERRANEAN TERMITES.A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED DETAIL FOR ALL TIE BEAMS 2"FOR#6 AND LARGER TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT C. FOR CONCRETE NOT EXPOSED TO EARTH OR WEATHER: CONTAINS THE FOLLOWING STATEMENT: co 0 314"FOR SLABS,WALLS,AND JOISTS 0 M co U) 1-112"FOR BEAM AND COLUMN PRIMARY REIN F.,TIES,STIRRUPS 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SOIL STATEMENT THE REINFORCEMENT FOR FOOTINGS AND OTHER PRINCIPAL STRUCTURAL MEMBERS IN SUBTERRANEAN TERMITES.TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS U) WHICH CONCRETE IS DEPOSITED AGAINST THE GROUND SHALL HAVE NOT LESS THAN 3 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER INCHES OF CONCRETE BETWEEN THE REINFORCEMENT AND THE GROUND CONTACT SERVICES." BASED ON VISUAL INSPECTION AT THE JOB SITE, THE FOUNDATIONS HAVE SURFACE. IF CONCRETE SURFACES AFTER REMOVAL OF THE FORM ARE TO BE EXPOSED TO BEEN DESIGNED FOR AN ALLOWABLE (LIME ROCK FORMATION) THE WEATHER OR BE IN CONTACT WITH THE GROUND,THE REINFORCEMENT SHALL BE FOUNDATION/ ALLOWABLE BEARING CAPACITY BEARING CAPACITY OF 2,000 P.S.F PROTECTED WITH NOT LESS THAN 2 INCHES OF CONCRETE FOR BARS LARGER THAN#5 AND FOOTING WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF.PRIOR 1-1/2w FOR#5 ORS LE BARS, EXCAVATIONS FOR CONTINUOUS FOOTINGS SHALL BE CUT INSTALLATION OF ANY FOOTING FOUNDATION SYSTEM FOR THE NEW BUILDING,STRUCTURES AT THE TIME OF CONSTRUCTION, THE ENGINEER SHALL SUBMIT TO THE BUILDING OFFICIAL U) TRUE TO LINE AND GRADE AND THE SIDES OF FOOTINGS SHALL BE FORMED,EXCEPT WHERE OR ADDITIONS,THE BUILDING OFFICIAL SHALL BE PROVIDED WITH A STATEMENT OF A LE17ER ATTESTING THAT THE SITE HAS BEEN OBSERVED & CONDITIONS ARE SIMILAR TO THOSE TYPICAL CONSTRUCTION JOINT- 1 1/2" DEPRESSION SOIL CONDITIONS ARE SUCH THAT THE SIDES OF THE EXCAVATION STAND FIRM ANDS U E. ALLOWABLE BEARING CAPACITY FROM THE ENGINEER OF RECORD.SAID STATEMENT SHALL ui EXCAVATIONS SHALL BE MADE TO FIRM,CLEAN BEARING SOIL. CLEARLY IDENTIFY THE ALLOWABLE IN-PLACE BEARING CAPACITY OF THE BUILDING PAD FOR UPON WHICH THE DESIGNED IS BASED WHEN POLYETHYLENE SHEETS ARE USED AS A VAPOR BARRIER BENEATH A GROUND FLOOR THEN BUILDING OR ADDITION AND VERIFY THE EXISTING SOIL CONDITIONS.THE CERTIFIED F_ SLAB,THE SUB GRADE FOR THAT SLAB SHALL BE CONSIDERED A FORMED SURFACE FOR THE IN-PLACE BEARING CAPACITY SHALL HAVE BEEN DETERMINED BY WAY OF RECOGNIZED TEST ROOF BEAM 0 PURPOSE OF REINFORCING STEEL COVERAGE. OR RATIONAL ANALYSIS. STRUCTURAL CONCRETE SHALL CONFORM WITH ACI-301 IT SHALL REACH A MINIMUM THE MAXIMUM SIZE OF ROCK WITHIN 12 INCHES BELOW THE FLOORS B IN COMPACTED FILL z COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS FORS S FOR BEAMS AND COLUMNS. SHALL BE 3 INCHES IN DIAMETER.WHERE FILL MATERIAL INCLUDES ROCK,LARGE ROCKS j AGGREGATES SHALL BE CLEAN AND GRADED MAXIMUM SIZES 3/4'CONCRETE AS TM G-33 SHALL NOT BE ALLOWABLE TO NEST AND ALL VOIDS SHALL BE CAREFULLY FILLED WITH SMALL 9 GAUGE DUR-O-WALL HORIZONTAL SHALL CONFORM TO AS TM C-94 STONES OR SAND,AND PROPERLY COMPACTED. REINFORCEMENT EVERY OTHER COURSE < CONCRETE TESTING IS REQUIRED AS FOLLOWS: 1 SET OF 5 CYLINDERS FOR EVERY 50 CU. WHEN FOUNDATION WALL ARE TO BE POURED SEPARATELY FROM THE FOOTING,THEY SHALL (LADDER TYPE) YDS.OFCONCRETE ASPERASTMC-94 BE KEYED AND DOWELED TO THE FOOTING WITH NO LESS THAN#4 DOWELS,20 DIAMETERS IN ct MAXIMUM PERMISSIBLE SLUMP IS 5-6"IN STRUCTURAL CONCRETE WITH THE EXCEPTION LENGTH ABOVE AND BELOW THE JOINT,SPACED NOT MORE THAN 4 FEET APART.WHERE BOND BEAM FOOTING DEPTH DOES NOT ALLOW STRAIGHT DOWELS,STANDARD HOOKS WILL BE HOOK COLUMN BARS SINGS AND CEMENT GROUT AT TERMINATION 1 #5 REINFORCING STEEL SHALL CONFORM TO AS TM A-615 GRADE 60.REINFORCING STEEL SHALL ALLOWABLE.FOOTING EXCAVATIONS ANDS SUBGRADE SHALL BE COMPACTED TO A DRY BEDETAILEDAND FABRICATED ACCORDING TO THE'MANUAL OF STANDARD PRACTICE FOR DENSITY OF AT LEAST 98%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY,DETERMINED DETAILING REINFORCED CONCRETE STRUCTURES'. HOOK ALL DISCONTINUOUS TOP IN ACCORDANCE WITH ASTM D-1557. REINFORCING.PROVIDE CORNERS WITH 2#5 X 5'-0w BEND. CLEAR COVER FOR REINFORCING BARS SHALL BE: ALL DIMENSIONS REFERENCE "11-0 HEAD JOISTS SEE COLUMN SCHEDULE FILLED SOLID G.BEAMS...........................3' UNFORMED FACES..........3- ARCHITECTURAL DRAWING FOR REINFORCING SLABS .. ................. ....3/4' FORMED FACES IN SIZE&QUANTITY BEAMS/COLUMNS........1-1 " CONTACT W/EARTH ........ 2' FORM WORK: PRODUCT CON-11-ROL APPROVAL AND COLUMN DOWELS ARE FORM WORK,SHORING,AND BRACING FOR ALL CONCRETE BEAMS,SLABS,COLUMNS,WALLS, SAME SIZE,QUANTITY AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, SHOP DRAWING NOTES AND SPACING AS COLUMN 1� REINFORCING BARS "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK". ALL APPROVED SHOP DRAWINGS SHALL BE REVIEWED BY THE ENG.OF RECORD AND 06-16-08 SUBMITTED AND PROCESSED AT THE BUILDING DEPARTMENT.PRODUCT CONTROL APPROVAL AND SEPARATE BUILDING PERMITS SHALL BE REQUIRED FOR THE FOLLOWING ITEMS: DOWELS EXTEND 30" SCALE REINFORCING STEEL- WINDOWS,DOORS&WOOD TRUSSES. FROM FOUNDATION AS SHOWN 00 REBAR SHALL A STM A615 GRADE 60 DEFORMED BARS,FREE FROM OIL,SCALE,AND RUST DOTING SEE PLAN r% IGNED AND PLACED'IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS NO OTHER' UNDERGROUND UTILITIES WERE LOCATED BUT MAY BE PRESENT.-DIG WITH DES OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT RE BAR SHOP CAUTION.-CALL UTILITY LOCATION CENTER BEFORE YOU DIG. DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL uj LAP 6 X BAR NO.,UNLESS OTHERWISE NOTED. UNSCHEDULED FIELD LAPS ARE SUBJECT TO DRAWN ENGINEER'S REVIEW.PROVIDE V 3'CORNS BARS LAPPED AND TIED TO EACH BEAM REAR, 00 J.L. TYPICAL AT ALL CORNERS.THESE CORNER BARS SHALL BE THE SAME SIZE AS LONGITUDINAL I---------- BEAM BARS.SEE DETAILS FOR ADDITIONAL INFORMATION. 12° DRAW I N CLEANOUTS TO BE SEALED AFTER v WELDED WIRE MESH: TYPICAL COLUMN REBAR INSPECTION REQUIRED AT ALL CELLS 0- WELDED WIRE MESH SHALL BE AST M A-185,GRADE 65,FREE FROM OIL,SCALE,AND RUST, PLACEMENT DIAGRAM IF POURED IN LIFTS EXCEEDING 2'-0" AND SHALL BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. N.T.S.