Fabricate Footing Dowel Finished Floor Finish(ed)

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1 C:\Proj\ chcc_0_bradyg.rvt //0 0:: SYMBOL YW X XX 0 0 VLI.A DESCRIPION WALLS, Y = (F)OUNDAION, (C)IP CONC, (P)RECAS, (M)ASONRY, (W)OOD, (R)EAINING, CIP CONC (S)HEARWALL BUILDING SECION OR DEAIL CU ON SHEE DRAWN NEW GRID LINES EXISING GRID LINES SERVICE LOAD PROVIDED FOR SPECIALY DESIGNER DECK E ABOVE DECK CONCREE HICKNESS E DECK SPAN DIRECION SYMBOLS LEGEND SYMBOL DESCRIPION ELEVAION SYMBOL SEP SLOPE KEY NOE SUBGRADE FORM SAVER DRAWING REVISION NUMBER CURREN REVISION CLOUD SRUCURAL MASONRY WALL CONROL JOIN CASINPLACE CONCREE (ON PLAN) / At AB Anchor Bolt ACI American Concrete Institute ADDNL Additional AESS Architectural Exposed Structural Steel AFF Above Finished Floor AL Alternate ALUM Aluminum APA American Plywood Association APPROX Approximate ARCH Architect or Architectural B/ Bottom of BAL Balance BD Board BF Braced Frame BG Backgouge BL Brick Ledge BLDG Building BLKG Blocking BM Beam BN Boundary Nail BO Bottom of BO or B Bottom BOS Bottom of Steel BRG Bearing BSM Basement BWN Between CC CF CG CIP CJ CJP CL CLG CLR CMU COL CONC CONN CONS CON CONR COORD CSJ CR(D) d DAS DBL DCW DIA or Ø DIAG DIM DL DN DO DP D DL(S) DWG(S) DWL(S) (E) or EXIS EA EC EE EF EJ EL ELEV EMBED EN ENGR EOR EOS EQ EQ SP EQUIP ES EW EW EXP ANCH EXP EX Center to Center Cold Formed Center of Gravity CastInPlace Control Joint Control Joint Penetration Centerline Ceiling Clear Concrete Masonry Unit Column Concrete Connection Construction Continue or Continuous Contractor Coordinate Construction Joint Center(ed) Penny Deformed Anchor Stud Double Demand Critical Weld Diameter Diagonal Dimension Dead Load Down Ditto Drilled Pier or Deep Precast Double ee Detail(s) Drawing(s) Dowel(s) Existing Each Epoxy Coated Each End Each Face Expansion Joint Elevation Elevator Embedded Edge Nail Engineer EngineerofRecord Edge of Slab Equal Equally Spaced Equipment Each Side Each Way EastWest Expansion Anchor Expansion Exterior FAB FD FF FIN FLG FLR FND FO FP FRAM FS F FG FV GA GALV GL GR GR BM HDAR HD HAS or HDAS HDG HK HORIZ H HVAC ID I.F. IN IN I JS J k L or LG LB(S) LB LCE LCS LDH LL LLH LLV LOC(S) LONG LSL L LE LW LVL LWC MACH MACH RM MAS MAL MAX MBS MECH MEP MIN MISC ML MLS mm MNFR MO ML N NM NS NS NIC NO or # NOM NS NWC ABBREVIAIONS Fabricate Footing Dowel Finished Floor Finish(ed) Flange Floor Foundation Face Of Full Penetration Of Fire Proofing Framing Far Side Foot or Feet Footing Field Verify Gage or Gauge Galvanized Glulam Grade or Grind Grade Beam Headed Anchor Rod Headed or Holdown Headed Anchor Stud Hot Dipped Galvanized Hook Horizontal Height HeatingVentilating and A/C Inside Diameter Inside Face Inch Interior Precast Inverted eem Beam Joist Joint Kip Length Pound(s) Precast LShaped Beam Compression Embedment Compression Lap Splice Hook Development Length Live Load Long Leg Horizontal Long Leg Vertical Location(s) or Locate Longitudinal Laminated Strand Lumber Light ension Embedment ension Lap Splice Length Lightweight Level or Laminated Veneer Lumber Light Weight Concrete Machine Machine Room Masonry Material Maximum Metal Building Supplier Masonry Control Joint Mechanical Mech/Elect/Plumb Minimum Miscellaneous MicroLam Masonry Lap Splice Millimeter Manufacturer Masonry Opening Metal North NonMetallic NonShrink or Near Side NorthSouth Not in Contract Number Nominal Not o Scale Normal Weight Concrete OAE OC OD O.F. OH OPNG OPP OVS PAF PC PCA PD PEN PERP PL PLF PREFAB PRELIM PS PSF PSI P QY RAD or R RB RC RE: or REF REINF RE REQD REQ(S) RO ROF (S) SC SCHED SEC SIM SLH SLRS SLV SOG S SP SPECS SPR SS SD SIFF SL SR SW SYM INSER EX HERE Or Approved Equivalent On Center Outside Diameter Outside Face Opposite Hand Opening Opposite Oversized Power Actuated Fastener Precast Portland Concrete Association Pier Dowel Penetration Perpendicular Plate (Steel) Pounds Per Lineal Foot Prefabricated Preliminary Prestressed Pounds Per Square Foot Pounds Per Square Inch Point or Postension or Pretensioned Quantity Radius Precast Rectangular Beam Reinforced Concrete Refer to (Reference) Reinforce(ing)(d)(ment) Return Required Requirement(s) Rough Opening Random Oriented Fiber Salvaged Slip Critical Schedule Section Similar Short Leg Horizontal Seismic Load Resisting System Short Leg Vertical Slab on Grade South Space at Space(s) Specifications Support Stainless Steel Standard Stiffener Steel Structural Shearwall Symmetrical &B op & Bottom op / op of HK hick or hickness L otal Load.O. op of OC op of Concrete OF op of Footing OM op of Masonry OP opping OS op of Steel OW op of Wall RANS ransverse ypical UL UNO VER VIF Ultimate Unless Noted Otherwise Vertical Verify in Field W/O Without W/ With WD Width or Wood WF Wide Flange WP Working Point or Waterproofing W Weight WWR Welded Wire Reinforcement WxH Width x Height S00 S00 S00 S00 S0 S0 S0 S0 S0. CODES AND SANDARDS: A. GENERAL DESIGN INERNAIONAL BUILDING CODE 00 SRUCURAL DRAWING LIS SHEE ILE LEGEND, ABBREVIAIONS, DRAWING LIS, DESIGN GENERAL NOES GENERAL NOES & QUALIY ASSURANCE QUALIY ASSURANCE OVERALL FLOOR PLAN ROOF PLAN DIMENSION PLAN FOUNDAION DEAILS FOUNDAION DEAILS MASONRY DEAILS WOOD DEAILS DESIGN B. LOADS ASCE/SEI 0 MINIMUM DESIGN LOADS FOR BUILDINGS AND OHER SRUCURES C. CONCREE ACI 00 SPECIFICAIONS FOR SRUCURAL CONCREE FOR BUILDINGS ACI 0 BUILDING CODE REQUIREMENS FOR SRUCURAL CONCREE D. MASONRY ACI 00/ASCE 0: BUILDING CODE REQUIREMENS FOR MASONRY SRUCURES ACI 0.0/ASCE 0: SPECIFICAION FOR MASONRY SRUCURES E. SEEL ANSI/AISC 0: SEISMIC PROVISIONS FOR SRUCURAL SEEL BUILDINGS ANSI/AISC 00: SPECIFICAION FOR SRUCURAL SEEL BUILDINGS F. WOOD ANSI/AF&PA NDS00: NAIONAL DESIGN SPECIFICAION FOR WOOD CONSRUCION WIH 00 & 00 SUPPLEMENS. SEISMIC LOADS SEISMIC DESIGN CAEGORY = B OCCUPANCY CAEGORY = II EARHQUAKE IMPORANCE FACOR, Ie =.0 MAPPED SPECRAL RESPONSE ACCELERAION, Ss= 0.0 MAPPED SPECRAL RESPONSE ACCELERAION, S= 0.00 DESIGN SPECRAL RESPONSE COEFFICIEN, SDs = 0. DESIGN SPECRAL RESPONSE COEFFICIEN, SD = 0.0 SOIL SIE CLASS = D BASIC SRUCURAL SYSEM: BEARING WALL SYSEM SRUCURAL SEISMIC LAERAL SYSEM: INERMEDIAELY REINFORCED MASONRY WALLS RESPONSE MODIFICAION FACOR, R =. SEISMIC RESPONSE COEFFICIEN, Cs= 0.0 SYSEM OVERSRENGH FACOR, OMEGA =. DESIGN BASE SHEAR EASWES DIRECION = KIPS DESIGN BASE SHEAR NORHSOUH DIRECION = KIPS SEISMIC ANALYSIS PROCEDURE: EQUIVALEN LAERAL FORCE PROCEDURE. WIND LOADS OCCUPANCY CAEGORY = II WIND IMPORANCE FACOR, Iw =.0 BASIC WIND SPEED = 0 MPH EXPOSURE CAEGORY = C INERNAL PRESSURE COEFFICIEN, GCpi = [+/ 0.]. DESIGN WIND PRESSURE FOR COMPONENS AND CLADDING AND ELEMENS DESIGNED BY HE CONRACOR PRESSURES LISED BELOW ARE BASED ON 0 SF EFFECIVE WIND AREA. FINAL CALCULAIONS O BE COMPLEED BY CONRACOR ICAL WALL AREA INWARD PRESSURE = PSF ICAL WALL AREA OUWARD PRESSURE = PSF WALL CORNERS(OUWARD) = PSF ICAL ROOF AREA (OUWARD) = 0 PSF ROOF SPECIAL ZONES (EAVES, RAKES, RIDGES AND CORNERS) (OUWARD) = PSF. LAERAL LOAD RESISING SYSEM DESCRIPION: PLYWOOD ROOF SHEAHING SPANNING BEWEEN INERMEDIAELY REINFORCED MASONRY SHEAR WALLS. GRAVIY LOADS A. SEE GRAVIY LOADS ABLE B. DRIFING, SLIDING AND UNBALANCED SNOW GROUND SNOW LOAD = 0 PSF SNOW EXPOSURE FACOR Ce =.0 SNOW LOAD IMPORANCE FACOR Is =.0 FLA ROOF SNOW LOAD Pf=0 PSF 0 FOR CONS //0 DESIGNERS: DAE PRINED:.S.0 GRAVIY LOADS ABLE SUPERIMPOSED LIVE LOAD PARIION POIN LOAD LOCAION DEAD LOAD (PSF) LIVE LOAD (PSF) REDUCION LOAD (PSF) (LB) PAVILION ROOF (INCLUDES 0 0 MIN UNIFORM No ROOFING LOAD) LOAD, SEE NOE B FOR SNOW LOADS CLOSE ROOF 0 MIN No //0 LEGEND, ABBREVIAIONS, DRAWING LIS, DESIGN PROJEC #:.S.0 S00

2 C:\Proj\ chcc_0_bradyg.rvt DESIGNERS: DAE PRINED: //0 0::.S.0. GENERAL: A. ENGINEER: REFERENCES ON HE SRUCURAL DRAWINGS O ENGINEER MEAN HE SRUCURAL ENGINEER OF RECORD. OHER ENIIES ARE SPECIFICALLY NOED AS CONRACOR S ENGINEER, MECHANICAL ENGINEER, EC. B. HESE NOES SUPPLEMEN HE SPECIFICAIONS, WHICH SHALL BE REFERENCED FOR ADDIIONAL REQUIREMENS. C. UNDERGROUND UILIIES: LOCAE EXISING UILIIES AND NOIFY ARCHIEC OF EXISING UILIIES OR SUBGRADE CONDIIONS WHICH INERFERE WIH WORK.. EXISING SRUCURES: A. CONRAC DOCUMENS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SIE OBSERVAION AS PERMIED BY ACCESS RESRICIONS DURING DESIGN. B. DURING CONSRUCION, HE CONRACOR MAY ENCOUNER EXISING CONDIIONS WHICH ARE NO NOW KNOWN OR ARE A VARIANCE WIH PROJEC DOCUMENAION. CONRACOR SHALL NOIFY HE ARCHIEC OF ALL CONDIIONS NO PER HE CONRAC DOCUMENS. EXAMPLES INCLUDE: SIZES OR DIMENSIONS OHER HAN HOSE SHOWN DAMAGE OR DEERIORAION O MAERIALS AND COMPONENS CONDIIONS OF INSABILIY OR LACK OF SUPPOR C. PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED IEMS. D. CONRACOR SHALL FIELD VERIFY ALL EXISING SRUCURAL CONDIIONS PRIOR O SUBMIING SHOP DRAWINGS. E. CONRACOR SHALL MAKE ALLOWANCE FOR HE RESOLUION OF SUCH DISCOVERIES IN HE CONSRUCION SCHEDULE.. USE OF DRAWINGS: A. DO NO SCALE DRAWINGS. GENERAL NOES FOUNDAION NOES CONCREE NOES B. WHERE DISCREPANCIES OCCUR BEWEEN PLANS, DEAILS, GENERAL NOES AND SPECIFICAIONS, HE MORE SRINGEN REQUIREMENS SHALL GOVERN. DEAILS ON DRAWINGS AKE PRECEDENCE OVER GENERAL NOES AND ICAL DEAILS. DEAILS NOED ICAL APPLY O ALL SIMILAR CONDIIONS. WHERE NO SPECIFIC DEAILS ARE SHOWN, CONSRUCION SHALL CONFORM O SIMILAR WORK ELSEWHERE ON HE PROJEC.. EMPORARY CONDIIONS: A. HE SRUCURE IS DESIGNED O FUNCION AS A UNI UPON COMPLEION. HE CONRACOR IS RESPONSIBLE FOR FURNISHING ALL EMPORARY BRACING AND/OR SUPPOR HA MAY BE REQUIRED AS HE RESUL OF HE CONRACOR S CONSRUCION MEHODS AND/OR SEQUENCES. REFER O LAERAL LOAD RESISING SYSEM DESCRIPION IN DESIGN FOR ADDIIONAL INFORMAION.. SUBMIALS AND SUBSIUIONS: A. SUBMIALS: REFER O SPECIFICAIONS FOR DEAILED REQUIREMENS. IF HE CONRACOR REQUESS A CHANGE FROM HE SRUCURAL DRAWINGS, I SHALL BE APPROVED BY HE ARCHIEC AND DESIGNED BY MARIN/MARIN, INC. PRIOR O SUBMIING SHOP DRAWINGS. VARIAION SHALL BE INDICAED ON HE SHOP DRAWINGS. CONRACOR SHALL COMPENSAE MARIN/MARIN, INC. FOR MAKING HE CHANGE. CONSRUCION DOCUMENS SHALL NO BE REPRODUCED FOR USE IN SUBMIALS ALL SHOP DRAWINGS SHALL REFERENCE HE SRUCURAL DRAWING NUMBER AND DEAIL USED O PREPARE HE SUBMIAL SUBMI A SAEMEN OF RESPONSIBILIY FOR CONSRUCION OF HE LAERAL LOAD RESISING SYSEM IDENIFIED IN HE DESIGN IN ACCORDANCE WIH IBC SECION 0 B. SUBSIUIONS: ARCHIECS APPROVAL SHALL BE SECURED FOR ALL SUBSIUIONS C. NONCONFORMANCE: NOIFY ARCHIEC OF CONDIIONS NO CONSRUCED PER HE CONRAC DOCUMENS PRIOR O PROCEEDING WIH CORRECIVE WORK. SUBMI PROPOSED REPAIR O HE ARCHIEC FOR ACCEPANCE. CONRACOR SHALL COMPENSAE MARIN/MARIN, INC. FOR DESIGNING HE REPAIR.. OSHA SANDARDS: A. HE SRUCURE IS DESIGNED O FUNCION AS A UNI UPON COMPLEION. NOHING SHOWN ON HE SRUCURAL DRAWINGS SHALL BE CONSRUED AS ELIMINAING HE NEED FOR HE CONRACOR O COMPLY WIH ALL OSHA REQUIREMENS. B. HE CONRACOR SHALL ADD ALL NECESSARY BO, ANCHOR BO, PLAES, SIFFENER PLAES, SABILIZER PLAES, BRIDGING, BRACING, BEARING SEAS, COLUMN SPLICES, EC., AS WELL AS CLOSURES FOR OPENINGS. IN ADDIION, FIELD WELD ANYHING HA MAY BE CONSIDERED A RIP HAZARD, SUCH AS SHEAR SUDS, AFER PROECIVE DECKING IS INSALLED. C. WHERE HE SRUCURAL DRAWINGS APPEAR O CONFLIC WIH OSHA REQUIREMENS, HE SRUCURAL DRAWINGS REPRESEN FINAL CONDIIONS ONLY. HE CONRACOR SHALL ADD ALL ERECION FRAMING NECESSARY O COMPLY WIH OSHA.. CONSRUCION ENGINEERING: A. HE SRUCURE DEFINED ON HE CONRAC DOCUMENS HAS BEEN DESIGNED ONLY FOR LOADS ANICIPAED ON HE SRUCURE DURING IS SERVICE LIFE. PROVIDE ALL REQUIRED ENGINEERING AND OHER MEASURES O ACHIEVE HE MEANS, MEHODS, AND SEQUENCES OF WORK. SUCH ENGINEERING MAY INCLUDE, BU IS NO LIMIED O: LAYOU DESIGN FOR FORMWORK, SHORING, AND RESHORING DESIGN OF CONCREE MIXES ERECION PROCEDURES WHICH ADDRESS SABILIY OF HE FRAME DURING CONSRUCION WELD PROCEDURES DESIGN OF EMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL LOADS SURVEYING O VERIFY CONSRUCION OLERANCES EVALUAION OF EMPORARY CONSRUCION LOADS ON SRUCURE DUE O EQUIPMEN AND MAERIALS SRUCURAL ENGINEERING O RESIS ANY OHER LOADS NO IDENIFIED ON DESIGN DRAWINGS. COORDINAION: A. SRUCURAL DRAWINGS ARE NO SANDALONE DOCUMENS AND ARE INENDED O BE USED IN CONJUNCION WIH CIVIL, ARCHIECURAL, MECHANICAL, ELECRICAL, AND DRAWINGS FROM OHER DISCIPLINES. HE CONRACOR SHALL COORDINAE ALL REQUIREMENS OF HE CONRAC DOCUMENS INO SHOP DRAWINGS AND WORK. B. COORDINAE DIMENSIONS OF ALL OPENINGS, BLOCKOUS, DEPRESSIONS, EC., WIH ARCHIECURAL DRAWINGS, DRAWINGS FROM OHER DISCIPLINES, AND FIELD CONDIIONS PRIOR O SHOP DRAWING SUBMIAL.. DESIGN : A. HE GEOECHNICAL REPOR PREPARED BY CL HOMPSON, NUMBER DN,, DAED 0, PROVIDED FOR HE FOUNDAION DESIGN FOR HE PROJEC.. FOOINGS: MAXIMUM OAL LOAD SOIL BEARING PRESSURE = 000 PSF ULIMAE COEFFICIEN OF FRICION O RESIS LAERAL LOADS = 0.. FOUNDAION/REAINING WALLS: A. EQUIVALEN FLUID PRESSURES USED FOR WALL DESIGN: ACIVE CONDIION = PCF A RES CONDIION = PCF PASSIVE CONDIION = 00 PCF B. WALL DESIGN BASED ON IMPORED GRANULAR BACKFILL OR ONSIE CLAY BACKFILL ADJACEN O FOUNDAION WALLS. SEE GEOECHNICAL REPOR FOR REQUIREMENS. ANCHOR E ADHESIVE (IN CONCREE) ADHESIVE (IN GROUED MASONRY) ADHESIVE ANCHOR RODS EXPANSION ANCHORS (IN CONCREE) EXPANSION ANCHORS (IN GROUED MASONRY) SCREW ANCHORS POSINSALLED ANCHOR ABLE PRODUC HILI HI RE00 SD HILI HY 0 MAX HILI KWIK BOL Z HILI KWIK BOL SIMPSON IEN HD MEAL GAUGE CONVERSION GAUGE MINIMUM HICKNESS (MILS*) 0 NOES: * MIL = /000" SEEL NOES. CONNECIONS: PROVIDE CONNECIONS AS SHOWN IN HE DEAILS HEREIN.. WELDING REQUIREMENS: A. WELDERS: HAVE IN POSSESSION CURREN EVIDENCE OF PASSING HE APPROPRIAE A.W.S. QUALIFICAION ESS. B. MINIMUM WELDS: AISC SPECIFICAION, NO LESS HAN / FILLE, CONINUOUS UNLESS OHERWISE NOED. C. WELD SIZES AND LENGHS CALLED FOR ON HE DRAWINGS ARE HE NE EFFECIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIS A HE FAYING SURFACE. D. WELD SIZES SHALL BE AS SHOWN UNLESS A GREAER SIZE IS REQUIRED BY ANSI/AISC 00 ABLES J. AND J.. E. ALL GROOVE WELDS SHALL BE COMPLEE PENERAION UNLESS NOED. F. FIELD WELDING SYMBOLS INDICAE SUGGESED CONSRUCION PROCEDURES. G. GRIND ALL EXPOSED WELDS SMOOH.. SRUCURAL COLD FORMED MEAL FRAMING: A. REFER O SCHEDULE FOR REQUIRED SUD MAERIAL GRADES AND SECION PROPERIES. REFER O DEAILS FOR CONNECIONS AND OHER REQUIREMENS. SEEL MAERIAL ABLE SEEL ELEMEN ASM/E Fy (KSI) Fu (KSI) COMMENS ANCHOR RODS F GR WELDABLE, HEAVY HEX HEADED ANCHOR RODS IN F GR OR A0 SD HEX HEAD MASONRY GRADE A/C BO F GR OR A0 GRADE A/C COLDFORMED A00 SUDS/PLAE, AND MIL COLDFORMED A00 0 SUDS/PLAE, MIL AND HEAVIER COLDFORMED RACK, A00 ALL HICKNESSES HAS A0 SUDS ARE /Ø UNO OHER SHAPES A PLAES A REC HSS A00 GR B WELDING ELECRODES E0 PER AWS Fy (KSI) MIN Fu (KSI) MIN COMMENS SUBMI CALCULAIONS FOR SUBSIUIONS SUBMI CALCULAIONS FOR SUBSIUIONS HREADED ROD, UNGREASED SUBMI CALCULAIONS FOR SUBSIUIONS SUBMI CALCULAIONS FOR SUBSIUIONS SUBMI CALCULAIONS FOR SUBSIUIONS. GENERAL: A. ALL WORK SHALL CONFORM WIH ACI 0, LAES EDIION, UNLESS NOED OHERWISE IN DRAWINGS OR PROJEC SPECIFICAIONS. B. DEAIL BARS IN ACCORDANCE WIH HE LAES EDIIONS OF PUBLICAION SP: ACI DEAILING MANUAL WIH ADDED REQUIREMENS OF HE PROJEC SPECIFICAION AND ACI : BUILDING CODE REQUIREMENS FOR SRUCURAL CONCREE.. REINFORCING MAERIALS: A. SEE REINFORCING MAERIALS ABLE. REINFORCING FABRICAION: A. SPLICES: NO SPLICING OF REINFORCEMEN PERMIED EXCEP AS NOED ON DRAWINGS. MAKE BARS CONINUOUS AROUND CORNERS. WHERE PERMIED, SPLICES MAY BE MADE BY CONAC LAPS. SEE LAP SPLICE SCHEDULE FOR LAP LENGHS. B. MISCELLANEOUS REINFORCING REQUIREMENS: PROVIDE ADDIIONAL BARS OR SIRRUPS REQUIRED O SECURE REINFORCING IN PLACE DURING CONCREE PLACEMEN. MAKE ALL REINFORCING BAR BENDS IN HE FABRICAOR S SHOP UNLESS NOED. NO WELDING OF REINFORCING PERMIED UNLESS NOED ON DRAWINGS. WHERE PERMIED, PERFORM WELDING IN ACCORDANCE WIH AWS D., LAES EDIION. PROVIDE ADDED REINFORCING O RIM ALL OPENINGS, NOCHES, AND REENRAN CORNERS AS NOED IN ICAL DEAILS.. SRUCURAL CONCREE MIX REQUIREMENS: A. SEE CONCREE MIX ABLE. SLABONGRADE: A. AKE PRECAUIONS O MINIMIZE SLAB CURLING.. NONSHRINK GROU: A. CONFORM O ASM C0, GRADES B, OR C. B. ACHIEVE 000 PSI COMPRESSIVE SRENGH A DAYS.. PLACING REINFORCEMEN: A. REINFORCEMEN PROECION: SEE CONCREE COVER ABLE SEE ACI 0. FOR REINFORCEMEN PLACING OLERANCES AND ACI FOR ADDIIONAL REQUIREMENS B. PROVIDE ACCESSORIES NECESSARY O PROPERLY SUPPOR REINFORCING AND WELDED WIRE FABRIC A POSIIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BO, AND EMBEDDED PLAES SHALL BE SE AND IED IN PLACE BEFORE HE CONCREE IS POURED. SABBING INO PREVIOUSLY PLACED CONCREE IS NO PERMIED.. CONSRUCION/CONROL JOINS: A. SUBMI DRAWINGS SHOWING CONSRUCION AND CONROL JOIN LOCAIONS ALONG WIH HE SEQUENCE OF POURS. CONSRUCION JOIN LOCAIONS AND CASING SEQUENCE SHALL BE ARRANGED O MINIMIZE HE EFFECS OF ELASIC AND LONGERM SHORENING/SHRINKAGE. B. CONSRUCION JOIN LOCAION AND CASING SEQUENCE SHOWN ON HE DRAWINGS IS SUGGESED AND HAS BEEN ARRANGED O MINIMIZE HE EFFECS OF ELASIC AND LONGERM SHORENING. SUBMI DRAWINGS SHOWING PROPOSED CONSRUCION JOIN LOCAION AND CASING SEQUENCE. C. CONSRUCION JOINS IN SLABSONGRADE, SHALL BE LOCAED AS SHOWN ON HE ARCHIECURAL DRAWINGS. REINFORCING MAERIAL ABLE REINF ELEMEN ASM Fy (KSI) Fu (KSI) COMMENS REINFORCING A 0 0 WELDED WIRE REINFORCING, SMOOH A WELDED & FIELD BEN REINFORCING A0 0 0 CONCREE COVER CASE COVER (IN) CONCREE PLACED AGAINS EARH CONCREE PLACED IN FORMS, EXPOSED O WEAHER OR EARH CONCREE MIX ABLE CONC MIX E INENDED USE FOOINGS & SEM WALLS ALL CONC EXPOSED O WEAHER ALL OHER CONCREE NO OHERWISE SPECIFIED DAY SRENGH, f'c (KSI) CONCREE WEIGH MAX W/C RAIO, INCLUDING FLY ASH MIN CEMEN MAERIAL (#/CY), INCLUDING FLY ASH MAX AGGREGAE SIZE (IN), NOE a SLUMP LIMIS (IN), OLERANCE = + /", /" OAL AIR CONEN (%), NOE b CEMEN E REQUIRED ADMIXURES, NOE c NWC 0 I / II NWC 0.0 / I / II AE, WRA NWC 0.0 / I / II AE OHER REQUIREMENS, NOE d MASONRY NOES. DEFINIIONS: A. SRUCURAL MASONRY IS DEFINED AS BEING EIHER LOAD BEARING AND/OR SERVING AS PAR OF HE LAERAL LOAD RESISING SYSEM. SRUCURAL MASONRY IS SHOWN ON HE SRUCURAL PLANS AND DEFINED IN SCHEDULES AND DEAILS ON HE SRUCURAL DRAWINGS. B. SEE ARCHIECURAL DRAWINGS FOR ALL MASONRY VENEER REQUIREMENS. SEE DEAILS ON HE SRUCURAL DRAWINGS FOR MASONRY VENEER LOOSE LINELS.. DESIGN SRENGH: A. DEVELOP 000 PSI COMPRESSIVE SRENGH (f m) IN DAYS. B. SEEL REINFORCING: PRIMARY REINFORCING: ASM A, 0 KSI HORIZONAL JOIN REINFORCING: ASM A, PREFABRICAED, LADDER E. SPLICES: A. SEE MASONRY LAP SPLICE SCHEDULE FOR LAP LENGHS.. INSALLAION REQUIREMENS: A. GROU SOLID ALL CELLS CONAINING REINFORCING, EMBEDDED IEMS, AND ALL OHER CELLS NOED ON HE CONRAC DOCUMENS. 0 FOR CONS //0 //0 GENERAL NOES PROJEC #:.S.0 S00

3 C:\Proj\ chcc_0_bradyg.rvt WOOD NOES. LAMINAED MEMBER SIZES: A. GLULAM SIZES SHOWN ARE NE. OHER MEMBER SIZES ARE NOMINAL.. FRAMING LUMBER: A. DRY (% MAXIMUM MOISURE CONEN A HE IME OF INSALLAION), DOUGLAS FIRLARCH SELEC SRUCURAL GRADE WIH MINIMUM DESIGN VALUES BASED ON HE 00 NDS. SEE FRAMING LUMBER ABLE FOR MINIMUM GRADES. B. BEAMS AND SRINGERS USED WIH CANILEVERS OR CONINUOUS SPANS SHALL BE GRADED O PROVIDE HE SPECIFIED ALLOWABLE SRESSES OVER HE ENIRE MEMBER LENGH.. GLUED LAMINAED MEMBERS: A. COMBINAION SYMBOL: FV B. MINIMUM DESIGN VALUES ARE BASED ON HE 00 NDS.. SHEAHING: A. PLYWOOD: CONFORM O U.S. DEPARMEN OF COMMERCE SANDARD PS AND APA PERFORMANCE SANDARD PRP0, LAES EDIIONS. B. WOOD SRUCURAL PANELS (WSP) WOOD SRUCURAL PANELS SHALL BE APA RAED SHEAHING CONFORMING O U.S. DEPARMEN OF COMMERCE SANDARD PS AND APA PERFORMANCE SANDARD PRP0, LAES EDIIONS. ALL WOOD PANELS SHALL BE EXPOSURE.. NAILING: A. UNLESS NOED OHERWISE ON HE DRAWINGS, PROVIDE BOX NAILS WIH SIZES SHOWN IN HE DEAILS. MINIMUM NAILING SHALL BE IN ACCORDANCE WIH IBC 00 ABLE 0... BECAUSE HE IBC NAILING SCHEDULE IS BASED ON COMMON NAILS, AND BOX NAILS ARE SPECIFIED FOR HIS PROJEC, ADD ONE NAIL O ALL CONNECIONS IN HIS SCHEDULE.. MEAL CONNECORS: A. FRAMING CONNECORS SHALL CONFORM O IBC 00 SECION.. FRAMING CONNECOR DESIGNAIONS ARE HOSE MANUFACURED BY SIMPSON SRONGIE COMPANY, SAN LEANDRO, CALIFORNIA. OHER MANUFACURER S PRODUCS MAY BE USED IF APPROVED BY HE ENGINEER. FURNISH NAILS AND/OR BO OF DIAMEER, LENGH, AND NUMBER SPECIFIED BY HE MANUFACURER FOR EACH CONNECOR. B. ALL CONNECOR HOLES SHALL BE FILLED WIH PROPER NAILS/BO INCLUDING OPIONAL NAIL LOCAIONS FOR UPLIF. ALL BOL HOLES SHALL BE DRILLED INO FRAMING MEMBERS. MAXIMUM HOLE DIAMEER IS / LARGER HAN HE BOL DIAMEER.. OPENINGS: A. OPENING, POCKES, EC., SHALL NO BE PLACED IN BEAMS, JOISS, RAFERS, SUDS, POSS, COLUMNS, IMBER AND OHER SRUCURAL MEMBERS UNLESS DEAILED ON HE SRUCURAL DRAWINGS.. ONGUE & GROOVE DECKING: A. PROVIDE SELECED COMMERCIAL ONGUE & GROOVE DECKING WIH " NOMINAL HICKNESS. DECKING O HAVE HE FOLLOWING MINIMUM PROPERIES: Fb = PSI, E =. x 0^ PSI. B. INSALL ONGUE & GROOVE DECKING WIH CONROLLED RANDOM LAYUP. QUALIY ASSURANCE GENERAL NOES SAEMEN OF SRUCURAL SPECIAL INSPECIONS AND ESING. GENERAL: A. SCOPE OF WORK HE OWNER WILL ENGAGE A QUALIFIED INSPECION AND ESING AGENCY(S) O PERFORM SPECIAL INSPECIONS AND ESING FOR ALL SRUCURAL MEMBERS AND ASSEMBLIES AS NOED HEREIN. SPECIAL INSPECIONS ARE IN ADDIION O INSPECIONS BY HE AUHORIY HAVING JURISDICION REQUIRED BY IBC 00 SECION 0. REFER O HE SPECIFICAIONS FOR REPORING AND PROCEDURAL REQUIREMENS FOR QUALIY ASSURANCE AND QUALIY CONROL. REFER O ARCH/MECH/ELEC/CIVIL SPECIFICAIONS AND DRAWINGS FOR ADDIIONAL SPECIAL INSPECION AND ESING HA MAY BE REQUIRED. SPECIAL INSPECIONS AND ESING ARE APPLICABLE O ALL REVISIONS AND/OR FUURE WORK ADDED BY AMENDMENS O HESE DOCUMENS. B. DEFINIIONS SPECIAL INSPECOR: HE OWNER S DESIGNAED REPRESENAIVE ENGAGED O PERFORM INSPECIONS. SPECIAL INSPECION: INSPECION PERFORMED BY HE SPECIAL INSPECOR ACCORDING O IBC 00 SECION 0 O ENSURE COMPLIANCE WIH APPROVED CONSRUCION DOCUMENS AND REFERENCED SANDARDS. (P) PERIODIC INSPECION: HE PARIME OR INERMIEN OBSERVAION BY HE SPECIAL INSPECOR OF WORK BEING PERFORMED. SPECIAL INSPECOR SHALL BE PRESEN IN HE AREA WHERE HE WORK IS BEING PERFORMED. OBSERVAION OF ALL WORK (00% VISUAL) SHALL BE MADE A HE COMPLEION OF HE WORK. (C) CONINUOUS INSPECION: HE FULLIME OBSERVAION BY HE SPECIAL INSPECOR OF WORK BEING PERFORMED. SPECIAL INSPECOR SHALL BE PRESEN IN HE AREA WHERE HE WORK IS BEING PERFORMED. OBSERVAION OF ALL WORK (00% VISUAL) SHALL BE MADE A HE COMPLEION OF HE WORK. C. DEFICIENCIES IN WORK CORREC DEFICIENCIES IN WORK HA ESS AND INSPECIONS INDICAE DO NO COMPLY WIH HE CONRAC DOCUMENS AND REFERENCED SANDARDS. ALL COS OF ADDIIONAL ESING AND/OR INSPECIONS FOR CORRECIVE WORK SHALL BE BORNE BY HE CONRACOR.. SHOP FABRICAIONS: A. GENERAL PERFORM SPECIAL INSPECIONS AND ESING FOR ALL SHOP FABRICAED SRUCURAL MEMBERS AND ASSEMBLIES AS NOED HEREIN, UNLESS FABRICAOR IS REGISERED AND APPROVED BY HE AUHORIY HAVING JURISDICION O PERFORM SUCH WORK WIHOU SPECIAL INSPECION OR FABRICAION HAS A CURREN ICCES EVALUAION REPOR. SPECIAL INSPECOR SHALL VERIFY HE FABRICAOR MAINAINS AND FOLLOWS DEAILED SHOP FABRICAION AND QUALIY CONROL PROCEDURES, UNLESS FABRICAOR IS REGISERED AND APPROVED. A HE COMPLEION OF FABRICAION, HE APPROVED FABRICAOR SHALL SUBMI A CERIFICAE OF COMPLIANCE O HE AUHORIY HAVING JURISDICION ACCORDING O IBC 00 SECION 0... B. SHOP FABRICAIONS INCLUDED SHOP FABRICAED SEEL CONNECIONS FOR SRUCURAL WOOD CONNECIONS SOILS SPECIAL INSPECIONS SUBGRADE EXCAVAION P VERIFY EXCAVAIONS ARE EXENDED O HE PROPER DEPH AND HAVE REACHED HE PROPER BEARING MAERIAL BEARING MAERIAL P SOILS REPOR VERIFY BEARING MAERIAL IS ADEQUAE O ACHIEVE HE DESIGN BEARING CAPACIY CONROLLED FILL PRIOR O PLACEMEN P VERIFY SUBGRADE HAS BEEN PROPERLY PREPARED PLACEMEN C VERIFY USE OF PROPER MAERIALS, DENSIIES, COMPACION, AND LIF HICKNESSES REINFORCING SEEL DURING PLACEMEN P ACI 0.,.. VERIFY GRADE, FINISH, SIZE, BAR QUANIY, LOCAION, SPACING, COVER, HOOK LENGHS, SPLICE LENGH, SPLICE LOCAIONS, BEND PRIOR O PLACEMEN OF 00% DIAMEERS, COAING, SURFACE CONDIION, CONCREE AND SUPPOR. WELDING C AWS D. VERIFY ASM A0 REINFORCING SEEL. FIELD BENDING P ACI COAED REINFORCING P ACI MECHANICAL CONNECORS C ICCES REPOR BO AND EMBEDMENS PRIOR O PLACEMEN OF CONCREE CONCREE MIX DESIGN EACH RUCK SRUCURAL CONCREE SPECIAL INSPECIONS 00% VERIFY E, FINISH, DIAMEER, LENGH, QUANIY, EMBEDMEN LENGH, SPACING AND EDGE DISANCES. VERIFY USE OF PLACING EMPLAE WHERE SPECIFIED. WELDING INSPEC PER HE SRUCURAL SEEL ABLE FORMWORK PRIOR O PLACEMEN OF CONCREE P ACI 0.. VERIFY USE OF APPROVED DESIGN MIXURE FOR EACH RUCK LOAD INSPEC FIRS POUR OF EACH E (GRADE BEAM, COLUMN, SRUCURAL SLAB, SLABON DECK, EC.) PLACEMEN OF CONCREE C ACI 0..0 CURING P ACI 0.. SHORE/FORM REMOVAL P ACI 0. FOR BEAMS AND SRUCURAL SLABS REINFORCING SEEL, BO AND EMBEDMENS AIR CONEN WHEN AIR ENRAINMEN IS SPECIFIED SRUCURAL CONCREE ESING EACH COMPOSIE SAMPLE ASM C PRESSURE MEHOD (NWC) OR ASM C VOLUMERIC MEHOD (LWC) WELDING PER SRUCURAL SEEL ESING CONCREE COMPOSIE SAMPLE ASM C OBAIN A POIN OF PLACEMEN. ADJUS. f'c < 000 PSI 00 CY/MIX/DAY FREQUENCY AS REQUIRED O PROVIDE MINIMUM OAL ESS PER MIX BU NO MORE HAN ONE SAMPLE PER RUCK LOAD. SLUMP/SLUMP FLOW EACH COMPOSIE SAMPLE EMPERAURE EACH COMPOSIE SAMPLE AND 0 MINUE INERVALS ASM C (SLUMP) OR ASM C (SLUMP FLOW) ASM C0 PERFORM ADDIIONAL ESS WHEN CONCREE CONSISENCY APPEARS O CHANGE. REQUIRED WHEN AIR EMPERAURE IS 0 F AND BELOW OR 0 F AND ABOVE. COLD WEAHER CURING ASM C0 RECORD MAXIMUM AND MINIMUM CONCREE EMPERAURE DURING CURING PERIOD, WHEN DAILY AVERAGE AIR EMPERAURE OF 0 F OR BELOW IS EXPECED FOR SUCCESSIVE DAYS DURING CURING PERIOD. COMPRESSIVE SRENGH EACH COMPOSIE SAMPLE ASM C (x SPECIMENS) AND ASM C ES ONE CYLINDER SPECIMEN A DAYS AND WO CYLINDER SPECIMENS A DAYS. IF DESIGN SRENGH IS NO ACHIEVED A DAYS, ES REMAINING CYLINDER A DAYS. ACCEPANCE PER ACI 0. FOR CONS //0 SOILS SPECIAL INSPECION NOES:. SEE CIVIL DRAWINGS AND/OR SPECIFICAIONS FOR ADDIIONAL EARHWORK AND UILIY INSPECION REQUIREMENS.. SEE CIVIL DRAWINGS AND/OR SPECIFICAIONS FOR CLASSIFICAION AND ESING REQUIREMENS FOR COMPACED FILL AND/OR CONROLLED LOWSRENGH MAERIAL. SRUCURAL CONCREE ESING NOES:. NONDESRUCIVE ESING MAY BE PERMIED BY HE ARCHIEC, BU WILL NO BE USED AS SOLE BASIS FOR APPROVAL OR REJECION OF DEFICIEN CONCREE.. REPORS OF COMPRESSIVE SRENGH ESS SHALL CONAIN HE FOLLOWING INFORMAION: DAE OF CONCREE PLACEMEN, LOCAION OF CONCREE BACH IN WORK, DESIGN DAY COMPRESSIVE SRENGH, CONCREE SUPPLIER AND MIXURE ID NUMBER, IME OF BACH AND PLACEMEN, AMBIEN AIR EMPERAURE, SIE ADDED WAER AND ADMIXURES, UNI WEIGH, AND AS REQUIRED BY ASM C. DESIGNERS: DAE PRINED: //0 0:: 0 //0.S.0 GENERAL NOES & QUALIY ASSURANCE PROJEC #:.S.0 S00

4 C:\Proj\ chcc_0_bradyg.rvt PRIOR O SAR OF WORK OBSERVE PREPARAION OF GROU SPECIMENS AND/OR PRISMS ASSEMBLY COMPRESSIVE SRENGH (f'm) SRUCURAL MASONRY SPECIAL INSPECIONS (LEVEL ) C ASM C0 ASM C A SAR OF WORK PROPORIONING OF SIE ACI 0..A VERIFY HE CONRACOR'S MEHODS AND PREPARED MORAR WORKMANSHIP ARE COMPLIAN. MORAR JOIN CONSRUCION ACI 0..B LOCAION OF REINFORCEMEN, BO AND EMBEDMENS DURING WORK SIZE AND LOCAION OF MASONRY ELEMENS PLACEMEN OF BO AND EMBEDMENS PLACEMEN OF REINFORCING SEEL (BARS, JOIN REINFORCING AND IES) PROPORIONING OF SIE PREPARED GROU COLD WEAHER CONSRUCION HO WEAHER CONSRUCION EACH DAY OF WORK EACH DAY OF WORK EACH DAY OF WORK EACH DAY OF WORK EACH DAY OF WORK ACI 0..F ACI 0.. P ASM C VERIFY E, FINISH, DIAMEER, LENGH, QUANIY, EMBEDMEN LENGH, SPACING AND EDGE DISANCES. VERIFY GROU SPACE AROUND ANCHORS IN FACE SHELL. VERIFY E, SIZE, BAR QUANIY, LOCAION, SPACING, COVER, SPLICE LENGH, SPLICE LOCAIONS, SURFACE CONDIION, SUPPOR AND SECURING. SEE SRUCURAL CONCREE ABLE INSPECION IEMS FOR WELDING, FIELD BENDING, COAED REINFORCING, AND MECHANICAL CONNECORS. PRIOR O GROU PLACEMEN BO AND EMBEDMENS 00% VERIFY E, FINISH, DIAMEER, LENGH, QUANIY, EMBEDMEN LENGH, SPACING AND EDGE DISANCES. VERIFY GROU SPACE AROUND ANCHORS IN FACE SHELL. REINFORCING SEEL (BARS, JOIN REINFORCING AND IES) GROU SPACE 00% VERIFY SPACE IS FREE OF MORAR DROPPINGS AND DEBRIS, AND CLEANOUS PROVIDED AS REQUIRED. MORAR JOIN CONSRUCION 00% ACI 0..B DURING GROU PLACEMEN PLACEMEN OF GROU C ACI 0.. VERIFY PRECONSRUCION ESING MEES PROJEC REQUIREMENS. IBC 0. IBC 0. REQUIRED WHEN AIR EMPERAURE IS BELOW 0 F. REQUIRED WHEN AIR EMPERAURE IS ABOVE 0 F. 00% ACI 0.. VERIFY E, SIZE, BAR QUANIY, LOCAION, SPACING, COVER, SPLICE LENGH, SPLICE LOCAIONS, SURFACE CONDIION, SUPPOR AND SECURING. PRIOR O SAR OF WORK PRIOR O FABRICAION OR ERECION PRIOR O BOLING PRIOR O WELDING DURING BOLING SNUGIGHENED JOINS PREENSIONED AND SLIP CRIICAL JOINS SRUCURAL SEEL SPECIAL INSPECIONS PREENSIONED AND SLIP CRIICAL JOINS USING CALIBRAED WRENCH OR URN OFNU MEHOD WIHOU MACHMARKING DURING WELDING SINGLE PASS FILLE WELD < /" SINGLE PASS FILLE WELD > /" AND MULIPASS FILLE WELD PARIAL PENERAION GROOVE WELD COMPLEE PENERAION GROOVE WELD SHEAR CONNECOR, HEADED ANCHOR SUD (HAS) AND DEFORMED ANCHOR SUD (DAS) AFER WELDING SINGLE PASS FILLE WELD < /" VERIFY PLAES AND SHAPES CONFORM O ASM SANDARDS SPECIFIED, REVIEW MANUFACURER'S CERIFIED MILL ES REPORS OR CERIFICAE OF COMPLIANCE AISC 0 / RCSC SPECIFICAION VERIFY BOL ASSEMBLY CONFORMS O ASM SANDARDS SPECIFIED, REVIEW CERIFICAE OF COMPLIANCE, OBSERVE PREINSALLAION VERIFICAION ESING OF PREENSIONED FASENER ASSEMBLIES, VERIFY APPROPRIAE FAYING SURFACE CONDIION AWS D. / VERIFY MAERIALS, PROCEDURES, WELDER AISC 0 QUALIFICAIONS, AND REVIEW CERIFICAES OF COMPLIANCE FRAMING DURING ERECION P VERIFY INSALLAION OF BRACING AND SIFFENING, MEMBER LOCAIONS, AND CONNECIONS. REPOR ANY OBSERVAION OF KINKS, BENDS, OR OHER DAMAGE. P AISC 0 / RCSC SPECIFICAION P AISC 0 / RCSC SPECIFICAION C AISC 0 / RCSC SPECIFICAION P AWS D. C AWS D. C AWS D. C AWS D. P AWS D. 00% VISUAL AWS D. VERIFY CONNECED MAERIALS HAVE BEEN DRAWN OGEHER AND PROPERLY SNUGGED. VERIFY PROPER USE OF PREENSION MEHOD, VERIFY CONNECED MAERIALS HAVE BEEN DRAWN OGEHER AND PROPERLY SNUGGED. VERIFY PROPER USE OF PREENSION MEHOD, VERIFY CONNECED MAERIALS HAVE BEEN DRAWN OGEHER AND PROPERLY SNUGGED. VERIFY IGHNESS OF NU FOR 0% OF BO ( MIN) A EACH JOIN. VERIFY E, SIZE, SPACING, AND LOCAIONS WOOD SPECIAL INSPECIONS FRAMING MEMBERS AND CONNECIONS P VERIFY SPECIES, GRADE, SIZE, LOCAION, SPACING, END BEARING AND END AACHMEN FIELD CUS AND NOCHES P NO CUS OR NOCHES PERMIED UNLESS SPECIFIED ON HE CONSRUCION DOCUMENS SPLICING P NO SPLICING OF SRUCURAL MEMBERS PERMIED UNLESS SPECIFIED ON HE CONSRUCION DOCUMENS SHEAHED DIAPHRAGM PANEL SHEAHING P VERIFY E, HICKNESS, PANEL SIZE AND ORIENAION. AACHMEN P VERIFY PANEL SHEAHING BOUNDARY AND FIELD FASENERS AND AACHMEN A ALL EDGES OF SHEAR WALL CONNECIONS FASENER P VERIFY E, DIAMEER, LENGH, SPACING, EDGE DISANCES, AND USE OF WASHERS. VERIFY HOLE DIAMEER FOR BO. MANUFACURED WOOD CONNECORS MEAL PLAE CONNECED WOOD RUSSES P ICCES REPOR VERIFY E, ALL CONNECOR HOLES FILLED WIH PROPER FASENERS, AND INSALLAION IN CONFORMANCE WIH ICCES REPOR CONNECIONS P VERIFY SIZE, LOCAION, IGHNESS, AND PROPER INSALLAION OF MEAL PLAES, BO, NAILS, HOLDDOWNS AND ALL OHER CONNECORS OR OHER DEVICES PERMANEN BRACING P VERIFY INSALLAION IN CONFORMANCE O APPROVED SUBMIAL FIELD GLUING SRUCURAL WOOD C WOOD ESING MOISURE CONEN PRESSURE REAED LUMBER 00% ASM D MEMBERS x AND LARGER 00% HANDHELD MOISURE MEER ALL OHER MEMBERS 0% 0 SRUCURAL MASONRY SPECIAL INSPECION NOES:. IEMS NOED AS FREQUENCY OF "EACH DAY OF WORK" ARE O BE OBSERVED A LEAS IMES EACH DAY HA MASONRY CONSRUCION IS IN PROGRESS. SHEAR CONNECOR, HEADED ANCHOR SUD (HAS) AND DEFORMED ANCHOR SUD (DAS) 00% VISUAL AWS D. VERIFY E, SIZE, SPACING, AND LOCAIONS SRUCURAL MASONRY ESING (LEVEL ) DURING WORK SELFCONSOLIDAING GROU SLUMP FLOW REINFORCING SEEL, BO AND EMBEDMENS EACH RUCK LOAD ASM C VERIFY SLUMP FLOW AND VISUAL SABILIY INDEX (VSI). WELDING PER SRUCURAL SEEL ESING SRUCURAL MASONRY ESING NOES:. SEE SPECIFICAION FOR REQUIREMENS OF PRECONSRUCION LOAD ESS O BE PERFORMED BY CONRACOR. WELDING FILLE WELD 0% ASM E0 MAGNEIC PARICLE PARIAL PENERAION GROOVE WELD COMPLEE PENERAION GROOVE WELD SRUCURAL SEEL ESING 00% ULRASONIC OR RADIO GRAPHIC 00% ULRASONIC OR RADIO GRAPHIC FOR CONS //0 //0 0:: SRUCURAL SEEL ESING NOES:. HE WELDING INSPECOR SHALL HAVE HE AUHORIY O REJEC WELDMENS. SUCH REJECION MAY BE BASED ON VISUAL INSPECION WHERE IN HE INSPECOR'S OPINION HE WELDMEN WOULD NO PASS A MORE DEAILED INVESIGAION.. IF DEFICIEN WELDS ARE DISCOVERED, HE REMAINING UNINSPECED WELDS SHALL RECEIVE SUCH ULRASONIC OR MAGNEIC PARICLE ESING AS MAY BE REQUIRED BY HE ARCHIEC AND ENGINEER. ALL COS OF ADDIIONAL ESING SHALL BE BORNE BY HE CONRACOR.. REPORS OF WELD ESS SHALL CONAIN HE FOLLOWING INFORMAION: DESCRIPION OF EACH WELD, IDENIFYING MARK OF HE RESPONSIBLE WELDER, CRIIQUE OF DEFECS NOED BY VISUAL INSPECION OR ESING, SAEMEN OF ACCEPABILIY PER AWS SANDARDS. DESIGNERS: DAE PRINED: //0.S.0 QUALIY ASSURANCE PROJEC #:.S.0 S00

5 C:\Proj\ chcc_0_bradyg.rvt S0 S0 S0 S0 ' ' S0 SEP.O. FG S0 '0" '0" ' '0" ' PROVIDE CONROL JOIN A NICHE WALL INERSECION ; RE: '0" 0 S0 MWB S0 S0 '0" ' ' 0' FOR CONS //0 DESIGNERS: DAE PRINED: //0 0::0.. S0 S0. MWB MWB '0" '0" MWB S0 MWB OVERALL FLOOR PLAN / = '0" S0 MWB S0 S0 PROVIDE CONROL JOIN A NICHE WALL INERSECION ; RE: '0" ' S0 SEP.O. FG ' 0' S0 S0 S0 //0.S.0 PLAN NOES. SOG O BE " HICK W/ #@ EA WAY, EC; RE: ARCH FOR JOIN LOCAIONS. COORDINAE W/ REQUIREMENS OF INSLAB HEAING SUPPLIER AND PROVIDE INFORMAION O SRUCURAL ENGINEER O MODIFY AS REQUIRED.. RE: CIVIL FOR SLAB ELEVAIONS OVERALL FLOOR PLAN PROJEC #:.S.0 S0

6 C:\Proj\ chcc_0_bradyg.rvt RE: ARCH FOR SONE CAP OM =.00 OM = '0" OM =. OM =. OM =. OM =. OM =. OM =. 0 OM =. OM =. OM =. GL /x RUSS RUSS RUSS RIDGE FOR CONS //0 RUSS OM =. OM =. OM =. OM =. OM =. RUSS 0 RUSS GL /x " &G DECK W/ / PLYWOOD DESIGNERS: DAE PRINED: //0 0:: OM = '" AFF x0 RIDGE BM 0 OM =. OM =. OM =. OM =. OM =. OM =..S.0 //0 ROOF PLAN PROJEC #:.S.0 S0

7 '0" '0" '0" ' / '0" '0 / ' '0" '0" ' /" ' ' '0" ' ' ' / ' /" ' /" ' /" ' /" '" ' / ' / /" '" ' / '" '0" '0" ' /" '0 / / '0 / ' / '0 / ' /" '0" '0" '0" '" '" '" '" '" '" '" '0" '0" '" '0" '" '0 / ' / '0 / ' / ' / ' '0 /" /" '0" ' ' ' / ' / '0" ' ' ' '" '" '" '" '0 / ' / '0 / '" '" '" '0 / DIMENSION PLAN PROJEC #: FOR CONS //0 //0.S.0 DESIGNERS: DAE PRINED: //0 0:: C:\Proj\ chcc_0_bradyg.rvt 0 DIMENSION PLAN / = '0".S.0 S0

8 '" x x.. C:\Proj\ chcc_0_bradyg.rvt ELASOMERIC J SEALAN WHERE REQD (SEE ARCH) / PREFORMED J FILLER OVER FULL SLAB DEPH, FILLER SHALL NO PRORUDE ABOVE SLAB CON KEY, EDGES MAY BE ANGLED A CONR'S OPION S POUR /" /" > " ND POUR " NOES:. CLEAN SURFACES AND REMOVE LAIANCE. WE SURFACE AND REMOVE SANDING WAER PRIOR O PLACING CONCREE EQ EQ EQ EQ EQ EQ EQ EQ '" BAR SIZE (INLB) # # # # # # # #0 # BAR SIZE (MERIC) #0 # # # # # # # # COMP LCE LCS LDH 0 F'c =,000 PSI HRU,00 PSI 0 LE OP LAP SPLICE AND DEVELOPMEN LENGH SCHEDULE (INCHES) ENSION LE OHER 0 OP 0 OHER GENERAL NOES:. 'LCE' = COMPRESSION EMBEDMEN LENGH, 'LCS' = COMPRESSION LAP SPLICE LENGH, 'LE' = ENSION EMBEDMEN LENGH, '' = ENSION LAP SPLICE LENGH, 'LDH' = HOOK DEVELOPMEN LENGH. 'OP' BARS ARE HORIZONAL BARS PLACED SUCH HA MORE HAN IN. OF FRESH CONCREE IS CAS BELOW HE BAR. ALL BARS HA ARE NO 'OP' BARS ARE 'OHER' BARS. UNLESS NOED OHERWISE, ALL HOOK BARS SHALL EXEND O HE FAR FACE (LESS " COVER) COMP LCE LCS LDH 0 0 F'c =,000 PSI LE OP 0 ENSION LE OHER 0 OP OHER 0 LCE 0 COMP LCS 0 LDH 0 F'c =,000 PSI LE OP 0 ENSION LE OHER 0 OP 0 OHER 0 0 NO SCALE SOG ISOLAION JOIN MWA VARIES MWA CMU DOWELS PER MWA () #xcon &B RE: PLAN '" SEE FOR MASONRY WALL INFO BOND BM MWA SOLID GROU ALL CAVIIES BELOW GRADE MWA VARIES '0" MIN NO SCALE KEYED CONS J GEOMERY GALV BEN PL / OR ANGLE W//"Øx #x '0" #x #@" ( MIN) SEE ARCH '0" " CLR " CLR COORD BLOCKOU/ EMBEDS W/ RENCH COVER #@" /" CLR OP " MIN SEE ARCH ('0" MAX) LAP SPLICE NOES:. ALL SPLICES SHALL BE WIRED IN CONAC AND SACKED VERICALLY. ALL SPLICES ARE '' UNLESS NOED OHERWISE. SMALLER BAR LAP LENGH SHALL BE USED WHEN SPLICING DIFFEREN SIZED BARS. LAP LENGHS SPECIFICALLY DEAILED ON DRAWINGS SHALL GOVERN IN LIEU OF LAP LENGHS SCHEDULED. BUNDLED BAR SPLICES: A. INDIVIDUAL BAR SPLICES WIHIN HE BUNDLE SHALL BE SAGGERED B. INCREASE LAP LENGH 0% FOR A BAR BUNDLE C. INCREASE LAP LENGH % FOR A BAR BUNDLE. IF A NOE OR DEAIL CALLS FOR A BAR O BE EMBEDDED Ld (DEVELOPMEN LENGH) INO CONCREE, HIS LENGH SHALL CORRESPOND O A 'LE' LAP ADJUSMENS O GIVEN LAP LENGHS:. IF REINFORCING IS SPECIFIED AS EPOXY COAED, INCREASE SCHEDULED LAP LENGHS BY 0%. IF LIGHWEIGH AGGREGAE IS SPECIFIED, INCREASE SCHEDULED LAP LENGHS BY 0%. SCHEDULED LAP LENGHS ASSUME: A. CLEAR COVER IS GREAER HAN BAR DIAMEER, BU NO LESS HAN / B. CLEAR SPACING BEWEEN BARS IS GREAER HAN BAR DIAMEERS C. IF EIHER CONDIION A OR B IS NO ME FOR A GIVEN BAR, INCREASE LENGHS BY 0%. SPLICE LENGHS NOED BASED ON Fy = 0,000 PSI. FOR OHER YIELD SRENGHS, MULIPLY SPLICE LENGHS NOED BY Fy/0,000 HOOK EMBEDMEN NOES:. SCHEDULED HOOK EMBEDMEN LENGHS ASSUME: A. SIDE COVER IS / INCHES OR GREAER B. COVER BEYOND IS INCHES OR GREAER. IF REINFORCING IS SPECIFIED AS EPOXY COAED, INCREASE SCHEDULED LAP LENGHS BY 0%. IF LIGHWEIGH AGGREGAE IS SPECIFIED, INCREASE SCHEDULED LAP LENGHS BY 0%. IF SIDE COVER IS LESS HAN / INCHES, INCREASE LENGHS BY 0% 0 () # '0" () #xcon BO #@ BO '" " CLR FOR CONS //0 / = '0" NICHE WALL FOUNDAION NO SCALE SOG RENCH NO SCALE LAP SPLICE AND DEVELOPMEN LENGH SCHEDULE DESIGNERS: DAE PRINED: //0 0:: MWA MWA RE: PLAN '" SEE S0 FOR INFO MWA WALL DWLS /FG SEE PLAN UNO + '0" H, '0" MAX " MIN '" '0" " MIN #@" #@" () # BO '0" '" " CLR () # BO " MIN '0" # ES CON SLAB REINF NOE EXEND REINF HRU J S POUR ND POUR CONSRUCION JOIN /. ".S.0 MACH SIZE AND NUMBER OF FG LONG BARS / = '0" NICHE WALL FND A END NO SCALE SINGLE SEP A WALL FOOING ('0" MIN) NOES:. SEE ARCHIECURAL DRAWINGS FOR ADDIIONAL INFORMAION. REBAR IN SAIRS EXPOSED O WEAHER SHALL BE EPOXY COAED. SPLICE # BARS ' AS NEEDED NO SCALE SOG SAIR CONROL JOIN NOES:. PROVIDE OOLED J OR SAW CU AS SOON AS HE CONC HAS HARDENED SUFFICIENLY O PERMI CUING WIHOU CHIPPING, SPALLING, OR EARING (BU NO MORE HAN HOURS AFER CASING). PROVIDE FREE DRAINING AGGREGAE BELOW SLAB; RE: SOILS REPOR NO SCALE SOG JOINS //0 FOUNDAION DEAILS PROJEC #:.S.0 S0

9 ' / ' / C:\Proj\ chcc_0_bradyg.rvt RE: S0 FOR FG REINFORCING EXEND BARS A FG INERSECION SEE S0 FOR INFO MWA MWA () #xcon ' () #xcon #@ '0" /" = '0" RIENF A FG INERSECION PLANER WALL RE: ARCH SEE S0 FOR INFO / = '0" NICHE WALL FND A ENRY PIER MWA MWA SEE S0 FOR INFO 0 # EA SIDE () #xcon BO '" MWA () #xcon #@ BO '0" FOR CONS //0 / = '0" FND A PAVILION/ PLANER WALL / = '0" FND A PAVILION WALL MWB SEE S0 FOR INFO DESIGNERS: DAE PRINED: //0 0:: #xcon #x '0" '0" '0" MIN '0" CR '0" MIN '0" MIN #xcon. MWA () # &B '" '" MWA () # &B //0.S.0 NO SCALE SOG RAMP/SLOPE () #xcon / = '0" FND A COMMUNAL URN FOUNDAION DEAILS PROJEC #:.S.0 S0

10 . " C:\Proj\ chcc_0_bradyg.rvt MAX / MAX SRUCURAL WALL SYSEM VENEER IES VERICAL LEG OF ANGLE IGH O BACK OF VENEER / PL /xx0' EA SIDE OF RIDGE BM W/ () /"Ø HRU BO DO NO CONINUE JOIN REINF HRU CJ CONROL JOIN (CJ): HEAD JOINS OF UNIS ALIGN A CJ. NO MORAR ON HEAD JOIN A CJ REINF VER CELL ES OF JOIN SRUCURAL MASONRY WALL SCHEDULE MARK MWA MWA MWA MWB MWA WALL HK JOIN REINFORCING VER HORIZ DOWELS NOE " " NOE NOE NOE NOE #@" #@" #@ #@" EA FACE #@" #@" #@ #@" EA FACE GROU SOLID YES YES YES YES YES VENEER LOOSE LINEL SCHEDULE OPENING LENGH, L LINEL BEARING EE REMARKS L '0" L /x /x/ '0" < L '0" Lx /x/ " LLV '0" < L 0'0" Lx /x/ " LLV 0'0" < L '0" Lx /x/ " LLV PL /xx0' W/ () /Ø"x" HDAS PL /x; PROVIDE /" (MIN) BRG FOR x0 / CONINUE BOND BEAM REINF & BOND BEAM GROU HRU CJ W/O INERRUPION PROVIDE CJ'S IN SR MAS ONLY WHERE SHOWN ON HE SR OR ARCH PLANS REINF EACH FACE /" GROU SPACING REINF CENERED NOES:. ALL VERICAL REINFORCEMEN SHALL BE CENERED (UNO) IN GROUED CELLS. PROVIDE `LADDER' E HORIZONAL JOIN REINFORCEMEN WIH W. ( GA) WIRES (MIN) A " OC ; OC FOR ALL CMU BELOW GRADE.. ALL WALLS ARE E 'A' UNLESS NOED OHERWISE.. JAMB SEEL: PROVIDE A EA SIDE OF COLUMBARIUM NICHE.. PROVIDE BOND BEAM PER A.O. WALL AND AS SHOWN IN DLS. 0 NO SCALE MAS VENEER LOOSE LINEL / = '0" RIDGE BEAM CONN O CMU /"Ø HRU NO SCALE SR MAS WALL CONROL JOIN NO SCALE SR MASONRY WALL SCHEDULE ENGLISH MASONRY LAP SPLICE (MLS) & DEVELOPMEN LENGH SCHEDULE BAR SIZE MERIC REINF CENERED (IN), 0", " MASONRY f'm = 000 psi fy = 0 ksi REINF CENERED (IN) " MASONRY REINFORCEMEN A FACE (IN) " CLR 0 RE: FOR EMBED PL AND ANGLE Lxx/ W/ " BRG EA END; HDG CON BOND BM REINF LxX/ SLV W/ " BRG EA END; HDG # # # # # # # #0 # # # # # # 0 * * NOES:. SMALLER BAR LAP LENGH SHALL BE USED WHEN SPLICING DIFFEREN SIZED BARS. LAP LENGHS SPECIFICALLY DEAILED ON DRAWINGS SHALL GOVERN INSEAD OF SCHEDULED LAP LENGHS. IF REINFORCING IS SPECIFIED AS EPOXY COAED, INCREASE LENGHS BY 0%. MECHANICAL COUPLERS MAY BE USED IN LIEU OF ANY LAP LENGH SHOWN.. WHEN LOW LIF GROUING IS USED, AND HE LAP LENGH EXCEEDS HE GROU LIF HEIGH (NOED BY *), A MECHANICAL COUPLER IS REQUIRED IN LIEU OF LAPPED REINF. * * * FOR CONS //0 /" = '0" DECK CONNECION O CMU /" = '0" LINEL ABOVE NICHE NO SCALE MASONRY SRENGH DESIGN LAP SPLICE SCHEDULE 000 DESIGNERS: DAE PRINED: //0 0::.S.0 REINFORCED MASONRY LINEL SCHEDULE CLEAR SPAN, L L '0" '0" < L '0" '0" < L 0'0" 0'0" < L '0" '0" < L '0" '0" < L '0" L > '0" NOMINAL DEPH " " 0" REINF () # BO () # &B () # &B () # &B () # &B () # BO ( LAYERS) () # OP REQUES DESIGN FROM ENGINEER NO SCALE SR MAS LINEL NOMINAL DEPH /" VER REINF, SEE WALL SCHED GROU SOLID MLS CJ WHERE NOED. ALIGN WIH EDGE OF OPENING. CONINUE ALL HORIZ LINEL REINF & GROU ACROSS CJ WALL REINF LINEL REINF FULL H JAMB REINF #0 " EMBED PL /xx'0 W/ () /"Øx" HDAS; LOCAE A EA CORNER '0" MAX /" = '0" CLOSE LID CONNECION / SHEAHING W/ /0 SPAN RAING AND #0 " W/ 00 EA END. CONN W/ #0 SCREW A EA FLANGE Lxx/xCON / / A EA EMBED PL () #xcon A & " WALLS; () # xcon A " / CLR / CLR PLACE HORIZONAL REINFORCING INSIDE VERICAL REINFORCING A LOCIONS WHERE VERICAL REINFORCING IS ON OUSIDE FACE NO SCALE SR MAS BOND BEAM " CLR //0 MASONRY DEAILS PROJEC #:.S.0

11 C:\Proj\ chcc_0_bradyg.rvt ROOF SHEAHING 0d SLAN NAILS HRU EA ONGUE A SUPPOR, HSSXx/ EA SIDE ' /" '" ' / () x0 () x0 '" CAP PL / ' /" ' / HSS xx/ gx0' WOOD SCREWS A EA PIECE OF DECKING JOIS OP CHORD ALL DIMENSIONS ARE MEASURED FROM WORK POINS A CONN O CMU 0 NO SCALE AACHMEN OF " &G DECKING PROVIDE SOLID BLOCKING FOR DECK BRG; NAIL DECK PER /" = '0" CENER RUSS CONNECION DEAIL PL / W/ / SIFFENER CRD 0" / / " PL / EA END OF PL / = '0" PAVILION RUSS ELEVAION () "Ø HRU BO SOLID BLOCKING x BEWEEN PL / " NAIL DECKING O SUPPORING MEMBERS PER 0 SIMPSON HUSC0 W/ CONCEALED FLANGES () / LAG BOL; () EA SIDE A EA RUSS L /x /x/ A EA RUSS HSSx PL /x W/ () /"Ø HDAS A EA RUSS () PL / INSIDE OP CHORD MEMBERS " / () x OP CHORD " Lxx/xCON A EA EMBED PL / / PL '0" W/ () /"Øx" HDAS; PROVIDED CON BOND BM A PL ELEVAION / '0" PL /x x0'0 W/ () "Ø HRU BO SOLID BLOCKING x CONINUOUS FOR DECK BEARING FOR CONS //0 /" = '0" RIDGE BEAM CONN O RUSS /" = '0" GLULAM CONN O CMU WALL /" = '0" OP CHORD O GLULAM CONNECION /" = '0" RUSS OP CHORD BOUNDARY NAILS; 0d " FIELD NAILS; 0d " " DECK NAILING O PARALLEL SUPPORS, 0d BOX " OC MAX PER 0 WORK POIN () "Ø HRU BO EA SIDE DESIGNERS: DAE PRINED: //0 0::.S.0 PANEL EDGE NAILS; 0d " FOR AACHMEN OF DECKING O PERP SUPPORS, SEE 0 NOES:. DECKING SHALL BE INSALLED IN CONROLLED RANDOM LAYUP CONFIGURAION PER AIC GUIDELINES. NO SCALE ROOF SHEAHING SPACE SHEAHING SO HA PANEL EDGES FALL ON CENER OF DECK PIECE & NO ON A JOIN " ONGUE & GROOVE DECKING FASEN EA PIECE OF " DECK O EA OHER W/ 0d COMMON SLAN NAILS A INERVALS NO O EXCEED 0", SAGGERED, LOCAE NAIL WIHIN 0" OF EA END HUS: SLO HSS END PL / EA SIDE / " /" = '0" CENER RUSS CONNECION / LEGS / PL / HSSx () x OP CHORD () "Ø HRU BO /" = '0" " MIN / " LOCAE CENER BOL IN CONN ON WORK POIN BOOM CHORD O OP CHORD CONNECION //0 WOOD DEAILS PROJEC #:.S.0