C: revit local filesLafayette14 kgoodfriend€¦ · less than one-half the depth of the supported beam, and the quantity of vertical rows of bolts shall not be less than: w8, c8:

SHORING AND BRACING

SB.01 INDIVIDUAL STRUCTURAL COMPONENTS ARE DESIGNED TO SUPPORT LOADS IN THEIR FINAL ERECTEDPOSITION AS PART OF THE TOTAL COMPLETED STRUCTURE. PROVIDE TEMPORARY SHORING, GUYING ANDBRACING AS REQUIRED UNTIL ALL CONSTRUCTION AFFECTING LOAD CARRYING MEMBERS AND LATERALSTABILITY IS COMPLETED.

SB.02 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR STABILITY OF STRUCTURE, ITS PARTS, AND JOBSITE SAFETY BY USE OF GUYING, BRACING, SHORING, BARRICADES, SAFETY RAILINGS AND DEVICES DURINGTHE ENTIRE PERIOD OF CONSTRUCTION.

SB.03 CONTRACTOR IS FULLY RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING AND BRACING OFEXISTING ELEMENTS DURING CONSTRUCTION. ALL SHORING SHALL BE ADEQUATE TO SUPPORT ALL LOADINGSDURING MODIFICATION OF THE EXISTING BUILDING AND ERECTION OF THE NEW STRUCTURAL SUPPORTSYSTEM. TEMPORARY SHORING MUST REMAIN IN PLACE UNTIL ALL NEW STRUCTURAL MEMBERS SUPPORTINGSHORED ELEMENTS ARE IN PLACE AND ALL NEW CONNECTIONS COMPLETED.

STRUCTURAL STEEL

SS.01 ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC "SPECIFICATION FOR STRUCTURALSTEEL BUILDINGS- ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN" AND THE AISC "CODE OF STANDARDPRACTICE FOR STEEL BUILDINGS AND BRIDGES," LATEST EDITIONS

SS.03 ERECT AND MAINTAIN TEMPORARY BRACING TO INSURE THE ALIGNMENT AND STABILITY OF THESTRUCTURE DURING ERECTION UNTIL PERMANENT CONNECTIONS HAVE BEEN COMPLETED.

SS.07 ALL STRUCTURAL MEMBERS SHALL CONFORM TO THE FOLLOWING MINIMUM REQUIREMENTS:

WIDE FLANGE SECTIONS ASTM A 992 (Fy= 50KSI)OTHER SHAPES & PLATES ASTM A 36 (Fy= 36 KSI)STEEL TUBES SHAPED HSS SECTIONS ASTM A 500, GRADE B (Fy= 46 KSI) ROUND HSS SECTIONS ASTM A 500, GRADE B (Fy= 42 KSI)

SS.08 STEEL SHALL BE CLEAN OF RUST, LOOSE MILL SCALE, AND OTHER FOREIGN MATERIALS FORPROPER FABRICATION, FIT-UP, AND WELDING.

SS.09 ALL BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FORSTRUCTURAL JOINTS USING ASTM A 325 OR ASTM A 490 BOLTS."

SS.10 ALL BOLTS SHALL CONFORM TO THE LATEST EDITION OF ASTM A 325. BOLTS SHALL BE 7/8"DIAMETER MINIMUM. AT CONNECTIONS WITH LONG-SLOTTED HOLES IN OUTER PLYS, 5/16" PLATE WASHERSSUFFICIENT IN SIZE TO COMPLETELY COVER THE SLOT SHALL BE PROVIDED.

SS.11 ALL NUTS SHALL CONFORM TO THE LATEST EDITION OF ASTM A 563.

SS.12 ALL WASHERS SHALL CONFORM TO THE LATEST EDITION OF ASTM F 436.

SS.13 WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS D1.1"STRUCTURE WELDING CODE," LATEST EDITION. ALL WELDING ELECTRODES SHALL BE E70XX.

SS.14 FIELD CONNECTIONS, EXCEPT WHERE SHOWN TO BE WELDED, SHALL BE BOLTED. SHOPCONNECTIONS MAY BE WELDED UNLESS NOTED OTHERWISE. MINIMUM WELDS NOT SHOWN ON THEDRAWINGS SHALL BE 1/4" FILLET WELDS.

SS.19 THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHERTRADES WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ARCHITECT.

SS.20 PRIME PAINT ALL STEEL EXCEPT THOSE THAT ARE TO RECEIVE SPRAY-ON FIREPROOFING OR ARETO BE ENCASED IN CONCRETE.

SS.21 PROVIDE NEW EXTERIOR GALVANIZED STEEL LINTELS TO REPLACE DETERIORATED LINTELS ASREQUIRED. SEE ARCH. DRAWINGS "EXTERIOR KEYNOTES" FOR EXTERIOR LINTEL RELACEMENTREQUIREMENTS.

SS.22 ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT-DIP GALVANIZED.

SS.23 UNLESS NOTED OTHERWISE, ALL SIMPLE BEAM SHEAR CONNECTIONS SHALL BE WELDED ORBEARING TYPE N BOLTED DOUBLE ANGLE FRAMED CONNECTIONS. IN NO CASE SHALL ANY CONNECTION BELESS THAN ONE-HALF THE DEPTH OF THE SUPPORTED BEAM, AND THE QUANTITY OF VERTICAL ROWS OFBOLTS SHALL NOT BE LESS THAN:

W8, C8: 2 ROWSW10, C10: 2 ROWSW12: 3 ROWSW14: 3 ROWSW16: 4 ROWS

CONCRETE AND FORMWORK

CO.01 ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING AMERICANCONCRETE INSTITUTE PUBLICATIONS:

ACI 301 ACI 304 ACI 311ACI 315 ACI 318 ACI 347

CO.02 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE LOCATION ANDPLACEMENT OF INSERTS, EMBEDDED PLATES, MASONRY ANCHORS, REGLETS, SLEEVES, DUCT WORK, PADS,AND ANCHOR BOLTS. THE INSERTS, EMBEDDED PLATES, ETC. SHALL NOT INTERFERE WITH CONCRETEREINFORCEMENT LOCATIONS. THE GENERAL CONTRACTOR SHALL VERIFY ALL OPENINGS THROUGH WALLSWITH SHOP DRAWINGS, SHOWING OPENINGS IN THE SLABS INCLUDING, BUT NOT LIMITED TO, SLEEVE SIZESAND LOCATIONS, DUCT SIZES AND LOCATIONS, ETC.

CO.03 SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL ARCHITECTURAL FINISHES,FLOOR FINISHES, FLOOR DEPRESSIONS, AND CURBS AND FOR ALL WATERPROOFING AND/OR DAMPPROOFINGDETAILS. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL WALL AND/OR SLABOPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS.

CO.04 THE CONTRACTOR SHALL SUBMIT DETAILED DRAWINGS SHOWING THE LOCATIONS OF ALLCONSTRUCTION JOINTS, CURBS, AND SLAB DEPRESSIONS, IF ANY, AND DESCRIBE THE CONCRETE PLACEMENTSEQUENCE. ALL CURBS SHALL BE REINFORCED WITH AT LEAST 1-#4 CONTINUOUS AND #3 AT 16" C/C DOWELSTO THE STRUCTURE BELOW, UNLESS NOTED OTHERWISE.

CO.05 ALL CONCRETE SHALL BE NORMALWEIGHT (145 PCF DENSITY)AND SHALL DEVELOP MINIMUM 28-DAY STRENGTH AS FOLLOWS:

FOOTINGS & FOUNDATIONS f'c= 4,000 PSIFOUNDATION WALLS f'c= 4,000 PSISLABS ON GRADE f'c= 3,500 PSIFRAMED SLABS AND BEAMS f'c= 4,000 PSICOLUMNS f'c= 5,000 PSI

CO.06 ALL CONCRETE EXPOSED TO THE EXTERIOR SHALL BE AIR- ENTRAINED (MINIMUM 6%). WATERREDUCING PLASTICIZING ADMIXTURES MAY BE USED, PENDING APPROVAL OF THE ARCHITECT.

CO.07 NO CALCIUM CHLORIDE OR CHLORIDE ION PRODUCING ADMIXTURE SHALL BE USED IN ANYCONCRETE.

CO.08 FORMWORK FOR ALL CONCRETE WHICH WILL BE EXPOSED IN THE COMPLETED BUILDING SHALL BECONSTRUCTION FROM A SUITABLE PLASTIC SURFACED PLYWOOD WHICH WILL PRODUCE AN ACCEPTABLYSMOOTH SURFACE. ALSO SEE THE SPECIFICATIONS.

CO.09 VERTICAL WALL CONSTRUCTION JOINTS SHALL BE FORMED WITH VERTICAL BULKHEADS ANDKEYWAYS. WALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE JOINT OR SHALL BE DOWELEDWITH AN EQUIVALENT AREA OF REINFORCEMENT.

CO.10 ALL CONSTRUCTION JOINTS SHALL BE WIRE-BRUSHED AND CLEANED IMMEDIATELY PRIOR TOPLACING NEW CONCRETE. ALLOW 24 HOURS MINIMUM TO ELAPSE BETWEEN PLACEMENTS.

CO.11 PROVIDE CONTINUOUS WATERSTOPS IN VERTICAL CONSTRUCTION JOINTS, IN BASEMENT ANDELEVATOR PIT WALLS, AND IN ALL OTHER WALLS ADJACENT TO BELOW GRADE SLABS.

CO.12 EXPOSED EXTERNAL CONCRETE CORNERS SHALL BE CHAMFERED PER ARCH DETAILS.

CO.13 INTERIOR SLABS ON GRADE THICKNESSES AND REINFORCEMENT SHALL BE AS SHOWN AND NOTEDON THE PLANS, THICKENED OR DEPRESSED AS REQUIRED FOR THE DETAILS. DEPRESSED SLABS SHALLMAINTAIN FULL THICKNESS UNLESS NOTED OTHERWISE. SEE NOTE RS.09 FOR THE PLACEMENT OF WELDEDWIRE FABRIC. A VAPOR RETARDED SHALL BE PROVIDED UNDER ALL INTERIOR SLABS ON GRADE PER THEPROJECT SPECIFICATIONS.

CO.14 SLABS ON GRADE SHALL BE PLACED IN ALTERNATE STRIPS WITH A MAXIMUM WIDTH OF 15'-0" OR ASSHOWN ON PLAN. CONTROL JOINTS SHALL BE CUT WITHIN A 8-12 HOURS AFTER THE CONCRETE HAS SET.CONTROL JOINTS SHALL NOT EXCEED 15'-0" INTERVALS IN EACH DIRECTION, AND SHALL BE LOCATED TOCONFORM WITH BAY SPACING WHEREVER POSSIBLE (I.E. AT COLUMN CENTERLINES, HALF-BAYS, THIRD-BAYS)

CO.15 SLOPE CONCRETE SLABS, WHERE REQUIRED, TO FLOOR DRAINS SHOWN ON THE ARCHITECTURALAND PLUMBING DRAWINGS. MAINTAIN MINIMUM SLAB THICKNESSES AS SHOWN ON THE STRUCTURALDRAWINGS.

CO.16 NO SLAB SHALL HAVE COLD JOINTS IN A HORIZONTAL PLANE. CONSTRUCTION JOINTS IN ELEVATEDCONCRETE ON METAL DECK SHALL BE MADE AT THE THIRD POINT OF THE SPAN.

CO.17 ALL EXPOSED STRUCTURAL STEEL SHALL BE HOT-DIP GALVANIZED.

GENERAL NOTES

GE.01 BEFORE SUBMITTING A PROPOSAL FOR THIS WORK, THE CONTRACTOR SHALL VISIT THEPREMISES AND ACQUAINT HIMSELF FULLY WITH THE EXISTING CONDITIONS, TEMPORARY CONSTRUCTIONREQUIRED, QUANTITIES AND TYPES OF EQUIPMENT REQUIRED, ETC. HIS BID SHALL INCLUDE ALL SUMSREQUIRED TO DO THE WORK WITHIN THE EXISTING CONDITIONS. DISRUPTION OF NORMAL ACTIVITIES INTHE WORK AREA MUST BE KEPT TO A MINIMUM

GE.02 THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION, DIMENSIONS, MEMBERSIZES, AND ELEVATIONS FOR CONFORMANCE WITH THE DRAWINGS. ALL DISCREPANCIES SHALL BEBROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.

GE.03 UNLESS NOTED OTHERWISE, DETAILS, SECTIONS, AND NOTES ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL FOR SIMILAR CONDITIONS

GE.04 DIMENSIONS ON STRUCTURAL DRAWINGS ARE TO BE CHECKED AGAINST THE DRAWINGS OF OTHERDISCIPLINES, AND ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTIMMEDIATELY.

GE.05 COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR LINTELS, METAL WALL FRAMING, SHELFANGLES, SIZE AND LOCATION OF SLOPES, DEPRESSED AREAS, FINISH FILLS, CHAMFERS, GROOVES,SLEEVES, INSERTS, ETC.

GE.06 COORDINATE WITH MECHANICAL/ELECTRICAL/PLUMBING DRAWINGS FOR DUCTWORK, PIPESLEEVES, FLOOR DRAINS, INSERTS, HANGERS, TRENCHES, PITS, PADS, WALL AND SLAB OPENINGS,CONDUIT RUNS IN WALLS AND SLABS, SIZE AND LOCATION OF MACHINE OR EQUIPMENT SUPPORTS, BASES,ANCHOR BOLTS, ETC

GE.07 ELEVATIONS SHOWN REFER TO PROJECT DATUM WHICH IS ELEV 0'-0" = +17.42' CCD

GE.08 SHOP DRAWINGS PREPARED BY THE CONTRACTOR AND/OR HIS SUPPLIERS SHALL BE REVIEWEDBY THE ARCHITECT ONLY FOR CONFORMANCE WITH THE DESIGN INTENT. NO WORK SHALL BE STARTEDWITHOUT SUCH REVIEW.

GE.09 SHOP DRAWINGS PREPARED BY SUPPLIERS AND SUBCONTRACTORS SHALL BE REVIEWED BY THECONTRACTOR PRIOR TO SUBMISSION TO THE ARCHITECT

GE.10 DESIGN LOADS, ALLOWABLE STRESSES AND STRUCTURAL CAPACITIES ARE BASED ON THECHICAGO BUILDING CODE, WITH LOCAL AMENDMENTS.

DESIGN WIND LOADSMAIN WIND RESISTING SYSTEM 25 PSFCOMPONENTS & CLADDING 30 PSF

DESIGN LIVE LOADSCLASSROOM 40 PSFLABORATORIES 75 PSFAUDITORIUM - FIXED SEATS 60 PSFSTAGE FLOOR 150 PSFGYMNASIUM 100 PSF

STAIR / CORRIDOR 1ST FL 100 PSFCORRIDOR ABOVE 1ST FL 80 PSFROOF SNOW 25 PSF OR DRIFT

EXISITING DRAWINGS

EX.01 EXISTING STRUCTURE IS BASED ON THE FOLLOWING DRAWING SETS:

"ADDITION TO THE LAFAYETTE SCHOOL - WASHTENAW AVE & AUGUSTA",PREPARED BY NORMAND PATTON ARCHITECT, DATED DECEMBER 1897

"ADDITION & ALTERATIONS - LAFAYETTE PUBLIC SCHOOL,PREPARED BY JOHN C. CHRISTENSEN ARCHITECT, DATED 5-14-1921

INFORMATION RELATED TO THE ORIGINAL 1893 STRUCTURE IS BASED ON FIELD OBSERVATIONSPERFORMED BY THE AOR AND EOR.

EX.02 GC TO FIELD VERIFY CONFIGURATION OF EXISTING STRUCTURE PRIOR TO CONSTRUCTION

EXCAVATION AND BACKFILL (CONT'D)

EB.07 ALL SOIL SUPPORTED FOUNDATIONS SHALL BE FOUNDED UPON UNDISTURBED, NATURAL SUBGRADEWITH A MINIMUM ALLOWABLE BEARING CAPACITY OF 2,500 PSF, AS INDICATED IN THE GEOTECHNICAL REPORTREFERENCED IN NOTE EB.14 AND AS FIELD VERIFIED AND APPROVED BY THE OWNER'S SOIL TESTINGLABORATORY. THE FOOTING ELEVATIONS AND SOIL BEARING CAPACITIES AS SHOWN ON THE DRAWINGS AREESTIMATED FROM THE SOIL BORING DATA. FINAL, EXACT ELEVATIONS AND SOIL BEARING CAPACITIES SHALL BEFIELD DETERMINED AND VERIFIED BY THE OWNER'S SOIL TESTING LABORATORY AND REVIEWED BY THEARCHITECT/ENGINEER PRIOR TO PLACEMENT OF CONCRETE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE ARCHITECT IN THE EVENT THAT THE SOIL CONDITIONS ENCOUNTERED VARY FROM THOSE ASSUMED IN THEDESIGN.

EB.08 DO NOT BACKFILL AGAINST BASEMENT WALLS UNTIL GROUND FLOOR AND LOWER LEVEL SLABS HAVEBEEN PLACED AND THE CONCRETE HAS ATTAINED FULL DESIGN STRENGTH.

EB.09 BACKFILL AGAINST SIDES OF FOUNDATION WALLS SHALL BE PLACED SIMULTANEOUSLY ON BOTHSIDES TO THE TOP OF THE WALL.

EB.10 NO MUD SLABS, FOOTINGS, OR SLABS SHALL BE PLACED ONTO OR AGAINST SUBGRADE CONTAININGFREE WATER, FROST, OR ICE.

EB.11 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MEASURES TO PREVENT ANY FROST OR ICEFROM PENETRATING ANY FOOTINGS OR SLAB SUBGRADE BEFORE AND AFTER PLACEMENT OF CONCRETE UNTILSUCH SUBGRADES ARE FULLY PROTECTED BY THE PERMANENT BUILDING STRUCTURE.

EB.12 THE CONCRETE FOR EACH ISOLATED FOOTING SHALL BE PLACED IN ONE (1) CONTINUOUSPLACEMENT.

EB.13 ALL PERIMETER WALL AND COLUMN FOOTINGS SHALL BEAR A MINIMUM OF 4'-0" BELOW FINISHEDGRADE.

EB.14 FOR ADDITIONAL SITE CONDITIONS, FOUNDATION CONSTRUCTION CONSIDERATIONS ANDRECOMMENDATIONS, REFER TO THE GEOTECHICAL REPORT, REPORT OF GEOTECHNICAL INVESTIGATION -PROPOSED IMPROVEMENTS AT JEAN DE LAFAYETTE ELEMENTARY SCHOOL, 2714 WEST AUGUSTA BLVDCHICAGO, COOK COUNTY, ILLINOIS, PREPARED BY CARDNO ATC AND DATED JANUARY 17, 2014.CARDNO ATC REPORT NO. 023.25099.1401

MAXIMUM NET SOIL BEARING PRESSURESCONTINUOUS WALL FOOTINGS 1500 PSFMAT & SPREAD FOOTINGS 1500 PSF

CONCRETE MASONRY

MS.01 ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES," ACI 530/ASCE 5/TMS 402.

MS.02 THE OWNER'S MASONRY TESTING LABORATORY SHALL PERFORM ALL TESTING OF UNITMASONRY COMPONENTS IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402. WRITTEN REPORTS, SIGNEDAND SEALED BY THE INSPECTING PROFESSIONAL AND INCLUDING THE LICENSE EXPIRATION DATE, SHALLBE SUBMITTED TO THE ARCHITECT FOR REVIEW. SEE ALSO THE PROJECT SPECIFICATIONS.

MS.03 ALL CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH TWO CELLS AND CONFORMTO ASTM C90.

MS.04 ALL MORTAR SHALL CONFORM TO ASTM C270.

MS.05 ALL GROUT SHALL CONFORM TO ASTM C476.

MS.06 THE MINIMUM SPECIFIED NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY (F'M)SHALL BE 1500 PSI AND SHALL CONSIST OF THE FOLLOWING COMPONENTS:

CONCRETE MASONRY UNITS:2,150 PSI, MINIMUM NET AREA COMPRESSIVE STRENGTH

PORTLAND CEMENT MORTAR:TYPE N, 1,800 PSI, MINIMUM COMPRESSIVE STRENGTH

GROUT2,500 PSI, MINIMUM COMPRESSIVE STRENGTH

MS.07 ALL BAR REINFORCEMENT STEEL USED IN MASONRY SHALL BE HIGH STRENGTH NEW BILLETSTEEL CONFORMING TO ASTM A615, GRADE 60.

MS.08 THE MINIMUM CLEAR DISTANCE BETWEEN PARALLEL REINFORCEMENT BARS, EXCEPT INCOLUMNS, SHALL BE EQUAL TO THE GREATER OF THE NOMINAL DIAMETER OF THE BAR OR 1".

MS.09 VERTICAL REINFORCEMENT LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 48 BARDIAMETERS.

MS.10 ALL REINFORCEMENT BARS SHALL BE COMPLETELY EMBEDDED IN GROUT AND SHALL HAVEMASONRY COVERAGE NOT LESS THAN:

#6 BARS AND LARGER 2"#5 BARS AND SMALLER 1 1/2"

MS.11 PROVIDE SOLID GROUTED MASONRY UNITS THREE COURSES DEEP BY 32" WIDE MINIMUMUNDER ALL BEAM AND LINTEL BEARING POINTS, UNLESS NOTED OTHERWISE.

MS.12 VERTICAL CELLS TO BE FILLED WITH GROUT SHALL BE ALIGNED TO PROVIDE CONTINUOUS,UNOBSTRUCTED OPENING OF THE DIMENSIONS INDICATED. CELLS WHICH WILL CONTAIN VERTICALREINFORCEMENT SHALL HAVE A MINIMUM 2” CLEAR OPENING.

MS.13 GROUT FOR FILLING REINFORCED OR NON-REINFORCED CELLS SHALL BE PLACED IN MAXIMUM4’ LIFTS AND CONSOLIDATED IN PLACE BY VIBRATION OR OTHER METHODS WHICH INSURE COMPLETEFILLING OF THE CELLS. ALL CELLS CONTAINING REINFORCEMENT BARS OR ANCHOR BOLTS SHALL BEFULLY GROUTED.

MS.14 PROVIDE ADEQUATE TEMPORARY BRACING AS REQUIRED DURING CONSTRUCTION TOWITHSTAND LATERAL LOADS AND THE PRESSURES OF FLUID GROUT.

MS.15 HOLLOW UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICALFACE SHELLS. WEBS SHALL ALSO BE BEDDED WHERE THEY ARE ADJACENT TO CELLS TO BEREINFORCED OR FILLED WITH GROUT, IN THE STARTING COURSE ON FOOTINGS AND SOLID FOUNDATIONWALLS, AND IN NON-REINFORCED OR GROUTED PIERS, PILASTERS AND COLUMNS.

MS.16 SOLID MASONRY UNITS SHALL BE LAID WITH FULL HEAD AND BED JOINTS.

MS.17 PROVIDE CONTINUOUS GALVANIZED HORIZONTAL MASONRY LADDER TIE REINFORCEMENT AT16" ON CENTER, MINIMUM VERTICALLY, UNLESS NOTED OTHERWISE. DO NOT USE TRUSS TIEREINFORCEMENT.

MS.18 ALL ANCHOR BOLTS CAST INTO MASONRY UNITS SHALL CONFORM TO ASTM A 307. ALLADHESIVE, SLEEVE, OR EXPANSION ANCHORS INTO MASONRY SHALL BE MANUFACTURED BY HILTI ORAPPROVED EQUAL AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

MS.19 UNLESS NOTED OTHERWISE, REINFORCE ALL 6 INCH AND 8 INCH CMU WITH #5 @ 32" OC IN SOLIDGROUTED CELLS.

MS.20 AT WALLS TO BE SOLID GROUTED, THE OWNER’S TESTING AGENT SHALL INSPECT WALLREINFORCEMENT PLACEMENT PRIOR TO GROUTING.

STEEL DECK

SD.01 ALL DESIGN, DETAILING, FABRICATION AND ERECTION OF DECK UNITS SHALL. CONFORM TOTHE LATEST EDITIONS OF THE STEEL DECK INSTITUTE (SDI) SPECIFICATIONS FOR STEEL FLOOR DECKAND FOR STEEL ROOF DECK. DECK SECTION PROPERTIES SHALL. BE COMPUTED IN ACCORDANCEWITH AISI "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS” ANDHAVE MINIMUM DECK PROPERTIES AS FOLLOWS:

Ip In Sp Sn1 1/2" TYPE B ROOF DECK, 20GA. 0.210 0.210 0.232 0.2452" TYPE VLI COMPOSITE DECK, 20GA. 0.430 0.430 0.369 0.386

SD.02 ROOF DECK SHALL BE FABRICATED FROM STEEL CONFORMING TO ASTM A1008 WITH AMINIMUM YIELD STRENGTH OF 33,000 PSI. COMPOSITE AND NON-COMPOSITE FLOOR DECK SHALL BEFABRICATED FROM STEEL CONFORMING TO ASTM A653, STRUCTURAL QUALITY GRADE 33.

SD.03 ROOF DECK SHALL BE SHOP PAINTED WITH PHOSPHATE PAINT. FLOOR DECK SHALL BEGALVANIZED. GALVANIZING SHALL CONFORM TO ASTM A924, CLASS G60.

SD.04 THE DEPTH AND GAGE OF ALL DECK TYPES SHALL BE AS INDICATED ON THE DRAWINGS. ALLROOF DECK SHALL BE WIDE RIB.

SD.05 PROVIDE CONTINUOUS SHEET METAL CLOSURES AT ALL SLAB OPENINGS AND SLAB EDGESAND CONTINUOUS DECK CLOSURES AT ALL DECK ENDS. PROVIDE STEEL ANGLE OR BENT PLATECLOSURES AS INDICATED ON THE DRAWINGS.

SD.06 ROOF DECK SHALL BE WELDED AT EACH SUPPORT. PROVIDE SCREWED OR WELDED SIDELAPS. SIDE LAP WELDS SHALL BE EITHER A 5/8” PUDDLE WELD OR A 1/16" X 1 1/2" ARC SEAM WELD.SCREWS SHALL BE TEK SCREWS.

SD.07 PRIOR TO THE START OF ERECTION, A WELDING PROCEDURE SHALL BE ESTABLISHED FORTHE PLUG WELDING OF THE STEEL DECKING TO THE STRUCTURAL STEEL FOR THE PARTICULAR GAGEOF DECK USED. ALL WELDERS SHALL BE AWS CERTIFIED USING THIS PROCEDURE.

SD.08 ALL ROOF DECK SHALL BE FORMED WITH TELESCOPED ENDS TO LAP ENDS OF SHEETS AMINIMUM OF 2".

SD.09 PROVIDE CONTINUOUS RIDGE AND VALLEY PLATES, COLUMN CLOSURES, CANT STRIPS, SUMPPLATES AT PIPING PENETRATIONS AND RECESSED SUMP PANS AT ALL ROOF DRAINS AND ROOF VENTS,AS REQUIRED. PROVIDE SUPPLEMENTAL FRAMING AT OPENINGS AS SHOWN FOR THE SUPPORT OF THEMETAL DECK. ALL OPENINGS SHALL BE COORDINATED WITH THE ARCHITECTURAL, MECHANICAL,PLUMBING, AND ELECTRICAL DRAWINGS.

SD.10 STEEL DECKING SHOULD BE STORED OFF THE GROUND WITH ONE END ELEVATED TOPROVIDE DRAINAGE AND SHOULD BE PROTECTED FROM THE ELEMENTS WITH A WATERPROOFCOVERING VENTILATED TO AVOID CONDENSATION.

REINFORCEMENT STEEL

RS.01 ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED ANDSPACED IN FORMS, AND SECURED IN PLACE IN ACCORDANCE WITH PROCEDURES AND REQUIREMENTSOUTLINES IN THE LATEST EDITIONS OF THE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"(ACI 318) AND THE "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (ACI 315). AT EPOXY COATEDBARS, USE DIELECTRIC MATERIAL FOR BAR SUPPORTS AND NYLON COATED TIE WIRE.

RS.02 CHECKED SHOP DRAWINGS SHOWING REINFORCEMENT DETAILS, INCLUDING STEEL SIZES,SPACING, AND PLACEMENT SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION.

RS.03 ALL REINFORCEMENT STEEL SHALL BE HIGH STRENGTH NEW BILLET STEEL CONFORMING TO THELATEST EDITION OF ASTM A 615. GRADE 60.

RS.04 ALL WELDED WIRE FABRIC SHALL CONFORM TO LATEST EDITION OF ASTM A 185

RS.05 THE FOLLOW CLEAR COVER SHALL BE PROVIDED FOR REINFORCEMENT IN CAST-IN-PLACECONCRETE, UNLESS NOTED OTHERWISE:

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"

EXPOSED TO EARTH OR WEATHER:#6 THROUGH #18 BARS 2"#5 BARS, 5/8" DIA. WIRE AND SMALLER 1 1/2"

NOT EXPOSED TO WEATHER IN CONTACT WITH GROUND:SLABS & WALLS 3/4"

PIERS, COLUMNS, AND BEAMS:PRIMARY REINFORCEMENT, TIES, AND STIRRUPS 1 1/2"

RS.06 PROVIDE ADEQUATE BOLSTERS, HIGH CHAIRS, SUPPORT BARS, ETC. TO MAINTAIN SPECIFIEDCLEARANCES FOR THE ENTIRE LENGTH OF ALL REINFORCEMENT BARS. PROVIDE CONTINUOUS #4 SPACERBARS IN WALLS AND SLABS TO SUPPORT DOWELS, AS REQUIRED. WELDED WIRE FABRIC SHALL BESUPPORTED IN PROPER POSITION ON CHAIRS AND CARRIER BARS.

RS.07 ALL EMBEDMENT LENGTHS SHALL CONFORM TO THE LATEST EDITION OF ACI 318.

RS.08 ALL REINFORCEMENT SPLICES SHALL BE LAP SPLICED AND WIRED TOGETHER IN CONTACT. SPLICELENGTHS SHALL CONFORM TO THE LATEST ACI CRITERIA FOR SIZE AND TYPE OF REINFORCEMENT STEELAND CONCRETE COMPRESSIVE STRENGTHS SPECIFIED. UNLESS NOTED OTHERWISE, MINIMUM LAP SHALL BE40 BAR DIAMETERS.

RS.09 ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT SIDE AND END LAPSAND TIED SECURELY. PROVIDE ADDITIONAL REINFORCEMENT WHERE SHOWN ON THE DRAWINGS. PLACEMESH 1" FROM THE TOP OF SLABS. NO ELECTRICAL CONDUIT SHALL BE PLACED ABOVE WELDED WIREFABRIC SLABS.

RS.10 NO REINFORCEMENT STEEL SHALL BE WELDED IN ANYWAY UNLESS PRIOR WRITTEN APPROVAL ISGIVEN BY THE ARCHITECT.

RS.11 CORNER BARS SHALL BE PROVIDED AT WALL CORNERS EQUAL TO THE HORIZONTAL WALLREINFORCEMENT.

RS.12 ALL CONCRETE FORMED SLAB OR WALL OPENINGS SHALL BE REINFORCED WITH 2-#5 BARSPLACED ONE IN EACH FACE AT 45 DEGREES TO OPENING CORNERS.

RS.13 UNLESS NOTED OTHERWISE, ALL CONCRETE WORK SHALL CONTAIN AT LEAST MINIMUMREINFORCEMENT AS REQUIRED BY ACI 318.

EXCAVATION AND BACKFILL

EB.01 BEFORE ANY OTHER BUILDINGS OPERATIONS ARE STARTED, REMOVE ALL BITUMINOUS PAVEMENT,LOOSE GRAVEL, ABANDONED FOUNDATIONS, BLACK LOAM, ORGANIC MATERIAL, AND FILL ENCOUNTEREDWITHIN THE AREA TO BE OCCUPIED BY NEW CONSTRUCTION. NONE OF THIS MATERIAL OR OTHEREXCAVATED ON-SITE SOILS, WHICH ARE FOUND TO BE UNSUITABLE, SHALL BE USED FOR FILL WITHIN ORADJACENT TO THE BUILDING. STORE GRAVEL ON SITE FOR POTENTIAL REUSE.

EB.02 GENERAL MACHINE EXCAVATION FOR FOOTINGS SHALL STOP NOT LESS THAN 6" ABOVE SCHEDULEDELEVATIONS OF BOTTOMS OF FOOTINGS. FINAL EXCAVATION TO UNDISTURBED SOIL AT REQUIREDFOOTING ELEVATION SHALL BE DONE BY HAND NOT MORE THAN 48 HOURS BEFORE THE FOOTING IS PLACED.

EB.03 ALL NECESSARY CHANGES IN ELEVATION OF WALL FOOTINGS SHALL BE MADE IN STEPS OF NOTMORE THAN 2'-0" HIGH AND A MINIMUM OF 4'-0" APART, EXCEPT AS OTHERWISE DETAILED.

EB.04 AFTER EXCAVATING FOR ALL EARTH-SUPPORTED SLABS AND PRIOR TO PLACING FILL, THE EXPOSEDNATURAL SOIL SHALL BE COMPACTED TO 95% OF ASTM D-1557 (MODIFIED PROCTOR) MAXIMUM DENSITY ATOPTIMUM MOISTURE CONTENT.

EB.05 SEE GEOTECHNIC REPORT FOR FOUNDATION BACKFILL AND FILL REQUIRED TO ESTABLISH FINALSUB-GRADES. ALL EARTH-SUPPORTED SLABS SHALL HAVE AT LEAST 6" OF CA6 DIRECTLY BELOW THE SLABCOMPACTED TO 95% OF ASTM D-1557 (MODIFIED PROCTOR) MAXIMUM DENSITY AT OPTIMUM MOISTURECONTENT.

EB.06 BACKFILL PLACED DIRECTLY ADJACENT TO BASEMENT AND RETAINING WALLS SHALL BE CA6COMPACTED TO 95% OF ASTM D-1557 (MODIFIED PROCTOR) MAXIMUM DENSITY AT OPTIMUM MOISTURECONTENT. AT TOP OF BACKFILL, PROVIDE 1'-6" OF CA6 COMPACTED TO 95% OF ASTM D-1557 (MODIFIEDPROCTOR) MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT.

FIRE PROOFING

FP.01 SEE ARCHITECURE DRAWINGS AND PROJECT SPECIFICATIONS FOR PROJECT FIRE SEPARATIONREQUIREMENTS AND PROJECT FIREPROOFING REQUIREMENTS.

FP.02 EXISTING STRUCTURE INLCUDES CLAY TILE ELEMENTS WHICH PROVIDE REQUIRED FIREPROOFINGOF STRUCTURAL ELEMENTS. MAINTAIN EXISTING FIRE PROTECTION AND FIRE RATING AT EXISTING STEELSTRUCTURE .

FP.03 AT NEW ATTACHMENTS AND MODIFICATIONS TO EXISTING STRUCTURAL STEEL ELEMENTS, WHEREFIRE PROTECTION IS DISTURBED, PROVIDE SPRAY ON FIREPROOFING AS REQUIRED TO MAINTAIN SPECIFIEDFIRE RATING.

Structural Drawing List

S0.0 GENERAL NOTESS0.1 KEY PLANSS0.2 KEY PLANSS0.3 KEY PLANSS0.4 LINTEL KEY PLANS0.5 LINTEL KEY PLANS0.6 LINTEL KEY PLANS0.7 LINTEL KEY PLANS1.0 ELEVATOR PLANS, SECTIONS & DETAILSS1.1 PLANS, SECTIONS & DETAILSS2.0 AUDITORIUM PLANS, SECTIONS & DETAILSS2.1 AUDITORIUMS2.2 CHILLER ENCLOSURES3.0 LULA PLANS. SECTIONS & DETAILSS4.0 PLANS, SECTIONS & DETAILSS4.1 ROOF PART PLANS & SECTIONSS4.2 ROOF PLANS, SECTIONS & DETAILSS5.0 PLANS, SECTIONS & DETAILSS6.0 PLANS, SECTIONS & DETAILSS6.1 SECTIIONS AND DETAILS

S-ALT1 ALTERNATE STRUCTURAL DETAILS

CHICAGOPUBLICSCHOOLS

CPS

2013 KOO AND ASSOCIATES LTDC

DRAWING NO.

FILE:

JOB:

SCALE:

DRAWN BY:

REVISIONS

WARNING: ASBESTOS-CONTAINING BUILDING MATERIALS ARE ORMAY BE PRESENT IN THIS BUILDING. AN ASBESTOS MANAGEMENTPLAN IS AVAILABLE IN THE SCHOOL FOR REVIEW UPON REQUEST. NOPERSON MAY DISTURB ASBESTOS-CONTAINING MATERIALS UNLESSTHAT PERSON IS A LICENSED ASBESTOS WORKER OR CONDUCTSSUCH WORK IN ACCORDANCE WITH SPECIFICATIONS(S) CONTAINEDIN THE PROJECT DOCUMENTS AND IN COMPLIANCE WITH ILLINOISDEPARTMENT OF HEALTH RULES AND REGULATIONS.

CAPITAL IMPROVEMENT PROGRAMDEPARTMENT OF FACILITIES

Goodfriend Magruder Structure LLC53 W Jackson Blvd, Suite 352Chicago IL 60604312 265 2645www.gmstructure.com

Structural Design and Engineering

KOO AND ASSOCIATES LTD53 W JACKSON BLVD STE 215CHICAGO IL 60604312- 235-0920 PH

KJWW231 S. LaSalle St., Suite 600Chicago IL 60604312 294 0501www.kjww.com

PROJECT NO. 2014-24121-CSP

LAFAYETTE SCHOOL

2714 W. AUGUSTA BLVD.CHICAGO, ILLINOIS 60622

NORTH

Terra Engineering Ltd.225 W Ohio St.Chicago, IL 60654312 467-0123www.terraengineering.com

2/26

/201

4 1:

58:1

5 P

M

S0.0

GENERAL NOTES

Author

NO DATE DESCRIPTION1 02/06/14 BID AND PERMIT2 02/19/14 ISSUED FOR PERMIT3 02/26/14 ADDENDUM #4

3

CLASSROOM102

CLASSROOM104

CLASSROOM101

CLASSROOM103

OFFICES105

MAINOFFICE107

ADJACENTOFFICE109

CLASSROOM106

CLASSROOM110

TEACHER'SLOUNGE108

CLASSROOM111

CLASSROOM113

CLASSROOM115

CLASSROOM112

CLASSROOM117

CLASSROOM119

CLASSROOM121

CLASSROOM123

CLASSROOM125

CLASSROOM120

STORAGE120C

STORAGE120B

TOILETROOM120A

STAIRWELL7A

STAIRWELL2

STAIRWELL2A

STAIRWELL3

STAIRWELL5

STAIRWELL5A

STAIRWELL6

CORRIDORC-1

CORRIDORC-1

CORRIDORC-1

CORRIDORC-1

CORRIDORC-1

CORRIDORC-1

ASHROOM004L

LADDER UPMECH RM

01

09

10

18

19

27

BCDEFGHIJKLM AN

UP

UP

UP

UPUP

D

W

UP

EXST. V.I.F.

1:7 SLOPEEXST. V.I.F.1:8 SLOPE

EXST. V.I.F.

UP

UP

UPUP

UP

UP

UP

UP

DAYCARE025

DAYCARE019

LUNCHROOM002

LUNCHROOM001

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

8'-6" VIF

10'-11" VIF

DN

UP

DNUP

DN

DNUP

UP

DN

UP

DN

CLASSROOM102

CLASSROOM104

CLASSROOM101

CLASSROOM103

OFFICES105

MAINOFFICE107

ADJACENTOFFICE109

CLASSROOM106

CLASSROOM110

TEACHER'SLOUNGE108

CLASSROOM111

CLASSROOM113

CLASSROOM115

CLASSROOM112

CLASSROOM117

CLASSROOM119

CLASSROOM121

CLASSROOM123

CLASSROOM125

CLASSROOM120

STORAGE120C

STORAGE120B

TOILETROOM120A

STAIRWELL7A

STAIRWELL2

STAIRWELL2A

STAIRWELL3

STAIRWELL5

STAIRWELL5A

STAIRWELL6

CORRIDORC-1

CORRIDORC-1

CORRIDORC-1

CORRIDORC-1

CORRIDORC-1

CORRIDORC-1

UPPERCOAL ROOM

004L

LADDER TOMECH RM

UP

SLOPE 5%UP

SLOPE 5%

36"

48"

36"

48"

1'-0"

1'-6"MIN

1'-6"MIN

1'-6"

MIN

1'-6"

MIN

1'-6"

MIN

ADA

2' x 2'

TABLE9' x 4'

10 CHAIRS

ADMINISTRATIVEMANAGER

ADMINISTRATIVEASSISTANT

ADMINISTRATIVEASSISTANT

ADMISSIONSASSISTANT

ADMISSIONSASSISTANT

ADMISSIONSMANAGER

INSTRUCTIONALCOACH

INSTRUCTIONALCOACH

FRESHMANACADEMYLEADER

GUIDANCECOUNSELOR

POST SECONDARYCOUNSELOR

CASEMANAGER

DEAN OFSTUDENTS

102A

101A

105A

106A

108A

107A 109A

110A

112A

112B

111A

113A 115A

117A

119A

120B

121

120A

123A

CL-1B

126A

125A

127A

104CL-1A

103A

102B

101B

103B

106B

106C

106D

108B

105B

105C

105D

105E

107B

107C

110B

109B

109C

111B

111C

111D

112C

112D

112E

113B

113C

113D

115C

115B

115D

117B

117C

117D

119B

123B

125B

GT-1

120C 120D 120E

C-1A

C-1B

C-1C C-1D

107D

E.WD

RT

E.WD

RT

E.WD

RT

E.WD

RT RT

TILEE.AC

RT

RT

RT

RT

RT

WD

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

RT

E.AC

RT

TILE RT

RT

E.WD

RT

E.WD

RT

E.WD

E.AC

RT

E.AC

RT

E.VCT

RT

RT

RT

CONFERENCEROOM109A

RECEPTIONAREA107A

CLASSROOM125

LARGEENSEMBLE

121

STORAGE120B

VISUAL ARTSOFFICE120A

GALLERY120

CLASSROOM117

STORAGE120C

PRINCIPAL'SOFFICE109B

ASSISTANTPRINCIPAL

109C

CLASSROOM103

CLASSROOM101

BOY'STOILET RM.

CLASSROOM106

TEACHER'SLOUNGE108

CLASSROOM110

CLASSROOM111

CLASSROOM112

CLASSROOM113

CLASSROOM115

CLASSROOM119

GIRL'STOILET RM.

CLASSROOM102

CLASSROOM104

OFFICES107B

OFFICES105

TOILETROOM108B

ADA

ADA

ADA

ADA

ADAADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADAADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

48"

48"

48"

48"

HS

SE

LEC

T.

S

01

09

10

18

19

27

BCDEFGHIJKLM AN

UP

UP

UP

UPUP

D

W

UP

EXST. V.I.F.

1:7 SLOPEEXST. V.I.F.1:8 SLOPE

EXST. V.I.F.

UP

UP

UPUP

UP

UP

UP

UP

DAYCARE025

DAYCARE019

LUNCHROOM002

LUNCHROOM001

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

12

12

A A

P P

C

6

S1.0E

2S2.1

1

1

S6.0F

S6.0D2BOILER ROOM ROOF

12

12

A A

P P

C

6

S1.0D

S2.0A

S2.2A

1

1

S6.0B

S6.0C

S6.0E

S4.04

S6.0G

S6.04

S6.0J

S1.1B

S6.0H

S-ALT1A


CPS


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LAFAYETTE SCHOOL


NORTH


2/26

/201

4 1:

58:3

8 P

M

S0.1

KEY PLANS

Author

SCALE: 1/32" = 1'-0" B KEY PLAN FIRST FLOORSCALE: 1/32" = 1'-0" A KEY PLAN GROUND FLOOR

NO DATE DESCRIPTION1 02/06/14 BID AND PERMIT2 02/19/14 ISSUED FOR PERMIT3 02/25/14 ADDENDUM #34 02/26/14 ADDENDUM #4

3

4

1S1.0

+/-

3' -

8"

NOT VERIFIED3' - 8"

1' -

0"

NEW CONCRETEFOUNDATION

8S1.0

L

8

5" INFILL SLAB

CAVITY WALL wBRICK VENEERABOVESEE ARCH

ELEV PITSEE ARCH

3S1.1

8' - 4"6'

- 3"

+/-

2'-8

"

+/-

1'-5

"

1S1.0

8S1.0 NEW 8" CMU

ALL-AROUND TYP

CAVITY WALL wBRICK VENEERSEE ARCH

3S1.0

3S1.0

L

8

5" INFILL SLAB

8' - 4"

6' -

3"

L3.5x3.5x5/16

+/-

2'-8

"

+/-

1'-5

"

1S1.0

8S1.0

L

8

5" INFILL SLAB

8' - 4"

6' -

3"

L3.5x3.5x5/16

+/-

2'-8

"

+/-

1'-5

"

1S1.0

8S1.0

L

8

5" INFILL SLAB

8' - 4"

6' -

3"

6S1.0

L3.5x3.5x5/16

TYP

L1-

L3

1S1.0

8S1.0

5" INFILL SLAB

HOIST BEAM BELOW

8"+4" BRICK

L

8

W8X35

11S5.0

L4X4X3/8

L4X4X3/8L4X4

X3/8

L4X4

X3/8

8' - 4"

6' -

3"

S1.02

6' - 3"

HOIST BEAM

NEW ROOF DECK3" CONCRETE ON 2" DECKINFILL SLAB PER 3/S5.0

NEW 5" INFILL SLAB

NEW 5" INFILL SLAB

NEW 5" INFILL SLAB

NEW 5" INFILL SLAB

NEW 8" CMU WALLw/ #5@24" VERT INSOLID GROUTEDCELLS, TYP. SEE ARCHFOR ADD'L WALLINFORMATION

W8x21 LINTEL+ 3/8" PL




8" DEEP BONDBM LINTEL w/(2)#5 CONTTYP

BOND BMLINTEL

BOND BMLINTEL

BOND BMLINTEL

L

4" BRICK ON 8" CMUSEE ARCH

S1.04

FIELD VERIFY EXTENT OF EXTGFOUNDATIONS AT ELEVATORPRIOR TO CONSTRUCTION.NOTIFY ARCHITECT OF ANYDISCREPENCIES

TYP

T/CONC ROOF LEVEL

SEE ARCH

T/WALL

SEE ARCH

THIRD FLOOR

SEE ARCH

SECOND FLOOR

SEE ARCH

FIRST FLOOR

SEE ARCH

GROUND FLOOR

EL 0'-0"

T/PIT SLAB

EL -5'-6"

+/-3' - 8"

+/-2' - 8"

+/-1' - 8"

+/-6"

+/-6"

+/-

1' -

2"

1' -

0"

EXTG MASONRY BEARING WALL

EXTG FOUNDATION WALL

EXTG FOUNDATION

PIT6' - 3"

1' - 2"

3"

DRILL IN DOWELS#5@12". USE HILTIHIT-RE500 ADHESIVETYP.

#5@9 EA WAYTBOTTOM

(2) #5 T & B

#5 @16"HORZ & VERT

DOWELS TO MATCHCMU VERT.

L

T/PIT

CONTINUOUS2x4 KEYWAY, TYP

18"x18" SUMPPIT 18" DEEP

#4 @12 EACHWAY BOTTOM

CONTINUOUS2x4 KEYWAY, TYP

SUMP PIT

#5 @16"HORZ & VERT

FIELD VERIFY EXTENT OF EXTGFOUNDATIONS AT ELEVATORPRIOR TO CONSTRUCTION.NOTIFY ARCHITECT OF ANYDISCREPENCIES

2S1.1

S1.13

UNDERPINNING 8" 2'-0"

#5@12" O.C.EA WAY TOP

8"

GROUND FLOOR

EL 0'-0"

T/PIT SLAB

EL -5'-6"

EXTG S.O.G.VIF

8" 1'-6"

6"

#5 CONT

DRILL IN DOWELS#5@12". USE HILTI HIT-RE500 ADHESIVETYP.

SEE GENERAL NOTES & GEOTECHREPORT FOR BACKFILL &COMPACTION REQIREMENTS

2'-0

"2'

-0"

2'-0

"2'

-0"

2"DRILL IN DOWELS#4@12" w/STD HKUSE HILTI HIT-RE500ADHESIVE

8"

W8x21

W8x21

W8x21

W8x21

8

T/CONC ROOF LEVEL

SEE ARCH

T/WALL

SEE ARCH

S1.05

THIRD FLOOR

SEE ARCH

SECOND FLOOR

SEE ARCH

FIRST FLOOR

SEE ARCH

GROUND FLOOR

EL 0'-0"

T/PIT SLAB

EL -5'-6"

SEE ARCH3'-11" TYP

OPNG IN NEWCMU WALL, TYP

OPNG IN EXTGMASONRYWALL, TYP

SEE ARCHFOR INFILL ATEXTGWINDOWS

SEE ARCH8'-8" TYP

JOINT AT NEW CMU / EXTGMASONRY: PROVDE 1/2"BACKER ROD ANDELASTOMERIC SEALANT, TYP.

CONNECT ANGLE TO EXTGMASONRY @24" O.C. w/ 5/8" x8" LONG HILTI HAS-E RODSw/ NUT & WASHER. USE HIT-20 ADHESIVE

EXTG MASONRYWALL

NEW GALVANIZEDLATERAL SUPPORTANGLE L4x4x3/8 INGROUTED CMUCELLS

NEW CMU WALL

L

BOND BEAM LINTEL

BOND BEAM w/ (2)#5EXTEND REINF 24"BEYOND OPENING

WALL VERTREINF. INGROUTED CELLS

8" NOM. CMU.

T/CONC

SEE ARCH

L4X4X3/8

5/8' DIA EXPANANCHORS AT 24" O.C.w/3-3/8" EMBED

5" INFILL SLABPER3/S5.0

TYP ALL-AROUND ELEVATOR

8" CMU + 4" BRICKVENEER. SEE ARCH

L

EXTGMASONRYWALL

NEW CMU WALL

1' - 5" +/-

MIN3"

3"2"

NEW INFILL SLABEXTG FLOORSLAB

DECK SUPPORT ANGLEBEYOND w/(2) 5/8" DIAEXPAN ANCHORS @18"O.C. EMBED 3-3/8"

#4@12@ DOOR OPNG8"

1' -

0"

DECK BEARINGON EXTG WALL

8"DRILL#4@12INSTALL w/HILTI HIT HY-70ADHESIVE

4

PLAN VIEW

L4x4

HAS ROD

SLOT END OFCMU WALLGROUT SOLID


CPS


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2/26

/201

4 1:

58:4

8 P

M

S1.0

ELEVATOR PLANS,SECTIONS & DETAILS

Author

SCALE: 1/4" = 1'-0" E ELEV PART PLAN - GROUNDSCALE: 1/4" = 1'-0" D ELEV PART PLAN - 1ST

SCALE: 1/4" = 1'-0" C ELEV PART PLAN - 2NDSCALE: 1/4" = 1'-0" B ELEV PART PLAN - 3RD

SCALE: 1/4" = 1'-0" A ELEV PART PLAN - ROOF

SCALE: 3/16" = 1'-0" 1 ELEVATOR SECTION

SCALE: 1/2" = 1'-0" 2 SECTION AT ELEV PIT

SCALE: 3/16" = 1'-0" 8 ELEVATOR SECTION

SCALE: 1/2" = 1'-0" 3 CONN TO EXTG WALL

SCALE: 3/4" = 1'-0" 4 BOND BEAM SECTION

SCALE: 1" = 1'-0" 5 TYP DECK SUPPORT

SCALE: 3/4" = 1'-0" 6 TYP THRESHOLD SECTION L1-L3

3 3 3 3


3

4

IN E

X TG

WAL

L

4' -

0" N

EW O

PNG

PIT SLAB1

S3.0

EXTG CEILINGFRAMINGFIELD VERIFYELEVATION

C8X11.5

C10X15.3

C8X

11.5

W8X

35

CONN TO EXTGMASONRY WALL10/S5.0

CONN TO EXTGMASONRY WALL 10/S5.0

NEW 4"CONCRETE ONEXTG WALL

2S3.0

A

B

9 10

EXTG SECONDFLOORSTRUCTURE

19' - 7"

11' -

9 1

/2"

6'-8 1/2"

5'-9

"1'

-0 5

/8"

C10X15.3

L4X4

X3/8

4

10S4.2

1S3.0

W8x

35 L

INTE

L A

BO

VE

EX

LIN

TEL

ABO

VE

NEW OPNG INGYM LEVEL

FLOOR

EXTG STAIR

W8X

35

EX I10X25

EX C10X15

EX I15X42

2S3.0

NEW OPNGA

B

9 10

EXTG GYM FLOORSTRUCTURE

19' - 7"

11' -

9 1

/2"

NEW 5"INFILL SLAB

L4X

4X3/

8

L3x3x3/8

EXTG TIE RODS WALL BELOW

BM POCKET ATEXTG WALL 10/S5.0

+C8x11.5

6'-8 1/2"

5'-9

"

BM POCKET ATEXTG WALL10/S5.0 FOR C8

BM POCKET AT EXTGWALL 10/S5.0 FOR C8

10S4.2

1'-0

"

1'-6"

L4X4

X3/8

AT L4x4PROVIDE 1/2" DIA HLCSLEEVE ANCHORS @8" O.C. w/ 1-1/2"EMBEDMENT INTOSOLID MASONRY

1S3.0

EXTG STAIR

EX

LIN

TEL

ABO

VE

NEW FLOOR OPNG

EXTG 13" TILE ARCHES ATGYM FLOOR LEVEL DECK

EX

C9X

13.4

EX I10X25

EX I15X42

EX C10X15

EX I5X9.75

EX I10X25

EXTENT OF DEMO8' - 3 1/4"

EXTE

NT

OF

DEM

O7'

- 5

1/4"

+/-

EXTGFLOOROPNG

2S3.0

A

B

9 10

EXTG GYM FLOORSTRUCTURE

19' - 7"

11' -

9 1

/2"

DEM

O3'

-10"

+/-

DEMO1'-6" DENO EXTG 13" DECK

FOR NEW OPNG.

EXTG MASONRY WALLBELOW

EXTG TIE RODS

+/-1'-5"

+/-1'-9"

1'-5

" +/-

7'-8

" +/-

+/-

1'-5

"

NEWSTEELLINTEL

EXTG 13' CLAY TILEARCH AT GYM LEVEL

CONNECT EXTG I-SECTION TONEW WF. REMOVE FIREPROFFINGTO ENSURE BEARING OF EXTGSTEEL ON NEW STEEL

EXTG CEILING FRAMINGFIELD VERIFY ELEVATIONAND CLEARANCE

NEW CONCRETEON STEEL DECK3A/S5.0

EXTG 11" CLAY TILE DECK

NEW STEELDECK SUPPORT

1' -

2"5" EXTG MASONRY

WALL

EXTG CEILING HANGER

EX I10X25

W8X35C8X11.5

NEW 8" CMU w/ #4@32" VERT

10

GYM FLOOR LEVEL

2ND FLOOR LEVEL

1/2" DIA HLC SLEEVE ANCHORS@8" O.C., STAGGERED, w/ 1-1/2"EMBEDDMENT INTO SOLIDMASONRY (MIN 10 ANCHORS)

DRILL IN DOWELS#4@12"w/ 8" HOOKS.USE HILTI HIT-RE500ADHESIVE1/2" DIA HLC SLEEVE

ANCHORS @16 O.C. w/ 1-1/2"EMBEDDMENT INTO SOLIDGROUTED CMU

L4X4X3/8

CO

OR

D w

/ LU

LA7'

-4" C

LR

CO

OR

D w

/ LU

LA7'

-4" C

LR

NEW BOND BEAMLINTEL w/(2)#5

3"

W8X35

NEW BOND BEAMLINTEL w/(2)#5

CEILING LEVEL3"

CLA

Y TI

LE1'

-0"

6'-8 1/2"

EXTG WALL1'-5" +/-

W10X19

L4X4X3/8L6X6X3/8

CONT BOND BEAM w/(2)#5 ALL-AROUND

1/4 3"@12"TYP

@4@12" @ DOORWAY

8'-10" +/-

FILL VOID w/ GROUT

S3.04

6"

4EXTG CEILING FRAMINGFIELD VERIFY ELEVATIONAND CLEARANCE

NEW CONCRETEON STEEL DECK

EXTG MASONRY WALL

C10X15.3 C8X11.5

C8X11.5

EX I15X42

A

GYM FLOOR LEVEL

2ND FLOOR LEVEL

CL OF EXTG I157'-8" +/-

+/-1'-5"

1/2" DIA HLC SLEEVE ANCHORS @12" O.C. w/ 1-1/2" EMBEDDMENTINTO SOLID MASONRY

C10X15.3

1/4 3"@12"TYP

1/4 3"@12"

5'-9"

CEILING LEVEL

L4X4X3/8EX I10X25 L4X4X3/8

1/4 3"@12"TYP

C8X11.5

7'-5 1/4"

1S3.0

2S3.0

EXTG SUSPENDEDCEILING FRAMING. FIELDVERIFY ELEVATION

EXTG CEILINGHANGER RODS

EXTENT OF DEMO

EXTE

NT

OF

DEM

O

A

B

9 10

EXTGSECONDFLOORSTRUCTURE

19' - 7"

11' -

9 1

/2"

+/-

1'-5

"

+/-

1'-5

"

1'-5" +/-

+/-

1'-5

"

+/-1'-9"

10S4.2

1S3.0

2S3.0

A

B

9 10

5'-2

" +/-

5'-1

1" +

/-

EX I10X25

EX I10X25

EX C10X15

W10

X19

L4X4

X3/8

L4X4X3/8

TYP. 2 SIDES

EXTG MASONRY WALLBELOW EXTG MASONRY WALL

ABOVE

EXTG 12" TILE ARCHES

19' - 7"

11' -

9 1

/2"

PRESERVEINTACT EXTG TIERODS

3S3.0

EX

I10X

25

8'-10" +/-

6'-8 1/2"5'

-9"

C8X11.5

+/-4"

+/-1'-1"

CONN TO WALLPER 10/S5.0

5" DECK3" COMP. STEEL DECK:VULCRAFT VLI 2.0, MIN 20 GA,OR APPROVED EQUIVALENT

4S3.0

CMU BRACEANGLE, TYPL6x4x5/16 LLH(8X)

TYP1'-0"

TYP.1'-4"

L4X4X3/8

5S3.0

6S3.0

7S3.0

BM POCKET ATEXTG WALL10/S5.0 FOR C8

8S3.0

3/163/16

3 SIDES TYP

3/8' THK FITTED STIFFPLATE @I10

5/16L6X6X3/8

W10X19EX I10X25

PROVIDE STEEL SHIMS ATEX I10 TO ENSUREBEARING ON L6x6 ANDTACK WELD IN PLACE

1/4 12"

REMOVE FIREPROFFING TOENSURE BEARING OF EXTGSTEEL ON NEW STEEL

3"

A

B

9 10

5'-2

" +/-

5'-1

1" +

/-

EX I10X25

EX I10X25

EX C10X15


EXTG MASONRY WALLABOVE

EXTG 12" TILE ARCHES

19' - 7"

11' -

9 1

/2"

DO NOT CUT TIERODS OUTSIDEOF DEMOREGION, TYP.

EX

I10X

25

DEMO8'-10" +/-

DEM

O11

'-1" +

/-

SAW-CUT AND REMOVE EXTGSLAB - DO NOT REMOVE TIERODS UNTIL NEW FRAMING IS INPLACE

+/-4"

+/-1'-1"

REINFORCMENT:WWF 6x6-W1.4xW1.4

3" COMPOSITE STEEL DECK:VULCRAFT VLI 3.0, MIN 20 GA,OR APPROVED EQUIVALENT

NWT CONCRETE,TYP.

EXTG MASONRY WALL

WELD DECK TO SUPPORTSw/ 5/8" DIA. PUDDLE WELDS@ 12" O.C.

DECK SUPPORTANGLE L4x4

1/2" DIA HLC SLEEVEANCHORS @8" O.C. w/1-1/2" EMBEDMENTINTO SOLID MASONRY,TYP

5"

CONT BOND BEAM w/(2)#5 ALL-AROUND

L6x4x5/16 LLHx12" LONG -SEE PLAN

(3) 3/8" DIA EXPANANCHORS AT 8'" O.C.w/2-1/2" EMBED, TYPHILTI KWIK-BOLT3

3 3/8"

COORD LOCATION w/DECK RIBS

PROVIDE VERTSLOT IN ANGLEVERT LEG

EX C10X15

W10X19

L4x4x3/8 x 8" LONGFOR EXTG C10 CONN

1/4

REMOVE FIREPROFFINGTO ENSURE BEARINGOF EXTG STEEL ONNEW STEEL

COPE BEAM

1/43 SIDES

EX I10X25

C8X11.5

WF

(2)3/8" FITTEDCONN PLs

4"

1/4TYP

1/4 3"@12"1/4 3"@12"

EX I10X25 EX I10X25

5/8" x 4" CONN.PLATE

6"

3/16

3/16

(2)L4x4x1/4

3/16

3/16


CPS


DRAWING NO.

FILE:

JOB:

SCALE:

DRAWN BY:

REVISIONS








LAFAYETTE SCHOOL


NORTH


2/26

/201

4 1:

58:5

1 P

M

S3.0

LULA PLANS.SECTIONS &

DETAILS

Author

SCALE: 1/4" = 1'-0" A2 SECOND FLOOR LEVEL AT LULASCALE: 1/4" = 1'-0" B2 GYM FLOOR LEVEL AT LULA

SCALE: 1/4" = 1'-0" B1 DEMO PLAN - GYM FLOOR AT LULA

SCALE: 3/8" = 1'-0" 1 SECTION AT LULA - EWSCALE: 3/8" = 1'-0" 2 SECTION AT LULA - NS

SCALE: 1/4" = 1'-0" A1 DEMO PLAN -SECOND FLOOR AT LULA

SCALE: 1/4" = 1'-0" C2 LULA CAP - THIRD FLOOR LEVEL

SCALE: 1" = 1'-0" 3 CONN DETAIL @ EXTG BM

SCALE: 1/4" = 1'-0" C1 DEMO PLAN - LULA CAP


SCALE: 1" = 1'-0" 4 INFILL SECTION

SCALE: 1" = 1'-0" 5 CMU BRACE

SCALE: 1" = 1'-0" 6 EX CHANNEL CONN

3

SCALE: 1" = 1'-0" 7 CONN DETAIL

SCALE: 1" = 1'-0" 8 CONN DETAIL

C8

4

4

4

4

1S4.1

NEWSUPPLYOPNG

NEWRETURNOPNG

EXTG 12" THICK CLAYTILE ROOF DECK

EXTG TIE RODS

NEW 5" INFILL SLABPER 5/S3.0FLUSH TOP w EXTGROOF DECK

C10

X15

.3

C10

X15

.3

L4X4X3/8

L4X4

X3/8

EX I10X25

EX I10X25

EX

C6

X8

SEE MEP & ARCH DWGSNEW RTU#1

SEE

MEP

& A

RC

H D

WG

S

NEW

RTU

#1

EX I10X25

9 10

RTU#14140LBS

V.I.F.19' - 7" +/-

EXTG SKYLIGHT OPENING15' - 0" +/-

EXTG MASONRYWALL

EX7I 15

EX7I 15

EX7I 15

C10X15.3

EX

I12

X31

.5E

X I1

2 X

31.5

9'-0

" +/-

11S4.2

C10

X15

.3

C10

X15

.3

C10

X15

.3

L4X4X3/8

ALIGN RTU w/WALL BELOW

3 4

5' -

3" +

/- V.

I.F.

5' -

3" +

/- V.

I.F.

5' -

3" +

/- V.

I.F.

EX I8 18

EX I8 18

EX I8 18

2S4.1

EXTG TIE RODS

RTU#2 2494 LBS

EXTG 10" CLAY TILE

C10

X15

.3

C10

X15

.3

5S4.1

NEW 5" INFILLSLAB PER 3/S5.0

C10

X15

.3

C10

X15

.3

L4X4X3/8

C10

X15

.3

C10

X15

.3

L4X4X3/8C10

X15

.3

C10

X15

.3

w/ MEP3'-2" CORRD

L4X4X3/8

L4X4X3/8

L4X4X3/8

7S4.1

8S4.1

RTU-2

RTU

-2

L

M

9

RTU#41017 LBS

EXTG MASONRY WALLBELOW (AT ATTIC LEVEL)

W10

X22

NEW DUCTOPNGS

3S4.1

5S4.2

EXTG ROOF FRAMING: 2X10@16" O.C.NOTE EXTG ROOF JOIST LOCATIONSARE APPROXIMATE. VERIFY IN FIELD

W10

X22

W10X22

W10X22

5" INFILL SLAB

C10

X15

.3

REQUIREMENTS8'-4" +/- COORD w/ RTU

10S5.0

CO

OR

D w

/ RTU

REQ

UIR

E MEN

TS

13' -

4" +

/-

C10X15.3

C10X15.3 HSS4X4X

5/16

HSS4X4X

5/16

CONN C10 TO W10PER 7/S4.2 EA END

C8X11.5

C8X

11.5

CO

OR

D w

/ MEP

5'-0

" +/-

RTU

K1K1K1

K1

KICKER PER6/S4.1 (4X)

L

M

6

RTU#33085LBS

4S4.1

HSS4X4X

5/16


EXTG WOODROOF TRUSS

EXTG WOOD DECK ON EXTG ROOFFRAMING : 2X10@16" O.C. +/-NOTE EXTG ROOF JOIST LOCATIONSARE APPROXIMATE. VERIFY IN FIELD

NEW DUCT OPNGS

EX ROOF 1893


EXTG WOODROOF TRUSS

HSS4X4X

5/16HSS4X4X5/16

HSS4X4X5/16

W12

X26

W12

X26

C10X15.3

C10X15.3

C10X15.3

C10X15.3

W10X22

5" INFILL SLAB

6S4.1 W10X22

9S4.1

(2) 2

x12

(2) 2

x12

RTU-3

RTU

-3

K1 K1

K1 K1

K1 K1

K1K1

EXTG ROOF DECK

RTU#1SEE ARCH &MEP DWGS

RTU CURBSEE M/E/P DWGS

11S4.2

C10 EXI10EXI10

1/4

(2)L4x4x5/16, TYP

L4X4X3/8

RTU#22494 LBS

L4X4X3/8

EXTG ROOF


L4X4X3/8L4X4X3/8 L4X4X3/8

3/16TYP

EXTG 2X WOODROOF JOISTS

RTU#41017 LBS

BOLT NEW 2X12 TOSTEEL BM w/5/8" DIAA325 BOLTS @ 24" OC

W10X22

C10X15.3 W10X22W10X22

5" INFILL SLAB EXTG ROOF

2X WOODBLOCKING

2x12


2x12

NAIL DECK TOJOIST w/10d NAILS@4" O.C, MIN 1-5/8"PENETRATION, TYP

6

RTU#33085#

EXTG ROOF

EXTG 2X WOODROOF JOISTS

BOLT NEW 2X12 TOSTEEL BM w/5/8" DIAA325 BOLTS @ 24" OC

2X WOODBLOCKING


W12X26W12X26 (2) 2x12(2) 2x12

2S4.1

RTU#22494 LBS

C10X15.3C10X15.3 C10X15.3 C10X15.3

REQUIREMENTSCOORD w/RTU

S4.18

TYP

3 4

2S4.1

5S4.1

5' -

3" +

/- V.

I.F.

5' -

3" +

/- V.

I.F.

5' -

3" +

/- V.

I.F.

EX I8 18

EX I8 18

EX I8 18

EXTG TIE RODS

EXTG 10" CLAY TILE

16' - 10 1/2"

TIE ROD CONNPER 9/S5.0

TIE ROD CONNPER 9/S5.0

SAW-CUT ANDREMOVE EXTG SLAB -DO NOT REMOVE TIERODS UNTIL NEWFRAMING IS IN PLACE

MAINTAIN INTACTEXTG I-BEAMS

MAINTAIN INTACTEXTG I-BEAMS

w/ MEP3'-2" COORD

DO NOT CUT TIERODS OUTSIDEOF DEMOREGION, TYP.

9 10

EXTG 12" THICK CLAYTILE ROOF DECK

EXTG TIE RODS

EX I10X25

EX I10X25

EX

C6

X8

EX I10X25

V.I.F.19' - 7" +/-

EXTG SKYLIGHT OPENING15' - 0" +/-

EX7I 15

EX7I 15

EX7I 154' -

1" +

/-9'

- 0"

+/-

6' -

0 1/

2" +

/-

EX

I12

X31

.5E

X I1

2 X

31.5

EXTG MASONRYWALL

EXTG SKYLIGHTINFILL TO BEREMOVED

8'-0

" +/-

EX I10X25

11S4.2

9'-0

" +/-

DEM

O

17'-5" +/- DEMO

6

KICKER "K1"L4x4x5/16 BRACE, TYP ATEA POST, 2 SIDES @ EAPOST

3/8" CONN PL 6"x6", TYP

CONN . PER 5/S4.2

EXTG WALL BELOW

RTU#3

3/16

3/16TYP

3/16TYP

CONN W10 TOW12 PER 7/S4.2

W10X22

W12X26

HSS4X4X

5/16

CONN W12 POSTPER 8/S4.2

C10X15.3C10X15.3

EX I8 18

5/8" CONN. PLATE10" WIDE, TYP

(2)L4x4x5/16

1'-0

"

(2)L4x4x5/16

3/16

3/16TYP

3/16

3/16TYP3/16

3/163 SIDES, TYP

EX I8 18

1/4

CONN. ANGLE(2) L4x4x5/16 x 12"LONG

SHIM C10 TIGHTTO UNDERSIDEOF EXTG DECK

EXTG ROOFDECK

L4X4X3/8

C10X15.3

2"

NEW INFILLSLAB

3/8"x4"x4" CONN PLATE w/ 5/8"DIA EXPANSION ANCHOR, TYP@ C10 MIDSPAN

C10X15.3

GROUT SOLIDAT ANCHOR, TYP

4 1/

8"

8A 8B

LM

RTU#33085#

RTU CURBSEE M/E/PDWGS

W10X22 C10X15.3 C10X15.3 C10X15.3C10X15.3

W10X22EXTG TIMBERROOF TRUSS

EXTG ROOF DECK

CANT DECKPROVIDE DECKCLOSURE


CPS


DRAWING NO.

FILE:

JOB:

SCALE:

DRAWN BY:

REVISIONS








LAFAYETTE SCHOOL


NORTH


2/26

/201

4 1:

58:5

5 P

M

S4.1

ROOF PART PLANS &SECTIONS

Author

SCALE: 1/4" = 1'-0" A-2 ROOF PART PLAN AT RTU#1

SCALE: 1/4" = 1'-0" B-2 ROOF PART PLAN AT RTU#2

SCALE: 1/4" = 1'-0" D ROOF PART PLAN AT RTU#4

SCALE: 1/4" = 1'-0" C ROOF PART PLAN AT RTU#3

SCALE: 3/8" = 1'-0" 1 SECTION AT RTU#1 - NS

SCALE: 3/8" = 1'-0" 2 SECTION AT RTU#2 - NS

SCALE: 3/8" = 1'-0" 3 SECTION AT RTU#4 - EW


SCALE: 3/8" = 1'-0" 5 SECTION AT RTU#2 - EWSCALE: 1/4" = 1'-0" B-1 ROOF DEMO PLAN AT RTU#2

SCALE: 1/4" = 1'-0" A-1 ROOF DEMO PART PLAN AT RTU#1

SCALE: 1/2" = 1'-0" 6 SECTION AT RTU#3

SCALE: 1" = 1'-0" 7 CONNX DETAIL @ NEW/EXTGSCALE: 1" = 1'-0" 8 CONNX DETAIL @ INFILL

SCALE: 3/8" = 1'-0" 9 SECTION AR RTU#3 -NS

33

3

3

33

3


4

4

4

4

4

G

9 10

NEW 5"INFILL SLABPER 3/S5.0

PRESERVEINTACTEXTG TIERODS

EX

C6

X8

EX

C6

X8

EX I12 X31.5

EX I12 X31.5

EX 10" CLAY TILE

L5X

3X5/

16

L5X

3X5/

16

3S4.2

5'-7

1/2

" +/-

5'-7

1/2

" +/-

V.I.F.8'-4 1/2" +/-

4S4.2

B

11

1S4.2

2S4.2

3' - 0"

CLE

AR4'

- 0"

ENLARGED ROOF OPNG

L5X

3X5/

16

REMOVE EXTG DECKTO CL OF EXTG BEAMPROVIDE NEW 5" INFILLDECK PER 3/S5.0

EX

I9X

21

EX

I9X

21

C10X15.3

EX 12" CLAY TILE

L4X4X3/8

L4X4

X3/8

B

11

EX C6 X8

EX

C6

X8

EX

I9X

21

EX

I9X

21

V.I.F.3' - 0" +/-

V.I.

F.3'

- 0"

+/-EXTG

HATCHOPNG

EXTG TIE RODSTO REMAIN

EXTG 12"CLAY TILE

V.I.F.5' - 3" +/-

V.I.F.5' - 3" +/-

V.I.F.5' - 3" +/-

DEMO EXTGHATCH FRAMING

EX

I9X

21

EXTGMASONRYWALL

PARTIAL DEMOOF EXTG ROOFDECK

DEM

O

4'-0

"

DEMO

2S4.2

T/EXTG ROOFV.I.F.

L5X3X5/16

5" INFILL SLAB

1/41/4

TYP

L4X4X3/8

EX I9X21EX I9X21

1/41/4

5/8" CONN PLATE 4" WIDE1/41/4

C10X15.3

1/4

1S4.2

5" INFILL SLAB T/EXTG ROOFV.I.F.

POCKET INTO WALL

L5X3X5/16

1/4TYP

C10X15.3

L4X4X3/8GROUT SOLID

8"

CEILING 1921 EASTEL: 54'-11"

3/4" x6" x 12" BASEPLATE ON 3/4" NON-SHRNK GROUT

(2) 5/8" DIA EXP.ANCHORS @ 9" O.CHILTI KWIKBOLT-3 w/ 6"EMBEDMENT

6"

3/4"

3/16TYP

EXTG MASONRY WALL

1' - 5" +/-

CL.

1/43 SIDES, TYP

STD. ABOUBLE ANLGE AISCSHEAR CONNECTION.

WF BEAM OR CHANNEL,SEE PLAN

WF OR CHANNEL BEAMSEE PLAN

3"3"

3"

CL.

T/COL: 3/8" CAPPLATE, TYP.

1/41/4

TYP

TYP

STEEL BEAM

3/8" THRU PLATE

HSS COLUMNSEE PLANS

3"3"

3"

2"

AT MASONRY WALLS1/2" DIA HLC SLEEVE ANCHORS@8" O.C., STAGGERED, w/ 1-1/2"EMBEDDMENT INTO SOLIDMASONRY (MIN 4 ANCHORS)TYP U.O.N.

L5X3X5/16 L5X3X5/16

5" INFILL SLAB

EXTG SKYLIGHT CURB TOBE REMOVED - SEE ARCH

EXTG 10" CLAY TILEROOF DECK1/4

TYP

1/4TYP

EX I12 X31.5

L4X4X3/8

3/16TYP

CONN PL3/8"x6"x4"EACH END

6" EX C10X15

EX I10X25

L4x4

ANGLE BEYOND3/16

3/16TYP

3/16TYP

1/2"

1S4.1

9

RTU#1SEE ARCH &MEP DWGS

RTU CURBSEE M/E/PDWGS

EX I12 X31.5 C10X15.3 C10X15.3 C10X15.3 C10X15.3 C10X15.3

EX C6 X8

EXTG CURB ANDBEAM TO BEREMOVED

EXTG CURB TOBE REMOVED

T/EXTG ROOFV.I.F.

1/4

L4X4X3/8


CPS


DRAWING NO.

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DRAWN BY:

REVISIONS








LAFAYETTE SCHOOL


NORTH


2/26

/201

4 1:

58:5

8 P

M

S4.2

ROOF PLANS,SECTIONS & DETAILS

Author

SCALE: 1/4" = 1'-0" A ROOF LEVEL- SKYLIGHT INFILLSCALE: 1/4" = 1'-0" B ROOF PART PLAN AT HATCH - NEW

SCALE: 1/4" = 1'-0" C ROOF DEMO PLAN AT HATCH

SCALE: 1/2" = 1'-0" 1 SECTION

SCALE: 1/2" = 1'-0" 2 SECTION

SCALE: 1" = 1'-0" 5 SECT @ RTUSCALE: 3/4" = 1'-0" 7 STEEL BEAM TO BEAM

SCALE: 3/4" = 1'-0" 8 CONNECTION DETAILSCALE: 1" = 1'-0" 9 SECTION

SCALE: 1/2" = 1'-0" 3 INFILL SECTION

SCALE: 3/4" = 1'-0" 4 CONNECTION DETAIL

3

3

3

3

3

3

3

3


4

SCALE: 1" = 1'-0" 10 CONNX DETAIL

4

4

4


4

4

5" INFILL SLAB

C8X

11.5

W8X

15

W8X

15

C8X

11.5

EX C6 X8

EX 6I X12.5

EX

6I X

12.5EX 6I X12.5

EX

6I X

12.5

EX

C6

X8

EX C6 X8

EX I12 X31.5

EX I12 X31.5

EX

C6

X8

2' - 0"2' - 0"

NEW INFILL SLAB14' - 9 3/4" +/-

NEW

INFI

LL S

LAB

7' -

6 3/

4" +

/-

9 10

6S6.0

5S6.0

3A/S5.0

F

8 NEW SLAB OPENINGSEE ARCH & MEP DWGS

EXTG 8" CLAY TILE

EXTG MASONRY WALL

EX C6 X8

W8X18

L4X4

X3/8

EX 6I X12.5

EX

20I6

5

L4X4

X3/8

5" INFILL SLABPER 3/S5.0

7S6.0

L5X5X3/8

5'-3

" +/-

POCKETCONN PER10/S5.0

9S6.0

CONN L5 TO EXI20PER 9/S6.0 SIM

7

EXTG MASONRYPIERS TO BEREMEDIATED, TYP

+/-

PIER1' - 0"

+/-

PIE

R1'

- 0"

EXTG 6" HIGHSUPPORT BM, TYP

FOUNDATIONS SHOWNARE APPROXIMATEV.I.F.

1S6.0

EXTG COILS:SEE ARCH & MEP DWGSFOR INFORMATION

J

EXTG 6" STEEL BEAM TO REMAINSHORE AS REQUIRED.SHORING TO REMAIN UNTIL NEW PIERSHAVE ATTAINED 28-DAY COMPRESSIVESTRENGTH, f'c = 4000 PSI

NEW12"x12" C.I.P. CONCRETEPIER TO REPLACE EXTGMASONRY PIER

(3) #4 TIES

3"3"

2"

3/4"x10"X10" BEARINGPLATE ON HIGH-STRENGTH,NON-SHRINK GROUT

3/4"3/

4"1 1/2"

(4) 5/8" DIA EXPANSIONANCHORS

(4) #6 VERT

DRILL & EPOXY GROUTINTO EXTG FTG.

8"

VA

RIE

S -

V.I.F

.

T/SLABEL V.I.F.

T/FTGEL V.I.F.

3/163/16

TYP

7EXTG MASONRYPIERS TO BEREMEDIATED, TYP

+/-

PIER1' - 0"



1S6.0


G

9 EXTG MASONRYPIERS TO BEREMEDIATED, TYP

+/-

PIE

R1'

- 0"




1S6.0

NEW 5" INFILLSLAB PER 3A/S5.0IN EXTG ROOFOPNG

NEW 5" INFILL SLABPER 3A/S5.0 IN EXTGROOF OPNG

NEW 5" INFILLSLAB 3A/S5.0 INEXTG ROOF OPNG

L3X3

X3/8

L4X3

X3/8

L3X3

X3/8

L3X3

X3/8

L3X3

X3/8

L4X3

X3/8

G

H

5 6 7

6' -

9"

EX I8 18

EX I8 18

EX I8 18

EX

C4X

5.4

EX

C4X

5.4

EX

C4X

5.4

EX

C4X

5.4

EXTG 11" CLAY TILE

EX

7I 1

5

EX

7I 1

5

EX C5X6.5 EX C5X6.5

EX C5X6.5EX C5X6.5

EXTG 11" CLAY TILE

EXTG 9" CLAY TILE

EXTG 11" CLAY TILE

J

6'-0' +/- 5'-6" +/-

VIF

6'-0

' +/-

6'-0" +/-

5'-7

3/4

" VIF

5'-7

3/4

" VIF

+/-

3'-8

"

8S6.0

8S6.0

SIM.

EX I8 18

EX I8 188

S6.0SIM.

L3X3X3/8

L3X3

X3/8

L4X3

X3/8

L3X3X3/8

L3X3X3/8

EX

7I 1

5

L3X3X3/8

EX 12" CLAY TILE

L3X3X3/8

EX 12" CLAY TILE

L3X3X3/8

DEMO EXTGSUSPENDEDPARTITION

LINE OF DEMO

EXTG MASONRYWALL TO REMAIN

EXTG MASONRYWALL TO REMAIN

LINE OF DEMO

VIF VIF

PRESERVEINTACT EXTGFLOORFRAMING ANDENCASEMENT

SEE ARCH FOR WARDROBE LOCATIONS TO BE REMOVEDEXTG FRAMING PER 1921 CHRISTENSEN DRAWINGS, NOTE EX.01, DRAWING S0.0

H

9EXTG MASONRYPIERS TO BEREMEDIATED, TYP

EXTG 6" HIGH STEELSUPPORT BM, TYP



+/-1'-0"

1S6.0

F

9 10

FIELD VERIFYCONFIGURATION OF EXTGFOUNDATION WALLS

STEEL GRATE2"x3/16" TYPE 19-DT-4BY OHIO GRATINGS ORAPPROVED EQUIVALENT.

8'-10 3/8" +/-

3'-4 5/8" +/-

PROVIDE MECH. GRATEFASTENERS TO SUPPORTS PERMANUFAC. RECOMMENDATIONS

L4X4X3/8

L4X4X3/8

FASTEN SUPPORT ANGLE TO EXTGWALL w/1/2" DIA HLC SLEEVEANCHORS @ 12" O.C. w/ 1-1/2"EMBEDMENT INTO SOLID MASONRY

M

9

NEW RAMP SLAB

SAW-CUT ANDREMOVE EXTG S.O.G.

SEE ARCH3'-10 3/8"

SIM.7S4.0

F

8

DEMO EXTG SLAB

EXTG 8" CLAY TILE

EXTG MASONRY WALL

EX C6 X8

DEM

O5'

-1 1

/2" +

/-

DEMO6'-8 3/8" +/-

EX 6I X12.5

CONN EXTG TIEDROD PER 9/S5.0DO NOT CUT TIE

RODS OUTSIDEOF DEMOREGION, TYP.

9S6.0

L

5

NEW PAD FORBOOSTER PUMPSEE ARCH & MEP DWGS

4'-6"

3'-1

0"

3S6.0

DRILL & EPOXY IN #4@12"ALL-AROUND. USE HILTI HIYHY500 ADHESIVE

T/PADEL=-SEE PLAN

T/SLABEL=SEE PLAN

#5@12" EACHWAY BOTTOM

1' -

0"

1' -

0"

W.W.F. 6x6W1.4-W1.4

1' - 0"8" 3" C

LR

SAW-CUT EXTGSLAB-ON-GRADE

1/4(2)L4x4X3/8

COPE BEAM

6"

1/4TYP

W8X15C8X11.5

NEW INFILL SLAB PER 3/S5.0ALIGN w/ T/EXTG ROOF DECK

L5X5X3/8 W8X18 EX C6 X8

CLEAR DIMSEE ARCH FOR

EX 6I X12.5

L4x4

3/8" CONN PLTYP

3/16TYP

ALIGN NEW INFILL SLAB w/EXTG. SEE ARCH FORFINISH REQUIREMENTS

EX I8 18

3/16

3/16

L3x3

REMOVE EXTGSKYLIGHT CURB

EX20I65

WF

(2) L4x4x5/16x6" LONG

1/4TYP

ALIGN NEW INFILL SLAB w/EXTG. SEE ARCH FORFINISH REQUIREMENTS


CPS


DRAWING NO.

FILE:

JOB:

SCALE:

DRAWN BY:

REVISIONS








LAFAYETTE SCHOOL


NORTH


2/26

/201

4 1:

59:0

2 P

M

S6.0

PLANS, SECTIONS &DETAILS

Author

SCALE: 1/4" = 1'-0" A THIRD FLOOR LEVEL - SKYLIGHT INFILL

SCALE: 1/4" = 1'-0" D2 FIRST FLOOR LEVEL - RETURN AIR

SCALE: 1/4" = 1'-0" B GROUND FLOOR PLAN AT COILSSCALE: 1" = 1'-0" 1 SECTION AT PREHEAT COIL

SCALE: 1/4" = 1'-0" C GROUND FLOOR PLAN AT COILS2

SCALE: 1/4" = 1'-0" E GROUND FLOOR PLAN AT COILS3

SCALE: 1/8" = 1'-0" F BOILER ROOM ROOF

SCALE: 3" = 1'-0" 2 DEMO - EXTG WARDROBE

SCALE: 1/4" = 1'-0" G GROUND FLOOR PLAN AT COILS4

SCALE: 1/4" = 1'-0" H GROUND FLOOR PLANSCALE: 1/4" = 1'-0" 4 GRND FLR PART PLAN - RAMP

SCALE: 1/4" = 1'-0" D1 FIRST FLOOR DEMO PLAN - RETURN AIR

SCALE: 1/4" = 1'-0" J GROUND FLOOR AT BOOSTER PUMPSCALE: 1" = 1'-0" 3 FNDN SECTION

SCALE: 1" = 1'-0" 5 CONNX @ SKYLIGHT

SCALE: 1/2" = 1'-0" 6 CONNX @ SKYLIGHT

SCALE: 1/2" = 1'-0" 7 SECTION@RETURNAIR

SCALE: 1" = 1'-0" 8 SECTION@BOILER ROOF

3

3

3

3

3

3

3


SCALE: 1" = 1'-0" 9 CONNX DETAIL

4

4

44

4

4

Documents

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