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To: Christine Pochomis Date: 23 July 2012

Government Support Services

100 Enterprise Place, Suite 4 Project: WSD New High School

Dover, DE 19904

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Addendum No. 2

Diana Patille

302-421-2985

302-421-5715

COLD FORMED STEEL FRAMING

1. THE EXTENT OF THE WORK FOR THE EXTERIOR METAL STUD WALLSYSTEM IS DETAILED ON THE ARCHITECTURAL DRAWINGS. THESENOTES SHALL BE WORKED IN CONJUNCTION WITH THOSE DRAWINGSAND THE SPECIFICATIONS. INCONSISTENCIES SHALL BE BROUGHT TOTHE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THEAFFECTED PORTION OF THE WORK.

2. ALL STUDS, JOISTS AND ACCESSORIES SHALL BE OF THE TYPE, SIZE,STEEL THICKNESS AND SPACING SHOWN ON THE PLANS, ASMANUFACTURED BY MARINO INDUSTRIES. EQUIVALENT PRODUCTS BYOTHER MANUFACTURERS MAY BE SUBMITTED WITH ENGINEER'S PRIORAPPROVAL. SUBSTITUTIONS MUST MEET OR EXCEED MARINO PROPERTIES.PRODUCTS FAILING TO MEET THESE MINIMUM PROPERTIES WILL BEREJECTED. ALL STUDS TO BE MARINO TYPE SW (1 5/8" FLANGE WIDTH) ORGREATER U.N.O.

3. STUDS, TRACK AND BRACING SHALL BE MANUFACTURED PER ASTMSPECIFICATION C-955.

4. ALL GALVANIZED STUDS, JOISTS AND ACCESSORIES 12, 14 AND 16GAUGE SHALL BE FORMED FROM STEEL THAT CONFORMS TO THEREQUIREMENTS OF ASTM A446, GRADE D, WITH A MINIMUM SPECIFIEDYIELD STRENGTH OF 50,000 PSI.

5. ALL GALVANIZED STUDS, JOISTS AND ACCESSORIES, 18 GAUGE ORLIGHTER, SHALL BE FORMED FROM STEEL THAT CONFORMS TO THEREQUIREMENTS OF ASTM A446, GRADE A, WITH A MINIMUM SPECIFIEDYIELD STRENGTH OF 33,000 PSI.

6. ALL MEMBERS AND ACCESSORIES SHALL BE HOT DIPPED GALVANIZEDPER ASTM A525 AND SHALL HAVE A MINIMUM G-60 COATING.

7. ALL LIGHT GAUGE MEMBERS ARE DESIGNED IN ACCORDANCE WITH AISI,"SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURALMEMBERS", LATEST EDITION.

8. PROVIDE CHANNEL SHAPED STUDS, RUNNERS, TRACKS, BLOCKING, CLIPANGLES, SHOES, REINFORCEMENTS, FASTENERS AND OTHER ACCESSORIESRECOMMENDED BY THE MANUFACTURER FOR A COMPLETE FRAMING SYSTEM.

9. FRAME ALL OPENINGS LARGER THAN 2' WITH A MINIMUM OF DOUBLE STUDSEACH SIDE OR AS SHOWN ON THE DESIGN DRAWINGS.

10. TRACK SHALL BE ATTACHED TO FOUNDATIONS, AND OTHER STRUCTURALCOMPONENTS AS SHOWN ON DRAWINGS. SECURELY ANCHOR STUDS INTRACK TO FLOOR CONSTRUCTION AND OVERHEAD STRUCTURE. PROVIDESLIP JOINTS WHERE NON-BEARING VERTICAL STUDS MEET FLOOR OR ROOFSTRUCTURAL MEMBER. ALLOW 3/4" OF VERTICAL DEFLECTION AT SLIP JOINTS.

11. ALL COLD FORM TO COLD FORM STEEL CONNECTIONS SHALL BE MADE WITHNO. 10 TEKS/3 SCREWS OF APPROPRIATE LENGTH UNLESS OTHERWISESHOWN ON THE PLANS. PENETRATION OF JOINED MATERIAL SHALL NOT BELESS THAN 3 EXPOSED THREADS.

12. ATTACH SHEATHING AND GYPSUM WALLBOARD TO STUDS AND JOISTSPER MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE SHOWNON THE PLAN.

13. INSTALL BUILT-UP HEADERS IN ALL OPENINGS LARGER THAN STUD SPACING.

14. HORIZONTAL STUD BRACING SHALL BE 18 GAUGE x 2" WIDE STEEL STRAPSOR MANUFACTURERS STANDARD BRIDGING CHANNELS. BRACING SHALL BECONTINUOUS AND LOCATED AT 4'-0" O.C. MAX. FOR THE FULL HEIGHT OF ALLLOAD BEARING WALLS. SIMILARLY, PROVIDE BRACING FOR NON-LOAD BEARINGWALLS UNTIL PERMANENT FACING MATERIAL (GYPSUM SHEATHING OR PLYWOOD)IS INSTALLED. ALL STRAPS SHALL BE SECURELY ANCHORED TO A STRUCTURALMEMBER AT EACH END CAPABLE OF RESISTING ALL TEMPORARY BRACING FORCES.BRACES ARE TO BE INSTALLED ON BOTH SIDES OF THE WALL UNLESS NOTEDOTHERWISE AND ATTACHED TO ALL LOAD BEARING STUDS.

15. AT TRACK BUTT JOINTS, TRACK MUST BE ANCHORED TO A COMMON STRUCTURALELEMENT.

16. ALL PERMANENT AND TEMPORARY BRACING, BLOCKING, STRAPPING AND WEBREINFORCEMENT SHALL BE INSTALLED PRIOR TO LOADING OF ANY STRUCTURALMEMBER.

17. STUD FRAMING SUBCONTRACTOR SHALL SUBMIT SHOP DRAWINGS ANDCALCULATIONS MEETING THE PROJECT SPECIFICATIONS AND THE REQUIREMENTSOF THE DESIGN DOCUMENTS. SHOP DRAWINGS SHALL ILLUSTRATE THE DESIGNOF THE STEEL STUD EXTERIOR WALL FRAMING AND SHOW ALL STEEL STUD WALLFRAMING CONNECTIONS, SHEATHING ATTACHMENTS, STIFFENERS, ALL WALLOPENINGS, BUILT-UP HEADER AND POST LOCATIONS, AS WELL AS ALL PERMANENTAND TEMPORARY WALL BRACING AND THEIR LOCATIONS.

CONCRETE

1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 (LATEST EDITION).

2. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE:FOOTINGS: 3000 PSISLABS: 4000 PSIWALLS: 4000 PSIPIERS: 4000 PSISLABS EXPOSEDTO DE-ICING CHEM 4500 PSI

ALL CONC. TO BE NORMAL WEIGHT UNLESS NOTED OTHERWISE.

ALL EXTERIOR CONCRETE SHALL BE AIR-ENTRAINED (6 +/-1)% PER ASTM C260.

MAXIMUM WATER/CEMENT RATIO =0.50 FOR 3000 PSI CONC.0.45 FOR 4000 PSI CONC.

3. CONCRETE REINFORCING SHALL CONFORM TO THE FOLLOWING DESIGNATIONS:DEFORMED BARS ASTM A615, GRADE 60DEFORMED BARS (WELDABLE) ASTM A706DEFORMED BARS (GALVANIZED) ASTM A767 & A615, GRADE 60DEFORMED BARS (EPOXY-COATED) ASTM A775 OR A934, & A615, GR. 60WELDED WIRE FABRIC ASTM A185

4. LAP DEFORMED BARS 40 DIA., UNO. HOOKS SHALL BE STANDARD HOOKS, UNO. LAPWELDED WIRE FABRIC SUCH THAT THE OVERLAP OF THE OUTERMOST CROSS WIRESFOR EACH ADJOINING SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRESPLUS TWO IN., UNO.

5. CONCRETE PROTECTION FOR REINFORCEMENT (UNLESS NOTED OTHERWISE):CONCRETE CAST AGAINST AND PERMANENTLYEXPOSED TO EARTH: 3 IN.CONCRETE EXPOSED TO EARTH OR WEATHER:

NO. 6 THROUGH NO. 18 BARS: 2 IN.NO. 5 BAR AND SMALLER: 1 1/2 IN.

CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:SLABS, WALLS, JOISTS:

NO. 14 AND NO. 18 BARS 1 1/2 IN.NO. 11 BAR AND SMALLER: 3/4 IN.

BEAMS, COLUMNS: 1 1/2 IN.

6. REINFORCING FOR SLABS ON GRADE, WHERE NOT OTHERWISE SPECIFIED, SHALL BEAS FOLLOWS:

REINFORCING BARS: SEE FOUNDATION AND TYPICAL DETAILS.WIRE MESH: 6x6-W2.1 x W2.1 WWF. REINFORCING SHALL BE

SUPPORTED AT MID-DEPTH OF SLAB.

7. REINFORCING FOR CONCRETE TOPPING, WHERE NOT OTHERWISE SPECIFIED, SHALLBE AS FOLLOWS:

REINFORCING BARS: SEE FRAMING AND TYPICAL DETAILS.WIRE MESH: 6x6-W1.4 x W1.4 WWF. REINFORCING SHALL BE

SUPPORTED 1 IN. BELOW TOP OF SLAB.

8. WELDING OF REINFORCEMENT IS NOT PERMITTED UNLESS SPECIFICALLY INDICATEDON DRAWINGS. WELDING, WELDING ELECTRODES AND FLUXES SHALL CONFORM TOAWS D1.4-92, "STRUCTURAL WELDING CODE – REINFORCED STEEL". ELECTRODESSHALL HAVE A MINIMUM TENSILE STRENGTH OF 70 KSI. ASTM A706 BARS SHALLBE USED IN ALL WELDED APPLICATIONS.

9. COMPLETE SHOP DRAWINGS AND SCHEDULES OF ALL REINFORCING STEEL SHALLBE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR REVIEW.REFER TO SPECIFICATIONS.

10. REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS AND AT INTER-SECTIONS.PROVIDE CLASS A TENSION LAP SPLICES FOR ALL HORIZONTAL WALL REINFORCINGUNLESS OTHERWISE SHOWN ON PLAN. PROVIDE CLASS B TENSION LAP SPLICES FORALL HORIZONTAL GRADE BEAM REINFORCING.

11. FOR ALL OPENINGS IN CONCRETE WALLS AND SLABS, PROVIDE SUPPLEMENTALREINFORCING AROUND OPENING AS SHOWN ON THE CONTRACT DOCUMENTS.

12. CONCRETE SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND.

13. JOINTS IN SLABS ON GRADE:

a) CONTROL JOINTS SHALL BE LOCATED AS SHOWN ON FOUNDATIONPLAN. IF NOT SHOWN, PROVIDE JOINTS IN A RECTANGULARCONFIGURATION, WITH THE LONGER SIDE NO MORE THAN ONE-ANDONE-HALF TIMES THE LENGTH OF THE SHORTER SIDE. SPACE CONTROLJOINTS NO MORE THAN 20 FEET APART. DISCONTINUE WELDED WIREFABRIC AT CONTROL JOINTS.

b) CONTROL JOINTS SHALL BE SAW CUT OR FORMED 1/4" WIDE x (1/3SLAB THICKNESS) DEEP AND FILLED WITH JOINT SEALER. CUT JOINTSAS SOON AS POSSIBLE WITHOUT FRAYING THE CONCRETE SURFACE.

c) CONSTRUCTION JOINTS SHALL INCLUDE A 1"x2" SHEAR KEY ATMID-HEIGHT OF SLAB.

d) ISOL. JT.: PRE-MOLDED JOINT FILLER. USE AROUND ALL PILING,PIERS AND AT FOUNDATION WALLS.

14. CONTROL JOINTS IN WALLS SHALL NOT EXCEED 40'-0" O.C. NOR 15'-0" FROMANY CORNER.

15. ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE.

STRUCTURAL STEEL

1. STRUCTURAL STEEL FABRICATION, ERECTION, AND CONNECTIONDESIGN SHALL CONFORM TO AISC "SPECIFICATION FOR THE DESIGN,FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"LATEST EDITION.

2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATIONS:STRUCTURAL STEEL WF SHAPES: ASTM A992OTHER STRUCTURAL STEEL SHAPES: ASTM A36, U.N.O.STEEL BARS, ANGLES & PLATES: ASTM A36, U.N.O.ROUND PIPE: ASTM A53, TYPE E OR SSQUARE OR RECTANGULAR TUBING: ASTM A500, GRADE B

3. FIELD CONNECTIONS SHALL BE BOLTED USING MIN. 3/4" DIAMETER ASTM A325NHIGH STRENGTH BOLTS (UNO) EXCEPT WHERE SLIP CRITICAL CONNECTIONSARE REQUIRED AND NOTED BY A325(SC) ON THE DRAWINGS.

4. FULL DEPTH CONNECTIONS ARE TO BE USED ON ALL GIRDER AND BEAMCONNECTIONS TO COLUMNS. BOLTS TO BE AT 3" O.C. VERTICAL.

5. PROVIDE A MINIMUM 3/8" THICK FULL DEPTH THRU-PLATE FOR ALL PIPEAND TUBE COLUMN CONNECTIONS.

6. DESIGN CONNECTIONS FOR THE MINIMUM SHEAR CAPACITIES NOTED INTHE AISC BEAM TABLES, OR FOR THE REACTIONS SHOWN ON THE DRAWINGS,WHICHEVER IS GREATER.

7. FULL DEPTH DOUBLE ANGLE END CONNECTIONS ARE TO BE USED ON ALLCOMPOSITE BEAMS AND GIRDERS WITH SHEAR STUDS. CONNECTIONS ARETO BE DESIGNED FOR 160% OF AISC TABLE VALUES.

8. ALL WELDING SHALL CONFORM TO AWS D1.1-LATEST EDITION. ELECTRODESSHALL BE E70XX.

9. SHEAR STUDS SHALL CONFORM TO ASTM A108 GRADES 1010 THROUGH 1020 (60 KSI TENSILE STRENGTH). AN INDEPENDENT TESTING AGENCY

SHALL BE EMPLOYED TO INSPECT SHEAR STUDS FOR PROPERINSTALLATION, SIZE, QUANTITY AND SPACING. SUBMIT WRITTEN REPORTINDICATING CONFORMANCE WITH DRAWINGS TO THE ARCHITECT PRIOR TOPLACING CONCRETE. WELD SHEAR CONNECTORS TO SUPPORTS THROUGHDECKING UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. DONOT WELD SHEAR CONNECTORS THROUGH TWO LAYERS (LAPPED ENDS) OFDECKING UNITS. WELD ONLY ON CLEAN DRY DECK SURFACES. WELDING SHALLBE PERFORMED USING A PORTABLE STUD WELDING MACHINE.

10. ALL ALUMINUM AND STEEL MEMBERS TO BE TREATED OR PROPERLY SEPARATEDTO PREVENT GALVANIC AND CORROSIVE EFFECTS.

11. SUBMIT ALL STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION.

12. STEEL FABRICATOR IS SOLELY RESPONSIBLE FOR SURVEYING AND VERIFICATIONOF EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO THE LOCATION,ELEVATION, AND DIMENSIONS OF EXISTING WALLS AND FRAMING.

13. SPANDREL ANGLE TO BE ADJUSTABLE. SHIP ANGLE LOOSE AND SET WITH STRINGLINE IN FIELD FOR VERTICAL AND HORIZONTAL ALIGNMENT AFTER STEEL IS FULLYERECTED TO A MAXIMUM TOLERANCE OF 1/4" (HORIZONTAL) PER BAY/PER FLOORAND MUST BE SET PLUMB PRIOR TO STUD ERECTION BY STEEL ERECTOR. ANGLEMUST BE INSTALLED IN ONE LENGTH PER BAY (SEE TYPICAL SPANDREL ANGLE DETAIL).

14. THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS FOR THEWORK OF OTHER TRADES WITHOUT THE PRIOR APPROVAL OF THE DESIGNPROFESSIONAL.

15. FABRICATE BEAMS WITH THE NATURAL CAMBER UP. (PROVIDE CAMBER ASINDICATED).

16. ALL STEEL NOT RECEIVING FIREPROOFING SHALL BE PAINTED WITH RUST INHIBITIVE PRIMER. ALL STEEL EXPOSED TO WEATHER SHALL BE PAINTED WITH RUST INHIBITIVE PRIMER AND TOP COATED OR HOT DIPPED GALVANIZED AS INDICATED ON THE DRAWINGS.

STEEL JOISTS

1. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED TOTHE REQUIREMENTS OF THE SPECIFICATIONS OF THE STEEL JOISTSINSTITUTE FOR SERIES K JOISTS, SERIES LH JOISTS AND SERIESDLH JOISTS AND SERIES G JOIST GIRDERS.

2. MANUFACTUER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE.ALL BRIDGING TO BE IN ACCORDANCE WITH SJI STANDARDS AND OSHAREQUIREMENTS UNLESS NOTED OTHERWISE OR THE DRAWINGS.

3. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLEDBEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS. ALL ROOFJOISTS BRIDGING SHALL BE FIELD WELDED. BRIDGING SHALL SUPPORT THETOP CHORDS AGAINST LATERAL MOVEMENT DURING THE CONSTRUCTIONPERIOD AND SHALL HOLD THE STEEL JOIST IN APPROXIMATE POSITIONSAS SHOWN ON THE PLANS. BRIDGING SHALL BE MINIMUM L1”x1”x1/8”.

4. JOISTS ARE TO BE CONNECTED TO STEEL BEAMS AND BEARING PLATESBY FIELD WELDING. EXTEND, CONNECT AND WELD BOTTOM CHORDSOF JOISTS AT ALL COLUMNS AND WHERE NOTED ON DRAWINGS.

5. ALL JOISTS SHALL HAVE A SHOP COAT OF RUST INHIBITIVE NON-BITUMINOUSPAINT.

6. PROVIDE RIGID CONNECTION WITH BOTTOM CHORDS TO COLUMNS ON ALL,K, LH JOISTS AND DLH JOISTS. ONLY AFTER ALL DEAD LOADS ARE APPLIED.

7. PROVIDE CEILING EXTENSION ON ALL JOISTS WITH SUSPENDED CEILINGS.

8. JOIST MANUF. TO DESIGN FOR UPLIFT LOADS INDICATED.

METAL DECKING

1. METAL DECKING SHALL CONFORM TO THE FOLLOWING DESIGNATIONS:COMPOSITE FLOOR DECK ASTM A653, GRADE 40ROOF DECK ASTM A653, GRADE 33ROOF DECK, ACOUSTIC ASTM A653, GRADE 40

2. METAL DECK SHALL CONFORM TO AISI’S “SPECIFICATION FOR THEDESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS”, TO SDI’S“DESIGN MANUAL FOR THE FLOOR AND ROOF DECKS”, AND TO SDI’S.“MANUAL OF CONSTRUCTION WITH STEEL DECK”.

3. WELDING SHALL CONFORM TO AWS D1.3 “STRUCTURAL WELDINGCODE – SHEE STEEL”.

4. PROVIDE WELDING WASHERS FOR DECK LIGHTER THAN 22 GAGE.

5. SPECIFIED ROOF DECK HAS BEEN DESIGNED TO BE CONTINUOUS OVER3 SPANS MINIMUM. FOR ONE OR TWO SPAN CONDITIONS, PROVIDEHEAVIER GAGE DECK AS REQUIRED TO SUPPORT APPLICABLE LOADS.

6. SPECIFIED COMPOSITE FLOOR DECK HAS BEEN DESIGNED FOR 3 SPANUNSHORED CONSTRUCTION. FOR ONE OR TWO SPAN CONDITIONS,PROVIDE HEAVIER GAGE DECK OR SHORING AS REQUIRED TO SUPPORTAPPLICABLE LOADS.

DESIGN LOADS

1. BUILDING CODE: INTERNATIONAL BUILDING CODE (2006 EDITION).

OCCUPANCY CATEGORY: III (SCHOOL)

2. DESIGN LIVE LOADS:

ROOF 30 PSF MIN. + DRIFTFLOOR

GROUND FLOOR SLAB 100 PSFLIBRARIES 150 PSFSECOND FL CLASSROMS 40 PSFSECOND FL CORRIDORS 80 PSFSTAGE FLOOR 125 PSFCATWALKS 40 PSFSTAIRS 100 PSFMECH ROOMS 150 PSFSTORAGE (LIGHT) 125 PSF

3. SNOW LOADING IS BASED ON THE FOLLOWING. DRIFTING OR SLIDINGSNOW LOADS HAVE BEEN CONSIDERED WHERE APPROPRIATE.

GROUND SNOW LEVEL 25 PSFFLAT-ROOF SNOW LOAD 20 PSFSNOW EXPOSURE FACTOR 1.0SNOW THERMAL FACTOR 1.0SNOW LOAD IMPORTANCE 1.10

4. WIND LOADING IS BASED ON THE FOLLOWING:

BASIC WIND SPEED 100 MPHEXPOSURE CATEGORY CIMPORTANCE FACTOR 1.15BUILDING CATEGORY SIMPLE DIAPHRAM,

LOW-RISE, ENCLOSEDRIGID STRUCTURE

INTERNAL PRESSURE COEFF. +/-0.18NET UPLIFT ON BAR JOISTS

1/4"/FT SLOPE ROOFS (a = 8')ZONE 1 -17 PSFZONE 2 -22 PSFZONE 3 -22 PSF

6:12 SLOPE ROOFS (a = 9')ZONE 1 -17 PSFZONE 2 -27 PSFZONE 3 -48 PSF

UPLIFT ON DECKALL ROOF SLOPES (a = 9')

ZONE 1 -33 PSFZONE 2 -45 PSFZONE 3 -45 PSF

5. DESIGN EARTHQUAKE LOADS ARE BASED ON THE FOLLOWING:

SITE CLASS ESEISMIC IMPORTANCE FACTOR 1.25SEISMIC USE GROUP IIISPECTRAL RESPONSE ACCEL. (SS) 0.140gSPECTRAL RESPONSE ACCEL. (S1) 0.048gSPECTRAL RESPONSE COEFF. (SDS) 0.233gSPECTRAL RESPONSE DOEFF. (SD1) 0.112gRESPONSE MODIFICATION FACTOR (R) 3.0SEISMIC DESIGN CATEGORY B

GENERAL NOTES

1. THE NOTES ON THESE DRAWINGS ARE NOT INTENDEDTO REPLACE SPECIFICATIONS. SEE SPECIFICATIONSFOR REQUIREMENTS IN ADDITION TO GENERAL NOTES.FOR INCONSISTENCIES BETWEEN THESE DRAWINGSAND THE SPECIFICATIONS, THE STRICTER REQUIREMENTSHALP APPLY, AND THE ENGINEER SHALL BE NOTIFIEDPRIOR TO PROCEEDING WITH THE AFFECTED PORTIONOF THE WORK.

2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTIONWITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL,ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESEDRAWINGS FOR LOCATIONS AND DIMENSIONS OF OPENINGS,CHASES, INSERTS, REGLETS, SLEEVES, DEPRESSIONS, ANDOTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. ALLDIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OFTHE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PARTOF THE WORK.

3. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING ANDSTABLE AFTER THE BUILDING IS COMPLETE. IT IS THECONTRACTOR’S SOLE RESPONSIBILITY TO DETERMINE ERECTIONPROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THEBUILDING AND ITS COMPONENTS DURING ERECTION. THISINCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF NECESSARYSHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS.PROVIDE ALL SHORING AND BRACING REQUIRED TO STABILIZE ANDPROTECT EXISITING AND ADJACENT STRUCTURES AND SYSTEMSDURING COURSE OF DEMOLITION AND CONTRACTOR AFTERCOMPLETION OF THE PROJECT.

4. SECTIONS AND DETAILS SHOWN ON ANY STRUCTURAL DRAWINGSSHALL BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS.

5. ALL APPLICABLE FEDERAL, STATE AND MUNICIPAL REGULATING SHALLBE FOLLOWED, INCLUDING THE FEDERAL DEPARTMENT OF LABOROCCUPATIONAL SAFETY AND HEALTH ACT.

6. ANY AND ALL MODIFICATIONS TO THE STRUCTURAL ELEMENTSINDICATED ON THESE DRAWINGS MUST BE APPROVED BY BAKER,INGRAM & ASSOCIATES.

FOUNDATION

1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERS REPORTPREPARED BY GEO-TECHNOLOGY ASSOCIATES, INC. DATED MARCH 13, 2012.

2. DESIGN BEARING CAPACITY: 3000 PSF

3. FOUNDATION DESIGN IS BASED ON SHALLOW SPREAD FOOTINGS BEARINGON SUITABLE NATURAL SOILS AND/OR NEW COMPACTED STRUCTURAL FILL.

4. ALL ORGANIC MATERIALS, EXCESSIVELY SOFT OR LOOSE SOILS, TREES,ASPHALT, CONCRETE, DEBRIS AND OTHER DELETERIOUS MATERIALS SHOULDBE REMOVED WITHIN AND AT LEAST 15 FEET BEYOND THE BUILDING LIMIT.

PROOF ROLL ALL SUBGRADES, UNDER THE OBSERVATION OF THE GEOTECHNICAL ENGINEER. UNSUITABLE AREAS SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE GEOTECHNICAL ENGINEER. NO FILL FOR BUILDING SUPPORT SHALL BE PLACED UNTIL SUBGRADES AND FILL MATERIAL HAVE BEEN OBSERVED AND APPROVED BY THE GEOTECHNICAL ENGINEER.

5. AREAS REQUIRING UNDERCUT AND FILL MATERIAL DUE TO THE PRESENCE OFUNSUITABLE MATERIAL SHALL BE BACKFILLED TO THE DESIGN FOOTING SUBGRADEWITH NEW COMPACTED STRUCTURAL FILL.

6. COMPACTED STRUCTURAL FILL FOR BUILDING AND SLAB SUPPORT APPROVED FORUSE INCLUDE:

GRANULAR SOILS INCLUDING GW, GP, GM, SW, SP AND SM CLASSIFIED INACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM (USCS).

A MATERIAL UTILIZED FOR STRUCTURAL FILL MUST BE APPROVED BY THEGEOTECHNICAL ENGINEER. IF THERE IS NOT SUFFICIENT FILL MATERIAL ON SITE,CONTRACTOR SHALL TRANSPORT APPROVED BORROW MATERIAL FROM AN OFFSITE SOURCE.

MASONRY

1. ALL MASONRY CONSTRUCTION SHALL CONFORM TO ACI 530.1(LATEST EDITION).

2. ALL CONCRETE MASONRY UNITS SHALL BE ASTM C90, GRADE N,TYPE 1 STANDARD WEIGHT BLOCKS INCLUDING STRETCHERS ANDCORNER BLOCKS. MINIMUM PRISM STRENGTH OF BLOCK SHALLBE Fm = 1500 PSI IN 28 DAYS U.N.O. MORTAR SHALL CONFORM TOASTM SPECIFICATION C270, TYPE M OR S U.N.O.

3. CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BONDUNLESS NOTED OTHERWISE ON THE ARCHITECTURAL DRAWINGS.

4. LOCATION OF LINTELS AT MASONRY OPENINGS SHALL BECOORDINATED WITH THE ARCHITECTURAL DRAWINGS.

5. MASONRY WALLS WHICH SUPPORT STRUCTURAL MEMBERS SHALLHAVE CELLS GROUTED SOLID 3 COURSES MINIMUM UNDER BEARING.

6. HORIZONTAL WALL REINFORCING SHALL BE INSTALLED IN ALL WALLS.REINFORCING SHALL BE PLACED IN MASONRY WALLS AT 16"MAXIMUM. SPACE HORIZONTAL JOINT REINFORCEMENT AT 8" ONCENTER IN ALL PARAPETS. USE SHOP FABRICATED SPECIAL PIECESAT ALL CORNERS AND TEES. FOR BRICK VENEER USE DUR-O-EYETRUSS TYPE.

7. REF. ARCH FOR VENEER TIES.

8. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINTS.

9. STANDARD LAP LENGTH OF GRADE 60 MASONRY REINFORCING BARSSHALL BE 48 BAR DIAMETERS.

10. ALL LOAD BEARING CMU WALLS SHALL CONTAIN JOINTS WHICH AREFULLY BEDDED.

11. FILL ALL BOND BEAMS WITH 2500 PSI CONCRETE USING 3/8"MAXIMUM AGGREGATE SIZE.

12. WHERE INDICATED, GROUT CORES SOLID WITH A HIGH SLUMPMIX IN ACCORDANCE WITH ASTM SPECIFICATION C476 HAVING AMINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.

ABV ABOVEACQ ALKALINE COPPER QUATERNARYA.F.F. ABOVE FINISHED FLOORAPP. APPROVEDAPPROX. APPROXIMATEARCH. ARCHITECTURE (AL)BD BOARDBLDG BUILDINGBLKG BLOCKINGBLW BELOWBM BEAMBRG BEARINGCANT. CANTILEVERCIP CAST IN PLACECLG CEILINGC.J. CEILING JOISTCJ CONCRETE CONTROL JOINTCMU CONCRETE MASONRY UNITCOL. COLUMNCONC. CONCRETECONT. CONTINUOUSCONSTR. CONSTRUCTIONCONTR. CONTRACTOR

DEFL. DEFLECTIONDIA., ø DIAMETERDIAG. DIAGONALDIM. DIMENSIOND.J. DECK JOISTDTL, DET. DETAILDWG DRAWINGEA. EACHEIFS EXTERIOR AND INTERIOR

FINISH SYSTEMELEV., EL. ELEVATIONELEV. ELEVATORENG. ENGINEER (ING)EQ. EQUALEQUIP. EQUIPMENTEXIST., (E) EXISTINGFT FEETFIN. FINISHF.D. FLOOR DRAINFL, FLR FLOORF.J. FLOOR JOISTFNDN, FOUND. FOUNDATIONGA. GAGE OR GAUGEGALV. GALVANIZEDGYP. GYPSUMH.P. HIGH POINTHGR HANGERHT HEIGHTHVAC HEATING, VENTILATING &

AIR CONDITIONINGI.D. INSIDE DIAMETERIN. INCHESINSUL. INSULATIONINT. INTERIORISOL. JT. ISOLATION JOINTJST JOISTJT. JOINTLB POUNDLIN. LINEARL.P. LOW POINTLVL LAMINATED VENEER LUMBERLW LIGHTWEIGHT

MANUF. MANUFACTURERMAX. MAXIMUMMECH. MECHANICALMIN. MINIMUMMISC. MISCELLANEOUSNOM. NOMINALN NORTHNTS NOT TO SCALENO. NUMBERO.A. OVERALLO.C. ON CENTERO.D. OUTSIDE DIAMETEROPNG OPENINGOPP. OPPOSITEOPP. H. OPPOSITE HANDO.F. OVERFRAMINGPERP. PERPENDICULARPERIM. PERIMETERPCF POUNDS PER CUBIC FOOTPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPREFAB PREFABRICATEDPSL PARALLEL STRAND LUMBERPROJ. PROJECT

RAFT. RAFTERREF. REFERENCEREINF. REINFORCEREQ’D REQUIREDRET. RETAIN (ING)REV. REVISE (D), REVISION (S)R.D. ROOF DRAINSHT SHEETSHEATH. SHEATHINGSIM. SIMILARSQ. SQUARESTL STEELSTRUCT. STRUCTURALSW SHEAR WALLSWHD SHEAR WALL HOLD DOWNTHICK., THK THICK (NESS)THRU THROUGHTJI ENGINEERED JOISTT.O. TOP OFT & G TONGUE & GROOVETYP. TYPICALU.N.O. UNLESS NOTED OTHERWISEVERT. VERTICALW/ WITHW/O WITHOUTWD WOODWT. WEIGHTWWF WELDED WIRE FABRIC

LINTELS

1. PROVIDE LINTELS OVER OPENINGS IN WALLS AT DOORS, WINDOWS,MECHANICAL AND ELECTRICAL SERVICES AND EQUIPMENT, WALLSIN FRONT OF RECESSED ENTRIES, ETC., UNO.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION BETWEENARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBINGDRAWINGS FOR LOCATIONS OF ALL LINTELS. LINTEL LOCATIONSARE NOT GENERALLY SHOWN ON PLAN.

3. REFER TO THE LINTEL SCHEDULE AND DETAILS ON S32-06 FOR LINTELSIZES. NOTE: FOR MULTIPLE CLOSELY SPACED OPENINGS FOR JAMBS

16" OR LESS IN WIDTH, SPAN SHALL BE CONSIDERED THE FULL WIDTHOF THE MULTIPLE OPENINGS.

4. LINTEL TYPES MAY BE STEEL, PRECAST CONCRETE OR CAST-IN-PLACECONCRETE MASONRY LINTELS. REFER TO ARCHITECTURAL DRAWINGSFOR TYPE OF LINTEL REQUIRED AT EACH LOCATION.

5. STEEL MATERIALS: REFER TO STRUCTURAL STEEL NOTES. STEELLINTELS AT EXTERIOR WALLS SHALL BE HOT-DIPPED GALVANIZED.

6. PRECAST CONCRETE LINTELS SHALL HAVE A 28 DAY COMPRESSIVESTRENGTH OF 5000 PSI. REINFORCEMENT SHALL CONFORM TOASTM A615, GRADE 60. WELDED REINFORCEMENT SHALL CONFORMTO ASTM A706.

7. CAST-IN-PLACE MASONRY LINTELS SHALL BE CONSTRUCTED USINGU-SHAPED CMU UNITS. REINFORCING SHALL EXTEND BEYOND MASONRYOPENING BY 8" EACH END. SPECIFIED HEIGHT OF MASONRY LINTELSHALL BE GROUTED IN ONE OPERATION. CIP MASONRY LINTELS SHALLBE SHORED A MINIMUM OF 7 DAYS AFTER GROUTING. REFER TOMASONRY NOTES FOR MATERIAL INFORMATION.

8. STEEL STUD CONNECTORS SHALL CONFORM TO ASTM A108, GRADES1010 THROUGH 1020 (60 KSI TENSILE STRENGTH), AND SHALLCONFORM TO THE REQUIREMENTS OF AWS D1.1 "STRUCTURAL WELDINGCODE - STEEL". DEFORMED BAR ANCHORS (DBA) SHALL CONFORM TOASTM A496. STUDS AND DBA'S SHALL BE WELDED BY AUTOMATICEQUIPMENT.

9. ALL LINTELS SHALL BEAR 8 IN. MIN. ON A FULL MORTAR BED. GROUTSOLID 2 COURSES BELOW BEARING, UNO.

10. WHEN LINTELS HAVE LESS THAN SPECIFIED BEARING LENGTH DUE TOAN ADJACENT STEEL COLUMN:

A. FOR STEEL LINTELS, FRAME LINTEL TO COLUMN.B. FOR PRECAST OR CAST-IN-PLACE LINTELS, PROVIDE L6X6X3/8

X WIDTH OF LINTEL WELDED TO COLUMN FOR LINTEL BEARING.WHERE BEARING IS EXPOSED, NOTCH LINTEL SO BOTTOM OFANGLE AND LINTEL ARE FLUSH.

11. PROVIDE MASONRY ANCHORS AT ALL STEEL BEAMS BEARING ON MASONRYWALLS. ANCHORS SHALL BE LOCATED CLOSE TO BEAM TOP FLANGE.

12. UNLESS NOTED OTHERWISE ON DETAILS OR PLAN, PROVIDE PRECAST CONCRETELINTELS BEARING 8" MINIMUM ON A FULL MORTAR BED AS FOLLOWS:(8'-0" MAX. MASONRY OPENING)

4 IN. WALLS 4 IN. X 8 IN. (NOMINAL), REINF. W/ 1#5 T&B6 IN. WALLS 6 IN. X 8 IN. (NOMINAL), REINF. W/ 1#5 T&B8 IN. WALLS 8 IN. X 8 IN. (NOMINAL), REINF. W/ 2#4 T&B12 IN. WALLS 12 IN. X 8 IN. (NOMINAL), REINF. W/ 2#5 T&B

13. UNLESS OTHERWISE NOTED ON DETAILS OR PLAN, PROVIDE ONE STEEL ANGLEFOR EACH 4 IN. OF MASONRY THICKNESS BEARING 8 IN. MINIMUM ON A FULLMORTAR BED AS FOLLOWS:

MASONRY OPENINGS UP TO 4'-0" L4X3 1/2 X 5/16, LLVMASONRY OPENINGS >4'-0" TO 6'-8" L5X3 1/2 X 5/16, LLVMASONRY OPENINGS >6'-8" TO 8'-0" L6X3 1/2 X 5/16, LLV

FOR 6 IN. CMU, PROVIDE AS FOLLOWS:

MASONRY OPENINGS UP TO 4'-0" (2) L3 1/2 X 2 1/2 X 5/16, LLVMASONRY OPENINGS >4'-0" TO 6'-8" WT5X13MASONRY OPENINGS >6'-8" TO 8'-0" WT7X13

MECHANICAL UNIT, DUCTWORK, AND PIPE SUPPORT FROM JOISTS

1. THE FOLLOWING CRITERIA SHALL BE FOLLOWED FOR HANGING NEW MECHANICALUNITS, DUCTWORK, AND PIPING (MECHANICAL AND PLUMBING) ON STEEL JOISTSIN NEW AND EXISTING CONSTRUCTION.

2. SUPPORTS FOR MECHANICAL UNITS AND DUCTWORK SHALL BE PROVIDED SUCHTHAT HANGER LOADS ARE LIMITED TO 250 LBS., WITH A MAXIMUM OF 2 HANGERSPER JOIST.

3. SUPPORTS FOR MULTIPLE RUNS OF PIPING 4" TO 6" IN DIAMETER SHALL BESTAGGERED SUCH THAT ONE JOIST SUPPORTS NO MORE THAN TWO PIPES. SPACINGOF PIPE SUPPORTS SHALL BE ACCORDING TO INDUSTRY STANDARDS, BUT NO MORETHAN 8 FT. O/C.

4. SUPPORTS FOR MULTIPLE RUNS OF PIPING 8" TO 10" IN DIAMETER SHALL BESTAGGERED SUCH THAT ONE JOIST SUPPORTS NO MORE THAN ONE PIPE. SPACINGOF PIPE SUPPORTS SHALL BE ACCORDING TO INDUSTRY STANDARDS, BUT NO MORETHAN 6 FT. O/C.

5. FOR PIPING LARGER THAN 10" IN DIAMETER, OR FOR CASES WHERE THE ABOVECRITERIA CANNOT BE MET, SUPPLEMENTARY FRAMING SHALL BE PROVIDED TOSUPPORT THE PIPES ON NEW OR EXISTING STEEL GIRDERS AND BEARING WALLS.

6. SUPPORTS FOR MECHANICAL UNITS, DUCTWORK, AND PIPING SHALL NOT OCCURON THE SAME JOIST.

7. IN NO CASE SHALL THE TOTAL WEIGHT SUPPORTED BY A SINGLE JOIST EXCEED500 LBS., UNLESS THE JOIST IS SPECIFICALLY NOTED AND DESIGNED FOR HIGHERLOADS.

8. ALL SUPPORT POINTS SHALL BE LOCALLY REINFORCED ACCORDING TO TYPICALDETAILS.

MASONRY WALL SUPPORT ON STEEL FRAME NOTES

1. MASONRY WALL SUPPORT DETAILS SHALL ALLOW FOR FIELD ADJUSTMENT TOACCOMMODATE STRUCTURAL STEEL DEFLECTION, CAMBER, AND/OR SWEEPAT TIME OF MASONRY CONSTRUCTION. VERTICAL AND HORIZONTAL SLOTTEDHOLES SHALL BE PROVIDED TO PERMIT SUCH FIELD ADJUSTMENT; FINALCONNECTIONS ARE TO BE FIELD WELDED. MISCELLANEOUS LATERAL SUPPORTPLATES, ANGLES, PARTITION TOP ANCHORS, ETC. SHALL BE FIELD LOCATEDAND WELDED.

2. CONCRETE ON METAL DECK SHALL BE IN PLACE FOR AT LEAST TWO (2) WEEKSPRIOR TO FINAL FIELD ADJUSTMENT OF MASONRY WALL SUPPORTS.

3. THE INTENT OF THE MASONRY WALL SUPPORT DETAILS IS TO PROVIDECONTINUOUS SUPPORT. AS SUCH, SUPPORT SHALL BE PROVIDED ACROSSARE INDICATED. ON FRAMING SECTIONS THE FABRICATOR SHALL DEVELOP AREINDICATED. ON FRAMING SECTIONS THE FABRICATOR SHALL DEVELOP SIMILARDETAILS FOR CONDITIONS AT COLUMNS.

4. HANGER TYPE SUPPORTS SHALL BE PROVIDED AT THE MAXIMUM SPACINGINDICATED. HANGER TYPE SUPPORTS SHALL BE PROVIDED WITHIN ONE (1) FOOTOF SUPPORTED MEMBER ENDS UNLESS MEMBER END FRAMES TO A COLUMN, UNO.

5. ANGLES AND BEAMS WITH PLATES SUPPORTING MASONRY VENEER SHALL BEHOT-DIPPED GALVANIZED.

7. COMPACTED STRUCTURAL FILL BENEATH ALL FOUNDATIONS, SLABS ON GRADE ANDADJACENT TO FOUNDATION WALLS SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHESIN LOOSE THICKNESS AND BE COMPACTED TO A MAXIMUM DRY DENSITY PER (USE 4" LIFTS

FOR HAND COMPACTION EQUIP.) ASTM D-698 AS FOLLOWS:- BELOW ALL FOUNDATIONS AND TO WITHIN 12" OF SLAB SUBGRADE: 95%- TOP 12" OF FLOOR SLAB SUBGRADE: 100%- MOISTURE SHALL BE OPTIMUM TO +/- 2% OF OPTIMUM.

8. BACKFILL IMMEDIATELY BEHIND FOUNDATION WALLS SHOULD BE CLEAN,GRANULAR MATERIAL. EXCESSIVE COMPACTION MAY CAUSE DAMAGE TO THE WALLS. HAND OPERATED EQUIPMENT SHOULD BE USED FOR COMPACTION NEAR EXISTING AND NEW FOUNDATION WALLS. BACKFILL AGAINST NEW FOUNDATION WALLS ONLY AFTER FIRST FLOOR IS IN PLACE OR ADEQUATE BRACING HAS BEEN PROVIDED. CONCRETE FLOOR SLABS SHALL HAVE CURED 7 DAYS MINIMUM PRIOR TO BACKFILLING.

9. THE EXCAVATION FOR PLACEMENT OF COMPACTED STRUCTURAL FILL SHOULD EXTENDBEYOND THE EDGE OF FOOTINGS A MINIMUM DISTANCE EQUAL TO THE DEPTH OF FILL.

10. EXTEND BOTTOM OF EXTERIOR FOOTINGS AT LEAST 2'-8" BELOW THE EXTERIOR FINISHGRADE FOR PROTECTION AGAINST FROST.

11. ALL SUBGRADES AND UNDERCUTS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER.SOILS EXPOSED AT THE BASES OF ALL APPROVED FOUNDATION EXCAVATIONS SHOULDBE PROTECTED AGAINST ANY DETRIMENTAL CHANGE IN CONDITION, SUCH AS DISTURBANCEFROM RAIN OR FROST. SURFACE RUNOFF SHOULD BE DRAINED AWAY FROM THEEXCAVATIONS AND NOT BE ALLOWED TO POND. FOUNDATION EXCAVATIONS SHOULD BEPROTECTED FROM RAINFALL OR FREEZING CONDITIONS. SLOPE FOOTING EXCAVATIONS ASREQUIRED FOR STABILITY AND SAFETY OR PROVIDE SHEETING OR SHORING IN ACCORDANCEWITH OSHA REQUIREMENTS. IN THE EVENT THAT THE CONTRACTOR DETERMINES THATSHEETING AND SHORING IS REQUIRED FOR EXCAVATION, THE CONTRACTOR SHALL RETAINTHE SERVICES OF A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER FOR DESIGN ANDDOCUMENTATION OF ALL SHEETING AND SHORING REQUIRED FOR THE WORK.

16. CURING REQUIREMENTS:

a) SLABS TO BE COVERED WITH A FINISH MATERIAL MAY BE SPRAYEDWITH A CURING COMPOUND OR WET CURED AT CONTRACTOR'S OPTION.CONTRACTOR TO VERIFY COMPATIBILITY OF CURING COMPOUND WITHFINISH MATERIAL.

b) ALL SLABS AND WALLS EXPOSED TO VIEW SHALL BE WET CURED FORA MINIMUM OF 7 DAYS.

18. THE EXTERIOR WALL SYSTEM SHALL BE DESIGNED FOR A MAXIMUM ALLOWABLEHORIZONTAL DEFLECTION OF L/600 OF THE SPAN MEASURED FROM POINT OFATTACHMENT TO STRUCTURAL STEEL OR CONCRETE, INCLUDING EFFECTIVE STUDSONLY. REF. SPECIFICATION FOR WIND PRESSURES.

19. PERFORM WELDING OF ALL LIGHT GAUGE STEEL FRAMING IN ACCORDANCE WITHAWS D1.3 (SPECIFICATION FOR WELDING SHEET STEEL IN STRUCTURES).

20. CUT ALL LIGHT GAUGE STEEL FRAMING MEMBERS WITH SAWS OR SHEARS. FLAMECUTTING IS NOT PERMITTED.

21. THE LIGHT GAUGE STEEL FRAMING SUPPLIER AND ERECTOR SHALL HAVE A MINIMUM5 YEARS EXPERIENCE IN THE FABRICATION AND ERECTION OF LIGHT GAUGE STEELFRAMING SYSTEMS.

7. DECK MANUF. TO DESIGN FOR UPLIFT LOADS AS INDICATED.

8. FASTEN COMPOSITE FLOOR AND ROOF DECK PANELS TO SUPPORTINGSTEEL MEMBERS WITH 5/8” DIA PUDDLE WELDS AT 12” O.C.(36/4 PATTERN). FASTEN TO PERIMETER STEEL MEMBERS AT 12” O.C.UNLESS NOTED OTHERWISE, OR REQUIRED.

9. MECHANICALLY FASTEN COMPOSITE FLOOR AND ROOF DECK SIDE LAPSWITH SELF DRILLING NO. 10 SCREWS AT MIDSPAN OR 36” (MAX) O.C.UNLESS NOTED OTHERWISE OR REQUIRED.

COLD FORMED STEEL TRUSSES

1. ROOF TRUSS MINIMUM DESIGN REQ’MTS:

TOP CHORD LIVE LOAD 30 PSFTOP CHORD DEAD LOAD 10 PSFBOTTOM CHORD LIVE LOAD 20 PSF (ABOVE MECH. & ELEC. ROOM)BOTTOM CHORD DEAD LOAD 10 PSFBOTTOM CHORD CONCENTRATED LOAD

(CONCURRENT) 500 lb (ANYWHERE ALONG LENGTH OF TRUSS)MAX. TOTAL LOAD DEFLECTION L/240MAX. LIVE LOAD DEFLECTION L/360

2. COLD FORMED TRUSS MANUFACTURER TO DESIGN AND PROVIDE PERMANENT TRUSSBRACING AND TRUSS HOLD DOWNS AS REQUIRED.

3. SUBMIT COLD FORMED STEEL TRUSS SHOP DRAWINGS FOR APPROVAL PRIOR TOANY FABRICATION.

4. MANUFACTURER IS RESPONSIBLE FOR DESIGN OF CF TRUSSES. ALL SHOP DRAWINGSTO BE SEALED BY DELAWARE PROFESSIONAL ENGINEER.

5. PROVIDE DOUBLE TRUSS AT ALL GABLE ENDS (STRUCT. TRUSS PLUS GABLE END TRUSS).

POST INSTALLED ANCHORS

1. POST INSTALLED ANCHORS TO BE HILTI-HIT-HY 150 MAX ADHESIVE ANCHORINGSYSTEM OR EQUAL. SUBMIT MANUFACTURER'S LITERATURE FOR REVIEW/APPROVAL.

INC.

O N S U L T A N T S:

P R O J E C T

I S S U E D A T E S:

6 Larch Avenue Suite 398 Wilmington, Delaware 19804Ph. 302-998-7615 Fax. 302-998-7685

www.fcarchitects.net

F e a r n C l e n d a n i e l

DRAWING TITLE:

DWN BY: CHK BY: PROJ. NUMBER:

DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

THIS DRAWING AND THE DESIGN FEATURESREPRESENTED ARE PROPRIETARY TO FEARN-CLENDANIEL ARCHITECTS, INC. AND SHALL NOTBE REPRODUCED, ALTERED OR COPIEDWITHOUT WRITTEN PERMISSION.

© FEARN-CLENDANIEL ARCHITECTS, INC.

CDA ENGINEERING6 LARCH AVE, SUITE 401WILMINGTON, DE 19804P: 302-998-9202 F: 302-691-1314

BAKER INGRAM & ASSOCIATES, INC.1050 S. STATE STREETDOVER, DE 19901P: 302-743-7400 F: 302-734-7592

GIPE ASSOCIATES, INC.8719 BROOKS DRIVEEASTON, MD 21601P: 410-822-8688 F: 410-822-6306

07-19-12

3/4" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S10-00

WOODBRIDGE SCHOOLDISTRICT

WOODBRIDGE HIGH SCHOOL

STRUCTURAL NOTES

1 100% DD Drawings(not for construction)

3-28-12

2 Bid Pac A (not forconstruction)

6-14-12

3 BID PACK "A" -ISSUED FORBIDDING

07-03-12

4 ADDENDUM #2 07-19-12

IBC SPECIAL INSPECTION

1. SPECIAL INSPECTIONS AND TESTS SHALL BE IN CONFORMANCE WITH IBCCHAPTER 17 "STRUCTURAL TESTS AND SPECIAL INSPECTIONS". SUCHTESTS AND INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENTAPPROVED AGENCY EMPLOYED BY THE OWNER. THE AGENCY SHALL NOTIFYTHE ARCHITECT PROMPTLY OF IRREGULARITIES OR DEFICIENCIES OBSERVEDIN THE WORK AND PROVIDE WRITTEN REPORTS OF EACH INSPECTIONAND TEST.

2. FOR STRUCTURES ASSIGNED TO SEISMIC CATEGORIES C, D, E, OR F(SEE STRUCTURAL DESIGN CRITERIA), THE APPROVED AGENCY SHALLPROVIDE A QUALITY ASSURANCE PLAN, SPECIAL INSPECTIONS, ANDSTRUCTURAL TESTS FOR SEISMIC RESISTANCE, IN ACCORDANCE WITHIBC SECTIONS 1705, 1707 AND 1708, RESPECTIVELY.

3. FOR STRUCTURES IN WIND EXPOSURE CATEGORIES A AND B WHERE THEBASIC WIND SPEED IS 120 MPH OR GREATER, AND FOR STRUCTURES INWIND EXPOSURE CATEGORIES C AND D WHERE THE BASIC WIND SPEED IS110 MPH OR GREATER (SEE STRUCTURAL DESIGN CRITERIA), THE APPROVEDAGENCY SHALL PROVIDE A QUALITY ASSURANCE PLAN FOR WIND REQUIREMENTS,AND PERFORM SPECIAL WIND INSPECTIONS AND TESTS, ACCORDING TO IBCSECTION 1706.

4. FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORIES D, E OR F, ANDFOR STRUCTURES WHERE THE BASIC WIND SPEED IS 110 MPH OR GREATER ANDTHE BUILDING CATEGORY CLASSIFICATION IS III OR IV (SEE STRUCTURAL DESIGNCRITERIA), THE OWNER SHALL EMPLOY A REGISTERED DESIGN PROFESSIONAL TOPERFORM STRUCTURAL OBSERVATIONS.

5. FABRICATOR INSPECTION: WHERE FABRICATION OF LOAD-BEARING MEMBERS ANDASSEMBLIES (SUCH AS STRUCTURAL STEEL, LIGHT-GAGE STEEL TRUSSES, WOODTRUSSES, PRECAST CONCRETE, ETC.) IS PERFORMED ON THE PREMISES OF AFABRICATOR'S SHOP, SPECIAL INSPECTION SHALL BE PROVIDED TO VERIFYFABRICATION AND QUALITY CONTROL PROCEDURES, IN ACCORDANCE WITH IBCSECTION 1704.2.

6. STEEL CONSTRUCTION: SPECIAL INSPECTIONS SHALL CONFORM TO IBC SECTION1704.3 AND TABLE 1704.3 "REQUIRED VERIFICAION AND INSPECTION OF STEELCONSTRUCTION." STEEL CONSTRUCTION INCLUDES STRUCTURAL STEEL, STEELJOISTS AND JOIST GIRDERS, STEEL FLOOR AND ROOF DECK, AND LIGHT-GAGE STEELFRAMING, AND SHALL INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING(AS APPLICABLE). INSPECTION IS CONTINUOUS, UNLESS NOTED OTHERWISE.

A. PERIODIC MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTSAND WASHERS.

B. INSPECT HIGH-STRENGTH BOLTING (SLIP-CRITICAL CONNECTIONS) INACCORDANCE WITH RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTSUSING ASTM A325 OR A490 BOLTS."

C. PERIODICALLY INSPECT HIGH-STRENGTH BOLTING (BEARING-TYPECONNECTIONS) IN ACCORDANCE WITH RCSC'S "SPECIFICATION FORSTRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS."

D. INSPECT COMPLETE AND PARTIAL PENETRATION GROOVE WELDS,MULTIPASS FILLET WELDS, AND SINGLE-PASS FILLET WELDS > 5/16".IN ADDITION TO VISUAL INSPECTION, FIELD WELDED CONNECTIONSSHALL BE INSPECTED AND TESTED ACCORDING TO AWS D1.1.

E. PERIODICALLY INSPECT SINGLE PASS FILLET WELDS 5/16" AND SMALLER,AND FLOOR AND ROOF DECK WELDS. IN ADDITION TO VISUAL INSPECTION,FIELD WELDED CONNECTIONS SHALL BE INSPECTED AND TESTED ACCORDINGTO AWS D1.1.

F. PERIODICALLY INSPECT REINFORCING STEEL WELDING TO STRUCTURALSTEEL. IN ADDITION TO VISUAL INSPECTION, FIELD WELDED CONNECTIONSSHALL BE INSPECTED AND TESTED ACCORDING TO AWS D1.1.

G. PERIODICALLY INSPECT STEEL FRAME JOINT DETAILS.H. PERIODICALLY INSPECT SHEAR STUD WELDING. IN ADDITION TO VISUAL

INSPECTION, FIELD WELDED SHEAR CONNECTIONS SHALL BE INSPECTEDAND TESTED ACCORDING TO REQUIREMENTS OF AWS D1.1 FOR STUDWELDING AND AS FOLLOWS:1. BEND TESTS WILL BE PERFORMED WHEN VISUAL INSPECTIONS

REVEAL EITHER LESS THAN A CONTINUOUS 360 DEGREE FLASHOR WELDING REPAIRS TO ANY SHEAR CONNECTOR.

2. TESTS WILL BE CONDUCTED ON ADDITIONAL SHEAR CONNECTORSWHEN WELD FRACTURE OCCURS ON SHEAR CONNECTORS ALREADYTESTED, ACCORDING TO REQUIREMENTS OF AWS D1.1.

I. PERIODICALLY INSPECT JOIST AND JOIST GIRDER WELDS AND BRIDGINGINSTALLATION. IN ADDITION TO VISUAL INSPECTION, FIELD WELDS SHALLBE INSPECTED AND TESTED ACCORDING TO AWS D1.1.

J. PERIODICALLY INSPECT WELDING OF LIGHT-GAGE FRAMING.

PROVIDE ADDITIONAL SPECIAL SEISMIC AND WIND INSPECTIONS AND TESTS ASAPPLICABLE.

7. CONCRETE CONSTRUCTION: SPECIAL INSPECTIONS AND VERIFICATIONS SHALLCONFORM TO IBC SECTION 1704.4 AND TABLE 1704.4 "REQUIRED VERIFICATIONAND INSPECTION OF CONCRETE CONSTRUCTION", AND SHALL INCLUDE, BUT ISNOT LIMITED TO, THE FOLLOWING (AS APPLICABLE). INSPECTION IS CONTINUOUS,UNLESS NOTED OTHERWISE.

A. PERIODICALLY INSPECT PLACEMENT OF REINFORCING STEEL PRIOR TOCONCRETE PLACEMENT.

B. INSPECT ANCHOR BOLTS/RODS INSTALLED PRIOR TO OR DURINGCONCRETE PLACEMENT.

C. PERIODICALLY VERIFY USE OF REQUIRED DESIGN MIX FOR ELEMENTBEING PLACED.

D. SAMPLING FRESH CONCRETE: ASTM C172, EXCEPT MODIFIED FORSLUMP TO COMPLY WITH ASTM C94.1. SLUMP: ASTM C143; ONE TEST AT POINT OF DISCHARGE FOR

EACH DAY'S POUR OF EACH TYPE OF CONCRETE; ADDITIONALTESTS WHEN CONCRETE CONSISTENCY SEEMS TO HAVE CHANGED.MAXIMUM SLUMP:A. RAMPS, SLABS, WALLS & FOUNDATIONS: 3"B. CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING

ADMIXTURE (SUPERPLASTICIZER): 8"2. AIR CONTENT: ASTM C173, VOLUMETRIC METHOD FOR

LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE; ASTM C231,PRESSURE METHOD FOR NORMAL WEIGHT CONCRETE; ONE FOREACH DAY'S POUR OF EACH TYPE OF AIR-ENTRAINED CONCRETE.

3. CONCRETE TEMPERATURE: ASTM C1064; ONE TEST HOURLY WHENTHE AIR TEMPERATURE IS 40 DEGREES (F) AND BELOW, WHEN 80DEGREES (F) AND ABOVE, AND ONE TEST FOR EACH SET OFCOMPRESSIVE STRENGTH SPECIMENS.

4. COMPRESSION TEST SPECIMEN: ASTM C31; ONE SET OF FOURSTANDARD CYLINDERS FOR EACH COMPRESSIVE STRENGTH TEST,UNLESS NOTED OTHERWISE. MOLD AND STORE CYLINDERS FORLABORATORY CURED TEST SPECIMENS EXCEPT WHEN FIELD CUREDTEST SPECIMENS ARE REQUIRED.

5. COMPRESSIVE STRENGTH TESTS: ASTM C39; ONE SET FOR EACH100 CUBIC YARDS FOR WALL AND SLAB MIXES; ONE SET FOR EACH25 CUBIC YARDS OF FOOTING MIX PLACED IN ANY ONE DAY; ONESPECIMEN TESTED AT 7 DAYS, TWO SPECIMENS TESTED AT 28 DAYS,AND ONE SPECIMEN RETAINED IN RESERVE FOR LATER TESTING IFREQUIRED.

E. WHEN FREQUENCY OF TESTING WILL PROVIDE FEWER THAN FIVE STRENGTHTESTS FOR A GIVEN CLASS OF CONCRETE, CONDUCT TESTING FROM ATLEAST FIVE RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IFFEWER THAN FIVE ARE USED.

F. INSPECT CONCRETE PLACEMENT PROCEDURES FOR PROPER TECHNIQUES.G. PERIODICALLY INSPECT FOR MAINTENANCE OF SPECIFIED CURING

TEMPERATURES AND TECHNIQUES.H. INSPECT PRESTRESSED CONCRETE FOR APPLICATION OF PRESTRESSING

FORCES AND FOR GROUTING OF BONDED PRESTRESSING TENDONS.I. PERIODICALLY INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.J. PERIODICALLY VERIFY IN-SITU CONCRETE STRENGTH PRIOR TO STRESSING

OF TENDONS IN POST-TENSIONED CONCRETE, AND PRIOR TO REMOVALOF SHORES AND FORMS SUPPORTING THE WEIGHT OF CONCRETE, SUCHAS BEAMS AND STRUCTURAL SLABS.


8. MASONRY CONSTRUCTION: SPECIAL INSPECTIONS AND EVALUATION SHALL CONFORMTO IBC SECTION 1704.5 AND TABLE 1704.5.1 "LEVEL 1 SPECIAL INSPECTION", FORBUILDING CATEGORY CLASSIFICATIONS I, II AND III. INSPECTIONS AND EVALUATIONSSHALL INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING. INSPECTIONS ARECONTINUOUS UNLESS NOTED OTHERWISE.

A. TESTING FREQUENCY: TESTS AND EVALUATIONS LISTED SHALL BEPERFORMED DURING CONSTRUCTION FOR EACH 5000 SQUARE FEET OFWALL AREA OR PORTION THEREOF.

B. MORTAR PROPERTIES SHALL BE TESTED PER PROPERTY SPECIFICATIONOF ASTM C270.

C. MORTAR COMPOSITION AND PROPERTIES SHALL BE EVALUATED PERASTM C780.

D. GROUT SHALL BE SAMPLED AND TESTED FOR COMPRESSIVE STRENGTHPER ASTM C1019.

E. PERIODICALLY VERIFY PROPORTIONS OF SITE-PREPARED MORTAR,CONSTRUCTION OF MORTAR JOINTS, LOCATION OF REINFORCEMENT ANDCONNECTORS, PRESTRESSING TECHNIQUE, MATERIALS AND DEVICES.

F. PERIODICALLY VERIFY SIZE AND LOCATION OF STRUCTURAL ELEMENTS,ANCHORAGE DETAILS, REINFORCEMENT DETAILS, COLD AND HOT WEATHERPROTECTION, AND PRESTRESSING FORCE APPLICATION AND MEASUREMENT.

G. PRIOR TO GROUTING, PERIODICALLY VERIFY CLEAN GROUT SPACES,PLACEMENT OF REINFORCEMENT, CONNECTORS AND PRESTRESSINGTENDONS AND ANCHORAGES, AND CONSTRUCTION OF MORTAR JOINTS.

H. VERIFY GROUT PLACEMENT TECHNIQUES, AND GROUTING OF PRESTRESSINGBONDED TENDONS.I. OBSERVE PREPARATION OF GROUT AND MORTAR SPECIMENS, AND

PRISMS.J. PRE-CONSTRUCTION TESTING:

1. CLAY MASONRY UNIT TEST: FOR EACH DIFFERENT CLAY MASONRYUNIT INDICATED, TEST UNITS PER ASTM C67.

2. CONCRETE MASONRY UNIT TEST: FOR EACH DIFFERENT CONCRETEMASONRY UNIT INDICATED, TEST UNITS FOR STRENGTH, ABSORPTION,AND MOISTURE CONTENT PER ASTM C140.

3. PRISM TEST: FOR EACH TYPE OF WALL CONSTRUCTION INDICATED,TEST MASONRY PRISMS PER ASTM E447, METHOD B. PREPARE ONESET OF PRISMS FOR TESTING AT 7 DAYS AND ONE SET FOR TESTINGAT 28 DAYS.

K. EVALUATION OF QUALITY CONTROL TESTS: IN THE ABSENCE OF OTHERINDICATIONS OF NON-COMPLIANCE WITH REQUIREMENTS, MASONRY SHALLBE CONSIDERED SATISFACTORY IF RESULTS FROM CONSTRUCTION QUALITYCONTROL TESTS COMPLY WITH MINIMUM REQUIREMENTS INDICATED.

L. VERIFY WELDING OF REINFORCING BARS.


9. SOILS: SPECIAL INSPECTIONS SHALL CONFORM TO IBC SECTION 1704.7.INSPECTIONS AND TESTS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THEFOLLOWING. THE APPROVED AGENCY SHALL PROVIDE A QUALIFIED GEOTECHNICALCONSULTANT.

A. SUBGRADE PROOFROLLING VERIFICATIONB. PROPER FILL MATERIALS AND PLACEMENTC. PERFORM FIELD IN-PLACE DENSITY TESTS ACCORDING TO ASTM

D1556 (SAND CONE METHOD), ASTM D2167 (RUBBER BALLOONMETHOD), OR ASTM D2937 (DRIVE CYLINDER METHOD), ASAPPLICABLE.

D. FOOTING SUBGRADE: AT FOOTING SUBGRADES, PERFORM AT LEASTONE TEST OF EACH SOIL STRATUM TO VERIFY DESIGN BEARINGCAPACITIES. SUBSEQUENT VERIFICATION AND APPROVAL OF OTHERFOOTING SUBGRADES MAY BE BASED ON A VISUAL COMPARISON OFEACH SUBGRADE WITH RELATED TESTED STRATA WHEN ACCEPTABLETO THE ARCHITECT.

E. PAVED AND BUILDING SLAB AREAS: AT SUBGRADE AND AT EACHCOMPACTED FILL AND BACKFILL LAYER, PERFORM AT LEAST ONE FIELDIN-PLACE DENSITY TEST FOR EVERY 2000 SQUARE FEET OR LESS OFPAVED AREA OR BUILDING SLAB, BUT IN NO CASE FEWER THAN THREETESTS.

F. FOUNDATION WALL BACKFILL: IN EACH COMPACTED BACKFILL LAYER,PERFORM AT LEAST ONE FIELD IN-PLACE DENSITY TEST FOR EACH 100FEET OR LESS OF WALL LENGTH, BUT NO FEWER THAN TWO TESTSALONG A WALL FACE.

G. TRENCH BACKFILL: IN EACH COMPACTED INITIAL AND FINAL BACKFILLLAYER, PERFORM AT LEAST ONE FIELD IN-PLACE DENSITY TEST FOREACH 150 FEET OR LESS OF TRENCH, BUT NO FEWER THAN TWO TESTS.

H. WHEN TESTING AGENCY REPORTS THAT SUBGRADES, FILLS, OR BACKFILLSARE BELOW SPECIFIED DENSITY, SCARIFY AND MOISTEN OR AERATE, ORREMOVE AND REPLACE SOIL TO THE DEPTH REQUIRED, RE-COMPACT ANDRE-TEST UNTIL REQUIRED DENSITY IS OBTAINED.

10. SPRAYED FIRE-RESISTANT MATERIALS: SPECIAL INSPECTIONS SHALL CONFORM TO IBCSECTION 1704.11. iNSPECTIONS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THEFOLLOWING.

A. STRUCTURAL MEMBER SURFACE CONDITIONSB. FIREPROOFING APPLICATIONC. FIREPROOFING THICKNESS, DENSITY, AND BOND STRENGTH

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

3/4" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S10-01



SPECIAL INSPECTION NOTES


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

AKAJ.8

AL

AMAM.2

AM.8AN

AP

AQ

A16

A15.2A15

A14

A13

A12

A11

BA

A10

CE

C

C1

11

CD

7.5

7

5.9

A

4

5.1

B B.6 B.7

CB

3.5CC.2

C2

CD.5

8

A8.1

8.2

B2

BE

B1

J.6

JHG.9

G

65.8

BD

BC

K.6 L.6

9

10

M N P.6 Q

R

K L P

5.2

A7

AJ

A8A9

K.3 K.8

2

1

3

M.3 M.8

A5.6

A6

A5

A4

A3.5

A3

AHAG

D

AD.9

AD.7

AD.5

CC

0.5

AD.2

AC

AB

AAA1

A2

AD

AD.3

AD.8

AE

AF

P.3 P.8

S.2S

5

A9.5

A12.7

A11.9

7.2

3.8

3.1

A2.2

A2.6

A2.9

AA.8

SC

SD

SE

SB

A5.3

AE.8

A5.9

A7.2

AJ.2

A5.8

AH.3

D16

DJ

DH

DF

DK

DL

D15

D14

D12

D11

D10

D9

D8

D12.6

D7

DA

DG

D13

DD

D7.9

DJ.2

D11.4

S31

D6

D3.1D3

D1

DB

D4

D5

D2

DP

DN.7

DM.5

DM

DN

D3.8

D2.6

DJ.3

DH.2

D8.5

DK.2

D5.3

D4.5

DK.4

D6.8

D5.6

D6.5

DN.6

DN.3

DL.5

D3.4

D5.8

S41-01

1

S41-01

2

F

3.7

A7.9

A9.8

AL.5

A7.7

A7.8

A2.5A2.4

2.5

DF.6

S41-01

3

E5

EA

EB

E6

E4

D7.5

E3

E2

E1

E3.5

DE

DB.5DB.3

DF.2

C.1

AJ.6

S24

A7.10

FB

FA

DC.8

DE.6

D15.1

DG.9

AC.8

AE.2

A2.1

S41-02

1

S41-02

3

S41-02

2

S41-02

4

AD.6

S41-01

4

S41-01

5

D4.4

D4.8

DD.1

AJ.1

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

3/64" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-01



OVERALL FOUNDATION PLAN

3/64" = 1'-0"S11-011 Overall Foundation Plan


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

AKAJ.8 AM AM.2 AM.8 AN AQA15.2 A15 A14 A13 A12 A11 BA A10

CE

C

C1

11

CD

7.5

7

5.9

A

4

5.1

B B.6 B.7

CB

3.5CC.2

C2

CD.5

8

A8.1

8.2

B2

BE

B1

JHG.9

G

6

5.8

BD

BC

5.2

A7

AJA8A9

3

A5.6

A6

A4

A3.5 AHAG

D

AD.9

AD.7

AD.5

CC

0.5

5

A9.5

A12.7

A11.9

7.2

3.8

3.1

A5.3

AE.8

A5.9

A7.2

AJ.2

A5.8

AH.3

F

3.7

A7.9

A9.8

A7.7

A7.8

20' - 10"

F9c ,P2 [-4'-0"]

F8

F7c

F7c [-2'-0"]

C8t2

C10w

77

C10w

77

F9c ,P2

C10w

77

C10w

68

F6

C10w

68

F7 [-2'-0"]

C10w

68

F7c [-2'-0"]

C10w

68

F7 ,P2 [-4'-0"]

C10w

68

F6

C10w

77

F9

C10w

77

F9

C10w

77

F9

C10w

77

F9

C10w

77

F9

C10w

77

2.5

C8p

C8p

C8p

C8p

C8t2

C8t2

C6p

C6p

C6p

C6p

C8p

C6p

C8p

C8p

C8p

C8p

C8p

C8p

C8p

C8p

C6p

C6p

C6p

C6p

C6t2

C6t2

C6t2

C6p

C6p

C6p

C6p

C6p

C6p

C8p

C8t2

C8p

C8p

C8t2

C6p

C8t2

C8t2

C8t1

C8t1

C8t2

C6t1

C6t1

C8t2

C6t1

C6t1

C8t2

C8p

C8p

F5 F4 [-2'-0"]

F4 F4 [-2'-0"]

F4 [-2'-0"]

F4

F4

F7

F7

F9c

F9c

F6 ,P2F9

F9

F10u

F9c

F10u

F10u ,P2

C10w

68

C12w

79

C12w

79

C10w

68

C10w

33

C10w

33

C10w

33

C10w

33

C12w

79

C12w

65

C12w

65

F6 ,P1 [-2'-8"]

F6 ,P1 [-2'-8"]

15S31-02

4S31-02

3' - 4"

3' - 4

"

F6

F6

F6F6

F5

F5

F6 F6

F6

F6

F6

F5 ,P2 [-4'-0"]

F5 ,P1 [-4'-0"]

F5 ,P2 [-4'-0"]

F5

F10u ,P2 [-2'-0"]

F5

F7

F7

F4 ,P2 [-4'-0"]

F4 ,P2 [-4'-0"]

F6 ,P2 [-4'-0"]

F6

F5 [-2'-0"]F5 [-2'-0"]

F4

F6

F6

F4 [-2'-0"]

F5

F5 ,P2

C10w

68

2' - 2

1/4"

2' - 4

"

(+/-) 2 1/2"

2 1/2"

C.1

AJ.6

S24

A7.10

FB

FA

C6t1

F4 ,P1

F4 ,P1

F4 ,P1

F4 ,P1

F4 [-2'-8"]

F4 [-2'-8"]

AD.6

4' - 6

"

2' - 6"

BRAC

ED B

AY

4' - 0

"

F9c ,P2 [-2'-0"]

BRAC

ED

BAY

BRAC

ED B

AY

C10w33

C10w33

C10w68

C6p

C6p

C8p

C8p

C6t1

C6t1

C6t1

C6t1

11S31-01

10S31-02

WF3

WF3

10S31-02

11S31-02

11S31-02

WF3

WF4 [-0'-8"]

WF3

11S31-02

PIPE INV.46.8'(-3'-11 1/2")

PIPE INV.(+/-) 46.8'(-3'-11 1/2")

PIPE INV.

+/- 47.1' (-3'-8")

PIPE I

NV.

46.8

'(-3

'-11

1/2")

2' STEPFOOTING

2' STEPFOOTING

2' STEP

FOOTING

[-4'-8"]

(2) #4 IN SLAB

[-2'-0"]

[-0'-8"]

STEP FTG

STEP FTG

STEP FTG

[-0'-8

"]

STEP FTG

6" SLABON GRADE

1' - 10"

4' - 0 3/4"

4' - 0 3/4"

2' - 5

"

SUMP PITPER ARCHREF. 13/S31-01

ELEV. PIT - REF.ARCH FOR DEPTH- COORD. SUMPPIT W/ MEP &13/S31-01

(2) #4 IN

SLAB

(2) #4 IN

SLAB

F14.8

Cp6

,P1

,P2

,P2

C6t2

F5 ,P1

F5 ,P1

F5 ,P1

F5 ,P1

F5 ,P1

F5 ,P1

WF2

.4

WF2

.4

WF2.4

C8t2

5

S31-02

5

S31-02

5

S31-02

5

S31-02

SIM.

SIM.

CONC. STAIR -REF. 10/S31-01FOR ADD'L INFO.REF. ARCH FORDIMS & ELEV.

5S31-02

(TYP.)

19S3

1-01

1'-4" STEP FTG

C6t2

P1

C8t1P2

C10w

68

12

S31-01

FF ELEV.= +2'-11"

SIM.

F5 ,P1

F5 ,P1

F5 ,P1

11

S31-01

4" SLAB

AJ.1

WF2

WF2

WF2

12

S31-01

15

S31-02

C10

w68

C6t2

C10w

68

C8p

11S31-02

THIS F10u TO

BE 2'-8" THICK

AT ALL INT. CMUPARTITIONS, PROVIDE8" CMU ON A THICKENEDSLAB WITH #4 @ 24" o.c.VERT. IN GROUTED CORESWITH MATCHING DOWELS.

6" SLAB

WF2

WF2

WF2

WF2

(2) #4 BARS IN SLAB @RE-ENTRANT CORNERS(TYP.)

18S3

1-02

18S3

1-02

18S3

1-02

CJ (T

YP.)

- REF

. 6/S3

1-01

CJ (TYP.) - REF. 6/S31-01

,(F.P.

)

SLAB ISOL. JT.PER 7/S31-01(TYP.)

THICKENED SLABPER 8/S31-01(TYP.)

THICK

ENED

SLA

B

PER

8/S31

-01

(TYP.)

5' - 0

" 4' - 4"

2' - 1

0"

4' - 0"

3' - 6"

3' - 6

"

4' - 6"

4' - 10"

4' - 3

"

3' - 0

"

2' - 8"

3' - 0

"

2' - 10"

4' -

6"

3' -

0"

3' - 0"

3' - 3"

2' -

9"

2' -

9"

2' - 8"

SIM.

18S31-02

THICKEN SLABTO FTG @ COLSURROUND(TYP.4)

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC JDM D6932.00

S11-01A



PARTIAL FOUNDATION PLAN - AREAA

FOOTING SCHEDULEMARK SIZE THICK. REINFORCING

F3.5 3'-6" x 3'-6" 1'-0" 4 #5 E.W. BOTT.F4 4'-0" x 4'-0" 1'-0" 4 #5 E.W. BOTT.

F4.5 4'-6" x 4'-6" 1'-0" 4 #5 E.W. BOTT.F5 5'-0" x 5'-0" 1'-0" 7 #4 E.W. BOTT.F6 6'-0" x 6'-0" 1'-0" 6 #5 E.W. BOTT.F7 7'-0" x 7'-0" 1'-2" 7 #5 E.W. BOTT.F7c 7'-0" x 7'-0" 1'-4" 7 #6 E.W. T & BF8 8'-0" x 8'-0" 1'-4" 7 #6 E.W. BOTT.

F8.6 8'-0" x 6'-0" 1'-0" #6 LONGIT T & B#6 TRANSV. T & B

F9 9'-0" x 9'-0" 1'-6" 8 #6 E.W. BOTT.F9c 9'-0" x 9'-0" 1'-6" 8 #6 E.W. T & BF10 10'-0" x 10'-0" 2'-0" 8 #7 E.W. BOTT.F10u 10'-0" x 10'-0" 2'-0" 9 # 6 E.W. T. & B.F14.8 14'-8" x 8'-0" 1'-4" 7 #6 LONGIT T & B

14 #5 TRANSV. T & BWF2 2'-0" x CONT. 1'-0" 3 #5 LONGIT

#4 @ 48" TRANSV.WF2.4 2'-4" x CONT. 1'-0" 3 #5 LONGIT

#4 @ 48" TRANSV.WF3 3'-0" x CONT. 1'-0" 4 #4 LONGIT


#4 @ 48" TRANSV.

PIER, COLUMN & BASE PLATE SCHEDULEMARK SIZE BASE PLATE ANCHOR BOLTS

C6p Pipe6STD 12" x 12" x 3/4" (4) 3/4" DIAC6t1 HSS6X6X5/16 12" x 12" x 3/4" (4) 3/4" DIAC6t2 HSS6X6X1/2 12" x 12" x 3/4" (4) 3/4" DIAC6t3 HSS6X6X1/4 12" x 12" x 3/4" (4) 3/4" DIAC8p Pipe8XSTD 14" x 14" x 1" (4) 1" DIAC8t1 HSS8X8X1/4 14" x 14" x 3/4" (4) 3/4" DIAC8t2 HSS8X8X1/2 14" x 14" x 3/4" (4) 3/4" DIAC8t3 HSS8X6X1/2 14" x 14" x 3/4" (4) 3/4" DIA

C8w58 W8X58 14" x 14" x 3/4" (4) 3/4" DIAC10t1 HSS10X10X5/8 16" x 16" x 1" (4) 1" DIA

C10w33 W10X33 16" x 16" x 3/4" (4) 3/4" DIAC10w49 W10X49 16" x 16" x 3/4" (4) 3/4" DIAC10w68 W10X68 18" x 18" x 1 1/2" (4) 1" DIAC10w77 W10X77 18" x 18" x 1 1/2" (4) 1" DIAC12w53 W12X53 18" x 18" x 1" (4) 1" DIAC12w65 W12X65 19" x 19" x 1" (4) 1" DIAC12w79 W12X79 19" x 19" x 1 1/4" (4) 1" DIAC14w176 W14X176 22" x 22" x 1 1/2" (4) 1" DIA

P1 18" x 18" N/A N/AP2 24" x 24" N/A N/AP3 28" x 28" N/A N/A

NOTE:ALLOWABLE SOIL BEARING PRESSURE = 3000 PSF, TO BE VERIFIEDIN FIELD BY A GEOTECHNICAL ENGINEER PRIOR TO CASTINGFOOTING CONCRETE.

FOUNDATION & FIRST FLOOR PLAN NOTES:1. FIRST FLOOR REFERENCE ELEVATION = 0'-0". (REF. SITE PLAN 50.75')2. ELEVATIONS ARE NOTED FROM REF. EL. 0'-0" AS FOLLOWS: (-#'-#") INDICATES TOP OF PIER [-#'-#"] INDICATES TOP OF FOOTING3. FOUNDATION MEMBERS SHALL BE AT THE FOLLOWING ELEVATIONS, U.N.O.: PIERS T/PIER (-0'-8") U.N.O. FLOOR SLAB T/SLAB (0'-0") - U.N.O. EXTERIOR FTGS T/FTG [-2'-8"] U.N.O. - STEP FTGS AS REQ'D TO PROVIDE MIN. 2'-8" FROM FIN. GRADE TO BOTT. OF FTG. COORD. W/ CIVIL. - STEP FOOTING @ PIPES CROSSING WALLS. SEE 'STEP FOOTING AT PIPE CROSSING' AND 'PIPE CROSSING BELOW WALL FTG' TYP. DETAILS. CONTR. TO COORD. W/ ALL M/E/P DRAWINGS. INTERIOR FTGS T/FTG [-0'-8"] U.N.O. (COLUMN & WALL FOOTINGS)

- CONTR. TO COORD. ALL INTERIOR FOOTING ELEVATIONS WITH UNDERSLAB UTILITIES. DROP FOOTING & PROVIDE

A P2 PIER AS REQ'D.4. FOUNDATION MEMBERS ARE DESIGNATED AS FOLLOWS: F#.# FOOTING MARK - SEE SCHEDULE P# PIER MARK - SEE FOUNDATION SECTIONS.5. TYPICAL SLAB ON GRADE CONST.: 4" SLAB W/ 4" #57 STONE LAYER. REINF. W/ WWF 6x6-W2.1xW2.1 U.N.O. SEE SPECS FOR VAPOR BARRIER.6. " 6" SLAB ON GRADE" INDICATES 6" SLAB WITH 4" #57 STONE LAYER. REINFORCE WITH WWF 6x6 - W2.9xW2.9.7. COORDINATE WITH ARCH., MECH., ELEC. AND PLMB DRAWINGS FOR FLOOR SLOPES, DRAINS, OPENINGS, DEPRESSIONS, ETC. SLEEVES THRU FOUNDATION ARE SHOWN FOR INFO ONLY. INSTALL PER MEP AND SITE DRAWINGS.8. REF. TO ARCH. DRAWINGS FOR DIMENSIONS NOT SHOWN.9. REF. TO STRUCTURAL NOTES DRAWINGS S10-00 & S10-01.10. REF. TO TYPICAL DETAILS ON DRAWING S31-01 & S31-02.11. REF. ARCH. DRAWINGS AND SITE PLANS FOR ELEVATION OF BRICK SHELF. TOP OF BRICK SHELF TO BE A MIN. OF 8" BELOW FINISHED GRADE. CONTRACTOR TO COORDINATE.12. PROVIDE THICKENED SLAB UNDER ALL CMU PARTITIONS NOT INDICATED TO BE ON A FOOTING. REF. FOUNDATION PLANS, 8/S31-01 AND ARCH DRAWINGS.13. PROVIDE SLAB CONTROL JOINTS, CONSTRUCTION & ISOLATION JOINTS IN ALL SLABS PER 6 & 7/S31-01. CONTROL JOINT LAYOUT SHOWN IS FOR CONCEPTUAL PUPORSES. REF. SPECIFICATIONS & CONCRETE NOTES FOR ADDITIONAL INFO. COORDINATE FINAL LAYOUT WITH FLOOR FINISHES WHERE REQUIRED. REF. ARCH.

1/8" = 1'-0"S11-01A1 PARTIAL FOUNDATION PLAN - AREA A

A

B

C

DE

F

G

KEYPLAN


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

MASONRY REINFORCING NOTES:1. EXTERIOR 8" CMU: REINFORCE WITH #5 VERTICAL @ 24" o.c. IN GROUTED CORES UNLESS NOTED OTHERWISE ON FOUNDATION PLAN.2. EXTERIOR 12" CMU: REINFORCE WITH #6 VERTICAL @ 24" o.c. UNLESS NOTED OTHERWISE ON FOUNDATION PLAN.3. REINFORCE ALL INTERIOR 8" AND 12" CMU WITH #4 @ 48" o.c. UNLESS NOTED OTHERWISE ON PLAN. PROVIDE THICKENED SLAB @ ALL INTERIOR CMU WALLS AS REQ'D PER STANDARD DETAILS. REF. ARCH FOR WALL LOCATIONS.4. REINFORCE ALL ELEVATOR SHAFTS WITH #5 @ 16" o.c. VERTICAL IN GROUTED CORES.5. REINFORCE ALL STAIR TOWERS WITH #5 @ 16" o.c. VERTICAL IN GROUTED CORES.6. ALL VERTICAL REINFORCING TO EXTEND FOR FULL HEIGHT OF WALL UNLESS NOTED OTHERWISE.7. PROVIDE DOWELS FROM FOOTINGS TO MATCH VERTICAL REINFORCING TYPICAL FOR ALL WALLS.8. LAP SPLICE ALL VERTICAL REINFORCING IN ACCORDANCE WITH STANDARD DETAILS.9. GROUT ALL CORES BELOW GRADE SOLID. TYPICAL FOR ALL WALLS.10. PROVIDE HORIZONTAL JOINT REINFORCEMENT @ 16" o.c. VERTICAL IN ALL CMU WALLS. AT A MINIMUM, SPACE @ 16" o.c.11. PROVIDE REINFORCED BOND BEAMS IN CMU WALLS IN ACCORDANCE WITH THE DETAILS.12. SEE SPECIFICATIONS AND STANDARD DETAILS FOR ADDITIONAL INFORMATION.13. REFERENCE ARCHITECTURAL DRAWINGS FOR CONTROL JOINTS IN CMU & MASONRY VENEER.

REF. 13/S31-02 FOR BASE PLATE DETAILS.REF. 14/S31-02 FOR PIER DETAILS.

CC1 5.9

5.1CC.2

C2

A7

AJ

A8A8

A9A9

A5.6A5.6

A6

A5

A4

A3.5

A3A3

AHAG

D

AD.9AD.7AD.5

0.5

AD.2

ACABAA

A1A1

A2A2

AD AD.3 AD.8 AE AF

A9.5

3.1

A2.2A2.2

A2.6A2.6

A2.9

AA.8 SC SD SESB

A5.3

AE.8

A5.9

A7.2 A7.2

AJ.2

A5.8

BRAC

ED B

AYBR

ACED

BAY

F

F4.5 [-2'-0"]

F3.5 ,P1F3.5 ,P1

F3.5 ,P1 [-4'-8"]

F3.5 ,P1 F3.5 ,P1 F3.5 ,P1 F3.5 ,P1

F3.5 ,P1

F4.5 [-2'-0"]

F4.5 [-2'-0"] F4.5 [-2'-0"]

F4.5 [-2'-0"]F4.5 [-2'-0"]F4.5 [-2'-0"]F4.5 [-2'-0"]

F3.5 ,P1

F3.5 ,P1 F3.5 ,P1 F3.5 ,P1 F3.5 ,P1

F3.5 ,P1

F3.5 ,P1

C6t1 C6

pC6

p

C6t1

C6t1 C6

pC6

p

C6t1

C6t1

C6t1

C6t1

C6t1

C6p

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6p

C6t1WF2.4

WF2.4

WF2.4

WF4

WF2

.4

WF2

.4

WF4

C6t1

C6t1

C6t1

A2.5A2.5

A2.4A2.4

C8p

C8t2

C8t2

C8p

C6p

C6p

C6p

C8p

C8t2

C8p

C8p

F7

C10w49

C6t1C6t1

C6t1C6t1

C10w49

F3.5 ,P1

F3.5 ,P1

F3.5 ,P1

F3.5 ,P1

F8

F8

F10u ,P3

F10u ,P3

F10u ,P3

F10u ,P3

F9c

F9c

F6 ,P2

F9

F9

F10u

F9c

F10u

F10u ,P2

C10w

68

C10w

49

C12w

79

C12w

79

C10w

68

C10w

33

C10w

33

C10w

33

C10w

33

C12w

79

C12w

65

C12w

65

C12w

79

C12w

53

C12w

53

F8 ,P2F8.6 ,P2

F8 ,P2

2

S31-02

9

S31-02

8

S31-02

9

S31-02

8

S31-02

10

S31-02

3' - 4"

3' -

4"

F6F5

F10u ,P2 [-2'-0"]

F5

F7

F7

F5

2' -

4"

F8 ,P2

F5 ,P2

F5 ,P2

C10w

68

PIPE INV. +/- 47.0'(-3'-9")

PIPE INV. +/- 47.5'(-3'-3")

SHOWER - REF.ARCH & 5/S31-01(TYP.7)

DEPRESS SLAB FORWOOD COURT FLOOR- REF. ARCH & 5/S31-01

2 1/2" (+/-REF. ARCH)

(+/-) 2 1/2"

2 1/2"

AJ.6

A7.10

FB

F4 ,P1 F4 ,P1

AC.8 AE.2

A2.1A2.1

AD.6

F8.6 ,P2

5' -

0"

3' -

0"

4' -

6"

2' - 6"

BRAC

ED B

AY

4' -

0"

F9c ,P2 [-2'-0"]

BRAC

EDBA

Y

BRAC

ED B

AY

F7

F8 ,P2

C12w79

C12w65

C12w65

C6t1

C10w

33C1

0w33

C10w

33

C10w

33

C12w

79

2' -

0"

2' - 0 1/8"

C10w

68

C14w

176

C14w

176

C14w176

C14w176

C6pC8p

C8p

C6t1

C6t1

11

S30-01

11

S31-01

8

S31-02

9

S31-02

WF3

10

S31-02

10

S31-02

WF3

WF3

10A

S31-02

10A

S31-02

SIM.

10

S31-02

11

S31-02

11

S31-02

WF3

WF4 [-0'-8"]WF3

WF3

WF2

.4

WF3

WF2.4

WF2.4

11

S31-02

12

S31-02

12

S31-02SIM.

10

S31-02

12

S31-02SIM.

PIPE I

NV.

(+/-)

46.8

'

(-3'-1

1 1/2

")

PIPE INV.+/- 47.1' (-3'-8")

2' ST

EPFO

OTING

2' STEPFOOTING

2' STEPFOOTING

2' STEPFOOTING

1

S31-02

[-4'-8

"]

PRO

VID

E #5

@ 1

6" o

.c.

VERT

. IN

GRO

UTE

D C

ORE

S IN

WAL

L W

ITH

STR

IP W

IND

OW

S

CO

R ES

TH

IS W

ALL.

f'm

= 2

00

0 P

SI

PRO

VID

E #6

@ 1

6" o

.c.

VERT

. IN

GRO

UTE

D

PRO

VID

E #5

@ 1

6" o

.c.

VERT

. IN

GRO

UTE

D C

ORE

S IN

WAL

L W

ITH

STR

IP W

IND

OW

S

4" SLAB(TYP.)


RAISED SLAB & TRENCHDRAIN @ WASHER/DRYERCOORD. WITH ARCH & MEP.REF. SECTIONS 17 & 18/S31-01.

(2) #4 IN SLAB (2) #4 IN SLAB

AT CORNER WINDOWS,PROVIDE CHANNEL FRAMEPER 15/S31-02 SIM. (TYP.)

(2) #4 IN SLAB

(2) #4 IN SLAB ATALL RE-ENTRANTCORNERS

[-4'-8"]

(2) #4 IN SLAB

4" SLAB(TYP.)

(2) #4 IN SLAB

4" SLAB(TYP.)

#6 @ 16" o.c. VERT. (TYP. (2) END WALLS) PROVIDE #6 @ 16" o.c. VERT. IN GROUTED CORES THIS WALL. f'm = 2000 PSI

[-2'-0"]

[-0'-8"]

STEP FTG

STEP FTG

STEP FTG

[-0'-8

"]

STEP FTG

1

S31-02

9

S31-02

8

S31-02

NOTE: ENCASECOLS IN CONC.DOWN TO -2'-0"(TYP.)

,P1

(2) #4 INSLAB

(2) #4 INSLAB

12

S31-02

SIM.

F14.8 Cp6,P1

,P2 ,P2

CO

RES

TH

IS W

ALL.

f'm

= 2

00

0 P

SI

PRO

VID

E #6

@ 1

6" o

.c.

VERT

. IN

GRO

UTE

D

8

S31-02

8

S31-02

11

S31-01

10

S31-02

F3.5 F3.5

F3.5

F3.5

F3.5F3.5

C6t3

C6t3

C6t3

C6t3

C6t3

C6t3

4

S31-02

19

S31-01

5S31-02

(TYP.)

19

S31-

01

12S3

1-01

AJ.1

WF2

12" CMU

P1 P1THIS WALL fm = 2000 PSI

PROVIDE #6 @ 16" o.c.VERT. IN GROUTED CORES

SIM.(REF. OFFSET)

SIM.

11

S31-01

11

S31-02

1

S31-02

THIS F10u TOBE 2'-8" THICK

CJ (TYP.) - REF. 6/S31-01

CJ (TYP.) -REF. 6/S31-01

18

S31-

02

8

S31-02

SIM.(REF. OFFSET)

8

S31-02

SIM.(REF. OFFSET)



5' -

0"

4' - 4"

2' -

10

"

4' - 0"

3' - 6"

3' -

6"

4' - 6" 4' - 10"4

' - 3

"

3' -

0"

10

8' -

4"

NOTE: PROVIDE HORIZ.BOND BEAM x 8' LONGWITH (2) #5 @ 4' o.c.VERT. (TYP. AT (4) WINGWALLS).

THICK

EN S

LAB

TO FT

G @

COL

SURR

OUND

(TYP.4

)

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC API D6932.00

S11-01B



PARTIAL FOUNDATION PLAN - AREAB

A

B

C

DE

F

G

KEYPLAN

1/8" = 1'-0"S11-01B1 PARTIAL FOUNDATION PLAN - AREA B










#4 @ 48" TRANSV.NOTE:ALLOWABLE SOIL BEARING PRESSURE = 3000 PSF, TO BE VERIFIEDIN FIELD BY A GEOTECHNICAL ENGINEER PRIOR TO CASTINGFOOTING CONCRETE.







3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12






NOTES:1. GYM SLAB TO BE WET CURED.

AK

AJ.8

AL

AM

AM.2

AM.8

AN

AP

AQ

A16

A15.2 A15

A14 A13 A12 A11

BA

A10

C

C1

11 5.9 5.1

C2

CD.5

8

A8.1

8.2

B2

BE

B1

J.6

J

H

G.9

G

6

5.8

BD

BC

K.6

5.2

3

A5.6D

5

A9.5

A12.7

A11.9

A5.9A5.8

AH.3

F

3.7

A7.9

A9.8

AL.5

A7.7

A7.8

F9c ,P2 [-4'-0"]

F9 [-2'-0"]

F7c

F8 [-2'-0"]

C10w

77

F8 ,P2

C10w

77

C10w

77C1

0w68

C10w

68

C10w

68

F6 ,P2

C10w

68

F7 ,P2

C10w

68

F7 ,P2

C10w

68

F7 ,P2

C10w

68

C10w

68

F6

C6t2

C6t2

C8t3

C8t3

C6t2

C6t2

C10w

77

C10w

77

F7

C10w

77

F7

F4 ,P1

F4 ,P1

F4 ,P1

F4 ,P1

F4 ,P1 F4 ,P1

C10w

68

F6 ,P2

C10w

68

F7 ,P2

C10w

68

F7 [-2'-0"]F7c [-2'-0"]

C10w

68

F7 ,P2 [-4'-0"]

C10w

68

F6

C10w

77

F9

C10w

77

F9

C10w

77

F9

C10w

77

F9

C10w

77

F9

C10w

77

F9

C10w

77

F9 [-2'-0"]

C10w

77

F9 [-2'-0"]

C10w

77

F9

C10w

77

F9

2.5

C6t2

C8p

C8p

C8p

C8t2

C6p

C8p

C6p

C6p

C8t2

C8t2

C8t2

C8t1

C8t1

C8t2

C6t1

C6t1

C8t2

C6t1

C6t1

C8p

C8p

C8p

C8p

C8p

C8p

C8p

C6t2

F5

F4 [-2'-0"]

F6 ,P2

F6 ,P2

F6 ,P2

F6 ,P2

F6 ,P2

F4

F4 [-2'-0"]

F4 [-2'-0"]

F4

F4

F7

F7

2

S31-02

2

S31-02

2

S31-02

F5 ,P2 [-4'-0"]

F4 ,P2 [-4'-0"]

F6 ,P2 [-4'-0"]

F6

F5 [-2'-0"]

F5 [-2'-0"]

F4

F6

F4 [-2'-0"]

AJ.6

S24

FB

FA

F4 C6t2

11

S31-02

PIPE INV.47.0' (-3'-9")

PIPE INV.46.8'(-3'-11 1/2")

2' STEPFOOTING

2' STEPFOOTING

6" SLABON GRADE

SUMP PIT

PER ARCH

REF. 13/S31-01

ELEV. PIT - REF.

ARCH FOR DEPTH

- COORD. SUMP

PIT W/ MEP &

13/S31-01

4

S31-02

F5 ,P1

CONC. STAIR -

REF. 10/S31-01

FOR ADD'L INFO.

REF. ARCH FOR

DIMS & ELEV.

WF2.4

4

S31-02

1

S31-02

WF2.4

WF2.4

WF2

.4

WF2

.4W

F2.4

WF2.4

1

S31-02

WF2.4

19

S31-01

C8t1

P2

12S31-01

1S31-02

FF ELEV.

= +2'-11"

WF2

12S31-01

C10w

68

4" SLAB

11

S31-01

15

S31-02

F7 ,P2

F5 ,P1

C8p

F4 [-2'-0"]

F6 [-2'-0"]

C10w

68

6" SLAB

WF2

WF2

WF2

WF2

(2) #4 BARS IN SLAB @

RE-ENTRANT CORNERS

(TYP.)

18

S31-02

18

S31-02

18

S31-02


CJ (TYP.) - REF. 6/S31-01

SIM.

,(F.P.

)

,(F.P.

)

,(F.P.

)

,(F.P.

)

,(F.P.)



2' -

8"

3' - 0"

3' - 0

"

3' - 0"

3' - 3"

2' - 9

"

2' - 9

"

2' - 8"

SIM.

18

S31-02

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC JDM D6932.00

S11-01C



PARTIAL FOUNDATION PLAN - AREAC

A

B

C

DE

F

G

KEYPLAN

1/8" = 1'-0"S11-01C1 PARTIAL FOUNDATION PLAN - AREA C


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12





















AM.8

BA

5.9

5.1

8

A8.1

8.2

B2

BE

B1

J.6

JHG.9

G

6

5.8

BDBC

K.6 L.6

9

10

M

M

N

N P.6

Q

Q R

RK L P

5.2

AJ

K.3 K.8

2

1

3

M.3

M.3

M.8

M.8

P.3 P.8 S.2

S

S

5

A5.3

AJ.2

DF

D15

D14

D13

DD

S31

F

3.7

A7.9

A7.7

A7.8

F10 [-2'-0"]F9c ,P2 [-4'-0"]

F8 F9 [-2'-0"] F9 [-2'-0"] F9 [-2'-0"] F9 F9 F8

F9 [-2'-0"] F9 [-2'-0"]

F9

F9F9 [-2'-0"]F9 [-2'-0"]F7c F10

F10u

F8 [-2'-0"]

F7c [-2'-0"]

F14.8 ,P2

F4 ,P1F4 ,P1

F6 ,P2F7 ,P2F14.8 ,P2F14.8 ,P2F14.8 ,P2F14.8 ,P2F14.8 ,P2

C10w

68

C6p

C6p

C6p

C6p

C6p

C6p

C8t2

C10w

77

C10w

77

C10w

77

C10w

77

C10w

77

C10w

77

C10w

77

C10w

77

C10w

77

C10w

77C8

t2

F4 ,P1F4 ,P1F4 ,P1F4 ,P1

WF2.4 WF2.4 WF2.4

WF2.4WF2.4WF2.4 WF2.4

F6 ,P2F9c ,P2

F7 ,P2 F7 ,P2 F7 ,P2

F9c ,P2

F8 ,P2

F14.8 ,P2 F14.8 ,P2

F4 ,P1

F4 ,P1

C10w

77

C10w

77C10w

77

C10w

77

C10w

77C10w

77

C10w

77

C10w

77

C10w

68

C10w

68

C10w

68

C6p

C6p

C10w

68

C10w

68

C10w

68

C10w

68

C10w

68C1

0t1

C8t2

C6p

C6t1

2.5

C8p

C8p

C8p

C8p

C8p

C8t2

C8t2

C8t1

C8t1

C8t2

C6t1

C6t1

C8t2

C6t1

C6t1

C8p

C8p

C8p

C8p

F5 F4 [-2'-0"]F6 ,P2

F6 ,P2

F4 F4 [-2'-0"]

F4 [-2'-0"]

F4F4 ,P1

C6t1

F4 ,P1

F4 ,P1

F4 ,P1

F5

15

S31-02

15

S31-02

15

S31-02

15

S31-02

F10u ,P2

F4 ,P2 [-4'-0"]

F4 ,P2 [-4'-0"]

F6 ,P2 [-4'-0"]

F6

F5 [-2'-0"]F5 [-2'-0"]

F4

F6

E5

EA

E4

E3

E2

E1C1

0t1

S24

A7.10

FB

FA

C6t1

F4 ,P1

F4 ,P1

F4 ,P1

DE.6

BRAC

ED

BAY

C10w68

F4 [-2'-0"]

DD.1

C6t1

C6t1

11S31-02

PIPE INV. 46.3'(-4'-5 1/2")

2' STEPFOOTING

[-0'-8

"]

STEP FTG

6" SLABON GRADE

6" SLABON GRADE

1' - 10"

2' STEPFOOTING

2' STEPFOOTING

WF3

[-0

'-8"]

WF3

[-0

'-8"]

WF3

[-0

'-8"]

SUMP PITPER ARCHREF. 13/S31-01

ELEV. PIT - REF.ARCH FOR DEPTH- COORD. SUMPPIT W/ MEP &13/S31-01

4

S31-02

4

S31-02

WF2.4

19S3

1-01

1'-4" STEP FTG

C6t2

P1

C8t1P2

1

S31-02

C10w

68

12

S31-01

1

S31-02

C10w68P2C10w68P2

C10w68

P2

C10w68P2

C10w68

P2

C10w68P2

C10w68

P2

C10w68P2

C10w68

P2

C10w68P2

C10w68

P2

C10w68P2

C10w68

P2

C10w68P2

1

S31-02

1

S31-02

F4 ,P1

SIM.

5S31-02

5S31-02 WF2

F4 ,P1

AJ.1

WF2

WF2

WF2

12

S31-01

SIM.(@ C.W.)

C6t2

C10w

68

C8p

WF2.4 (2) #4 IN SLAB@ RE ENTRANTCORNERS (TYP.)

F6

4" SLAB

WF2.4

WF2.4

2' - 6"

2' - 8"

3' -

6"

3' -

5"

WF3

WF2

C10

w77

(F.P

.)


SIM.(@ C.W.)

SIM.(@ C.W.)

SIM.(@ C.W.)

2' STEPFOOTING

11

S31-01

2' STEPFOOTING

CJ (TYP.) - REF. 6/S31-01

,(F.P.

)

,(F.P.

)

,(F.P.

)

,(F.P.

)

,(F.P.

)

,(F.P.

)

,(F.P.

)

,(F.P.

)



2' - 10"

4' -

6"

3' -

0"

3' - 0"

3' - 3"

2' -

9"

2' -

9"

2' - 8"

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC JDM D6932.00

S11-01D



PARTIAL FOUNDATION PLAN - AREAD

A

B

C

DE

F

G

KEYPLAN

1/8" = 1'-0"S11-01D1 PARTIAL FOUNDATION PLAN - AREA D


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12





















UP

8

6

5.8

9 N

P.6

Q

R

5.2

3

S.2

S

5

D16D16

DJDH

DF

DF DK DL

D15D15

D14

D12

D11

D10

D9D9

D8D8

D12.6

D7

DA DG

D13D13

DD

D7.9D7.9

DJ.2

D11.4D11.4

S31

D8.5

D6.8

F9

F8

F9 [-2'-0"]

F9 [-2'-0"]

F10u

F6 ,P2

C10w

68C1

0w77

C10w

77

C10w

77

C8t2

F7 ,P2

F7 ,P2

F7 ,P2

F9c ,P2

C10w

77

C10w

77

C10w

68

C10w

68

C10w

68

C10w

68

C10w

68

C6t1

C6t1

C8t2

C8t2

C8t2

C8t2

C6t1

C6t1

C6t1

C6t1

C6t2

C6t1

C6t1

C6t1

C6t1

C6t1

C6t2

C6t2

C6t2

C6t1

C6t2

C6t2

C6t1

C6t1

C10t

1

C8t2

C10w

77

C10w

77

C6t1

C8t2C1

0w77

C6p

C6t1

C6t1

C6t1

C6t2

C6t1

C6t2

2.5

F6 ,P2F6

F6 F6 ,P2

F6

F6

F6 [-2'-0"]

F6 [-2'-0"]

F6 [-2'-0"]

F6 [-2'-0"]

F5 ,P1 [-6'-8"]

F5 ,P1

F5 ,P1

F5 ,P1 F5 ,P1

F5 ,P1 [-6'-8"]

F5 ,P1

F5 ,P1

F6

F6

F6

F6

F5 ,P1

F5 ,P1

F5 ,P1

F6 ,P1

C10w

77

F10u ,P2F10u [-0'-8"]

F6 [-0'-8"]

F6 [-0'-8"]

F10u F10u

F6C6t1

RAMP DOWN

F4 ,P1

C6t1

F4 ,P1

F4 ,P1

F4 ,P1

F5

WF2

[-0

'-8"]

WF2

[-0

'-8"]

8

S31-02

9

S31-02

E5

EA

EB

E6E4

D7.5

E3

E2

E1

C6t1

F4 ,P1

E3.5

C6t1

F4 ,P1

DEDB.5

C10t

1

PIPE INV. 44.9(-5'-10 1/2")

PIPE INV. 46.9(-3'-10 1/2")

PIPE INV. 46.8(-3'-11 1/2")

4"

4"

DEPRESS SLAB FORWALKIN COOLER -REF. ARCH

DEPRESS SLAB FORFOR TILE - REF. ARCH

3/4

"

3/4

"

3/4" 3/4"

3 1/4"

CAN WASH -REF. ARCH

DB.3

FF +1'-3"

D15.1D15.1

DG.9

2' STEPFOOTING

2' STEPFOOTING

C6t1

C6t1

BRACED BAY BRACED BAY

CONC. STAIR -REF. ARCH &10/S31-01

10" CIPCONC. WALL

15

S31-0115

S31-01

SIM.

14

S31-01

T.O.SLAB @ DOCK LEVELER:-4'-8 1/4" +/- V.I.F.

T.O.WALL ELEV.-4'-0" +/- V.I.F.

STEP FTG AS REQ'D FORTOP OF FTG TO BE BELOWTRENCH DRAIN. REF. CIVILDWGS FOR DRAIN LOC'N

RETAINING WALL -SEE CIVIL DWGS

C8t2

C6p

C6p

C6p

F4 [-2'-0"]

F4 [-2'-0"]

DD.1

3' - 6"

PIPE I

NV. 4

6.3'

(-4'-5

1/2"

)

PIPE INV.46.6' (-4'-2")

9

S31-01

9

S31-01

9

S31-01

6" SLAB ON GRADE

6" SLABON GRADE

2' ST

EP

FOOTIN

G

2' STEPFOOTING

[-6'-8"]

[-6'-8"]

[-6'-8"] [-6'-8"]

2' STEPFOOTING

GREASE INTERCEPTOR BASE@ 41.2' +/- REF. MEP

PIPE INV.47.0 (-3'-9")

2' STEPFOOTING

6" SL

AB

ON GR

ADE

1' - 1

0"

2' ST

EP

FOOTIN

G

2' ST

EP

FOOTIN

GW

F3 [-

0'-8

"]

WF3

[-0

'-8"]

WF3

[-0

'-8"]

2' STEPFOOTING

WF2

[-0

'-8"]

WF2

[-0

'-8"] WF2 [-0'-8"]

+ 0'-7"

+ 1'-9"

+ 2'-4"

+ 2'-11"

+ 0'-7"

+ 1'-9"

+ 2'-4"

+ 2'-11"

4S3

1-02

4S3

1-02

1S3

1-02

F4 ,P1

SIM.

5

S31-02

5

S31-02

WF2

19

S31-01

9

S31-02

8

S31-02

WF3

WF3 [-6'-8"]

F4 ,P1

5S31-02

TYP.

19S31-01 W

F2

WF3 [-6'-8"]

9

S31-02

WF3

[-4

'-8"]

8

S31-02

9

S31-02

F6

WF2.4

2' - 6

"

2' - 8

"

3' - 6"

3' - 5"

WF3

WF3

[-6

'-8"]

WF2

.4 [-

6'-8

"]

WF3

3' - 11 1/2"

3' -

10

"

WF2W

F2

F4 ,P1 [-6'-8"]

F4 ,P1[-6'-8"]

C10w77

(F.P.)

CJ (TYP.) - REF. 6/S31-01


RAISED SLAB & TRENCH DRAIN@ WASHER/DRYER. COORD. W/ARCH & MEP REF. SECTIONS17 & 18/S31-01

2' ST

EP

FOOTIN

G

,(F.P

.)

,(F.P

.)

,(F.P

.)

,(F.P

.)

,(F.P

.)



(2) #4 INSLAB (TYP.)

5

S31-01

KETTLE PIT- REF. ARCH

5

S31-01

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-01E



PARTIAL FOUNDATION PLAN - AREAE

A

B

C

DE

F

G

KEYPLAN

1/8" = 1'-0"S11-01E1 PARTIAL FOUNDATION PLAN - AREA E


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12





















DH

DH

DF

DF

D8

D7

DA DG

D7.9

DJ.2

D6

D3.1

D3

D1

DB

D4D4

D5D5

D2

D3.8

D2.6

DJ.3

DH.2

D6.8

D5.8

C8t2 C6

t1

C6t1

C10w

77

C10w

77

C6t1

C8t2C1

0w77

C10w

77

C10w

77

C10w

68

C10w

68

C10w

77

C10w

68

C10w

77

C10w

77

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

F5 ,P1

F7

F5 ,P1

F7 ,P1

F6

F7

F6 ,P2

F6 ,P2F6

F6 F6 ,P2

F7

DF.6

WF2

C10w

77

C6t1

C10w

77

F10u [-0'-8"]

F6 [-0'-8"]

F10u ,P2 [-2'-8"] F10u ,P2

F6 ,P2 [-2'-8"]

F10u ,P2

F6 ,P2 [-4'-8"]

F6 ,P2 [-4'-8"]

F10u ,P2

F10u ,P2

F10u ,P2 [-2'-8"]

F10u ,P2 [-2'-8"]

F6 ,P2 [-4'-8"]

F10u ,P2F10u [-0'-8"]

F6 [-0'-8"]

F6 [-0'-8"]

F10u F10u

C6t1

C6t1

C6t1

C10w

68

C10w

68

C10w

77

C10w

77

F6

SLO

PE S

LAB

RAMP DOWN

CAST IN PLACECONC. STAIR

CAST IN PLACECONC. STAIR

WF2 [-4'-8"]

RW6.5 [-4'-8"]

WF2 [-4'-8"]

F5 ,P1 F5 ,P1 F5 ,P1 F5 ,P1

F4 ,P1

WF2

[-0

'-8"]

WF2

[-0

'-8"]

STEPPING SLABFOR SEATINGREF. ARCH.

STEPPING SLABFOR SEATINGREF. ARCH.

8

S31-02

9

S31-02

8

S31-02

E5

EB

E6

E4

D7.5

E3

E2

E1

C6t1

F4 ,P1

E3.5

C6t1

F4 ,P1

1' -

10

"

DE

DE

DB.5

DB.5

3" ELEV. PIT

F5 ,P1

FF:0'-0"

3/4

"

2 1/2"

DB.3 DF.2

DEPRESS SLAB 2 1/2"FOR WOOD STAGEFLOOR - REF. ARCH

FF +1'-3"

DC.8

DC.8

DE.6

DE.6

DG.9

DG.9



BRAC

ED B

AY

BRAC

ED B

AY

D4.4D4.4

D4.8D4.8

C8t2

C6p

C6p

F4 [-2'-0"]

C6t1

9

S31-01

FF:-3'-6"

PIPE INV.47.0 (-3'-9")

2' STEPFOOTING

2' STEPFOOTING

2' STEPFOOTING

2' STEPFOOTING

2' STEPFOOTING

C8t1

C8t1

F4 [-4'-8"] F4 [-4'-8"]

RW6.5 [-4'-8"]

RW6.5 [-4'-8"]

WF2.4 [-0'-8"]

WF2.4

WF2

.4

WF2

.4

WF2

.4 [-

4'-8

"]

2' STEPFOOTING

WF2

.4 [-

2'-8

"]

SLO

PE S

LAB

FLAT SLAB

FLAT

SLAB

T.O.SLAB: -2'-0"

T.O.SLAB: 0'-0"

FLAT

SLAB

2' STEPFOOTING

T.O.SLAB: 0'-0"

2' STEPFOOTING

WF2

[-0

'-8"]

WF2

[-0

'-8"] WF2 [-0'-8"]

+ 0'-7"

+ 1'-9"

+ 2'-4"

+ 2'-11"

+ 0'-7"

+ 1'-9"

+ 2'-4"

+ 2'-11"

INTEGRALTREAD &RISER (TYP.)

5S31-02

TYP.

19S31-01 W

F2

19

S31-01

WF3

WF3

WF2

3' - 11 1/2"

3' -

10

"

WF2

CJ (TYP.) - REF. 6/S31-01


CJ (TYP.) - REF. 6/S31-01




WF2

WF2

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-01F



PARTIAL FOUNDATION PLAN - AREAF

A

B

C

DE

F

G

KEYPLAN

1/8" = 1'-0"S11-01F1 PARTIAL FOUNDATION PLAN - AREA F


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12





















DH

DH

DK DL

D10

D9

D7

D7.9

DJ.2

D5D5

DPDN.7DM.5DM DN

D3.8

D2.6

DJ.3DH.2

D8.5

DK.2

D5.3

D4.5

DK.4

D6.8

D5.6

D6.5

DN.6DN.3

D3.4

D5.8

C6t1

C6t1

C6t2

C6t2

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t2

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C6t1

C8t1

C6t1

C6t1

C6t1

C8t1

C8t1

C8t1

C6t1

C6t2

F5 ,P1

F7

F5 ,P1

F7 ,P1

F6

F7

F6 ,P2

F6 ,P2F6

F6 F6 ,P2

F7

F6F6 [-2'-0"] F5 ,P1

F5 ,P1

F5 ,P1

F6

F5 ,P1 [-4'-8"]

F6 ,P1

F5 ,P1

F5 ,P1F5 ,P1

F5 ,P1

F6

F6

F5

F6

F6

F5 ,P1

F5 ,P1

F5 ,P1

F6

F6

F6

F6 [-2'-0"]

F6F6

F6 [-2'-0"]

F6

F5 ,P1 F5 ,P1

F6 [-2'-0"]

F6

F6

F6

F5 ,P1

F5 ,P1

F5 ,P1

F5 ,P1F5 ,P1

WF2 W

F2

8

S31-02

9

S31-02

8

S31-02

8

S31-02

PIPE INV.47.0 (-3'-9")

DEPRESS SLAB 4"FOR COOLER -REF. ARCH

WF4

WF4

WF4

5" SLAB ON GRADE REINF. ON 4"STONE W/ 6x6 WWF - W2.1xW2.1

16

S31-0116

S31-01

16

S31-01

DG.9

DG.9

D4.4

D4.8

9

S31-01

9

S31-01

9

S31-01

9

S31-01

9

S31-016" SLABON GRADE

2' STEPFOOTING

2' STEPFOOTING

2' STEPFOOTING

8

S31-02

19

S31-01

WF3

WF3

WF3 WF3

WF3

WF3

WF3

8

S31-02

9

S31-02

8

S31-02

WF2 [-2'-8"]

WF2

WF3

COORD. FTG ELEVSW/ UNDERGROUNDMEP.


CJ (TYP.) - REF. 6/S31-01

CJ (TYP.) - REF. 6/S31-01





(2) #4 INSLAB

WF2

WF2

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-01G



PARTIAL FOUNDATION PLAN - AREAG

A

B

C

DE

F

G

KEYPLAN

1/8" = 1'-0"S11-01G1 PARTIAL FOUNDATION PLAN - AREA G


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12





















AKAJ.8

AL

AMAM.2

AM.8AN

AP

AQ

A16

A15.2A15

A14

A13

A12

A11

BA

A10

CE

C

C1

11

CD

7.5

7

5.9

A

4

5.1

B B.6 B.7

CB

3.5CC.2

C2

CD.5

8

A8.1

8.2

B2

BE

B1

J.6

JHG.9

G

65.8

BD

BC

K.6 L.6

9

10

M N P.6 Q

R

K L P

5.2

A7

AJ

A8A9

K.3 K.8

2

1

3

M.3 M.8

A5.6

A6

A5

A4

A3.5

A3

AHAG

D

AD.9

AD.7

AD.5

CC

0.5

AD.2

AC

AB

AAA1

A2

AD

AD.3

AD.8

AE

AF

P.3 P.8

S.2S

5

A9.5

A12.7

A11.9

7.2

3.8

3.1

A2.2

A2.6

A2.9

AA.8

SC

SD

SE

SB

A5.3

AE.8

A5.9

A7.2

AJ.2

A5.8

AH.3

D16

DJ

DH

DF

DK

DL

D15

D14

D12

D11

D10

D9

D8

D12.6

D7

DA

DG

D13

DD

D7.9

DJ.2

D11.4

S31

D6

D3.1D3

D1

DB

D4

D5

D2

DP

DN.7

DM.5

DM

DN

D3.8

D2.6

DJ.3

DH.2

D8.5

DK.2

D5.3

D4.5

DK.4

D6.8

D5.6

D6.5

DN.6

DN.3

DL.5

D3.4

D5.8

S41-01

1

S41-01

2

F

3.7

A7.9

A9.8

AL.5

A7.7

A7.8

A2.5A2.4

2.5

DF.6

S41-01

3

E5

EA

EB

E6

E4

D7.5

E3

E2

E1

E3.5

DE

DB.5DB.3

DF.2

C.1

AJ.6

S24

A7.10

FB

FA

DC.8

DE.6

D15.1

DG.9

AC.8

AE.2

A2.1

S41-02

1

S41-02

3

S41-02

2

S41-02

4

AD.6

S41-01

4

S41-01

5

D4.4

D4.8

DD.1

AJ.1

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

3/64" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-02



OVERALL SECOND FLOOR & LOWROOF FRAMING PLAN

3/64" = 1'-0"S11-021 Overall Second Floor & Low Roof Framing Plan


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

AKAJ.8 AM AM.2 AM.8 AN AQA16 A15.2 A15 A14 A13 A12 A11

BA

A10

CE

C

C1

11

CD

7.5

7

5.9

A

4

5.1

B B.6 B.7

CB

3.5CC.2

C2

CD.5

8

A8.1

8.2

B2

BE

B1

J.6

JHG.9

G

6

5.8

BD

BC

K

5.2

A7

AJA8A9

K.3

2

1

3

A5.6

A6

A5

A4

A3.5

AHAG

D

AD.9

AD.7

AD.5

CC

0.5

5

W14X22 (14)

W14X22 (14)

W16X31 (14)

W14X22 (14)

W21X4

4 (2

0)

W21X4

4 (1

6)

W21X4

4 (4

8)W18

X35

(10)

W16X2

6 (1

2)

W16X2

6 (1

2)

W21X4

4 (2

0)

W21X4

4 (1

6)

W16X2

6 (1

2)

W16X2

6 (1

2)

W21X4

4 (3

8)

W21X44 (14)

W21X50 (14)

W16X26 (14)W18X3

5 (1

2)

W18X3

5 (1

2)

W18X3

5 (1

0)

W16X2

6 (1

2)

W18X3

5 (2

0)

W16X26 (14)

W16X26 (34)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W14X22 (14)

W14X22 (14)

W14X22 (14)

W14X22 (14)

W14X22 (14)W14X22 (14)

W14X22 (14)

W14X22 (14)

W14X22 (14)

W14X22 (14)W14X22 (14)

W14X22 (14)W14X22 (14)

A9.5

A9.5

A12.7

A11.9

7.2

3.8

3.1

A5.3

AE.8

A5.9

A7.2

AJ.2

A5.8

AH.3

W21X44 (12) W21X44 (12)

W1

6X2

6 (1

4)

W1

4X2

2 (1

4) (

F.P.

)

W1

6X3

1 (1

4)

W1

4X2

2 (1

4)

W27X84 (20) (F.P.) W24X55 (20)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W18X35 (13) (F.P.)W24X55 (20)

W1

6X3

1 (1

4)

W18X35 (12)

W1

6X3

1 (1

4)

W1

6X2

6 (4

)

W1

4X2

2 (1

4) (

F.P.

)

W1

4X2

2 (1

4) (

F.P.

)

W1

4X2

2 (1

4) (

F.P.

)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X3

1 (1

1)

W1

2X1

9 (6

)

F

3.7

A7.9

A9.8

AL.5

A7.7

A7.8

2.5

W2

1X4

4

W14X34

W18X40

W14X2

2 (F.

P.)

W14X2

2 (F.

P.)

W18X40

W14X2

2

W14X2

2

W14X2

2

W14X2

2

W14X2

2

W14X22

W16X2

6 (1

6'-2"

)

W16X2

6

T.O.S.

16'-2"

W14X22

W14X22

W2

1X4

4W

16

X31

W1

6X3

1

W16X36

W16X36

W1

2X1

4

W14X2

2

W14

X22

W16

X26

W21X4

4

W16X2

6

W14X2

2W14X22

W14X22

W16X26

W14X22

W1

2X1

9W

12

X14

W12X19

W12X14

W14X22W14X22

W16X31

W14X22 W16X26

W16X31

W12X14

W2

1X4

4W

12

X14

W12X14W12X14

W12X14

W14X22

W12X19

W1

6X2

6

W1

4X2

2

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22 W12X14 W12X14

W12X14

W12X14

W12X14

W12X14

W14X22

W12X14

W12X14

W14X22

W16X36

W12X14

W12X14

W12X14

W12X14

W16X36

W14X22

W14X22

W14X22

W16X26 W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W14X22W12X14

W1

2X1

4

W12X14

W12X14

W12X14

W12X14

W14X22W12X14

W14X22W12X14 W12X14

W14X22

W12X16 W14X22

W14X22

W1

4X2

2 (1

0)

W1

4X2

2 (1

2)

W1

4X2

2 (1

0)

W18X35 (12)

W1

4X2

2 (1

0)

W12X14

W16X2

6 (2

6)

W16X3

1 (1

2)

W18X35 (18)

W16X31 (12)

W12X1

4

W14X22 (16)

W14X22 (16)

W14X2

2 W12X14

W14X22 (16)W12X14

W12X14 (6)

W12X14 (6)

W21X62 (14'-6")

W1

4X2

2 (1

2)

W12X14 (6)

W12X14 (6)

W12X14 (6)

W12X14 (6)

W12X14 (6)

W14X22 (6)

W18X35 (4)

W1

8X4

0

W14X22 (F.P.)

W16X26 (F.P.)

W16X26 (F.P.)

1 1/2

" COMP.

FLOOR

DECK

1 1/2

" COMP.

FLOOR

DECK

1 1/2

" COMP.

FLOOR

DECK

1 1/2" ROOF

DECK

T.O.S

.13

'-8"

T.O.S

.13

'-8"

T.O.S.14'-0"

T.O.S.14'-6"

1 1

/2" R

OO

FD

ECK

W1

2X1

4W

12

X14

13

S32-01

14

S32-01

14

S32-01

13

S32-01

CONT. ROLLED MC12x10.6TYP @ CURTAINWALL


19S3

2-01

BRAC

ED B

AY

6" S

LAB

ON 1

1/2" 1

8 GA

COMP.

FLOOR

DECK

.

#4 @

12"

o.c. E

A WAY

T.O.S.

16'-2"

W18X35 (24)

W18X35 (24)

W33X118 (46)

W18X35 (24)

W18X35 (24) W27X8

4 (2

6) (F

.P.)

W24X55 (19)

W21X4

4 (2

8)

W18X35 (24)

W14X22 (6) W16X2

6 (1

2) (F

.P.)

W14X22 (6)

W18X3

5

W14X2

2

ERV 8000 lb

MAX

AHU 4500 lb

MAX

W14x22 (6)

W18X35 (24)

C.1

AJ.6

S24

A7.10

FB

FA

C6t1 COLUP

C6t1COL UP CANT.

C6t2POST UP

W14X2

2

W14X2

2

W1

4X2

2 (1

4) (

F.P.

)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

C8t2

POST

UP

8" 18 GA CF CLG

JST @ 16" o.c.

16

S32-04

17

S32-04

AD.6

BRAC

ED B

AY

BRAC

ED B

AY

S41-01

5

12

S32-09

W16X26 (CURVED)

W16X26 (CURVED)

W14X22

W1

2X1

4

CANT.

CANT.

W1

2X1

4

W16X

26 (C

URVE

D)

W16

X26

(CUR

VED)

CANT.

CANT.

W14X2

2

W14X2

2

W14X2

2

W14X2

2

W14X2

2

W1

4X2

2 (1

0)

W16X26 (14)

W16X2

6 (4

)

CANT.

1

S32-09

2

S32-09

W16X2

6(1

4'-0"

)

1' - 2"

C6t1

COL UP

CURVED HSS10X6X3/8& C6X8.2 REF. 5/S32-09




5

S32-09

6

S32-09

6

S32-09

8

S32-09

*

*

*

*

*

*

W14X30

W14X30

W14X30

W14X22

1' - 1 3/4"

10 3/8"

CANT.

CANT.

14S3

2-01

W14X22 CANT.(TYP.)

* INDICATESCHANNEL POST(TYP.6)

1' - 1 3/4"

11

S32-09

11

S32-09

11

S32-09

11

S32-09

W14X22

W12X14W12X14 W12X14 W12X19

W12X14W12X14 W12X14 W12X19

W12X14OUTRIGGER(TYP.)


T.O.S.14'-0"

T.O.S.13'-8"

T.O.S.13'-8"

CONT. ROLLED MC12X10.6 W/3/8" PLATE. SEE ARCH DWGS

W14X22 (12)

W12X14 (6)

W12X14 (6)

C6t2 COLUP

W12X14 (4)

W21X5

0 (2

2)

W18X4

0 (1

6)

CANT.

W14X22 (4)

C8w

58

CO

L UP

C8w

58

CO

L UP

C8w58COL UP

W14X2

2

W10X1

2 BE

LOW C

MU

WALL A

BOVE

(TYP

.)

REF.

ARCH

FOR

WALL

LOC'N

S

17

S32-0918

S32-09

19

S32-09

17

S32-09

18

S32-09

PROVIDE 3/8" BENT

PLATE POUR STOP

AT WINDOW. REF. ARCH

& 1/S32-09 SIM.

SIM.DBL L3x2 1/2x3/16

(TYP. @ BOTT. FLANGE)

17

S32-04

17B

S32-04

19

S32-09

21

S32-09

21

S32-09

REF.

3/S11

-02C

FOR

STAIR

FRAM

ING

S11-02C3

S11-02D2

W18X35 (13)

W1

4X2

2 (5

)

W1

4X2

2 (5

)

W1

4X2

2 (5

)

W1

4X2

2 (5

)

W1

4X2

2 (5

)

REF. 2/S11-02DFOR STAIR FRAMING

AJ.1

BP - REF. 9/S32-06 (TYP.2)

W14X22

W14X22

W14X22

W14X2

2

W14X2

2

W14X2

2

W14X2

2

W14X2

2

W14X2

2

19A

S32-

01

SIM.(NO BRICK)

19B

S32-

01

11

S32-09

1 1

/2" R

OO

FD

ECK

W14X22

W14X22

W16X36(14'-0")

1

S32-09

W16X26 (14)

W14X22 (14)

18

S32-09

3

S32-09

19

S32-01

10

S32-10

17B

S32-04

15A

S32-04

PROVIDE MASONRY

TIES ON WEB

BRACE WALLS

TO STEEL SIM.

TO 15A/S32-04

W14X22 SIM.

W8X28 LINTELREF. 3/S32-06(SIM. - CF BACK-UPABOVE LINTEL)

W12X14

W12X14

W12X14

W12X14

W8X10(TYP.)

W14X2

2

W14X2

2

SIM.

MC12X10.6 (CURVED)

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC JDM D6932.00

S11-02A



PARTIAL LOW ROOF FRAMINGPLAN - AREA A

1/8" = 1'-0"S11-02A1 PARTIAL LOW ROOF FRAMING PLAN - AREA A

A

B

C

DE

F

G

KEYPLAN

FRAMING NOTES:1. FLOOR REFERENCE DATUM: 0'-0"2. SEE PLANS FOR T.O. STEEL ELEVATIONS.3. PROVIDE 1-1/2" 20 GA. GALV. COMPOSITE DECK (IN MIN 3 SPAN LENGTHS) W/ 2-1/2" CONCRETE TOPPING (4" TOTAL) REINF. W/ 6x6-W1.4xW1.4 WWF. T.O. FLOOR SLAB ELEV.: 14'-0" (SECOND FLOOR) 29'-8" (PLATFORMS) U.N.O. PROVIDE SLAB REINFORCEMENT PER STANDARD DETAILS.4. JOISTS AND BEAMS SHALL BE EQUALLY SPACED IN BAY U.N.O.5. (XX) INDICATES # OF 3/4" DIA. x 3" STUDS.6. (---) INDICATES LATERAL MOMENT CONNECTION REFERENCE TYPICALS.7. PROVIDE MIN. 3/8" BENT PLATE STRUCTURAL STEEL POUR STOP W/ STIFFENERS AT ENTIRE SLAB EDGE & SLAB OPENINGS. REFERENCE DETAILS.8. PROVIDE LOOSE LINTELS PER LINTEL SCHEDULE AND DETAILS.9. REFERENCE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN.10. REFERENCE S32-01 THROUGH S32-10 SHEETS FOR TYPICAL DETAILS.11. PROVIDE 1-1/2" 18 GA. GALV. TYPE B ROOF DECK (IN MIN 3 SPAN LENGTHS) AT ALL ROOF AREAS U.N.O.12. JOIST MANUFACTURER TO DESIGN & PROVIDE BRIDGING PER SJI CODE. PROVIDE UPLIFT BRIDGING DESIGNED FOR 15 PSF NET UPLIFT PRESSURE.13. PROVIDE MIN. 1/4" BENT PLATE @ ALL ROOF DECK EDGES. REFERENCE DETAILS.14. PROVIDE FRAMES BELOW ALL MECHANICAL UNITS. REFERENCE STANDARD DETAILS FOR FRAMING BELOW UNITS & AT OPENINGS. PROVIDE POINT LOAD JOIST REINF. AS REQUIRED. COORD. SIZE & LOCATION OF FRAMES W/ MEP DRAWINGS & EQUIPMENT SPECS.15. REINFORCE FLOOR AND ROOF DECK PER STD DETAILS FOR ALL OPENINGS GREATER THAN 12" IN ANY DIMENSION. FOR SMALLER OPENINGS REINFORCE DECK WITH 16 GA FLAT PLATE 12" LARGER THAN OPENING EACH WAY.16. PROVIDE MASONRY TIES ON ALL COLUMNS AND ALL BEAMS ADJACENT TO CMU UNLESS NOTED OTHERWISE. REF. 11/S32-06.17. (F.P.) DESIGNATES STEEL TO RECEIVE SPRAY FIREPROOFING PER ARCH. REF. SPECIFICATIONS.


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

CC1 5.13.5

CC.2

C2

A7

AJ

A8A8

A9A9

3

A5.6

A6

A5

A4

A3.5A3.5

A3A3

AHAG

D

AD.9AD.7AD.5

0.5

AD.2

ACAB

AA

A1A1

A2A2

AD AD.3 AD.8 AE AF

3.1

A2.2A2.2

A2.6A2.6

A2.9A2.9

AA.8 SC SD SESB

A5.3

AE.8

A5.9

A7.2

AJ.2

A5.8

S41-012

F

RID

GE

RID

GE

ROOF LINE(TYP.)

W16X26 (12'-0") W16X26 (12'-0") W16X26 (12'-0")

W1

8X3

5 (1

2'-0

")W

18

X60

(12

'-0")

W1

8X6

0 (1

2'-0

")W

18

X35

(12

'-0")

CANT

.

CANT

.W16X26 (12'-0")

W16X26 (12'-0") W12X14 (12'-0")W12X22

W12X14W12X22

W12X14 (12'-0") W16X26 (12'-0")

W12X22W12X14

W12X22

W1

6X4

5 (1

3'-4

")

W1

6X2

6

W1

6X2

6

W1

6X4

5 (1

3'-4

")

W12X26 (13'-4")W12X26

W1

6X4

0 (1

3'-4

")

W1

6X2

6

W1

6X2

6

W16X26 (12'-0")

W1

6X4

0 (1

3'-4

")

W16X26 (12'-0")

W1

6X2

6 (1

2'-0

")

W1

6X2

6 (1

2'-0

")

W16X26 (12'-0")

W12X14

W12X14

W12X14

W12X14

W12X14

W12X22

W12X22W12X22

W12X22

W12X26 (13'-4")

A2.5A2.5

A2.4A2.4

2.5

W1

4X2

2 (F

.P.)

W1

4X2

2 (F

.P.)

W12X14

W14

X22

(SLP

)

W14X22 (SLP)

W12X14

1 1/2" 22 GA GALV. ROOFDECK (TYP. EA BAY)

W1

6X2

6 (1

4'-0

")W

21

X44

(14

'-0")

W1

6X2

6 (1

4'-0

")

W3

6X1

50 (2

1'-4

")

W14X22 (SLP)

W14X22

W1

6X2

6 (1

6'-2

")

W1

6X2

6

T.O.S.16'-2"

W14X22

W14X22

W12X14

W14

X22

W14X2

2 W12X19W12X1

4

W12X1

4W12

X14

W12X1

4W12

X14

W14X2

2

W12X14

W12X1

4

W12X1

4

W12X1

4

W12X1

4

W14X2

2

W14X2

2

W12X1

4

W14X22 (F.P.)W16X26 (F.P.)W16X26 (F.P.)

1 1

/2" R

OO

FD

ECK

1 1

/2" R

OO

FD

ECK

1 1/2" ROOFDECK

T.O.S

.14

'-6"

BRAC

ED B

AY

BRAC

ED B

AYBR

ACED

BAY

1 1

/2" R

OO

FD

ECK

1 1

/2" R

OO

FD

ECK

6" S

LAB

ON

1 1/

2" 1

8 G

AC

OM

P. F

LOO

R D

ECK.

#4 @

12

" o.c

. EA

WAY

T.O.S.16'-2"

W14X22 (6)

W14X22 (6)

W24X55 (19)W14X22 (6)

W18X35 (24)

W18X35 (24)

W18X35 (24)

W18X35 (24)

W18X35 (24)

W33X118 (46)

W18X35 (24)

W18X35 (24)

W1

4X2

2 (6

)W

27X

84

(26

)

W2

7X8

4 (2

6) (

F.P.

)

W24X55 (19)

W2

1X4

4 (2

8)

W18X35 (24)

W14X22 (6)

W1

6X2

6 (1

2) (

F.P.

)

W14X22 (6)

W1

4X2

2 (6

)

W1

8X3

5

W1

4X2

2

ERV 8000 lbMAX

AHU 4500 lbMAX

RTU 3600 lb MAXREF. STD DETAILFOR ADD'L FRAMING

W14x22 (6)

W18X35 (24)

A7.10

4

S32-04

W14X22 (SLP)

W24X55 (SLP)

W14X22 (SLP)

W14X22 (SLP)

W14X22 (SLP)

W14X22 (SLP)

W14X22 (SLP)

W24X55 (SLP)

W14X22 (SLP)1

S32-04

2

S32-04

3

S32-04

3

S32-04

5

S32-04

6A

S32-04

C6t2

C6t2

POST

UP

AC.8 AE.2

A2.1A2.1

BOTT. OF DECK = T.O.S. = 13'-4"

W12X22

W12X22

W12X22

W12X22 W12X14 W12X22

W12X22

W12X22

W12X22

CF TRUSSES@ 48" o.c.

(SLOPE BOTT. CHORD)


(SLOPE BOTT. CHORD)

CF T

RUSS

ES@

48"

o.c

.(F

LAT

BOTT

. CH

ORD

)

CF OUTRIGGERS@ 48" o.c. @GABLE END (TYP.)

(BO

TT.

OF

DEC

K =

12

'-6")

(BO

TT.

OF

DEC

K =

12

'-6")

C8t2POST UP

W12x14 (TYP.BELOW ALL SIDESOF CURB)

8" 18 GA CF CLGJST @ 16" o.c.

2A

S32-04

2A

S32-04

15

S32-04

16

S32-04

17

S32-04

AD.6

POST

UP

BRAC

ED B

AY

BRAC

ED B

AY

S41-014

S41-015

W14X22 (SLP)

W1

8X7

6 (2

1'-4

")W

18

X76

(21

'-4")

S41-011

NOTCHED TRUSS BRG

HIP T

RUSS

HIP TRUSS

17A

S32-04

W16

X26 (CURVED)

W14X22 (SLP)

W14X22 (SLP)

6

S32-03

6

S32-03

1' - 1 3/4"

CANT

. W14X2

2 CA

NT.

(TYP.)

1' - 1 3/4"

11

S32-09

11

S32-09

CLO

SER

TRU

SS S

PAC

ING

AS

REQ

'D)

DES

IGN

CF T

RUSS

ES F

OR

90 P

SFTO

P CH

ORD

SNO

W L

OAD

. (U

SE

CLO

SER

TRU

SS S

PAC

ING

AS

REQ

'D)

DES

IGN

CF T

RUSS

ES F

OR

110

PSF

TOP

CHO

RD S

NOW

LO

AD.

(USE SEE MECH. DWGS FOR

ADD'L PIPING LOAD HUNGFROM TRUSS BOTT.CHORD THIS AREA.

SUPPORT W16 FROMBOTT. FLANGE OFW16 (TYP.2)

W12X22

ROOF HATCH (REF.STD DETAIL FORADD'L FRAMING)

6" 18 GA CFSTUDS @ 16" o.c.


1

S32-10

W1

2X1

4

W1

2X1

4

W1

2X1

4

W1

2X1

4

1A

S32-10

17A

S32-04 PROVIDE 3/8" BENTPLATE POUR STOPAT WINDOW. REF. ARCH& 1/S32-09 SIM.

SIM.

DBL L3x2 1/2x3/16(TYP. @ BOTT. FLANGE)

17

S32-04

8" x 6" COMPOSITECMU WALL BELOWLOCKER ROOM ROOF.HORIZ. JT REINF. TOEXTEND ACROSS COLLARJOINT. GROUT COLLARJOINT SOLID.

W1

4X2

2

W1

4X2

2

W1

4X2

2

W1

4X2

2

W1

4X2

2 (B

ENT)

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12

X14

(SLP

)W

12X1

4 (S

LP)

W1

6X3

6 (B

ENT)

BOTT. OF DECK= 14'-4".

BOTT. OF DECK= 14'-4".

RIDGEBOTT. OFDECK =15'-10 1/2"

SLO

PESL

OPE

40 PSF DESIGNLIVE LOAD.

W12X14 OUTRIGGERWELDED TO EA BM & COL(TYP.)

CURVED L3X3X1/4(NOT SHOWN)

6

S32-04

15A

S32-04

17B

S32-04

S32-102

AJ.1

11

S32-09

1A

S32-10

(TYP. @ 8 INT. COLS)

23

S32-09

SIM.

SIM.

6

S32-03SIM.

6

S32-03SIM.

23

S32-09SIM.

SIM.

17B

S32-04

(W/O REL'V ANGLE)

17B

S32-04

15A

S32-04

PROVIDE MASONRYTIES ON WEB

BRACE WALLSTO STEEL SIM.TO 15A/S32-04

W14X22

SIM.

13

S32-1013

S32-10

13

S32-10

13

S32-10 13

S32-10SIM.

SIM.

W12X14 (TYP.)

W12X1

4W12

X14

PROVIDE DBL L6X3 1/2X5/16LINTELS BENT TO PROPERRADIUS. SHOP WELD ANGLESTOGETHER.

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-02B



PARTIAL LOW ROOF & PLATFORMFRAMING PLAN - AREA B

1/8" = 1'-0"S11-02B1 PARTIAL LOW ROOF & PLATFORM FRAMING PLAN - AREA B

A

B

C

DE

F

G

KEYPLAN



3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

DESIGN LIVE LOADON MECH PLATFORM= 150 PSF.

AK

AJ.8

AL

AM

AM.2

AM.8

AN

AP

AQ

A16

A15.2 A15

A14 A13 A12 A11

BA

A10

CE

C

C1

11 7.5 5.9 5.1

C2

CD.5

8

A8.1

8.2

B2

BE

B1

J.6

J

H

G.9

G

6

5.8

BD

BC

5.2

A7

AJ

A8A9

3

A5.6

A6

AH

D

5

W2

1X6

2 (2

0) (

F.P.

)

W1

8X3

5 (3

0) (

F.P.

)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

6X3

1 (1

4)

W1

4X2

2 (1

4)

W21X44 (20) W21X44 (16) W21X44 (48)

W18X35 (12) W18X35 (12) W18X35 (10) W16X26 (12) W16X26 (12)

W21X68 (20) (F.P.)

W21X44 (20) W21X44 (16)W21X44 (16)

W16X26 (12)

W16X26 (12) W21X44 (38)

W2

1X4

4 (1

4)

W2

4X5

5 (1

4)

W2

1X5

0 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W18X35 (12) W18X35 (12) W18X35 (10) W16X26 (12) W18X35 (20)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (3

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

HSS14X6X1/2 (13'-8")

HSS1

4X6

X1/2

HSS1

4X6

X1/2

(13'

-8")

HSS1

4X6

X1/2

HSS14X6X1/2 (13'-8")

A9.5

A12.7

A11.9

A5.9

A7.2

AJ.2

A5.8

AH.3

W21X44 (12)

W21X44 (12)

W16X2

6 (1

4)

W14X2

2 (1

4) (F

.P.)

W16X3

1 (1

4)

W27X84 (20) (F.P.)

W16X2

6 (1

4)

W16X2

6 (1

4)W16

X26

(14)

W16X2

6 (1

4)W16

X26

(14)

W16X2

6 (1

4)

W14X2

2 (1

4) (F

.P.)

W14X2

2 (1

4) (F

.P.)

F3.7

A7.9

A9.8

AL.5

A7.7

A7.8

2.5

W1

8X4

0

W21X68 (20) (F.P.)

W1

6X2

6 (1

0)

W21X44W16X26W14X22

W14

X22

W14

X22

W12X1

4

W16X26

W12X14

W21X4

4

W12X1

4 W12X14

W12X14

W12X14

W14X22

W16X2

6

W14X2

2

W14X22

W14X22W14X22

W14X22

W12X14W12X14

W12X14W12X14

W12X14W12X14

W12X14

W12X14

W12X14

W12X14W12X14

W14X2

2 (1

0)

W14X2

2 (1

2)

W14X2

2 (1

0)W18X35 (12)

W14X2

2 (1

0)

W12X14

W16X26 (26)W16X31 (12)

W18X35 (18)

W1

6X3

1 (1

2)

W12X14

W1

4X2

2 (1

6)

W1

4X2

2 (1

6)

W14X22

W1

2X1

4

W1

4X2

2 (1

6)

W1

2X1

4

W12X14 (6)W12X14 (6)

W21X62 (14'-6")

W14X2

2 (1

2)

W12X14 (6)

W12X14 (6)

W12X14 (6)W12X14 (6)

W12X14 (6)

W14X22 (6)

W1

8X3

5 (4

)

1 1/2" COMP.FLOOR DECK



T.O.S.13'-8"

T.O.S.13'-8"

15

S32-01

15

S32-01

19

S32-01

15

S32-01

19

S32-01

AJ.6

S24

C6t1 COLUP

C6t1

CO

L UP

CANT.

17

S32-04

W16

X26

(CUR

VED)

W16

X26

(CUR

VED

)

CANT.

W14X2

2 (1

0)

W1

0X1

2

W1

0X1

2

W1

0X1

2

W1

0X1

2

(4)

(4)

(4)

(4)

W21X68 CANT.(F.P.)

W1

4X2

2

W1

4X2

2 (1

4)

W1

6X2

6 (1

4)

C8w5

8CO

L UP

W16X26 (4)

CANT

.

1

S32-09

2

S32-09

W16X26(14'-0")

1' -

2"

CURVED HSS10X6X3/8

& C6X8.2 REF. 5/S32-09

CURVED HSS10X6X3/8

& C6X8.2 REF. 5/S32-09

CURVED HSS10X6X3/8

& C6X8.2 REF. 5/S32-09

CURVED HSS10X6X3/8

& C6X8.2 REF. 5/S32-095

S32-09

6

S32-09

8

S32-09

**

**

**

* INDICATES

CHANNEL POST

(TYP.6)

T.O.S.13'-8"

CONT. ROLLED MC12X10.6 W/

3/8" PLATE. SEE ARCH DWGS

W14X22 (12)

W12X14 (6)W12X14 (6)C6t2 COLUP

W12X14 (4)

W21X50 (22)W18X40 (16)

CANT.

W14X22 (4)

19A

S32-01

19A

S32-01

C8w5

8

COL U

P

C8w5

8

COL U

P

C8w58

COL UP

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22 W10X12 BELOW CMUWALL ABOVE (TYP.)REF. ARCH FOR WALLLOC'NS 18

S32-09

19

S32-09

18

S32-09

19

S32-09

REF. 3/S11-02CFOR STAIR FRAMING

S11-02C3

S11-02C2

S11-02D2

W14X2

2 (5

)

AJ.1

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

19A

S32-01

SIM.(NO BRICK)

19B

S32-01

W16X36

(14'-0")

1

S32-09

W1

6X2

6 (1

4)

W1

4X2

2 (1

4)

18

S32-09HSS8

X6X1

/4

(13'

-8")

(13'

-8")

(13'

-8")

18

S32-09

18

S32-09

10

S32-10

SIM

.

HSS8X6X1/4(13'-8")

W12X14

W8X10

(TYP.)

W14X22 W14X22

W1

4X2

2 (1

4)

W21X68 CANT. (F.P.)

SIM.

AM

AM.2

AM.8

AN

AP

A16 A15.2 A15

LANDING BEAM

BENT

C1

2X3

0 S

TRIN

GER

W/ P

LATE

C12

X30

STRI

NGER

W/ P

LATE

C12

X30

STRI

NGER

W/ P

LATE

C12X20.7STRINGERW/ PLATE

C12X30 W/ PLATE

STAIRPOST

LAND

ING

BEA

M

LAND

ING

BEA

M

LAND

ING

BEA

M

LAND

ING

BEA

M

LAND

ING

BEA

M

C12X

20.7

W/ P

LATE

HSS4X4X3/8 HANGER FROMHSS BM ABOVE

AM

AM.2

A10

AH.3

A9.8

AL.5C1

2X3

0 ST

RING

ER

C12

X30

STRI

NGER

W/ P

LATE

C12

X30

STRI

NGER

W/ P

LATE

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

As indicated

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-02C



PARTIAL LOW ROOF & SECONDFLOOR FRAMING PLAN - AREA C

1/8" = 1'-0"S11-02C1 PARTIAL LOW ROOF & SECOND FLOOR FRAMING PLAN - AREA C

A

B

C

DE

F

G

KEYPLAN



3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

3/16" = 1'-0"S11-02C2 STAIR C1 FRAMING PLAN

3/16" = 1'-0"S11-02C3 STAIR C2 FRAMING PLAN

STAIR NOTES:1. STRINGER & INTERMEDIATE LANDING DESIGN BY OTHERS. FRAMING SHOWN IS FOR GENERAL LAYOUT & INTENT ONLY. MAINTAIN FLANGE WIDTHS OF STRINGERS. FINAL DESIGN TO BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN DELAWARE.2. REF. ARCHITECTURAL DRAWINGS & SPECIFICATIONS FOR ALL STAIR DESIGN CRITERIA INCLUDING: CONFIGURATION, DIMENSIONS, ELEVATIONS, FINISHES, RAILING, ETC.

AM.8

BA

5.9

5.1

8

A8.1

8.2

B2

BE

B1

J.6

JHG.9

G

6

5.8

BDBC

K.6 L.6

9

10

M

M

N

N P.6

Q

Q

RK L P

5.2

AJ

K.3 K.8

2

1

3

M.3

M.3

M.8

M.8

A5.6

A5 P.3 P.8 S.2S

5

A5.3

AJ.2

D15

D14

D13

DD

S31

W21X44 (12) W21X44 (12) W24X55 (14) W21X50 (18) W16X26 (14) W18X35 (12) W18X35 (12) W16X26 (8) (F.P.)

W1

6X2

6 (1

4)

W1

4X2

2 (1

4) (

F.P.

)

W1

6X3

1 (1

4)

W1

4X2

2 (1

4)

W2

4X7

6 (2

0)

W2

4X6

2 (2

0)

W1

6X3

1 (1

4)

W1

6X3

1 (1

4)

W1

6X3

1 (1

4)

W1

8X4

6 (1

4)

W2

1X4

4 (1

4) (

F.P.

)

W27X84 (20) (F.P.) W24X55 (20) W24X76 (30) W27X84 (20) W18X40 (20) W21X44 (20) W24X55 (20) W16X31 (28) (F.P.)

W1

6X2

6 (1

4) (

F.P.

)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (3

2)

W1

6X2

6 (2

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (2

8)

W1

6X2

6 (3

0)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X3

1 (7

)

W1

6X3

1 (7

)

W16X31 (11)

W1

6X2

6 (4

)

W16X26 (8)

W1

6X2

6 (4

)W1

2X1

9 (6

)

W1

2X1

9 (6

)

W1

2X1

9 (6

)

W1

2X1

9 (6

)

W1

2X1

9 (6

)

W1

2X1

9

W1

2X1

9

W1

2X1

9

W18X35 (13) (F.P.)W24X55 (20) W27X84 (20) W18X35 (20) W27X84 (20) W18X35 (24) W27X84 (20) W24X55 (20)

W1

6X3

1 (1

4)

W18X35 (12)

W16X31 (11)

W21X50 (18)

W1

6X3

1 (1

4)

W1

6X2

6 (3

1)

W1

6X3

1 (1

4)

W1

6X3

1 (1

4)

W1

6X3

1 (1

4)

W1

6X3

1 (1

4)

W1

6X3

1 (1

4)

W18X35 (8) (F.P.)

W18X35 (12)

W1

6X3

1 (1

1)

W16X31 (11)

W1

6X3

1 (1

1)

W21X50 (18)

W1

6X2

6 (4

) W16X26 (8)

W1

6X2

6 (4

)

W16X26 (8)

W16X31 (11)

W21X50 (18)

W1

6X2

6 (4

)W16X26 (8)

W1

6X2

6 (4

)

W16X26 (8)

W1

6X2

6 (4

)W16X26 (8)

W1

6X2

6 (4

)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

6X2

6 (2

0)

W1

4X2

2 (1

4)

W1

6X2

6 (2

0)

W1

4X2

2 (1

4)

W1

4X2

2 (1

6) (

F.P.

)

W1

4X2

2 (1

4) (

F.P.

)

W1

4X2

2 (1

4) (

F.P.

)

W1

4X2

2 (1

4) (

F.P.

)

W12X19

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W12X19

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4) (

F.P.

)

W1

4X2

2 (1

4) (

F.P.

)

W1

4X2

2 (1

4) (

F.P.

)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W12X19

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

6X2

6 (1

4)

W1

2X1

9

W1

2X1

9

W1

2X1

9

W1

2X1

9

W1

2X1

9

W1

2X1

9

W1

2X1

9

W1

2X1

9

W1

2X1

9

W1

2X1

9 (6

)

W1

2X1

9 (6

)

W1

2X1

9 (6

)

W1

2X1

9 (6

)

W1

2X1

9 (6

)

W1

6X3

1 (1

1)

W1

6X3

1 (1

1)

W1

2X1

9 (6

)

W1

2X1

9 (6

)

W1

2X1

9 (6

)

W1

2X1

9 (6

)

W1

2X1

9 (6

)

W1

6X3

1 (1

1)

W1

6X3

1 (1

1)

W1

2X1

9 (6

)

W1

2X1

9 (6

)

W1

2X1

9 (6

)

W1

2X1

9 (6

)

W1

2X1

9 (6

)

F

3.7

A7.9

A7.7

A7.8

C8w58

POST UP

2.5

W2

1X4

4

W14X34

W18X40

W18X40

W14X2

2

W14X2

2

W14X2

2

W14X2

2

W14X2

2

W14X22

W16X26

W1

8X5

0

W14X22

W14X22

W1

4X2

2 (1

0)

W1

4X2

2 (1

2)

W1

4X2

2 (1

0)

W18X35 (12)

W1

4X2

2 (1

0)

W12X14

W16X31 (12)

W12X14 (6)

W12X14 (6)

W21X62 (14'-6")

W1

4X2

2 (1

2)

W12X14 (6)

W12X14 (6)

W12X14 (6)

W12X14 (6)

W12X14 (6)

W14X22 (6)

1 1/2" ROOF

DECK

T.O.S.16'-8"

W10X22

W18X46

CANT.



1 1/2" ROOF

DECK

T.O.S.13'-8"

T.O.S.14'-6"

19

S32-01

19

S32-01

19

S32-01

E5

EA

E4

E3

E1

W10X3

0

S24

A7.10

FB

FA

C6t1 COLUP

C6t1COL UP CANT.

DE.6

W14X2

2

W1

4X2

2 (1

4) (

F.P.

)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

W1

4X2

2 (1

4)

12

S32-09

CANT.

CANT.

W14X2

2

W14X2

2

W14X2

2

W14X2

2

W14X2

2

W1

4X2

2 (1

0)

DD.1

W1

0X3

0

W10X2

2

W10X2

2W10

X22

W10X2

2

W10X30

CANT.

C8w58

POST UP

C8w58

POST UPC8w58

POST UP

3

S32-09

C6t1

COL UP



5

S32-09

8

S32-09

*

*

*

*

W14X30

W14X30

W14X22

1' - 1 3/4"

10 3/8"

CANT.

14S3

2-01

1' - 1 3/4"

11

S32-09

11

S32-09

11

S32-09

W14X3

0

1' - 8"

W14X22

W14X22

W14X22

W16X26

*

1' - 8"

11

S32-09

11

S32-09

11

S32-09

11

S32-09

16

S32-09

W14X22

T.O.S.13'-8"

T.O.S.13'-8"

C6t2 COLUP

W12X14 (4)

W21X5

0 (2

2)

W14X22 (4)

W10X12 BELOW CMU WALLSABOVE. (TYP.) REF. ARCHDWGS FOR WALL LOC'NS

18

S32-09

19

S32-09

19

S32-09

S11-02D2

W18X35 (13)

W1

4X2

2 (5

)

W1

4X2

2 (5

)

W1

4X2

2 (5

)

W1

4X2

2 (5

)

W1

4X2

2 (5

)



W18X35 (13)

W1

4X2

2 (5

)

W1

4X2

2 (5

)

W1

4X2

2 (5

)

W1

4X2

2 (5

)

W1

4X2

2 (5

)

S11-02D3

AJ.1

BP - REF. 9/S32-06 (TYP.2)BP - REF. 9/S32-06 (TYP.2)

W14X22

W14X22

W14X22

SIM.(NO BRICK)

3

S32-09

3

S32-09

W14X22

W14X22

W14X22

3

S32-09

3

S32-09

3

S32-09

3

S32-09

3

S32-09

19

S32-0119

S32-01

19

S32-01

19

S32-01

JH

3

5

3.7

LANDING BM

LANDING BM

LANDING BM

LANDING BM

LANDING BM

LANDING BM

BENT C12x20.7STRINGER

BENT MC12X10.6STRINGER W/ PLATE

STAIRPOST

BENT

C12

X20.

7 S

TRIN

GER

BENT

MC1

2X1

0.6

STRI

NGER

W/ P

LATE

BENT

C12

X20.

7 S

TRIN

GER

LANDING BM

MC

12

X10

.6ST

RING

ERW

/ PLA

TE

BEAR STRINGERON CMU (TYP.2)

BENT W8 LANDING BM

BENT

MC1

2X1

0.6

STRI

NGER

W/ P

LATE

BENT

MC1

2X1

0.6

STRI

NGER

W/ P

LATE

C12x20.7STRINGER

LAND

ING

BM

LAND

ING

BM

R

3

S

5

LANDING BM

LANDING BM

LANDING BM

LANDING BM

LANDING BM

LANDING BM

BENT C12x20.7STRINGER

BENT MC12X10.6STRINGER W/ PLATE

STAIRPOST

BENT

C12

X20.

7 S

TRIN

GER

BENT

MC1

2X1

0.6

STRI

NGER

W/ P

LATE

BENT

C12

X20.

7 S

TRIN

GER

LANDING BM

MC

12

X10

.6ST

RING

ERW

/ PLA

TE

BEAR STRINGERON CMU (TYP.2)

BENT W8 LANDING BM

BENT

MC1

2X1

0.6

STRI

NGER

W/ P

LATE

BENT

MC1

2X1

0.6

STRI

NGER

W/ P

LATE

C12x20.7STRINGER

LAND

ING

BM

LAND

ING

BM

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

As indicated

WOODBRIDGE ROAD

AJC JDM D6932.00

S11-02D



PARTIAL LOW ROOF & SECONDFLOOR FRAMING PLAN - AREA D

1/8" = 1'-0"S11-02D1 PARTIAL LOW ROOF & SECOND FLOOR FRAMING PLAN - AREA D

A

B

C

DE

F

G

KEYPLAN



3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

3/16" = 1'-0"S11-02D2 STAIR D1 FRAMING PLAN

STAIR NOTES:1. STRINGER & INTERMEDIATE LANDING DESIGN BY OTHERS. FRAMING SHOWN IS FOR GENERAL LAYOUT & INTENT ONLY. MAINTAIN FLANGE WIDTHS OF STRINGERS. FINAL DESIGN TO BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN DELAWARE.2. REF. ARCHITECTURAL DRAWINGS & SPECIFICATIONS FOR ALL STAIR DESIGN CRITERIA INCLUDING: CONFIGURATION, DIMENSIONS, ELEVATIONS, FINISHES, RAILING, ETC.

3/16" = 1'-0"S11-02D3 STAIR D2 FRAMING PLAN

8

6

5.8

P.6

Q

R

5.2

3

S.2

S

5

D16

DJDH

DF

DF

DK

DL

D15

D14

D12

D11

D10

D9D9

D8

D12.6

D7

DA DG

D13

DD

D7.9

DJ.2

D11.4D11.4

W18X3

5 (1

2)

W18X3

5 (1

2)

W16X2

6 (8

) (F.P.

)

W24X62 (20)

W16X31 (14)

W18X46 (14)

W21X44 (14) (F.P.)

W21X4

4 (2

0)

W24X5

5 (2

0)

W16X3

1 (2

8) (F

.P.)

W16X26 (14) (F.P.)

W16X26 (14)

W16X26 (14)

W16X26 (14)W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W16X26 (14)

W24X5

5 (2

0)

W16X31 (14)

W18X3

5 (8

) (F.P.

)

W16X26 (20)

W14X22 (14)

W14X22 (16) (F.P.)

W14X22 (14) (F.P.)

W14X22 (14) (F.P.)

W14X22 (14) (F.P.)

W12X1

9

W14X22 (14)W14X22 (14)

W14X22 (14)W14X22 (14)

W14X22 (14)

W14X22 (14)W16X26 (14)

W16X26 (14)

D8.5

D6.8

DL.5

2.5

HSS10X6X1/2 (13'-8")

BRG

WAL

L

BRG

WAL

L

W14X22

W18X35

W14X22

W18X35

W18

X35

W16

X26

(CUR

VED)

W16X2

6 (C

URVE

D)

1 1/

2" R

OO

FDE

CK

W16X26

W16X26

W18X50

W18X50

W14X22W14X22

W14X22

W14X22

T.O.S.14'-6"

W1

4X2

2

W1

4X2

2

1 1/2" ROOFDECK

T.O.S.16'-8"

W10X2

2

W18X46

W1

0X2

2

CANT.

W24X55


1 1/2

" COMP.

FLOOR

DECK

T.O.S

.

13'-8

"

19S3

2-01

E5

EA

EB

E6

E4

D7.5

E3

E2

E1

E3.5

W14X22

W14X22

W14X22

W18

X35

CANT.

W16

X26

(CUR

VED

)

DE

CANT.

W14x22

W14X22

W14X22

W14X22

C6p

POST UP

C6p

POST UP

DB.5

W18X35

W18X35

W18X35

BP1 (TYP.6)

HSS10X6X1/2 (13'-8")

T.O.S.12'-11"

EXTENTSOF SLAB

W18X35

ACCESS OPNG -REF. 9/S32-07

DB.3 DF.2

W1

0X3

0

DC.8 DE.6

DE.6

D15.1

DG.9

BRACED BAY

BRACED BAY

S41-02

2

5

S32-05

DD.1

W10X30

W1

0X2

2

W1

0X2

2

W1

0X2

2

W1

0X2

2

W1

0X2

2

W1

0X2

2

W10X30

W18X55 (14'-6")

CANT.

CANT.

C8w58POST UP

C8w58POST UP

C8w58POST UP

W1

4X3

0

W14

X30

W14X3

0

1' - 8

"

W14X22

W14X22

W14X22

W16X2

6

W14X22

W14X22

W14X22CANT. (TYP.)

W1

6X2

6

W14X22

14S32-01

*

*

**

*

*

*

**

*

*

1' - 8

"

* INDICATESCHANNEL POST(TYP.11)

8

S32-09

11

S32-09

11

S32-09

11

S32-09

11

S32-09

12

S32-09

11

S32-09

W14X22W10X22

3' - 3"9' - 3"

4' -

3"

5' -

0"

12

S32-05

13

S32-05

14

S32-05

6

S32-09

11

S32-09

11

S32-09

16

S32-09

MC12X10.6 (13'-4")

MC12X10.6 (13'-4")

(13'-4")

(13'-4")

W1

2X2

2 (1

3'-4

")

W12X22

W12X22

W1

2X2

2 (1

3'-4

")

C12

X30

(13

'-4")

C12

X30

(13

'-4")

L4x4

x1/4

HANG

ER

L4x4

x1/4

HANG

ER

13

S32-09

(SEE

RO

OF

PLAN

)

13

S32-09

14

S32-09

15

S32-09

14

S32-09

REF.

3/S11

-02D

FOR

STAIR

FRAM

ING

W18X3

5 (1

3)

W14X22 (5)

W14X22 (5)W14X22 (5)

W14X22 (5)W14X22 (5)

S11-02D3

BP -

REF.

9/S32

-06

(TYP.2

)

W14X2

2

W14X2

2

W14X2

2

W18X35(13'-8")

HSS10X6X1/2 (13'-8")HSS10X6X1/2 (13'-8")

MC1

2X10

.6 (C

URVE

D)

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-02E



PARTIAL LOW ROOF FRAMINGPLAN - AREA E

1/8" = 1'-0"S11-02E1 PARTIAL LOW ROOF FRAMING PLAN - AREA E

A

B

C

DE

F

G

KEYPLAN



3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

DJDH

DF

DF

D8

D7

DA DG

D7.9

DJ.2

D6

D3.1D3

D1

DB

D4

D5

D2

D3.8

D2.6

DJ.3DH.2

D5.3

D4.5

D6.8

D5.6

D6.5

D5.8

DF.6

W16X26 (24'-2")

W1

6X2

6 (+

2 1

/2")

(SLP

)

W16X26 (16'-0") W16X26 (16'-0")W16X26 (16'-0")

14K2

14K2

HSS1

0X6

X1/2

(13'

-8")

HSS10X6X1/2 (13'-8")

BRG

WAL

L

BRG

WAL

L

W14X22

W18X35

W16X26

W18X50

W14X22W14X22

T.O.S.14'-6"

W1

4X2

2

W1

4X2

2


1 1/2" ROOFDECK

4A

S32-01

E5

EB

E6

E4

D7.5

E3

E2

E1

E3.5

W14X22

W16

X26

(CUR

VED

)

DE

DE

W16X26 (16'-0")

CANT.

W14X22

W14X22

DB.5

DB.5

W18X35

W18X35

W18X35

BP1 (TYP.6)

HSS10X6X1/2 (13'-8")

T.O.S.12'-11"

EXTENTSOF SLAB

W18X35

ACCESS OPNG -REF. 9/S32-07

W14X30 + CHANNEL (14'-1")

W1

8X3

5 (1

4'-1

")

HSS8

X4X5

/16

(13

'-8")

1' - 8"

W16X26 (24'-2")

DB.3

DB.3

DF.2

DF.2

3A

S32-03

DC.8

DC.8

DE.6

DE.6 DG.9


BRACED BAY

BRACED BAY

BRAC

ED B

AY

BRAC

ED B

AY

S41-02

1

S41-023

S41-02

2

S41-02 4

(0")

HSS10X6X1/2 (13'-8")

HSS1

0X6

X1/2

(13'

-8")

HSS1

0X6

X1/2

(13'

-8")

HSS1

0X6

X1/2

(13'

-8")

HSS1

0X6

X1/2

(13'

-8")

5

S32-05

4

S32-05

(0")

HSS10X6X1/2 (13'-8")

W1

6X2

6 (1

2'-0

")HS

S8X4

X5/1

6 (1

3'-8

")HS

S8X4

X5/1

6 (1

3'-8

")HS

S8X4

X5/1

6 (1

3'-8

")

12

S32-03

5

S32-05

W1

6X2

6 (+

2 1

/2")

(SLP

)

W1

6X2

6 (+

2 1

/2")

(SLP

)

W1

6X2

6 (+

2 1

/2")

(SLP

)

W1

6X2

6 (+

2 1

/2")

(SLP

)

W1

6X2

6 (+

2 1

/2")

(SLP

)

W1

6X2

6 (+

2 1

/2")

(SLP

)

14K2

14K2

14K2

14K2

14K2

14K2

14K2

14K2

14K2

W16X26W16X26 W16X26W16X26

D4.4

D4.8

W18X55 (14'-6")

CANT.

W1

6X2

6

F.F.: 11'-8"T.O.S.: 11'-4"

W14

X30

W14X3

0

W14X22

W14X22

W14X22CANT. (TYP.)

W1

6X2

6

W14X22

14S32-01

*

*

**

11

S32-09

11

S32-09

W14X22W10X22

3' - 3"9' - 3"

4' -

3"

5' -

0"

12

S32-05

13

S32-05

14

S32-05

13

S32-03

2' - 5 1/4"

SHEA

RWAL

L

11

S32-03

11

S32-03

W18X119 (B.O.S. 22'-0")

6"

6"

W1

6X2

6

W1

6X2

6

W1

6X2

6

W1

6X2

6

W1

6X2

6

21' - 2 3/4" 4' - 0" 6"

6"

13

S32-05BP1(TYP.13)

13

S32-05

10

S32-03

HSS10X6X1/2 (13'-8") HSS10X6X1/2 (13'-8")

W18X35(13'-8")

HSS10X6X1/2 (13'-8")HSS10X6X1/2 (13'-8")

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-02F



PARTIAL LOW ROOF FRAMINGPLAN - AREA F

1/8" = 1'-0"S11-02F1 PARTIAL LOW ROOF FRAMING PLAN - AREA F

A

B

C

DE

F

G

KEYPLAN



3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

DJDH DK DL

D10

D9

D8

D7

DG

D7.9

DJ.2

D6

D3.1D3

D4D4

D5D5

D2

DPDN.7DM.5DM DN

D3.8

D2.6

DJ.3DH.2

D8.5

DK.2

D5.3

D4.5 D4.5

DK.4

D6.8

D5.6

D6.5

DN.6DN.3

DL.5

D3.4

D5.8

DF.6

HSS8

X4X5

/16

(13

'-8")

DG.9

BRAC

ED B

AYW

16

X26

(12

'-0")

HSS8

X4X5

/16

(13

'-8")

HSS8

X4X5

/16

(13

'-8")

HSS8

X4X5

/16

(13

'-8")

12

S32-03

5

S32-05

D4.8D4.8

W1

4X2

2

W1

6X3

1

W21X44

W1

6X3

1

W1

4X2

2

W1

4X2

2

1 1/2" FLOORDECK W16X31

CANT.

5' -

0"

6' - 0"

W1

4X2

2W

14

X22

W1

4X2

2W

14

X22

W10X19

W10X19

W10X19

6"

13

' - 1

1"

4' -

9"

7 3

/8"

W10X19

W10X19

W10X19

W10X19 1 1

/2" F

LOO

RD

ECK

W1

6X2

6

1 1/2" FLOORDECK

F.F.: 11'-8"T.O.S.: 11'-4"

F.F.: 11'-8"T.O.S.: 11'-4"

F.F.: 11'-8"T.O.S.: 11'-4"

6 3

/8"

6 3

/8"

8" 8"

10

S32-03

10

S32-03

10

S32-03

W1

4X2

2 6"

W21X44CANT.

W21X44

W21X44CANT.

6" 3' - 8"

2' - 5 1/4"

SHEA

RWAL

L

SHEA

RWAL

L

W14X22

SHEARWALL

11

S32-03

11

S32-03

6"6

"

W1

6X2

6

W1

6X2

6

W1

6X2

6

W1

6X2

6

W1

6X2

6

21' - 2 3/4" 4' - 0" 6"

6"

W16X26

W10X19

1' -

5 1

/4"

4' -

10

"

4' -

4 3

/8"

13

S32-05BP1(TYP.13)

13

S32-05

10

S32-03

W1

6X3

1

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-02G



PARTIAL STORAGE MEZZANINEFRAMING PLAN - AREA G

1/8" = 1'-0"S11-02G1 PARTIAL STORAGE MEZZANINE FRAMING PLAN - AREA G

A

B

C

DE

F

G

KEYPLAN



3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

AKAJ.8 AM AM.2 AM.8 BA

7

5.9

A

4

5.1

B B.6 B.7

CC.2

C2

CD.5

8

A8.1

8.2

B2

BE

HG.9

G

6

5.8

BDBC

5.2

A7

AJA8A9

3

A5.6

A6

AHAG

D

AD.9

5

A9.5

A11.9

7.2

3.8

AE.8 A5.9

A7.2

AJ.2A5.8

AH.3

F

3.7

A7.9

A9.8

AL.5

A7.7

A7.8

2.5

W14X22 (18'-6") W14X22 (18'-6")

W1

6X3

1 (1

8'-6

")

W1

6X3

1 (1

8'-6

")

W14X22 (18'-6") W14X22 (18'-6")

W16X2

6

W1

4X2

2

W1

2X1

4

W14X

22

W16X36

W14

X22

W12X14

W16X36

W14X22

W1

6X2

6

W16X3

1

W14X22

W18X35

W16X26W14X22

W16X2

6

W21X4

4

W14X22W14X22

W12X14W14X22W14X22

W14X22

W14X22

W18

X35

W14X22

W14X22

W14X22

W1

6X26

W16

X26

1 1/2

" ROOF

DECK

W14X22W14X22

1 1

/2" R

OO

FD

ECK

1 1

/2" R

OO

FD

ECK

T.O.S.25'-0"

T.O.S.25'-0"



14S32-01

13S32-01

13

S32-01

14

S32-01

C.1

AJ.6

S24

A7.10FB

FA

W14X22

W12X14

W14X2

2

W12X14

CF

ROO

F TR

USSE

S@

48"

o.c

.1 1/2" ROOF

DECK

W12X14

W12X14

C6t1

COL UP

6

S32-09

6

S32-09

11

S32-09

W14X22

W12X19

W12X19

W14X22

W14X22 W12X14

W16X26

W12X19

W16X26

W16X31

W12X14



17

S32-09

17

S32-09SIM.

SIM.

22

S32-09

23

S32-09

22

S32-09

23

S32-09

4

S32-10

4

S32-10

5

S32-10

AJ.1

6 3/8

"

8"

11

S32-09

11

S32-09

11

S32-09HSS4X4X1/4POST UP

W1

6X3

1 (1

8'-6

")

W/ L

4X4

X1/4

TO

P &

BOTT

.

M1

2X1

0 (1

8'-6

")

W8X10(18'-6")(TYP.)

W14X22 (18'-6")STUB FULLY WELDEDTO COL

W14X22 (18'-6")STUB FULLY WELDEDTO COL

9

S32-10

W14X22

W1

6X2

6

18

S32-07

24

S32-09

W12X14

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC JDM D6932.00

S11-03A



PARTIAL LOW ROOF FRAMINGPLAN - AREA A

1/8" = 1'-0"S11-03A1 PARTIAL LOW-ROOF FRAMING PLAN - AREA A

A

B

C

DE

F

G

KEYPLAN



3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

AM.8

AN

AQ

BA

A10

5.9 5.1

8

A8.1

8.2

B2

BE

B1

J.6

J

HG.96 5.8

BD

BC

K.6

5.2 5

A9.5

F

A7.9

W16X26

W16X26

W14X22

W16X26W21X44

W1

4X2

2

W1

4X2

2

W1

2X1

4

W1

4X2

2

W1

4X2

2

W1

4X2

2

W1

4X2

2

W1

6X2

6

W1

6X2

6

W2

4X5

5

W21X44

W18X35

W1

4X2

2

W1

4X2

2

W1

4X2

2

W1

4X2

2

W1

4X2

2

W16X26

W16X26W

16X26

W16X26

W16X26

W16X2

6

W16X26W16X26

W16X26

W16X26

W18X35

W16X26

W16

X26

W1

6X2

6

W16

X26

W16

X26

W16

X26

W16

X26

W16

X26

W16

X26

W16X

26W16X2

6

W16X2

6

W21X44

W12X14W12X14

W16X26

W16X26

W18X35

W18X35

1 1/2" ROOFDECK

W1

4X2

2

W1

4X2

2

T.O.S.21'-0"

14

S32-01

13

S32-01


S24

W1

4X2

2

W14X22

10

S32-09

10B

S32-09

W1

6X2

6


24

S32-09 W14X22

4

S32-10

W14X22

W14X22

W16X2

6

10

S32-10

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC JDM D6932.00

S11-03C



PARTIAL LOW ROOF FRAMINGPLAN - AREA C

1/8" = 1'-0"S11-03C1 PARTIAL LOW ROOF FRAMING PLAN - AREA C

A

B

C

DE

F

G

KEYPLAN


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12


D16D16

DJDHDF DK DL

D15D15

D12

D11

D10

D9D9

D8

D12.6

D7

DG

D13D13

D7.9D7.9

DJ.2

D11.4D11.4

D6

D8.5

DK.2 DK.4

D6.8

D5.8

DF.6

1 1

/2" R

OO

FD

ECK

1 1

/2" R

OO

FD

ECK

W1

6X2

6 (1

7'-3

)W

24X

55

(17

'-3)

W1

8X4

0 (1

7'-5

1/2

")W

18X

40

(17

'-3)

W1

8X4

0 (1

7'-3

)W

12X

14

(17

'-3)

W2

1X4

4 (1

6'-6

1/2

")W

18

X35

(16

'-6 1

/2")

W2

4X8

4 (1

6'-6

1/2

")W

24

X55

(16

'-6 1

/2")

W1

6X2

6 (1

6'-6

1/2

")

W1

6X2

6 (1

6'-1

1")

W16X31 (+2 1/2") (SLP)

W1

6X2

6 (1

6'-1

1")

W2

4X8

4 (1

7'-3

1/2

")

W1

8X4

0 (1

7'-3

1/2

")W

21

X44

(17

'-3 1

/2")

W2

4X6

8 (1

6'-6

")W

18

X40

(16

'-6")

W2

1X4

4 (1

6'-3

1/2

")

W16X26 (+2 1/2") (SLP) W16X26 (+2 1/2") (SLP)

W1

8X4

0 (1

7'-0

3/4

")W

16

X26

(17

'-0 3

/4")

W16X26 W16X26

14K2

22K7

W18X35 (+2 1/2") (SLP)

W18X35 (+2 1/2") (SLP)

26K7

30KCS3

30KCS3

W21X44 (+2 1/2") (SLP)22K6

W18X40 (+2 1/2") (SLP)

26KCS2 W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)20K4 W16X26 (+2 1/2") (SLP)

W16X26 (+2 1/2") (SLP) W1

6X2

6 (1

7'-0

3/4

")

22K7

22K7

14K2

14K2

14K2

14K2

14K2

14K2

22K7

22K7

22K7

W16X26 (+2 1/2") (SLP)

W16X26 (+2 1/2") (SLP)

W16X26 (+2 1/2") (SLP)

W16X26 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W16X26 (+2 1/2") (SLP)

W16X26 (+2 1/2") (SLP)

W16X26 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

26KCS2

26KCS2

26KCS2

26KCS2

20K4

26KCS2

26KCS2

W16X31 (+2 1/2") (SLP)

W16X31 (+2 1/2") (SLP)

W16X31 (+2 1/2") (SLP)

W16X31 (+2 1/2") (SLP)

20K4

W18X40 (17'-6")W14X22 (20'-0")W21X48 (17'-6")

W1

4X2

2 (1

6'-6

1/2

")W

18

X40

(16

'-6 1

/2")

W1

4X2

2 (1

7'-3

1/2

")W

21

X44

(17

'-3 1

/2")

W1

4X2

2 (1

6'-3

1/2

")W

21

X50

(16

'-3 1

/2")

22K6

22K6

22K6

22K6

22K6

22K6

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

30K10

W24X55 (+2 1/2") (SLP)

W24X55 (+2 1/2") (SLP)

W24X55 (+2 1/2") (SLP)

W16X26 (+2 1/2") (SLP)

W16X26 (+2 1/2") (SLP)

W18X35 (+2 1/2") (SLP)

W18X35 (+2 1/2") (SLP)

W18X35 (+2 1/2") (SLP)

26K7

26K7

30KCS3

30K10

30K10

30K10

30K10

30K10W18X40 (+2 1/2") (SLP)

W16X26 (+2 1/2") (SLP)

22K6

16KSC2

16KSC2

W18X35 (+2 1/2") (SLP)

16KSC2

W18X35 (SLP)

16KSC2

30KCS3

30KCS3

30KCS3

30KCS3

16KSC2

W16X31 (SLP)

16KSC2

W16X26 (+2 1/2") (SLP)

22K7 14K2

RTU 3600 lb MAXREF. STD DETAILFOR ADD'L FRMG

W21X48 (17'-6")

W24X62 (SLP) W21X44 (SLP)

HSS4X4X3/8

HANGER

W18X35 (SLP)

2' -

0"

W18X35 (17'-6")

W12X14 (SLP)

W1

6X2

6 (1

7'-0

")

DF.2

B.O

.D.

16

'-9"

B.O

.D.

17

'-6"

B.O

.D.

16

'-6"

1

S32-031

S32-03

4A

S32-03

4A

S32-03

5

S32-03

5

S32-03

D15.1D15.1

DG.9

14K2

22K7

W1

6X3

1

16KSC2

16KSC2

1 1

/2" R

OO

FD

ECK

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

6

S32-09

6

S32-09SIM.

13

S32-09

4

S32-03

4

S32-03

20

S32-07

SIM.2

S32-03

24

S32-09

18

S32-07



ROOF HATCH (REF.STD DETAIL FORADD'L FRMG)

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-03E



PARTIAL ROOF FRAMING PLAN -AREA E

1/8" = 1'-0"S11-03E1 PARTIAL ROOF FRAMING PLAN - AREA E

A

B

C

DE

F

G

KEYPLAN


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12


DJDHDF DK DL

D9

D8

D7

DG

D7.9

DJ.2

D6

D3.1D3

D4D4

D5D5

D2

DPDN.7DM.5DM DN

D3.8

D2.6

DJ.3DH.2

D8.5

DK.2

D5.3

D4.5

DK.4

D6.8

D5.6

D6.5

DN.6DN.3

DL.5

D3.4

D5.8

DF.6

1 1

/2" R

OO

FD

ECK

W1

8X4

0 (1

7'-3

)W

12X

14

(17

'-3)

W2

1X4

4 (1

6'-6

1/2

")

W2

1X4

4 (1

7'-3

1/2

")

W2

1X4

4 (1

6'-3

1/2

")

30KCS3

W21X44 (+2 1/2") (SLP)22K6

W18X40 (+2 1/2") (SLP)

26KCS2 W18X40 (+2 1/2") (SLP) W16X26 (+2 1/2") (SLP) W1

6X2

6 (1

7'-0

3/4

")

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

26KCS2

26KCS2

26KCS2

26KCS2

W18X40 (17'-6")W14X22 (20'-0")W21X48 (17'-6")

W1

4X2

2 (1

6'-6

1/2

")W

18

X40

(16

'-6 1

/2")

W1

4X2

2 (1

7'-3

1/2

")W

21

X44

(17

'-3 1

/2")

W1

4X2

2 (1

6'-3

1/2

")W

21

X50

(16

'-3 1

/2")

22K6

22K6

22K6

22K6

22K6

22K6

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

30K10

W24X55 (+2 1/2") (SLP)

W24X55 (+2 1/2") (SLP)

W24X55 (+2 1/2") (SLP)

W16X26 (+2 1/2") (SLP)

W16X26 (+2 1/2") (SLP)

30K10

30K10

30K10

30K10

30K10W18X40 (+2 1/2") (SLP)

W16X26 (+2 1/2") (SLP)

22K6

16KSC2

16KSC2

W18X35 (+2 1/2") (SLP)

16KSC2

W18X35 (SLP)

W2

1X4

4W

18

X35

16KSC2

30KCS3

30KCS3

30KCS3

30KCS3

16KSC2

W16X31 (SLP)

16KSC2

W14X22 (+2 1/2") (SLP)W14X22 (+2 1/2") (SLP)W14X22 (+2 1/2") (SLP)

24K5

24K5

24K5

W2

1X4

4 (1

7'-3

1/2

")

W14X22 (+2 1/2") (SLP)

W2

1X4

4 (1

6'-7

")

30KCS4

30KCS4

30KCS4

30KCS4

W2

1X4

8 (1

7'-3

1/2

")

28KCS2

28KCS2

28KCS2

28KCS2

W14X22 (+2 1/2") (SLP)

W14X22 (+2 1/2") (SLP)

W1

6X3

1 (1

6'-1

0 1

/2")

W14X22 (+2 1/2") (SLP)

W1

8X40

+ 3

/8" C

ONT

. PL

ATE

(17

'-6")

24K5

E6


W18X40 (17'-6")

(0")

W18X35 (24'-0")

W16x26(21'-3 1/2")

W18X35 (32'-7")

W12

X19

(SLP

)

W12

X19

(SLP

)

W12

X19

(SLP

)

W12

X19

(SLP

)

W12

X19

(SLP

)

W12

X19

(SLP

)

W12

X19

(SLP

)

W16X26 (36'-8")

W12

X14

(SLP

)

W12

X14

(SLP

)

W12

X14

(SLP

)

W12

X14

(SLP

)

W12

X14

(SLP

)

W12

X14

(SLP

)

W12

X14

(SLP

)

(0")

W14X22 (17'-6")

W21X48 (17'-6")

W1

8X3

5 (1

7'-6

")

W14X22 (17'-6")W24X55 (17'-6")W14X22 (17'-6")W14X22 (17'-6")

W1

4X2

2 (1

5'-8

")

W18X40 + CHANNEL (15'-8")

W1

4X2

2 (1

5'-8

")

W18X40 (14'-9")

W1

8X35

+ 3

/8" C

ONT

. PL

ATE

(17

'-6")

W14X22 (14'-9")W21X44 (14'-9")

W2

1X48

+ 3

/8" C

ONT

. PL

ATE

(17

'-6")

W21X48 (17'-6")W24X55 (17'-6")

W16X26 (14'-9")

W1

8X3

5 (1

4'-1

")

W14X30 + CHANNEL (14'-1")

W1

8X3

5 (1

4'-1

")W16X31 (17'-6")

W21X48 (17'-6")

W14X22 (21'-2")

W14X22 (27'-6")

W14

X22

(SLP

)

W14

X22

(SLP

)

14K2

W14

X22

(SLP

)

W14

X22

(SLP

)

12K1

W14

X22

(SLP

)12

K1

W14

X22

(SLP

)

W16X26 (27'-1 1/2")

(0")

W18

X40

(SLP

)

W21

X48

(SLP

)

12K1

14K2

14K2

14K2

14K2

HSS4

X4X3

/8

HANG

ER


HSS4X4X3/8

HANGER

W18X35 (SLP)

2' -

0"

W18X35 (17'-6")

W12X14 (SLP)

W1

6X2

6 (1

7'-0

")W

14X2

2 (S

LP)

W14

X22

(SLP

)W

16

X26

(17

'-0")

1' - 8"

DF.2

W1

8X4

0 +

CH

ANNE

L (1

7'-6

")

RIDGE

3

S32-03

4

S32-03

5

S32-03

2

S32-03

1

S32-03

RIDGE

W16X31 (14'-7")

W18X35 (17'-6")

3A

S32-03

1

S32-03

4A

S32-03

6

S32-03

7

S32-037

S32-038

S32-03

9

S32-03

DG.9

W1

6X2

6 (1

2'-0

")

BRACED BAY

BRACED BAY

BRAC

ED B

AY

14K2

12K1

12K1

12K1

12K1

W18X35 (19'-2")

14K2

12K1

12K1

D4.4D4.4

D4.8D4.8

W1

6X3

1

16KSC2

16KSC2

CF

TRUS

SES

@ 4

8" o

.c.

CF T

RUSS

ES@

48"

o.c

.


(FLAT BOTT. CHORD)

1 1

/2" R

OO

FD

ECK

O.F. CF TRUSSES@ 48" o.c.

CF T

RUSS

ES@

48"

o.c

.(F

LAT

BOTT

OM

CHO

RD) 1 1/2" ROOF

DECK

CF

TRUS

SES

@ 4

8" o

.c.

CF

TRUS

SES

@ 4

8" o

.c.

B.O

.D.

16

'-9"

B.O

.D.

17

'-6"

B.O

.D.

16

'-6"

1 1

/2" R

OO

FD

ECK

B.O

.D.

17

'-6"

B.O

.D.

16

'-9 1

/2"

B.O

.D.

17

'-6"


(FLAT BOTT. CHORD)

CF OUTRIGGERS@ 48" o.c. @GABLE ENDS (TYP.)

RID

GE

VALL

EY

VALLEY

1 1/2" ROOFDECK

CF

TRUS

SES

@ 4

8" o

.c.

(FLA

T BO

TT.

CHO

RD)

6

S32-03

SIM.

6

S32-03SIM.RI

DG

E

VALL

EY

VALLEY

CANT.

CANT.

W24X68 (17'-6")

W18X40 (17'-6")

1' -

0"

CANT.

20

S32-09

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

W18X40 (+2 1/2") (SLP)

CF

TRUS

SES

@ 4

8" o

.c.

(FLA

T BO

TT.

CHO

RD)

3' - 8"

W1

2X1

4(S

LP)

W1

2X1

4(S

LP)

W1

2X1

4(S

LP)

W1

2X1

4(S

LP)

W1

2X1

4(S

LP)

W1

2X1

4(S

LP)

W12X14(SLP)

SEE MECH DWGS FORADD'L PIPING LOAD HUNGFROM TRUSS BOTT.CHORD THIS AREA.

LOAD WITHIN 12 FT OF DM LINE

DESIGN CF TRUSSES FOR50 PSF TOP CHORD SNOW

20

S32-07

DESIGN CF TRUSSES FOR95 PSF TOP CHORD SNOW LOAD

HSS4

X4X3

/8

HANG

ER

W10X26 (10'-0")

13

S32-03

12

S32-03

20

S32-07

SHEA

R W

ALL

SIM.

8

S32-03

SHEARWALL

1

S32-03

1

S32-03

8

S32-03SIM.

SHEA

R W

ALL

17

S32-06

TCX

4A

S32-01

3

S32-01

2

S32-03

ROOF BREAK

7

S32-03

9

S32-034A

S32-01

SIM.

W1

8X3

5 (1

7'-6

")

(0")

W18

X35

(SLP

)

24

S32-09

18

S32-07

LOW

18

S32-07

18

S32-07

18

S32-06

W1

8X3

5 (1

7'-6

")

W1

8X3

5 (1

7'-6

")

SIM. SIM.

(0")

W18X40 +CHANNEL(17'-6")

W18X40 +CHANNEL(17'-6")


ROOF HATCH (REF.STD DETAIL FORADD'L FRMG)

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-03G



PARTIAL ROOF FRAMING PLAN -AREA G

A

B

C

DE

F

G

KEYPLAN

1/8" = 1'-0"S11-03G1 PARTIAL ROOF FRAMING PLAN - AREA G


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12


AKAJ.8

AL

AMAM.2

AM.8AN

AP

AQ

A16

A15.2A15

A14

A13

A12

A11

BA

A10

CE

C

C1

11

CD

7.5

7

5.9

A

4

5.1

B B.6 B.7

CB

3.5CC.2

C2

CD.5

8

A8.1

8.2

B2

BE

B1

J.6

JHG.9

G

65.8

BD

BC

K.6 L.6

9

10

M N P.6 Q

R

K L P

5.2

A7

AJ

A8A9

K.3 K.8

2

1

3

M.3 M.8

A5.6

A6

A5

A4

A3.5

A3

AHAG

D

AD.9

AD.7

AD.5

CC

0.5

AD.2

AC

AB

AAA1

A2

AD

AD.3

AD.8

AE

AF

P.3 P.8

S.2S

5

A9.5

A12.7

A11.9

7.2

3.8

3.1

A2.2

A2.6

A2.9

AA.8

SC

SD

SE

SB

A5.3

AE.8

A5.9

A7.2

AJ.2

A5.8

AH.3

D16

DJ

DH

DF

DK

DL

D15

D14

D12

D11

D10

D9

D8

D12.6

D7

DA

DG

D13

DD

D7.9

DJ.2

D11.4

S31

D6

D3.1

D3

D1

DB

D4

D5

D2

DP

DN.7

DM.5

DM

DN

D3.8

D2.6

DJ.3

DH.2

D8.5

DK.2

D5.3

D4.5

DK.4

D6.8

D5.6

D6.5

DN.6

DN.3

DL.5

D3.4

D5.8

S41-01

2

F

3.7

A7.9

A9.8

AL.5

A7.7

A7.8

A2.5A2.4

2.5

DF.6

E5

EA

EB

E6

E4

D7.5

E3

E2

E1

E3.5

DE

DB.5DB.3

DF.2

C.1

AJ.6

S24

A7.10

FB

FA

DC.8

DE.6

D15.1

DG.9

AC.8

AE.2

A2.1

S41-02

1

S41-02

3

S41-02

2

S41-02

4

AD.6

S41-03

E3

Truss Bracing

3

S41-03

E2

Truss Bracing

2

S41-01

4

S41-01

5

D4.4

D4.8

DD.1

S41-02

5

AJ.1

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

3/64" = 1'-0"

WOODBRIDGE ROAD

AJC JDM D6932.00

S11-04



OVERALL FRAMING PLAN

3/64" = 1'-0"S11-041 Overall Mech Platform Framing Plan


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

A7

A8

A5.6

A6

A5

A4

A3.5

A3

AHAGAD.9

AD.9

AD.7

AD.7

AD.5

AD.5

AD.2

AD.2

AB

A5.3

AE.8

A5.9

A7.2

A5.8

S41-011

S41-012

W1

4X5

3 (B

OTT

OM

CHO

RD)

W12X40

W12X40

W12X40

W12X40

W12X40

W12X40

W1

4X5

3 (B

OTT

OM

CHO

RD)

W1

4X5

3 (B

OTT

OM

CHO

RD)

W12X40

W12X40

W12X40

W12X40

W12X40

W12X40

W12X40

W12X53

W12X53

W12X53

W12X53

W12X40

W12X53

W12X53

W12X53

W12X53

W12X40

W1

4X3

0 (2

6'-6

")

W1

8X3

5 (3

0'-5

")

W1

4X3

0 (2

6'-6

")

W1

4X43

+ B

OTT

. C

12x2

0.7

W1

4X43

+ B

OTT

. C

12x2

0.7

W1

4X43

+ C

12x2

0.7

BOTT

.W

14X

43 +

BO

TT.

C12

x20.

7W

14X

43 +

BO

TT.

C12

x20.

7

S41-013

BRAC

ED B

AY

CRO

SS B

RAC

ED B

AYCR

OSS

BRA

CED

BAY

DBL L5X3X1/4DIAG. BRACE(TYP)

W1

4X3

0W

14

X53

W1

4X4

3W

14

X53

W1

4X4

3W

18

X35

(30

'-5")

(0")

W14X22 (30'-5")

AC.8 AE.2

W12X40 + C12x20.7 W12X40 + C12x20.7 W12X40 + C12x20.7 W12X40 + C12x20.7

HSS20x12x1/2 + CONT.ANGLE (T.O.S. = ELEV.48"'-0")

+/-

32

' - 4

" CLE

AR

HSS12x6x3/16 POST & HSS12x4x3/16 BENT(TYP. 2) PROVIDE 2"x2" THICK x 10" LONGSPACER PLATE ON W12 COLOUTBOARD FLANGE @ 4' o.c.VERT. ADJ. TO HSS POST.FIELD WELD HSS POST TOSPACER PLATES.

W1

2X2

6

W1

2X2

6W

12

X26

W1

2X2

6

W1

2X2

6

W12X26 + C12x20.7

W12X26 + C12x20.7

LINES OF SWAYBRACING BETWEENTRUSSES

LINES OF SWAYBRACING BETWEENTRUSSES

7

S32-04

7A

S32-04

7A

S32-04

(EL. 26'-6")

(EL. 26'-6")

(EL. 26'-6")

S41-03

E1

Truss Bracing1

AD.6

AD.6

S41-03

E3

Truss Bracing3

S41-03

E2

Truss Bracing2

S41-014

W14X22 (30'-5")

W14X22 (30'-5")

W14X22 (30'-5") 1 1/2" COMP.FLOOR DECKWITH 3 1/2"CONC. TOPPING.PROVIDE CONT.L5x5x5/16STRUCT. POURSTOP.

BRAC

ED B

AY

1

S32-05

W12X40 + C12x20.7W12X40 + C12x20.7W12X40 + C12x20.7W12X40 + C12x20.7

2

S32-05

7A

S32-04

7A

S32-04

9

S32-04 W1

2X4

0

8

S32-04

(EL. 26'-6")

(EL. 26'-6")

1

S32-052

S32-05

10

S32-05

9

S32-09

W8X24 @ 45 DEGREES(26'-6") (TYP.)

W8X24 @ 45 DEGREES(26'-6") (TYP.)

SEE ROOF FRAMINGPLAN FOR K-BRACING(TYP. 4 CORNERS)

W12X26

W12X26

6" 18 GA CF STUDS@ 16" o.c. - PROVIDECF CLIPS TO BEAMS@ ELEV. 26'-6" (SLIPCONNX.) EXTEND TOROOF AND PROVIDESECOND SLIP CONNX.@ EACH STUD.

C12w79

POST UPW33X118(T.O.S. 25'-3")

DBL L5X3X1/4DIAG. BRACE(TYP.)



C12w

79

POST

UPW33X118

(T.O.S. 25'-3")

12" 18 GA CF STUDS@ 16" o.c. - ABOVEELEV. 26'-6" (TYP.THIS GABLE END)

(EL. 48'-0")

(EL. 48'-0")

W1

4X5

3 (2

6'-6

")

S32-087

W1

2X2

6

MC

12

X31

STR

ING

ER

MC

12

X31

STR

ING

ER

(0")

17A

S32-04

SIM.

17

S32-04

SIM.

8

S32-08

14

' - 0

" (TY

P.)

12

' - 2

"1

2' -

2"

CENTERLINE

(+/- 60k)

(44k T)

(30k T)

(+/- 60k)

(28

k C

)

(32

k C

)

(17

k C

)(+/- 72k)

(+/- 72k)

(18k T)

(8k T)

(8k T)

(30k T)

(44k T)

(15k T

)

(+/- 72k)

(+/- 72k)

(+/- 60k)

(+/- 60k)

(+/- 37k)

(17

k C

)

(31

k C

)

(30k T)

(44k T)(8k T)

(8k T)(18k T)

(30k T)

(44k T)

(+/-

18k

)

(+/-

10k

)

(10k T) (10k T)

(10k T)(10k T)

(12k C)

(15k C)

(14k C)

(15k T)(15k T)

(12k C)

GUARDRAILPER ARCH

W14X22 (30'-5")

W12X26 (26'-4")(0")

(TYP.)

(TYP.)

(15k T)

W12X40

(+/- 37k)

SEE OPP. WALL FORHORIZ. TRUSS LOADS

NOTE: ALL SUPPLEMENTALFRAMING FOR BB NETS TOBE DESIGNED AND PROVIDEDBY MANUF.

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC API D6932.00

S11-04B



PARTIAL BOTTOM CHORD FRAMINGPLAN - AREA B

1/8" = 1'-0"S11-04B1 PARTIAL BOTTOM CHORD FRAMING PLAN - AREA B

A

B

C

DE

F

G

KEYPLAN


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12


NOTES:1. TOP OF STEEL = 26'-6" U.N.O.2. ALL W12 BEAMS ARE @ 26'-4".3. ALL DIAG. BRACING HAS BOTT. OF STEEL @ 25'-4". REF. S32-08 FOR BRACING NOTES.

AL

AM

AM.2

AM.8

AN

AP

A16 A15.2 A15 A14 A13 A12 A11 A10

W18X35 (20) W18X35 (20) W16X26 (15) W18X35

W18X35 (20) W18X35 (20) W16X26 (15) W18X35

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)


HSS8

X6X1

/4HS

S12

X6X5

/16

(26'

-0")

HSS8

X6X1

/4

1

S32-01

17

S32-01

C6t2

POST

UP

C6t2

POST

UP

CANT.

CANT.

W1

6X2

6 (1

2) W16X26

W16X26

W1

4X2

2

W14X22CANT.

W18X35

T.O.S. =29'-4"

W14X30W14X30

W1

4X3

0

W14X30 W14X30

ERV-2(6,000 lbs)

W12X14 BELOWUNIT (TYP.)

ERV-1(5,500 lbs)

2"x3/16" BARGRATING

HSS10X6X5/16(26'-0")

HSS10X6X5/16(26'-0")

HSS1

2X8

X1/2

(26'

-0")

(26'

-0")

(26'

-0")

1

S32-02

1

S32-01

1

S32-01

1

S32-01

W16X26COL STUB

W1

8X3

5 (2

9'-8

")

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC JDM D6932.00

S11-04C



PARTIAL PLATFORM FRAMINGPLAN - AREA C

1/8" = 1'-0"S11-04C1 PARTIAL PLATFORM FRAMING PLAN - AREA C

A

B

C

DE

F

G

KEYPLAN



3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

5.9

5.1

J.6

JHG.9

6

5.8

K.6 L.6 M N P.6 Q R

K L P

5.2

M.3 M.8 S

5W18X50

W1

6X3

6

W1

6X2

6 (1

0)

W18X60 (28) W16X26

W1

8X3

5

W18X97W18X55 (31)

W1

8X3

5

W18X40 W18X35 (30)

W18X60 (29)W16X26

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2) W14X22

W14X22

W1

6X2

6 (8

)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2) W18X35

W18X35

W1

4X2

2

W1

4X2

2W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (8

)W14X22

W14X22 W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

2)

W1

6X2

6 (1

0)


1

S32-01

1

S32-01

1

S32-01

1

S32-01

2" x 3/16" BARGRATING

W14X22

W14X22

W14X22

W14X22

AHU-4(1,000 lbs)

AHU-5(1,000 lbs) ERV-4

(6,000 lbs)

T.O.S. =29'-4"

W12X14 BELOWUNIT (TYP.)

ERV-5(6,000 lbs)

W16X36

W16X36

W1

6X3

6

W14X22

W1

6X3

6

1

S32-01

1

S32-01

W16X36

W16X36

W1

4X2

2

W1

4X2

2W

14

X22

W1

4X2

2

1

S32-01

1

S32-01

W16X36

W1

6X3

6

W16X26

W1

6X3

6

W16X26

W16X31

W14X22

W1

6X3

6

W1

6X3

6

W1

6X3

6

1

S32-01

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC JDM D6932.00

S11-04D



PARTIAL PLATFORM FRAMINGPLAN - AREA D

1/8" = 1'-0"S11-04D1 PARTIAL PLATFORM FRAMING PLAN - AREA D

A

B

C

DE

F

G

KEYPLAN



3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

86

5.8

R

5.2

S.2

S

5

DF

DF

D12

D10

D8

D7D7

DA

D13

S31

1 1

/2" R

OO

FD

ECK

W1

2x2

2 (T

YP.)

36LH08

36LH08

36LH08

W18

X35

(CUR

VED)

W18X3

5 (C

URVE

D)

W18X35 (SLP) (F.P.)

W4

0X21

1 (C

= +

1/2"

)

W18X35 (+6 1/2") (SLP)

W24X55 (+6 1/2") (SLP)

W24X55 (+6 1/2") (SLP)

W24X76 (+6 1/2") (SLP) (F.P.)

W24X55 (+6 1/2") (SLP)

W24X55 (+6 1/2") (SLP) (C = 1/2")

W24X55 (+6 1/2") (SLP) (C = 3/4")

W24X55 (+6 1/2") (SLP) (C = 1/2")

W1

8X4

0W

18

X35

W2

1X4

4W

18

X35

EA

EB

E6

D7.5

E1

DEDB.5

W18

X35

(CUR

VED

)B.

O.D

. 2

8'-0

"(T

.O.S

. 2

7'-5

1/2

")

B.O

.D.

26

'-10

"(T

.O.S

. 2

6'-3

1/2

")

ROOFSLOPE

W18X35 (+6 1/2") (SLP)W18X35 (+6 1/2") (SLP)

C10w68POST UP

W24X62 (28'-0")

DB.3 DF.2

36LH08

36LH08

36LH08

36LH08

36LH08

36LH08

36LH08

36LH08

36LH08

36LH08

36LH08

36LH08

DC.8 DE.6

DE.6

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W14X30 (30'-2")W14X30 (30'-2")

S41-02

2


W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W14X30 (30'-2")W14X30 (30'-2")

36LH08

2' -

8"

2' -

8"

2' -

0"

DD.1

7

S32-09

9

S32-09

20

S32-09

W12X26

W12X26

W12X26 W12X26

LOCATE W12x26 OVERCONTROL BOOTH COLDFORM WALLS

14

S32-03

W14X30 (30'-2")(0")

11 5

/8"

11

S32-09

9

S32-09

11

S32-0911

S32-07SIM.

11

S32-07SIM.

SIM.

W16X36

W16X2

6

W16X36W16X2

6

W16X3

1

W14X2

2

W16X36

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-04E



PARTIAL ROOF FRAMING PLAN -AREA E

1/8" = 1'-0"S11-04E1 PARTIAL ROOF FRAMING PLAN - AREA E

A

B

C

DE

F

G

KEYPLAN


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12


DJDH

DF

DF

D7

DA DG

D7.9

DJ.2

D6

D3.1D3

D1

DB

D4

D5

D2

D2.6

DH.2

D5.3

D4.5

D6.8

D5.6

D6.5

D5.8

DF.6

36LH08

36LH08 W1

8X3

5

E5

EB

E6

D7.5

E3

E2

E1

E3.5

DE

DE

DB.5

DB.5

W18

X35

(CUR

VED

)

W18X35 (+6 1/2") (SLP)W18X35 (+6 1/2") (SLP)

C10w68POST UP

W24X62 (28'-0")

DB.3 DF.2

DC.8

DE.6 DG.9

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")W

14

X30

(30

'-2")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")W

14

X30

(30

'-2")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")W

14

X30

(30

'-2")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")W

14

X30

(30

'-2")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W14X30 (30'-2")W14X30 (30'-2")

LIGHT & RIGGINGBAR. REF. THEATREDRAWINGS (TYP.10)

W14X30 (30'-2")W14X30 (30'-2")

TRUSS BOTTOM CHORD

TRUSS BOTTOM CHORD

TRUSS BOTTOM CHORD

TRUSS BOTTOM CHORD

10' - 8" 10' - 9 1/2" 11' - 5 1/2" 13' - 0" 13' - 0" 13' - 7" 8' - 8" 10' - 8"

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

BRACED BAYBRACED BAY

FLOORDECK

S41-02

1

S41-023

S41-02

2

S41-02 4


BRAC

ED B

AY

BRAC

ED B

AY

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")W

14

X30

(30

'-2")

W1

4X3

0 (3

0'-2

")W

14

X30

(30

'-2")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")

W14X30 (30'-2") W14X30 (30'-2")

W1

4X3

0 (3

0'-2

")W

14

X30

(30

'-2")

W1

4X3

0 (3

0'-2

")W

14

X30

(30

'-2")

W1

4X3

0 (3

0'-2

")

W1

4X3

0 (3

0'-2

")W

14

X30

(30

'-2")

W1

4X3

0 (3

0'-2

")W

14

X30

(30

'-2")

W14X30 (30'-2")W14X30 (30'-2")

3

S32-05

3

S32-05

36LH08

2' -

8"

2' -

8"

2' -

0"

D4.4

D4.8

S41-02

5

W12X26

W12X26

W12X26 W12X26

LOCATE W12x26 OVERCONTROL BOOTH COLDFORM WALLS

W12X26 W12X26 W12X26 W12X26 W12X26W12X26 W12X26 W12X26


W12X26

W12X26 W12X26 W12X26 W12X26W12X26 W12X26

W12X26

W12X26 W12X26 W12X26 W12X26W12X26 W12X26


W18X119 (B.O.S. 22'-0")

18

S32-05

LOCCATE W12X26 BEAMS TOALIGN W/ LIGHT/RIGGING BARS.(TYP.) FINAL LOC'NS TO BECOORDINATED W/ LIGHTING &EQUIPMENT DWGS IN BID PAK B.

W12X26 - ALIGN W/PARTITION WALLS.(TYP.)

1/4" x 4" FLAT BARDIAG. BRACING.(TYP. @ COL'S D2-D3)

L5x5x3/8 DIAG.BRACING. (TYP.,EXCEPT @ COL'SD2-D3)

L5x5x3/8 DIAG. BRACINGBETWEEN TRUSSES. (TYP.LINES DB.5, DE, DF,BETWEEN D3 & D6)

15

S32-05

S32-0516

S32-0517

19

S32-05

14

S32-03

W14X30 (30'-2")(0")

13

S32-03

11

S32-0911

S32-07SIM.

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-04F



PARTIAL BOTTOM CHORD FRAMINGPLAN - AREA F


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

1/8" = 1'-0"S11-04F1 PARTIAL BOTTOM CHORD FRAMING PLAN - AREA F

A

B

C

DE

F

G

KEYPLAN


NOTES:1. FLOOR DECK OVER STAFE AREA: 2" 20 GA GALV. FORM DECK (MIN. 3 SPAN LENGTHS) REF. ARCH FOR SHEATHING/TOPPING.2. PROVIDE CONT. PERIMETER L4x4x1/4 @ DECK OVER STAGE.

AKAJ.8

AL

AMAM.2

AM.8AN

AP

AQ

A16

A15.2A15

A14

A13

A12

A11

BA

A10

CE

C

C1

11

CD

7.5

7

5.9

A

4

5.1

B B.6 B.7

CB

3.5CC.2

C2

CD.5

8

A8.1

8.2

B2

BE

B1

J.6

JHG.9

G

65.8

BD

BC

K.6 L.6

9

10

M N P.6 Q

R

K L P

5.2

A7

AJ

A8A9

K.3 K.8

2

1

3

M.3 M.8

A5.6

A6

A5

A4

A3.5

A3

AHAG

D

AD.9

AD.7

AD.5

CC

0.5

AD.2

AC

AB

AAA1

A2

AD

AD.3

AD.8

AE

AF

P.3 P.8

S.2S

5

A9.5

A12.7

A11.9

7.2

3.8

3.1

A2.2

A2.6

A2.9

AA.8

SC

SD

SE

SB

A5.3

AE.8

A5.9

A7.2

AJ.2

A5.8

AH.3

D16

DJ

DH

DF

DK

DL

D15

D14

D12

D11

D10

D9

D8

D12.6

D7

DA

DG

D13

DD

D7.9

DJ.2

D11.4

S31

D6

D3.1D3

D1

DB

D4

D5

D2

DP

DN.7

DM.5

DM

DN

D3.8

D2.6

DJ.3

DH.2

D8.5

DK.2

D5.3

D4.5

DK.4

D6.8

D5.6

D6.5

DN.6

DN.3

DL.5

D3.4

D5.8

S41-01

1

S41-01

2

F

3.7

A7.9

A9.8

AL.5

A7.7

A7.8

A2.5A2.4

2.5

DF.6

S41-01

3

E5

EA

EB

E6

E4

D7.5

E3

E2

E1

E3.5

DE

DB.5DB.3

DF.2

C.1

AJ.6

S24

A7.10

FB

FA

DC.8

DE.6

D15.1

DG.9

AC.8

AE.2

A2.1

S41-02

1

S41-02

3

S41-02

2

S41-02

4

S41-03

E1

Truss Bracing

1

AD.6

S41-03

E3

Truss Bracing

3

S41-03

E2

Truss Bracing

2

S41-01

4

S41-01

5

D4.4

D4.8

DD.1

S41-02

5

AJ.1

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

3/64" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-05



OVERALL HIGH ROOF FRAMINGPLAN

3/64" = 1'-0"S11-051 Overall Roof Framing Plan


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

AKAJ.8 AM AM.2 AM.8 AN AQA14 A13 A12 A11 BA A10

CE

C

C1

11

CD

7.5

7

5.9

4

5.1

B.6 B.7

CB

3.5CC.2

C2

CD.5

8

A8.1

8.2

B2

BE

HG.9

G

6

5.8

BD

BC

5.2

A7

AJ

A8A9

3

A5.6

A6

A5

A4

A3.5 A3 AHAG

D

AD.9

AD.7

AD.5

CC

0.5

5

W18X35 (+5 1/2") (SLP)

W16X3

1

W16X2

6

W16X3

1

W16X2

6

W16X2

6

W16X26 (+5 1/2") (SLP)

W16X26 (+5 1/2") (SLP)

W18X35 (+5 1/2") (SLP)

W16X2

6

W16X2

6

W16X2

6

W16X2

6

22K422K4

22K422K4

22K4

22K4

22K422K4

22K422K4

22K422K4

22K422K4

W16x26 (+5 1/2") (BENT)

W16X2

6

W16X2

6

10KCS210KCS210KCS2

10KCS2

10KCS2

10KCS2

10KCS210KCS2

10KCS2

A9.5

A12.7

A11.9

7.2

3.8

3.1

A2.9

A5.3

AE.8

A5.9

A7.2

AJ.2

A5.8

AH.3

W16X26

W16X31

W16X26

W1

8X3

5 (+

5 1

/2")

(SLP

)W

18

X35

(+5

1/2

") (S

LP)

22K4

22K4

22K4

22K4

10

KCS2

10

KCS2

10

KCS2

10

KCS2

F

3.7

A7.9

A9.8

AL.5

A7.7

A7.8

2.5

W24X55 (27'-2")

W24X55 (+/- 44'-0")

W18X35 (34'-8")

W8X24 (35'-0")

(0")

RIDGE

W18X4

0 + PL

ATE (

SLP)

W24X9

4 + PL

ATE (

SLP)

(REF.

3/S32

-10)

W16X3

1 (S

LP)

W16X2

6 (S

LP)

W12X1

4 (S

LP)

W12X1

4 (S

LP)

W16X3

1 (S

LP)

W16X3

1 (S

LP)

W18X3

5

W21X44

W18X35

W18X3

5

W18X3

5

W12X14

W1

2X1

4

W14X22

W2

4X5

5

W2

1X4

4

W1

8X3

5

W1

6X2

6

W1

4X2

2

W14X22

W12X14

W1

2X1

4W

14

X22

W1

4X2

2

W18X35

W18X3

5

W18X3

5

W1

6X2

6

W16X2

6 (F.

P.)

W18X35

W18X35 (F.P.)

W16X2

6 (F.

P.)

W18X35 (29'-0")W16X26 (29'-0")

W16X26 (29'-0")

W16X26 (29'-0") W16X26 (29'-0") W18X35 (29'-0")

W1

6X2

6

1 1/2

" ROOF

DECK

3" R

OOF DEC

K

W14X5

3 (TO

P CHO

RD)

6S3

2-01

4A

S32-01

6A

S32-01

6

S32-01

7

S32-01

2S3

2-02

2

S32-02

BRAC

ED B

AY

OUTLINE OF

ROOF DORMER

HANGING CURTAIN

20 plf MAX.

REF. ARCH.

WT3X8 X-BRACING IN PLANE

OF ROOF. NOTCH WEB @ EACH

PURLIN. PROVIDE MIN. 10" OF

3/16" FILLET WELD AT EACH SPLICE.

SPLICE OVER PURLIN ONLY.

REF. 16/S32-05 SIM.

W24X5

5 (S

LP)

W24X6

2 (S

LP)

W14X2

2 (S

LP)

W21X4

4 (S

LP)

W14X2

2 (S

LP)

W21X4

4 (S

LP)

W18x3

5 (B

ENT)

W24x5

5 (B

ENT)

W14X22

C.1

AJ.6

S24

A7.10

FB

FA

W14X22 (29'-8")

W14X22

W14X22W14X22

W14X22W14X22

W14X22W14X22

W14X22

W14X22W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

AD.6

BRAC

ED B

AY

BRAC

ED B

AY

S41-01

4

S41-01

5

W18X3

5

W14X2

2

W30X90

W30X90

W14X22

W16X26

W14X22

W1

2X1

9

W1

2X1

9

W1

2X1

4

W1

4X2

2

W1

4X2

2W

12

X14

W1

2X1

4

W12X14

W18X35

W18X35W14X22

W14X22

W16X26W16X26

W14X2

2

W1

2X1

9

W1

2X1

9

W14X22

W14X2

2

W2

1X4

4

W1

8X3

5

W1

6X2

6

W12X1

9

W12X1

4

W16X2

6

W16X2

6

W16X2

6

W14X2

2

W14X2

2

CANT.

CANT.

W12X40

W12X40

CF

ROO

F TR

USSE

S@

48"

o.c

.

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

1 1/2" ROOFDECK1 1/2" ROOF

DECK SKYLIGHTPER ARCH

1 1/2" ROOFDECK

1 1/2

" ROOF

DECK

4

S32-09

7

S32-09

9

S32-09

9

S32-09

9

S32-09

9

S32-09

W14X22

W1

6X2

6 (2

9'-0

")

W1

6X2

6 (2

9'-0

")

W1

6X2

6 (2

9'-0

")

W1

6X2

6 (2

9'-0

")

CANT.

CANT.

W12X14

W12X14

T.O.S. =29'-8"

T.O.S. =29'-8"

4

S32-09

T.O.S. @ EAVE= 29'-4"

T.O.S. @ EAVE= 29'-4"

W12X26

10

S32-05

1 1/2" ROOF

DECK

W16X26

(TYP.6)

3" RO

OF

DECK

W16X26 + CONT.

C12X20.7 (35'-0")

W16X3

1 + C

ONT.

C12X

20.7

(35'-

0")

VERT. X-BRACING

FROM ELEV. 35'

TO 44' L4X4X3/8

W8X24 (35'-0")

(0")

3

S32-10

22

S32-09

22

S32-09

5

S32-10

5

S32-10

10KCS210KCS2

10KCS210KCS2

W12x4

0 (4

3'-1"

)

6S3

2-01

SIM-N

O

CHAN

NEL

TYP @CHIMNEY

AJ.1

W/ L

4X4

X1/4

TOP

& BO

TT.

W14X22

W16X36

11

S32-09

W8X28 HOIST BMT.O.S. = 28'-0".COORD. FINALLOC'N W/ ELEV.MANUF. REQ'MTS

11

S32-09

11

S32-09

CANT.

W16x26 (+5 1/2") (BENT)

10KC

S2

W12X1

4

(29'-

8")

W16X26 (29'-8")

11

S32-09

(0")

WF - R

EF.

S11-

04C

HSS4

X4X1

/4

POST

W1

6X26

(+5

1/2

") BE

NT

10KCS2

W1

2X4

0 (4

3'-1

")

S11-05D2

REF.

3/S32

-10

(0")

(0")

SEE COL LINE AB

FOR CHIMNEY FRAMING

2

S32-05

K-BRACE SIM. TO 3/S41-03

(BETWEEN W12X40 SPANDRELS

AT TOP AND BOTT. CHORD)

(TYP.2)

18

S32-07

(TYP.)

BOTT. OF DECK

= 35'-2"

W12X53 (LOW) PLUMB

W18X35 (HI)

W12X53 (LOW) PLUMB

W18X35

W18X35 (HI)

W12X40W12X40 (LOW) PLUMB

W18X35 (HI) PLUMB

W18X35 + CONT. 1/4" BENT PLATE

W18X35

W14X22

W14X22

W14X22W14X22W14X22W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W18X35

W18X35

22K4

22K4

22K4

22K4

W18X35 (HI)

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC JDM D6932.00

S11-05A



PARTIAL HIGH ROOF FRAMINGPLAN - AREA A

1/8" = 1'-0"S11-05A1 PARTIAL HIGH ROOF FRAMING PLAN -AREA A

A

B

C

DE

F

G

KEYPLAN


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12


5.1

A7

AJ

A8A8

3

A5.6A5.6

A6

A5

A4

A3.5

A3A3

AHAGAD.9

AD.9AD.7AD.5

AD.2

AD.2

AB SC SD

A5.3

AE.8

A5.9

A7.2

AJ.2

A5.8

S41-011

S41-012

2.5

W24X55 (27'-2")

W24X55 (+/- 44'-0")

W18X35 (34'-8")

W8X24 (35'-0")

(0")

RIDGE

W18

X40

+ P

LATE

(SLP

)W

24X9

4 +

PLA

TE (S

LP) (

REF.

3/S

32-

10)

W16

X31

(SLP

)W

16X2

6 (S

LP)

W12

X14

(SLP

)

W12

X14

(SLP

)W

16X3

1 (S

LP)

W16

X31

(SLP

)

W1

6X2

6 (F

.P.)

W18X35 (F.P.)

W1

6X2

6 (F

.P.)

3" R

OO

F D

ECK

S41-013

W1

4X5

3 (T

OP

CHO

RD)

W1

4X5

3 (T

OP

CHO

RD)

W1

4X5

3 (T

OP

CHO

RD)

W18X35

W18X35

W18X35 (HI)

W12X40 W12X40

W18

X35

(SLP

)W

18X3

5 (S

LP)

W18

X35

(SLP

)W

18X3

5 (S

LP)

BRAC

ED B

AY

BRAC

ED B

AYBR

ACED

BAY

OUTLINE OFROOF DORMER

OUTLINE OFROOF DORMER

HANGING CURTAIN20 plf MAX.REF. ARCH.

6A

S32-01

1/2" DIA SAG RODS@ THIRD POINTSTYP EACH BAY - (1)IN TWO SMALL BAYS

WT3X8 X-BRACING IN PLANEOF ROOF. NOTCH WEB @ EACHPURLIN. PROVIDE MIN. 10" OF3/16" FILLET WELD AT EACH SPLICE.SPLICE OVER PURLIN ONLY.REF. 16/S32-05 SIM.

W24

X55

(SLP

)W

14X2

2 (S

LP)

W24

X62

(SLP

)W

14X2

2 (S

LP)

W14

X22

(SLP

)

W21

X44

(SLP

)

W14

X22

(SLP

)

W21

X44

(SLP

)

W18

x35

(BEN

T)

W24

x55

(BEN

T)

W14X22

A7.10

AC.8 AE.2

HSS4x4x1/4 HANGERDOWN TO CHIMNEYPLATFORM (TYP.2)

W14x22 IN PLANEOF ROOF (TYP.6)

7

S32-04

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

S41-03

E1

Truss Bracing1

AD.6

S41-03

E3

Truss Bracing3

S41-03

E2

Truss Bracing2

18

S32-04

W3

0X9

9 (B

ENT)

BRAC

ED B

AY

BRAC

ED B

AY

S41-014

S41-015

1

S32-05

2

S32-05

10

S32-04

NOTE: PROVIDECHIMNEY FRAMINGAT EACH END OFGYM.

6

S32-05

11

S32-05

W18X35 (HI) PLUMB

W12X53 (LOW) PLUMB


W12X53 (LOW) PLUMB

1

S41-03

W12X40

W12X40 W12X40 W12X40

8

S32-05

9

S32-05

10

S32-05

W14X22W14X22W14X22

W14X22W14X22W14X22

K-BRACE SIM. TO 3/S41-03(BETWEEN W12X40 SPANDRELSAT TOP AND BOTT. CHORD)(TYP.2)

W12X1

4

W12X26

W12X26

11

S32-05

10

S32-05

W14X22

3" R

OO

FD

ECK

1 1/2" ROOFDECK

W16X26(TYP.6)

3" R

OO

FD

ECK

W16X26 + CONT.C12X20.7 (35'-0")

W1

6X3

1 +

CO

NT.

C12

X20

.7 (3

5'-0

")

VERT. X-BRACINGFROM ELEV. 35'TO 44' L4X4X3/8

W8X24 (35'-0")

(0")

3

S32-10

AJ.1

11

S32-09

11

S32-09

CANT

.

REF.

3/S

32

-10

(0")

(0")

SEE COL LINE ABFOR CHIMNEY FRAMING

1

S32-052

S32-05

W12X40 (LOW) PLUMB

W18X35 (HI)




W8X24 SLP (WEAK)- FRAME TO WEBSOF W16 PURLINSAND BOLT TO COL.

W8X24 SLP (WEAK)- FRAME TO WEBSOF W16 PURLINSAND BOLT TO COL.

BOTT. OFDECK =27'-8"

BOTT. OF DECK= 35'-2"

W18X35

W18X35

W18X35

W12X53 (LOW) PLUMB

W18X35 (HI)

W18X35

W12X53 (LOW) PLUMB

W18X35

W12X40 (LOW) PLUMB

W18X35 (HI) PLUMB

W18X35 (HI)


W18X35 (HI) PLUMB

W12X40 (LOW) PLUMB

W18X35

W18X35

W18X35

W12X53 (LOW) PLUMB

W18X35 (HI)

W18X35 (HI)W12X53 (LOW) PLUMB


W18X35

W18X35


W12X53 (LOW) PLUMB


W12X53 (LOW) PLUMB

W18X35 (HI)

W12X40

W12X40 (LOW) PLUMB

W18X35 (HI) PLUMB


W12X40

W16X31

W16X31

W16X31

W16X31

W16X31

W16X31

W16X31

W16X31

W16X31

W16X31

W16X31

W16X31

W16X31

W16X31

W16X31

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W18X35

W18X35W18X35

W18X35

W18X35 (HI) W18X35 (HI)

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC API D6932.00

S11-05B



PARTIAL HIGH ROOF FRAMINGPLAN - AREA B

1/8" = 1'-0"S11-05B1 PARTIAL HIGH ROOF FRAMING PLAN - AREA B

A

B

C

DE

F

G

KEYPLAN


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

NOTES:1. ROOF DECK: CELLULAR ACOUSTICAL ROOF DECK 3" TYPE NPA 20 GAUGE GALVANIZED WITH INSULATION. SOUND REDUCTION FACTOR = 0.90.2. ALL PURLINS ARE ROTATED UNLESS NOTED OTHERWISE. T.O.S. TO MATCH TRUSS OR TOP OF DORMER BEAM.3. ALL PLUMB PURLINS SUPPORTING ROOF DECK TO HAVE CONT. BENT PLATE.4. PROVIDE C4 @ 4'-0" o.c.OUTRIGGERS AT ALL EAVE CONDITIONS.5. "LOW" BEAMS T.O.S. = T.O.S. AT TRUSS.


AK

AJ.8

AL

AM

AM.2

AM.8

AN

AP

AQ

A16

A15.2 A15

A14 A13 A12 A11 A10

CE

C

C1

11 7.5 5.9 5.1

C2

CD.5

8

A8.1

8.2

H

G.9

5.2

A7

A8A9

AH

D

5

W1

8X3

5 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

8X3

5 (+

5 1

/2")

(SLP

)

W16X31 W16X31W16X26W16X26W16X31

W16X31 W16X31W16X26W16X26W16X31

W1

8X3

5 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

8X3

5 (+

5 1

/2")

(SLP

)

W16X26 W16X26 W16X26 W16X26 W16X26

W16X26W16X26W16X26W16X26W16X26

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

W16X26

W1

2X4

0 (4

3'-1

")

W16

x26

(+5

1/2"

) (BE

NT)

W16

x26

(+5

1/2"

) (BE

NT)

W16X26 W16X26 W16X26 W16X26 W16X26

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2W18

x40

(+5

1/2"

) (BE

NT)

W14

x22

(BEN

T)

W14X22

W14X22

16K2

16K2

16K2

A9.5

A12.7

A11.9

A7.2

AJ.2

AH.3

W18X3

5 (+

5 1/2

") (SL

P)

F

A7.9

W18X35

W2

1X4

4W

18

X35

W18X35

W18X35W12X14

W12X1

4

W24X5

5

W21X4

4

W18X3

5W16X2

6

W18X35

W16X2

6

W1

8X3

5

W18X35 (29'-0")

W16X2

6

1 1/2" ROOFDECK

1 1/2" ROOFDECK

4

S32-01

8

S32-01

3

S32-01

2

S32-01

4

S32-01

5

S32-01

8

S32-01

5

S32-01

6

S32-01

9

S32-01

6

S32-01

6S32-01

2

S32-02

2

S32-02

AJ.6

S24

W1

4X2

2 (2

9'-8

")

16K2

16K2

16K2

W14X22

W30X90

W1

4X2

2

W1

6X2

6

W1

4X2

2

W12X1

9

W12X1

9

W1

2X1

4

W1

8X3

5

W1

8X3

5

W1

4X2

2

W1

4X2

2

W1

6X2

6

W1

6X2

6

W14X22

W12X1

9

W1

4X2

2

W14X22

W21X4

4

W18X3

5

W16X26

W16X26

W16X26

W16X26W16X26

SKYLIGHT

PER ARCH

1 1/2" ROOFDECK

4

S32-09

9

S32-09

9

S32-09

CANT.

CANT.

T.O.S. =29'-8"

4

S32-09

T.O.S. @ EAVE= 29'-4"

T.O.S. @ EAVEOF STAIR =27'-7 1/2"

T.O.S. @ EAVE= 29'-4"

T.O.S. @ EAVEOF STAIR =27'-7 1/2"

W14X22

W14X22

2

S32-01

3

S32-01

T.O.S. @ EAVE

= 29'-4"

22

S32-09

5

S32-10

10

KCS2

10

KCS2

10

KCS2

10

KCS2

W12x40 (43'-1")

6

S32-01

6

S32-01

SIM-NOCHANNEL

TYP @CHIMNEY

AJ.1

W1

4X2

2

W1

6X3

6

W16

x26

(+5

1/2"

) (BE

NT)

W16

x26

(+5

1/2"

) (BE

NT)

W16

x26

(+5

1/2"

) (BE

NT)

10KCS2

W14X22(+5 1/2")(SLP)

W14X22(+5 1/2")(SLP)

W14X22(+5 1/2")

W16

x26

(+5

1/2"

) (BE

NT)

7

S32-01

10KCS2

W12X14(29'-8")

W1

6X2

6 (2

9'-8

") 11

S32-09

(0")

WF - REF.S11-04C

HSS4X4X1/4POST

18S32-07(TYP.)

SIM.

22K4

22K4

22K4

22K4

22K4

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-05C



PARTIAL HIGH ROOF FRAMINGPLAN - AREA C

1/8" = 1'-0"S11-05C1 PARTIAL HIGH ROOF FRAMING PLAN - AREA C

A

B

C

DE

F

G

KEYPLAN


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12


NOTES:1. ALL BAR JOISTS IN AREA C TO HAVE 5 1/2" SEATS AND TYPE "R" EXTENDED ENDS AT EAVES.

AM.8

5.9

5.1

8

J.6

JHG.9

6

5.8

K.6 L.6

9

10

M

M

N

N P.6

Q

Q

RK L P

5.2

K.3 K.8

2

1

3

M.3

M.3

M.8

M.8

P.3 P.8 S

5

W16X26W16X26W16X26W16X26W16X26W16X26

W18X35 W16X31 W18X40 W16X26 W16X26 W16X26 W16X26

W16X26W16X31W16X31W16X26W21X44W21X50W21X44

W16X31

W16X31 W21X44 W16X26 W21X44 W16X26 W21X44 W16X31 W16X26

W16X26 W16X26 W16X26 W16X26 W16X26 W16X26 W16X26

W1

8X3

5 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

8X3

5 (+

5 1

/2")

(SLP

)W

18

X35

(+5

1/2

") (S

LP)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

8X3

5 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K422

K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

22K4

10

KCS2

10

KCS2

10

KCS2

W1

6X2

6

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

W1

6X2

6

W1

6X2

6

W1

6X2

6

W1

6X2

6

W1

6X2

6

W1

6X2

6

W1

6X2

6

W1

6X2

6

W16X

26 (S

LP)

W1

6X2

6

W1

6X2

6

W1

6X2

6

W18X35 BENT

W16X26 BENT

W16X26 (+5 1/2") BENT

W1

6X2

6

W1

6X2

6

W1

6X2

6W16X26 (SLP)

W16X26 (SLP) W16X

26 (S

LP)

W1

6X2

6W

16

X26

W1

6X2

6

W1

6X2

6

W1

6X2

6

W18X35 BENT

W16X26 BENT

W16X26 (+5 1/2") BENT

W1

6X2

6

W1

6X2

6

W1

6X2

6

W1

6X2

6

W1

6X2

6

W16X26 (SLP) W16X

26 (S

LP) W16X26 (SLP) W1

6X26

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X2

6 (+

5 1

/2")

(SLP

)

W1

6X3

1 B

ENT

W1

6X3

1 B

ENT

F

3.7

A7.9

A7.7

A7.8

2.5

W18X3

5

W12X14

W1

2X1

4

W14X22

W1

4X2

2

W14X22

W12X14

W1

2X1

4W

14

X22

W1

4X2

2

W18X35

1 1/2" ROOFDECK

1 1/2" ROOFDECK

10

KCS2

22K4

W1

6X2

6 (+

5 1

/2")

(SLP

)

22K4

22K4

W1

6X2

6 (+

5 1

/2")

(SLP

)

22K4

22K4

W1

6X2

6 (+

5 1

/2")

(SLP

)

22K4

22K4

W1

6X2

6 (+

5 1

/2")

(SLP

)

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

10

KCS2

W1

6X26

(+5

1/2

") BE

NT

5

S32-01

4A

S32-01

9

S32-01

9

S32-01

9

S32-01

5

S32-01

5

S32-01

5

S32-01

6A

S32-01

6

S32-01

7

S32-01

2

S32-013

S32-01

4

S32-01

5

S32-01

9

S32-01

6A

S32-01

6

S32-01

2

S32-02

2

S32-02

S24

(0")

W18X50 (26'-7 3/4")

HSS4x4x1/4POST FROMLOW BM TOHI BM

ROOFDECK

5

S32-01

4

S32-01

W16X26 W16X26

W21X44

4

S32-01

4A

S32-01

5

S32-01

(0") (0")

(0")

W18X50 (26'-7 3/4")



W18X50(26'-7 3/4")


W1

2X1

4

W1

4X2

2

W1

4X2

2W

12

X14

W1

2X1

4

W12X14

W18X35W14X22

W1

6X2

6

W12X1

9W12

X14

W14X2

2

1 1/2" ROOFDECK

7

S32-09

9

S32-09

CANT.

T.O.S. @ EAVE= 29'-4"

T.O.S. @ EAVE= 29'-4"

W16X26 (+5 1/2") (SLP)

SIM. SIM. SIM.

W16X26(SLP)

W16X26(SLP)

5

S32-01SIM.

W16X3

1 + C

ONT.

C12X

20.7

(35'-

0")

5

S32-10

5

S32-10

6

S32-10

7

S32-10

7

S32-10 SIM.

TYP @CHIMNEY

11

S32-09

W8X28 HOIST BMT.O.S. = 28'-0".COORD. FINALLOC'N W/ ELEV.MANUF. REQ'MTS

W1

6X26

(+5

1/2

") BE

NT

W1

6X26

(+5

1/2

") BE

NT

10KCS2

W1

6X26

(+5

1/2

") BE

NT

W1

6X26

(+5

1/2

") BE

NT

(+5

1/2

") (S

LP)

W1

6X26

(+5

1/2

") BE

NT

W1

6X26

(+5

1/2

") BE

NT

W1

6X26

(+5

1/2

") BE

NT

W1

6X26

(+5

1/2

") BE

NT

W1

6X26

(+5

1/2

") BE

NT

W16X26 (+5 1/2")(SLP)

W10X33(23'-6")

(0")

(+11

1/4

")

(+11

1/4

")

8

S32-10

T.O.S. @ EAVEOF BUMPOUT= 26'-7 3/4"

W16X26(SLP)

W16X26(SLP)

W16X26(SLP)

W16X26(SLP)

W16X26(SLP)

(+11

1/4

")

(+11

1/4

")




8

S32-10

8

S32-10

8

S32-10W18X50(26'-7 3/4")

(0")

W10X33(23'-6")

W10X33(23'-6")

W10X33(23'-6")

W16X26 (+5 1/2") (SLP) W16X26 (+5 1/2") (SLP)

(+1

1/4

")

(+11

1/4

")

(+11

1/4

")

(+11

1/4

")

(0")

(0")

W16X26 BENT

W16X26 (+5 1/2") BENT

W16X26 BENT

W16X26 (+5 1/2") BENT

W18X35 BENT W18X35 BENT

W1

6X3

1 B

ENT

W1

6X3

1 B

ENT

10KCS2

W1

2X4

0 (4

3'-1

")

W1

2X4

0 (4

3'-1

")

S11-05D2

S11-05D3

22K4

22K4

22K4

22K4

JH

3

5

W12X26 (27'-0")

W12X26 (27'-0")

6A

S32-01

BP - REF.9/S32-06(TYP.4)

SPAN

OF

CLG

- R

EF.

ARC

H

R

3

S

5

W12X26 (27'-0")

W12X26 (27'-0")

6A

S32-01

BP - REF.9/S32-06(TYP.4)

SPAN

OF

CLG

- R

EF.

ARC

H

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

As indicated

WOODBRIDGE ROAD

AJC JDM D6932.00

S11-05D



PARTIAL HIGH ROOF FRAMINGPLAN - AREA D

1/8" = 1'-0"S11-05D1 PARTIAL HIGH ROOF FRAMING PLAN - AREA D

A

B

C

DE

F

G

KEYPLAN


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12


NOTES:1. ALL BAR JOISTS IN AREA D TO HAVE 5 1/2" SEAT AND TYPE "R" EXTENDED ENDS AT EAVES.

3/16" = 1'-0"S11-05D2 STAIR D1 CLG FRAMING PLAN

3/16" = 1'-0"S11-05D3 STAIR D2 CLG FRAMING PLAN

DF

D7

DA DG

D6

D3.1

D3

D4

D5

D2

D2.6

3" ACOUSTICALROOF DECK

W1

6X2

6 (3

1'-1

0")

W1

8X5

0 (3

1'-1

0")

W1

6X2

6 (3

1'-1

0")

W1

6X2

6 (3

1'-1

0")

W1

6X2

6 (3

1'-1

0")

W1

6X2

6 (3

1'-1

0")

W1

8X5

0 (3

1'-1

0")

W1

6X2

6 (3

1'-1

0")

W1

6X2

6 (3

1'-1

0")

W1

6X2

6 (3

1'-1

0")

RID

GE

SLOPE SLOPE

W18X50 (SLP) W18X50 (SLP)W21X44 (SLP)

W18X50 (SLP) W18X50 (SLP)W21X44 (SLP) W21X44 (SLP)

STEEL GABLE TRUSS

STEEL GABLE TRUSS

STEEL GABLE TRUSS

STEEL GABLE TRUSS

6

S32-01

2

S32-02

6

S32-01

2

S32-02

E6

E3E1

E3.5

DE

DE

W21X44 (SLP)

DB.5DB.3 DF.2DC.8

DC.8

DE.6

W1

6X2

6 P

URLI

NW

16

X26

PUR

LIN

W1

6X2

6 P

URLI

NW

16

X26

PUR

LIN

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

NW

16

X26

PUR

LIN

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

NW

16

X26

PUR

LIN

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

NW

16

X26

PUR

LIN

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

NW

16

X26

PUR

LIN

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

NW

16

X26

PUR

LIN

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

W1

6X2

6 P

URLI

N

S41-02

1

S41-023

S41-02

2

S41-02 4


BRAC

ED B

AY

BRAC

ED B

AY


3

S32-05

3

S32-05

D4.4

D4.8

S41-02

5

W1

6X2

6 P

URLI

N

1/2" DIA. SAG ROD @MID-SPAN OF PURLINS.(TYP. EA BAY)

L5x5x3/8 DIAG.BRACING BETWEEN.TRUSSES (TYP.)

15

S32-05

20

S32-05

22

S32-05

1/4"x4" FLAT BAR INPLANE OF ROOF. WELDTO PURLINS. (TYP.)

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S11-05F



PARTIAL HIGH ROOF FRAMINGPLAN - AREA F

1/8" = 1'-0"S11-05FP1 PARTIAL HIGH ROOF FRAMING PLAN - AREA F

A

B

C

DE

F

G

KEYPLAN


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12


2 TIMESFTG. STEP (MIN.)

DEPTH 'D' (1'-0" MIN.)

AS REQ'D BY

EQUAL TO FTG

SOIL CONDITIONS

'D'

FTG.

DEP

THFT

G. S

TEP

(2'-0

" MAX

.)

1'-0"(TYP.)

6" M

IN.

STEP

AS

REQ'

DBY

PIPE

INVE

RT

SOIL CONDITIONS1'-0" AS REQ'D BY

2'-0"

MAX

.INC

REME

NTS

WALL

FTG.

6"AS REQ'D BYSOIL CONDITIONS

6"

8"

8"

SEE

PLAN

SEE

PLAN

S

4" TY

P.

4"4"

10"

6"

3'-0

" @ E

XTER

IOR

10"

1" TYP.

SEE

ARCH

. DW

GS

SEE ARCH. DWGS

1'-0

"RE

F. A

RCH

10" 6" MIN.

8"

2"

1'-0

"**

1'-0"6"

1'-0

"

**

6"

6"

4'-0

"

2'-4"

9"

1'-0

"

3'-0

" MIN

.

9"10"

6"4"

8"1'-0"MIN.

73_4" 1'-2 1_

4"

6"

3'-0

" MIN

.

3 / 4"

1'-0

"

CLR3" TYP.

8"

7" MIN.

CLR3" TYP.

8"

7" MIN.

10"

3'-0

" (M

IN.)

6"M

IN.

SOIL CONDITIONSAS REQ'D BY

10"

6"MIN.

EQ. EQ.

3/4" = 1'-0"

FOOTING STEP DETAIL

SECTIONS

1

FOOTING REINF.SEE PLANS &

STEP FTG. @ PIPE CROSSING3/4" = 1'-0"

FOOTING REINF.

2

FNDN WALLPIPE SLEEVE

PIPE CROSSING BELOW WALL FTG.3

PIPE SLEEVE

FOOTING REINF.

(MIN.) - EXTEND 8"

3/4" = 1'-0"

BEYOND WALL FTG.EA. SIDE

FNDN WALL

1500 PSI CONC.

IS LE

SS TH

AN

1 & 3

/S6.

1SE

E SEC

TIONS

WHER

E DIS

T.

2'-0"

WALL FOOTING

3/4" = 1'-0"

EXTERIOR EQUIPMENT SLAB4

DEPRESSION > 1'-0"

SLAB DEPRESSION DETAILS

DEPRESSION < OR = 1'-0"

3/4" = 1'-0"5

#4 @ 16" x

#4 @ 16" - STD. 90DEG. HOOK EA. END

2'-0"#4 CONT.

#4 CONT.

3/4" = 1'-0"SLAB ISOLATION JT @ COLS

2. ISOLATION JOINT SIMILAR @ PERIMETER COLS. 1. POUR CONC. WITHIN ISOLATION JT. DOWN TO TOP OF PIER.

(WF,TS, OR PIPE)

NOTE:

7

CENTERLINE COL.

COL. BASE CENTERLINE

1/4" PREM. JT.FILLER & SEALANT

CONTROL JT.ON COL. CENTERLINE

ISOLATION JT.

THICKENED SLAB DETAIL3/4" = 1'-0"

8

2 #4 CONT

SEE PLAN

12'-0" & HIGHER12" CMU WALL

14'-0" & HIGHER8" CMU WALL

#4 NOSING BAR

TURN DOWN @ EXTERIOR

CONCRETE STAIR DETAIL

#4 @ 12"

10

STAIRS ONLY

#4 @ 12"x 12"

3/4" = 1'-0"

COL & BASE PLATE CONC. COVER3/4" = 1'-0"

FOR BASE %%131 & AB'SSEE PLANS & SCHEDULES

11

CONC. COVER

STEEL COL. - WF,PIPE, OR TUBE

SLAB CONST.SEE PLAN FOR

SEE PLAN FOR FTG.SIZE & REINF.

JT. @ COL. DETAILSEE TYP. ISOLATION

SEE PLAN

SEE PLAN

WATERPROOFING REQUIREMENTSSEE ARCH. DWGS. FOR

3/4" = 1'-0"

SECTION @ ELEV. PIT12

NOTE:

EACH FACE#4 @ 12" EACH WAY

END & 2'-0" 0.C.@ 1'-0" FROM EACH3/4" DIA EXP. ANCHORS

2'-0"

4'-0"

SEE PLAN

SUMP PIT

W/ ELEVATOR MFGR.

(ALL AROUND)4" WATERSTOP

FOR ELEV.SEE PLAN

DRAINAGE FILL

COORD. SILL COND.

COORD. W/ ELEV.MFGR.

L 4 x 4 x 3/8

#4 @16" x

@ CMU WALLS#5 DWLS. @ 24 x

2'-0"

#5 @ 12"o.c TOP& BOTTOM EACH WAY

#4 @ 12" o.c.EA. WAY TOP& BOTT.

SECTION @ ELEV. SUMP PIT133/4" = 1'-0"

EA. WAY TOP#5 @ 12" o.c.

& BOTT.

TYPICAL3 SIDES

W/ PLUMBING DWGS** COORD. DIMENSIONS

(TYP.)#5 @ 12" o.c.

#4 @ 12" o.c.

10" CIPCONC. WALL

NOTE:SEE DETAIL X/SXFOR INFO NOT SHOWN

SLAB CONST/CONTROL JOINT3/4" = 1'-0"

6

DISCONTINUOUSSLAB REINF.

1/8" WIDE x 1/4th SLAB DEPTHSAWCUT. CUT JOINTS AS SOONAS SAW WILL NOT DISLODGEAGGREGATE IN SLAB

SEALANT

FILL GROOVEW/ SEMI-RIGID

CONTROL JOINT

CONSTRUCTION ORCONTROL JOINT

STRIP

PREFORMED STRIP W/PERMANENT 24 GA. GALV.

REMOVABLE PLASTIC CAP

SEALANTSLAB REINF.

W/ SEMI-RIGIDFILL GROOVE

NOTE:

DISCONTINUOUS

STRIP TO MAINTAIN STRAIGHT ALIGNMENT OF SCREED.

1. PROVIDE CONTROL JOINTS @ 20'-0 o.c. EA. WAY MAX. - U.N.O.

3. CONTRACTOR TO ADEQUATELY BRACE AND MAINTAIN GALV. ABOVE.2. CONTROL JOINTS MAY BE SAWCUT OR FORMED AS INDICATED

3/4" DIA. STUD ANCHORS

15

FOR DOCK BUMPERSEE ARCH. DWGS.NOTE:

SLAB - SEECIVIL

@ 16" o.c.

LLV - GALV. W/L6x4x3/8 x CONT.

3 #5 CONT.

#4 @ 48"

3/4" = 1'-0"

SECTION @ LOADING DOCK

#4 @ 12"

SEE PLAN

#4 CONT. #4 @ 16" x

SEE PLAN

4'-0"

9 SECTION3/4" = 1'-0"

#4 @ 48" o.c. 3'-0"8" CMU

SECTION @ DOCK LEVELER3/4" = 1'-0"

SEE FOOTINGSCHEDULE FORSIZE & REINF.

SEE PLAN

PRE-FAB TRENCHDRAIN. REF. CIVILDWGS. FOR LOCATION

SEE PLAN

#4 @ 12" O.C.TYP. EACH FACE

CONT. L4x4x3/8"(GALV.) W/ 3/4" DIA.STUD ANCHORS@ 16" O.C.

14

SECTION @ SCREEN WALL & CHILLER3/4" = 1'-0"

MACADAM

6" CMU GROUTEDSOLID

ISOLATION JOINT

8" CMU REINF.W/ #6 @ 24" O.C.IN GROUTED CELLS

HORIZ. JOINTREINF. @ 8" O.C.

MASONRY VENEERSEE ARCH. DWGS.

BOND BEAM W/(1) #5 CONT.

GROUT CAVITYSOLID UP TOMACADAM

DOWELS TO MATCHVERT. REINF.ALTERNATE DIRECTIONOF HOOK

#4 CONT. TOP& BOTTOM

SEE PLAN


SEE PLAN FOR SLABCONSTRUCTION

SEE ARCH.

GROUT CMU SOLIDBELOW GRADE

SEE ARCH. DWGS.FOR SLAB SLOPE

NOTE: SEE ARCH. DRAWINGS FOR WEEP HOLE SIZE AND LOCATIONS. SEE DETAIL 2/S31-03.

SEE ARCH. (MAX.ALLOWABLE HEIGHT= 12'-0" ABOVE GRADE)

SEE SITEPLAN

16

COMPACTED FILL

3/4" = 1'-0"

SECTION W/D TRENCH17

L2x1 1/2x3/16 CONT. W/3/8"x3" STUDS @12" o.c. PLUS 4"FROM EA CORNER.(GALV.)

ISOL. JT.& SEALANT

REF. ARCHFOR ADD'LINFO.

3" SLAB W/ 6x6- W1.4xW1.4 WWF

#4 VERT.@ 12" o.c.(3) CONT. #4

L1x1x3/16 CONT. W/3/8" STUDS x 3" LG@ 12" o.c. PLUS4" FROM EA CORNER(GALV.)

FIRSTFLOOR

3/4" = 1'-0"

SECTION W/D PAD18

FIRSTFLOOR

L2x1 1/2x3/16 CONT. W/3/8"x3" STUDS @ 12" o.c.PLUS 4" FROM EA CORNER.(GALV.)

ISOL. JT.& SEALANT

REF. ARCHFOR ADD'LINFO.

#4 @ 8" o.c.EA WAY TOP& BOTT.

SECTION @ THRESHOLD3/4" = 1'-0"

19

FOOTING - SEE PLAN& SCHEDULE FORSIZE & REINF.

#4 @ 24" o.c.

2'-0"

2'-0"

SLAB ONGRADE

CONT. #4

CURTAINWALLPER ARCH

#5 @ 48" o.c.

12" CMUGROUT SOLID

SLOPING SIDEWALK- SEE CIVIL

203/4" = 1'-0"

SECTION @ EXTERIOR THRESHOLD

FOOTING - SEE PLAN& SCHEDULE FORSIZE & REINF.

DOOR - REF. ARCH

SLOPING SIDEWALK- SEE CIVIL OR

#4 @ 24" o.c.

2'-0"

2'-0"

SLAB ONGRADE

CONT. #4

TYP. WALL REINF.

LOADING DOCK SLAB

TYP. FNDNWALL. GROUTSOLID

S31-01S31-01S31-01S31-01

S31-01 S31-01 S31-01 S31-01

S31-01

S31-01

S31-01S31-01

S31-01S31-01S31-01S31-01S31-01

S31-01 S31-01 S31-01

MIN. CONC. STRENGTH = 3000 PSINOTE:

SEE ARCH DWGSFINISH GRADE

3/4" CHAMFER

#4 @ 12" EACH WAYEACH FACE

#4 @ 12" EACH WAY

6" DRAINAGE FILL

TOP & BOTTOM

SEE PLAN NOTESFOR REINF.

BRACE TOP OF WALLPER STD DETAILS

PROVIDE (2) #4 BARS x

HAVE A CONTROL JOINTWHERE ISOL. JTS DO NOT

LOCATED ON A CORNER,

2'-6" LONG IN SLAB

NOTE: REF. ARCH FORSLAB DETAILS @OVERHEAD DOORS.

#5 @ 12" o.c.TYPICAL FNDNWALL

FOOTING - SEEPLAN & SCHEDULEFOR SIZE & REINF.

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

3/4" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S31-01



TYPICAL FOUNDATION SECTIONS &DETAILS


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

SEE ARCH.

8"

8"

SEE ARCH.SEE ARCH.

1'-10" U.N.O.

1'-3" U.N.O.

2'-8

" MIN

.

8"

1'-10" U.N.O.

1'-4" U.N.O.1'-8" U.N.O.

2'-4" U.N.O.

1'-10" U.N.O.

EQ.

EQ.

8"

2'-0

" MIN

.

3" TYP.

1'-4"

R = 9'-8" (COORD. W/ TANK MANUF.)

8"

1'-4" U.N.O.

SEE PLAN

3'-0"

8"1'-6 1/4"93/4"

2'-2 1/4"

91/8" 91/8"

1'-10"

1'-3"

2'-4"

1'-2" 1'-2"

2'-4

"

1'-2

"1'

-2"

REF. ARCH REF.ARCH

8"

8"

SECTION23/4" = 1'-0"S31-02


6" CMU

ISOLATION JOINT

SEE PLAN

SEE ARCH.

8" CMU REINF.W/ #5 @ 32" O.C.IN GROUTED CELLS




DOWELS TO MATCHVERT. REINF.


WINDOW FRAMING(BY OTHERS) SEEARCH. DRAWINGS


FINISH GRADEVARIES. SEESITE DRAWINGS

SEE PLAN

SECTION33/4" = 1'-0"S31-02


ISOLATION JOINT

8" CMU

CONC. COVER

PIPE COLUMNSEE PLAN

SEE DETAIL 14/S31-02FOR PIER SIZE & REINF.

SEE DETAIL 13/S31-02FOR BASE PLATE &ANCHOR BOLTS


SEE PLAN


SEE ARCH.

8" CMU



SEE PLAN


WINDOW FRAMING(BY OTHERS) SEEARCH. DRAWINGS



SEE PLAN

8" CMU (TYP.)

MASONRY VENEERSEE ARCH. DWGS.(TYP.)

CONC. COVERSIDEWALK SLAB(TYP.)

6" CMU GROUTEDSOLID BELOWGRADE (TYP.)

8" CMU GROUTEDSOLID BELOWGRADE (TYP.)

4" CMU

HORIZ. JOINTREINF. @ 8" O.C.BELOW GRADE

HSS COLUMNSEE PLAN

SEE 8/S31-01 FORBASE PLATE &ANCHOR BOLTS.

SECTION53/4" = 1'-0"S31-02

SECTION13/4" = 1'-0"S31-02




SEE PLAN

ISOLATION JOINT




SHEATHING PER ARCH

6" CF STUDS

GROUT COLLARJOINT SOLIDBELOW GRADE

OUTSIDE FACE OFBRICK & FNDN WALL

INSIDE FACE OF CF& FNDN WALL

8" + 6" CMU FNDN WALLPROVIDE JT. REINF.ACROSS COLLAR JOINT

TYP. SECTION83/4" = 1'-0"

SEE PLAN




8" CMU

ISOLATION JOINT

S31-02

GROUT CAVITYSOLID UP TOGRADE

8" CMUHORIZ. JOINTREINF. @ 16" O.C.

TYP. SECTION93/4" = 1'-0"S31-02


SEE PLAN

ISOLATION JOINT


8" CMU

4" CMU

CONC. COVER8" CMU

HSS COLUMN ORPIPE - SEE PLAN







VERT. REINF. INGROUTED CELLSSEE PLAN NOTES

VERT. REINF. INGROUTED CELLSSEE PLAN


GROUT CMUSOLID BELOWGRADE

SEE PLAN


SEE PLAN

SECTION103/4" = 1'-0"

SEE PLAN




8" CMU

ISOLATION JOINT

S31-02

GROUT CAVITYSOLID UP TOGRADE

12" CMUHORIZ. JOINTREINF. @ 16" O.C.


VERT. REINF. INGROUTED CELLSSEE PLAN NOTES.

GROUT CMU SOLIDBELOW GRADE (TYP)


SEE PLAN

ON PLANON PLAN

ON PLANON PLAN

ON PLAN

FIRE WATER STORAGE TANK FNDN63/4" = 1'-0"S31-02

TANK WALL

3/4" DIA. x 1'-4" A.B.@ 4'-0" o.c. (COORD.A.B. SIZE & LOC'N W/TANK MANUF.)

TANK FLOOR

1/2" ASPHALTICBOARD BELOWFLOOR

8" STONELAYER

APPROVEDSUBGRADE

FINISHGRADE

#4 @ 8" o.c.EACH WAY(ORTHDG)

(2) #4 x CONT.

NOTE : COORD. FOUNDATIONDIMENSIONS, ANCHOR BOLTLAYOUT & DETAILS WITH TANKMANUF. PRIOR TO CONSTRUCTINGFOUNDATION.

#4 @ 12

OF WALL ELEV.

#6 @ 12

SEE PLAN

#5 @ 12

#4 @ 12

#4 @ 12

#4 @ 12" x 12

DWGS. FOR TOPSEE ARCH./CIVIL2#5 CONT.

RETAINING WALL SECTION (@ LOADING DOCK)73/4" = 1'-0"S31-02

NOTE : REF. ARCHFOR RAILING (NOTSHOWN)

1" CHAMFER

FINISH GRADE &PAVING. SEECIVIL DWGS

WEEPS @ 4' o.c.DRAINAGE BOARD(CONT.)

SECTION113/4" = 1'-0"S31-02

SEE PLAN


ISOLATION JOINTREF. 10/S31-02FOR ADD'L INFO.

SECTION123/4" = 1'-0"S31-02

SEE PLAN

ISOLATION JOINT



REF. 10/S31-02FOR ADD'L INFO.

13

TO BOT OF FOOTINGBASED ON 3" CLEARREDUCE AS REQ'D* * SHRINK GROUT

3/4" NON -

4-ANCHOR BOLTS WITH

3/4" = 1'-0BASE PL DETAILS

BASE PLATE -

1/4" LEVELING

WF, PIPE OR HSS COL

FOOTING

PLATE (OPTIONAL)

TOP OF PIER OR

HSS COL OR PIPE WF COL

1/4" PLATE WASHER 3"x3"AND NUT. SEE SCHEDULE

SEE SCHEDULEFOR SIZE & THICK.

FOR DIA.

S31-02

12 #6VERT.

#3 CLOSED TIES@ 8" o.c. PLUS2 ADD'L @ TOP@ 3" o.c. P2

COL.

COL.

#3 CLOSED TIES@ 8" o.c. PLUS2 ADD'L @ TOP@ 3" o.c.

P1

COL.

COL.

8 #6VERT.

143/4" = 1'-0

PIER DETAILSS31-02

ON PLAN

ON PLAN

ON PLAN

GROUT TOPCOURSE SOLID

12" + 6"COMPOSITEWALL

12" CMU - REF.PLAN FOR REINF.

LOCKERROOM

GROUT COLLAR JOINTSOLID BELOW LOCKERROOM ROOF

CENTERLINEFOOTING &WALL

GYM

NOTE : HORIZ. JOINTREINF. TO BE CONT.ACROSS COLLAR JOINT.


SECTION10A3/4" = 1'-0"S31-02

WF COL -SEE PLAN

CONC. COVER

ISOL. JOINT

SEE PLAN FORSLAB CONST.

SEE PLAN



GROUT 8" CMUSOLID BELOW GRADE

GROUT CAVITYSOLID


6" CF STUDS

MASONRY VENEERSEE ARCH DWGS

SECTION @ COLUMN43/4" = 1'-0"S31-02

SECTION153/4" = 1'-0"S31-02


3/16SLAB - SEEPLAN

CONT. ROLLEDC6X8.2

WOOD BLOCKINGPER ARCH

WINDOW FRAMING(BY OTHERS)

CAST STONE SILLPER ARCHHSS4X4X1/4 POST @ 4'-0" o.c.(MAX) INFILL BETWEEN POSTSW/ 6" CF STUDS

12X5X1/2" BASE PLATE W/(2) 3/4" DIA. x 12" EMBEDA.B.'S @ EA HSS POST

SECTION163/4" = 1'-0"S31-02

COL.

COL.

(12) #6 VERT.

#3 CLOSED TIES@ 8" o.c. PLUS2 ADD'L @ TOP@ 3" o.c.

P3

12" CMU - SEE PLANFOR SIZE & NOTESFOR REINF.

6" CMU

SEE SCHEDULE FORBASE PLATE & A.B.

SEE PLAN FOR PIER

17 BRACED BAY SECTION3/4" = 1'-0"

T/PIER OR FTG - SEE PLAN

WF COL - SEE PLAN

ANCHOR BOLT, REF BASE PL SCHEDULEON S101-1 FOR SIZE & EMBED. PROVIDE3"x3"x1/4" PL WASHER & NUT (TYP)

TO EACHANCHOR BOLT

COL.

S31-02

PROVIDE STD HOOK ONALL DOWELS @ TOP

L3x3x1/2" SHEARANGLE x 12" LONG

18 SECTION3/4" = 1'-0"S31-02

REF. ARCH

#4 CONT.

#4 @ 12" o.c.

REF. 10/S31-01FOR CONC. STAIRCONST.

SEE FTG SCHEDULEFOR SIZE & REINF.

#4 @ 12" o.c. E.W.

#4 @ 24" o.c.2'

2'

NOT USED

SLAB

CLR

2'-8

" (M

IN.)

1'-0

"

5'-8"

3'-4"1'-0"1'-4"

3'-0

CLR3" TYP.

CLR3" TYP.

1'-0

"

TYP1 1/

2"

1 1/

2"TY

P

2'-0"

2'-0

"

2" CLRTYP.

1'-0" 1'-0"

1'-0

"1'

-0"

1'-6

"

1'-6"

2" CLRTYP.

1'-10" U.N.O. ON PLAN

1'-3" U.N.O.

8"

2" CLRTYP.

U.N.

O.

24" MIN. INTOPIER. IF PIER< 24" TALL,MIN. 12" INTOFTG.

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

3/4" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S31-02



FOUNDATION SECTIONS


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

SEE ARCH.

3"

SEE ARCH.

2"

SEE ARCH.SEE ARCH.

SEE ARCH.

SEE ARCH.

VARIESSEE ARCH.

SEEARCH.

SEE ARCH.

SEE ARCH.

SEE ARCH.

SEE ARCH.

1'-10"1'-1"

7" 9"

1'-4"

7"

1'-8 1/4"

WHERE > 8" PROVIDE

1'-8 1/4"

1/2" CLR

13/4" = 1'-0"S32-01

23/4" = 1'-0"S32-01

SECTION @ RIDGE33/4" = 1'-0"S32-01

SECTION @ MECH. PLATFORM 43/4" = 1'-0"S32-01

SEE PLAN

WF BEAMSEE PLAN


35/8" METAL STUDS@ 16" O.C.

SHEATHINGSEE ARCH.DRAWINGS

ATTACH TRACK TOSLAB W/ 0.145"�PAF @ 16" O.C.

CONT. POURSTOP

FULL DEPTHDBL. ANGLECONNECTION

SECTION @ RIDGE

SEE ARCH.12SEE PLAN

WF BEAMSEE PLAN

METAL DECKSEE PLAN

SEE ARCH.12

SEE PLAN

SEE ARCH.

1/8METAL DECKSEE PLAN

SLOPING STEELJOIST. SEE PLAN(TYP.)

WF BEAMSEE PLAN

SECTION

SLOPING STEELJOIST OR STLBM. SEE PLAN

SEE PLAN

1/4" PLATE

TOP CHORDEXTENSION

METAL DECKSEE PLAN

1/8

WF BEAM - SEE PLAN

CONT. 1/4" BENTPLATE. SEEARCH. DWGS.

3/16TYP.

SECTION113/4" = 1'-0"S32-01

SEE PLAN


WF BEAMSEE PLAN

CONT. POURSTOP

SEE MASONRY NOTESFOR MASONRY VENEERANCHORSATTACH TRACK TO

SLAB W/ 0.145"�PAF @ 16" O.C.

4" CMU

6" 16 GA STUDS@ 16" O.C.

SECTION123/4" = 1'-0"S32-01

SEE PLAN

WF BEAMSEE PLAN

SEE MASONRY NOTESFOR MASONRY VENEERANCHORS

MASONRY VENEERSEE ARCH.

6" 16 GA STUDS@ 16" O.C.ATTACH TRACK TO

PLATE W/ 0.145" DIAPAF @ 16" O.C.

3/8" FITTED PLATEEACH SIDE OF WEB@ 48" O.C.

CONT. 3/8" PLATE

TYP.3/16 2@6

SECTION103/4" = 1'-0"S32-01

SECTION83/4" = 1'-0"S32-01

METAL DECKSEE PLAN

SEE PLAN


3/16PLATE TOTOP CHORD

TOP CHORDEXTENSION

STEEL JOISTSEE PLAN

3/16 2@6TYP.

CONT. L3x2x 3/16 " (LLV)ATTACH EACH STUD TOANGLE W/ 16 GA. CLIPANGLE (TYP.)

WF BEAM - SEEPLAN

WINDOW FRAME(BY OTHERS)

35/8" 20 GA. METALSTUDS @ 16" O.C.(TYP.)

SECTION63/4" = 1'-0"S32-01

VARIESSEE ARCH.

METAL DECK - SEE PLAN

VARIES

PROVIDE 2" MIN. BEARING FOR DECK

1/4" FITTED STIFF. PLATE @ 48" O.C.

3/16


L3x3x 1/4" BRACE @ 48" O.C.W/ 1/2" DIA BOLT EACH END

CONT. 3/8" PLATEREF. 11/S32-05 FORADD'L PLATES FOR BRICK

SECTION @ CHIMNEY73/4" = 1'-0"S32-01

SECTION53/4" = 1'-0"S32-01

SLOPING WF BEAMSEE PLAN

SEE PLAN

WT3x8

METAL DECKSEE PLAN

1/4



3/16TYP.

3/8" FULL DEPTHTHRU PLATE W/3/4" DIA A325N BOLTS

WF COL - SEE PLAN

1/4" CAP PLATE

WF BEAM - SEEPLAN (TYP.)

1/4" STIFF. PLATE

CUT BRICK AS REQUIRED FOR SLOPE.FILL ALL VOIDS W/ MORTAR

SECTION133/4" = 1'-0"S32-01

SECTION143/4" = 1'-0"S32-01

NOTE: CURTAIN WALL & PARAPET FRAMING NOT SHOWN FOR CLARITY. SEE DETAIL 13/S32-01 FOR INFO NOT SHOWN.

SEE PLAN

WF BEAMSEE PLAN(TYP.)

1/43/8" CAP PLATEATTACH TO EACHBEAM W/ (4) 3/4" DIAA325N BOLTS

3/8" FITTED PLATEATTACH TO BEAMW/ (4) 3/4" DIA A325NBOLTS (TYP.)

3/16TYP.

SEE DETAIL 13/S32-07FOR CONNECTION TOCOLUMN INFO

COLUMNSEE PLAN

3/8" FULL DEPTH, THRUCOLUMN, SHEAR PLATEW/ 3/4" DIA A325N BOLTS

FULL DEPTHCONNECTION

CONT. ROLLEDMC12 - SEE PLAN

CANT. WF BEAMSEE PLAN

CAP PLATETO COLUMN

SECTION153/4" = 1'-0"S32-01

SEE PLAN

CURTAIN WALL FRAMING(BY OTHERS) SEE ARCH.DRAWINGS

HSS BEAMSEE PLAN

3/163 SIDESTYP.

L5x3-1/2x5/16" (LLH) TOP &BOTTOM AT CURTAIN WALLVERTICAL MULLIONS (ANGLELENGTH AS REQUIRED PERCURTAIN WALL MANUF.)ATTACH MULLION TO ANGLEPER CURTAIN WALL MANUF.RECOMMENDATIONS

NOTE: SEE DETAIL 16/S32-01 FOR HSS BEAM/COLUMN CONNECTION.

SECTION163/4" = 1'-0"S32-01

SEE PLAN

1/43 SIDESTYP.

1/43 SIDES

1/4TYP.

HSS BEAM - SEEPLAN (TYP.)

L4x4x 3/8" x 6"LONG (TYP.)

HSS POST - SEE PLAN

1/4" FITTED PLATECENTERED (TYP.)

(2) ERECTION BOLTS.TACK HEAD TO INSIDEBOTTOM OF TUBE (TYP.)

TYP.

SECTION183/4" = 1'-0"S32-01

HSS POSTSEE PLAN(TYP.)

3/8" FITTED PLATEEACH SIDE OF WEB(TYP.)

SEE PLAN

5/16TYP.

3/4" BASE PLATEW/ (4) 3/4" DIA A325NBOLTS

WF BEAMSEE PLAN

3/4" CAP PLATEW/ (4) 3/4" DIA A325NBOLTS

3/163 SIDES, TYP.

2@6

SECTION93/4" = 1'-0"S32-01

L3x3x1/4" BRACE@ 48" O.C. W/3/4" DIA. BOLTEACH END

METAL DECKSEE PLAN

21/2" 20 GA. METALSTUDS @ 24" O.C.

VARIES

C4x5.4@ 48" O.C.

CONT. C4x5.43/16

6" CF STUDS


SECTION173/4" = 1'-0"S32-01


SEE ARCH.

5/8" EXTERIORGYP. SHEATHING

(3) #10 TEK SCREWSMIN. (TYP., U.N.O.)

35/8" 18 GA. METALSTUDS @ 16" O.C.(TYP.)

SEE PLAN

HSS GIRTSEE PLAN

ATTACH EACH STUD TOHSS GIRT W/ 16 GA.CLIP ANGLE W/ (3)#10 TEK SCREWS INTOSTUD & (2) 0.145"�PAF INTO HSS GIRT

35/8" 18 GA. METALBRACE @ 32" O.C.

4A3/4" = 1'-0"S32-01

SECTION

CONT. L6x6x5/16" (LLV). ATTACHTO BEAM FLANGE W/ 3/4" DIA A325NBOLTS @ 48" O.C. (PROVIDESLOTTED HOLES IN VERT. LEGTO ALLOW FOR BEAM DEFLECTION& IN HORIZ. LEG FOR ADJUSTMENT)ATTACH TO CMU W/ 3/4" DIA EXP.ANCHORS @ 32" O.C.



8" CMU


VERT. REINF. IN GROUTEDCELLS - SEE PLAN

SECTION5A3/4" = 1'-0"S32-01

SEE PLAN



8" CMU


VERT. REINF. IN GROUTEDCELLS - SEE PLAN

SECTION6A3/4" = 1'-0"S32-01

VARIESSEE ARCH.

VARIES

GROUT TOPCOURSE SOLID

8" CMU


VERT. REINF. INGROUTED CELLSSEE PLAN

CONT. L6x4x5/16" (LLV). ATTACH TO BEAMFLANGE W/ 3/4" DIA A325N BOLTS @ 48" O.C.(PROVIDE SLOTTED HOLES IN VERT. LEGTO ALLOW FOR BEAM DEFLECTION) ATTACHTO CMU W/ 3/4" DIA EXP. ANCHORS @ 32" O.C.

REF. 4/S32-01 FORADDITIONAL INFO.

SLIDE CLIP@ EA STUD.

6" CF STUDS


6" CF STUDS

SHEATHINGPER ARCH

SHEATHINGPER ARCH


SLIDE CLIP@ EA STUD.

SECTION193/4" = 1'-0"S32-01

SEE PLAN

SLABSEE PLAN

6" CF STUDS

SHEATHINGPER ARCH

MASONRY VENEERSEE ARCH. DWGS.(6" CMU @ 19B)

3/8" FITTED PLATE@ 4'-0" o.c. (MAX.)

DEFLECTION TRACK

CONT. 1/4" BENT PLATE POURSTOP W/ 5/8" DIA. x 6" LONGSTUD @ 32" o.c. CONT. @PERIM. OF SECOND FLOORINCL. @ COLS & CORNERS

STL BMSEE PLAN

CONT. 1/2" x 16" PLATEREF. 11/S32-05 FORADD'L VERT. PLATESFOR BRICK

MASONRYVENEER -SEE PLAN

VENEER ANCHORSPER ARCH

EDGE OFPLATE

3/8" STIFF. PLATE @4'-0" o.c. (MAX.)

CENTERLINESTEEL BEAM

EDGE OFSLAB

OPTION: STAGGER JOISTS AS REQ'D TOACHIEVE PROPER BEARING LENGTH.VERIFY SEATS WILL REMAIN BELOW DECKIF THEY EXTEND BEYOND THE RIDGE

FULL DEPTH DBLANGLE CONNX.

BENT WF BEAM- SEE PLAN

L3x3x1/4

CONT. ROLLED MC12- SEE PLAN

REF. ARCH

SHEATING PER ARCH

BLOCKING PER ARCH


REF. ARCH

CORNICEPER ARCH

14 GA CLIP @EA STUD (TYP.)

1/4METAL DECKSEE PLAN

3/8" PLATE - WIDTH TOMATCH BEAM FLANGE.ATTACH TO EACH BEAMW/ (4) 3/4" DIA. A325SCBOLTS


3/8" PLATE (TYP.)ATTACH TO BMW/ (4) 3/4" DIA.A325SC BOLTS

FULL DEPTH DBL.ANGLE CONNECTION(TYP.)

SHIM AS REQ'D

3/163/16

TYP

CONT. ROLLEDL4x3x1/4 (LLV)TOP & BOTT.SHOP WELD TOMC12

REF. ARCH. FORO.H., SOFFIT & GUTTER



BEAM OR BARJOIST - SEE PLAN

BEAM OR BARJOIST - SEE PLAN

19A/19BS32-01

DET. 19

DET. 19A & 19B

8x8x1/4 PLATE @ JOISTBRG LOC'NS TO ALLOW FORSTANDARD 4" BRG.LENGTH(IF REQ'D BY JOIST MANUF.)


B.O.S.27'-10"

5/8" DIA SAG ROD @ 12' O.C.LOCATE @ STIFF. PLATE

CONT. L4X3X1/4DECK SUPPORT @CHIMNEY

CONT. MC13X50WIND BEAM

NOT USED NOT USED

CONT. 16 GABENT PLATE


6" STUDS W/CURVED TRACKTOP & BOTT.

CONT. L4X4X1/4TOP & BOTT.

CLIP @ EACHSTUD (TYP.)

1_2" CLR

VARIES - SEE ARCH

INC.


P R O J E C T





DRAWING TITLE:


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CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

3/4" = 1'-0"

WOODBRIDGE ROAD

AJC JDM D6932.00

S32-01



FRAMING SECTIONS - AREA A, C &D


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

SEE ARCH.

SEE ARCH.

1'-10"

1/2" CLR

43/4"

SECTION2NOT TO SCALES32-02

VARIES

(4) #10 TEK SCREWS(MIN.) (TYP. ATBRACING)

SEEPLAN

SEEPLAN


FULL DEPTH DBL.ANGLE CONNECTION

3/8" FITTED PLATEEACH SIDE OF WEB@ 32" O.C.

WF BEAM SEE PLAN.PROVIDE FULL DEPTHDBL. ANGLE CONN. W/(3) 3/4" DIA A325N BOLTSEA. LEG.

CONT. 3/8" PLATE

4" CMU

WF RIDGE BEAMSEE PLAN (TYP.)

JOIST SEE PLAN.

METAL DECKSEE PLAN.

CONT. 1/4" BENT PLATEATTACH TO EA. STUD FLANGEW/ 16 GA. SLIDE CLIPTOP & BOTTOM

5/8" SHEATHINGSEE ARCH (TYP.)

6" 18 GA JOISTS@ 16" O.C.SEE PLAN.

SIMPSON S/H2 ATEACH END OF EACHJOIST

6" 18GA STUDS@ 16" O.C. (TYP.)

ATTACH TRACK TOPLATE W/ .145" DIA PAF@ 16" O.C.

35/8" 18GA BRACE@ 16" O.C. (TYP.)

(2) LAYERS OF3/4" PLYWOOD

CONT. TRACK(TYP.)

SEE GENERAL NOTESFOR MASONRY TIESPACING

3/16 2@6

CONT. 3 5/8" 20 GA.BRACE @ 48" O.C.MAX. (TYP)

VARIESSEE PLAN

SEE ARCH.

SEE ARCH.

SECTION13/4" = 1'-0"S32-02

METAL DECKSEE PLAN

WF BEAMSEE PLAN(TYP.)


35/8" 18 GA. CEILINGJOISTS @ 16" O.C.


8" CMU

4" CMU

1/4" STIFF. PLATE@ 32" O.C.

HSS BEAMSEE PLAN

3/16 2@6

CONT 3/8" PLATE

BENT WF BEAMSEE PLAN.

CONT. 1/4" BENT PLATEATTACH TO EA. STUD FLANGEW/ 16 GA. SLIDE CLIPTOP & BOTTOM

3/16

INC.


P R O J E C T





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07-19-12

3/4" = 1'-0"

WOODBRIDGE ROAD

AJC JDM D6932.00

S32-02



FRAMING SECTIONS - AREA A, C &D


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

D5.8

SLOPES

CONT. 1/4"PLATE

T.O.S.17'-6"

SEE PLAN

REF. ARCHREF. ARCH


1 1/2" ROOF DECK(E.O.D. 2'-2")

CONT. 1/4"BENT PLATE

1 1/2" ROOF DECK(E.O.D. 2")

CENTERLINEBEAM

REF. ARCH FOROVERHANG, FACIA,GUTTER & SOFFIT.

CF SLIP TRACK

3/16 2-12

3/16 2-12HOLD DOWNBY TRUSSMANUF.

12REF.

ARCH.

D6.8

SLOPES

T.O.S. -SEE PLAN

1 1/2" ROOF DECK(E.O.D. 7 1/2")

W.P.:21'-5"

WT4x6.5 @ EA PERP.ROOF BEAM. CUT WEBTO ACHIEVE SLOPE


2x10 SUBFASCIA

1 1/2" ROOF DECK(E.O.D. -3")

CONT. 1/4" PLATE

CF SLIPTRACK

12REF.

ARCH.


3/16 2-12

3/16 2-12

10" MAXREF. ARCH

D5.3

T.O.S. 17'-6"

T.O.S.36'-8"

WP 37'-0"

12REF.

ARCH.1 1/2" ROOFDECK

3/8" BENT PLATE x 6" WIDEW/ 3/8" STIFF. @ EA PERP.ROOF BEAM.

WF BEAM -SEE PLAN


WF BEAM -SEE PLAN

HOLD DOWNBY TRUSSMANUF.


D5

T.O.S.27'-1 1/2"

W.P.: 27'-7 1/2"

T.O.S.17'-6"

WF BEAM -SEE PLAN

HOLD DOWNBY TRUSSMANUF.


WF BEAM -SEE PLAN

BAR JOIST- SEE PLAN

1 1/2" ROOFDECK

12REF.

ARCH.

3/8" BENT PLATE x 6" WIDEW/ 3/8" STIFF. @ EA PERP.ROOF BEAM.


DP

6"

SEE ARCH

SEE ARCH


HORIZ. JOINTREINF. @ 8" o.c.AT PARAPET

VERT. REINF. INGROUTED CORESSEE PLAN

1/4

1 1/2" ROOF DECK - SEEPLAN (E.O.D. 5 1/2")

STEEL JOIST- SEE PLAN(E.O.J. 5 1/2")

CONT. L6x6x5/16" ATTACH TO BEAMFLANGE W/ 3/4" DIA. A325N BOLTS@ 48" o.c. (PROVIDE SLOTTED HOLESIN VERT. LEG TO ALLOW FOR BEAMDEFLECTION) ATTACH TO CMU W/3/4" DIA. EXP. ANCHORS @ 32" o.c.

HORIZ. JOINTREINF. @ 16" o.c.(U.N.O.)


WF BEAM -SEE PLAN

MASONRY ANCHORSEE STEEL NOTES

REF. ARCH FOREXT. WALL FINISH& INSULATION

HSS2 1/2x2 1/2x1/4(SEGMENTED) BETWEENEACH JOIST

DL

SEE ARCH

SEE ARCH


WF BEAM - SEE PLAN


L6X6X5/16 ATTACH TO BEAMFLANGE W/ 3/4" DIA. A325NBOLTS @ 48" o.c. (PROVIDESLOTTED HOLES IN VERT. LEGTO ALLOW FOR BEAM DEFL.)ATTACH TO CMU W/ 3/4" DIA.EXP. ANCHORS @ 32" o.c.

6"

D8.5

SEE ARCH

SEE ARCH


WF BEAM -SEE PLAN


6"

L6X6X5/16 ATTACH TO BEAMFLANGE W/ 3/4" DIA. A325NBOLTS @ 48" o.c. (PROVIDESLOTTED HOLES IN VERT. LEGTO ALLOW FOR BEAM DEFL.)ATTACH TO CMU W/ 3/4" DIA.EXP. ANCHORS @ 32" o.c.

DP

SLOPES

T.O.S.-SEE PLAN

CF GABLEEND TRUSS

1 1/2" ROOF DECK(E.O.D. 2'-8")


2 1/2" 14 GA CFOUTRIGGER@ 16" o.c.

CONT. L6X6X5/16 ATTACH TOBEAM FLANGE W/ 3/4" DIA. A325NBOLTS @ 48" o.c. (PROVIDESLOTTED HOLES IN VERT. LEGTO ALLOW FOR BEAM DEFL.)ATTACH TO CMU W/ 3/4" DIA.EXP. ANCHORS @ 32" o.c.


CF SLIPTRACK

6" CF STUDS

REF. ARCH FOR EXT.WALL FINISH & INSUL.

MC12X40CONT.

DN.7

1' - 10"

WF BEAM -SEE PLAN

T.O.S. -SEE PLAN

12REF.

ARCH.


1 1/2" ROOF DECK(E.O.D. 3'-2")

T.O.MASONRYREF. ARCH


REF. ARCH FORCLOSURE (TYP.)



REF. ARCH

D3.8

T.O.S.17'-6"

CF TRUSS@ 48" o.c.

WF BEAM -SEE PLAN

1 1/2" ROOFDECK (E.O.D.2'-10")





REF. ARCH

REF. ARCH FOREXT. WALL FINISH& INSULATION


12

REF.ARCH.

D3.8

T.O.S.14'-9"




REF. ARCH 12REF.

ARCH.

L6X6X5/16 ATTACH TO BEAM FLANGE W/ 3/4" DIA.A325N BOLTS @ 48" o.c. (PROVIDE SLOTTEDHOLES IN VERT. LEG TO ALLOW FOR BEAM DEFL.)ATTACH TO CMU W/ 3/4" DIA. EXP. ANCHORS@ 32" o.c.

D5.6

F.F. - SEEPLAN

T.O.S. -SEE PLAN

4"

1'-0" MAXSEE PLAN

CENTERLINESTEEL

CF OR CMU -REF. ARCH FORT.O.WALL ELEV.

BOND BM INCMU WALL

MASONRY ANCHOROR CF CLIP

WF BM -SEE PLAN



D7E6 D7.5

SEE PLAN

SEE PLAN

WF COL -SEE PLAN

REF. 14/S32-07FOR SHEAR CONNX.

3/8" FITTED STIFF.PLATE BOTH SIDESOF WEB @ COL

3/8" FITTED STIFF.PLATE BOTH SIDESOF WEB @ COL

WF BEAM -SEE PLAN

REF. 13/S32-07FOR THRU COLSHEAR CONNX.(TYP.)

HSS COL -SEE PLAN

REF. 19/S32-07 FORCOL UP CONNX.

HSS COL -SEE PLAN


DG

T.O.S. -SEE PLAN

T.O.S. -SEE PLAN

1' - 8"

1" CLR

CENTERLINEOF BEAM

WF BEAM -SEE PLAN

HANGER - REF.20/S32-07

WF BEAM -SEE PLAN

CF TRUSS@ 48" o.c.

D2.6

T.O.S. -SEE PLAN



BULKHEAD- REF. ARCH

WF BEAM -SEE PLAN

STOREFRONT- REF. ARCH

REF. ARCH

1 1/2" ROOFDECK

SEE PLAN

4"

FF - SEE PLAN

T.O.S. -SEE PLAN


WF BEAM -SEE PLAN

3/8" STIFF. PLATE@ 48" o.c. - ONLYREQ'D @ E.O.S.GREATER THAN 8"


CF STUD (TOPBRACED @ ROOF)

INC.


P R O J E C T





DRAWING TITLE:


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DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

3/4" = 1'-0"

WOODBRIDGE ROAD

AJC CJM D6932.00

S32-03



FRAMING SECTIONS - AREA E & G


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

3/4" = 1'-0"S32-031 SECTION

3/4" = 1'-0"S32-032 SECTION

3/4" = 1'-0"S32-033 SECTION

3/4" = 1'-0"S32-033A SECTION

3/4" = 1'-0"S32-034 Section Bar Joist Bearing

3/4" = 1'-0"S32-034A Section @ Beam Bearing

3/4" = 1'-0"S32-035 SECTION

3/4" = 1'-0"S32-036 SECTION

3/4" = 1'-0"S32-037 SECTION

3/4" = 1'-0"S32-038 SECTION

3/4" = 1'-0"S32-039 SECTION

3/4" = 1'-0"S32-0310 SECTION (STORAGE MEZZ.)

3/4" = 1'-0"S32-0314 SECTION

3/4" = 1'-0"S32-0312 SECTION

3/4" = 1'-0"S32-0313 SECTION

3/4" = 1'-0"S32-0311 SECTION

AA

T.O.S.14'-0"

TO BRICK BELOW

1' - 8" W.P. ELEV. = 14'-3"(BOTT. OF DECK)

W14 W/ FULLDEPTH DBLANGLE CONNX.

CONT. 4x1/4x4 BENTPLATE FIELD WELDEDTO W8'S W8x10 OUTRIGGER

@ EA W14. FITTEDMITER & SHOP WELDTO SPANDREL

CONT. BONDBM W/ (2) #4

REF. 3/S32-04FOR ANGLE

8" CMU - SEEPLAN FOR REINF.

1/4" TOP PLATEW/ (4) BOLTS

3/8" BENT PLATE

3' - 4" E.O.D.

MIT

ER

1' -

4" T

O B

OTT

.

1' - 4"

ABAA.8

1' - 8"

10"

TOP OF PLATE21'-4"

W36

W14

3/8" x 20" CONT. PLATE3/16 4@12

EA SIDESTAGGER

1/2" FITTED STIFF.@ 4'-0" o.c. MAXEACH SIDE

3/4" x 12" STUD@ 16" o.c.

SEE PLANFOR REINF.

FULL DEPTH1/2" FITTEDSHEAR PLATE@ EACH W14

CONT. 3x1/4x3BENT PLATE

2' - 4"

1"

E.O.D.

4" CMU TO LOWERINT. ROOF (REF.6/S32-04)

A4

1' - 10"

1 1/2" ROOF DECK

T.O.S.VARIES

W24 (SLOPES)

8" CMU. SEE PLANFOR REINF. - CUTTOP OF WALL TOMATCH ROOF SLOPEREF. ARCH

FACE OFBRICK BELOW

CONT. L6x6x1/4. 3/4" A325BOLT TO W24 @ 32" o.c.ALLOW FOR HORIZ. ADJ.

3/4" EPOXY ANCHOR W/4" EMBED @ 32" o.c.IN VERT. SLOTTED HOLES.

1' - 4"

REF. ARCHFOR EAVE

CONT. 1/4" BENTPLATE WITH 3/8"STIFF. @ 24" o.c.

ABAA.81' - 6"

21'-4"

1/4" FITTEDSTIFF. EA SIDE(TYP.)

W8X18 BRACE (TYP.2)

W12 COLW10 COL

1" CAPPLATE

1" STIFF.

A5

CONT. PLATEW36 1" FITTED STIFF.

EACH SIDE

8" CMU

W8X18 BRACEBETWEEN COLS(TYP.2)

W10 COL

1" CAP PLATEWITH (8) 3/4"DIA. BOLTS

INT. 8" CMUWALL. ISOLATEAROUND STEELBEAM

W18

CONT. PLATE4

S32-04

TOP OFMASONRYSEE ARCH

1 1/2" ROOFDECK

WF BEAM -SEE PLAN

W12 OUTRIGGER

T.O.S.VARIES


CONT. CURVEDL3X3X1/4 -EPOXY BOLT TOCMU @ 2' o.c.

AA.8

1' - 8"

W18

T.O.S.21'-4"

W14


4" CMU INFILL

AE.8

W18W27T.O.MASONRY14'-0"

CONT. BOND.BM W/ (2) #5

8" CMU. SEEPLAN FOR REINF.

REF. 17A/S32-04FOR CONNX. TO CMU

1' - 4 1/8"

6" CF STUDS@ 16" o.c.

CONT. CFPOUR STOP

16'-8"

T.O.S.16'-2"

6"

6" SLAB -SEE PLAN

CF CLIP @ 16" o.c.(SLIP CONN.)

E.O.D.9 5/8"

AE.8

T.O.S.16'-2"


W16

8" CF JOIST @ 16" o.c. W/CONT. BRIDGING @ 4' o.c.

CF SOFFITFRAMING

A5.6



REF. ARCH

SEE PLAN

VARIES -

CONT. 12" BONDBEAM W/ (2) #4

12" CMU -SEE PLANFOR REINF.


AB

3/16 4@12AFTER ADJ.

CURTAIN WALL

3/16 4@12

C12x20.7 CONT.

26'-6"

CONT. 3/8" PLATEW/ 3/4" EPOXY BOLT@ 16" o.c. STAGGER

CONT. BOND BMW/ (2) #5 (TYP.2)

3/4" EPOXY BOLTWITH 6" EMBED@ 32" o.c.

CONT. 8x4x1/4 BENTPLATE W/ HORIZ. ANDVERT. SLOTS. 3/4" BOLTSTO BM @ 24" o.c.

1' - 8"

2' - 4"

L2X2X1/4 @ 4'-0" W/2" SPACER. FIELD WELDTO 3/8" PLATE & W14

HSS12X6 POST & HSS12X4 BENT(BEYOND). PROVIDE 12X1/2X16"LONG BASE PLATE - FIELD WELDTO 3/8" CONT. PLATE

AB

26'-6"

3/16 4@12AFTER ADJ.

2' - 4"12" CF STUDS@ 16" o.c.

CONT. 3/8" BENT PLATE (12"x4")W/ 3/4" DIA. ANCHOR BOLT@ 16" o.c.

CONT. C12x20.7

REF. SECT. 7/S32-04FOR ADD'L INFO

CONT. L6X4X5/16 (GALV.)WITH 3/4" DIA. BOLT@ 24" o.c. PROVIDE VERT.ADJ. (RECESS 1/2" FROMFACE OF BRICK)

3"

AB

3"

TYP. EA SIDEFIELD WELD@ CONTR.OPTION

CURVED HSS12x4(@ TOP)

HSS20x12

1/2"

CONT. GALV. 16"x5/16"PLATE BENT AND SHOPWELDED TO CURVEDHSS12x4. NOT REQ'D@ JAMBS

3/16 4@12

4@12


2' - 4"

T.O.S.48'-0"

AB

HSS20x12

4@12AFTER ADJ.

4@12AFTER ADJ.

CONT. BENT PLATE4X3/8X12

HORIZ. +/- 4"x5/16x7 3/8"GALV. BENT PLATE - CONT.3/4" DIA. BOLT @ 24" o.c.- PROVIDE VERT. ADJ.


2' - 4"

NOTE: COORD. BENTPLATE & L6x4 WITHSECTION 9/S32-04.

48'-0"

AB

1' - 8"

2' - 4"

1' - 2"

CONT. BENT PLATE

CURVEDHSS12x4x3/16

REF. 9/S32-04


TYP. T & B4@12

HSS12x6POST(@ JAMB)

HSS12x4CURVED(@ JAMB)

AB

3"

TYP. EA SIDEFIELD WELD@ CONTR.OPTION

HSS12X6 DIAG.


HSS12X4 CURVED

REF. 9/S32-04

HSS12X6 DIAG.

HSS12X6

3/16

FIELD WELD@ CONTR.OPTION

3/16

FIELD WELD@ CONTR.OPTION

AB

5' - 4" +/- 6" +/-

1' - 8"

2' - 4"

1' - 2" +/-

TOP OF PLATE+/- 51'-4"

MATCH BRICKCOURSING


6" CF STUDS@ 16" o.c. ROOF DECK

(E.O.D. = 5")

2' - 4" 8"

W14X22 (SLP) - MITERENDS FRAME TO SLOPINGROOF BEAMS

CONT. 1/4"x3'-8" PLATEx +/- 20' LONG WITH 3/4"BOLT @ 24" o.c. AROUNDPERIMETER

NOTE: PROVIDE CHIMNEYCAP OF 6" 18 GA CF @16" STUDS SPANNINGSHORT DIRECTION WITH3/4" PLYWOOD (REF. ARCH)

NOTE: PRIMARY PURLINSGO THRU INT. WALL OFCHIMNEY.

W12X14 @5'-0" o.c.(REQ'D)

REF. 2/S32-02AND ARCH FORADD'L INFO.

SLIP CONNX.EACH STUD

REF. ARCH DWGS FORADD'L INFO & VERIFY DIMS.

3 5/8" TIES -HORIZ. & DIAG.@ 16" o.c.

W14X22 (SLP)

AB

3/8" FITTED STIFF.EACH SIDE

W12

NOTE: PROVIDEERECTION BOLTSAS REQ'D.

HSS20X12 BEAM.PROVIDE WELDEDCAP PLATES EA END

1' - 2"CENTERLINEHSS20X12

W12X40OUTRIGGER

3/4" OFFSET CAPPLATE W/ (2) 3/4"DIA. BOLTS.

HSS12X6 POST

NOTE: MITER END OF HSS20X12TO MATCH ROOF SLOPE.

T.O.S.48'-0"

BENT 3/8" CAP PLATEFIELD WELD TO COLAND HSS20X12

A3

8"1' - 6 1/4"

2' - 2 1/4"


3/4" DIA. EPOXYBOLT @ 32" o.c.IN VERT. SLOT INBENT PLATE.

CONT. 1/4" BENTPLATE W/ 3/4" DIA.BOLT @ 24" o.c. W/HORIZ. ADJ.

16'-8"

16'-2"

6" SLAB -SEE PLAN

CONT. CFPOUR STOP

E.O.D.

7 1/2"

ABAA.8

1' - 6"

TOP OF ANGLEELEV. 16'-8"

T.O.S.VARIES

10"

4" CMU

CONT. 16 GAUTILITY ANGLE

1 1/2" ROOFDECK (7" E.O.D.)

WF BEAM -SEE PLAN

W8X18 HANGER@ 4' o.c. SHOPWELDED TO BOTT.OF W36

CONT. L6X6X5/16WITH (2) 3/4" DIA.BOLTS @ EA W8HANGER

L3X3X1/4 FIELD WELDEDBRACE @ EA W8 HANGER

AE.8

16'-8"

T.O.S.16'-2"

6"

9 5/8"

1' - 4 1/8"

T.O.M.14'-0"

WF BEAM -SEE PLAN


HSS4X4X1/4 @ 4' o.c.W/ 1/2" CAP PLATE.(4) 3/4" DIA. BOLTSW/ HORIZ. ADJ.

CONT. BENT PLATEAND EPOXY BOLT.REF. 17A/S32-04.


AJ

16'-8"

T.O.S.16'-2"

6"

2' - 2 1/4"

E.O.D.


REF. 7A/S32-04FOR BENT PLATEAND REL'V ANGLE


WF BEAM -SEE PLAN


AJ.1

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

3/4" = 1'-0"

WOODBRIDGE ROAD

AJC API D6932.00

S32-04



FRAMING SECTIONS -AREA B


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

3/4" = 1'-0"S32-041 SECTION

3/4" = 1'-0"S32-042 SECTION

3/4" = 1'-0"S32-043 SECTION

3/4" = 1'-0"S32-044 SECTION

3/4" = 1'-0"S32-045 SECTION

3/4" = 1'-0"S32-046A SECTION

3/4" = 1'-0"S32-042A SECTION

3/4" = 1'-0"S32-0415 SECTION

3/4" = 1'-0"S32-0416 SECTION

3/4" = 1'-0"S32-0417 SECTION

3/4" = 1'-0"S32-047 SECTION

3/4" = 1'-0"S32-047A SECTION

3/4" = 1'-0"S32-049 SECTION (@ PEAK)

3/4" = 1'-0"S32-048 SECTION

3/4" = 1'-0"S32-0411 SECTION (BELOW DIAG.)

3/4" = 1'-0"S32-0413 SECTION (@ JAMB)

3/4" = 1'-0"S32-0412 SECTION (@ DIAG.)

3/4" = 1'-0"S32-0414 Connx. @ Diag. Brace

3/4" = 1'-0"S32-0418 Section @ Chimney

3/4" = 1'-0"S32-0410 SECTION

3/4" = 1'-0"S32-0417A SECTION

3/4" = 1'-0"S32-046 SECTION

3/4" = 1'-0"S32-0415A SECTION

3/4" = 1'-0"S32-0417B SECTION

DA

10 5/8"

C4X7.25@ 4' o.c.

W14 C12x20.6

CONT. L7x4x3/9

T.O.S. 30'-2"

T.O.S. 31'-10"

BOTT. DECK32'-5 3/4"

3/16

CF SLIDE CLIP@ EACH STUD

CONT. 4x1/4x4" BENTPLATE FIELD WELDEDTO EACH OUTRIGGER

DA

1' - 1 5/8"

T.O.W. 14'-0"

T.O.S. 13'-8"

3/16AFTER ADJ.

HSS8X4X5/16

8" CMU

L4X4X3/8 x4"LG @ 2' o.c. W/HORIZ. & VERT.SLOTS

FACE OF CMU& SHEATHING

6" CF STUDS

12 GA CF TRACK

BOND BM W/(2) #5 CONT.

DA

CLR1/2"

CONT. L6X4X5/16LLH

HSS8X4X5/16

6" CF STUDS

CF SLIDE CLIP

3/16

A3

BOTT. OF DECK@ W.P. 29'-8"

T.O.S. 29'-1"

T.O.S. 26'-6"

B.O.S. 25'-4"

W14

W12


REF.ARCH

12

W.P.

BRICK VENEER- SEE ARCH

T.O.S. 26'-4"(W12)


REF. 2/S32-05 &1/S32-08 FORADD'L INFO.

CONT. 4"x1/4"WIDE SKEWEDPLATE W/ CONT.1/4" WEBBETWEEN EACHOUTRIGGER

CONT. BOND BMW/ (2) #5 (TYP.)

A3

29'-8" BOTT.OF DECK

T.O.S.29'-1"

B.O.S.25'-4"

T.O.S. 26'-6"

3/16 4@12AFTER ADJ.

CONT. C12x20.6

CONT. BENT PLATE 8x4x1/4"WITH HORIZ. & VERT. SLOTS.REF. 7/S32-04

HSS3X3X3/16OUTRIGGER@ 4' o.c.

BENT PLATE SEATFOR EA OUTRIGGER


SEE ARCH


SEE PLAN FOR INPLANE WT3 X-BRACING

HORIZ. TRUSS- SEE PLAN


3" ROOFDECK

W12X143/16

PURLIN -SEE PLAN

SAG ROD -SEE PLAN(TYP.2)

1' - 0"1' - 0"

PURLIN -SEE PLAN

SAG ROD -SEE PLAN

A3

(4) 1" DIA. BOLTS

(4) 1" FITTEDSTIFF.

1 1/2" BASEPLATE

W12X79 POST UP

BOTT. OF DECK& TOP OF TRUSS

29'-8"

T.O.S. 29'-1"

T.O.S. 26'-6"

W33

1/2" CAP PLATEON COL



AB

6" CF STUD@ 16" o.c.

3" ROOF DECK

SLIP CONNX.EACH STUD

BRICKVENEER

12" CF STUD@ 16" o.c.

2' - 0"

SEE ARCHFOR CAP

CONT. 1/4"x8" PLATE W/ 1/4"x2"x4"LONG (ORIENT 2" PLATE DIM PLUMB)PLATE WELDED TO TOP @ 16" o.c.(TO RESIST SLIDING OF BRICK)

W12 - SEEPLAN

CONT. 12 GA TRACKWITH 2" FLANGES

SHEATHINGPER ARCH


(2) #12 TEK@ EA STUD

(2) #12 TEK@ 8" o.c. 3/16

3/16

BEAM - SEEPLAN

FLAT BARDIAG. BRACING

NOTE: FOR WTBRACING, NOTCHWEB AT PURLIN.

NOTE: CONNX.SIM. @ TRUSSBOTT. CHORD.

PLATE 3/8"

L5x5

WF BEAM -SEE PLAN

3/4" DIA. A325 BOLTSQTY AS REQ'D BYCONNX. DESIGN (TYP.)

B.O.S. ELEV.22'-0"

SHEATHING -REF. ARCH

8" 16 GA CF STUDS@ 16" o.c.

(2) #12 TEK SCREWS@ 16" o.c.

W18 - SEEPLAN

CONT. 16 GATRACK

D3.1D33/8" SHEAR PLATEW/ VERT. LSL 1/4" CAP PLATE

HSS8x8 COL

W14 BOTT.CHORD

3/8" FULLDEPTH STIFF.

D3.1 D3

CLR2"

3" ROOFDECK

W14 TOPCHORD

UTILITY ANGLE12 GA 4x4

3 5/8" 16 GA CFSTUD @ EA 8" STUD

8" CF STUD@ 16" o.c.

#10 TEKSCREW

DBL L6x4

QTY & SIZE OFBOLTS AS REQ'DBY CONNX. DESIGN(MIN. 3/4" DIA. A325)

DBL L5x3

DBL L6x4

GUSSET PLATE ASREQ'D BY CONNX.DESIGN (3/4" MIN.)

W14 BOTT.CHORD

DE

3/4" PLATE & 3/4" DIA.A325 BOLTS

CENTERLINEOF TRUSS

W18 PURLIN

W14 TOPCHORD

CONNX. ANGLE & GUSSETPLATE AS REQ'D BY CONNX.DESIGN. 3/4" MIN. GUSSETPLATE THICKNESS

DBL L5x3NOTE: GUSSET PLATE MAY BESHOP WELDED TO TOP CHORDONE OR BOTH SIDES OFCENTERLINE @ FAB OPTION.

E6

T.O.S. -SEE PLAN

4"


1/4" BENT PLATEPOUR STOP

WF BEAM -SEE PLAN

SLIDE CLIP@ EA STUD

6" CF STUDS

CLR1/2"

REF. ARCH

FF

T.O.S -SEE PLAN

4"

T.O.WALL -REF. ARCH

6" CF STUDS CONT. L4x4x1/4POUR STOP


W18 BM -SEE PLAN

POCKET BM INTOCMU - REF. 9/S32-06FOR BRG DETAIL



2" SOAP COURSE@ BM POCKET

T.O.WALL -REF. ARCH

6" CF STUDS



T.O.S -SEE PLAN

WF BEAM -SEE PLAN

CONT. L6x4x5/16 LLVW/ 1/2" DIA. EXP. ANCHORS@ 24" o.c. IN VERT. SLOTTEDHOLES

AD.2

W14 (x53) TOPCHORD OF TRUSS

16 GA x 12" PLATE


3" ROOF DECK

W18 PURLIN

CONT. 6"CF TRACK

3 5/8" CFOUTRIGGERS@ 16" o.c.

3" ROOF DECK(0" E.O.D.)

W16 PURLIN

W14 (x22)DORMER BM

REF. ARCH

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

3/4" = 1'-0"

WOODBRIDGE ROAD

AJC API D6932.00

S32-05



FRAMING SECTIONS - AREA B & F


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

3/4" = 1'-0"S32-053 EAVE @ AUDITORIUM

3/4" = 1'-0"S32-054 SECTION

3/4" = 1'-0"S32-055 SECTION

3/4" = 1'-0"S32-051 SECTION

3/4" = 1'-0"S32-052 SECTION

3/4" = 1'-0"S32-058 GYM RIDGE

3/4" = 1'-0"S32-059 TYPICAL SAG ROD

3/4" = 1'-0"S32-0510 SECTION

3/4" = 1'-0"S32-0511 GYM PARAPET (GABLE ENDS)

3/4" = 1'-0"S32-0515 SIDE PARTITIONS @ AUDITORIUM

3/4" = 1'-0"S32-0516 FLAT BAR BRACING CONNX.

3/4" = 1'-0"S32-0517

AUDITORIUM BOTT. CHORDTRUSS BRACING

3/4" = 1'-0"S32-0518 PROSCENIUM BEAM

3/4" = 1'-0"S32-0519

PROSCENIUM COL - TRUSSCONNX.

3/4" = 1'-0"S32-0520 PROSCENIUM WALL (TOP)

3/4" = 1'-0"S32-0521

AUDITORIUM TRUSS TYPICALCONNX.

3/4" = 1'-0"S32-0522 AUDITORIUM TRUSS @ RIDGE

3/4" = 1'-0"S32-0512 SECTION (LIGHT ROOM)

3/4" = 1'-0"S32-0513 SECTION (LIGHT ROOM BM BRG)

3/4" = 1'-0"S32-0514 SECTION (LIGHT ROOM WALL)

3/4" = 1'-0"S32-056 SECTION

7/S32-05NOT USED

2"

21/2" MIN. BRG. TYP.

2"

21/2" MIN. BRG. TYP.

2"

2'-0

"

2'-6

"

3'-0

"

3'-6

"

6"

4"

4" SEE SEE

2'-0"

2'-8" TYP.

1'-8

"

SEE ARCH

SEE ARCHSEE ARCH

2"

+/- 5/8" +/- 5/8"

S32-061 MASONRY LINTEL DETAILS (8" CMU + BRICK)

SPANS UP TO 5'-4

SPANS 5'-4 TO 8'-0

8 x 8 PRECAST MAS. LINTELW/ 2 #5 TOP & BOTTOM

W/ 2 #5 TOP & BOTTOM8 x 8 PRECAST MAS. LINTEL

1/4"± x 4 x 4STEEL SHIMS

1/2" DIA. EXP.ANCHORS @ 16" O.C.

& 8" BRG. EA. END

& 8" BRG. EA. END

W/ 2" EMBED

3/4" = 1'-0

L 6 x 6 x 5/16 (GALV.)W/ 8" BRG. EA. END

S32-062 MASONRY LINTEL DETAILS (12" CMU + BRICK)

SPANS UP TO 5'-4

SPANS 5'-4 TO 8'-0

(3) 4 x 8 PRECAST MAS. LINTELSW/ #5 TOP & BOTTOM

L 6 x 4 x 5/16 (LLH)W/ 8" BRG. EA. END

1/4"± x 4 x 4STEEL SHIMS

1/2" DIA. EXP.ANCHORS @ 16" O.C.

& 8" BRG. EA. END

W/ #5 TOP & BOTTOM(3) 4 x 8 PRECAST MAS. LINTELS

3/4" = 1'-0

& 8" BRG. EA. END

S32-063 STEEL BEAM/PL LINTEL (8" CMU + BRICK)

BM LOCATION IN WALL

PLATE POSITION ON BEAM

W8x28 UNLESS NOTEDOTHERWISE ON PLANS

5/16" x CONT. PLATEBEAR BEAM & PLATE 8"ON WALL EACH END (GALV.)

1/2" DIA. ANCHOR BOLTEACH END xCNTR. IN CELL 8"

GROUT 3 COURSESHIGH x 16" WIDEBELOW BM. BRG. EA. END

CENTERLINE OF BEAM

3/4" = 1'-0 S32-065 MASONRY VENEER/STEEL STUD LINTEL

3@18

MASONRY VENEER

HEADERS - SEE PLANS(2) SW + TRACKS

SEE ARCH. DWGS.STEEL STUDS -

SEE ARCH.DRAWINGS

BEARING (GALV.)x CONT. W/ 8"L 6 x 6 x 5/16

3/4" = 1'-0S32-064

3/4" = 1'-0

REINF. LAP SPLICE DETAILS32-06

CMU WALL

83/4" = 1'-0

TYP R

EINF

LAP S

PLIC

E

REINFORCING SIZE AND SPACING2. SEE PLANS AND DETAILS FOR AND GROUT SOLID1. CENTER REINFORCING IN CELLSNOTE

S32-069 BEAM CMU WALL BEARING DETAIL

ANCHORS (SPC. @ 2"-4"-2")W/2-3 3/4" DIA. x 4" STUDPLATE 7 1/2 x 8 x 3/8

GROUT 3 COURSES

@ BEAM BEARING(x 2'-0 WIDE)

W BEAM - SEE PLANBEARING (TYP. EXCEPT AS NOTED)

3 1/2" BEARING (@ INT. WALLSW/ BMS. FROM BOTH SIDES)

2

3/4" = 1'-0 S32-0610 REINF @ MASONRY WALL OPENINGS

T/SLAB

T/SLAB

T/FTG

LINTELLINTEL

WALL REINFSEE SECTS.

DOWELSSEE SECTS.

2#5 EA. SIDE OFOPENINGS 5'-4WIDE & LARGER

#5 EA. SIDEOPENINGSUP TO 5'-4

NOTE: SEE TYPICAL MASONRY LINTEL & TYP. REINF. LAP SPLICE DETAILS

WIDE

#5 CONTIN BOND BM@ SILLS

3/4" = 1'-0 S32-0611 MASONRY ANCHORS

@ EXTERIOR WALLS (COLUMNS SIMILAR 24" o.c. VERT.)

@ INTERIOR WALLS

3-1/16" x 1"FILLET WELDSEACH SIDE

3/16" DIA.WIRE TIES

WELD ON TIES1/4" DIA.

11 GA. CHANNELSLOT ANCHOR

12 GA.ANCHOR W/1" HOOK

3/4" = 1'-0

MASONRY LINTEL DETAILS (12" CMU)S32-06

63/4" = 1'-0

(3) 4x8 PRECAST MAS. LINTELW/ 1 #5 TOP & BOTTOM IN EACH

W/ 1 #5 TOP & BOTTOM IN EACH(2) 4x8 PRECAST MAS. LINTEL

& 8" BRG. EA. END

12" CMU

8" CMU

& 8" BRG. EA. END

SECTION @ WF LINTEL3/4" = 1'-0S32-06

7

ON WALL EA END (TYP.)BEAR BEAM & PLATE 8"W/ 3/8" x CONT PLATENOTED OTHERWISE.W8x18 UNLESS

NOTE: PROVIDE MASONRY TIES IN BEAM WEB @16"o.c. TO TIE HEAD JOINTS OF INFILL CMU

13 SECTION3/4" = 1'-0S32-06

WALL PERPENDICULAR

NON-LOAD BEARING WALL BRACING @ ROOF/FLOOR

WALL PARALLEL

S32-0612

3/4" = 1'-0

BEAM OR JOIST

x 0'-8 - EACHL4x4x3/8

SIDE

TYPL6x4x5/16 x 8" LONG@ 4'-0" EA SIDESTAGG.

(TYPE 1) (TYPE 3)(TYPE 2)

L6x4x3/8 x 1'-4"EACH SIDE

(2) 1/2" DIA. HILTI KWIKBOLT TZ EXPANSIONANCHORS W/ 2" EMBED

#5 @ 32 (U.N.O. ON PLAN)

15S32-06 3/4" = 1'-0

SECTION

SEE PLAN

JOINT FILLER

SEE PLAN

1/2" PREMOLDEDJOINT FILLER

1/2" PREMOLDED

SEE PLAN

8" CMU

FTG. ELEV.FOR TOP OFSEE PLAN

14S32-06 3/4" = 1'-0

SECTION

VERT. REINF.DWLS. TO MATCH

#5 @ 48 (U.N.O. ON PLAN)

JOINT FILLER

SEE PLAN

12" CMU

1/2" PREMOLDED 1/2" PREMOLDED

3/4" = 1'-0SECTION

S32-0616

SEE PLAN

FTG. ELEV.FOR TOP OF

DWLS. TO MATCHVERT. REINF.

SEE PLAN

JOINT FILLER

8" CMU

3/16 2@6

3/16

3/16 2@6

3/16

3/16

3/16 1 1/2

UP TO 14'-0": 6" STUDS 14 GAGE @ 16" o.c.BETWEEN 14'-0" & 15'-6": 6" STUDS 12 GAGE @ 16" o.c.

EXTERIOR WALL STUDS (W/ MANSORY VENEER):

BETWEEN 15'-6" & 17'-6": 6" STUDS 12 GAGE @ 12" o.c.

@ 16" o.c. @ WALLS THAT DO NOT EXTEND TO THE UNDERSIDE OF STRUCTURE OR HAVE AN UNSUPPORTED TOP OR BOTTOM.

APPROVED CONNX.) TO ALLOW 1" DEFLECTION OF STRUCTURE. PROVIDE 3 5/8" 16 GAGE KICKERS1. ALL WALLS EXTEND TO UNDERSIDE OF STRUCTURE. PROVIDE SLIP TRACK AT TOP (OR OTHER

2. ALL COLD FORMED STEEL FRAMING INDICATED ON DRAWINGS IS FOR BID GUIDANCE PURPOSES ONLY. REFERENCE COLD FORMED FRAMING NOTES ON S10-00 FOR ADDITIONAL INFORMATION.

NOTES:

COLD-FORMED WALL SCHEDULE

UP TO 8'-0": 6" STUDS 18 GAGE @ 16" o.c.

3. REFERENCE ARCHITECTURAL WALL TYPES & SECTIONS (ALONG WITH STRUCTURAL SECTIONS) FOR INTENDED STUD DEPTH.4. FOR ALL STUDS WITHOUT SHEATHING ON BOTH SIDES, PROVIDE 14 GAGE FLAT STRAPS SPACED @ 4'-0" o.c. VERTICALLY.

SECTION @ SHEAR WALL173/4" = 1'-0"S32-06

NOTE: SEE PLAN FOR SHEAR WALL LOCATIONS.

SEE ARCH.

8" CMU(TYP.)

CONT. L6x4x 5/16 " (LLV). ATTACHTO BEAM FLANGE W/ 3/4" DIA. A325NBOLTS @ 48" O.C. (PROVIDESLOTTED HOLES IN VERT. LEGTO ALLOW FOR BEAM DEFLECTION)ATTACH TO CMU W/ 3/4" DIA EXP.ANCHORS @ 32" O.C.

ROOF DECK-SEE PLANREF. 18/S32-07 FOR BEAMBRACING @ CF TRUSSES

SEE ARCH.

GROUT SOLIDAT ANCHORS


WF BEAM - SEEPLAN (TYP.) 1" COMPRESSIBLE

FILLER MIN


HORIZ. JOINTREINF. @ 16" O.C.(TYP.)

ROOF DECK-SEE PLANREF. 18/S32-07 FOR BEAMBRACING @ CF TRUSSES

CMU PARTITION WALL BRACING183/4" = 1'-0"

WALL PERPENDICULAR TO BEAMSWALL PARALLEL TO BEAMS

S32-06

NON-LOAD BEARING WALL BRACING DETAILS193/4" = 1'-0"

WALL PARALLELWALL PARALLEL WALL PERPENDICULAR

1"1"

1"

1"1"

TYP1 1/23/16

BEAM OR JOIST

16 GA. CLIP ANGLEEACH SIDE. ATTACHTO BEAM OR JOISTW/ (2) 0.145" DIA KNURLSHANKED PAF

CLIP ANGLE EACHSIDE. ATTACH TOEACH L2x2 W/ (2)0.145" DIA KNURLSHANKED PAF

2 ROWS OF 0.145" DIAKNURL SHANKED PAF@ 32" O.C. STAGGERED

ROOF DECK ORFLOOR SLABSEE PLAN (TYP.)

ROW OF BLOCKINGL2x2x 1/4"@ 8'-0" c/c

DEFLECTION TRACKWITH MIN. ALLOW1" DEFLECTION

REMOVE SHEATHINGAT ANGLES

S32-06

SEE ARCH.DRAWINGS

DEFLECTION TRACK

16 GA. CLIPANGLE

METAL DECK ORFLOOR SLABSEE PLAN

35/8" 18 GA. METALBRACE @ 48" O.C.ATTACH TO STUD W/(3) #10 TEK SCREWS(MIN.)


8" CMU

ATTACH TRACK TOBOND BEAM W/ 0.145" DIAPAF @ 16" O.C.


SEE ARCH.DRAWINGS


DEFLECTION TRACK

METAL DECK ORFLOOR SLABSEE PLAN

8" CMU

ATTACH TRACK TOBOND BEAM W/ 0.145" DIAPAF @ 16" O.C.


35/8" 18 GA. METALBRACE @ 48" O.C.ATTACH TO STUD W/(3) #10 TEK SCREWS(MIN.)

16 GA. CLIPANGLE

SEE PLAN & SCHEDULEFOR FTG SIZE & REINF.SEE PLAN & SCHEDULE

FOR FTG SIZE & REINF.

SEE PLAN & SCHEDULEFOR FTG SIZE & REINF.

#5 @ 48 (U.N.O. ON PLAN)

[SPANS UP TO 8'-0"][SPANS UP TO 8'-0"]

[SPANS UP TO 14'-0"]

TYP

12" CMU

8" CMU

ON WALL EA END (TYP.)BEAR BEAM & PLATE 8"W/ 3/8" x CONT PLATENOTED OTHERWISE.W8x24 UNLESS3/16 2@6TYP

AS REQ'D AS REQ'D[SPANS UP TO 8'-0"] [SPANS UP TO 8'-0"]

L 6 x 4 x 5/16 (LLH)W/ 8" BRG. EA. END

[SPANS UP TO 14'-0"]

1/2" STUD x 6" LONG@ 32" o.c.

BM LOCATION IN WALL

PLATE POSITION ON BEAM

W8x31 UNLESS NOTEDOTHERWISE ON PLANS

5/16" x CONT. PLATEBEAR BEAM & PLATE 8"ON WALL EACH END (GALV.)

1/2" DIA. ANCHOR BOLTEACH END xCNTR. IN CELL 8"

GROUT 3 COURSESHIGH x 16" WIDEBELOW BM. BRG. EA. END

CENTERLINE OF BEAM

3/16 2@6

1/2" STUD x 6" LONG@ 32" o.c.

STEEL BEAM/PL LINTEL (12" CMU + BRICK)[SPANS UP TO 14'-0"]

L 6 x 6 x 5/16 (GALV.)W/ 8" BRG. EA. END

(GALV.) (GALV.)

NOT USED

SEE ARCH

+/- 5_8"

#4 #5 #6 #7

TYP

TYP. SECTIONS SECTIONS

1"

1"

71_2"

SEE ARCH

5_8"

81_2"

INC.


P R O J E C T





DRAWING TITLE:


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SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

3/4" = 1'-0"

WOODBRIDGE ROAD

AJC API D6932.00

S32-06



TYPICAL MASONRY & COLD FORMSECTIONS & DETAILS


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

6"

6'-0 - MAX

4" OR GREATER

4" OR GREATER

.5N SEE .5N

2'-6

11/2"3"

4"

21 / 2

"

31/2"

3'-0" - MAX

1'-6

"

2'-0

" MAX

3"

5"

S32-071 FRAMING CONN @ SPANDREL BEAMS

SPANDREL BEAM

NOTE:A SPANDREL BEAM IS DEFINED AS ANY MEMBER WITH MEMBERSFRAMING TO IT FROM ONE SIDE ONLY.

FULL DEPTHDOUBLE ANGLES

NUMBER OF BOLTSFOR STANDARD CONN.

3/4" = 1'-0 S32-072 FRMG @ ROOF EQUIP CURBS & OPNGS

DECK

SPA N

'A'

'A'

JOIST OR BM. L 5 x 3 x 3/8 (LLV)TYP UNDER CURBS

OPENING

L 4 x 3 1/2 x 5/16(LLV) TYP. @ OPENINGEQUIPMENT CURB

JOIST OR BEAM

L 5 x 3 x 3/8x 0'-6 (LLV)

L 5 x 3 x 3/8 (LLV)

(LLV)

OPENING

2

3

DETAIL 'A'NOTE:

3/4" = 1'-0

L 4 x 3 1/2 x 3/8

COORD SIZE & LOCATION OF CURBS & OPENINGS W/ DIVISION 15 CONTR.

S32-073 POINT LOAD JOIST REINFORCING

CONCENTRATED LOADUP TO 250#

CONCENTRATED LOADUP TO 250#

PANE

LPO

INT

PAN E

LPO

INT

PAN E

LPO

INT

PAN E

LPO

INT

FROM POINT OFCONCENTRATED LOAD

TO JST. PANEL PT.CONCENTRATED LOADFROM POINT OFL 3 x 3 x 1/4

NOTE:

3/4" = 1'-0

L 3 x 3 x 1/4

TO JST. PANEL PT.

NO JOIST ANGLE REINF. REQ'D. FOR LOADS UP TO 50#.

S32-074 FRMG @ FLOOR EQUIP CURBS & OPNGS

FRAM

ING

BE A

M

FRA M

ING

BE A

M

W10x12

W10

x12

W10x12

W10

x12

'A' 'A'

DETAIL 'A'-'A'

BENT PLATE1/4" x CONT. SEE TYP. DET.

DECKSPAN

OPENING

PARTIAL FRAMING PLAN

3/4" = 1'-0

S32-077 SLAB REINF @ SPANDREL BEAMS

SEE DETAILS

#4 @ 16 x

SEE TYP. DET.

#4 CONT.

3'-6

3/4" = 1'-0

FOR CONN.

S32-078 SLAB REINF OVER BMS & GIRDERS

#4 @ 16 x 6'-0CENTERED OVER BEAM

SEE PLAN FORDECK DIRECTION

SEE PLAN FOR WWF

3/4" = 1'-0 S32-079 SLAB DETAIL @ SHEAR STUDS

SEE TYP. DETAIL

SEE PLAN FOR WWF

PROVIDE DECK CLOSUREPLATE'S AS REQ'D. TOACHIEVE DIMS. SHOWN

3/4" = 1'-0 S32-0710 SHEAR STUD SPACING REQUIREMENTS

TYPICAL BEAM

UNIFORM LOAD

UNIFORM STUD SPACING UNIFORM STUD SPACING

PT. LOAD

PT. LOADPT. LOAD

TYPE 1 GIRDER

TYPE 2 GIRDER TYPE 3 GIRDER

UNIFORM STUD SPACING

NOTE:1. ALL DIAGRAMS REPRESENT IDEALIZED CONDITIONS. ACTUAL FRAMING CONFIGURATIONS MAY REQUIRE ADD'L. INTERPRETATION.2. MAX. STUD SPACING ON TYPE 2 GIRDERS IS 12" O.C.3. N = TOTAL NUMBER OF STUDS INDICATED THUS [--] ON FRAMING PLANS.

3/4" = 1'-0 S32-0711 STEEL BEAM CANTILEVER

4 BOLT CONN. TS 8 COLUMN

3/4 x 14 x 9 CAP PLATE

3/8" FITTEDSTIFF PLATE'SBOTH SIDES

W BEAMSEE PLAN

3/4" = 1'-0

BEAM TO COL CONN @ ROOF (HSS)S32-07

13

TOP OF 1/4" CAP PLATE -1/2" BELOW HIGHESTTOP OF BEAM ELEVATION

3/8" FULL DEPTH, THRUCOL., SHEAR PLATE

SEE PLAN FORT/BEAM EL. TYP.

3/4" = 1'-0

HSS COLUMN

BEAM TO COL CONN @ ROOF (WF)S32-07

143/4" = 1'-0

TOP OF COLUMN1/2" BELOW HIGHESTTOP OF BEAM EL.

3/8" FULL DEPTHDOUBLE ANGLES

'W' COL


S32-0715

3/4" = 1'-0FLEXIBLE MOMENT CONN @ FLOORS (WF)

DOUBLE ANGLESHEAR CONN.

'W' COL.

NOTE:1. ALL BM./COL. CONNS. SHALL BE DESIGNED SLIP CRITICAL2. SEE SPECS. FOR ADD'L. CONN. DESIGN REQUIREMENTS

x 0'-6 TOP & BOT.L 4 x 4 x 1/2

SEE PLANFOR EL.

S32-0717

SLOPE UP TO BEND POINT DETAIL SIMILAR WHERE BEAMSNOTE:

BOTH SIDESSTIFF. PLATE -3/8" FITTED

BOTHFLANGES& WEB

FOR SIZEW BM. - SEE PLAN

BENT BEAM DETAIL3/4" = 1'-0

S32-075 REINF/SLAB OPENINGS 2'-0 MAX

DECK SPAN

FRAM

ING

BE A

M

2#5 BOT.TYPICAL

2'-0" DIA. OR2'-0" SQ. OPN'G. MAX.

NOTE:MAINTAIN 2'-6 (MIN.)EACH DIRECTION

BETWEEN OPENINGS

FRAM

ING

BE A

M

3/4" = 1'-0

BEAM TO COL CONN @ ROOF (PIPE)S32-07

12

TOP OF 1/4" CAP PLATE -1/2" BELOW HIGHESTTOP OF BEAM ELEVATION


PIPE COL.


3/4" = 1'-0

WIND MOMENT CONN. @ ROOF (WF)3/4" = 1'-0

16S32-07

3/8" CAP PLATE.

NECKED PLATEPER 'A-A'

(2) 3/4" DIA. A325BOLTS (TYP.)

3/8" FULL DEPTHDOUBLE ANGLES

L4x4x5/8 x 0'-8"(TYP.)

WF COL

SEE PLAN

1 1/2" = 1'-0"

'A-A'

3/163/8" THICK NECKED PLATE(INTEGRAL W/ CAP PLATE

STL BM -SEE PLAN

3/8" CAP PLATE

NOTE:1. ALL BM/COL CONNS SHALL BE DESIGNED SLIP CRITICAL.

@ CONTRACTOR OPTION)

DECK

SPA N

'A'

'A'

JOIST OR BM.

L5x5x3/8 (LLV)TYP @ OPNG

OPENING

JOIST OR BEAM

L5x3x3/8 (LLV)x 0'-6"

L5x5x3/8POUR STOP (TYP.

OPENING

2

3

DETAIL 'A'

NOTE:

3/4" = 1'-0

L3 1/2 x 3 x 1/4 (LLV)

COORD SIZE & LOCATION OF OPENINGS W/ ARCH.

@ PERIM. OF OPNG)

L5x5x3/8 (LLV)BEYOND OPNG

9/16" FORM DECK

BEAM BRACING @ CF TRUSS3/4" = 1'-0S32-07

18

TRUSS BRGSEE PLAN

6" 16 GA HORIZ. BRACES@ 16" o.c. @ PARRALELBEAMS

WF BM -SEE PLAN

CF TRUSSES

3/16

3/16

3/16

3/16

3/16

3/4" BASE PLATE (MATCH

TYP. COLUMN UP CONNECTION

(4) 3/4" BOLT CONN.

S32-0719

BOTH SIDES

TS OR WF COLUMN

3/4" = 1'-0"

3/16

STIFF PLATE'S3/8" FITTED

SEE PLANW BEAM

FLANGE WIDTH)

S32-0720 TYPICAL HANGER

3/4" = 1'-0"

S32-076 TYP FRAMING @ SLAB OPENINGS

T.O.S. -SEE PLAN

T.O.S. -SEE PLAN

HANGERHSS4X4X3/8

PLATETHRU COL, SHEAR3/8" FULL DEPTH,

1/4" CAP PLATE

SEE PLANWF BEAM -

3/16

JOIST TO COLUMN CONNX.S32-07

213/4" = 1'-0"

COL.

BAR JOIST -SEE PLAN

ERECTION BOLTS

1/2" CAP %%131PLATE

COLUMN -SEE PLAN

6x6x1/4" STABILIZER %%131W/ 13/16" DIA HOLE. DO NOTWELD TO JOIST.

MIN.

3/8" STIFF.PLATE

S32-0722 SECTION

BENT PLATE1/4" x CONT.

DECK DIRECTIONSEE PLAN FOR

SEE PLAN

SEE DET. 7/S32-07

CHANNEL SLOTMASONRY ANCHORS

FOR CONN.SEE DET. 1/S32-07

3/4" = 1'-0

FLEXIBLE MOMENT CONNX. @ ROOF (HSS)233/4" = 1'-0"S32-07


COL.

3/8" PLATE

3/8" NECKED CAP %%131PLATEBUTT WELD TO COL

(2) 3/4" DIA BOLTS (TYP.)

3/8" FULL DEPTH, THRUCOL., SHEAR %%131PLATE

HSS COL

L6x4x3/8x5 1/2" LGLLH

NOTE:1. ALL BM/COL CONNX. SHALL BE DESIGNED SLIP CRITICAL.

TYP)

3/16 TYP

FLEXIBLE MOMENT CONNX. @ ROOF (PIPE)243/4" = 1'-0"S32-07


COL.

3/8" PLATE

3/8" NECKED CAP %%131PLATEBUTT WELD TO COL

(2) 3/4" DIA BOLTS (TYP.)


PIPE COL

NOTE:1. ALL BM/COL CONNX. SHALL BE DESIGNED SLIP CRITICAL.

TYP)FITTED TO COL.TOP & BOTT.

NOTE:PROVIDE FRAMING UNDER ALL UNITS AND ATALL ROOF DECK OPENINGS >12" IN ANY DIRECTION.

(U.N.O. ON PLAN)

MAX

6" EXCEPT AS NOTED

ON PLANS

8'-0MAX

8'-0

MAX

ROW STUDS@ SINGLE 4"

6"@ DOUBLEROW STUDS

MIN. WIDTH OFCONCRETE

NOTE 2

MAX.

2" TYP

REF. ARCH

INC.


P R O J E C T





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CIVIL ENGINEER

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ELECTRICAL ENGINEER






07-19-12

3/4" = 1'-0"

WOODBRIDGE ROAD

AJC API D6932.00

S32-07



TYPICAL FRAMING SECTIONS &DETAILS


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

A3

3/4" MIN. GUSSETPLATE (CURVED)

DBL L6x4 LLBB

W14 TOPCHORD

3/16

TOP & BOTT.

FULL DEPTHDBL ANGLESHEAR CONNX.

L6x6x1/2 TOP & BOTT.WITH HORIZ. SLOTS INHORIZ. LEG

W14 BOTT.CHORD

1" CLR

W12 COL

FULL DEPTH DBL ANGLECONNX. W/ HORIZ. LONGSLOTS. TIGHTEN BOLTSIN CHORD SNUG TIGHTONLY AND BURR THREADS.

REF. 1 & 2/S32-05FOR OUTRIGGER

1/2" CAP PLATEON COL

DBL. L6x4

W12 WEB

3/4" MIN. GUSSETPLATE (CURVED)(TYP.2)

W14 BOTT.CHORD

TYP.

W14MIN. 3/4" GUSSETPLATE CURVED -(TYP.2)

HSS6x6 DIAG.

TYP.

W14 TOPCHORD

TYP.

W12 VERT.

W14 TOPCHORD

W14 TOPCHORD

TYP. TOP &BOTT.

3/8" WEBPLATE

MIN. 3/4" CURVEDGUSSET PLATE (TYP.2)

HSS6x6 DIAG.CONTIN THRUJOINT - NOTCH@ PLATE

TYP.

3/16

TYP.

6"x3/8"x20" COVERPLATE EACH SIDE

HSS6x6 DIAG.(NOTCH @ PLATE)

W14 BEAM

3/4" CAP PLATE WITH(4) 3/4" DIA. BOLTS

3/8" FITTED STIFF.EA SIDE (TYP.)

HSS4x4 POST

3/4" BASE PLATE W/(4) 3/4" DIA. BOLTS

W14 TOPCHORD

W12 DBL ANGLE

MIN. 3/4" GUSSETPLATE (CURVED)

MIN. 3/4" GUSSET(ROUND)

DBL ANGLE BRACING- WITH 3/4" SPACERPLATE @ 4'-0" o.c.

MIN. (3) 3/4"A325 BOLT

AD.9

W14

W12

MIN. 3/4" ROUNDGUSSET PLATE

W12

NOTE: DBL ANGLEDIAGONALS WILLALSO BOLT TO BOTT.PLATE (NOT SHOWN)

A5.3

MIN. 1/2" PLATE(CURVED)

MIN. 1/2" PLATE(CURVED)

HSS6X6 - SEEELEVATION FORSIZE. NOTCH @PLATE

SEE BRACED FRAMEELEVATIONS FORAXIAL BRACE FORCE

SEE BRACED FRAMEELEVATIONS FORAXIAL BRACE FORCE

CENTERLINEOF BEAM

CENTERLINE OFCOLUMN, SEEPLAN FORORIENTATION

CENTERLINEOF CONNX.

DBL ANGLEAND BOLTSTO COL WEB.(NOT SHOWN)

TYP.

INC.


P R O J E C T





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CIVIL ENGINEER

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07-19-12

3/4" = 1'-0"

WOODBRIDGE ROAD

AJC API D6932.00

S32-08



GYM TRUSS DETAILS


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

3/4" = 1'-0"S32-081 SECTION

3/4" = 1'-0"S32-082 SECTION

3/4" = 1'-0"S32-083 SECTION

3/4" = 1'-0"S32-084 SECTION

3/4" = 1'-0"S32-085 SECTION

3/4" = 1'-0"S32-086 SECTION

3/4" = 1'-0"S32-087 SECTION

3/4" = 1'-0"S32-088 SECTION

TRUSS AND BRACING NOTES:

1. U.N.O. PROVIDE MINIMUM 3/4" THICK GUSSET PLATES AT EACH WEB MEMBER CONNECTION.2. PROVIDE SHIM PLATES @ 4'-0" o.c. MAX. AT ALL DOUBLE ANGLE WEB MEMBERS.3. PROVIDE TEMPORARY STABILITY BRACING FOR TRUSSES UNTIL ALL FRAMING, FINAL CONNECTIONS, AND ROOF DECK ARE IN PLACE AND SECURED.4. CENTERLINE OF GRAVITY COINCIDENTAL FOR ALL MEMBERS.5. DESIGN TRUSS FORCES [##K (X)] T = TENSION, C = COMPRESSION.6. CONNECTIONS SHOWN ARE FOR DESIGN CONCEPT ONLY. ALL CONNECTIONS (INCLUDING TO COLUMN) SHALL BE DESIGNED BY STEEL FABRICATOR. DETAILS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED ENGINEER AND SUBMITTED FOR APPROVAL.7. SPLICE TRUSSES AS REQUIRED. SPLICE SHALL BE DESIGNED USING FORCES SHOWN ON TRUSS ELEVATIONS.8. SPLICES SHALL BE COMPLETE PENETRATION WELD FOR ALL WF MEMBERS.9. ALL TOP AND BOTTOM CHORDS TO BE ASTM A992 50 KSI.10. ALL DOUBLE ANGLE WEBS TO BE ASTM A36.11. ALL BOLTS SHALL BE DESIGNED AS SLIP CRITICAL.12. IF A LOAD IS NOT GIVEN, DESIGN FOR MIN. 10k TENSION AND MIN. 10k COMPRESSION. ALSO PROVIDE MIN. OF (3) 3/4" DIA. A325 BOLTS IN ALL JOINTS.

3/4" = 1'-0"S32-089 Callout of 'XB-AE.8'

AKAJ.8

7"

1' - 8 1/4"

2' - 4"

CLR1/2"

BRICK VENEERPER ARCH


ROOF DECK- SEE PLAN

SEE PLAN

WF BEAM -SEE PLAN

4" CMU

WF BEAM -SEE PLAN

3/8" STIFF. PLATE@ 4'-0" o.c. (MAX)

REF. ARCH

6" STUDS

CONT. 1/4" BENT PLATEPOUR STOP W/ 5/8" DIA.x 6" LONG STUD @ 32" o.c.

SLAB -SEE PLAN

AKAJ.8 1' - 2" 1' - 2"

REF. ARCH

SEE PLAN REF. ARCH

ROOF DECK- SEE PLAN


CLR1/2"


EDGE OF PLATE

WF BEAM -SEE PLAN(TYP.)

EDGE OF PLATE

6" CF STUDS

CONT. 3/8" PLATE

SLAB -SEE PLAN

1

SEE ARCH

SEE ARCH

SEE PLAN

WF BEAM -SEE PLAN


CONT. 1/4" BENTPLATE POUR STOP

SEE ARCH

OUTSIDE FACEOF CHANNELS& CF STUDS

WINDOW FRAMING(BY OTHERS) SEEARCH DRAWINGS

C6X10.5 CONT.TOP & BOTT.

C6X10.5 VERT.@ 5'-0" o.c. (MAX)

3/8" FITTED STIFF.PLATE @ 5'-0" o.c.(MAX) PROVIDEHORIZ. SLOTTEDHOLES & S.C. BOLTS

6"

REF. ARCH

SEE PLAN

REF. ARCH

CENTERLINEBEAM

SKYLIGHTPER ARCH

OUTSIDE FACEOF CHANNELS& CF STUDS

CONT. C6x8.2 TOP &BOTT. MITER CORNERS

C6x8.2 VERT.@ 5'-0" o.c.(MAX)

3/8" STIFF. PLATE @EACH C6 VERT. WITHS.C. BOLTS IN HORIZ.SLOTTED HOLES

WF BEAM -SEE PLAN

3/8" FULL DEPTHSTIFF. PLATE CONNX.

CLR1/2"3/16 2-12

3/16 2-12

ROOF DECK -SEE PLAN

CONT. L4x4x1/4

5" 1' - 3"

COL

REF. ARCH

CONT. 3/8" x 1'-2"PLATE


CAST STONE SILLPER ARCH


OUTSIDE FACEOF BRICK

INSIDE FACE OFCHANNEL & CFSTUDS

WINDOW FRAMINGBY OTHERS

CONT. CURVED C6x8.2REF. 10/S32-10 FORATTACHMENT TO COL

CURVED HSS BEAM- SEE PLAN. REF.10/S32-10 FORATTACHMENT TO COL


C6X8.2 VERT. @ 4'-0" o.c.(MAX) INFILL W/ 6" CF STUDS

SEE PLAN

CLR1/2"

REF. ARCH

COL

ROOF DECK- SEE PLAN

CONT. L3x3x1/4(CURVE @ CURVEDWALLS)

6" CF STUDS(REF. ARCH FORCURVED WALLS)

7 1/2x4x3/8 BENTPLATE (CURVE @CURVED WALLS)

(4) 3/4" DIA.BOLTS @ BEAM

(2) 3/4" DIA.BOLTS @ BEAM

WF BEAM -SEE PLANWF BEAM (CURVED

WHERE INDICATEDON PLAN) - SEE PLAN

COL

FULL DEPTH DBLANGLE CONNX.

WF BEAM -SEE PLAN

REF. ARCH FOREXTENT OFSTOREFRONT.

STOREFRONTPER ARCH

REF. ARCH

METAL DECK- SEE PLAN

REF. ARCH

REF. ARCH

C6x8.2 VERT.@ 48" o.c.

3/8" FULL DEPTH STIFF.PLATE @ 48" o.c.PROVIDE HORIZ. SLOTTEDHOLES W/ S.C. BOLTS(STIFF. PLATE TO BE PERP.TO WALL @ CURVED WALL)

CONT. C6X8.2 TOP & BOTT.(CURVE @ CURVED WALLS)

SEE PLAN

COL

REF. ARCH

SEE PLAN

REF. ARCH

CENTERLINESTEEL BEAM

METAL DECK- SEE PLAN

SLIDE CLIP@ EA STUD

6" CF STUDS


WF BEAM -SEE PLAN

3/16 2-12

3/16 2-12

CLR1/2"

CLR1/2"

SEE PLAN

REF. ARCH

REF. ARCH

COL


WINDOW FRAMINGPER ARCH

CONT. C6x8.2(CURVE @CURVED WALLS)

C6x8.2 POST@ EA BEAM

ROOF DECK- SEE PLAN

CONT. L3x3x1/4(CURVE @ CURVEDWALLS)7 1/2x4x3/8 BENT

PLATE (CURVE @CURVED WALLS)

(4) 3/4" DIA.BOLTS @ BEAM (2) 3/4" DIA.

BOLTS @ BEAM

WF BEAM -SEE PLANWF BEAM (CURVED

WHERE INDICATEDON PLAN) - SEE PLAN

A10

SEE PLAN

1' - 10" @ 10

1'-8 1/4" @ 10B7"


6" CF STUDS

ROOF DECK -SEE PLAN

WF BEAM -SEE PLANCONT. 1/4" x 7"

PLATEL3X3X1/4 KICKERTO TOP FLANGEOF ADJACENT BM@ 48" o.c. W/ 1/2"BOLT EA END

1/4" PLATE (TYP.@ EACH END)

ON PLAN

8" U.N.O.

COL


ADJACENT WALL- REF. ARCH

EXPANSION JT. - REF. ARCH)1/2" CLR (2" CLR @

3/8" STIFF. PLATE@ 48" o.c. ONLYREQ'D @ E.O.D.GREATER THAN 12"

COL

2' - 2"CLR1/2"

ROOF DECK- SEE PLAN

WF BEAM -SEE PLAN(TYP.)

1/2" PLATE TOP & BOTT. -WIDTH TO MATCH BEAMFLANGE ATTACH TO EA BM W/(4) 3/4" DIA. A325SC BOLT UTILITY ANGLE

@ EACH STUD

CONT. ROLLEDMC12 - SEE PLAN

UTILITY ANGLE@ EACH STUD

6" CF STUDSCONT. ROLLEDL4x3x1/4 (LLV)TOP & BOTT. REF. ARCH

REF. ARCH

T.O.S.14'-6"

5.1

SEE PLAN

WF BEAM -SEE PLAN

CONT. 1/4"PLATE

3" REF. ARCH

1' - 0"EDGE OF PLATE

OUTSIDE FACEOF CF



6" CF STUDS

ROOF DECK -SEE PLAN

CENTERLINEOF STEEL

WF BEAM -SEE PLAN

SLAB - SEE PLAN

CENTERLINEOF STEEL

EDGE OFSLAB

REF. ARCH

MC12X10.6 W/ 3/8"PLATE (ROLLED @CURVED EDGES) REF.ARCH DWGS

SEE ARCH

VARIES


3/8" STIFF. PLATE WHEREBENT PLATE EXTENDS MORETHAN 8" BEYOND WF BEAMFLANGE

3/16 2-6

REF. ARCH

REF. ARCHFOR RAILING.

3/16 2-6TYP.

2"

AM.8REF. ARCH

7"4"EDGE OF PLATEEDGE OF SLAB

& FACE OF CMU

8" CMU

3/8" BENT PLATE

WF BEAM -SEE PLAN

REF. ARCH

SLAB -SEE PLAN

3/16 2-6

CENTERLINEOF STEEL

DF

T.O.S. -SEE PLAN

CLR1/2"

REF. ARCH

REF. ARCHCENTERLINESTEEL BEAM

6" CF STUDS

SLIDE CLIP@ EA STUD

WF BEAM -SEE PLAN

LH BAR JST- SEE PLAN

1 1/2" ROOF DECK- SEE PLAN


3/16 2-12

3/16 2-12

D13

SEE PLAN

SEE PLAN

6"

1 1/2" ROOFDECK

3/8" FITTED STIFF.EA SIDE OF WEB@ HANGER


L4x4 HANGER COPEBEAM FLANGE AS REQ'D

(3) 3/4" DIA.A325N BOLTS

WF BEAM -SEE PLAN

1 1/2" ROOFDECK

DJ.2

SEE PLAN

3/4" CAP PLATEW/ (4) 3/4" DIA.A325N BOLTS

HSS COL -SEE PLAN

3/8" FITTED STIFF.PLATE BOTH SIDES

3/163 SIDES TYP.

1' - 4"4"

3/16

WF BEAM -SEE PLAN

CONT. L4x4x1/4

CENTERLINE BEAM

DJ

SEE PLAN

METAL PANEL(BY OTHERS)

1 1/2" ROOFDECK

MC12 -SEE PLAN

C12 - SEEPLAN


CLR2 1/2"

D14

CLR1/2"

REF. ARCH

6" CF STUDS

UTILITY ANGLE@ EACH STUD(TOP & BOTT.)

3/8" FITTED STIFF.ALIGN W/ ADJACENTBEAMS

FULL DEPTHSHEAR CONNX.

WF BEAM -SEE PLAN

1 1/2" ROOFDECK (E.O.D. 0")

CONT. 1/4" BENTPLATE (TOP & BOTT.)

3.8

SEE PLAN

CLR1/2"

ROOF DECK -SEE PLAN


WF BEAM -SEE PLAN

3/8" STIFF. PLATE@ 48" o.c. (MAX)

8" CMU

4

CF TRUSS- SEE PLAN

WF BEAM -SEE PLANREF. ARCH FOR

EAVE DETAIL.

HOLD DOWN PERTRUSS MANUF.

ROOF DECK- SEE PLAN

12REF.ARCH

REF. ARCH

SEE PLAN

CONT. 1/4"BENT PLATEREF. ARCH

4


CF TRUSS- SEE PLAN

WF BEAM -SEE PLANCONT. BOND

BM W/ (2) #4 CONT. L6X6X5/16ATTACH TO BEAM W/ 3/4" DIA.A325N BOLTS @ 48" o.c.ATTACH TO CMU W/ 3/4" DIA.EPOXY ANCHORS @ 32" o.c.(PROVIDE SLOTTED HOLES INVERT. LEG TO ALLOW FOR BEAMDEFLECTION)

ROOF DECK- SEE PLAN SEE PLAN

REF. ARCH

HOLD DOWN PERCF TRUSS MANUF.

12REF.ARCH

CONT. 1/4"BENT PLATEREF. ARCH

A10

1' - 8"

3"2"

1' - 10" 3"

CENTERLINEOF STL BM

EDGE OF PLATEEDGE OF PLATE


SHEATHINGPER ARCH

REF. ARCH FOR EXTENTSOF "BRICK PIER". EXTENDPLATE 3" ON EACH SIDEFOR DECK BEARING.

CONT. 1/2"PLATE

SEE PLAN

ROOF DECK- SEE PLAN

WF BEAM -SEE PLAN

6" CF STUDS

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

3/4" = 1'-0"

WOODBRIDGE ROAD

AJC JDM D6932.00

S32-09



FRAMING SECTIONS - AREA A, C &E


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

3/4" = 1'-0"S32-091 SECTION

3/4" = 1'-0"S32-092 SECTION

3/4" = 1'-0"S32-093 SECTION

3/4" = 1'-0"S32-094 SECTION

3/4" = 1'-0"S32-095 SECTION

3/4" = 1'-0"S32-096 SECTION

3/4" = 1'-0"S32-097 SECTION

3/4" = 1'-0"S32-099 SECTION

3/4" = 1'-0"S32-098 SECTION

3/4" = 1'-0"S32-0910/10B SECTION

3/4" = 1'-0"S32-0911 SECTION

3/4" = 1'-0"S32-0912 SECTION

3/4" = 1'-0"S32-0917 SECTION

3/4" = 1'-0"S32-0918 SECTION

3/4" = 1'-0"S32-0919 SECTION

3/4" = 1'-0"S32-0920 SECTION

3/4" = 1'-0"S32-0913 SECTION @ LOADING DOCK



3/4" = 1'-0"S32-0916 SECTION (CAFETERIA CANOPY)

3/4" = 1'-0"S32-0921 SECTION

3/4" = 1'-0"S32-0922 SECTION

3/4" = 1'-0"S32-0923 SECTION

3/4" = 1'-0"S32-0924 SECTION

A3A2.9

9" E.O.D.

8"1' - 6 1/4"9 3/4"

3' - 0"

WF BEAM -SEE PLAN

LOCKERROOM

GYM

BENT PLATE 12X4X1/4x 8" LONG @ 4' o.c.(4) 3/4" BOLTS TO BOTT.FLANGE W/ HORIZ. ADJUSTMENT

6" CMU

12" CMU. SEEPLAN FOR REINF.

GROUT COLLARJOINT SOLID

T.O.S.13'-4"

12" + 6"COMPOSITEWALL

(2) 3/4" THREADED RODIN EPOXY BY 8" LONG.PROVIDE VERT. SLOTIN ANGLE - SNUG TIGHTBURR THREADS.

HORIZ. JT. REINF.TO BE CONT. THRUCOLLAR JOINT.

1 1/2" ROOFDECK

A3A2.9

3' - 0"

8"1' - 6 1/4"9 3/4"

2' - 2 1/4"3/4" E.O.D.

T.O.S.12'-0"

REF. 1/32-10FOR ADD'L INFO.

GROUT COLLARJOINT SOLID

12" + 6" COMPOSITEWALL

12" CMU

HORIZ. JT. REINF.TO BE CONT. THRUCOLLAR JOINT.

GYM

1 1/2" ROOFDECK

CF TRUSSES

BOTT. CHORD BRACING@ 4' o.c. - FASTEN TOTRUSS AND STEEL BEAM

(2) 1/4" STIFF.@ EACH BENTPLATE

LOCKER ROOM

A3

3/4" DIA. EPOXY ANCHORx 6" EMBED @ EL. 12'-4"IN GROUTED CORES.SHIM AS REQ'D

2' -

2 1

/4"

8"

1' -

6 1

/4"

L6X4X3/8" x 8" LONGCENTERED ON STIFF.SHOP WELD ALL AROUNDTO COL AND STIFFENERS

W12 COL

3/8" FITTED STIFF.@ EL. 12'-0" (TYP.EA SIDE) AND EL.12'-8" [TYP. @ (8)INT. COLS OF GYM]

AG2' - 4"

SEE ARCH

1' - 6"CENTERLINESTEEL BEAM

6" CF STUDS@ 16" o.c. 1 1/2" ROOF DECK

WF BEAM -SEE PLAN

3/8" FULL DEPTHFITTED STIFF.

CONT. 3/8" x (MATCHWALL THICKNESS)BENT PLATE. STEPTO MATCH ROOFSLOPE.

8" (

@ L

OW

END

)

REF. ARCH

COL

ROOF DECK- SEE PLAN

WF BEAM -SEE PLAN

8" CMU


CONT. 3/8" BENT PLATE W/5/8" DIA. EPOXY ANCHORx 6" EMBED IN VERT. SLOTTEDHOLES

AM.8REF. ARCH1' - 1"

CLR1/2"

REF.ARCH

SEE PLAN

ROOF DECK - SEE PLAN

CONT. 1/4" BENTPLATE TOP & BOTT.

T.O.M.REF. ARCH


WF BEAM -SEE PLAN

FULL DEPTH 3/8"DBL ANGLE CONNX.

OUTSIDE FACEOF CF STUDS

SLIDE CLIP @EA STUD (TYP.)

6" CF STUDS

SHEATHINGPER ARCH

8" CMU

3'-8

" (M

AX)

CENTERLINESTEEL

7" INSIDE FACEOF CF

ATTACH TRACKW/ (2) 0.177" DIA.P.A.F. @ 16" o.c.

8

6"SEE PLAN

3/16

3/16TYP.

3/16

3/16

3/8" x 6" WIDE PLATE

WF BEAM -SEE PLAN

1/4" PLATEWELDED TOWT & WF BM

WT3x8

CNT. 1/4" BENTPLATE. SEEARCH DWG

ROOF DECK- SEE PLAN

ON

BEA

M5

1/2

" SEA

T

REF. ARCH

12REF.ARCH

6"

WF BEAM -SEE PLAN

ROOF DECK- SEE PLAN

12REF.ARCH

3/8" FULL DEPTHDBL ANGLE CONNX.


M.3

CLR1/2"

3/8" PLATE. MATCH FLANGEWIDTH & ATTACH TO EA BEAMW/ (2) 3/4" DIA. A325 BOLTS

CONT. L6X4X5/16(LLH)

6" CF STUDS


WINDOW FRAMINGPER ARCH

SHEATHINGPER ARCH

REF. ARCH FOREAVE DETAIL.


A

VARIESREF. ARCH

SEE PLAN

REF. ARCH

HSS COL -SEE PLAN

WF BEAM -SEE PLAN

REF. S32-07 FORTYPICAL MOMENTCONNX. DETAIL

ROOF DECK- SEE PLAN

CONT. CFBRIDGINGFOR DECKSUPPORT

CONT. 1/4" BENTPLATE - SEE ARCH

3 5/8" 18 GA CFOUTRIGGERS@ 2'-0" o.c.

CF TRUSS- SEE PLAN

CENTERLINECF WALL

PROVIDE W8X10 BRACINGBEAM FROM M12 TO W16ON COL LINE @ 5'-0" o.c.NOT SHOWN FOR CLARITY.

M BEAM - SEEPLAN (FOR SUPPT.OF GABLE WALL.REF. ARCH)

W14 CANT. FULLYWELDED TO COL

3/16

3/16

3/16TYP.

1/2" x 8" PLATE FITTEDTO PIPE COL (TYP.3)

ROLLED CHANNEL- SEE PLAN

3/4" DIA. A325 BOLT@ EA CHANNEL

11

S32-10

12

S32-10

5"INSIDE FACE OF CHANNELAND HSS BEAM

PIPE COL- SEE PLAN

ROLLED HSS BEAM- SEE PLAN

3/4" DIA. THRD STUDWELDED TO HSS BEAM@ EACH BEAM

3/8" STIFF. PLATE@ CENTERLINE

B1

BC

ROLLEDCHANNEL

3/4" DIA.BOLT1/2" PLATE

PIPE COL- SEE PLAN

B1

BC

ROLLEDHSS BM

PIPE COL- SEE PLAN

1/2" PLATE

3/16

A1REF. ARCH

REF. ARCH

CF TRUSS- SEE PLAN

WF BEAM -SEE PLAN

REF. ARCH FOREAVE DETAIL.

HOLD DOWN PERTRUSS MANUF.

ROOF DECK- SEE PLAN

12REF.ARCH

SEE PLAN

REF. ARCHFOR W.P.ELEV.

CONT. L6X6X5/16(REF. 23/S32-09)


6" CF STUDS W/ SLIP CONNX.NOTE: AT LOCKER ROOMCLERESTORY - HANG CFSTUDS FROM TRUSSES.

CONT. 12 GA DEEPSLIP TRACK (HANGER@ CLERESTORY WINDOWS)

CONT. 12 GA TRACK(@ WINDOW HEADS)

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

3/4" = 1'-0"

WOODBRIDGE ROAD

AJC API D6932.00

S32-10



FRAMING SECTIONS - AREA A, B, C& D


07-03-12

4 ADDENDUM #2 07-19-12

3/4" = 1'-0"S32-101 SECTION

3/4" = 1'-0"S32-101A SECTION

3/4" = 1'-0"S32-102 PLAN DETAIL

3/4" = 1'-0"S32-103 SECTION

3/4" = 1'-0"S32-104 SECTION

3/4" = 1'-0"S32-105 SECTION

3/4" = 1'-0"S32-106 SECTION

3/4" = 1'-0"S32-107 SECTION

3/4" = 1'-0"S32-108 SECTION

3/4" = 1'-0"S32-109 SECTION

3/4" = 1'-0"S32-1010 SECTION

3/4" = 1'-0"S32-1011 SECTION

3/4" = 1'-0"S32-1012 SECTION

3/4" = 1'-0"S32-1013 SECTION

A7A8 A6 A5 A4 A3.5 A3

HSS6X6X3

/8 HSS6X6X3/8HSS6X6X3/8

W14X43 + BOTT. C12x20.7

W14X43 + BOTT. C12x20.7

HSS6X6X3

/8 HSS6X6X3/8

HSS6X6X3/8

W18X35 (SLP)

W18X35 (SLP)

W18X35 (SLP)

W18X35 (SLP)

W30X99 BENT

S32-045

CURVED HSS12x4x3/16"+ CONT. BENT PLATECONNX. TO W12 COLPER PLAN NOTE.

HSS12x6x3/16"HSS20X12X1/2

HSS12x6x3/16"

(35k T or

C) (35k T or C) (35k T or

C) (35k T or C)

(5k T or C)(5k T or C)

(16k T or C)

HSS6X6X3/8 (8k T or C) (16k T or C)HSS6X6X3/8 (8k T or C)

F.F. 0'-0"

T.O.S. 9'-8"

T.O.S. 26'-6"

T.O.S. EAVE29'-1"

19' - 4" 18' - 0" 33' - 8" 18' - 0" 10' - 0" 9' - 4"

9

S32-04

8

S32-04

HSS4x4x1/4"HANGER

11

S32-04

13

S32-04

12

S32-04S32-04

14

18

S32-04

10

S32-04

W14X43 + C12x20.7 BOTT.W14X43 + BOTT. C12x20.7

W14X43 + BOTT. C12x20.7

W36X150 (21'-4")W18X76 (21'-4") W18X76 (21'-4")

FULL WELDEDMOMENT CONNX.

HSS12X6X1/4HSS12X6X1

/4

11

S32-05

6

S32-04

12" C

FST

UDS

S32-085

Sim

17

S31-02

TYP. @ BRACEDBAY COLS

SIM.

LOW INT. ROOF.SEE PLANS32-08

9Sim

REL'V BRICK PER 7A/S32-04 REL'V BRICK PER 7A/S32-04

CHIMNEY PLATFORM@ ELEV. 51'-4"

A8A5.6A3.5A3 A5.3 A5.9 A7.2

W14X22 (6)

W14X30 (26'-6")

W18X35 (30'-5")

W16X26

W14X30 (26'-6")

W14X22 (6)

W14X22 (SLP)

W24X55 (SLP)

W24X62 (SLP)

W14X22 (SLP)

W24X55 BENT

W14X22

W14X53 (26'-6")6" C

F ST

UD

S

.

.

6" C

F ST

UD

S

F.F. 0'-0"

T.O.S. 16'-2"

CHIMNEY PLATFORMAT ELEV. 51'-4"

FULLY WELDEDMOMENT CONNX.

A7A8 A5.6A6 A5 A4 A3.5 A3

W14X53 (TOP CHORD)

W14X22

2L6X4X1/2LLBB

2L5X3-1/2X3/8LLBB2L6X4X3/4LLBB

2L6X

4X1/

2LLB

B

2L5X3-1/2X3

/8LLBB

2L6X4X3/4LLBBHS

S6X6

X1/4

W14X61

W14X22

W14X53 (BOTTOM CHORD)

W14X53 (TOP CHORD)

W1

2X2

6

HSS4

X4

HSS4

X4

W1

2X2

6 W1

2X2

6

W1

2X2

6HS

S4X4

HSS4

X4W

12

X26

W1

2X2

6

140k (T) or 13k (C) 140k (T) or 11k (C)

9k (T) or 2k (C) 9k (T) o

r 2k (C

)

9k (T) or 27k (C) 9k (T

) or 2

7k (C

)

11

k (T

) or

4k

(C)

11

k (T

) or

4k

(C)

18k (

T) or

3k (

C)

18k (T) or 3k (C)

16k (T) or 110k (C)

16k (T) or 156k (C

)

16k (T) or 157k (C

)13k (T

) or 140k (C)

4k (T) or 30k (C

)

16k (T) or 156k (C)

16k (T) or 156k (C)

13k (T) or 138k (C)

4k (T) or 30k (C)

3k (T

) or

35k

(C)

2k

(T) o

r 6

k (C

)

2k

(T) o

r 6

k (C

)

3k (T

) or

35k

(C)

6

S32-05

S32-082

S32-083

S32-086

S32-084

S32-085

S32-081

NOTE: SEE S41-01 FORADD'L LOADS TO BE ADDEDTO W12X26 VERTICALS.

14' - 0" 14' - 0" 14' - 0"

(140k T; 13k C)

HSS6X6X1/4

HSS6X6X1/4

NOTES:1. CENTERLINE OF PURLINS TO ALIGN WITH PANEL POINTS @ CENTERLINE. T.O.S. TO MATCH TRUSS.2. EQUALLY SPACE PURLINS BETWEEN PANEL POINTS U.N.O.

T.O.S. @ TRUSSW.P. = 56'-9"

1

S41-03

A8A3.5A3 A5.3 A5.9 A7.2

W14X22 (SLP)

W21X44 (SLP)

W18X35 (BENT)

W21X44 (SLP)

W14X22 (SLP)

W12X535k (T or C)HSS6X6X5/16

5k (T or C)

HSS6

X6X5

/16

5k (T

or C

)

HSS6

X6X5

/16

5k (T

or C

)

W14X43

12k (T)

W18X35 (30'-5")

W14X53

W16X26 (16'-2")

W14X43

W21X44 (28)

HSS6X6X5/16

20k (T or C)

HSS6X6X5/16

HSS6X6X5/16

20k (T or C)

20k (T or C)

10k (T)HSS6X6X5/16

HSS6X6X5

/16

HSS6X6X5

/16

28k (C) o

r 11k (T

)

28k (C) o

r 11k (T

)28k (C) or 11k (T)

W18X354k (T or C)

13k (T or C)

HSS6X6X5/162k (T or C)



W14X53W14X30

W14X22 (6)W27X84 (26)

F.F.0'-0"

T.O.S.16'-2"

T.O.S.26'-6"

T.O.S.29'-1"

17

S32-02

SIM.TYP. @BRACEDBAY COLS

17

S32-02

SIM.

S32-085

Sim

S32-089

6" C

FST

UDS

FULL WELDEDMOMENT CONNX.

A5.6A3.5 A5.3

W16X31 (SLP)

W16X26 (SLP)

W16X31 + CONT. C12X20.7 (35'-0")

W16X26 + CONT. C12X20.7 (35'-0")

W16X26 (16'-2")W27X84 (16'-2")

HSS6X6X5/16

HSS6

X6X5

/16

HSS6

X6X5

/16

HSS6

X6X5

/16

HSS6X6X5/16 HSS6

X6X5

/16

12k (C) or 8k (T) 12k (

C) o

r 8k (

T)

12k (

C) o

r 8k (

T)

20k (

C)

20k (C)20

k (C)

17' - 4"33' - 0"

REL'V BRICK PER 17B/S23-04

F.F.0'-0"

6" C

FST

UDS

S32-085

Sim

S32-089

Sim

17

S31-02

SIM.

(TYP. @ BRACEDBAY COLS)

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

1/8" = 1'-0"

WOODBRIDGE ROAD

AJC API D6932.00

S41-01



FRAMING AND TRUSS ELEVATIONSAREA B

1/8" = 1'-0"S41-011 End Wall 'XB-AB'

1/8" = 1'-0"S41-012 End Wall 'XB-AG'


3-28-12


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

1/8" = 1'-0"S41-013 Gym Truss Elevation

1/8" = 1'-0"S41-014 'XB-AE.8'

1/8" = 1'-0"S41-015 'XB-AJ'

DFDA DGDEDB.5

W14X30 (30'-2")

W16X26 (24'-2")

W14X30 (30'-2")

W16X26 (24'-2")

W14X30 (30'-2") W14X30 (30'-2")

T.O.S. 30'-2"

T.O.S. 24'-2"

EAVE T.O.S.31'-10"

21' - 5 1/2" 24' - 5 1/2" 26' - 7" 19' - 4"

W18X50 (SLP)


W18X50 (SLP)

F.F. 0'-0"

DBL L5X3X3/8 (LLBB)30k (T)


T.O.S. 13'-8" HSS10X6X1/2 (13'-8") HSS10X6X1/2 (13'-8")HSS10X6X1/2 (13'-8") HSS10X6X1/2 (13'-8")

DF DADG DE DB.5

EAVET.O.S.31'-10"

T.O.S.28'-0"

21' - 5 1/2"24' - 5 1/2"26' - 7"19' - 4"

T.O.S.13'-8"

W14X30 (30'-2") W14X30 (30'-2") W14X30 (30'-2")W14X30 (30'-2")

HSS10X6X1/2 (13'-8") HSS10X6X1/2 (13'-8")

HSS6X6X5/16 HSS6X6X5/16





W18X50 (SLP)


W18X50 (SLP)

F.F.0'-0"

14

S32-03

HSS10X6X1/2 (13'-8") HSS10X6X1/2 (13'-8")

D7 D6 D3D4D5 D2

24' - 0" 24' - 2" 24' - 2" 24' - 2" 24' - 0"

HSS10X6X1/2 (13'-8") HSS10X6X1/2 (13'-8") HSS10X6X1/2 (13'-8") HSS10X6X1/2 (13'-8") HSS10X6X1/2 (13'-8")

W16X26 (31'-10") W18X50 (31'-10") W16X26 (31'-10") W16X26 (31'-10") W16X26 (31'-10")



T.O.S.13'-8"

EAVE T.O.S.31'-10"

F.F.0'-0"

5

S32-05

4

S32-05

3

S32-05

W14X30 (30'-2") W14X30 (30'-2") W14X30 (30'-2") W14X30 (30'-2") W14X30 (30'-2") T.O.S.30'-2"

D4.4D4.8

D7D6D3 D4 D5D2 D2.6

W16X26 (12'-0")

HSS8X4X5/16 (13'-8") HSS8X4X5/16 (13'-8") HSS8X4X5/16 (13'-8") HSS8X4X5/16 (13'-8")

W18X50 (31'-10")W16X26 (31'-10")W16X26 (31'-10")W16X26 (31'-10") W16X26 (31'-10")EAVE T.O.S.

31'-10"

T.O.S. 13'-8"



24' - 0"24' - 2"24' - 2"24' - 2"24' - 0"

F.F.0'-0"

12

S32-03

T.O.S. 30'-2" W14X30 (30'-2")W14X30 (30'-2")W14X30 (30'-2")W14X30 (30'-2")W14X30 (30'-2")

T.O.S. 12'-0"

D4.4 D4.8

HSS4X4X3/8HANGER

W10X26(10'-0")

S41-026

S41-027

DFDA DGDEDB.5

W14X61 (TOP CHORD)

W14X61 (TOP CHORD)

W14X34 (BOTT. CHORD)

2L6X4X1/2LLBB 2L5X

3X3

/8LL

BB

2L6X4X1/2LLBB

2L5X

3X3

/8LL

BB 2L6X4X1/2LLBB

2L5X

3X3

/8LL

BB 2L6X4X1/2LLBB

2L5X

3X3

/8LL

BB

2L6X

4X1/

2LLB

B

2L5X

3X3

/8LL

BB

2L6X

4X1/

2LLB

B

2L5X

3X3

/8LL

BB

2L6X4X1

/2LLBB

2L5X

3X3

/8LL

BB

2L6X4X1/2LLBB

10' - 8" 10' - 9 1/2" 11' - 5 1/2" 13' - 0" 13' - 0" 11' - 6" 10' - 9" 10' - 8"

T.O.S. 30'-2"

AUD. EAVET.O.S. 31'-10"S32-05

21

S32-0522

87k (C) 87k (C)

20

k (C

)8k (C

)8k (C

)38

k (C

)

8k (C

)

8k (C

)

20

k (C

)

74k (T) 74k (T)

11k (T)

12k (T)

11k (T)12

k (T)

24k (T) 24k (

T)

87k (T)

D6

PLATE 3/4"

1/4 1/4

MIN. 3/4" DIA. A325BOLT. QTY AS REQ'DBY CONNX. DESIGN

ALIGNCENTROIDS

DBL ANGLEDIAG. BRACE

HSS BEAM

COL - SEEPLAN

3/16

3/16

PLATE 3/4"

DBL ANGLEDIAG. BRACE

MIN. 3/4" DIA. A325BOLT. QTY AS REQ'DBY CONNX. DESIGN

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

As indicated

WOODBRIDGE ROAD

AJC FMY D6932.00

S41-02



FRAMING AND TRUSS ELEVATIONSAREA F


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

1/8" = 1'-0"S41-021 Elevation @ Line D2

1/8" = 1'-0"S41-022 Elevation @ Line D7

1/8" = 1'-0"S41-023 Elevation @ Line DA

1/8" = 1'-0"S41-024 Elevation @ Line DG

1/8" = 1'-0"S41-025 Elevation @ Auditorium Truss

3/4" = 1'-0"S41-026 AUDITORIUM BRACING CONNX.

3/4" = 1'-0"S41-027 DOUBLE ANGLE BRACE CONNX.

AD.9AD.2AB AE.8AD.6

SEE PLAN FOR IN PLANE DIAG. BRACING


SEE PLAN FOR INPLANE DIAG. BRACING


W14 (TYP.)W18X35 (HI) PLUMB

W12X40 W12X40

2L4X3

X1/4LLB

B

(TYP.

DIAG.)

2L4X

3X1

/4LL

BB

2L4X

3X1

/4LL

BB

2L4X

3X1

/4LL

BB

2L4X

3X1

/4LL

BB

W1

2

W1

2

W1

2

DBL L5X3 1/2X5/16@ 45 DEGREE (TYP.4)7

S32-08

21

S32-05 SIM. - USE CURVEDGUSSET PLATES

S41-032

W18X35 (HI) PLUMB

W12X40 (LOW) PLUMBW12X40 (LOW) PLUMB

AD.9AD.2AB AE.8AD.6

W18X35 (HI)

W12X53 (LOW) PLUMB

W12X53W12X53

W1

2

W1

2

W1

2

SEE PLAN IN PLANE DIAG. BRACING

SEE PLAN IN PLANE DIAG. BRACING

SEE PLAN IN PLANEDIAG. BRACING

SEE PLAN IN PLANEDIAG. BRACING

2L5X

3-1/

2X5/

16LL

BB

2L6X

4X1

/2LL

BB

2L6X

4X1

/2LL

BB

(TYP.

DIA

G.)

7

S32-08

21

S32-05SIM. - USE CURVEDGUSSET PLATES

S41-032

Sim

W14W18X35 (HI)

W12X53 (LOW) PLUMB

AD.9AD.2AB AE.8AD.6





W1

2

W14 (TYP.)

W12X53 (LOW) PLUMB

W12X53W12X53

W1

2

W1

2

DBL L5X3 1/2X5/16@ 45 DEGREE (TYP.4)W18X35 (HI)

W14

W18X35 (HI)

W12X53 (LOW) PLUMB


SLIDE CLIP

3" ROOF DECK

CONT. BENT PLATE

PLUMB PURLIN

PLUMB BEAM

CONT. 3/8" PLATE

3" ROOF DECK

REF. ARCH

STIFF. @ 4' o.c.

CONT. 6x4x5/16 LLH

AD.6

W14 BOTT. CHORD

W12W12

MIN. (3) 3/4" DIA.A325 BOLTS (TYP.)

W12 WEB

W12W12

W14 TOPCHORD

FULL DEPTHDBL ANGLECONNX.

DBL ANGLEBRACING (TYP.)

POST UP

NOTE: CENTERLINEOF ALL MEMBERSTO COINCIDE.

INC.


P R O J E C T





DRAWING TITLE:


DATE:

SCALE:

DRAWING NUMBER:

CIVIL ENGINEER

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER






07-19-12

As indicated

WOODBRIDGE ROAD

AJC API D6932.00

S41-03



GYM TRUSS BRACING ELEVATIONS


6-14-12


07-03-12

4 ADDENDUM #2 07-19-12

1/8" = 1'-0"S41-03E1

TRUSS BRACING ELEVATION (@TWO END PANELS)

1/8" = 1'-0"S41-03E2

TRUSS BRACING ELEVATION (@TWO CENTER PANELS)

1/8" = 1'-0"S41-03E3

TRUSS BRACING ELEVATION (@CENTER DORMER POST)

3/4" = 1'-0"S41-031 SECTION

CONNECTION DESIGN NOTES:1. DESIGN ALL DIAGONAL CONNECTIONS FOR 25k TENSION.2. DESIGN ALL HORIZONTAL STRUTS FOR 18k COMPRESSION.3. DESIGN ALL VERTICAL CONNECTIONS FOR 18k COMPRESSION IN ADDITION TO LOADS SHOWN ON 3/S4-01.4. ORIENT DOUBLE ANGLES LLBB.5. ALL GUSSET PLATES TO BE MIN. 1/2" AND CURVED.6. REF. NOTES ON DRAWING S32-08 FOR ADD'L CRITERIA.

3/4" = 1'-0"S41-032 SECTION

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