fresno ph 4 struct.pdf · design notes design data code wind design basic wind speed general bldg....

DESIGN NOTESDESIGN DATA

CODE

WIND DESIGNBASIC WIND SPEEDGENERAL BLDG. IMPORTANCE FACTORREFRIG. MACH. RM. IMPORTANCE FACTORENCLOSURE CLASSIFICATIONEXPOSUREBLDG. CATEGORYINTERNAL PRESSURE COEFFICIENT

2016 CALIFORNIA BUILDING CODE

110 MPH (ULTIMATE)1.01.15ENCLOSED BUILDINGCII±0.18

COMPONENTS & CLADDING w/ IMPORTANCE FACTOR = 1.0 (ULTIMATE)

AREASQ.FT. ZONE 1 ZONE 2 ZONE 3 ZONE 1 2 & 3

ROOF (GROSS, PSF)

10.0020.0050.00

100.00

-34.8-33.9-32.7-31.9

-58.4-52.2-44.0-37.8

-87.9-72.9-52.8-37.8

+14.2+13.3+12.1+11.2

AREASQ.FT. ZONE 4 ZONE 5 ZONE 4 & 5

WALLS (GROSS, PSF)

10.0020.0050.00

100.00500.00

-34.5-33.0-31.3-29.8-26.6

-42.5-39.5-36.0-33.0-26.6

+32.0+30.4+28.6+27.1+23.9

EDGE DISTANCE, a = 22'-0" UNO (FREEZER), 6'-0" (DOCK & TEMP.RM).

MATERIALSWIDE FLANGE STEELCHANNELS, ANGLES & PLATESRECTANGULAR STRUCTURAL TUBINGSTANDARD PIPEHIGH STRENGTH BOLTSC.I.P. ANCHOR RODSPOST-INSTALLED ANCHOR RODS

SAG RODSSTEEL JOISTS & JOIST GIRDERSMETAL ROOF DECK

METAL FLOOR DECKWELDING ELECTRODESRIGID UNDER FLOOR INSULATIONRIGID INSULATION BLOCK(LAST-A-FOAM R9330)STEEL GRATINGRAISED PATTERN FLOOR PLATE

A572 OR A992 (50 KSI)A36 (36 KSI)A500 GRADE B (46 KSI) OR GRADE C (50 KSI)A53 GRADE BA325N, A325TCHEAVY HEX HEAD F1554 GRADE 36 and GRADE 55 (REF. S0004)ASTM A193 GRADE B7 W/ COATING AS SPECIFIED IN ESR-2322OR ESR-3187 OR ESR-3814. POST-INSTALLED ANCHORSREQUIRE ENGINEER’S APPROVAL PRIOR TO USEA36 BAR WITH THREADED ENDSS.J.I.1 1/2”, TYPE B, Fy=33 ksi, GALV. G60(20 GA DECK UNLESS NOTED OTHERWISE, REF. S6001) 3", TYPE N, Fy= 33 ksi , 22GA(OFFICE ENTRANCE)1.0C, 22GA., Fy=60 ksiE70XXMIN. COMPRESSIVE STRENGTH = 25 PSIMIN. COMPRESSIVE STRENGTH = 1000 PSI

1 1/2”x3/16” GW (19W4) GRATING, GALV. STEEL, NAAMMA786

CONCRETE (28 DAYS)FOOTINGSPIERSWEAR SLAB/SLAB-ON-GRADEELEVATED SLABSSUB-SLABPRECAST/PRESTRESSED CONCRETETILT-UPALL OTHER CONCRETEREINFORCING STEELHEADED STUDSWELDED WIRE FABRICCOMPOSITE STUDSDEFORMED BAR ANCHORS (DBA)STRANDADHESIVE ANCHORING

3000 PSI3000 PSI4000 PSI3000 PSI3000 PSI5000 PSI (MIN.)4000 PSI (2500 PSI @ 7 DAYS)3000 PSIA615 GRADE 60A108A185SIZE AS NOTED ON DRAWINGS MEETING AWSD1.1A496UNCOATED, ASTM-416 GRADE 270HILTI HIT-RE 500 V3 ADHESIVE ANCHOR SYSTEM (ICC ESR-3814)HILTI HIT-RE 500-SD ADHESIVE ANCHOR SYSTEM (ICC ESR-2322)HILTI HIT-HY 200 ADHESIVE ANCHOR SYSTEM (ICC ESR-3187)

MASONRYCONCRETE MASONRY UNIT (CMU)NET AREA ASSUMED; AnMORTARGROUTJOINT REINFORCEMENTSCREW ANCHORADHESIVE ANCHORING

C90, f’m = 1500 PSIFACE SHELL BEDDING NCMA-TEK 141AC270 TYPE M OR S BELOW GRADE, TYPE N OR S ABOVE GRADEC476 2000 PSIW1.7 OR 0.148” DIA.SIMPSON STRONG-TIE TITEN HD SCREW ANCHOR (ICC ESR-1056)HILTI HIT-HY 70 ADHESIVE ANCHOR SYSTEM (ICC ESR-2682)

ERECTIONALL STRUCTURAL COMPONENTS SHALL BE ERECTED WITHIN THE TOLERANCES SET FORTH BY AISC 303 "CODE OF STANDARDPRACTICE FOR STEEL BUILDINGS AND BRIDGES".

MAINTENANCE ANDOFFICE MEZZANINES

EARTHQUAKE DESIGNOCCUPANCY CATEGORYSITE CLASSIMPORTANCE FACTORSPECIAL RESPONSE ACCELERATION

SPECTRAL RESPONSE COEFFICIENTS

SEISMIC DESIGN CATEGORYRESPONSE MODIFICATION FACTOR (R)

SOIL BEARING CAPACITY

II (MAIN BLDG), III (MACHINE ROOM)?1.0 (MAIN BLDG), 1.25 (MACHINE ROOM)Ss = 0.651S1 = 0.261SDs = 0.555SD1 = 0.327D3.25: ORDINARY STEEL CONCENTRICALLY BRACED FRAMES(BLDG. HGT. < 60' & ROOF DL < 20PSF)5.5: SPECIAL REINFORCED MASONRY SHEAR WALLS6.0: SPECIAL REINFORCED CONCRETE SHEAR WALLSqall. = 3000 PSF (DL + LL)??GEOTECH COMPANY NAME????ADDRESS????REPORT NUMBER AND DATE??

LIVE LOADSROOFPENTHOUSE FLOORSMAINTENANCE MEZZANINEOFFICE MEZZANINESSTAIRS AND LANDINGSHANDRAIL / GUARDRAIL

INTERIOR WALLS

20 PSF (WITH TRIBUTARY REDUCTIONS PER CODE)40 PSF125 PSF100 PSF (REDUCIBLE)100 PSFCONTROLLING OF 50 PLF OR 200 LB. POINT LOADLOCATED TO CAUSE MAXIMUM STRESS5 PSF

ROOF DEAD LOADS (PSF)

FREEZER/DOCK/TEMPERING RM.

PENTHOUSEFLOOR

REFRIG. ROOM

SINGLE PLYROOF MEMBRANEROOF INSULATIONMETAL ROOF DECKROOF STEELCOLLATERAL(REF. NOTE 2)CEILING/FLOOR PL.TOTAL

1.0

2.02.05.06.0

-16.0

-

-2.09.04.0

6.021.0

1.0

2.02.05.0

25.0

-35.0

NOTES1. PIPING HEAVIER THAN 40 PLF SHALL BE ACCOUNTED FOR INDEPENDENT OF UNIFORM LOADS AS

ADDITIONAL LINE/POINT LOADS ON ROOF MEMBERS (REF. FRAMING PLANS)2. COLLATERAL LOAD INCLUDES MECH/ELEC/PLUMBING/SPRINKLER (OTHER THAN LARGE EQUIPMENT

AND PIPING AS INDICATED IN NOTE 1 ABOVE)

ELEVATED SLABDEAD LOADS (PSF)CONCRETE + DECKJOIST/JOIST GIRDER/BEAMCOLLATERALTOTAL

43.04.08.0

55.0

(MAX.) (MIN.)

0.5

1.02.04.02.5

-10.0

-

-2.08.02.0

6.016.0

(MAX.) (MIN.)

0.5

1.02.05.08.5

-17.0

DEFERRED SUBMITTAL DOCUMENTSFABRICATION DRAWINGS AND CALCULATIONS (SIGNED AND SEALED BY A PROFESSIONAL ENGINEER IN THE STATE THE PROJECT IS BEINGCONSTRUCTED), AS NOTED BELOW, SHALL BE SUBMITTED FIRST TO THE ENGINEER OF RECORD FOR REVIEW FOLLOWED BY THE PERMITTINGAGENCY PRIOR TO FABRICATION FOR THE FOLLOWING ITEMS.1. STRUCTURAL STEEL (SIGNED AND SEALED CONNECTION CALCULATIONS)2. STEEL JOISTS AND JOIST GIRDERS (SIGNED AND SEALED CALCULATIONS)

INSULATED METAL PANEL (IMP)1. INSULATED METAL PANEL (IMP) MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR PANEL STRENGTH

AND ATTACHMENT TO CONCRETE, METAL DECK, STEEL, ETC... (FASTENING PATTERNS)MAXIMUM DEFLECTION = L/180 (EXT. WALL), L/120 (INT. WALL).

2. DESIGN WIND PRESSURE SHALL BE BASED ON PRESSURES RELATED TO A TRIBUTARY AREA OF 20 SQ. FT. LISTED IN THE COMPONENTS AND CLADDING TABLE ON THIS DRAWING.

1.0

2.02.05.0

10.5

-20.0

(MAX.) (MIN.)

0.5

1.02.03.04.0

-10.5

MECH/ELECT ROOMS

OFFICE/WELFARE

1.0

2.02.04.04.0

2.015.0

0.5

1.02.03.02.0

1.09.5

(MAX.) (MIN.)(MAX.) (MIN.)

FOR FREEZER BUILDING

AREASQ.FT. ZONE 1 ZONE 2 ZONE 3 ZONE 1 2 & 3

ROOF (GROSS, PSF)

10.0020.0050.00

100.00

-30.7-29.9-29.4-28.1

-51.5-46.0-38.7-33.3

-77.5-64.2-46.5-33.3

+12.7+11.7+10.7+9.9

FOR OFFICE & WELFARE AREAS

FOR FREEZER BUILDING

AREASQ.FT. ZONE 4 ZONE 5 ZONE 4 & 5

WALLS (GROSS, PSF)

10.0020.0050.00

100.00500.00

-30.4-29.1-27.6-26.3-23.4

-37.4-34.8-31.7-29.1-23.4

+28.1+26.8+25.2+23.9+21.1

EDGE DISTANCE, a = 11'-0" UNO

FOR OFFICE & WELFARE AREAS

PENTHOUSEROOF

1.0

2.02.05.06.0

-21.0

0.5

1.02.04.02.5

-16.0

(MAX.) (MIN.)

REINFORCED CONCRETE NOTES1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318, "BUILDING CODE REQUIREMENTS FOR

REINFORCED CONCRETE".

2. ALL CONCRETE PLACED SHALL BE VIBRATED BY MECHANICAL VIBRATORS.

3. COMPLETE FABRICATION AND PLACING DRAWINGS FOR REINFORCING STEEL SHALL BE SUBMITTEDFOR APPROVAL. NO FABRICATION MAY BEGIN UNTIL SHOP DRAWINGS ARE COMPLETED AND APPROVED.

4. LAP SPLICES FOR REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318. SPLICES SHALL BEAS CALLED FOR IN THE LATEST EDITION OF THE CRSI "MANUAL OF STANDARD PRACTICE".

5. REINFORCING OF ALL CONCRETE MEMBERS SHALL HAVE THE FOLLOWING CLEAR CONCRETE COVER:

COVER (INCHES)

3

21 1/2

1 1/23/4

MEMBERS

CONCRETE CAST AGAINST ANDPERMANENTLY EXPOSED TO EARTH:

CONCRETE EXPOSED TO EARTH ORWEATHER:

#6 BARS THROUGH #18 BARS#5 BARS OR SMALLER

CONCRETE NOT EXPOSED TO WEATHEROR IN CONTACT WITH EARTH:

SLAB AND WALLS:

#14 AND #18 BARS#11 BARS AND SMALLER

6. THE CONTRACTOR SHALL PROVIDE ADEQUATE SUPPORT FOR REINFORCING TO ENSURE THEREINFORCEMENT REMAINS IN ITS INTENDED POSITION WHEN CASTING CONCRETE. THE SUPPORTSHALL BE CONSTRUCTED OF A TYPE THAT WILL NOT DAMAGE THE VAPOR BARRIER BELOW.

7. SPLICE WELDING OF REINFORCING STEEL SHALL BE DONE IN STRICT ACCORDANCE WITH THEAMERICAN WELDING SOCIETY "REINFORCING STEEL WELDING CODE". PREHEATING OF THEREINFORCING SHALL BE BASED ON THE CARBON EQUIVALENCY DETERMINED FROM REINFORCINGMILL REPORTS. GRADE 40 REINFORCING SHALL BE WELDED WITH E90XX LOW HYDROGENELECTRODES.

8. MANUAL WELDING OF REINFORCING BARS FOR EMBEDS IS NOT ALLOWED.

9. SAWN JOINTS IN SLABS-ON-GRADE SHALL SHALL BE CUT AS SOON AS POSSIBLE AFTER THE CONCRETEHARDENS. JOINTS CAN BE CUT WITH A POWER BLADE WITHIN 4 TO 12 HOURS AFTER THE SLAB HAS BEENCAST AND FINISHED. JOINTS MUST BE CUT AS SOON AS THE CONCRETE IS FIRM ENOUGH NOT TO BETORN OR DAMAGED BY THE BLADE. THE CONCRETE IS HARD ENOUGH WHEN THE BLADE DOES NOTDISLODGE ANY AGGREGATE AND WHEN THE EDGES OF THE CUT DO NOT RAVEL.

10. CONTROL JOINTS IN ALL FOUNDATION AND RETAINING WALLS SHALL BE PLACED NOT MORE THAN 15'-0"APART AND SHALL BE 3/4" V-CHAMFERED ON BOTH SIDES, UNLESS NOTED OTHERWISE. EXPANSIONJOINTS SHALL BE LOCATED AS NOTED ON THE PLANS. SEE TYP. DETAIL SHEET.

11. CHAMFER EXPOSED CONCRETE EDGES 3/4".

12. CONCRETE WALLS SHALL BE REINFORCED AROUND ALL OPENINGS WITH 2~#5 BARS ON ALL SIDES ANDEXTENDED 2'-0" BEYOND OPENING UNLESS NOTED OTHERWISE.

13. THE LONGITUDINAL REINFORCING STEEL IN BOND BEAMS, WALLS AND FOOTINGS SHALL BE CONTINUOUSAROUND CORNERS. SEE TYP. DETAIL SHEET.

14. THE CONCRETE MIX DESIGNS ARE THE RESPONSIBILITY OF THE SUPPLIER. MIX DESIGNS SHALL BEREVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO CONCRETE PLACEMENT.

15. A MIX DESIGN SHALL BE PROVIDED FOR EACH TYPE OF CONCRETE. THE MIX DESIGNS SHALL CLEARLYINDICATE ALL MATERIALS USED IN THE MIX, THE TYPE (USE) OF THE CONCRETE MIX, AND ALL MIXBACK-UP, DATA, TO INCLUDE BUT NOT LIMITED TO, THE COMPRESSIVE STRENGTH BREAK DATA FOREACH MIX BEING SUBMITTED, FINE AND COARSE AGGREGATE GRADATIONS, AND ALL ADMIXTURES.

16. THE USE OF FLY ASH IS PROHIBITED IN ANY EXPOSED MEMBERS. FLY ASH SHALL BE ALLOWED INFOUNDATIONS AND SUB-SLABS UPON ENGINEER'S APPROVAL. CONCRETE MIX DESIGNS SHALL BESUBMITTED AND APPROVED PRIOR TO CASTING ANY CONCRETE.

17. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE 1. MILL CERTIFICATE SHALLSHOW TOTAL ALKALINE CONTENT NOT EXCEEDING 0.6%.

18. CONCRETE SHALL HAVE A MAXIMUM SLUMP = 4±1" UNLESS APPROVED BY ENGINEER.

19. THE MIX SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. TROWEL FINISHED INTERIOR SLABSSUBJECTED TO VEHICULAR TRAFFIC SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.53.

20. ALL INTERIOR TROWEL FINISHED SLABS, SUBJECTED TO VEHICULAR TRAFFIC, SHALL HAVE A MAXIMUMENTRAPPED AIR CONTENT OF 3%.

21. WATER SHALL BE POTABLE, CLEAN AND FREE FROM OILS, ACIDS, SALTS AND OTHER DELETERIOUSSUBSTANCES.

22. ALL EXPOSED EXTERIOR CONCRETE, SUBJECTED TO FREEZE/THAW CYCLES, SHALL ACHIEVE AN AIRCONTENT OF 6% ± 1.5.

23. WATER REDUCING AGENTS SHALL CONFORM TO ASTM C494.1

24. AIR ENTRAINING AGENTS SHALL CONFORM TO ASTM C260.

25. AGGREGATE SHALL CONFORM TO ASTM C33. COARSE AGGREGATE SHALL BE CRUSHED ROCK ORCRUSHED GRAVEL AND SHALL BE GRADED FROM 1 1/2" TO A NO. 4 SIEVE FOR WALLS AND SLABS. ALARGER AGGREGATE, GRADED FROM 2" TO NO. 4 SIEVE FOR FOUNDATIONS IS ACCEPTABLE. COMBINEDAGGREGATE GRADATION SHALL BE 8% TO 18% RETAINED ON EACH SIEVE BELOW THE TOP SIZE ANDABOVE THE NO. 100 SIEVE.

26. AGGREGATES SHALL BE TESTED FOR SOUNDNESS IN ACCORDANCE WITH ASTM C88 AND FOR POTENTIALREACTIVITY IN ACCORDANCE WITH ASTM C289. AGGREGATES USED FOR SLABS SHALL BE CONSIDEREDINNOCUOUS WHEN TESTED IN ACCORDANCE WITH ASTM C289.

27. ALL CONCRETE TESTING SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY AND INACCORDANCE WITH ALL APPLICABLE ASTM SPECIFICATIONS.

28. SAMPLE EACH TYPE/CLASS OF CONCRETE AT A RATE OF NOT LESS THAN ONE PER DAY NOR LESS THANONE PER 100 CU. YD. NOR LESS THAN ONE FOR EACH 5,000 SQ. FT. OF SURFACE AREA FOR SLABS ANDWALLS (REF ACI 318, 5.6). IF TOTAL VOLUME OF CONCRETE IS SUCH THAT FREQUENCY OF TESTINGREQUIRED WOULD PROVIDE LESS THAN 5 STRENGTH TESTS FOR A GIVEN CLASS OF CONCRETE, TESTSSHALL BE MADE FROM AT LEAST 5 RANDOMLY SELECTED BATCHES OR FROM EACH BATCH IF FEWERTHAN 5 BATCHES ARE USED.

29. EACH SAMPLE SHALL BE TESTED FOR, AS A MINIMUM, SLUMP, AIR CONTENT, TEMPERATURE, UNITWEIGHT, AND COMPRESSIVE STRENGTH.

30. COMPRESSIVE STRENGTH TESTS SHALL BE AS FOLLOWS: 1 CYLINDER SHALL BE TESTED @ 7 DAYSAFTER POUR, 2 CYLINDERS SHALL BE TESTED @ 28 DAYS AFTER POUR AND 1 CYLINDER SHALL BE HELDIN RESERVE.

31. FLOOR FLATNESS, F(F) AND FLOOR LEVELNESS, F(L) SHALL BE TESTED IN ACCORDANCE WITH ASTM E1155.ACTUAL OVERALL F-VALUES SHALL BE CALCULATED USING THE INFERIOR/SUPERIOR AREA METHOD.A.) OFFICE AREA SLABS:

OVERALL F(F) 25, F(L) 20 WITH MIN LOCAL F(F) 18 AND F(L) 15B.) RACK STORAGE, DOCKS, FORKLIFT TRAFFIC AREA SLABS:

OVERALL F(F) 35, F(L) 25 WITH MIN LOCAL F(F) 24 AND F(L) 18C.) REFRIG, ELECTRICAL, BOILER ROOM SLABS AND ALL SLABS NOT SPECIFIED ABOVE:

OVERALL F(F) 20, F(L) 15 WITH MIN LOCAL F(F) 14 AND F(L) 10D.) ELEVATED SLABS:

OVERALL F(F) 20 WITH MIN LOCAL F(F) 14E.) SLABS SUPPORTING TANKS AND SPECIALTY EQUIPMENT

REFERNCE EQUIPMENT DWGS FOR SPECIAL REQUIRMENTS RELATED TO FLATNESS AND LEVELNESS.

32. PROVIDE A STANDARD TROWEL FINISH ON ALL SUB-SLABS UNLESS OTHERWISE INDICATED.

33. ALL NEW SLABS SHALL PREFERABLY BE WET CURED FOR A MINIMUM OF 7 DAYS, AS APPLICABLE. REF.NOTES 36 AND 37 FOR ALTERNATE CURING METHODS.

34. FLOOR JOINTS AS INDICTED ON DESIGN DRAWINGS OR PROPRIETARY SLAB DRAWINGS.ALL JOINTS SHALL BE AIR CLEANED AND FILLED WITH JOINT FILLER AS INDICATED BELOW:WEAR SLAB IN AMBIENT AREAS: SPAL-PRO RS 88 BY METZGER-McGUIRE (33ºF OR HIGHER)WEAR SLAB IN FREEZER AND COOLER: SPAL-PRO RSF BY METZGER-McGUIRE (32ºF OR LOWER)WEAR SLAB IN AMBIENT, FREEZER AND COOLER AREAS: EUCO QUICKJOINT 200 BY EUCLID CHEMICAL CO.

35. USE DIAMOND DOWELS AT CONSTRUCTION JOINTS FOR SLABS ON GRADE AND LOAD PLATE BASKETSOF PD3 BASKETS AT CONTRACTION JOINTS AS NOTED ON PLANS.

36. DRESS AND SEAL 30 AS MANUFACTURED BY L&M CONSTRUCTION CHEMICALS OR SUPER DIAMOND CLEARVOX AS MANUFACTURE BY EUCLID CHEMICAL COMPANY SHALL BE USED WITH NEW CONCRETE IN ALLAREAS NOT RECEIVING A FLOOR TOPPING.

37. L&M CURE AS MANUFACTURED BY L&M CONSTRUCTION CHEMICALS OR KUREZ W VOX AS MANUFACTUREDBY EUCLID CHEMICAL COMPANY SHALL BE USED WITH NEW CONCRETE IN ALL AREAS RECEIVING AFLOOR TOPPING. I.E. BRICK, EPOXY, ETC.

38. VAPOR RETARDER SHALL BE STEGO WRAP 10 MIL CLASS A OR APPROVED EQUAL. RETARDER SHALL BEINSTALLED, LAPPED 6" MIN. AND TAPED PER MFG. RECOMMENDATIONS.

39. REF. ARCH FOR SLABS TO RECEIVE L&M TRAP ROCK DRY SHAKE HARDENER AS MANUFACTURE BY L&MCONSTRUCTION CHEMICALS OR SURFLEX TR FLOOR HARDENER AS MANUFACTURE BY EUCLID CHEMICALAPPLIED AT A MINIMUM RATE OF 1.0PSF. REFER TO MANUFACTURER FOR INSTALLATION AND CURINGPROCEDURES.

40. SEE ARCH FOR SPECIAL CURING/TOPPING ON CONCRETE SLABS.

REINFORCED MASONRY NOTES1. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530/ASCE 5/ TMS 402 "BUILDING CODE

REQUIREMENTS FOR MASONRY STRUCTURES".

2. WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION.

3. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 4'-0" LIFTS MAXIMUM. DO NOT BEGINPLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND APPROVED.

4. FILL ALL CELLS BELOW FINISHED FLOOR.

5. ALL ANCHORS INSERTED INTO WALL SHALL BE PLACED IN FULLY GROUTED CELLS.

6. GROUTING SHALL BE STOPPED 1 1/2" BELOW THE TOP OF A COARSE SO AS TO FORM A KEY AT THE POURJOINT/UPPER POUR.

7. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTSSHALL BE FORMED BY STOPPING THE POUR OF GROUT NOT LESS THAN 1/2" BELOW THE TOP OF THEUPPERMOST UNIT GROUTED.

8. WHERE LINTELS BEAR ON MASONRY WALLS, THEY SHALL BEAR ON EITHER A BOND BEAM COURSE ORCORES GROUTED SOLID. ALL LINTELS SHALL HAVE AT LEAST 8" OF BEARING AT EACH END UNLESS NOTEDOTHERWISE.

9. VERTICAL CELLS TO BE FILLED WITH GROUT SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR,UNOBSTRUCTED, CONTINUOUS, VERTICAL CELL MEASURING NOT LESS THAN 3" AND HAVING A CLEAR

AREA OF 10 SQUARE INCHES.

10. ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICALCONTINUITY OF THE CELLS TO BE FILLED. WITH GROUT WALLS AND CROSS WEBS FORMING SUCH CELLS TOBE FILLED SHALL BE FULL-BEDDED IN MORTAR TO PREVENT LEAKAGE OF GROUT. ALL HEAD (OR END) JOINTSSHALL BE FILLED SOLID WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE WALL OR UNIT NOT LESSTHAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. BOND SHALL BE PROVIDED BY LAPPING UNITSIN SUCCESSIVE VERTICAL COURSES OR BY EQUIVALENT MECHANICAL ANCHORAGE.

11. TYPICAL JOINT REINFORCEMENT: PROVIDE #9 GALV. HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16"O.C. VERTICALLY UNLESS NOTED OTHERWISE. LAP JOINT REINFORCEMENT 12" MINIMUM.

12. JOINT REINFORCEMENT AT CONTROL JOINTS: PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 32" O.C.ACROSS VERTICAL CONTROL JOINTS IN WALLS. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C.ACROSS VERTICAL CONTROL JOINTS IN BOND BEAMS.

13. TOP AND BOTTOM REINFORCEMENT IN BOND BEAMS SHALL BE CONTINUOUS ACROSS CONTROL JOINTS.

14. LAP VERTICAL BARS 48 DIAMETERS WITH WIRE TIES AND SECURE IN POSITION WITH SPACERSBEFORE GROUTING.

15. PROVIDE 1-#5 BAR VERTICAL MINIMUM AT ALL CORNERS, INTERSECTIONS AND EACH SIDE OF CONTROLJOINTS.

16. PROVIDE 2-#5 BARS VERTICAL AT 8" O.C. AT WALL ENDS.

17. PROVIDE 1-#5 BAR VERTICAL MINIMUM EACH SIDE OF OPENING 4'-0" WIDE OR LESS. PROVIDE 2~#5 BARSVERTICAL MINIMUM 8" O.C. ON EACH SIDE OF OPENING GREATER THAN 4'-0".

18. TYPICAL INTERIOR CMU REINFORCED WITH #5 VERTICAL @ 48" O.C UNLESS NOTED OTHERWISE.

19 TOP OF INTERIOR CMU WALLS SHALL HAVE A MIN. 16" BOND BEAM WITH 2-#5 CONT.

20. VERTICAL REINFORCING BARS SHALL TERMINATE WITH HOOKS IN THE TIE BEAM OR BEAM ABOVE.

21. REINFORCING BARS SHALL BE SECURED IN POSITION PRIOR TO GROUTING CELLS.

22. VERTICAL REINFORCING BARS SHALL HAVE A MINIMUM OF 3/4" CLEARANCE FROM FACE OF MASONRY.

23. WHERE OPENINGS IN WALL REQUIRE CUTTING OF BLOCK, THE CONTRACTOR SHALL ALLOW FOR CUTTINGOF THE BLOCK SUCH THAT 1~#5 VERTICAL CAN BE INSTALLED AND GROUTED.

24. PROVIDE VERTICAL CONTROL JOINTS AT 24'-0" O.C. MAXIMUM. LOCATE BOND BEAM CONTROL JOINTS ATCENTERLINE OF COLUMNS AS APPROPRIATE. SEE DRAWING S002 FOR ADDITIONAL INFORMATION.

25. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOTEXCEEDING 10 FEET.

26. GROUT MIX DESIGN IS THE RESPONSIBILITY OF THE SUPPLIER. MIX DESIGN SHALL BE APPROVED BYSTRUCTURAL ENGINEER PRIOR TO PLACEMENT. GROUT SHALL HAVE A MAXIMUM SLUMP = 9±1" AND A 28DAY COMPRESSIVE STRENGTH OF 2,000 PSI MIN.

27. AGGREGATE FOR GROUT SHALL CONFORM TO ASTM C404.

28. AGGREGATE FOR MORTAR SHALL CONFORM TO ASTM C144.

29. WATER SHALL BE POTABLE, CLEAN AND FREE FROM OILS, ACIDS, SALTS AND OTHER DELETERIOUSSUBSTANCES.

30. REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60.

31. REINFORCEMENT PLACEMENT DRAWINGS FOR ALL MASONRY WALLS SHALL BE SUBMITTED ANDREVIEWED PRIOR TO CONSTRUCTION.

32. MATERIAL CERTIFICATES AND TEST REPORTS SHALL BE PROVIDED FOR EACH TYPE OF MASONRY UNIT.

SPECIAL INSPECTION SCHEDULE

ESTABLISHED PER 2015 IBC CHAPTER 17, CBC 1704 & CBC 1705

ITEM CONTINUOUS PERIODIC REFERENCE COMMENTS

PRE-FAB CONSTRUCTION (IBC 1704.2) REFERENCE NOTES P1 & P2 P1. SPECIAL INSPECTION IS NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISESOF A FABRICATOR REGISTERED AND APPROVED TO PERFORM WORK WITHOUT SPECIALINSPECTION PROVIDED THE FABRICATOR COMPLIES WITH IBC.

P2. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIALUSED IN THE CONSTRUCTION TOOK PLACE ON SITE. SPECIAL INSPECTION WILL NOT BEREQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THECONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE (SEE NOTE 2)

STEEL CONSTRUCTION (IBC 1705.2) SEE IBC TABLE 1705.2.3 S1. WELDING INSPECTIONS SHALL BE IN COMPLIANCE WITH AWS D1.1.

S2. ALL WELDS SHALL BE VISUALLY INSPECTED. ALL MATERIALS, WELDING PROCEDURES ANDQUALIFICATIONS OF WELDERS SHALL BE VERIFIED PRIOR TO THE START OF WORK(IBC 1704.3)

S3. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USINGANOTHER APPROVED METHOD. (IBC 1708.4).

S4. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIFICATION OF THE WELDABILITY IFREINFORCING STEEL OTHER THAN ASTM A 706. IN ACCORDANCE WITH ANSI/AWS D1.4,CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR REINFORCING STEEL RESISTINGFLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARYELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR REINFORCEMENT.PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING OF OTHER ASTM A 706REINFORCING STEEL NOT INCLUDED IN THE CONTINUOUS SPECIAL INSPECTIONREQUIREMENTS NOTED ABOVE.

S5. SLIP-CRITICAL CONNECTIONS MAY HAVE PERIODIC SPECIAL INSPECTION PROVIDED THAT THETURN-OF-THE-NUT METHOD WITH MATCH MARKING TECHNIQUES IS USED.

MATERIAL VERIFICATION OF STRUCTURAL STEEL

IDENTIFICATION MARKINGS TO CONFORM WITH ASTMSTANDARDS SPECIFIED IN THE DESIGN DRAWINGS

X

CERTIFIED MILL TESTS EACH SUBMITTAL

SHOP AND FIELD WELDING

SINGLE PASS FIELD WELD ≤ 5/16"

FILLET WELDS > 5/16”

MULTI-PASS FILLET WELDS

PARTIAL/COMPLETE PENETRATION WELDS

LIGHT GAUGE METAL FRAMING WELDING

FLOOR AND ROOF DECK WELDING

FLOOR AND ROOF DECK MECH. FASTENERS

SIDE SEAM SCREWS,BUTTON PUNCHES ETC.

INSPECTION OF STEEL FRAME JOINT DETAILS

EMBEDDED PLATES

HIGH STRENGTH BOLTING (IBC 1704.3.3)

VERIFY MATERIALS OF NUTS,BOLTS & WASHERS

BEARING TYPE CONNECTIONS

SLIP-CRITICAL CONNECTIONS

X

X

X

X

X

X

X

X

X

X

X

X

XX

REFERENCE NOTE S1

REFERENCE NOTE S2

REFERENCE NOTE S2

REFERENCE NOTE S2

REFERENCE NOTE S2

REFERENCE NOTE S2

REFERENCE NOTE S3

REFERENCE NOTE S5

MASONRY CONSTRUCTION (IBC 1705.4) ACI 530 M1. EPOXY AND EXPANSION ANCHORS INTO MASONRY OR CONCRETE MAY BE USED ONLY WHENAPPROVED BY ARCHITECT AND/OR ENGINEER USING AN APPROVED PRODUCT WITHCURRENTLY PUBLISHED ICBO RESEARCH REPORT NUMBERS.

EPOXY/EXPANSION ANCHOR PLACEMENT XX REFERENCE NOTE M1

AS MASONRY CONSTRUCTION BEGINS,THE FOLLOWINGSHALL BE VERIFIED TO ENSURE COMPLIANCE:

PROPORTIONS OF SITE-PREPARED MORTAR X

PLACEMENT OF MASONRY UNITS & CONSTRUCTION OFMORTAR JOINTS.

X

LOCATION OF REINFORCEMENT AND CONNECTORS. X

INSPECTION PROGRAM SHALL VERIFY:

SIZE AND LOCATION OF STRUCTURAL ELEMENTS.

TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHERDETAILS OF ANCHORAGE OF MASONRY TO STRUCTURALMEMBERS, FRAMES OR OTHER CONSTRUCTION.

X

X

PRIOR TO GROUTING,THE FOLLOWING SHALL BE VERIFIEDTO ENSURE COMPLIANCE:

GROUT SPACE IS CLEAN. X

PLACEMENT OF REINFORCEMENT, CONNECTORS ANDANCHORAGES.

X

PROPORTIONS OF SITE PREPARED GROUT X

OBSERVE PREPARATION OF GROUT AND MORTARSPECIMENS AND/OR PRISMS.

X

GROUT PLACEMENT SHALL BE VERIFIED TO ENSURECOMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENTPROVISIONS.

X

COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OFTHE CONSTRUCTION DOCUMENTS AND THE APPROVEDSUBMITTALS SHALL BE VERIFIED.

X

CONCRETE CONSTRUCTION (IBC 1705.3) ACI 318

INSPECTION OF REINFORCING STEEL, INCLUDINGPRESTRESSING TENDONS,AND PLACEMENT.

X

INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TOAND DURING PLACEMENT OF CONCRETE WHEREALLOWABLE LOADS HAVE BEEN INCREASED.

X

VERIFYING USE OF REQUIRED DESIGN MIX. X

AT THE TIME FRESH CONCRETE IS SAMPLED TOFABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORMSLUMP AND AIR CONTENT TESTS, AND DETERMINE THETEMPERATURE OF THE CONCRETE.

X

INSPECTION FOR MAINTENANCE OF SPECIFIED CURINGTEMPERATURE AND TECHNIQUES.

X

INSPECTION OF CONCRETE PLACEMENT FOR PROPERAPPLICATION TECHNIQUES.

X

EVALUATION OF CONCRETE STRENGTH X

INSPECTION OF FORMWORK FOR SHAPE, LINES, LOCATIONAND DIMENSIONS.

X

INSPECTION OF ANCHORS INSTALLED IN HARDENEDCONCRETE

X ACI 318, IBC 1912.1

INSPECTION OF PRESTRESSED CONCRETE:A. APPLICATION OF PRESTRESSING FORCESB. GROUTING OF BONDED PRESTRESSING

TENDONS IN THE SEISMIC-FORCERESISTING SYSTEM (AS APPLICABLE)

XX

ERECTION OF PRECAST CONCRETE MEMBERS X

VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TOSTRESSING OF TENDONS IN POST-TENSIONED CONCRETEAND PRIOR TO REMOVAL OF SHORES AND FORMS FROMBEAMS AND STRUCTURAL SLABS

X

INSPECT FORMWORK FOR SHAPE, LOCATION ANDDIMENSIONS OF CONCRETE MEMBER(S) BEING FORMED.

X

GENERAL SPECIAL INSPECTION NOTES

1. THE ITEMS MARKED WITH A "X" IN THE SPECIAL INSPECTION SCHEDULE SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY.FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS, AND/OR THE SPECIFIC GENERAL NOTES SECTIONS. THETESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER ,CONTRACTOR AND BUILDING OFFICIAL. ANY ITEMS WHICH FAIL TOCOMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF DISCREPANCIES ARE NOT CORRECTED, THEY SHALLBE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL , ARCHITECT AND ENGINEER PRIOR TO COMPLETION OF THAT PHASE OF CONSTRUCTION.

2. ANY CONSTRUCTION OR MATERIAL THAT HAS FAILED INSPECTION SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT.3. CONTINUOUS SPECIAL INSPECTION MEANS THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS

BEING PERFORMED. PERIODIC SPECIAL INSPECTION MEANS THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT INTHE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK (IBC SECTION 1702). SPECIAL INSTRUCTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDERDESIGNED COMPONENTS.

COMPLIANCE w/ APPROVED SUBMITTALS X

CONSTRUCTION OF MORTAR JOINTS X

SOILS (IBC 1705.6)

VERIFY MATERIALS BELOW FOOTING ARE ADEQUATE TOACHIEVE THE DESIGN BEARING CAPACITY.

X

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTHAND HAVE REACHED PROPER MATERIAL. X

PERFORM CLASSIFICATION AND TESTING OF CONTROLLEDFILL MATERIALS.

X

VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFTTHICKNESS DURING PLACEMENT AND COMPACTION OFCONTROLLED FILL.

X

PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVESUBGRADE AND VERIFY THAT SITE HAS BEEN PREPAREDPROPERLY.

X

VERIFY SITE PREPARATION COMPLIES WITH APPROVEDSOILS REPORT.

VERIFY DRY-DENSITY OF COMPACTED FILL COMPLIES WITHAPPROVED SOILS REPORT. X

X

SEE IBC TABLE 1705.3

STRUCTURAL STEEL NOTES1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO 360-05 "SPECIFICATIONS FOR STRUCTURAL STEEL

BUILDINGS" OF THE A.I.S.C.

2. FABRICATORS AND ERECTORS SHALL BE MEMBERS OF THE A.I.S.C. OR CERTIFIED FOR CATEGORY I,A.I.S.C. QUALITY CERTIFICATION PROGRAM OR HAVE AT LEAST 10 YEARS EXPERIENCE INFABRICATION AND ERECTION OF SIMILAR STEEL STRUCTURES.

3. SHOP DRAWINGS FOR ALL STRUCTURAL STEEL SHALL BE SUBMITTED AND APPROVED PRIOR TO ANYFABRICATION.

4. STEEL FRAMING CONNECTIONS SHALL BE BOLTED OR WELDED. BOLTS SHALL BE A MINIMUM OF 3/4"DIAMETER ASTM A325 BOLTS UNLESS NOTED OTHERWISE. ALL BOLTED CONNECTIONS SHALL BE"SNUG TIGHT" UNLESS NOTED OTHERWISE. TC BOLTS MAY BE USED. ALL CONNECTIONS SHALL HAVE AMINIMUM OF 2 BOLTS U.N.O. DESIGN CONNECTIONS TO PROVIDE SUITABLE ACCESS FOR FIELDCONNECTIONS.

5. ALL WELDS SHALL CONFORM TO AWS D1.1-2004, "STRUCTURAL WELDING CODE". ALL GROOVE WELDSSHOWN ON CONTRACT DOCUMENTS SHALL BE FULL PENETRATION UNLESS NOTED OTHERWISE.WELDING SHALL BE DONE WITH E-70XX ELECTRODES UNLESS NOTED OTHERWISE.

6. STRUCTURAL STEEL CONNECTIONS SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEERLICENSED IN THE STATE WHERE THE PROJECT IS BEING CONSTRUCTED. STRUCTURAL ANALYSIS DATA SHALLBE SIGNED/SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATIONAND SHALL BE PROVIDED WITH THE SHOP DRAWING SUBMITTALS. DESIGN CONNECTIONS TO PROVIDESUITABLE ACCESS FOR FIELD CONNECTIONS WHERE APPLICABLE.

7. UNLESS OTHERWISE SHOWN, ALL BEAM CONNECTIONS SHALL BE STANDARD FRAMED OR SEATEDCONNECTIONS. UNLESS GREATER REACTIONS ARE INDICATED ON THE PLANS, CONNECTIONS SHALLDEVELOP AT LEAST ONE-HALF OF THE TOTAL UNIFORM LOAD CAPACITY TABULATED IN THE TABLES OFTHE MANUAL FOR THE GIVEN SHAPE AND SPAN OF THE BEAM IN QUESTION. IN NO CASE, HOWEVER, SHALLTHE LENGTH OF THE FRAMED CONNECTIONS BE LESS THAN ONE-HALF OF THE "T" DISTANCE OF THE BEAMWEB.

8. WHERE PRACTICAL, UNLESS SHOWN DIFFERENTLY ON DRAWINGS, ALL BRACING CONNECTIONS SHALL BEDESIGNED AND DETAILED SO THAT ALL FORCE COMPONENTS CAN BE DELIVERED DIRECTLY TO THECENTERLINE OF INTERSECTING MEMBERS. WHERE THIS IS NOT DONE, CONNECTIONS SHALL BE DESIGNEDTO ACCOUNT FOR RESULTING ECCENTRICITIES.

9. SHOP OR FIELD SPLICES NOT SHOWN ON THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THESTRUCTURAL ENGINEER FOR APPROVAL.

10. THE STRUCTURAL STEEL ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STRUCTURAL STEELFRAME WORK AGAINST LATERAL LOADING, SUCH AS WIND. THE BRACING SHALL REMAIN IN PLACE UNTILTHE FINAL SYSTEM FOR RESISTING LATERAL LOADS IS IN PLACE AND EFFECTIVE AS APPROVED BY THESTRUCTURAL ENGINEER.

11. GUSSET PLATES SHALL BE 3/8" THICK MINIMUM.

12. BEAMS SHALL BE FABRICATED AND ERECTED WITH NATURAL CAMBER UP.

13. THE CONTACT SURFACES WITHIN SLIP CRITICAL JOINTS SHALL BE FREE FROM OIL, PAINT, LACQUER ORGALVANIZING.

14. STRUCTURAL STEEL FRAMING SHALL BE ERECTED TRUE AND PLUMB IN ACCORDANCE WITH A.I.S.C. CODEOF STANDARD PRACTICE. ANY FRAMING EXCEEDING TOLERANCES OF THE CODE OF STANDARD PRACTICESHALL BE CORRECTED AS DIRECTED BY THE STRUCTURAL ENGINEER.

15. ROOF DECKING SHALL BE INSTALLED IN ACCORDANCE WITH THE STEEL DECK INSTITUTE ANDMANUFACTURER'S RECOMMENDATIONS. DECKING SHALL BE PLACED IN A THREE-SPAN CONTINUOUSCONDITION. SINGLE OR DOUBLE SPAN CONDITIONS REQUIRE PRIOR APPROVAL BY THE STRUCTURALENGINEER.

16. STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL NOT BE PAINTED.

17. GROUT USED IN GROUT BEDS UNDER COLUMN BASE PLATES SHALL BE CEMENT BASED, NON-SHRINK,NON-METALLIC GROUT. THE GROUT SHALL EXHIBIT NO SHRINKAGE IN ACCORDANCE WITH ASTM C827-82,"TEST METHOD FOR EARLY VOLUME CHANGE OF CEMENTITIOUS MIXTURES" AND SHALL HAVE A MINIMUM28-DAY COMPRESSIVE STRENGTH OF 5000 PSI WHEN TESTED IN ACCORDANCE WITH ASTMC-109-80, "TESTMETHOD FOR COMPRESSIVE STRENGTH OF HYDRAULIC CEMENT MORTARS".

18. TRUSSES TO BE ALL WELDED CONSTRUCTION, UNLESS NOTED OTHERWISE. WHERE BOLTS ARE USED,BOTTOM CHORDS SHALL BE DETAILED TO PRODUCE NO REDUCTION OF GROSS SECTION DUE TO SLOTHOLES.

19. K-JOISTS SHALL BE ATTACHED TO THEIR SUPPORT w/ A MIN. OF 3/16" FILLET WELD x 2" LONG EACH SIDE OFJOIST SEAT OR EQUIVALENT. LH-JOISTS SHALL BE ATTACHED TO THEIR SUPPORT w/ A MIN. OF 1/4" FILLETWELD x 2" LONG EACH SIDE OF JOIST SEAT. JOIST GIRDERS SHALL BE ATTACHED TO THEIR SUPPORT w/ AMIN. OF 1/4" FILLET WELD x 4" LONG EACH SIDE OF GIRDER SEAT OR EQUIVALENT.

20. (- OR T) INDICATES TENSION IN MEMBERS.(+ OR C) INDICATES COMPRESSION IN MEMBERS.

21. ALL TRUSSES, BOTTOM CHORD BRACING, SWAY FRAMES, X-BRACING, LACE AND SIMILAR TYPE MEMBERSSHALL EITHER DEVELOP THE FORCE INDICATED ON THE DRAWINGS OR ONE-HALF THE ALLOWABLETENSION FORCE IN THE MEMBER, WHICHEVER IS LARGER.

22. BAR JOISTS SHALL BE FABRICATED AND ERECTED, BRACED WITH RIGID BRIDGING AND ANCHORED TO THESUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE STEELJOIST INSTITUTE LATEST EDITION.

23. PROVIDE JOISTS AS SHOWN ON PLANS. EXTEND BOTTOM CHORD OF JOISTS AT COLUMNS AND ASREQUIRED WHEN EQUIPMENT IS HUNG FROM THE BOTTOM CHORD PAST LAST PANEL POINT.

24. JOISTS AND JOIST GIRDERS SHALL BE DESIGNED FOR LOADS INDICATED ON PLANS. SEE SPECIAL LOADTABLES FOR SPECIAL JOIST (SP) LOADING AND SPECIAL JOIST GIRDER (GSP) LOADING.

25. JOIST AND GIRDER FABRICATOR SHALL SUBMIT SIGNED AND SEALED CALCULATIONS BY A REGISTEREDENGINEER SHOWING ALL LOADS AND SPECIAL CONDITIONS TOGETHER WITH SHOP DRAWINGS ANDBILL OF MATERIAL PRIOR TO ERECTION OF JOISTS AND GIRDERS.

26. JOISTS AND GIRDERS SHALL BE DESIGNED FOR UPLIFT AS INDICATED ON PLANS. BOTTOM CHORD BRACESAND UPLIFT BRIDGING SHALL BE DESIGNED AND FURNISHED BY THE JOIST GIRDER MANUFACTURER.

27. ALL JOIST GIRDERS SHALL HAVE BOTTOM CHORD BRACES AT MID SPAN AND AS DESIGNATED ON JOIST SHOPDRAWINGS.

28. WIND POSTS TERMINATE 11/2" BELOW JOIST AND JOIST GIRDER BOTTOM CHORD.

29. ALL SAG RODS SHALL BE 5/8"ø A36 SMOOTH BAR WITH THREADED ENDS. DOUBLE NUT EACH END OF SAG RODS.

30. ALL STRUCTURAL STEEL, MISCELLANEOUS STEEL AND STEEL JOISTS U.N.O. SHALL BE GIVEN ONE SHOPCOAT AND ONE FIELD TOUCH UP PAINT, GRAY COLOR.

31. THE STEEL FABRICATOR SHALL INSPECT ALL ERECTED STEEL INCLUDING, BUT NOT LIMITED TO,STRUCTURAL SHAPES, JOISTS, JOIST GIRDERS AND METAL DECK. THE STEEL FABRICATOR SHALL BERESPONSIBLE FOR THE ACCURACY, SIZE AND QUALITY OF FIELD CONNECTIONS.

32. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED AND ALL VENT HOLES SHALLBE PLUG OR SEAL WELDED PRIOR TO ERECTION.

36. FOR ALL HANGING LOADS, PROVIDE HANGER WITHIN 6" OF JOIST PANEL POINT OR PROVIDE ADDITIONALWEB MEMBER AS SHOWN IN "CONCENTRATED LOAD ON JOIST DETAIL" (REF. TYP. DETAIL SHEET).

37. SUPPORT HEAVY LINE LOADS (I.E. ANY SPRINKLER OR SIMILAR MAINS OVER 3" DIA.) FROM CENTER OFSUPPORT MEMBER (WF BEAM, JOIST, JOIST GIRDER) UTILIZING CENTER BEAM CLAMP OR TRAPEZESYSTEM FROM CENTER OF MEMBER. SIDE MOUNTED CLAMPS, (I.E. C-CLAMP OR ECCENTRIC BEAMCLAMP) WILL NOT BE ACCEPTED. ECCENTRIC LOAD ON JOIST IS UNACCEPTABLE. SIDE MOUNTEDCLAMPS SHALL NOT SUPPORT ANY LOAD OVER 100 LBS. WHEN SUPPORTING MEMBER IS A JOIST ORJOIST GIRDER. (REF. "PIPE MAIN SUPPORT DETAIL" ON TYP. DETAILS SHEET)

38. STRUCTURAL STEEL SUPPORTS FOR STOREFRONTS, CURTAIN WALLS AND SKYLIGHTS SHALL BE ASSHOWN ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. ANY ADDITIONAL REINFORCEMENT ANDCONNECTIONS REQUIRED FOR THE SYSTEM SHALL BE PROVIDED AND INSTALLED BY THEMANUFACTURER.

GENERAL NOTETHE BUILDER IS REMINDED THAT WORK ON THIS BUILDING REQUIRES WORKING WITH AN EXISTINGSTRUCTURE. EVERY EFFORT HAS BEEN MADE TO IDENTIFY DISCREPANCIES AND ENSURE THAT THEDETAILS ARE DEPICTED CORRECTLY. THESE DRAWINGS HAVE BEEN PREPARED BASED ONINFORMATION AVAILABLE. HOWEVER SINCE THIS IS AN EXISTING STRUCTURE, THE BUILDER CANEXPECT AND SHOULD PLAN ON ENCOUNTERING VARIANCES AND DEVIATIONS BETWEEN THEINFORMATION FOUND IN THESE DRAWINGS AND THE EXISTING SITE CONDITIONS. ACTUAL FIELDCONDITIONS MAY REQUIRE MODIFICATIONS IN CONSTRUCTION DETAILS AND QUANTITIES. THEBUILDER IS RESPONSIBLE TO FIELD VERIFY ALL DETAILS INCLUDING GEOMETRY AND ELEVATIONSPRIOR TO THE INSTALLATION OF ANY MATERIAL.

IDENTIFIER KEY TABLE

AXYZZ

VIEW TYPE DESIGNATOR

FLOOR LEVEL (VIEW TYPES 1 & 4)UNIT NUMBER (VIEW TYPES 2-4)RANGE SEPARATOR (VIEW TYPES 5 & 6)

DISCIPLINE DESIGNATOR

UNIT (VIEW TYPES 1 & 4)

DISCIPLINE DESIGNATOR KEY

S STRUCTURAL DRAWINGS

VIEW TYPE DESIGNTOR KEY

3 ELEVATIONS

4 LARGE SCALE VIEWS

5 SECTIONS AND DETAILS

6 SCHEDULES AND DIAGRAMS

0 GENERAL INFORMATION DRAWINGS

1 PLANS

FLOOR LEVEL/UNIT/RANGE SEPARATOR KEY

2 INTERSTITIAL, MEZZANINE & PLATFORMS

4 ROOF

VIEW TYPES 1 & 4 ONLY

1 FIRST FLOOR

5 ABOVE ROOF

0 UNDERGROUND

SECTOR (VIEW TYPES 1 & 4)

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

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All rights reserved. No part of this workmay be used , reproduced, distributed,

displayed, or otherwise communicated inany form or by any means without the priorwritten consent of The Stellar Group, Inc.

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STRUCTURALGENERALNOTES &

INSPECTIONSCHEDULE

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The Stellar Group 2013. Copyright,The Stellar Group 2013.

STRUCTURAL SHEET LIST

S0001 STRUCTURAL GENERAL NOTES & INSPECTION SCHEDULES0002 STRUCTURAL TYPICAL CONCRETE DETAILSS0003 STRUCTURAL TYPICAL STEEL DETAILSS0004 BASE PLATE, ANCHOR BOLTS AND PIER DETAILSS1000 OVERALL FOUNDATION PLANS1010 UNIT 1 PARTIAL FOUNDATION PLANS1020 UNIT 2 PARTIAL FOUNDATION PLANS1030 UNIT 3 PARTIAL FOUNDATION PLANS1031 UNIT 3 SECTOR 3.1 OFFICE FOUNDATION PLANS1040 UNIT 4 PARTIAL FOUNDATION PLANS1100 OVERALL SLAB PLANS1231 UNIT 3 SECTOR 3.1 OFFICE MEZZANINE FLOOR FRAMING PLANS1241 UNIT 4 SECTOR 4.1 WELFARE & MAINT. MEZZANINE FLOOR FRAMING PLANS1400 OVERALL ROOF FRAMING PLANS1410 UNIT 1 PARTIAL ROOF FRAMING PLANS1420 UNIT 2 PARTIAL ROOF FRAMING PLANS1430 UNIT 3 PARTIAL ROOF FRAMING PLANS1431 UNIT 3 SECTOR 3.1 OFFICE ROOF FRAMING PLANS1440 UNIT 4 PARTIAL ROOF FRAMING PLANS1500 PENTHOUSE FLOOR & ROOF FRAMINGS PLANSS1540 CONDENSER SUPPORT FRAMING PLANS3001 FRAMING ELEVATIONSS3002 FRAMING ELEVATIONS3003 FRAMING ELEVATIONS3004 FRAMING ELEVATIONS3005 FRAMING ELEVATIONS4001 FIRE RISER FLOOR AND ROOF FRAMING PLANSS4002 EMPTY PALLET STORAGE PLANS AND SECTIONS4003 ROOF STAIR PLAN AND SECTIONS5001 STRUCTURAL FOUNDATION DETAILSS5301 STRUCTURAL BRACING DETAILSS5401 FRAMING SECTIONS AND DETAILSS5402 FRAMING SECTIONS AND DETAILSS5403 STRUCTURAL FRAMING DETAILSS5404 FRAMING SECTIONS AND DETAILSS5500 TILT-UP DETAILSS6001 ROOF DECK ATTACHMENT PLAN AND JOIST UPLIFT DIAGRAM

RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

1" EXPANSION JOINT

DISCONTINUE HORIZONTALREINFORCING AT JOINTS

1" DEEP SEALANTEXTERIORWALL FACE

STYROFOAM

CAULK JOINT

EXPANSION JOINT

45.00°

CONTRACTION JOINTPLACED NOT MORE THAN 15'-0"

APART ON BOTH SIDES

CONSTRUCTION JOINT

DISCONTINUE HORIZONTALREINFORCING AT JOINTS

2x4 KEY

DISCONTINUE ALTERNATEHORIZ. REINFORCING ATJOINTS

1/8

( T )

T

1/8

( T )

T

ACI LAPPROVIDE MIN.

ACI L

APPR

OVI

DE

MIN

.

ACI L

APPR

OVI

DE

MIN

.

CORNER AND JUNCTION BARS TO BESAME SIZE AS CONTINUOUSHORIZONTAL REINFORCING

CONTINUOUS HORIZONTAL WALL ORFOOTING REINFORCING

CORNER DETAIL JUNCTION DETAIL

OPENING

OPE

NIN

G

TYP. CMU WALLS

JOIN

T6"

LAP

GROUT FILLED CELLS ATCORNERS & INTERSECTIONS

(MIN. 3 CELLS)

9 GA. LADDER JOINTREINFORCING

EXTEND ALL REINF. THRUCORNERS & INTERSECTIONS

CODE APPROVEDSTEEL WALL TIES@ 16" O.C.

CONCRETE WALLOR STEEL COL.

HORIZONTAL BEAM REINF.

GROUT FILLED CELLS ATCORNERS & INTERSECTIONS

(MIN. 3 CELLS)

'L' BARS TO MATCHHORIZ. REINF.

24"24"

HORIZ. BEAM REINF.

CAULK

NOTE:JOINT SPACING AT 24'-0" O.C. MAX.

BUILDING PAPER

FILLED CELL

MIN. 1~#5 IN FILLEDCELL

NOTES:1. DISTANCE BETWEEN JOINTS SHOULD NOT EXCEED THE LESSER OF 24

FT. OR LENGTH TO HEIGHT RATIO OF 1.5.2. PROVIDE JOINTS AT CHANGES IN WALL HEIGHT.3. PROVIDE JOINTS AT CHANGES IN WALL THICKNESS.4. PROVIDE JOINTS AT ROOF AND FLOOR EXPANSION JOINTS.5. PROVIDE JOINTS NEAR ONE OR BOTH SIDES OF DOOR AND WINDOW

OPENINGS. 16" LEG MINIMUM FOR OPENING LESS THAN 6 FT. AND 24"MINIMUM FOR OPENINGS GREATER THAN 6 FT.

6. PROVIDE JOINTS ADJACENT TO CORNERS OF WALLS ORINTERSECTIONS WITHIN A DISTANCE EQUAL TO HALF THE CONTROLJOINT SPACING.

7. SEE S001 FOR MASONRY NOTES.

TYP. CONSTRUCTIONOR CONTRACTIONJOINT

ISOLATION JOINT

WALL

ISOLATION JOINT

TYP. CONSTRUCTION ORCONTRACTION JOINT

ISOLATION JOINT



CIRCULAR ISOLATIONJOINT

WRAP COL. W/EXP. JOINT MAT'L.




WALL WRAP COL. W/EXP. JOINT MAT'L.




CIRCULAR ISOLATIONJOINT

WALLWRAP COL. W/EXP. JOINTMAT'L.

FILL AREASEPARATEFROM OTHERPOUR (TYP.)

WALL WALL

FILL AREA SEPARATEFROM OTHER POUR(TYP.)

FILL AREA SEPARATEFROM OTHER POUR(TYP.)

MIN.2" MIN.2"

MIN.2"

MIN.2"

MIN.2"

MIN.2"

MIN.2"

2-#3x2'-0"(2" BELOW T/SLAB)

SLAB/WALL JOINT

3"2"

CONCRETE SLAB

VAPOR RETARDER

GRANULAR FILL

DETAIL @ AMBIENT SLAB

CONCRETE SLAB

VAPOR RETARDER

GRANULAR FILL

DETAIL @ INSULATED SLAB

INSULATION

SUB - SLAB

SLIP SHEET

TAPE JOINT

TAPE JOINT

GLYCOL LINE, TYP.(REF. REFRIG.)

INS. MT'L. PANEL(REF. ARCH. DWG.)

CONC. SLAB

CONC. CURB w/ #4 DWLS. @ 12" O.C. EMBEDDED 3" MIN.INTO SLAB w/ APPROVED ADHESIVE & #4 CONT. @ MAX.12" O.C.

CURB CONTRACTION JOINTS TO OCCUR AT ALL SLABJOINT LOCATIONS AND ON 1 SIDE OF COLUMN.

REF. ARCH. FOR CURB LOCATIONS, DIMENSIONS,APPLICABLE COATING, CANT, RECESS AND COVEREQUIRMENTS.

SPAN

UP TO 4'-0

4'-0" TO 6'-0"

6'-0" TO 8'-0"

8'-0" TO 12'-0"

12'-0" TO 16'-8"

DEPTH

8"

8"

16"

16"

16" 2-#7 TOP & BOT *

2-#6 TOP & BOT *

2-#5 BOTTOM

2-#4 BOTTOM

2-#5 TOP & BOT *

3-#7 TOP & BOT *

2-#7 TOP & BOT *

REINFORCEMENT8" WALL 12" WALL

NOTES:1. PROVIDE 8" MIN. BEARING EACH END.2. ALL LINTELS SHALL BE GROUTED SOLID.3. REFER TO ARCH. & MECH. DWGS. FOR EXACT SIZE

AND LOCATION OF MASONRY OPENINGS.4. ALL PRECAST LINTELS SHALL BE HIGH STRENGTH

PRECAST/PRESTRESSED.5. ALL LINTELS SHALL HAVE A MINIMUM 3"x4"

OPENING/NOTCH AT THE END OVER SUPPORTS TOACCOMMODATE VERTICAL REINFORCEMENT ANDGROUT.

6. PRECAST LINTEL SUPPLIER SHALL SUBMITCAPACITY/LOAD RATING TABLES SIGNED ANDSEALED BY A PROFESSIONAL ENGINEER REGISTEREDIN THE PROJECT STATE.

DEP

THD

EPTH

CONCRETE BEAM

BOND BEAM

REINFORCEMENT

REINFORCEMENT

#4 STIRRUP @ 8" O.C.(@ 12'-0" TO 16'-8")#4 STIRRUP @ 12" O.C.(@ ALL OTHERS)

* USE CONCRETE BEAM ONLY

3"3'

- 0"

4' -

0"

MIN.12"ø

6" STD. PIPE FILLEDW/ CONC.

FIN. FLR.

NOTE: REF. ARCH. DWGS. FOR BOLLARD LOCATIONS.

3"3'

- 0"

4' -

0"

MIN.12"ø


FIN. FLR.

PERIMETER INSUL.(SEE SLAB PLANS)

REFRIG. @ PERIMETERAMBIENT

SEE BASE DETAIL

FIN. FLR.

1"

CLR

.1'

- 6"

PLAN VIEW - DOOR OPNG. W/CHANNEL

1"

CLR

.4"

MIN

.

PLAN VIEW @ WALLCORNERS

CONC. CURB

PLAN VIEW @ DOOR OPNG.

1"

CLR

.1'

- 6"

1/4

FREEZER

4' -

0"PL

AN

PER

/13 S0002PL1/2x12x1'-0" w/ 4~3/4" DIA.ANCHORS x 4" EMBED w/APPROVED ADHESIVE.

FIN. FLR.

1/4

AMBIENT @ FTG

4' -

0"

T/FTG PER PLAN


1 1/2"

6"ø STD. PIPE BOLLARD

NOTES:1. STITCH WELD BASE PLATE TO BOLLARD THEN FILL IN STITCH

WELDS TO COMPLETE WELD ALL ROUND, TYP.2. DO NOT CORE FLOOR IN REFRIG. AREAS.

PLATE TOP AND BOTTOM

1/2" THICK x 18" DIA. PLATE TOP PLATE w/8~1/2"ø x 6" HEADED NELSON STUDS. EQ.

6"ø SPACER PIPE

1/4" x18" DIA. BOTTOM PLATE

DEP

TH

SLA

B

NOTE:SEE GENERAL NOTES FORJOINT FILLER MATERIAL.

FIN. FLR.

COMPACTED FILL

TYPICAL CONSTRUCTION JOINT

1/8" x D/4 (MIN.) SAW CUT

FIN. FLR.

TYPICAL CONTRACTION JOINT

DISCONTINUE REINF. 2" @CONSTRUCTION JOINT

COMPACTED FILL

FULL DOCK AREA AND IN RACKED AREAS AT CROSS AISLES ONLY3/4"øx1'-6" PNA SQUARE DOWEL BASKET @ 12" O.C.OR 2"x3/8"x12" PNA LOAD-PLATE BASKET @ 18" O.C.OR 2"x3/8"x12" TAPERED PNA LOAD-PLATE BASKET @ 24" O.C.

1/4"x4 1/2"x4 1/2" PNA DIAMOND PLATEDOWELS @ 18" O.C.

2~3/8"x2"xCONT.W/ 3/8"øx0'-4" STUDS @12" O.C. BY "PNA, INC."

2" C

LR. (

TY

P)

2" C

LR. (

TY

P)


NOTE:DWLS. ARE TO BE SAWCUTNOT SHEARED

NOTE:SEE ABOVE FOR SLABASSEMBLY DETAILS

D

D

NOTE:SEE GENERAL NOTES FORJOINT FILLER MATERIAL.

FIN. FLR.

COMPACTED FILL


FIN. FLR.


COMPACTED FILL

D



1/4"x4 1/2"x4 1/2" PNA DIAMOND PLATEDOWELS @ 18" O.C.


2" C

LR. (

TYP.

)2"

CLR

. (TY

P.)

NOTE:SEE ABOVE FOR SLABASSEMBLY DETAILS

NOTE:DWLS. ARE TO BESAWCUT NOTSHEARED

D

FORMED KEYWAY

NOTE:SEE SPECIFICATIONS FORJOINT FILLER MATERIAL.

FIN. FLR.

COMPACTED FILL



FIN. FLR.

COMPACTED FILL


D

DISCONTINUE REINF. 2" @CONTRACTION JOINT

COMPACTED FILL

COMPACTED FILL

MIN. (OR EQ. TO VERT. STEP)1' - 0"

2" MIN.

MAX

. (U

. N.O

.)2'

- 0"

PANEL JOINT

BOT/TILT-UP PANEL

24"

24"

MATCH CONT.FTG. REINF.

NOTE:SEE FND. PLAN AND FTG. SCHED. FORFTG. SIZE AND REINF.

EXISTINGCONCRETESLAB NEW SLAB

#4 BAR EMBEDDED4" INTO EXIST. SLABSPACED 16" O.C.

EXISTINGCONCRETESLAB

#4 BARS STAGGEREDAS SHOWN

@ EXIST. TRENCHNEW SLAB

(TYP

.)1'

- 4"

(TYP

.)1'

- 4"

COMPACTEDSOIL

PLAN

SECTION

COLUMN (SEE PLAN)

10 MIL. VAPOR RETARDER(SEAL ALL JOINTS)

3" SUB-SLABINSULATION PER PLAN

2" RIGID INSUL BLOCK

WRAP COL. W/EXP.JOINT MAT'L.

2~2x4 BLOCKOUT FORUNDERFLOOR HEATING.-COORD. LOCATIONS WITHREFRIG. DWG'S

1 LAYER OF 4'-0"x4'-0" 45 MIL.EPDM OR ROOFING MEMEBRANE

LEVELING GROUT AS REQ'D

STEE

L CO

LUM

N

FOOTING STEEL REBAR

EXOTHERMIC CADWELD BEFOREFOUNDATION IS POURED

COLUMN FOUNDATION

#4/0 STRANDED SOFT DRAWNBARE CU GROUND(TYP AS SHOWN ON ELECTRICALDWG'S)

EXOTHERMIC CADWELDAFTER STEEL CONSTRUCTION

NOTE: REF. E5002 & E0003 FORADDITIONAL INFORMATION.

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

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ON

VILL

E, F

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(904

) 260

-290

0W

WW

.STE

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R.N

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As indicated

C:\R

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S0002

STRUCTURALTYPICAL

CONCRETEDETAILS

PH

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UN

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D S

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SCALE: 1/2" = 1'-0"1 FOUNDATION WALL JOINT DETAILS

SCALE: 1/2" = 1'-0"2 TYPICAL WALL AND FOOTING DETAILS

SCALE: 1/2" = 1'-0"4 STANDARD CMU JOINT REINFORCING

SCALE: 1/2" = 1'-0"5

TYPICAL TIE OR DOUBLEKNOCKOUT BLOCK BEAMS

SCALE: 1/2" = 1'-0"6 TYPICAL MASONRY WALL CONTROL JOINT

SCALE: 3/4" = 1'-0"7 TYPICAL ISOLATION JOINTS

SCALE: 3/4" = 1'-0"8 TYPICAL RE-ENTRANT CORNER DETAIL

SCALE: 3/4" = 1'-0"9 SLAB ASSEMBLY DETAILS

SCALE: 3/4" = 1'-0"10 STANDARD CURB DETAIL

SCALE: 1/2" = 1'-0"11 CONCRETE MASONRY LINTEL SCHEDULE

SCALE: 1/2" = 1'-0"12

TYPICAL BOLLARD DETAILS

SCALE: 1" = 1'-0"13 BOLLARD & GUARD BASE DETAIL

SCALE: 3/4" = 1'-0"16 TYPICAL SLAB JOINT DETAIL (DOCK & FORKLIFT TRAFFIC)

SCALE: 3/4" = 1'-0"17 TYPICAL SLAB JOINT DETAIL (UNO)

SCALE: 3/4" = 1'-0"18 TYPICAL SLAB JOINT DETAIL (OFFICE)

SCALE: 1/2" = 1'-0"3 TYPICAL STEP FOOTING DETAIL

SCALE: 3/4" = 1'-0"15 TYPICAL TRENCH IN EXIST. SLAB

SCALE: 3/4" = 1'-0"19 COLUMN BEARING BLOCK ASSEMBLY DETAIL & FREEZER

RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 1/2" = 1'-0"14 TYPICAL COLUMN BONDING GROUND

NOTE:SEE CONSTRUCTION CONTRACT FOR ADDITIONAL INFORMATION.

1" ROD COUPLER FASTENED TO ROOFDECK. SUPPLIED & INSTALLED BY ROOFINGSUB CONTRACTOR

15'-0" (MIN.)

1" PVC @ 24'-0" O.C. MAX.

ADDITIONAL L2x2x1/4" WEB MEMBERREQ'D IF LOAD FALLS 6" OR MOREFROM PANEL POINT

JOIST

LOAD

LOAD

EQUIP SUPPORTAS REQ'D BYOTHERS

(REF. NOTE #1)

NOTES:1. SINGLE L2 REQ'D FOR POINT LOAD ≤ 500#

L2 REQ'D EACH SIDE FOR POINT LOAD > 500#2. MAXIMUM POINT LOAD ON JOIST REQUIRING JOIST REINFORCEMENT AS SPECIFIED BY JOIST SUPPLIER.

3/16

1. L3x3x1/4x CONT. @ JOIST FRAMING (TYP., UNO)2. BENT PLATE OR ANGLE **x3x1/4xCONT. (LLH) @ WF BEAM FRAMING

ELEVATIONPERPENDICULAR TO SUPPORTS

STEEL FRAMING SUPPORT(JOIST, GIRDER OR WF BEAM)

HORIZ. &VERT. LEG

BENT PLATE OR ANGLE**x3x1/4x CONT. (LLH)

ELEVATIONPARALELL TO SUPPORT

STEEL FRAMING SUPPORT (JOIST, GIRDER OR WF BEAM)

HORIZ. &VERT. LEG

** HORIZ. LEG LENGTH AS REQUIREDPER PLAN

CONT. ANGLE OR BENT PLATE(SEE PLAN)

EMBED - SEE WALL DETAIL(TYP.)

ELEVATIONAT CONCRETE WALL

HORIZ. &VERT. LEG

3/16 1 1/2@ EA.EMBED

MIN.1"

PLANSEE SEE PLAN

5"PL

ANSE

E

MIN

.1"

1/2" 1/2"INSIDE FACE OFMT'L INS. PANEL

WF GIRT

L6x6x5/16 (TYP.)

HSS COLUMN

HSS COLUMN

PLAN VIEW

MIN.1"

PLANSEE SEE PLAN

5"PL

ANSE

E

MIN

.1"

1/2" 1/2"INSIDE FACE OFMT'L INS. PANEL

WF GIRT

L6x6x5/16 (TYP.)

WF COLUMN

WF COLUMN

PLAN VIEW

NOTE: DETAIL TYPICAL UNLESS NOTED OTHERWISE WITHIN DESIGN DRAWINGS.

NOTE:PROVIDE HORIZONTAL SLOTTED HOLESPERPENDICULAR TO WALL PANELS TOALLOW FOR 1" ADJUSTMENT IN GIRTLOCATION. VERTICALLY ALIGN OUTSIDEFACE OF ALL GIRTS WITH EDGE ANGLEABOVE. HAND TIGHTEN BOLTS, THENWELD IN PLACE AS SHOWN OR USEA325SC BOLTS AS AN ALTERNATE.

3/16TYP 3/16 TYP

3/16TYP

3/16TYP 3/16 TYP

3/16TYP

WF GIRT. SEE STRUCT.ELEVS. FOR SIZE ANDELEVATION.

OFFSET SAGRODS BY 3"MIN.

SAG ROD W/DBL. NUTS EA.END (TYP.)

WF GIRT. SEE STRUCT.ELEVS. FOR SIZE ANDELEVATION.

SAG ROD W/DBL. NUTS EA.END (TYP.)

C6x8.2

NOTE: DETAIL TYPICAL UNLESS NOTED OTHERWISE WITHIN DESIGN DRAWINGS.

GRIDGRID

3/16 (FIELD OR SHOP)

2" 2"

12

1

MAX SAG ROD SLOPEBEFORE DETAIL "B"REQUIRED

DETAIL "A"

OFFSET SAGRODS BY 3"MIN.

3/16 (FIELD OR SHOP)

DETAIL "B"

MEMBER PER PLAN

ST'L GRT'G

REF

. AR

CH

.R

EF. A

RC

H.

3' -

6"

PIPE 1 1/2 STD. GUARDRAIL w/ VERT.@ 4'-0" O.C. MAX (UNLESS NOTEDOTHERWISE ON DESIGN DRAWINGS)

ANGLE OR BENT PLATE AS REQ'Dw/ 2~3/4" DIA. A325 BOLTS

1/4"

4"

1/4"x4" CONT. KICK PLATE

MEMBER PER PLAN

MT'L DECK

PIPE 2 STD. GUARDRAIL w/VERT. @ 6'-0" O.C. MAX(REF. ARCH. FOR LOCATIONS)

ROOF INSULATION

3' -

6"

NOTE:ALL VENT HOLES SHALL BEPLUG OR SEAL WELDEDPRIOR TO ERECTION.

3/16SEAL

PLATE BTM OF PIPE @ JOIST& JOIST GIRDER LOCATIONS

1' -

8"1'

- 10

"

NOTE:SEE TYP CONCENTRATED LOAD ON JOIST DETAILFOR ADDITIONAL JOIST WEB REQUIREMENT.

BTM/CHORDOF JOIST

SUPPORT MEMBER &ROD BY DISCIPLINECONTRACTOR

PER PLAN

DBL JOIST

3/16 (TYP.)

NOTE: DETAIL TYPICAL UNLESS NOTED OTHERWISE WITHIN DESIGN DRAWINGS

2~L3 1/2x3 1/2x1/4"(ONE EACH SIDE OF OPENING)WF BEAM

(TYP.)

OPENING20GA. MIN. POUR STOP OFDEPTH TO MATCH SLAB ANDDECK HEIGHT (TYP.)MET'L DECK

CONC. SLAB

ROOF FRAME PRIOR TO METAL DECK INSTALLATIONN.T.S.

NOTES:

1. ASSUME DETAIL 8B, SHOWN BELOW, TO BE PRIMARY INSTALLATION. FRAMES CANBE FABRICATED TO FIT, AS SHOWN IN DETAIL 8A, SHOWN ABOVE, IF FINAL EQUIPMENTSELECTION IS MADE PRIOR TO DECK INSTALLATION.

2. PROVIDE SUPPORT ANGLE FOR OPENINGS AND CURBS.3. VERIFY SIZE AND LOCATION OF OPENING WITH ARCHITECTURAL AND MECHANICAL

DRAWINGS PRIOR TO FABRICATION AND ERECTION.4. FRAME DIMENSIONS SHALL BE COORDINATED WITH UNIT CUT SHEETS.

JOIST SPACING (SEE PLAN)

ADDITIONAL WEB MEMBER AS REQ'D.SEE "CONCENTRATED LOAD ON JOISTDETAIL"

ROOF CURB INSIDE DIM.(CURB LESS THAN 12" DO NOT

REQUIRE PERPENDICULARFRAME MEMBERS)

L4x4x1/4" FRAME (TYP. UNO)L3x3x1/4" @ SMALL EXHAUSTFANS <300# AND ROOF DRAINS JOIST OR WF

BEAM

1" MAX.

ROOF FRAME AFTER METAL DECK INSTALLATIONN.T.S.

JOIST SPACING (SEE PLAN)

ADDITIONAL WEB MEMBER AS REQ'D.SEE "CONCENTRATED LOAD ON JOISTDETAIL"

ROOF CURB INSIDE DIM.

L4x4x1/4" FRAME (TYP. UNO)L3x3x1/4" @ SMALL EXHAUSTFANS <300# AND ROOF DRAINS EXIST. JOIST OR

WF BEAM

3/16TYP 1/8 TYP

3/16TYP3/16TYP

METAL ROOFDECK

(CURB LESS THAN 12" DO NOTREQUIRE PERPENDICULAR

FRAME MEMBERS)

METAL ROOFDECK

OPENING

OPENING

A

B

NOTES:1. ECCENTRIC ONE SIDED BEAM CLAMP WILL NOT BE ACCEPTED2. REF. STRUCTURAL STEEL GENERAL NOTES ON S001.

PLATE WASHER AS REQ'D(BY PIPE INSTALLER)

BTM/CHORD OF JOISTOR GIRDER

HANGER ROD (BYPIPE INSTALLER)

DETAIL "A"

DETAIL "B"

JOIST TOP CHORD

STD. PIPE TRAPEZE

HANGER RING OR EQUAL(BY PIPE INSTALLER)

BTM/CHORD OFJOIST OR GIRDER

HANGER ROD (BYPIPE INSTALLER)

JOIST SPACING (REF. PLAN)

EQUAL EQUAL

ABOVE DETAILS FOR USE w/ HANGER LOADS GREATER THAN 100 LBS.

HANGER ROD(BY PIPEINSTALLER)

DETAIL "C"

JOIST TOP CHORD

BAR JOISTHANGER(BY PIPEINSTALLER)

DETAIL "D"

PIPE TRAPEZEBY OTHERS

BTM/CHORDOF JOIST

SUPPORT AND CONN.TO JOIST BY PIPEINSTALLER

JOIST SPACING (REF. PLAN)

EQ. EQ.


L2 REQ'D EACH SIDE FOR POINT LOAD > 500#2. COORDINATE LOCATION WITH REFRIGERATION CONTRACTOR.

ADDITIONAL L2x2x1/4" WEB MEMBERREQ'D IF LOAD FALLS 6" OR MOREFROM PANEL POINT (TYP.)

JOIST

EQUIP SUPPORTAS REQ'D BYINSTALLER

6" OR LESSAHU

6" ±

(REF. NOTE #1)

1/8 (TYP.)

1/8 TYP


L2 REQ'D EACH SIDE FOR POINT LOAD > 500#2. COORDINATE LOCATION WITH REFRIGERATION CONTRACTOR.

ADDITIONAL L2x2x1/4" WEB MEMBERREQ'D IF LOAD FALLS 6" OR MOREFROM PANEL POINT (TYP.)

JOIST

EQUIP SUPPORTAS REQ'D BYINSTALLER

6" OR LESS

AHU

(REF. NOTE #1)

1/8 (TYP.)

1/8 TYP

IMP CEILING

1/8 TYP

SEISMIC BRACING (TRANSVERSEAND LONGITUDINAL) BY UNITINSTALLER (TYP.)BRACE TO JOIST TOP CHORDPANEL PANEL POINT (TYP.)

1/8 TYP

SEISMIC BRACING (TRANSVERSEAND LONGITUDINAL) BY UNITINSTALLER (TYP.)BRACE TO JOIST TOP CHORDPANEL PANEL POINT (TYP.)

PARALLEL TO JOIST

NOTES:1. HANGERS SHALL BE WITHIN 6" OF JOIST PANEL POINT OR PROVIDE ADD'L WEB MEMBER(S) PER

"TYPICAL CONCENTRATED LOAD ON JOIST" DETAIL 4/S0003.2. REFER TO MECH./REFRIG./UTIL./PROCESS DWGS. FOR HANGER AND HORIZ. MEMBER SIZES. SIMILAR

APPLIES TO ELECT. CABLE TRAY/CONDUIT AND FIRE PROTECTION.3. ALL HANGERS, HORIZ. MEMBERS, BRACES AND ADDITIONAL MEMBERS SHALL BE DESIGNED AND

SUPPLIED BY EACH RESPECTIVE SUB-CONTRACTOR.

ADD'L WEB MEMBER AS REQ'D (TYP.)(SEE "CONCENTRATED LOAD ON JOIST"DETAL (THIS SHEET)

JOIST

MORE THAN 6" HANGER SUPPORT

HORIZONTAL MEMBER

SEISMIC BRACING(TRANSVERSE ANDLONGITUDINAL) BY PIPEINSTALLER (TYP.)BRACE TO JOIST TOP CHORDPANEL PANEL POINT (TYP.)

PERPENDICULAR TO JOIST

NOTES:1. HANGERS SHALL BE WITHIN 6" OF JOIST PANEL POINT OR PROVIDE ADD'L WEB MEMBER(S) PER

"TYPICAL CONCENTRATED LOAD ON JOIST" DETAIL 4/S0003.2. REFER TO MECH./REFRIG./UTIL./PROCESS DWGS. FOR HANGER AND HORIZ. MEMBER SIZES. SIMILAR

APPLIES TO ELECT. CABLE TRAY/CONDUIT AND FIRE PROTECTION.3. ALL HANGERS, HORIZ. MEMBERS, BRACES AND ADDITIONAL MEMBERS SHALL BE DESIGNED AND

SUPPLIED BY EACH RESPECTIVE SUB-CONTRACTOR.

HANGER SUPPORT

HORIZONTAL MEMBER

ADD'L WEB MEMBER AS REQ'D (TYP.)(SEE "CONCENTRATED LOAD ON JOIST"DETAL (THIS SHEET)

JOIST

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

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ON

VILL

E, F

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2257

(904

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-290

0W

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S0003

STRUCTURALTYPICAL STEEL

DETAILS

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SCALE: 1/2" = 1'-0"1 TYP CONSTR WARNING LINE DETAIL AT ROOF EDGE

SCALE: 1/2" = 1'-0"4 TYPICAL CONCENTRATED LOAD ON JOIST DETAIL

SCALE: 1/2" = 1'-0"5 DIAPHRAGM CHORD ANGLE SPLICE DETAIL

SCALE: 3/4" = 1'-0"6 TYPICAL GIRT CONNECTION DETAIL

SCALE: 3/4" = 1'-0"7 TYPICAL SAG ROD CONNECTION DETAILS

SCALE: 3/4" = 1'-0"9 TYPICAL GUARDRAIL DETAIL

SCALE: 3/4" = 1'-0"10 TYPICAL ROOF GUARDRAIL DETAIL

SCALE: 1 1/2" = 1'-0"3 TYPICAL HANGER AT DOUBLE JOIST DETAIL

SCALE: 1" = 1'-0"14 TYPICAL OPN'G IN CONCRETE DECK FRAMING DETAIL

SCALE: 1" = 1'-0"8 TYP ROOF OPENING FRAMING DETAILS

RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 1 1/2" = 1'-0"2 TYPICAL PIPE MAIN SUPPORT DETAIL

SCALE: 1/2" = 1'-0"11 TYPICAL AHU SUPPORT DETAIL

SCALE: 3/4" = 1'-0"12 TYPICAL PIPE SUPPORT DETAIL

SCALE: 3/4" = 1'-0"13 TYPICAL PIPE SUPPORT DETAIL

BOT/BASE PLATE

TOP/FOOTINGTOP/PIER

1 1/

2" M

IN.

OR

4xA

NC

HO

R R

OD

DIA

.5

1/2"

TH

D. M

IN.

EMBE

DM

EN

T

CO

VER

IF C

OVE

R <

3"

3" H

AU

NC

H

LEVELING NUT(NOT REQ'D. IN FREEZER)

ANCHOR ROD

HEX NUT

BASE PLATE ANCHOR ROD HOLE

ANCHOR ROD DIA.

3/4" TO 1"

1 1/4" TO 2"

HOLE DIA.

5/16" OVERSIZE

1/2" OVERSIZE

ANCHOR ROD PLATE WASHERS

DIAMETER

7/8"

1 1/4"

DIAMETER

1 9/16"

2 1/16"

ANCHOR ROD MAX. HOLEW/ 1 1/16" DIA. HOLE

2 1/2" x 5/16"

3" x 1/2"

PLATE WASHER SIZE

NOTES:1. HOLES IN INSULATION BLOCKS SHALL BE 1/8" LARGER THAN THE

DIAMETER OF THE ANCHOR BOLT.2. IF ANCHOR ROD HOLE DIAMETER IS SPECIFIED LARGER THAN

SHOWN IN SCHEDULE, ANCHOR ROD PLATE WASHERS SHALLBE USED. (SEE BELOW)

NOTE:IF MAX. HOLE DIA. OPTION IS CHOSEN, PLATE WASHERS MUSTBE WELDED TO BASE PLATE WITH 3/16" FILLET WELD FULLLENGTH OF PLATE WASHER ON TWO OPPOSING SIDES WHENLOCATED AT A BRACED COLUMN.

ANCHOR ROD DETAILSET ANCHORS TO ENSURE PROPER EMBEDMENT

FROM TOP OF PIER OR FOOTING

1" 1 13/16" 3" x 3/8"

3/16

1 1/2" 2 5/16" 3 1/2" x 1/2"

3/4" 1 5/16" 2" x 1/4"

W1 W2

L1L2 D

C

A B

DC

A B

W1 W2

L1L2

FE

D

CBA

L1L2

W2W1

TYPE "4"TYPE "1" TYPE "2" TYPE "4"

Leng

th

WidthWidth

Leng

th

Width

Leng

th

NOTE:SEE PLAN FOR ORIENTATION.

L1L2

W1 W2

A B

CD


"W1" "W2"

Width

"L1"

"L2"

Leng

th

TYP. ALL AROUND1 1/2" CLR.

CONC. WALL PER PLANCONC. WALL PER PLAN

GRID

GRID

VERT. REINF.

REINF. TIES


"W1" "W2"

Width

"L1"

"L2"

Leng

th

TYP. ALL AROUND1 1/2" CLR.

CONC. WALL PER PLAN

CONC. WALL PER PLAN

GRID

GRID

VERT. REINF.

REINF. TIES

BUILDINGEXTERIOR

BUILDINGEXTERIOR

TYP. PIER ALONG WALL TYP. CORNER PIER

REF. PLAN AND BASEPLATE SCHEDULE



"W1"

"W2"

Wid

th

"L1""L2"

Length

TYP.

ALL

AR

OU

ND

1 1/

2" C

LR.CONC. WALL PER PLAN

GRID

VERT. REINF.

REINF. TIES

BUILDINGEXTERIOR

TYP. PIER ALONG WALL


GRID

CONC. WALL PER PLAN

3/4" CHAMFER @WALL/PIER TYP

3/4" CHAMFER @WALL/PIER TYP3/4" CHAMFER @

WALL/PIER TYP

PL1/2 (EA. SIDE)

3/4" DIA. HSA (TYP.)

ANCHOR BOLT (TYP.)

TOP OF FTG OR PIER PER PLAN

COLUMN PER PLAN

BASE PLATE FLUSH w/ COLUMN IN DIRECTION OF SHEAR

2" GROUT OF INSULATONBLOCK PER PLAN 5/16 (TYP.)

5/16 (3~SIDES, TYP.)

1/2" EMBED PLATE

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

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0W

WW

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As indicated

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BASE PLATE,ANCHOR BOLTS

AND PIERDETAILS

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BASE PLATE SCHEDULE

BP-##BP

TypeBPlate

ThicknessPlateWidth

PlateLength L1 L2 W1 W2 A B C D E F

ABoltDiameter

Anchor BoltEmbedment ABolt Grade Column Remarks Count

BP-1 4 3/4" 10" 1' - 5" 8 1/2" 8 1/2" 5" 5" 3 1/2" 3 1/2" 5" 5" 3/4" 9" F1554 GR36 W16 35BP-2 1 3/4" 18" 1' - 6" 9" 9" 9" 9" 7 1/2" 7 1/2" 7 1/2" 7 1/2" 3/4" 9" F1554 GR36 HSS12x12 60BP-3 4 1" 11" 1' - 5" 8 1/2" 8 1/2" 5 1/2" 5 1/2" 4" 4" 5" 5" 1" 1' - 0" F1554 GR36 W16 22BP-4 2 3/4" 19" 1' - 2" 7" 7" 9 1/2" 9 1/2" 8" 8" 5" 5" 3/4" 9" F1554 GR36 HSS12x12 12BP-5 4 3/4" 9" 0' - 11" 5 1/2" 5 1/2" 4 1/2" 4 1/2" 3" 3" 3" 3" 3/4" 9" F1554 GR36 W10 27BP-6 3 3/4" 12" 1' - 0" 7 1/2" 4 1/2" 4 1/2" 7 1/2" 3" 3" 3" 3" 3" 3" 3/4" 9" F1554 GR36 HSS8x8 4BP-7 2 3/4" 16" 0' - 9" 4 1/2" 4 1/2" 8" 8" 6" 6" 3" 3" 3/4" 9" F1554 GR36 HSS8x8 11BP-8 3 3/4" 16" 1' - 4" 9 1/2" 6 1/2" 6 1/2" 9 1/2" 3" 3" 5" 5" 3" 3" 3/4" 9" F1554 GR36 HS12x12 2BP-9 1 3/4" 10" 0' - 10" 5" 5" 5" 5" 3 1/2" 3 1/2" 3 1/2" 3 1/2" 3/4" 9" F1554 GR36 HSS5x5 5

BP-10 3 3/4" 14" 1' - 2" 8 1/2" 5 1/2" 5 1/2" 8 1/2" 3" 3" 4" 4" 3" 3" 3/4" 9" F1554 GR36 HS10x0 3BP-11 2 3/4" 17" 0' - 11" 5 1/2" 5 1/2" 8 1/2" 8 1/2" 7" 7" 3 1/2" 3 1/2" 3/4" 9" F1554 GR36 HSS10x10 8BP-12 1 3/4" 13" 1' - 1" 6 1/2" 6 1/2" 6 1/2" 6 1/2" 5" 5" 5" 5" 3/4" 9" F1554 GR36 HSS7x7 17BP-13 4 1" 10" 1' - 5" 8 1/2" 8 1/2" 5" 5" 3 1/2" 3 1/2" 5" 5" 1" 1' - 0" F1554 GR36 W16 BRACED COLUMN 6BP-14 2 1" 19" 1' - 2" 7" 7" 9 1/2" 9 1/2" 8" 8" 5" 5" 1" 1' - 0" F1554 GR36 HSS12x12 BRACED COLUMN 26BP-15 2 1" 17" 0' - 11" 5 1/2" 5 1/2" 8 1/2" 8 1/2" 7" 7" 3 1/2" 3 1/2" 1" 1' - 0" F1554 GR36 HSS10x10 BRACED COLUMN 4BP-16 4 1" 11" 0' - 11" 5 1/2" 5 1/2" 5 1/2" 5 1/2" 4" 4" 3" 3" 1" 1' - 0" F1554 GR36 W10 BRACED COLUMN 6BP-17 3 1" 14" 1' - 2" 8 1/2" 5 1/2" 5 1/2" 8 1/2" 3" 3" 4" 4" 3" 3" 1" 1' - 0" F1554 GR36 HS10x0 BRACED COLUMN 4BP-18 3 1" 12" 1' - 0" 7 1/2" 4 1/2" 4 1/2" 7 1/2" 3" 3" 3" 3" 3" 3" 1" 1' - 0" F1554 GR36 HSS8x8 BRACED COLUMN 2BP-19 2 1" 16" 0' - 9" 4 1/2" 4 1/2" 8" 8" 6" 6" 3" 3" 1" 1' - 0" F1554 GR36 HSS8x8 BRACED COLUMN 1

PIER SCHEDULE

Mark Length Width L1 L2 W1 W2Vert.Reinf.

Ties inFirst 5"

RemainingTie Info Remarks COUNT

RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

NOTE: ASSUME ALL BRACED COLUMNS WILL HAVE AN EMBED PLATE 1/2x15x1'-7" w/ 12~3/4" DIA. x 10" HSA.BASE PLATE SHOWN ARE MIN. SIZE REQUIRED. REF. S5301 FOR DETAILS AT BRACING COLS. BASE.

DN

A

A

B C D E F G H J K L M N P Q R S T

1 1

1.5

1.9 1.9

2 2

3 3

3.5 3.5

4 4

4.5 4.5

5 5

5.5 5.5

6 6

6.5 6.5

6.6

7 7

7.5 7.5

8 8

8.5 8.5

9 9

9.5 9.5

10 10

1111

12 12

B.2 C.1 D.1 D.9 F.8 G.8 J.7

K.6 L.6 M.5 N.1

XC XH

XJ

XJ XK

X3 X3

X5

X8

X11

X11

U

3.2

3.2

X.4X.4

X.1X.1

X.6X.6

X.9X.9

XA XM

WD WI WM

W12

XF

UNIT 1 UNIT 2

UNIT 3 UNIT 4

S1010 S1020

J.8 K.2

7.2

B.10

XE XH.1

A.1

393'

- 7"

422' - 0"

473'

- 2"

9.9

9.9

S1030 S1040

UNIT 3SECTOR 3.1

S1031

BRACED BAY BRACED BAY

BRACED BAY

BRACED BAY


BRACED BAY

BRACED BAY

BRACED BAYBRACED BAY


BRACED BAY BRACED BAY BRACED BAY BRACED BAY BRACED BAY BRACED BAY

BRAC

ED B

AYS

BRAC

ED B

AYS

BRAC

ED B

AYBR

ACED

BAY

BRAC

ED B

AYBR

ACED

BAY

BRAC

ED B

AYBR

ACED

BAY

BRAC

ED B

AYBR

ACED

BAY

BRAC

ED B

AYBR

ACED

BAY

BRAC

ED B

AYBR

ACED

BAY

BRAC

ED B

AYS

BRAC

ED B

AYS

BRAC

ED B

AY

BRAC

ED B

AY


14 1413 13

F.9

F.9 J.9

J.9

K.1

K.1

M.4

M.4

N.5

N.5

N.6

N.6

N.7

N.7

FOUNDATION NOTES:1. FINISHED FLOOR ELEV. = 0'-0" (REF.) SEE CIVIL DRAWINGS FOR ACTUAL.2. BP-X (-X'-X") INDICATES BASE PLATE TYPE AND BOTTOM OF BASE PLATE ELEVATION RESPECTIVELY.3. F, CF OR RFXX.X (-X'-X") INDICATES FOOTING MARK AND TOP OF FOOTING ELEVATION RESPECTIVELY.4. SEE DRAWING S0001 FOR STRUCTURAL GENERAL NOTES.5. SEE DRAWING S0002 FOR TYPICAL WALL JOINT, WALL AND FOOTING CORNER REINFORCING, SCHEDULES, STEP FOOTING, CMU JOINT AND

BEAM REINFORCING AND ISOLATION JOINTS.6. SEE DRAWING S0004 FOR BASE PLATE, ANCHOR BOLT AND PIER DETAILS.7. SEE ARCHITECTURAL DRAWINGS FOR STAIR LOCATIONS.8. SEE ARCHITECTURAL DRAWINGS FOR FLOOR SLOPES AND DRAINS.9. SEE PLUMBING DRAWINGS FOR UNDER FLOOR PLUMBING.10. ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS OR GROUPS OF COLUMNS AND WALL CENTERLINES U.N.O.11. CONTINUOUS FOOTINGS SHALL BE INTEGRAL WITH COLUMN FOOTINGS.12. SEE DRAWING SERIES S3000 FOR STRUCTURAL ELEVATIONS / BRACE LOCATIONS.

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



As indicated

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GS

S1000

OVERALLFOUNDATION

PLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

NSCALE: 1" = 20'-0"

OVERALL FOUNDATION PLAN

A

A

B C D E F G H J K

5

5.5

6

6.5

7

7.5

8

8.5

9

9.5

10

11

12 1' -

2"24

5' -

0"

31' -

2"

1' -

8"44

' - 0

"44

' - 0

"44

' - 0

"36

' - 2

"44

' - 0

"

2' -

7"1'

- 5"

31' -

2"

1' -

8"22

' - 0

"22

' - 0

"22

' - 0

"22

' - 0

"22

' - 0

"22

' - 0

"17

' - 4

"18

' - 1

0"22

' - 0

"22

' - 0

"

J.8 K.2B.10

1' - 6" 19' - 1"

1' - 2"30' - 7" 28' - 0"

1' - 6"

29' - 6" 29' - 9"

1' - 6"

29' - 9" 29' - 9"

1' - 6"

30' - 4" 7' - 6"

HSS10X10X1/4

W16X57

W10X39

HSS12X12X1/4

W10X39

HSS10X10X1/4

W10X49

HSS10X10X1/4

W10X49

HSS10X10X1/4

W16X57

HSS12X12X1/4

W10X49

W16X67

HSS12X12X1/4

W10X39

HSS10X10X1/4

W10X39

W10X39

W10X39

HSS10X10X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X5/16BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X5/16BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

MA

TCH

LIN

E

S102

0

MATCHLINE

S1030

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X67BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X67BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X67BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57BP-13 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X67 W16X67BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X67

BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

9.9W16X57BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-15 (-1' - 5 1/2")

BP-5 (-1' - 3 1/2") BP-16 (-1' - 3 1/2") BP-16 (-1' - 3 1/2") BP-5 (-1' - 3 1/2")

BP-5 (-1' - 3 1/2")

BP-5 (-1' - 3 1/2")

BP-17 (-1' - 5 1/2")BP-10 (-1' - 5 1/2")BP-10 (-1' - 5 1/2") BP-11 (-1' - 5 1/2") BP-10 (-1' - 5 1/2")

BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X5/16 HSS12X12X5/16BP-4 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-4 (-1' - 5 1/2")0' - 2" INS. BLCK


BP-4 (-1' - 5 1/2")0' - 2" INS. BLCK


BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK


BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK


BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK


BP-4 (-1' - 5 1/2")0' - 2" INS. BLCK


BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK


BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK


BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-3 (0' - 10")0' - 2" INS. BLCK

BP-1 (0' - 10")0' - 2" INS. BLCK

W16X57

W16X57BP-1 (0' - 10")0' - 2" INS. BLCK

BP-1 (0' - 10")0' - 2" INS. BLCK


BRACED BAY


BP-16 (-1' - 3 1/2")BP-5 (-1' - 3 1/2")BP-5 (-1' - 3 1/2")

BRACED BAY

BRAC

ED B

AYS

BRAC

ED B

AY

BRAC

ED B

AY

BRAC

ED B

AY

BRAC

ED B

AYBR

ACED

BAY

14

13

F.9 J.9 K.1

N.6 N.7

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



3/32" = 1'-0"

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S1010

UNIT 1 PARTIALFOUNDATION

PLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


N

RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 3/32" = 1'-0"

UNIT 1 PARTIAL ROOF FRAMING PLAN

NOTE: REF. S1000 FOR FOUNDATION NOTES AND SCHEDULE.

KL M N P Q R S T

5

5.5

6

6.5

6.6

7

7.5

8

8.5

9

9.5

10

11

12

31' -

2"

1' -

8"

44' -

0"

44' -

0"

44' -

0"

36' -

2"

44' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

15' -

0"

2' -

4"18

' - 1

0"22

' - 0

"22

' - 0

"

29' - 6" 29' - 6" 29' - 6" 29' - 6" 30' - 4"

1' - 6"

29' - 9" 30' - 3"

209' - 10"

K.2

7.2

22' - 0"

HSS10X10X1/4

W16X67

W10X49 W10X49 W10X39 W10X39

W16X57

HSS12X12X1/4

W10X39

W16X57

HSS12X12X1/4

W10X39

W16X67

W16X57

W16X57

W10X49

HSS12X12X1/4

HSS12X12X1/4 HSS12X12X1/4

W16X57

W16X57

HSS12X12X1/4

MA

TCH

LIN

E

S101

0

MATCHLINE

S1040

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X5/16BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X5/16BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X5/16

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

9.9

BP-16 (-1' - 3 1/2") BP-16 (-1' - 3 1/2") BP-16 (-1' - 3 1/2") BP-5 (-1' - 3 1/2") BP-5 (-1' - 3 1/2") BP-5 (-1' - 3 1/2") BP-5 (-1' - 3 1/2")

BP-1 (0' - 10")0' - 2" INS. BLCK

BP-1 (0' - 10")0' - 2" INS. BLCKBP-3 (-1' - 5 1/2")

0' - 2" INS. BLCK

BP-15 (-1' - 5 1/2")HSS10X10X1/4

W16X67BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-15 (-1' - 5 1/2")HSS10X10X1/4

W16X67BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-11 (-1' - 5 1/2")

W16X67BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS10X10X1/4BP-11 (-1' - 5 1/2")

HSS10X10X1/4BP-17 (-0' - 10")

BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X67

BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57BP-13 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57BP-13 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-1 (0' - 10")0' - 2" INS. BLCK

BP-1 (0' - 10")0' - 2" INS. BLCK

BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57

BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57

BP-13 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK


BP-4 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4

HSS12X12X3/8BP-4 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK


BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK


BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-4 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-4 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-8 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-8 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-1 (0' - 10")0' - 2" INS. BLCK


BRACED BAY

BRACED BAY BRACED BAY BRACED BAY

BRAC

ED B

AYS

BRAC

ED B

AY

BRAC

ED B

AYBR

ACED

BAY

K.1

M.4 N.5

11"

1' -

2"

1' -

2"DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

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3/32" = 1'-0"

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MO

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S1020


PLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 3/32" = 1'-0"

UNIT 2 PARTIAL ROOF FRAMING PLANN


A B C D E F G H J K

1

1

2

3

3.5

4

4

4.5

5 5

B.2 C.1 D.1 D.9 F.8 G.8 J.7

3.23.2

WA WC

WD

WF

WH

WK

WI WM

WN

WN

WP

WP WQ

WQ

W1

W2

W3

W4

W5W6

W7

W8

W9

W10

W11

W12

WE WG WJ

22' -

0"

22' -

0"

WB

HSS12X12X5/16

HSS12X12X1/4

HSS12X12X1/4

HSS12X12X5/16HSS12X12X5/16

W16X57

W16X57 W16X57W16X57

W16X57

W16X57

W16X57


W10X33

W10X30

A.1

A.1

MATCHLINE

S1010

MA

TCH

LIN

E

S104

0

MA

TCH

LIN

E

S103

1

S1031

OFFICE FOUNDATIONSEE ENLARGED PLAN

BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-7 (-1' - 5 1/2")HSS8X8X1/4BP-7 (-1' - 5 1/2")

HSS8X8X5/16BP-7 (-1' - 5 1/2")

HSS8X8X5/16BP-7 (-1' - 5 1/2")BP-6 (-1' - 5 1/2")

F10.0 (-1' - 7 1/2")

BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57

BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57

BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57

BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57

BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

44' -

0"

43' -

7"

5"1' -

7"

59' -

0"

BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-13 (0' - 10")0' - 2" INS. BLCK BP-3 (0' - 10")

0' - 2" INS. BLCK

BP-1 (0' - 10")0' - 2" INS. BLCK

BP-1 (0' - 10")0' - 2" INS. BLCK

BP-1 (0' - 10")0' - 2" INS. BLCK

BP-5 (-1' - 9 1/2")W10X33BP-5 (-1' - 9 1/2")

W10X33BP-5 (-1' - 9 1/2")

W10X33BP-5 (-1' - 9 1/2")

W10X33BP-5 (-1' - 9 1/2")

W10X33BP-5 (-1' - 9 1/2")

W10X33BP-5 (-1' - 9 1/2")

BP-5 (-0' - 8")

BRAC

ED B

AY

BRAC

ED B

AY

BRAC

ED B

AY

BRAC

ED B

AY

BRACED BAYBRACED BAYBRACED BAY

BRAC

ED B

AYS

BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-14 (-1' - 5 1/2")0' - 2" INS. BLCKBP-14 (-1' - 5 1/2")

0' - 2" INS. BLCK

EXTE

NT

OF

UN

DE

RFL

OO

R IN

SULA

TIO

N29

' - 7

"

BRACED BAY

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



3/32" = 1'-0"

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MO

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S1030


PLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 3/32" = 1'-0"



A

A

1

2

3

3.5

4

WA WC

WD

WF

WH

WK

WI WM

WN

WN

WP

WP WQ

WQ

W1W2

W3W3

W4

W5

W6

W7

W8W8

W9

W10

W11

W12W12

WE WG WJ

17' - 6" 24' - 10" 24' - 5"

12' - 2" 12' - 1" 6' - 8"

WB

A.1


HSS7X7X1/4

HSS7X7X1/4

HSS7X7X1/4

HSS7X7X1/4

HSS7X7X1/4

HSS7X7X1/4

HSS7X7X1/4

HSS7X7X1/4

HSS7X7X1/4

HSS5X5X3/8

HSS5X5X3/8

HSS7X7X1/4

HSS7X7X1/4

HSS5X5X1/4

HSS7X7X1/4

9' -

7"26

' - 0

"21

' - 7

"17

' - 8

"28

' - 1

0"1'

- 2"

8"4"

9' -

3"15

' - 5

"13

' - 0

"

2' -

4 1/

2"

16' -

9 1

/2"

8' -

3"18

' - 3

"20

' - 0

"

8"

8"

10"

10"

17' - 9" 22' - 3"

4"

11' - 4" 24' - 10" 24' - 5"

11' - 4"

4' - 8" 13' - 1" 33' - 11"

8' -

0"14

' - 0

"1'

- 7"

2' -

1"

7 5/

8"8

3/8" 8"

TYP. x 3 LOCATIONS

8"

8"

1' - 2 1/2" 10 3/4"

4' - 6 3/4"

8"

6' - 0" 9' - 0"

STEP

STEP

8' -

6"6'

- 11

"

7 5/8"

8' - 4 3/8" 4' - 9"

BP-12 (-0' - 10")F6.0 (-1' - 0")

BP-12 (-0' - 10")F6.0 (-1' - 0")

BP-12 (-0' - 10")F6.0 (-1' - 0")

BP-12 (-0' - 10")F5.0 (-1' - 0")

BP-12 (-0' - 10")F6.0 (-1' - 0")

BP-12 (-0' - 10")F6.0 (-1' - 0")

BP-12 (-0' - 10")F7.0 (-1' - 0")

BP-12 (-0' - 10")F7.0 (-1' - 0")

BP-12 (-0' - 10")F6.0 (-1' - 0")

BP-12 (-0' - 10")F5.0 (-1' - 6")

BP-12 (-0' - 10")F7.0 (-1' - 6")

BP-9 (-0' - 10")

BP-9 (-0' - 10")F5.0 (-1' - 6")

BP-9 (-0' - 10")F5.0 (-1' - 6")

MA

TCH

LIN

E

S103

0

BP-12 (-1' - 8 1/2")F6.0 (-1' - 10 1/2")

BP-12 (-1' - 5 1/2")F6.0 (-1' - 7 1/2")

BP-12 (-1' - 5 1/2")

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



3/16" = 1'-0"

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S1031

UNIT 3 SECTOR3.1 OFFICE

FOUNDATIONPLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

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

UNIT 3 SECTOR 3.1 OFFICE FOUNDATION PLANN


DN

K

K

L M N P Q R S T

1

1.5

1.9

2

2

3

3

3.5 3.5

4 4

4.5 4.5

5 5

J.7

N.9

K.6 L.6 M.5

N.1

N.1

XC

XC XH

XH

XG XJ XK XL

X3

X5

X8

X11

U

3.2

1.3

X.4

X.1

X.6

X.9

XD

XA

XA XM

X12

XF

XF

29' - 6" 29' - 6" 29' - 6" 29' - 6" 30' - 4"

1' - 6"

29' - 9" 30' - 3"

209' - 10"

17' -

0"

16' -

9 1

/4"

16' -

7 3

/4"

5"1'

- 7"

21' -

7"

44' -

0"

22' -

0"

9"28

' - 8

"28

' - 8

"28

' - 8

"

8"26

' - 9

"30

' - 3

"28

' - 0

"18

' - 1

1"

9"

7 1/

4"

HSS10X10X5/16

HSS10X10X5/16 HSS10X10X5/16

HSS10X10X5/16

HSS10X10X5/16

HSS10X10X5/16HSS8X8X1/4

HSS8X8X1/4

HSS8X8X1/4

HSS8X8X1/4

XEXA.1 XH.1

27' - 0" 27' - 6" 25' - 4" 34' - 1"

14' - 11"

8' - 0"

MATCHLINE

S1020

MA

TCH

LIN

E

S103

0

HSS7X7X1/4

HSS7X7X1/4

HSS7X7X1/4

9' - 11" 18' - 1"

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

HSS12X12X1/4BP-2 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X57

W16X57

W16X57

W16X57

HSS8X8X5/16

W16X67W16X57

HSS8X8X1/4HSS8X8X5/16HSS8X8X5/16

W16X67

HSS8X8X1/4

BP-7 (-1' - 5 1/2") BP-7 (-1' - 5 1/2") BP-7 (-1' - 5 1/2") BP-7 (-1' - 5 1/2")

6"6"19' - 8" 1' - 7" 8"

28' - 0" 28' - 0" 27' - 3" 17' - 9"

BP-12 (-0' - 10")

BP-12 (-0' - 10")

BP-12 (-1' - 2")

5' - 6" 22' - 6"

BP-7 (-4' - 10")

BP-7 (-4' - 10") BP-11 (-4' - 10")

HSS10X10X5/16BP-11 (-4' - 10")

HSS10X10X5/16BP-11 (-4' - 10")

BP-11 (-4' - 10")

BP-11 (-4' - 10")

BP-15 (-4' - 10")

BP-18 (-4' - 10")

BP-6 (-4' - 10")

BP-17 (-4' - 10")

BP-17 (-4' - 10")

HSS8X8X1/4BP-6 (-0' - 10")

HSS8X8X1/4BP-6 (-0' - 10")HSS8X8X1/4

BP-18 (-0' - 10")

8' -

10"

HSS12X12X1/4

HSS12X12X1/4

BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X67BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X67BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X67BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

W16X67

W10X33

W10X33

W10X33HSS8X8X1/4BP-19 (-4' - 10")

BP-3 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-3 (0' - 10")0' - 2" INS. BLCKBP-1 (0' - 10")

0' - 2" INS. BLCKBP-1 (0' - 10")0' - 2" INS. BLCK

BP-7 (-1' - 5 1/2")W10X33BP-5 (-1' - 5 1/2")

BP-5 (-1' - 5 1/2")

BP-5 (-1' - 5 1/2")

BP-5 (-1' - 5 1/2")

W10X33BP-5 (-1' - 9 1/2")

W10X33BP-5 (-1' - 9 1/2")

W10X33BP-5 (-0' - 8")

W10X33BP-5 (-0' - 8")

W10X33BP-5 (-0' - 8")

BRAC

ED B

AY

BRAC

ED B

AY

BRAC

ED B

AYS

BRACED BAY

BRACED BAY

BRACED BAY


BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-14 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-13 (-1' - 5 1/2")0' - 2" INS. BLCK

BP-1 (-1' - 5 1/2")0' - 2" INS. BLCK

EXTE

NT

OF

UN

DE

RLF

OO

R IN

SULA

TIO

N29

' - 7

"

BRACED BAY

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



3/32" = 1'-0"

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730-06161

MO

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S1040


PLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 3/32" = 1'-0"



DN

EW

EW

EWEWEW

EW

A

A

K S T

T

1

2 2

3 3

5 5

10 10

11 11

12 12

XG

X3

U

S30011

S30012

S30013

S30014

S30041

S3004

2

S30034

X.1

S3002

2 S3002

3

S3002

1

S3003

1S3002

4 S3003

2

S3003

3

XA XM

X12

WD

WF WK

WI WQ

WQ

W1

W3

W8

W9

W11

W12

UNIT 1 UNIT 2

UNIT 3 UNIT 4

UNIT 3SECTOR 3.1

S3003

5

S3004

3

B.9

B.9

C.2

C.2 G.9

G.9

J.1

J.1

CONVERTIBLE FREEZER (-20)101


CONVERTIBLE (-20)103



RECEIVING DOCK (35 deg.)100

TEMPERING (+35 / 50 deg.)111

TEMPERING (+35 / 50 deg.)110

MACHINE ROOMX124

MAINTENANCEX125

X123

ELECTRICALROOM

X118

FIRE PUMPROOM

X117

BATTERYCHARGING

BREAKROOM109

S3004

4


BRACED BAY

BRACED BAY


BRACED BAY

BRACED BAY

BRACED BAYBRACED BAY


BRACED BAY BRACED BAY BRACED BAY BRACED BAY BRACED BAY BRACED BAY

BRAC

ED B

AYS

BRAC

ED B

AYS

BRAC

ED B

AYBR

ACED

BAY

BRAC

ED B

AYBR

ACED

BAY

BRAC

ED B

AYBR

ACED

BAY

BRAC

ED B

AYBR

ACED

BAY

BRAC

ED B

AYBR

ACED

BAY

BRAC

ED B

AYBR

ACED

BAY

BRAC

ED B

AYS

BRAC

ED B

AYS

BRAC

ED B

AY

BRAC

ED B

AY


ON GRANULAR BASE (PER NOTES)ON COMPACTED FILL.

#4@18 O.C. EA. WAYON 10 MIL VAPOR RETARDER

T/SLAB ELEV. (-)4'-0"

6" CONCRETE SLAB W/



T/SLAB ELEV. 0'-0"

6" CONCRETE SLAB W/



T/SLAB ELEV. 0'-0"

5" CONCRETE SLAB W/



T/SLAB ELEV. 0'-0"

5" CONCRETE SLAB W/

UNIT 4


ON 7" INSULATIONON 10 MIL. VAPOR RETARDER

ON 3" SUB SLAB

T/SLAB ELEV. 0'-0"

12.5" CONCRETE SLAB



ON 3" SUB SLAB

T/SLAB ELEV. 0'-0"

12.5" CONCRETE SLAB



ON 3" SUB SLAB

T/SLAB ELEV. 0'-0"

12.5" CONCRETE SLAB



ON 3" SUB SLAB

T/SLAB ELEV. 0'-0"

12.5" CONCRETE SLAB



ON 3" SUB SLAB

T/SLAB ELEV. 0'-0"

12.5" CONCRETE SLAB



ON 3" SUB SLAB

T/SLAB ELEV. 0'-0"

12.5" CONCRETE SLAB



ON 3" SUB SLAB

T/SLAB ELEV. 0'-0"

12.5" CONCRETE SLAB



T/SLAB ELEV. 0'-0"

5" CONCRETE SLAB W/

4" I

MP

WAL

L30

' - 0

"U

ND

ERFL

R. I

NSU

L.30

' - 0

"

5" I

MP

WAL

L



ON 3" SUB SLAB

T/SLAB ELEV. 0'-0"

7" CONCRETE SLAB


7" CONCRETE SLAB

T/SLAB ELEV. 0'-0"

ON 10 MIL VAPOR RETARDER

TO C

OLU

MN

LIN

E 2

29' -

7"

CONCRETE SLAB NOTES:1. FINISHED FLOOR ELEV. = 0'-0" (REF.) SEE CIVIL DRAWINGS FOR ACTUAL.2. SEE DRAWING S0001 FOR STRUCTURAL GENERAL NOTES.3. SEE DRAWING S0002 FOR TYPICAL ISOLATION JOINTS.4. SEE FOUNDATION PLANS FOR ADDITONAL INFORMATION.5. FOR CONVENTIAL SLABS, CONTRACTION JOINTS SHALL BE SPACED A MIN. OF TWENTY FOUR TIMES THE SLAB

THICKNESS IN INCHES AND A MAX. OF THIRTY SIX TIMES THE SLAB THICKNESS IN INCHES. THE CONTRACTION JOINTASPECT RATION (WIDTH TO LENGTH RATIO) SHALL BE 1.0 TO 1.5.

6. CONTRACTION JOINTS SHALL BE PLACED A MIN. 12" FROM THE FACE OF ANY CMU BEARING ON THE SLAB.7. ALL SLAB-ON GRADE SHALL HAVE A MIN OF 6" GRANULAR BASE. (REF.) SEE GEOTECH REPORT & CIVIL DRAWINGS.8. SEE ARCHITECTURAL DRAWINGS FOR STAIR LOCATIONS.9. SEE ARCHITECTURAL DRAWINGS FOR FLOOR SLOPES AND DRAINS.10. SEE PLUMBING DRAWINGS FOR UNDER FLOOR PLUMBING AND DRAINS.11. SEE ARCHITECTURAL DRAWINGS FOR BOLLARD AND U-GUARD LOCATIONS.12. SEE DRAWING SERIES S3000 FOR STRUCTURAL ELEVATIONS.

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



As indicated

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S1100

OVERALL SLABPLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 1" = 20'-0"

OVERALL SLAB PLANN

A

1

2

3

3.5

4

WA WC

WD

WF

WF

WH

WH

WK

WI WM

WN

WN

WP

WP

WQ

WQ

W1W2

W3

W4

W5W5

W6

W7

W8W8

W9

W10W10

W11

W12W12

W24X76

22' - 3" 4" 11' - 4" 24' - 10" 24' - 5"1' - 10"

W24X55W14X22 W24X55

W14X22 W24X68 W21X44 W21X44

8"

35' -

7"

21' -

7"

17' -

8"

28' -

10"

1' -

2"

W21X44W21X44W14X22

100' - 11"

W14X22

8"17' - 9"

20' -

0"

10"

8' -

10"

4' - 8"

WE WG WJ

13' - 1" 16' - 5" 17' - 6" 24' - 10" 24' - 5" 2' - 1"

12' - 2" 12' - 1" 6' - 8"

13' -

0"

2' -

4 1/

2"16

' - 9

1/2

"8'

- 3"

18' -

3"

15' -

5"

W16

X26

W14

X26

W14

X26

W10X12

W14

X22

22K

7

22K

7

22K

7

22K

7

22K

7

20K

4

20K

4

20K

4

20K

4

20K

4

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

1' - 2 1/2"

10 3/4"

8' - 6 3/4"

79' - 11 23/32"

3' -

4 13

/16"

3' - 8 3/8"

9' -

3"

26' -

0"

21' -

7"

26' -

6"

8' -

3"

W10X12

C8X

11.5

W12X

26

W10

X15

W10X12

T/CONC. SLABEL. +15'-6"

B/DECKEL. +15'-2"

W21

X44

W14

X22

W14

X22

W14

X22

EXPANSION JOINT CONT.

26K

SP

26K

SP

26K

SP

26K

SP

26K

SP

26K

SP

26K

SP

26K

SP

26K

SP

26K

SP

26K

SP

26K

SP

26K

SP

26K

SP

26K

SP

26K

SP

26K

SP

26K

SP

20K

4

20K

4

20K

4

20K

4

20K

4

20K

4

20K

4

20K

4

20K

4

20K

4

20K

4

20K

4

20K

4

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

16K

3

24K

8

24K

8

24K

8

16K

3

24K

8

24K

8

24K

8

24K

8

24K

8

24K

8

24K

8

24K

8

24K

8

W10

X12

W10

X12

W10

X12

26K

SP

26K

SP

22K

7

22K

7

W10

X12

W10

X12

W10

X12

W10

X12

20K

4

20K

4

20K

4

20K

4

20K

4

20K

4

20K

4

W12

X16

20K

5

20K

5

22K

7

W12

X14

W14

X22

22K

7

22K

7

C8X

11.5

C8X

11.5

C8X

11.5

C8X

11.5

22K

720

K4

1' -

7"2'

- 1"

1' - 5"

24K

8

24K

8

24K

CS

3

10"2' - 5"

3' - 1" 3' - 1" 3' - 1" 8 SPA. @ 3'-1 1/4" = 24' - 10" 2' - 11 1/2" 3' - 1" 3' - 1" 3' - 1" 12' - 2 1/2"

W14X26

9"

2' - 1"

2' - 11 1/2" 6 SPA. @ 3'-1" = 18' - 6" 2' - 11 1/2"

3' - 1" 3' - 1" 3' - 1" 2' - 11 1/2"

4"

11' -

3"

3' - 4" 4' - 8" 3 SPA. @ 3'-3" = 9' - 9" 3' - 2" 4 SPA. @ 3'-1 1/2" = 12' - 6" 2' - 10" 5 SPA. @ 3'-1" = 15' - 5"

3' - 2"

2' - 4 1/2"

2' - 4" 2' - 4" 2' - 7 1/2" 2' - 10" 2' - 10" 5 SPA. @ 3'-1" = 15' - 5"

WB

W10X12

C8X11.5

C8X11.5

W10X12

W12X

26

3' - 4" 3 SPA. @ 3'-3" = 9' - 9"

26K

SP

5' -

6"15

' - 4

"

10"

7' -

9"7'

- 11

" FL

R O

PN'G

W10X12W10X12

W10X12

AHU

AHU

AHU

AHU

2 1/2"

2 1/2"

4" TALL POUR STOP ALLSIDES BY DECK MFG.

2"7'

- 7"

15' -

10"

4 1/2"

5"

22K

720

K4

22K

7

2"

8 1/2"

3' -

2 1/

2"

4 1/2"

2' -

1"

6' - 2 3/8"

1' - 1 9/16"

7"

CONT. L3x3x1/4

CONT. L3x3x1/4(TYP. UNO)

CONT. L3x3x1/4(TYP UNO)

8"

8"

5"

8' -

7"

8"

8"

6' - 1" 6' - 1" 6' - 0" 6' - 1" 6' - 0"

W10X12 W10X12

W10X

12

9' - 6"

4' - 0"

A.1

A.1

13' -

6"

103'

- 8"

2' -

5"

SLOPESLOPE

B/DECK EL. +13'-0"

B/DECK EL. +13'-2 1/2"(TYP ALONG WALL)

B/DECK EL. +13'-1 11/16"

B/DECK EL. +13'-2 1/2"

B/DECKEL. +13'-1 3/4"

B/DECK EL. +13'-0"

B/DECKEL. +13'-2 1/2"

1' -

2 1/

2"

5' -

7"5'

- 7

1/2"

5' -

7"

8"

200#

200#

200#

26KSPDEAD LOAD = 175PLFLIVE LOAD = 310PLF

6S5403

2S5403

6S5403

6S5403

4S5403

4S5403

9S5403

9S5403

3S5403

7S5403

1S5403

8S5403

7S5403

4 1/

2"

12S5403

13S5403

CONT. CURVEDBENT PL3x7x1/4 (LLH)


CONT. L5x3x1/4 (LLH)

CONT. L3x3x1/4

CONT. L5x3x1/4

5' - 7"

T/ST'L EL. +13'-2 1/2"

CONT. CURVED L3x3x1/4

PERIM. ANGLE SUPPORTSTIFFENER PL1/2 @ 24" O.C.


EDGE OF SLAB

POUR STOP PERDECK MFG.

LEGEND:1. END REACTION: (x.xK);2. NOTE: WF BEAMS WITHOUT DEFINED LOAD INDICATES END RXN LESS THAN/EQUAL TO 10.0K3. MEMBER TOP CHORD FORCE: [x.xK]

ELEVATED FLOOR FRAMING NOTES:1. REF. PLAN FOR B/DECK AND TOP OF SLAB ELEVATIONS.2. SLAB CONSTRUCTION: 3" NORMAL WEIGHT CONCRETE OVER 1.0C CONFORM 22 GA GALV DECK (4" TOTAL

THICKNESS). REINFORCE SLAB WITH FLATTENED SHEETS OF WWF 6x6-W2.9xW2.9 OR #3 @ 12" O.C . EA. WAYSUPPORTED 1 1/2" BELOW TOP SURFACE OF SLAB. ENDS AND SIDES OF DECK UNITS SHALL BE LAPPED AMINIMUM OF 3" TO PREVENT DISPLACEMENT AND DROPPING OF CONCRETE FILL. FASTENING OF DECK TOSUPPORTS SHALL BE BY MEANS OF PUDDLE WELDS.DECK SHALL BE ATTACHED WITH 3 WELDS PER SHEET ATTHE END OF THE SHEET AND 2 WELDS PER SHEET AT EACH INTERMEDIATE SUPPORT. ALL WELDING SHALL BEPERFORMED BY CERTIFIED WELDERS. TO PREVENT DISPLACEMENT, SIDE SEAMS SHALL BE ATTACHEDBETWEEN SUPPORT BY MEANS OF SELF-TAPPING SCREWS.

3. DECK SHALL BE PLACED IN A MIN. 3 SPAN CONDITION.4. REF. S0001 FOR DESIGN UNIFORM LIVE AND DEAD LOAD AND GENERAL NOTES.5. JOISTS DESIGNED FOR DEAD LOAD/LIVE LOAD DEFLECTION OF 360/240.

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



As indicated

C:\R

evit

Loca

l\061

61S

truc

t_M

Rao

of.r

vt10

/23/

2017

4:4

0:08

PM

730-06161

MO

GS

S1231

UNIT 3 SECTOR3.1 OFFICEMEZZANINE

FLOORFRAMING PLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

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

OFFICE MEZZANINE FLOOR FRAMING PLAN UNIT 3 SECTOR 3.1N

1

N.9

N.9

XC

XC XH

XH

XG

XJ

XJ

X3

X5

X8

X11 X11

U

1.3

X.4

X.1

X.6

X.9

W24X62 W24X62

W24X76

27' - 8" 28' - 0"

3' - 0"

W16

X26

W16

X26

24K

4

W10X12

W14X34

24K

8

24K

8

24K

8

24K

8

24K

7

W16

X31

W18X46

W24X55

16K

4

W18X35

W16

X26

XD

3' - 0"1' - 10"

2' - 0"

3' - 0" 3' - 0"1' - 10" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

2' - 0"

XA

X12

X12

B/DECKEL. 15'2

24' - 4" 34' - 7"

33' - 2" 22' - 6"

B/DECKEL. 13'1

XF

XF

T/CONC. SLABEL. 15'6

T/CONC. SLABEL. 13'5

26' -

9"

30' -

3"

28' -

0"

18' -

11"

9"

XEXA.1 XH.1

2' - 3" 27' - 0" 27' - 6"

4 3/

8"

W12X22

W12X16

W12

X16

W24X55

25' - 0"

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

8' -

9"

12K

1

16K

3

W14

X22

8' -

9"18

' - 0

"

3' - 0" 3' - 0" 3' - 0" 2' - 0"

8"

2' -

6"2'

- 9"

2' -

7"

16K3

16K3

16K3

16K3

16K3

16K3

16K3

16K3

16K3

16K3

16K3

16K3

16K3

16K3

16K3

16K3

16K3

16K3

16K3

16K3 2' -

4"

18K3

18K3

18K3

18K3

18K3

18K3

18K3

18K3

18K3

18K3

18K3

18K3

12K1

12K1

12K1

12K1

12K1

12K1

12K1

55' -

4"

18' - 9 3/16" 15' - 10 13/16"

2' -

0 3/

8"12

SPA

@ 2

'-7"

31' -

8"

2' -

6"5

SPA

@ 2

'-7"

15' -

6"

8"

1' - 2"

3' - 0" 3' - 0" 2' - 6" 2' - 8" 3' - 0" 3' - 0" 3' - 0" 3' - 0"2' - 8"

10' -

4"

7' -

8"

W10

X12

7' -

0"

2' - 10"1' - 9" 1' - 5"

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

24K

8

24K

8

24K

8

24K

8

24K

8

24K

8

24K

8

24K

8

24K

8

24K

8

24K

8

24K

8

24K

8

24K

8

24K

8

W10

X12

W10

X12

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

24K

7

W18X35

W12

X16 16

K4

16K

4

16K

4

16K

4

16K

4

16K

4

16K

4

16K

4

12K

1

12K

1

12K

1

12K

1

16K

3

16K

3

10' -

2"

AHU 2-2

AHU2-1

300#

L4X4X1/4TYP

300#

AHU 2-3300#

2' - 6"6"

3' - 0"

8"8" 1' - 2"

3' - 0" 3' - 0" 2' - 6" 2' - 8" 4 SPA. @ 3'-0" = 12' - 0" 2' - 8" 2' - 0" 8 SPA. @ 3'-0" = 24' - 0" 2' - 0"8"

23' - 3 1/2"

6" 6' - 0" 6' - 0" 5' - 0" 5' - 0"6" 10

' - 2

"4'

- 8"W10X19

W10

X12

W10

X12

W10

X12

W10

X12

W10

X12

3S5403

1S5403

6S5403

2S5403

5S5403

1S5403

14S5403

1 1/2"x20 GA.METAL DECK

CONT. CURVED L5x3x1/4 (LLH)

2S5403

16S5403

16S5403

15S5403

16S5403

15S5403

B/DECKEL:13'-2"

B/DECKEL:12'-11"

6S5404





DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



As indicated

C:\R

evit

Loca

l\061

61S

truc

t_M

Rao

of.r

vt10

/23/

2017

4:4

1:40

PM

730-06161

MO

GS

S1241

UNIT 4 SECTOR4.1 WELFARE &

MAINT.MEZZANINE

FLOORFRAMING PLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

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

UNIT 4 SECTOR 4.1 WELFARE & MAINT. MEZZANINE FLOOR FRAMING PLANN

MCP MCP

MC

P

A

A


1 1

1.5

1.9

2

2

3

3

3.5 3.5

4 4

4.5 4.5

5 5

5.5 5.5

6 6

6.5

6.6

7 7

7.5 7.5

8 8

8.5 8.5

9 9

9.5 9.5

10

101111

12 12

B.2 C.1 D.1 D.9 F.8 G.8 J.7 K.6 L.6 M.5 N.1

XC

XC XH

XJ

XJ XK XL

X3

X5

X8

X11

U

393'

- 7"

59' -

0"

1' -

7"44

' - 0

"44

' - 0

"44

' - 0

"36

' - 2

"44

' - 0

"44

' - 0

"44

' - 0

"1'

- 8"

31' -

2"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

36' -

2"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

30' - 3"29' - 9"1' - 6"30' - 4"29' - 6"29' - 6"29' - 6"29' - 6"30' - 4"1' - 6"29' - 9"29' - 9"1' - 6"29' - 9"29' - 6"29' - 6"30' - 7"

18' -

10"

2' -

4"

15' -

0"

3.23.2

1.3

X.4

X.1

X.6

X.9

17' -

0"

16' -

9 1

/4"

16' -

7 3

/4"

XD

XD

422' - 0"

30' - 7" 29' - 6" 29' - 6" 29' - 9" 1' - 6" 29' - 9" 29' - 9" 1' - 6" 30' - 4" 29' - 6" 29' - 6" 29' - 6" 29' - 6" 30' - 4" 1' - 6" 29' - 9" 30' - 3"

31' -

2"

1' -

8"5"

43' -

7"

44' -

0"

44' -

0"

36' -

2"

44' -

0"

44' -

0"

44' -

0"

1' -

7"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

28' -

8"

28' -

8"

28' -

8"

3" 34' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 27' - 3" 17' - 9" 21' - 3"

26' -

9"

30' -

3"

28' -

0"

12' -

6"

34' - 7" 32' - 1" 32' - 1"55' - 8"

XA XM

X12

WD

WF

WF

WH

WH

WK

WM

WM

WN

WN

WP

WP WQ

WQ

W3

W4

W5

W7

W8

W9

W10

W11

W12

C.3 M.7S.2

B/DECKEL. 46'-0"

B/DECKEL. 46'-7"

B/DECKEL. 55'-0"

B/DECKEL. 54'-6 1/2"

B/DECKEL. 54'-1"

B/DECKEL. 53'-7 1/2"

B/DECKEL.53'-3"

B/DECKEL. 52'-9 7/16"

B/DECKEL. 52'-4"

B/DECKEL. 51'-10 1/2"

B/DECKEL.26'-0"

.

SLO

PE

1/8"

/FT

.

SLO

PE

1/4"

/FT

.

SLO

PE

1/4"

/FT

SECTOR 3.1

UNIT 1S1410

UNIT 2S1420

UNIT 3 UNIT 4S1430 S1440

SECTOR 1S1431

XF

J.8

B/DECKEL.27'-2 3 /4"

K.2

7.2 7.2

B.9 C.2 G.9 J.1M.8 N.2 R.8 S.1

1.8 1.8

B.10

XEXA.1 XH.1

A.1

2' -

0"

7 7/

8"

5"1'

- 7"

2' -

0"

9.9 9.9

17' -

0"

16' -

9 1

/4"

18' -

9 3

/4"

ROOF FRAMING NOTES:1. SEE DRAWING S0001 FOR STRUCTURAL GENERAL NOTES.2. SEE DRAWING S0003 FOR TYPICAL CONT. PERIMETER ANGLE SPLICE, TYP. ROOF OPENING FRAMING DETAIL, AND PIPE

MAIN SUPPORT DETAIL.3. SEE DRAWING SERIES S3000 FOR STRUCTURAL ELEVATIONS.4. ALL JOIST & GIRDER SIZES SHOWN INCLUDE ALL UNIFORM ROOF DEAD LOAD, APPLICABLE LIVE OR SNOW LOAD, ALONG

WITH ALL MEPR LOADS LISTED ON PLANS. ROOF UPLIFT LOADING NOT ACCOUNTED FOR IN LOADING OF JOISTDESIGNATIONS.

5. GIRDERS WITH "SP" INDICATE ADDITIONAL POINT LOADS AS NOTED ON PLAN AND/OR TOP AND/OR BOTTOM CHORDFORCES AS NOTED ON PLANS WHICH SHALL BE INCORPORATED INTO ITS DESIGN.

6. SEE DRAWING S6001 FOR UPLIFT AND DECK ATTACHMENT DIAGRAMS.7. EXTEND BOTTOM CHORD OF JOISTS @ AHU WHERE APPLICABLE.8. ALL T/STEEL ELEV. GIVEN WITH RESPECT TO TOP OF FINISH FLOOR SLAB ASSUMED ELEVATION 0'-0"9. ANY LOAD SUSPENDED FROM THE ROOF STRUCTURE SHALL HANG DIRECTLY FROM THE BAR JOIST OR JOIST GIRDER.

OTHERWISE, PROVIDE ADDITIONAL SUPPORT MATERIAL, DESIGNED TO CARRY THE LOAD BETWEEN THE STRUCTURALMEMBERS. (REF. DETAIL ON S0003) DO NOT SUPPORT LOADS FROM BRIDGING.

10. NOTIFY STRUCTURAL ENGINEER IF MECHANICAL, PROCESS, OR REFRIGERATION EQUIPMENT, DUCTS OR PIPING AREPLACED IN LOCATIONS OTHER THAN THAT SHOWN ON FRAMING PLANS.

11. SEE DETAIL ON S0003 FOR TYPICAL CONCENTRATED LOAD ON JOIST DETAIL.12. BRIDGING: PROVIDE NUMBER OF ROWS OF HORIZONTAL OR DIAGONAL BRIDGING OF MATERIAL, SIZE AND TYPE

REQUIRED BY SJI'S "SPECIFICATIONS" FOR TYPE OF JOIST, CHORD SIZE, SPACING AND SPAN. FURNISH ADDITIONALERECTION BRIDGING IF REQUIRED FOR STABILITY AND WHERE SPECIAL BRIDGING CONDITIONS ARE INDICATED ON THEDRAWINGS.

13. SEE REFRIGERATION, MECHANICAL AND UTILITY DRAWINGS FOR TYP. PIPE STANDS/SUPPORTS.14. REFRIGERATION CONTROL GROUPS DENOTED AS (CG).

LEGEND:1. TOTAL END REACTIONS: X.X kip, LIVE LOAD END REACTIONS (X.X kip)2. NOTE: WF BEAMS WITHOUT DEFINED LOAD INDICATES END RXN LESS THAN/EQUAL TO 10.0 K3. ADDITIONAL JOIST PANEL POINT LOADS ON GIRDER: +X.X K4. MEMBER TOP CHORD FORCE BASED ON CONTROLLING OF 1.0 WIND AND 0.7 EQ: [X.X K]5. REFERENCE POINT REFERS TO INSIDE CORNER OF CURB.

JOISTS SUPPORTING SPRINKLER MAINS:1. VERIFY TOP CHORD OF JOISTS FOR MAINS SUPPORTED BY SIDE MOUNTED CLAMPS W/ RETAINER CLIPS.

a. LOCAL BENDING OF TOP CHORD SHALL BE CHECKED FOR MAX. CONCENTRATED LOAD OF 240LBS.

UTILITY PIPE RUN HANGER NOTES:1. FOR PIPE RUNS PERPENDICULAR TO JOIST SPAN, HANGERS SHALL BE LOCATED ON SHOWN ON PLANS.2. PROVIDE ADDITIONAL HANGERS AS REQUIRED TO SUPPORT SMALLER PIPE WITHIN PIPE BANKS AS REQUIRED PER

UTILITY DRAWINGS.3. FOR PIPE RUNS PARALLEL TO JOIST SPAN, HANGERS SHALL BE LOCATED ON JOISTS SHOWN WITH SPACING AS

REQUIRED PER UTILITY DRAWINGS.4. HANGERS NOT SHOWN ON ROOF PLANS SHALL BE BE LOCATED AND INSTALLER PER UTILITY DRAWINGS.5. HANGERS SHALL BE DESIGNED AND PROVIDED BY UTILITY INSTALLER OR REPRESNTATIVE THEREOF.6. REF. UTILITY DRAWINGS FOR ADDITIONAL INFORMATION REGARDING MAXIMUM PIPE SPAN, SPECIFIC SUPPORT DESIGN

REQUIREMENTS, ANY APPLICABLE BRACING REQUIREMENTS, ETC.7. HANGERS SUSPENDED FROM THE ROOF STRUCUTRE SHALL BE HUNG DIRECTLY FROM THE BAR JOIST AND JOIST

GIRDER. OTHERWISE, PROVIDE ADDITIONAL SUPPORT AS REQUIRED DESIGNED TO CARRY THE LOAD BETWEENSTRUCTURAL MEMBERS. REF. DETAIL ON TYPCIAL DETAILS SHEET. DO NOT SUPPORT ANY LOAD FROM BRIDGING.

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



As indicated

C:\R

evit

Loca

l\061

61S

truc

t_M

Rao

of.r

vt10

/23/

2017

4:5

0:33

PM

730-06161

MO

GS

S1400

OVERALL ROOFFRAMING PLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 1" = 20'-0"

OVERALL ROOF FRAMING PLANN

A B C D E F G H J K L

5

5.5

6

6.5

7

7.5

8

8.5

9

9.5

10

11

12

C.3

48G

8N4.

0K S

P[1

0.0K

]

W14

X43

c=(

1 1/

2")

48G

8N4.

0K S

P[1

5.0K

]

48G

8N4.

0K S

PW

18X

35 c

=(1

")48

G8N

4.0K

SP

[10.

0K]

48G

8N4.

0K S

PW

18X

35 c

=(1

")48

G8N

4.0K

SP

W14

X43

48G

8N5.

1K

48G

8N5.

0K

48G

8N5.

7K

48G

8N5.

1K

W14

X43

c=(

1 1/

2")

48G

8N4.

0K S

P

48G

8N5.

0K

48G

8N5.

0K48

G8N

5.0K

48G

8N5.

0K

48G

8N5.

1K

W24

X55

W24

X55

48G

8N4.

0K S

P

48G

8N4.

0K S

P

28G

4N4.

0K S

P28

G4N

4.0K

SP

W14

X22

W14

X22

28G

4N3.

5K S

P[1

5.0K

]28

G4N

3.5K

SP

[15.

0K]

48G

8N6.

6K48

G8N

5.1K

48G

8N5.

1K

48G

8N6.

5K48

G8N

5.1K

48G

8N5.

1K48

G8N

5.1K

31' -

2"

1' -

8"

8 EQ

UAL

SPA

CES

= 4

4'-0

"44

' - 0

"8

EQU

AL S

PAC

ES =

44'

-0"

44' -

0"

8 E

QU

AL S

PAC

ES =

44'

-0"

44' -

0"

8 EQ

UAL

SPA

CES

= 3

6'-2

"36

' - 2

"

23' -

8"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

17' -

4"

18' -

10"

30' - 7" 28' - 0" 1' - 6" 29' - 6" 29' - 9"

1' - 6"

29' - 9" 29' - 9"

1' - 6"

30' - 4"

245'

- 0"

8 E

QU

AL S

PAC

ES =

44'

-0"

44' -

0"

22' -

0"

22' -

0"

B/DECKEL. 55'-0"

B/DECKEL. 54'-6 1/2"

B/DECKEL. 54'-1"

B/DECKEL.53'-7 1/2"

B/DECKEL. 53'-3"

B/DECKEL. 52'-9 7/16"

B/DECKEL. 46'-7"

B/DECKEL. 46'-0"

28G5N3.5K SP 28G5N4.0K SPW16X26 W16X26 28G5N3.5K SP 28G5N3.5K SP 24G5N4.0K 24G5N4.0K

54G10N3.0K SP

W16X2620K3

[20.0K] W16X2620K3

[40.0K] W16X2620K3

[10.0K]20K3

[20.0K]

54G11N3.0K SP

J.819' - 1"

54G11N3.0K SP

20K

4 S

P[1

0K]

22K

4

22K

4

22K

4

22K

4

22K

4 S

P[8

K]

22K

4

22K

4

22K

4

22K

4

22K

4

20K

3

22K

CS

2

22K

CS

2

22K

CS

2

22K

CS

2[8

K]

22K

CS

2

22K

CS

2

22K

CS

2

22K

CS

2

22K

4

22K

4

22K

4

22K

4

22K

4

22K

4

22K

4 S

P[8

K]

28G

4N4.

0K S

P[1

0.0K

]28

G4N

4.0K

SP

[10.

0K]

28G

4N4.

0K S

P[1

5.0K

]28

G4N

4.0K

SP

[15.

0K]

48G

8N5.

5K48

G8N

5.0K

48G

8N5.

1K

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K3

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K4

20K5

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

W21X44

12KCS1

12KCS1

12KCS1

12KCS1

12KCS1

12KCS1

W21X44

20K6

20K6

20K6

20K6

20K3

20K3

20K3

20K3

20K4

20K4

20K4

20K4

20K6

20K6

20K6

20K6

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K5

20K4

20K5

20K5

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K6

20K6

20K6

20K6

20K4

20K4

20K4

48G

8N5.

0K S

P

48G

8N5.

1K S

P48

G8N

4.0K

48G

8N6.

0K S

P

48G

8N4.

0K S

P[1

5.0K

]

48G

8N4.

0K S

P[1

0.0K

]

48G

8N4.

0K S

P

48G

8N4.

0K S

P

48G

8N5.

1K S

P

20K4

20K5

20K5

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20K6

20K6

20K6

20K6

20K4

20K4

20K4

20K420K4 20K4

20K4

20K4

20K4

20K6

20K6

20K6

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K5

20K5

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

/2 S1500SEE ENLARGED PLANPENTHOUSE -1

K.2

59' - 10"

241' - 8"

58' - 7"

1' - 6"

29' - 6" 29' - 9" 1' - 6" 59' - 6" 1' - 6"

22K

CS

2[8

K]

20K3

20K3[40.0K]

20K4

20K4

20K3

20K3

20K3

20K3

20K4

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20K5

20K5

20K3

20K3

20K3

20K3

10 EQUAL SPACES = 60'-1"

W16X26 28G5N3.5K

5 EQUAL SPACES = 29'-6" 5 EQUAL SPACES = 29'-6" 11 EQUAL SPACES = 59'-6" 11 EQUAL SPACES = 59'-10"

11' - 3" 7' - 6" 22' - 0"

11' - 9"

48G

8N6.

1K48

G8N

4.6K

48G

8N4.

6K48

G8N

5.0K

1S5401

2S5401 3

S5401

3S5401

6S5401

5S5301

7S5301

W16X26

20K

4

20K

4

20K

4

20K

4

20K

4

20K

4

20K

4

20K

4

20K

4

22K

CS

2

7S5301

B.10

22K

4

22K

4

22K

4

22K

4

22K

4

5S53017

S5401

7S5401

OPP.HAND

4S5401

10S5401

8S5401

9S5401

7S5401

11S5401

3S5401

7S5301

3S5401

7S5301

OPP.HAND

X-BRACING X-BRACING X-BRACINGX-BRACINGX-BRACING

10"

GIRT LINE

9"6"

X-BRACING X-BRACING

X-BRACINGX-BRACING

X-BRACING

X-BRACING

5S5401

12S5401

7" 7" 7" 7"

1S5402

2S5402

3S5402

3S5402

AU-1

315

00#

AU-1

415

00#

22K

4

OPP.HAND

4S5402

K.8 L.1

11.1

4S5402

+.05K +.05K L3x3x1/4 CONT. DIAPHRAGMANGLE. SEE DET. DWG S0002

1/4x3"x0'-10" CONT. BENTPLATE DIAPHRAGM ANGLE.SEE DET. DWG S002


5S5402

5S5402

6S5402

6S5402

9.9 9.9

7"

/

MATCHLINE

1 S1430

/

MA

TCH

LIN

E

1S1

420

/

MA

TCH

LIN

E

1S1

420

HSS4X4X1/4

HS

S4X

4X1/

4

HS

S4X

4X1/

4

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

HS

S4X

4X1/

4

HS

S4X

4X1/

4

HSS4X4X1/4

HS

S4X

4X1/

4

HS

S4X

4X1/

4

HSS4X4X1/4

HS

S4X

4X1/

4

K-BRACETYP.

X-BRACING

X-BRACING



1/4x3"x0'-7" CONT. BENT PLATEDIAPHRAGM ANGLE. SEE DET.DWG S002




+1.0K

+1.0K

+0.5K

+1.6K

+2.0K

+1.0K

+2.0K

+2.0K

+1.0K

+1.0K

+2.0K

+2.0K

+2.8K

+0.8K

+1.5K

+2.5K

+1.2K

CG1000#

CG1000#

REFRIG . PIPE 100 PLF

REFRIG . PIPE 100 PLF

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



3/32" = 1'-0"

C:\R

evit

Loca

l\061

61S

truc

t_M

Rao

of.r

vt10

/23/

2017

4:5

3:05

PM

730-06161

MO

GS

S1410

UNIT 1 PARTIALROOF FRAMING

PLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


N

RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 3/32" = 1'-0"

UNIT 1 PARTIAL ROOF FRAMING PLAN

NOTE: 1400 FOR FRAMING GENERAL NOTES.

L M N P Q R S T

5

5.5

6

6.5

6.6

7

7.5

8

8.5

9

9.5

10

11

12

M.7

S.2

29' - 6" 29' - 6" 29' - 6" 30' - 4"

1' - 6"

29' - 9" 30' - 3"

245'

- 0"

31' -

2"

1' -

8"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

15' -

0"

2' -

4"

18' -

10"

22' -

0"

22' -

0"

44' -

0"

44' -

0"

44' -

0"

36' -

2"

44' -

0"

48G

8N6.

1K

48G

8N6.

4K

48G

8N6.

4K

48G

8N5.

6K

48G

8N3.

0K S

P[2

0K]

48G

8N3.

0K S

P[1

5K]

48G

8N4.

5K

W16X26

W16X2628G5N4.5K SP 28G5N4.0K SP 28G5N3.5K SP 28G6N3.5K SP

28G6N3.0K SP54G10N4.0K SP28G5N4.5K SPW16X26

59' - 10"

180' - 4"

5 EQUAL SPACES = 29'-6" 5 EQUAL SPACES = 29'-6" 10 EQUAL SPACES = 59'-10" 5 EQUAL SPACES = 29'-6"

8 EQ

UAL

SPAC

ES =

44'

-0"

22K

CS

2[8

K]

22K

CS

2

22K

4

22K

4

22K

CS

2

22K

CS

2

22K

CS

2

22K

CS

2

22K

CS

2

22K

CS

2

22K

CS

2[8

K]

22K

CS

2

22K

4

22K

4

22K

4

22K

4

22K

4

22K

4

22K

4

22K

4

22K

4 S

P[8

K]

22K

4

22K

4

22K

4

22K

4

22K

4

W16X2620K3

[35.0K] W16X36 20K3[40.0K]

20K3[35.0K]

W16X36

48G

4N4.

0K S

P

20K4

20K4

20K4

20K4

20K420KCS220K4

20K4 20K3 20K4 20K4 20K4

48G

8N4.

6K48

G8N

4.6K

48G

8N5.

0K

48G

8N5.

0K48

G8N

5.0K

W24

X55

48G

8N5.

0K S

P

48G

8N5.

2K48

G8N

5.2K

48G

8N4.

0K48

G8N

5.0K

SP

48G

8N5.

6K48

G8N

5.6K

48G

8N5.

3K48

G8N

5.1K

W14

X48

W14

X48

48G

8N4.

5K S

P[2

5K]

48G

8N4.

5K S

P[1

0K]

W14

X43

48G

8N4.

5K S

P[1

5K]

W16

X26

48G

8N4.

5K S

P

48G

8N4.

5K48

G8N

4.5K

W16

X26

48G

8N4.

5K

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

12K1

12K1

12K1

12K1

12K1

12K1

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20KCS2

20KCS2

20KCS2

20K4

20K4

20K4

20KCS2

20KCS2

20KCS2

20KCS2

20K6

20K6

20K6

20K6

20K6

20K6

20K6

20KCS3

20KCS3

20KCS3

20KCS3

20KCS3

20KCS3

20KCS3

20K6

20K6

20K6

20K6

20K6

20K6

20K6

20K6

20K6

20K6

20K6

20K6

20K6

20K6

20K3

20K3

20K3

20KCS2

20KCS2

20KCS2

20K4

20K4

20K4

20KCS2

20KCS2

20KCS2

20KCS2

20K4 20K4 20K3 20K4 20K4 20KCS3

W14X22 W18X40 20KCS2 20K3 W21X44 W21X44

20K4

20K4 20K4 20KCS2 20K4 20K3 20K3

48G

4N4.

0K S

PW

14X

22W

14X

2248

G4N

4.0K

SP

48G

4N4.

0K S

P48

G4N

4.0K

SP

48G

4N4.

0K S

P48

G4N

4.0K

SP

W14X22W18X40 20KCS2 20KCS2

W21X44

W21X44

48G

4N4.

0K S

P

W18

X40

W16

X26

20KCS2

20KCS2

20KCS2

20KCS2

20KCS2

W21X44

W21X44

W14

X22

W14

X22

W16

X26

/3 S1500

13' - 6"

SEE ENLARGED PLANPENTHOUSE -2

SEE ENLARGED PLANPENTHOUSE -2

/4 S1500

8 EQ

UAL

SPAC

ES =

44'

-0"

8 EQ

UAL

SPAC

ES =

44'

-0"

8 EQ

UAL

SPAC

ES =

36'

-2"

8 EQ

UAL

SPAC

ES =

44'

-0"

7.2

5S5301

1S5401

OPP.HAND

4S5401

2S5401

7S5301

2S5401

10S5401

8S5401

9S5401

7"

7"GIRT LINE

GIRT LINE

9"

9"

X-BRACING

X-BRACING

X-BRACING X-BRACING

X-BRACINGX-BRACING

X-BRACING

X-BRACING

11S5401

7S5301

7S5301

OPP.HAND

3S5401

B/DECKEL. 46'-0"

B/DECKEL. 46'-7"

B/DECKEL. 54'-6 1/2"

B/DECKEL. 54'-1"

15' -

6"

6' -

6"

8' - 0"

B/DECKEL. 53'-7 1/2"

B/DECKEL. 53'-3"

B/DECKEL. 52'-9 7/16"

12S5401

7S5401

3S5401

13S5401

11S5401

7" 7"

1S5402

OPP.HAND

3S5402

3S5402

2S5402

4S5402

K.8 L.1

11.1

5S5402

S40032

6S5402

9.9 9.9

/

MA

TCH

LIN

E

1S1

410

/

MATCHLINE

1 S1440

M.4N.5

HSS4X4X1/4

HS

S4X

4X1/

4

HS

S4X

4X1/

4

HSS4X4X1/4

21' - 10"14' - 8 1/16"

HS

S4X

4X1/

4




20KCS2



+1.5K

+2.0K

+2.5K

+1.0K

+1.5K

+2.5K

+2.5K

+1.0K

+1.5K

+2.5K

+2.5K

+1.0K

AHU-

1250

#

AHU-

1250

#

REFR

IF. P

IPES

100

PLF

REFRIF. PIPES 100 PLF

REFRIF. PIPES 150 PLF

20K

3[8

K]

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



3/32" = 1'-0"

C:\R

evit

Loca

l\061

61S

truc

t_M

Rao

of.r

vt10

/23/

2017

4:5

4:49

PM

730-06161

MO

GS

S1420


PLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 3/32" = 1'-0"


NOTE: REF. S1400 FOR FRAMING GENERAL NOTES.

A

A

B C D E F G H J K L

1 1

2

2

3

3

3.5 3.5

4 4

4.5 4.5

5 5

5.5 5.5

6 6

B.2 C.1 D.1 D.9 F.8 G.8 J.7

K.6

3.23.2

WA

WD

WF

WF

WH

WH

WK

WI WM

WN

WN

WP

WP WQ

WQ

W1

W3

W4

W5W6

W8

W9

W10

W11

W12

C.3

11' - 8" 24' - 10" 24' - 5" 1' - 10"

5"1'

- 7"

44' -

0"

44' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

44' -

0"

44' -

0"

44' -

0"

21' -

7"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

30' - 7" 29' - 6" 29' - 6" 29' - 9"

1' - 6"

29' - 9" 29' - 9"

1' - 6"

30' - 4" 29' - 6"

29' - 6" 17' - 6" 24' - 10" 24' - 5"

1' - 10"

59' -

0"

2' -

0"

9' -

7"

4' - 8"

9' -

5"8'

- 10

"

26' -

0"

21' -

7"

17' -

8"

8' -

10"

20' -

0"

35' -

7"

21' -

7"

2' -

1"

B/DECKEL. 53'-3"

B/DECKEL. 52'-9 7/16"

B/DECKEL. 52'-4"

B/DECKEL.51'-10 1/2"

54G11N5.5K SP

32LH

06 S

P

W21X44 W16X31 W16X31 W16X31

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

W16X36 c=(3/4") 28G5N7.0K SP

11 EQUAL SPACES59' - 10"

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P



54G11N8.2K SP


54G11N6.5K SP


32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

W16X36 W16X31 W16X36 W16X31

8 EQ

UAL

SPAC

ES =

44'

-0"

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K5

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K6

20K6

20K6

20K6

20K3

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K6

20K6

20K6

20K6

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K6

20K6

20K6

20K6

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K6

20K6

20K6

20K6

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K6

20K6

20K6

20K4

20K5

20K4

20K4

20K4

20K4

20K4

20K4

28G

8N4.

8K[1

0.0K

]28

G4N

4.0K

SP

[15.

0K]

W14

X22

48G

8N6.

0K48

G5N

5.1K

48G

8N5.

5K

48G

8N5.

4K48

G5N

5.0K

48G

8N5.

1K S

P

48G

8N5.

0K48

G5N

5.0K

48G

8N5.

0K S

P

48G

8N3.

0K S

P[1

0.0K

]

48G

8N3.

0K S

P48

G8N

4.0K

SP

[10.

0K]

W14

X43

c=(

1 1/

2")

W18

X35

c=

(1")

20K4 20K3

20K4 20K3 20K4

48G

8N5.

6K48

G5N

5.1K

48G

8N6.

0K S

P

48G

8N5.

3K48

G5N

5.1K

48G

8N5.

1K S

P

48G

8N5.

0K48

G5N

5.0K

48G

8N5.

0K

20K3[10.0K]

20K3[20.0K]

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K3[35.0K]

20K3

20K3

20K3

20K5

20K5

20KCS2

20KCS2

20K4 20K4 20K4 20K4 20K4 20K3

20K4 20K420K4 20K4 20K3

20K4 20K4 W21X44 W14X22 W21X44 20KCS2 20K4 20KCS2

W16X2620K3

[25.0K]W16X2620K5

[20.0K]W16X26

32LH

06 S

P28

G8N

4.8K

[10.

0K]

W14

X22

28G

4N4.

0K S

P[1

5.0K

]

20K

4

W18

X35

c=

(1")

W14

X43

c=(

1 1/

2")

48G

8N3.

0K S

P

48G

8N3.

0K S

P48

G8N

4.0K

SP

48G

8N4.

0K S

P

11' - 9"

8 EQ

UAL

SPAC

ES =

44'

-0"

8 EQ

UAL

SPAC

ES =

44'

-0"

8 EQ

UAL

SPAC

ES =

44'

-0"

8 EQ

UAL

SPAC

ES =

44'

-0"

B/DECKEL. 27'-2"

34' - 3" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0"

B/DECKEL. 26'-0"

S1431

OFFICE ROOF FRAMINGSEE ENLARGED PLAN

WB

B.9 C.2 G.9 J.1

S40011

S40012

1.8

10S5401

8S5401

9S5401

9"5"

29' - 6"

GIRT LINE

2' -

1"1'

- 7"

7"

GIRT LINE

X-BRACINGX-BRACING X-BRACINGX-BRACING

X-BRACING

X-BRACINGX-BRACING

7S5301

7S5301

OPP.HAND

12S5401

11S5401

3S5401

15S5401

16S5401

6' -

10"

2' -

5"

AU-17

0.5K

5513#

1.0K 1.0K 1.0K 0.5K

1.0K (TC)

0.5K 0.9K 0.9K 0.9K

0.9K

0.5K

6' -

10"

2' -

5"

1.0K (TC)

1.2K (TYP)

1.2K (TYP)

EMPTY PALLET STORAGE

3' -

0"

10" FIRE MAIN

1.2K (TYP)

1.2K (TYP)

10" FIREPROT. PIPE.

3' -

0"

0.7K (TC)TYP

0.7K (TC)TYP

REFRIG. PIPE 80 PLF

0.5K (TC)TYP

0.5K (TC)TYP

C6X8.2C6X8.2C6X8.2C6X8.2

REFRIG. PIPE 100 PLF

0.6K (TC) TYP

0.6K (TC)TYP

3' -

6"4'

- 0"

20' -

0"

5' -

0"

14' -

0"

0.5K 0.5K

CG 1000#

14' -

0"

0.5K 0.5K

CG 1000#

A.1

A.1

20S5401

AU-18 5513#

+1.0K +1.5K +1.7K

[10.

0K]

[10.

0K]

[10.

0K]

[10.

0K]

1/4"x3"x0'-6" BENT PLDIAGRAM ANGLESEE DET. DWG S002

L3x3x1/4 CONT. DIAPHRAGMANGLE. SEE DET. DWG. S0002

REFER S3003 ELEV. 4 FORBEAM ARTCIULATION ALONGTHIS LINE

1' - 6" 1' - 6" 1' - 6"

6' -

0"

L5x3x1/4 LLH CONT.DIAPHRAGM ANGLE.SEE DET. DWG. S0002

S40021

5S5402

6S5402

5S5402

6S5402

/

MATCHLINE

1 S1410

/

MA

TCH

LIN

E

1S1

440

15S5401

X-BRACING4

S5402OPP.HAND

1S5404

1' -

7"5"

5"9"

1S5404

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



3/32" = 1'-0"

C:\R

evit

Loca

l\061

61S

truc

t_M

Rao

of.r

vt10

/23/

2017

4:5

6:11

PM

730-06161

MO

GS

S1430


PLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 3/32" = 1'-0"

UNIT 3 PARTIAL ROOF FRAMING PLAN N


A

A

1

2

3

3.5

4

WA

WD

WF WH

WH

WK

WI WM

WN

WN

WP

WP WQ

WQ

W1W1

W3

W4

W5

W6

W8W8

W9

W10W10

W11

W12W12

9' - 5 1/2"

13' - 1" 16' - 5" 17' - 6" 24' - 10" 24' - 5" 8" 8"

35' -

7"

21' -

7"

17' -

8"

28' -

10"

1' -

2"

17' - 9" 22' - 3" 4" 11' - 4" 24' - 10" 24' - 5"

1' - 2 1/2"

9' - 5 1/2"

9' -

7"15

' - 5

"13

' - 0

"19

' - 2

"17

' - 8

"8'

- 10

"20

' - 0

"

8' -

3"18

' - 3

"8"

8" 4' - 8"

8"5" IMP

1' - 10"

20K

4

W14X22 W14X22W16X31

20K

CS

2

W12X14

W12

X16

W12

X16

W14X22W14X22W16X31

W12X14

W12

X16

W12

X16

W16X31 W14X22 W14X22W12X14

14K

3

10K

1

10K

1

B/DECKEL. +29'-4"

B/DECKEL. +29'-6 3/8"

B/DECKEL. +30'-6 5/16"

B/DECKEL. +29'-11 11/16"

B/DECKEL. +29'-6 11/16"

B/DECKEL. +30'-4 1/4"

5' - 5"

3' - 6" 3 SPA. @ 4'-9" = 14' - 3" 5' - 0" 5' - 1" 5' - 1" 3 SPA. @ 6'-3" = 18' - 9" 4 SPA. @ 6'-2 1/2" = 24' - 10" 4 SPA. @ 6'-1 1/4" = 24' - 5"

3' - 7"

28' -

10"

14K

CS

2 14K

CS

2

14K

CS

2

20K

4

20K

4

14K

1

14K

1

14K

1

14K

120

K4

20K

4

20K

4

20K

4

20K

4

14K

CS

1

14K

CS

1

14K

CS

1

14K

1

14K

3

14K

3

14K

4

14K

4

14K

4

14K

3

14K

3

14K

3

14K

1

14K

1

14K

4

14K

1

22K

6

22K

6

22K

6

14K

3

14K

CS

1

14K

1

22K

6

22K

6

22K

6

22K

6

22K

7

14K

CS

2

14K

CS

2

14K

CS

2

22K

7

14K

CS

122

K7

14K

1

12K

1

12K

1

12K

1

1' - 3"

5' - 0"

WB

14K

CS

2

EF-1150#

3' - 3"

13' -

6 3

/4"

HP-1-2HP-1-3HP-1-1300#300#300#

8' -

8 3/

4"

1' - 8 1/2" 1' - 4 1/4" 1' - 0"

HP-1-4HP-1-5300#300#

8' -

2"

2' - 4"1' - 6 3/4"

RTU-1-2

1' -

1 3/

4"

8"

RTU-1-1

CU-1-1

GIV-1150#

3' - 1 1/2"

W10

X12

1' - 6" 1' - 6" 1' - 6"

1' - 6"1' - 6" 1' - 6"

1' - 6"1' - 6"1' - 6"

ARTICULATION(TYP.)

1' -

6"

3 3/8"

A.1

A.1

8"

8"

8"8"

8"

8"

8"

10"

10"

9' -

5"

2.5K3

2.5K3

FUTURERTU

2,600#

CU-1-2

700#

525#

300#

300#

9 1/4"

3' - 4"

15' -

6 1

/4"

13' -

8"

REF. 8/S0003 FOR ROOF FRAME DETAIL (TYP.)



2.5K

3


CONT. BENT PL1/4x3x8 (LLH)

10S5402

9S5402

10S5402

15S5401

OPP10

S5403

11S5403

15S5401

10S5403

11S5403

9S5402

W12X26

W8X10

W12X

26

W12X

26

12S5403

CONT. L3x3x1/4


CONT. CURVED L3x3x1/4

B/DECK EL. +26'-0"

5' - 7"


27' -

1"

8"

B/DECK EL. +26'-4"

B/DECK EL. +26'-1 15/16"

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



3/16" = 1'-0"

C:\R

evit

Loca

l\061

61S

truc

t_M

Rao

of.r

vt10

/23/

2017

4:5

8:21

PM

730-06161

MO

GS

S1431

UNIT 3 SECTOR3.1 OFFICE

ROOF FRAMINGPLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

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

OFFICE ROOF FRAMING PLAN UNIT 3 SECTOR 3.1N


L M N P Q R S T

1

1.5

1.9

2

2

3

3.5

4

4.5

5

N.9

K.6 L.6 M.5 N.1

XC

XC XH XJ XK XL

X3

X5

X8

X11

X11

U

3.2

1.3

X.4

X.1

X.6

X.9

XDXA XM

X12

X12

17' -

0"

16' -

9 1

/4"

16' -

7 3

/4"

9 3/

4"

5"1'

- 7"

44' -

0"

43' -

7"

2' -

0"

22' -

0"

22' -

0"

22' -

0"

22' -

0"

B/DECKEL. 52'-9 7/16"

28' - 0" 27' - 3" 17' - 9" 21' - 3"

28' -

8"

28' -

8"

28' -

8"

27' - 8" 5' - 6" 22' - 6"

9"

29' - 6" 29' - 6" 29' - 6" 30' - 4"

1' - 6"

29' - 9" 30' - 3"

W16X26 W16X26W16X31W16X36

W16X31 28G5N5.2K SP 54G11N8.0K SP54G10N8.2K SP W14X22

15' - 7 15/16"





32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06

32LH

06

32LH

06

32LH

06

32LH

06

32LH

06

32LH

06 S

P[1

0.0K

]

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

07 S

P

32LH

07 S

P

32LH

07 S

P

32LH

08

32LH

08

32LH

08

32LH

06

32LH

06

XF

B/DECKEL. 52'-4"

B/DECKEL. 51'-10 1/2"

48G

8N5.

0K48

G5N

5.0K

48G

8N5.

2K48

G5N

5.0K

48G

8N5.

5K48

G5N

5.0K

48G

8N5.

5K48

G5N

5.1K

W14

X43

c=(

1 1/

2")

48G

8N4.

5K48

G5N

4.0K

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20KCS3

20KCS3

20KCS3

20KCS3

20KCS3

20KCS3

20KCS3

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K3

20K3

20K3

20K3

20K3

20K3

20K3

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20K4

20KCS3

20KCS3

20KCS3

20KCS3

20KCS3

20KCS3

20KCS3

W16X2620K3

[15.0K] W16X2620K3

[20.0K] W16X26

20K3[10.0K]

20K4 20K4 20K3 20K4 20K4 20KCS3

20K3 20K4 20K4 20KCS3

W14

X22

W14

X22

48G

4N4.

0K S

P48

G4N

4.0K

SP

W21X44

22K5

W14X22

W14X22

22K6

22K6

22K5

22K5

22K5

18K6

22KCS3

22KCS3

22KCS3

22KCS2W16X26

W16X36 W16X26

W16X26 W16X26

W16X26 W16X26

W16X26 W16X26

14K

1

14K

1

14K

1

14K

1

14K

1

14K

1

14K

1

14K

1

18K

3

18K

3

18K

3

18K

3

18K

3

18K

4

18K

4

18K

4

18K

4

18K

4

18K

4

18K

CS

3

18K

CS

3

18K

CS

3

18K

CS

3

18K

CS

3

18K

3

18K

3

18K

3

18K

4

18K

4

18K

3

18K

3

18K

3

W18

X35

W18

X35

W18

X35

W14X22W14X22

W21

X44

W14X22

W14X22

W18

X35

W21

X44

W14X22

W14X22

18K

318

KC

S3

18K

414

K1

16K3

16K3

16K3

16K3

16K4

16K4

16K3

16K3

16K3

16K3

16K3

16K3

16K3

B/DECKEL. 27'-2"

B/DECKEL.26'-0"

B/D

EC

KEL

. 30'

-1 7

/8"

.SLOPE

B/D

EC

KEL

. 29'

-0"

.

SLO

PE

26' -

9"

30' -

3"

28' -

0"

18' -

11"

.

SLO

PE

.

SLO

PE

B/DECKEL. 25'-5 1/2"

B/DECKEL. 24'-10 5/16"

B/DECKEL.24'-3 1/8"

B/DECKEL. 23'-9 1/4"

B/DECKEL. 23'-8"

.

SLO

PE

.

SLO

PE

8 EQ

UAL

SPAC

ES =

44'

-0"

48G

8N3.

0K S

P[2

0K]

48G

8N3.

0K S

P[1

0K]

8 EQ

UAL

SPAC

ES =

43'

-7"

M.8 N.2R.8 S.1

S40013

S40014

1.8

XEXA.1 XH.1

10S5401

8S5401

9S5401

9"

GIRT LINE

6"

5"

GIRT LINE

59' -

0"

7"5"

GIRT LINE

24' - 4" 34' - 7" 32' - 1" 32' - 1"7" 8"

X-BRACING

12S5401

7S5301

7S5301

OPP.HAND

3S5401

LOW

HIGH

B/DECKEL. 27'-2"

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

W14X22

51' -

10"

W14X22

W14X22

W14X22

W14X22

22K5

22K5

22K5

27' - 0" 27' - 6" 25' - 4" 34' - 1"

W18X35 W18X35

W18

X35

12K1

5 EQ

UAL

SPAC

ES =

28'

-8"

5 EQ

UAL

SPAC

ES =

28'

-8"

5 EQ

UAL

SPAC

ES =

28'

-8"

S15401

CONDENSER FRAMINGABOVE SEE

14 S

PAC

ES

@ 5

'-6" =

77'

- 0"

4' -

9 1/

2"9"

4' -

9 1/

2"

5' - 8" 8 SPA. @ 5'-6" = 44' - 0" 6' - 0"

7S5401

11S5401

14S5401

4S5401

16S5401

15S5401

17S5401

18S5401

19S5401

6' -

10"

2' -

5"

AU-19 5513#

0.5K 1.0K 1.0K 1.0K 1.0K 0.5K 1.0K 1.0K 1.0K1.0K

0.5K0.5K

AU-19 5513#

3' -

0"

3' -

0"

10" FIREPROT. PIPE.

10" FIREPROT. PIPE.

0.7K (TC)TYP

14' -

0" 1.0K (TC)

0.6K (TC)TYP

0.6K (TC)TYP

REFRIG. PIPE 100 PLF[10K

]

REFRIG. PIPE 100 PLF0.6K (TC)TYP

0.6K (TC)TYP

[10K

]

EMPTY PALLET STORAGE

3' -

6"4'

- 0"

1.2K(TYP)

1.2K(TYP)

L3x3x1/4 CONT. DIAPHRAGMANGLE. SEE DET. DWG. S0002

1/4"x3"x0'-6" BENT PLDIAGRAM ANGLE SEEDET. DWG S002

0.7K (TC)

1.0K (TC)

14' -

0"

CG 1,000#0.5K

0.7K (TC)TYP

CG 1,000#0.5K

0.5K (TC)

S40031

S40021

L5x3x1/4 LLH CONT.DIAPHRAGM ANGLE. SEE DET.DWG. S0002

S15402

EXTEND COL. 1'-6" ABOVEB/DECK & CAP w/1/2" PLATE@ COLUMNS X5/XL, X5/XK,X3/XL, X3/XK

W14X22

W12

X14

W12

X14

4' -

6 1/

2"

B/DECKEL. 23'-7 13/16"

7"8"

5S5402

6S5402

8"8"

3' - 1"

29' - 0"

W14

X26

7S5402

8S5402

8S5402

8S5402

8"8"

5' - 0"

9S5402

9S5402

10S5402

4' -

9 1/

2"

9S5402

11S5402

EC-2EF-4810#

EC-1

1340#

EF-7

EF-8

EF-9

EF-10

EF-6

5' - 8" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 6' - 0"

12S5402

RTU-2-3

RTU-2-1

RTU-2-4

ERV-1

CU-2-3

HP-2-1

CU-2-4

CU-2-2

CU-2-1

525#

ROOF FRAMESREF DET. 8/S0003 TYP.

700#

700#

10S5402

LO

HI

9S5402

13S5402


HP-2-2

HP-2-3

300#

900#



1380#

1380#

1380#

1380#

250#


15S5402

14S5402

20K4 20K4

1S5402

1S5404

2S5404

2S5402

OPP.HANDBRACED BAY BRACED BAY

BRACED BAY

BRAC

ED B

AY

BRAC

ED B

AYS


BRAC

ED B

AY

BRACED BAY

REFR

IG .

PIPE

270

PLF

REFR

IG .

PIPE

300

PLF

MA

TCH

LIN

E

S143

0

MATCHLINE

S1420

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



3/32" = 1'-0"

C:\R

evit

Loca

l\061

61S

truc

t_M

Rao

of.r

vt10

/23/

2017

4:5

9:26

PM

730-06161

MO

GS

S1440


PLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 3/32" = 1'-0"



D E F G

6

7

W21X44

W21X44

W24

X55

L4X

4X1/

4

W18

X40

W24

X55

W24

X55

W24

X55

W10

W10

W10

W10

17' - 9" 29' - 9"1' - 6"

29' - 9"

9' - 0" 9' - 3"

W21X44

W21X44

W21X44

36' -

2"

W21X44W14X22

W21X44

W21X44

W21X44

W10

W10

W10

W10

W10W10X22

W10X22

W10X22

L4X

4X1/

4L4

X4X

1/4

W21X44

HSS6X6X1/4

STUB COL.

STUB COL.

W21X44

W21X44

W21X44

W21X44

W21X44

W21X44

W10

W10

3' -

4"5'

- 4"

6' -

9"4'

- 4"

7"7"

1' -

0"1'

- 0"

C.3

C.3

L4X

4X1/

4

5' -

0"

W10

6' -

0"6'

- 0"

B/DECKEL. 53'-3"

B/DECKEL. 53'-7 1/2"

5' - 6 3/4" 5' - 6 3/4" 5' - 6 3/4" 8' - 6"

W10W10

4' -

0"

4' -

0"

4' - 11"W10

4' - 4" W10

6' - 10" 6' - 10" 6' - 10"

13' - 3"

4' - 4"

13' - 0"

6' - 10" 6' - 10" 6' - 10" 4' - 11"

6' -

0"6'

- 0"

3'-1

0".

3' -

4"4' - 9"6' - 0"6' - 0"6' - 0"6' - 0"

2' - 6"9' - 0"

FLOOR OPENING TYP.COORDIANTE W/REFRIG. DWG'SPROVIDE 16 GA TRIM ANGLE (TYP)BET. DUCT & FLOOR DECK

4' -

4"3'

- 10

"2'

- 9"

5' -

6"4'

- 4"

6' -

7"W

10

13' - 0" 13' - 3"

2' -

9"

W10

W10

W10

W10

W10

W10W10

W10

W10

W10

W21X44

W10

W10

W10

W10

W10

W10W10

5' -

4"

36' -

2"31' -

10"

4' -

4"

3' - 0" 3' - 10" 3' - 5"

W10X22

W10X12

W10X22

OPEN

OPEN

OPEN

OPEN

W10

W10 W10

W10

W10

3' -

10"

OPEN

OPEN

OPENW10

W10

W10

W10

3' -

4"5'

- 6"

1 1/2"X3/16" GALV. STEELGRATING

W10

W10

W10

W10

6' - 0"6' - 0"6' - 0"6' - 0" 6' - 0"6' - 0"6' - 0"6' - 0"

6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 9" 4' - 6 3/4" 5' - 6 3/4" 5' - 6 3/4" 5' - 6 3/4" 8' - 6"

4' - 6 3/4"

78' - 9"

12 GA CHECKERED PLATEON 1 1/2" METAL DECK

*

*

*

*

*

*

*

*

*

*

*

*

*

*

* CUT 9" DIA HOLEIN BEAM WEB OF W21 (TYP)FOR FIRE MAIN PIPE BOTTOM/HOLE@ 17"FROM T/BEAM

3S5404

4S5404

5S5404

HSS6X6X1/4

L M

6

7 W14X22

W14X22

W24

X55

W24

X55

M.7

W18

X40

29' - 6" 16' - 0"

45' - 6"7"

36' -

2"

1' -

0"1'

- 0"

4' -

4"6'

- 6"

5' -

6"3'

- 6"

5' -

6"6'

- 6"

4' -

4"

W16X26

W16X26

W14X22

W14X22

W16X26

W16X26

W18X40

W18X40

HSS6X6X1/4

HSS6X6X1/4

STUB COL.

STUB COL.

W10X12

W10X22

W10X22

W10X22

W10X22

W10X22

W10X12

W18

X40

W10

W10

W10

W10

W10

W10

W10

13' - 2"12' - 10" 3' - 6"

W10

W10

9' - 6"

4' - 8" 5' - 3 1/2" 5' - 3 1/2" 5' - 3 1/2" 5' - 3 1/2" 3' - 8"

W10

W10

W10

W10

W10

10' - 0" 10' - 0"

3' -

10"

2' - 8"

5' -

3 1/

2"3'

- 10

"4'

- 0"

5' -

3 1/

2"5'

- 3

1/2"

5' -

3 1/

2"3'

- 8"

3' -

6"

6' - 0" 6' - 6" 3' - 6"

W10

W10 W10

W10

W10

3' -

10"

7"




B/DECKEL. 53'-7 1/2"

B/DECKEL. 53'-3"

3S5404

4S5404

5S5404

Q R S

6

6.5

6.6

W16

X26

W16

X26

W21X44

W21X44

W21X44

W16

X26

S.2

W21X44

W21X44

W21X44

W21X44

W21X44

8' - 0"

W16

X26

W14

X22

W14

X22

W21X44

W21X44

W21X44

W21X44

W21X44

4' -

4"6'

- 3"

6' -

0"2'

- 3"

2' -

4"3'

- 5"

6' -

0"6'

- 3"

5' -

10"

2' -

4"18

' - 1

0"

29' - 9"

STUB COL

STUB COL

7.2

21' -

6"

1' - 6"

1' -

0"1'

- 0"

7"

7"

5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0"

5' - 9" 5' - 9" 2' - 9" 6' - 6"

W10

W10

W10

W10

W10

W10

W10

W10

W10

W10

W10

W10

W10

W10

W10

W10 W10

W10

W10

W10

W10W10

W10

W10

W10

W10

W10

37' - 9"

4' - 0"

13' - 3" 3' - 6" 13' - 0"

4' - 0" 5' - 9" 5' - 1"

2' -

7"W10

W10

W10

3' - 5" 6' - 6" 5' - 0"

HSS6X6X1/4

HSS6X6X1/4

HSS6X6X1/4

HSS6X6X1/4

STUB COL

STUB COL




B/DECKEL. 53'-3 1/8"

B/DECKEL. 53'-8 5/16"

* CUT 9" DIA HOLEIN BEAM WEB OF W21 (TYP)FOR FIRE MAIN PIPE BOTTOM/HOLE@ 17"FROM T/BEAM

*

*

*

*

*

*

*

*

*

D E F G

6

7

36' -

2"

17' - 9" 29' - 9"1' - 6"

29' - 9"

C.3

28G5N5.0K

28G5N5.0K

24K

CS

3

24K

5

24K

5

24K

CS

3

24K

5

W14

X22

24K

5

24K

5

24K

CS

3

28G5N5.0K

28G5N5.0K

W14

X22

24K

CS

3

24K

CS

3

24K

5

24K

CS

3

11 2

55/2

56"

1' -

0 1/

256"

7" 7"

HOIST BM(1.0 TON CAPACITY

HOIST BM(1.0 TON CAPACITY

24G3N5.2K

24G3N5.2K

CL H

OIS

T BE

AM

3 EQUAL SPACES 5 EQUAL SPACES 5 EQUAL SPACES

V.B

K.B

V.B

V.B

K.B

K.B

K.BK.B

K.B

L3X3X1/4 PERIM. ANGLE

B/DECKEL. 66'- 0 1/4"

B/DECKEL. 66'-9 5/16"

1.5822 GALV .ROOF DECK

L M

6

7

M.7

M.7

28G5N5.0K

24K

428G5N4.0K

24K

4

29' - 6" 16' - 0"

45' - 6"

36' -

2"

1' -

0"1'

- 0"

7" 7"

24K

4

24K

4

24K

4

W16

X26

20K

4

W16

X26

20K

4

24G3N4.0K

24G3N4.0K

HOIST BM(1.0 TON CAPACITY)

L3X3X1/4PERIM. ANGLE

V.B

V.B

V.B

K.B

K.BK.

BK.

B

5 EQUAL SPACES 3 EQUAL SPACES

B/DECKEL. 66'-0 1/4""

B/DECKEL. 66'-9 5/16"


Q R S

6

6.5

6.6

S.2

7.2

1' - 6" 29' - 9" 8' - 0"

28G5N4.0K

16K

3

W14

X22

W10X12

28G5N4.0K

W12

X16

W12

X16

W10X12

28G5N4.0K W10X12

W10X1228G5N4.0K

14K

CS

3

14K

3

14K

CS

3

14K

3

14K

CS

3

14K

1

16K

CS

3

16K

3

16K

CS

3

16K

3

5 EQUAL SPACES

16K

CS

3

16K

2

B/DECKEL. 66'-0 1/4"

B/DECKEL. 66'-4 15/16"

B/DECKEL.66'-10 15/16"

B/DECKEL. 66'-5 9/16"

L3X3X1/4 TYPPERIM. ANGLE

42' -

8"

21' -

6"

2' -

4"18

' - 1

0"1'

- 0"

1' -

0"

7" 7"2 EQUAL SPACES

HOIST BM(1 TON CAPACITY)

HOIST BM(1 TON CAPACITY)

Pip

e 3

ST

D

Pip

e 3

ST

D

Pip

e 3

ST

D


V.B

K.B

X.B

V.B

K.B

K.B

K.B

PENTHOUSE FLOOR FRAMING NOTES1. SEE DRAWING S001 FOR STRUCTURAL GENERAL NOTES.2. SEE ROOF FRAMING PLAN ON S14_.3. PENTHOUSE FLOOR SHALL BE 12 GA. GALV. RAISED PATTERN FLOOR PLATE

OVER 1.5B DECK U.O.N. FLOOR PLATE IS NOT REQUIRED UNDER THEREFRIGERATION UNIT FOOTPRINT (REF. REFRIG. DWG.)

4. ATTACH FLOOR PLATE TO DECK USING #12 FLAT (OR ROUNDED) HEAD SELF-TAPPING SCREWS @ 24" O.C. EA. WAY WITH MIN. 2 ROWS OF SCREWS PERPLATE.

5. COORD. BEAM LOCATIONS WITH AHU MANUFACTURER PRIOR TO FABRICATION.6. SHEAR TAB CONNECTION ALLOWED ON ALL MEMBERS LESS THAN W14,

PROVIDE DBL ANGLE BEAM-TO-BEAM AND BEAM-TO-COL. CONNECTIONS FORALL MEMBERS W14 AND GREATER.

7. END REACTIONS (X.Xk) ARE SERVICE (UNFACTORED) LOADS. WF BEAMSWITHOUT END REACTION SHOWN REQUIRE 2 BOLT MIN. CONNECTION.

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



As indicated

C:\R

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5:0

0:43

PM

730-06161

MO

GS

S1500

PENTHOUSEFLOOR & ROOF

FRAMINGSPLANS

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 1/8" = 1'-0"

PENTHOUSE PH-1 FLOOR FRAMING PLANSCALE: 1/8" = 1'-0"

PENTHOUSE PH-2 FLOOR FRAMING PLANSCALE: 1/8" = 1'-0"

PENTHOUSE PH-3 FLOOR FRAMING PLANN

N N

SCALE: 1/8" = 1'-0"

SRP 66'-0" (PENTHOUSE ROOF)NSCALE: 1/8" = 1'-0"

PENTHOUSE PH-2 ROOF FRAMING PLANN

SCALE: 1/8" = 1'-0"

PENTHOUSE PH-3 ROOF FRAMING PLANN

XK

XK

XL

XL

X3

X5

X8

X11

XM

XM

X12

W24

X68

W24

X68

W16X31

W16X31

W24X68

W24X68

W16

X36

W16

X36

4' - 1" 11' - 11" 11' - 11" 4' - 2"

5' - 11 1/2" 5' - 11 1/2" 5' - 11 1/2" 5' - 11 1/2"

4' -

6"4'

- 6"

4' -

6"4'

- 6"

W12

X65

W10

X12

W10

X12

W10X12 W10X12

2-L3X3X1/4K.B (TYP) 4 PLACES

9"28

' - 8

"28

' - 8

"28

' - 8

"

5' -

4"18

' - 0

"5'

- 4"

GALV. STL GUARDRAILSEE DETAIL ON S0003


GALV STL. STAIR ONPT WOOD SLEEPER

WT5X13TYP. HORIZBRACING12" BELOW T/STEEL

FUTURE CONDENSER

FUTURE CONDENSER

32' - 1"

X5 X5

XJ

X5

3" 20' - 1" 3"

17' - 0" 3' - 1"

3"5'

- 6"

3"

2' -

5 1/

2"3'

- 0

1/2"





DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



As indicated

C:\R

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730-06161

MO

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S1540

CONDENSERSUPPORT

FRAMING PLAN

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 1/8" = 1'-0"1 CONDENSER SUPORT FRAMING PLAN

SCALE: 1/4" = 1'-0"2

UNIT 4 STAIR DOGHOUSE ROOF FRAMING PLAN

N

2 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 11 12

1' - 7"

22' - 0" 22' - 0" 22' - 0" 22' - 0" 22' - 0" 22' - 0" 18' - 10" 17' - 4" 22' - 0" 22' - 0" 22' - 0" 22' - 0" 22' - 0" 22' - 0"

1' - 8"

31' - 2"

W16

X57

2L3X3X1/4 2L3X

3X1/

4

2L3X3X1/42L3X

3X1/

4

2L3X

3X1/

4

2L3X

3X1/

4

2L3X3X1/4

2L3X3X1/4

B/DECK51'-10 3/8" B/DECK

55'-0"

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X67

W16

X67

W16

X67

W16

X57

W16

X57

W10

X39

28G8N4.8K[10.0K] W14X22

28G4N4.0K SP[15.0K]

28G4N4.0K SP[10.0K]

28G4N3.5K SP[15.0K] W14X22

20K4 SP[10K]

W12X14 W12X14W12X14

[20.0K][20.0K] [10.0K]

0.7ΩEQ = 50.0K(T)-TYP.

0.7ΩEQ = 50.0K(T)-TYP.

W14X2228G8N4.8K[10.0K]

[20.0K]28G4N4.0K SP

[15.0K]

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14 W12X14

W12X14

W12X14W12X14

W12X14

W12X14

W12X14

W12X14 W12X14

W12X14

W12X14 W12X14

W12X14

W12X14 W12X14

W12X14

W12X14 W12X14

W12X14

W12X14 W12X14

W12X14 W12X14

W12X14

W12X14 W12X14

W12X14

W12X14

W14X22 [20.0K]

W12X14

W12X14

W12X14

W12X14

W12X14C GIRTL14'-0"

C GIRTL28'-0"

C GIRTL42'-0"

5/8"ø SAG ROD @ 8'-0" MAX.SPA. (TYP) REF DETAIL S0003

W12X14

28G4N4.0K SP[10.0K]

28G4N3.5K SP[15.0K] B/DECK

46'-0"

FIN. FLR0'-0"

B/DECK46'-7"

S53018

S53017

S530110

S530115

A B C D E F G H J K L M N P Q R S T

26' -

6"

26' -

6"

30' - 3"29' - 9"1' - 6"30' - 4"29' - 6"29' - 6"29' - 6"29' - 6"30' - 4"1' - 6"

29' - 9"29' - 9"

1' - 6"

29' - 9"29' - 6"29' - 6"30' - 7"

2L5X

3X1/

4LLB

B

2L5X

3X1/

4LLB

B

2L5X3X1/4LLBB

2L5X3X1/4LLB

B

W12X19

W16X2620K3

[20.0K]

W12X19

2L5X

3X1/

4LLB

B

2L5X

3X1/

4LLB

B

2L5X3X1/4LLBB

2L5X3X1/4LLBB

W12X19 W12X19

W16X26

2L5X

3X1/

4LLB

B

2L5X

3X1/

4LLB

B

2L5X3X1/4LLBB

2L5X3X1/4LLB

B

W12X19 W12X19 W12X19

W16X2620K3

[10.0K]20K3

[20.0K]20K3

[40.0K]

W12X19W16

X57

W12X19

2L5X

3X1/

4LLB

B

2L5X

3X1/

4LLB

B

2L5X3X1/4LLBB

2L5X3X1/4LLBB

W12X19 W12X19 W12X19 W12X19 W12X19

W16X26 W16X3620K3

[35.0K]20K3

[40.0K]

W16

X57

W16

X67

W16

X67

W16

X57

W16

X67

W16

X67

W16

X57

W16

X57

W16

X57

W16

X67

W16

X67

W16

X67

W16

X67

2L5X

3X1/

4LLB

B

2L5X3X1/4LLBB

W16

X57

W16

X57

W16

X67

W16

X67

C GIRTL26'-6"

FIN. FLR.0'-0"

C GIRTL47'-8"

W12X16 W12X16 W12X16 W12X16 W12X16 W12X16 W12X16 W12X16 W12X16 W12X16W12X16 W12X16 W12X16 W12X16

W16X3620K3

[40.0K]

2L5X

3X1/

4LLB

B

2L5X3X1/4LLBB

[35.0K] [50.0K] [40.0K]

0.7ΩEQ = 70.0K(T)-TYP.

[55.0K] [30.0K]20K3

[35.0K][60.0K]

2L5X3X1/4LLBB

2L5X

3X1/

4LLB

B 2L5X3X1/4LLBB 2L

5X3X

1/4L

LBB

5/8"ø SAG ROD AS SHOWN(TYP FOR THIS LINE) & REFDETAIL S0003B/DECK

55'-0"

K.8 L.1

S53018

S530111

S530112

233.544.555.566.56.67.588.599.51011

42' -

0"

14' -

0"

14' -

0"

14' -

0"

1' - 8" 22' - 0" 22' - 0" 22' - 0" 22' - 0" 22' - 0" 15' - 6" 21' - 6" 2' - 4" 18' - 10" 22' - 0" 22' - 0" 22' - 0" 22' - 0" 22' - 0" 22' - 0" 1' - 7"

2L3X

3X1/

42L3X3X1/4

2L3X3X1/4

2L3X

3X1/

4

2L3X3X1/4 2L3X

3X1/

4

2L3X3X1/42L3X

3X1/

4

48G4N4.0K SP 48G4N4.0K SP W14X22

W14X22 48G4N4.0K SP48G4N4.0K SP 48G4N4.0K SP 48G4N4.0K SP

48G4N4.0K SP 48G4N4.0K SP W14X22 W14X22 48G4N4.0K SP 48G4N4.0K SP

W16

X57

W16

X67

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

[10.0K] [10.0K] [20.0K][10.0K] [10.0K] [10.0K] [10.0K] [10.0K] [22.0K] [10.0K] [10.0K]

0.7ΩEQ = 45.0K(T)-TYP.

0.7ΩEQ = 45.0K(T)-TYP.

[20.0K]

FIN. FLR.0'-0"

C GIRTL14'-0"

C GIRTL28'-0"

C GIRTL42'-0"

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14

W12X14W12X14 W12X14 W12X14 W12X14 W12X14 W12X14 W12X14

7.2

B/DECK55'-0"

B/DECK51'-10 1/2"


9.9

S53018

S53017

S530110

S530115

ABCDEFGHJKLMNPQRST

30' - 3" 29' - 9"

1' - 6"

30' - 4" 29' - 6" 29' - 6" 29' - 6" 29' - 6" 30' - 4"

1' - 6"

29' - 9" 29' - 9"

1' - 6"

29' - 9" 29' - 6" 29' - 6" 30' - 7"

W16X2620K3

[20.0K]

W12X19

W12X19

W12X16

W12X16

2L5X3-1/2X

3/8LLBB2L

5X3-

1/2X

3/8L

LBB

2L5X

3-1/

2X3/

8LLB

B2L5X3-1/2X3/8LLBB

W12X16

W12X16 W12X16

W12X16

W12X16

W12X16

W12X16

W12X16

W12X16

W12X16

W12X16

W12X16

W12X16

W12X16

W12X16

W12X16

W12X16

W12X16

W12X16

W12X16

W12X16

W12X16

W12X19

2L3X

3X1/

4

2L3X

3X1/

4

2L3X3X1/4

2L3X3X

1/4 2L3X

3X1/

4

2L3X

3X1/

4

2L3X3X1/4

2L3X3X

1/4

2L5X

3-1/

2X3/

8LLB

B 2L5X3-1/2X

3/8LLBB

2L5X3-1/2X3/8LLBB 2L5X

3-1/

2X3/

8LLB

B

2L3X

3X1/

4 2L3X3X

1/4

2L3X3X1/4

2L3X

3X1/

4

2L3X3X1/4 2L3X

3X1/

4

2L3X

3X1/

4 2L3X3X

1/4

W12X19

C GIRTL0'-0"

C GIRTL29'-0"

C GIRTL41'-0"

20K3[10.0K] W16X26 W16X26

20K3[35.0K]

20K3[20.0K]

20K3[10.0K] W16X26

20K3[25.0K] W16X26 W16X26[55.0K][55.0K] [50.0K]

20K5[20.0K][10.0K] [40.0K]

20K3[15.0K] [45.0K]

B/DECK51'-10 1/2"


W16

X57

W16

X67

W16

X67

W16

X67

W16

X67

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X57

W16

X67

W16

X57

W16

X67

W16

X57

S53018

S530111

S530112

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



1/16" = 1'-0"

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2:41

PM

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MO

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S3001

FRAMINGELEVATIONS

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 1/16" = 1'-0"1 FRAME ELEVATION LINE "A" LOOKING NORTH

SCALE: 1/16" = 1'-0"2 FRAME ELEVATION LINE "10" LOOKING WEST

SCALE: 1/16" = 1'-0"3 FRAME ELEVATION LINE "T" LOOKING SOUTH


NOTES:1. ALL FORCES SHOWN ARE SERVICE LOADS.2. Rho = 1.3 (BRACED ELEMENTS); Omega, Ω = 2.0 (COLLECTORS AND CONNECTIONS)3. "T" REPRESENTS TENSION; "C" REPRESENTS COMPRESSION.4. TOP CHORD FORCES SHOWN REPRESENT MAXIMUM AXIAL LOAD OF TENSION OR

COMPRESSION AND ARE BASED ON 0.7ΩEQ.5. REF. S0001 FOR GENERAL NOTES.6. REF. DETAILS 6 AND 7 ON S0003 FOR TYPICAL GIRT TO COLUMN AND SAG ROD

CONNECTION DETAILS.

T ectonic Cop yright 2007

T ectonic Cop yright 2007

234567891011

1' - 8" 44' - 0" 44' - 0" 44' - 0" 36' - 2" 44' - 0" 44' - 0" 1' - 7"44' - 0"

48G8N4.0K SP[10.0K] W14X43 c=(1 1/2")

48G8N4.0K SP[15.0K]

2L5X

3-1/

2X1/

4LLB

B

2L5X

3-1/

2X1/

4LLB

B

2L5X

3-1/

2X1/

4LLB

B

2L5X3-1/2X1/4LLBB

2L5X3-1/2X1/4LLBB

2L5X3-1/2X1/4LLBB

2L5X

3-1/

2X1/

4LLB

B

2L5X3-1/2X1/4LLBB

W14X22

0.7ΩEQ = 55.0K(T)-TYP.

HS

S12

X12

X5/

16

W16

X57

HS

S12

X12

X5/

16

HS

S12

X12

X5/

16

HS

S12

X12

X5/

16

HS

S12

X12

X1/

4

HS

S12

X12

X5/

16

[22.0K][25.0K]

[10.0K] W14X43 c=(1 1/2")

W16

X57

0.7ΩEQ = 55.0K(T)-TYP.

C GIRTL28'-0"

FIN. FLR.0'-0"

W14X22 W14X22 W14X22 W14X22

W24X55

B/DECK55'-0"

B/DECK51'-10 1/2"

W14X22

W14X22

W14X22

48G8N4.0K SP[15.0K]

48G8N3.0K SP[10.0K]


9.9

S53019

S530111

S53017

2 4 5 6 7 8 9 10113.2

2L4X

3-1/

2X1/

4LLB

B

2L4X3-1/2X1/4LLBB 2L4X

3-1/

2X1/

4LLB

B 2L4X3-1/2X1/4LLBB

2' - 0"

43' - 7" 44' - 0" 44' - 0" 36' - 2" 44' - 0" 44' - 0" 44' - 0"

HS

S12

X12

X5/

16

HS

S12

X12

X1/

4

W16

X57

HS

S12

X12

X5/

16

HS

S12

X12

X5/

16

HS

S12

X12

X5/

16

HS

S12

X12

X5/

16

W16

X67

48G8N3.0K SP W18X35 c=(1")48G8N4.0K SP

[10.0K]

W14X22

W24X5548G8N4.0K SP

[10.0K] W18X35 c=(1") 48G8N4.0K SP[10.0] [10.0]

[10.0] [10.0]

0.7ΩEQ = 25.0K(T)-TYP.

0.7ΩEQ = 25.0K(T)-TYP.

FIN. FLR.0'-0"

B/DECK55'-0"

B/DECK51'-10 1/2"

9.9

S53019

S530113

S53017

345678910

44' - 0" 44' - 0" 44' - 0" 36' - 2" 44' - 0" 44' - 0"

HS

S12

X12

X1/

4

HS

S12

X12

X1/

4

HS

S12

X12

X1/

4

2L5X

3-1/

2X1/

4LLB

B 2L5X3-1/2X1/4LLBB

W16

X57

HS

S12

X12

X1/

4

HS

S12

X12

X1/

4

HS

S12

X12

X1/

4

W16

X57

2L5X

3-1/

2X1/

4LLB

B

2L5X3-1/2X1/4LLBB

W18X35 c=(1")48G8N4.0K SP 48G8N4.0K SP 48G8N4.0K SP 48G8N4.0K SP W18X35 c=(1") 48G8N3.0K SP

[10.0K] [15.0K] [10.0K] [10.0K] [10.0K] [15.0K] [10.0K]

0.7ΩEQ = 35.0K(T)-TYP.

0.7ΩEQ = 35.0K(T)-TYP.

FIN. FLR.0'-0"

1.8

B/DECK54'-9"

B/DECK51'-10 1/2"

9.9

S53019

S530113

S53017

11109876543.2

9.94 5 6 7 8 9 10 113.2

2L5X3X1/4LLBB 2L5X

3X1/

4LLB

B

2L5X3X1/4LLBB2L5X

3X1/

4LLB

B

W14X43 c=(1 1/2")W14X43

HS

S12

X12

X1/

4

HS

S12

X12

X1/

4

2L5X

3X1/

4LLB

B

2L5X

3X1/

4LLB

B 2L5X3X1/4LLBB

48G8N3.0K SP W14X43 c=(1 1/2") 48G8N4.0K SP 48G8N4.0K SP

W14X22

2L5X3X1/4LLBB 2L5X

3X1/

4LLB

B

2L5X

3X1/

4LLB

B 2L5X3X1/4LLBB

W16

X57

[20.0K] [40.0K]

HS

S12

X12

X5/

16

HS

S12

X12

X5/

16

[10.0K] [30.0K]

HS

S12

X12

X1/

4

HS

S12

X12

X1/

4

W16

X57

[40.0K] [40.0K] [20.0K]

0.7ΩEQ = 70.0K(T)-TYP.

0.7ΩEQ = 65.0K(T)-TYP.

0.7ΩEQ = 65.0K(T)-TYP.

43' - 7" 44' - 0" 44' - 0" 36' - 2" 44' - 0" 44' - 0" 44' - 0"

W14X22 W14X22 W14X22 W14X22 W14X22 W14X22

FIN. FLR.0'-0"

C GIRTL28'-0"

1.8

2L5X3X1/4LLBB

B/DECK55'-0"

B/DECK51'-10 7/16"


9.9

S53019

S530111

S53017

S53015

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



1/16" = 1'-0"

C:\R

evit

Loca

l\061

61S

truc

t_M

Rao

of.r

vt10

/23/

2017

5:0

4:24

PM

730-06161

MO

GS

S3002

FRAMINGELEVATION

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 1/16" = 1'-0"1 FRAME ELEVATION LINE "E" LOOKING SOUTH

SCALE: 1/16" = 1'-0"2 FRAME ELEVATION LINE "F" LOOKING NORTH

SCALE: 1/16" = 1'-0"3 FRAME ELEVATION LINE "H" LOOKING SOUTH

SCALE: 1/16" = 1'-0"4 FRAME ELEVATION LINE "J" LOOKING NORTH



CONNECTION DETAILS.

23456891112 3.2

X12

HS

S12

X12

X1/

4

HS

S12

X12

X1/

4

HS

S12

X12

X1/

4

HS

S12

X12

X1/

4

48G8N3.0K SP[20K] W14X48 W14X48

48G8N4.5K SP[25K]

48G8N4.5K SP[10K] W18X35 c=(1")

48G8N3.0K SP[20K]

W16

X57

HS

S12

X12

X1/

4

HS

S12

X12

X1/

4

W16

X57

2L5X

3X1/

4LLB

B

2L5X

3X1/

4LLB

B

2L5X3X1/4LLBB

2L5X3X1/4LLBB

2L5X

3X1/

4LLB

B

2L5X3X1/4LLBB

2L5X3X1/4LLBB 2L5X

3X1/

4LLB

B

2L5X

3X1/

4LLB

B

2L5X3X1/4LLBB

2L5X3X1/4LLBB

W14X22

[40.0K] [45.0K][40.0K]

FIN. FLR.0'-0"

W14X22 W14X22 W14X22 W14X22 W18X35 c=(1") W14X22

0.7ΩEQ = 70.0K(T)-TYP.

7.2

0.7ΩEQ = 70.0K(T)-TYP.

B/DECKEL.+ 51'-10 9/16"

31' - 2" 43' - 7" 44' - 0" 37' - 6" 42' - 8" 44' - 0" 44' - 0" 44' - 0"

5"1' - 7"

C GIRTL28'-0"

B/DECK46'-0"

B/DECK46'-7 11/16"

B/DECK54'-11 7/8"

5/8" SAG ROD.TYP. 8'-0" MAX

28' -

0"

2L5X

3-1/

2X1/

4LLB

B

9.9

S53019

S530111

S53017

2' - 1"

HS

S10

X10

X1/

4

W10

X39

HS

S8X

8X1/

4

22K4 SP[8K]

32LH06 SP[10.0K]

3 4 5 6 6.5 6.6 8 9 103.2

48G8N3.0K SP[10K] W14X43 c=(1 1/2") 48G8N4.5K SP

W14X22 16K3

W16X26

W16X26

48G8N4.5K SP[15K] W14X43

48G8N3.0K SP[15K]

W16

X67

HS

S12

X12

X1/

4

2L5X3-1/2X1/4LLBB2L5X

3-1/

2X1/

4LLB

B

HS

S12

X12

X1/

4

HS

S12

X12

X3/

8

HS

S12

X12

X1/

4

HS

S12

X12

X1/

4

HS

S12

X12

X3/

8

HS

S12

X12

X1/

4

HS

S12

X12

X1/

4

2L5X

3-1/

2X5/

16LL

BB 2L5X3-1/2X5/16LLBB

W16

X57

[10.0K][15.00K]

[10.0K]

[15.0K]

0.7ΩEQ = 25.0K(T)-TYP.

0.7ΩEQ = 25.0K(T)-TYP.

44' - 0" 44' - 0" 44' - 0" 80' - 2" 44' - 0" 44' - 0"

7.2

B/DECK54'-11 7/8"

B/DECK66'-10 15/16"B/DECK

66'-0 1/4"

B/DECK51'-10 7/16"

18' - 10" 2' - 4" 21' - 6"

FIN. FLR.0'-0"

9.9

S53019

S530113

S53017 S5301

3

S530113

AB.2C.1D.1D.9F.8G.8J.7N.9 K.6L.6M.5N.1

W16X26 W16X26 W16X31 W16X36 W16X31 W21X44W16X31W16X31W16X31W16X36W16X36

XA

1' - 7"19' - 8" 17' - 9" 27' - 3" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 34' - 3"

W16X31

1' - 6" 1' - 6"1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6" 1' - 6"

W12X22 W12X22 W12X22 W12X22 W12X22 W12X22 W12X22 W12X22 W12X22 W12X22 W12X22 W12X22 W12X22

W10

X33

C12

X25

C12

X25

18' -

0"

C GIRTL13'-0"

B/DECK26'-0"

12' -

0"

8' - 0"TYP

10' - 0"T/PIT

-1'-3 1/2"

B/DECK26'-0"

C8X11.5 C8X11.5

C10

X15

.3

C10

X15

.3C10X15.3

C10

X15

.3

C10X15.3

C10

X15

.3

C12X25

C8X11.5

10' - 0"

10' -

0"

C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5 C8X11.5

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

C8X11.5

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

C10

X15

.3

W10

X30

C10

X15

.3

C10

X15

.3

W10

X33

W10

X33

W10

X33

W10

X33

W10

X33

W10

X33

W10

X33

W10

X33

W10

X33

W10

X33

W10

X33

8' - 0"

C8X11.5

5/8" SAG ROD.TYP. 8'-0" MAX

3/8"x10"x10" PLATE B.S.OF C8 FRAME (TYP)SHIP LOOSE

C6X

8.2

C6X8.2C6X8.2

7' -

2 1/

4"

3' - 4 1/2"

C6X

8.2

C6X

8.2

C6X8.2

A.1

S530116 TYP. @ DOCK

DOORS

A B C D E G H K L M N P Q T UWP WQ

W16X31 28G5N5.2K SP 54G11N8.0K SP54G10N8.2K SP54G11N6.5K SP54G11N5.5K SP W16X36 c=(3/4") 28G5N7.0K SP 54G11N8.2K SP

B.9 C.2 G.9 J.1 M.8 N.2 R.8 S.1

S40011010

HS

S8X

8X1/

4

HS

S8X

8X5/

16

HS

S8X

8X5/

16

2L3X

3X1/4

2L3X3X1/4

HS

S8X

8X1/

4

HS

S8X

8X1/

4

HS

S8X

8X1/

4

HS

S8X

8X5/

16

HS

S8X

8X5/

16

2L3X3X1/42L3X

3X1/4

HS

S8X

8X1/

4

HS

S8X

8X5/

16

W10

X33

W14X22

15' - 8"61' - 6"30' - 4"29' - 6"29' - 6"29' - 6"29' - 6"31' - 10"29' - 9"31' - 3"29' - 9"29' - 6"29' - 6"30' - 7"

11' - 4 3/8"

5' - 5 9/16"

11' - 1 7/16"

5' - 6 9/16"

11' - 9 5/8"

5' - 10 13/16"

22' - 4 3/8" 11' - 2 3/16"

A.1

S53019

S530113

S53017

1.51.92 1.3

X12

17' - 0" 16' - 9 1/4" 16' - 7 3/4"

W10

X33

W10

X33

W10

X33

W12X14W12X14W12X14

32LH06 B/DECK26'-2 1/4"

B/DECK27'-2 3/4"

C GIRTL14'-0"

FIN. FLR.0'-0"

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



1/16" = 1'-0"

C:\R

evit

Loca

l\061

61S

truc

t_M

Rao

of.r

vt10

/23/

2017

5:0

7:01

PM

730-06161

MO

GS

S3003

FRAMINGELEVATION

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 1/16" = 1'-0"1 FRAME ELEVATION LINE "Q" LOOKING SOUTH

SCALE: 1/16" = 1'-0"2 FRAME ELEVATION LINE "R" LOOKING NORTH

SCALE: 1/16" = 1'-0"4

FRAME ELEVATION LINE "1" LOOKING WEST

SCALE: 1/16" = 1'-0"3 FRAME ELEVATION LINE "2" LOOKING EAST

SCALE: 1/16" = 1'-0"5 FRAME ELEVATION LINE U



CONNECTION DETAILS.

ACDEHLMNQS

31' - 3" 59' - 10" 29' - 6" 29' - 6" 61' - 4" 61' - 0" 29' - 9" 29' - 6" 60' - 1"

HS

S10

X10

X1/

4

28G6N3.0K SP

HS

S10

X10

X1/

4

54G10N4.0K SP

HS

S10

X10

X1/

4

28G5N4.5K SP

HS

S10

X10

X1/

4

2L3-1/2X3-1/2X1/42L

3-1/

2X3-

1/2X

1/4

W16X26

HS

S10

X10

X1/

4

54G11N3.0K SP

HS

S10

X10

X1/

4

54G11N3.0K SP

HS

S10

X10

X1/

4

28G5N3.5K

HS

S10

X10

X1/

4

2L3-

1/2X

3-1/

2X1/

4

2L3-1/2X3-1/2X1/4

HS

S10

X10

X1/

4

W16X26 54G10N3.0K SP

HS

S10

X10

X1/

4

[10.0K] [10.0K] [10.0K] [10.0K] [10.0K] [10.0K] [10.0K] [10.0K] [10.0K]

0.7ΩEQ = 20.0K(T)-TYP.

0.7ΩEQ = 20.0K(T)-TYP.

B.10

B/DECK46'-7 13/16"

FIN. FLR0'-0"

K.8L.1

S53019

S530113

S53017

A B C D E G H L M N P Q S

14' -

0"

14' -

0"

J.8 K.2

FIN. FLR.0'-0"

C GIRTL14'-0"

C GIRTL28'-0"

28G5N3.5K SP

W10X22

28G5N4.0K SP

W10X22

W10X22 W10X22

W16X26 W16X26

W10X22 W10X22

W10X22

W10X22

W10X26

W10X12

28G5N3.5K SP 28G5N3.5K SP 24G5N4.0K 24G5N4.0K

W10X22

W10X22

W10X17

W10X17

W10X12

W10X12

W16X26 W16X26

W10X22W10X17

W10X17 W10X22

W10X22

W10X22 W10X22

W10X22 W10X22

W10X22

W10X26

W10X26

28G6N3.5K SP28G5N3.5K SP28G5N4.0K SP28G5N4.5K SP

31' - 3"30' - 4"29' - 6"29' - 6"29' - 6"22' - 0"18' - 9"20' - 7"29' - 9"31' - 3"29' - 9"29' - 6"

1' - 6"

28' - 0"30' - 7"

2L3X

3X1/

4 2L3X3X1/4 2L3X

3X1/

4 2L3X3X

1/4 2L3X

3X1/

4 2L3X3X1/4

B.10

B/DECK46'-0"


C12

X20

.7

W10X26

C12X20.7

C12

X20

.7

C12

X20

.7

C12

X20

.7

C12

X20

.7

C12

X20

.7

C12X20.7 C12X20.7

F.9 J.9 K.1 M.4 N.5N.6 N.7

S53018

S530113

S53017

W10

X39

W10

X49

W10

X39

W10

X39

W10

X49

W10

X49

W10

X39

W10

X39

W10

X39

W10

X49

W10

X49

W10

X49

W10

X39

W10

X39

W10

X39

W10

X39

S530115

101112

W12X14

W12X14

W12X14

20K3[8K]


31' - 2"

FIN. FLR0'-0"

CL GIRTEL:14'-0"

CL GIRTEL:28'-0"

CL GIRTEL:36'-0"

C6X

8.2

W10

X39

HS

S10

X10

X1/

4

C6X

8.2C6X8.2

XC XH XJ XK XLUXA XMXFXEXA.1 XH.1

W18X35

HSS5X5X

1/4

HSS5X5X1/4

HSS5X5X

1/4HSS5X5X1/4

W16X26

HS

S8X

8X1/

4

HS

S8X

8X1/

4

8" 27' - 0" 27' - 6" 25' - 4" 34' - 1" 32' - 1" 32' - 1" 7"

2L5X

3-1/2

X1/4LL

BB 2L5X3-1/2X1/4LLBBH

SS

10X

10X

5/16

HS

S10

X10

X5/

16

HS

S8X

8X1/

4

HS

S8X

8X1/

4

HS

S8X

8X1/

4

S53019

S530113

S53016

S530117

S530114

W21X44 22KCS2

W16X26

W18X35

W14X22 W14X22

6" 6" 1' - 5"

SIM.

S53016

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



As indicated

C:\R

evit

Loca

l\061

61S

truc

t_M

Rao

of.r

vt10

/23/

2017

5:0

8:02

PM

730-06161

MO

GS

S3004

FRAMINGELEVATION

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

GE

FRE

SN

O, C

ALI

FOR

NIA


RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E


SCALE: 1/16" = 1'-0"2 FRAME ELEVATION LINE "12" LOOKING EAST

SCALE: 1/16" = 1'-0"3 FRAME ELEVATION LINE S LOOKING SOUTH

SCALE: 1/8" = 1'-0"4 FRAME ELEVATION LINE X12



CONNECTION DETAILS.

DEF

1' - 6" 29' - 9"

2L5X3-1/2X1/4LLBB 2L5X3-1/2X1/4LLBB

W14X22

28G5N5.0K

S530114

7"7"

6 736' - 2"


24K5

W18X40

HS

S6X

6X1/

4

HS

S6X

6X1/

4

S530114

1' - 0"1' - 0"

67

36' - 2"

2L3X

3X1/4 2L3X3X1/4

W14X22

W24X55

1' - 0" 1' - 0"6 7

36' - 2" 1' - 0"

2L3X

3X1/4 W14X22

2L3X3X1/4

W24X55

1' - 0"

67

36' - 2"

W14X22

2L3X

3X1/4 2L3X3X1/4

W24X55

1' - 0" 1' - 0"

D E F GC.3

29' - 9"


28G5N5.0K

W21X44

C8X

11.5

17' - 9" 1' - 6" 29' - 9"

C8X

11.5

C8X

11.5

C8X

11.5

C8X11.5

C8X11.5

C8X11.524G5N5.2K 28G5N5.0K

HS

S12

X12

X5/

16

W21X44W21X44

HS

S12

X12

X5/

16

HS

S12

X12

X1/

4

HS

S12

X12

X5/

16

S530114

7"

7" 7"

7"

6 7

36' - 2"

24K4

2L3X3X1/4 2L3X3X1/4

W24X55

2L3X3X1/4 2L3X3X1/4

S530114

L M

29' - 6"

28G5N5.0K

2L3X3X1/42L3X3X1/4

W14X22

S530114

67

36' - 2"

W16X26

2L3X

3X1/4 2L3X3X1/4

W18X40C

6X8.

2

HS

S6X

6X1/

4

HS

S6X

6X1/

4

C6X

8.2

C8X11.5

LMM.7

28G5N4.0K

2L3X3X1/4 2L3X3X1/4

W14X22

29' - 6"

S530114

67

W16X26

2L3X

3X1/4 2L3X3X1/4

W24X55

36' - 2"

6 6.5 6.6

18' - 10"

2L3X3X1/42L3X3X1/4

W14X22

W16X26

S530113

S53016

Q R S S.2

28G5N4.0K

2L3X3X1/42L3X3X1/4

W21X44

8' - 0"29' - 9"1' - 6"

S530114

66.56.67.2

21' - 6" 2' - 4" 18' - 10"

W12X16

2L3X

3X1/4

2L3X3X1/4 2L3X

3X1/4

W12X16

2L3X3X1/4

W14X22W14X22

Pipe 3 STD

HS

S6X

6X1/

4

HS

S6X

6X1/

4

HS

S6X

6X1/

4

HS

S6X

6X1/

4

C6X

8.2

C6X

8.2

C6X

8.2

C6X8.2

C6X

8.2

C6X8.2

QRS

29' - 9" 1' - 6"

28G5N4.0K

2L3X3X1/42L3X3X1/4

W21X44

S530114

R S S.2

28G5N4.0K

2L3X3X1/42L3X3X1/4

W21X44

8' - 0"29' - 9"

S530114

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

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L. 3

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0W

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R.N

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1/8" = 1'-0"

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FRAMINGELEVATION

PH

AS

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UN

ITE

D S

TATE

S C

OLD

STO

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FRE

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BY

DE

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10-2

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MO

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SU

E

SCALE: 1/8" = 1'-0"1 FRAME ELEVATION 6

SCALE: 1/8" = 1'-0"2 FRAME ELEVATION LINE C.3

SCALE: 1/8" = 1'-0"6 FRAME ELEVATION LINE E

SCALE: 1/8" = 1'-0"5 FRAME ELEVATION LINE F

SCALE: 1/8" = 1'-0"4 FRAME ELEVATION LINE G

SCALE: 1/8" = 1'-0"3 FRAME ELEVATION LINE 7

SCALE: 1/8" = 1'-0"7 FRAME ELEVATION LINE L (PH-2)

SCALE: 1/8" = 1'-0"8 FRAME ELEVATION LINE 7 (PH-2)

SCALE: 1/8" = 1'-0"9 FRAME ELEVATION LINE M.7 (PH-2)


SCALE: 1/8" = 1'-0"11 FRAME ELEVATION LINE M (PH-2)

SCALE: 1/8" = 1'-0"12 FRAME ELEVATION LINE R

SCALE: 1/8" = 1'-0"13 FRAME ELEVATION LINE 7.2

SCALE: 1/8" = 1'-0"14 FRAME ELEVATION LINE S.2


SCALE: 1/8" = 1'-0"16 FRAME ELEVATION LINE 6.5 AND 6.6 SIM



CONNECTION DETAILS.

C

2

3

B.9 C.2

STUBCOLUMNSTYP. FOR 4

1.8

HSS4X4X1/4

6' -

0"

i think we needsome members under channelto bolt

B/DECKEL:27'-2"

B/DECKEL:27'-1 3/8"

32LH

06 S

P

32LH

06 S

P

W16X36 c=(3/4")54G11N5.5K SP

3"6'

- 0"

5"

3" 5' - 5 9/16" 5' - 10 13/16" 3"

11' - 10 3/8"

H J

2

3

3.2

G.9 J.1

1.8 1.8

B/DECK27'-2"

B/DECK27'-1 3/8"

3" 5' - 6 9/16" 5' - 6 15/16" 3"

HSS4X4X1/4STUB COLUMNSTYP. FOR 4

11' - 7 7/16"

3"6'

- 0"

5"

N

2

3

3.2

M.8 N.2

1.8

B/DECKEL:27'-2"

3" 5' - 10 13/16" 5' - 10 13/16" 3"

B/DECKEL:27'-1 3/8"

HSS4X4X1/4STUB COLUMNSTYP. FOR 4

12' - 3 5/8"

5"6'

- 0"

3"

S

2

3

3.2

R.8 S.1

1.8

6' -

0"

B/DECKEL:27'-2"

B/DECKEL:27'-1 3/8"

HSS4X4X1/4STUB CLOUMNSTYP. FOR 4

3" 8' - 10 5/8" 2' - 3 9/16"3"

3"6'

- 0"

5"

11' - 8 3/16"

C

2

3

B.9 C.2

1.8

HS

S4X

4X1/

4

HS

S4X

4X1/

4

HSS4X4X1/4

HSS4X4X1/4B/DECKEL:38'-1 1/4"

B/DECKEL:38'-2"

6' -

0"

11' - 4 3/8"

5' - 5 9/16" 5' - 10 13/16"

H J

2

3

3.2

G.9 J.1

1.8

HS

S4X

4X1/

4

HSS4X4X1/4

HS

S4X

4X1/

4

HSS4X4X1/4

6' -

0"11' - 1 7/16"

K.B

K.B

K.B

K.B

K.B

K.B

K.B

K.B

B/DECKEL:38'-2"

B/DECKEL:38'-1 1/4"

N

2

3

3.2

M.8 N.2

1.8

11' - 9 77/128"

6' -

0"

HSS4X4X1/4

HS

S4X

4X1/

4

HS

S4X

4X1/

4

HSS4X4X1/4B/DECKEL:38'-2"

B/DECKEL:38'-1 1/4"

S

2

3

3.2

R.8 S.1

1.8

6' -

0"

11' - 2 3/16"

HSS4X4X1/4

HSS4X4X1/4

HS

S4X

4X1/

4

HS

S4X

4X1/

4

B/DECKEL:38'-2"

B/DECKEL:38'-1 1/4"

G.9J.1

11' - 1 29/64"

HSS4X4X1/4

L3X3X

1/4

C6X

8.2

C6X

8.2

L3X3X1/4

HS

S4X

4X1/

4

HS

S4X

4X1/

4

2 31.8

6' - 0"

L3X3X

1/4

L3X3X1/4

HSS4X4X1/4

HS

S4X

4X1/

4

HS

S4X

4X1/

4

32LH06 SP54G11N8.2K SP

TYP.

3' -

0"

23 1.8

6' - 0"

HSS4X4X1/4

L3X3X

1/4

L3X3X1/4

HS

S4X

4X1/

4

HS

S4X

4X1/

4

HG.9 J.1

11' - 1 7/16"

HSS4X4X1/4

L3X3X

1/4

L3X3X1/4

HS

S4X

4X1/

4

HS

S4X

4X1/

4

3' - 0"

3' -

0"

TYP.

TYP.

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

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-290

0W

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1/4" = 1'-0"

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S4001

FIRE RISERFLOOR AND

ROOF FRAMINGPLANS

PH

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UN

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D S

TATE

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OLD

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RE

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BY

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SCALE: 1/4" = 1'-0"1 FIRE RISER #1 FLOOR FRAMING PLAN

SCALE: 1/4" = 1'-0"2 FIRE RISER # 2 FLOOR FRAMING PLAN



SCALE: 1/4" = 1'-0"5 FIRE RISER # 1 ROOF FRAMING PLAN

SCALE: 1/4" = 1'-0"6 FIRE RISER # 2 ROOF FRAMING PLAN

SCALE: 1/4" = 1'-0"7

FIRE RISER # 3 ROOF FRAMING PLANSCALE: 1/4" = 1'-0"

8 FIRE RISER # 4 ROOF FRAMING PLAN

SCALE: 1/4" = 1'-0"12 FRAME ELEVATION TYP. @ LINE 1.8

SCALE: 1/4" = 1'-0"99 KNEE BRACE (TYP FOR 4 PLACES) SCALE: 1/4" = 1'-0"

11 KNEE BRACE TYP FOR 4 PLACES)

SCALE: 1/4" = 1'-0"1010 KNEE BRACE LINE 6 (TYP @ 4 PLACES)

1

B.2 C.1 D.1 D.9 F.8 G.8 J.7 K.6 L.6 M.5A.1

34' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 27' - 3"

4' -

0"3'

- 6"

5' - 2" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 8' - 3" 7' - 2"

279' - 5"

1' - 3"

2' - 4"

1' - 3"

2' - 4"

1' - 1"

C4x5.4 CONT.

L2x2x1/4 HANGER,TYP

HANG

ER L

OCA

TIO

N

HANG

ER L

OCA

TIO

N

HANG

ER L

OCA

TIO

N

HANG

ER L

OCA

TIO

N

C4x5.4 STRUCT (TYP @ COLUMN)

2S4002

5/8"ø ROD X-BRACE (TOTOP/BACKSTOP FROMC4) TYP. OF 4 PLACES

1

B/DECK26' - 0"

3' - 6" 4' - 0"

C7x9.8 CONT.

PROVIDING ADDL BRIDGING@ HANGER LOCATIONS. TYP

PROVIDE JOIST PANELPOINT @ HANGERLOCATIONS. TYP

SEE DETAIL SHEET S0003FOR ADDL BRACING ATJOIST CONCENTRATEDLOADS (AS REQUIRED)

L2x2x1/4 HANGER (SEEEMPTY PALLETSTORAGE FRAMINGPLAN ON THIS SHEET)

BOT/STOPEL. + 19'-6"

L2x2x1/4 CONT.

3/16TYP

TOP/C4EL. + 13'-0"

C4x5.4x8'-3" W/1/4"x3"x0'-10"SPLICE PLATE W/2-3/4"øBOLTS

L2x2x1/4"

C4x5.4 STRUCT(TYP. @ COL)

3/16TYP

TOP/BACKSTOPEL. + 19'-0"

L3 1/2x2 1/2x1/4 CONT. (LLH)

L2x2x1/4 BACKSTOP

3/16

L2x2x1/4 BRACEBEYOND (SEE PLAN ) 3/16

SRP (TUNNELS)14' - 0"

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

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2257

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0W

WW

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As indicated

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S4002

EMPTY PALLETSTORAGE

PLANS ANDSECTION

PH

AS

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UN

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D S

TATE

S C

OLD

STO

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GE

FRE

SN

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BY

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10-2

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ID IS

SU

E

SCALE: 1/8" = 1'-0"1 EMPTY PALLET STORAGE RACK LOWER FRAMING PLAN

SCALE: 3/4" = 1'-0"2 EMPTY PALLET STORAGE DETAIL

N

P Q R

2 2

3.23.2

1.8 1.84' - 10" 12' - 0" 2' - 6" 15' - 3" 2' - 6" 13' - 11"

1.0K (TC) 0.5K (TC) 1.0K (TC) 1.0K (TC)

HSS4X4X1/4 STAIRPOST STB. COL, TYP

32LH

06 S

P

32LH

06 S

P

32LH

06 S

P

32LH

06

32LH

06

32LH

06

32LH

06

32LH

06

32LH

06

32LH

06 S

P[1

0.0K

]

28G5N5.2K SP

W16X31L5X5X3/8 L5X5X3/8 L5X5X3/8

L5X5X3/8L5X5X3/8L5X5X3/8

W16X26

6"3'

- 5"

1.0K (TC) 0.5K (TC) 1.0K (TC) 1.0K (TC)

L5X5X3/8 L5X5X3/8

L5X5X3/8 L5X5X3/8T/ROOFEL. +27'-9"

T/LANDINGEL. +54'-0"

L

10

11

K.8 L.1

11.1

3S4003

9.9 9.9

LLK.8 L.1

HS

S4X

4X1/

4

HS

S4X

4X1/

4

L3X3

X1/4

L3X3X1/4

L5X5X3/8 L5X5X3/8

TYP. FOR 4 PLACES

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

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0W

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1/4" = 1'-0"

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S4003

ROOF STAIRPLAN ANDSECTION

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

RA

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FRE

SN

O, C

ALI

FOR

NIA


RE

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BY

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SC

RIP

TIO

NA

10-2

3-17

MO

ST

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L B

ID IS

SU

E

SCALE: 1/4" = 1'-0"1 UNIT 4 ROOF STAIR

N

SCALE: 1/4" = 1'-0"2 UNIT 2 PARTIAL ROOF STAIR

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

2" GROUT

3" C

LR.

3" CLR.SEE FND. PLAN & FTG. SCHED.FOR FTG. SIZE & REINF.

SEE ISOLATION JOINTDETAIL, THIS SHEET

COLUMN PER PLAN

CONCRETE SLAB

VAPORRETARDER

SEE FND. PLAN & FTG. SCHEDULEFOR FTG. SIZE & REINF.

CLR.2"

8" C.I.P. WALL w/ #5 VERT. @ 12" O.C.AND #4 HORIZONTAL @ 12" O.C.

DWL TO MATCHVERT. REINF.

VAPOR RETARDER

CLR

.2"

FIN. GRADE

(REF. CIVIL)

INS. METAL PANEL

CONC. SLAB

CONC. CURBREF. ARCH FOR SIZE AND LOCATIONREF. S0002 FOR REINF.

NOTES:1. SHORING OF WALL IS REQ'D DURING BACKFILL UNLESS

THE DIFFERENCE BETWEEN THE INTERIOR ANDEXTERIOR GRADE IS 36" OR LESS AND THE CONCRETEHAS REACHED THE DESIGN STRENGTH.

2. SEE ARCH. DWGS. FOR CURB SIZE AND LOCATIONS.

3" INSULATION

3" C

LR.

D

1' - 0" 8" 1' - 10"

MIN

.6"

FIN. GRADEVAPOR RETARDER

REF. PIER PER DETAILSON S0004 FOR SIZE ANDREINFORCING

3" C

LR.

3" CLR.

SEE FND. PLAN & FTG. SCHED.FOR FTG. SIZE & REINF.

INS. MT'L. PANEL

CONCRETE SLAB

DWL. TO MATCH VERT.REINF. WHERE REQ'D.

2" GROUT

ISOLATION JOINT PERDETAIL ON S0002

CONTINUE WALLREINF. THRU PIER

D +

3"

PLANSEE

3" VERT. INSULATION

WF COL. PER PLAN

TOP OF PIER ANDSTEM WALL

3" C

LR.

3" CLR.SEE FND. PLAN & FTG. SCHED. FOR FTG. SIZE & REINF.

COLUMN (SEE PLAN)

CONCRETE SLAB

VAPOR RETARDER

3" SUB-SLAB INSULATIONPER PLAN

SEE ISOLATION JOINTDETAIL, THIS SHEET

2~2x4 BLOCKOUT FORUNDERFLOOR HEATING.-COORD. LOCATION WITHREFRIG. DWG'S

SEE DETAIL 19/S0002 FORCOLUMN BEARING BLOCKASSEMBLY DETAIL

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

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3/4" = 1'-0"

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S5001

STRUCTURALFOUNDATION

DETAILS

PH

AS

E 4

UN

ITE

D S

TATE

S C

OLD

STO

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FRE

SN

O, C

ALI

FOR

NIA


SCALE: 3/4" = 1'-0"3TYPICAL INTERIOR COLUMN

SCALE: 3/4" = 1'-0"2EXTERIOR FND. WALL

SCALE: 3/4" = 1'-0"1EXTERIOR WF COL. & PIER

SCALE: 3/4" = 1'-0"4TYPICAL INTERIOR COLUMN AT FREEZER

RE

VD

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BY

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10-2

3-17

MO

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ID IS

SU

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WT6x20

JOIST

JOIST GIRDER

CAP PLATE

STABILIZER PLATEDO NOT WELD (TYP.)

COL PER PLAN

BRACE PERELEVATION

NOTE:" L " SHALL BE AS REQUIRED TO SUPPORTAPPLIED LOAD BUT NOT LESS THAN 1'-0".

3/16

SEE NOTE 19ON S0001, TYP.

TYP

3/4"

BR

G. P

LATE

"L"

COLUMN

STABILIZERPLATE (TYP.)

JOIST GIRDER(TYP.)

" L "

A

A

P P

JOIST ERECTIONBOLT

DO NOTWELD (TYP.)

VIEW A-A

JOIST GIRDERSEAT

REMOVEERECTION BOLTS

ANGLE SIZE-SEE CHART

≤15k

TOP CHORDFORCE (P)

3" MIN.4" MIN.5" MIN.

6 1/2" MIN.

JOIST GIRDER CONTINUITY TABLE

ANGLE SIZE

L3x3x1/4L3x3x1/4L3x3x5/16L3x3x3/8

WELD LENGTH"WLt"

"WLt"

NOTES:1. P = TOP CHORD FORCE PER PLANS.2. " L " TO BE SIZED BY FABRICATOR TO DEVELOP TOP

CHORD FORCE SHOWN ON PLANS.3. CONNECTION OCCUR @ ALL COLUMNS ALONG "BRACE

LINES" UNLESS SPECIFICALLY DETAILED OTHERWISE.

3/4" CAPPLATE


3/16 "WLt"TYP

3/16 "WLt" TYP

≤20k≤25k≤35k

GRID

3/4" CAP PLATE

WF BEAM WF BEAM

HSS COLUMN

2-3/8" PLATES

3" MIN.

1' - 6"

3/8" STIFF. PLATEEA. SIDE

1/4"1/4"

MIN. 1/2" GUSSET PLATE

1/4

WORKPOINT

BEAM/CONN.

METALDECK

JOIST STABILIZER PLATE

JOIST

GRID

WF BEAM3/8" STIFF. PLATEEA. SIDE

PIPE BRACE PER ELEV. VIEWw/ CLOSURE PLATE AT ENDS

MIN. 1/2" GUSSETPLATE

1/4

3/16

WORK POINT

BEAM/CONN.

JOIST

ANGLE PERELEV. VIEW

HSS COLUMN

1/4" 1/4"

JOIST (TYP.)

COLUMN

JOIST GIRDER

3/4" CAP PLATE

PLATE " T "x" W "x" L "-CENTERED OVER COLUMN

JOIST TO START OF WELD)

" L "

" W "

P P

NOTES:1. P = TOP CHORD FORCE PER PLANS.2. " L " TO BE SIZED BY FABRICATOR TO DEVELOP TOP

CHORD FORCE SHOWN ON PLANS.3. CONNECTION OCCUR @ ALL COLUMNS ALONG "BRACE

LINES" UNLESS SPECIFICALLY DETAILED OTHERWISE.

3/4" (MAX. DIST. FROM END OF

≤15k

TOPCHORD

FORCE (P)

PLATETHICKNESS

(T)

PLATEWIDTH

(W)

1/4" 4" MIN. 2" MIN.16-20k 1/4" 4" MIN. 3" MIN.21-25k 5/16" 4" MIN. 4" MIN.

JOIST CONTINUITY TABLE

WELDLENGTH

"WLt"

25-30k 3/8" 4" MIN. 5" MIN.

"WLt"

STABILIZERPLATE (TYP.)

DO NOT WELD(TYP.)


3/16 1TYP

3/16 "WLt"TYP

METAL DECK

HSS COLUMN

GRID

1/2" CAP PLATE

WF BEAMWF BEAM

3/4" SEAT PLATE

WT6x20

JOIST GIRDER

HSS COLUMN

MIN. 1/2"GUSSETPLATE

1/4"

STD. AISCCONN., TYP.

WORK POINT

BEAM/CONN.

4S5301

METALDECK

GRID

1/2" CAP PLATE

WF BEAM

PIPE PERELEV. VIEW

MIN. 1/2"GUSSETPLATE

MIN."D"

1/4" CLOSUREPLATE

3/16"SEAL WELD

1/4"

BEAM/CONN.

TYP BRACE NOTES:1. FOR ANGLE BRACE, PROVIDE TWO BOLT MIN CONN. OR ONE ERECTION

BOLT FOR FIELD WELDED FINAL CONN.2. FOR PIPE BRACE, PROVIDE ONE ERECTION BOLT TO BE REMOVED AND

HOLE PLUGGED AFTER FINAL BRACE TO GUSSET CONNECTION COMPLETE.3. CONNECTION OF BRACE TO GUSSET PLATE AND GUSSET PLATE TO

COLUMN AND BEAM BY FABRICATOR AND SHALL BE ABLE TO DEVELOPEBRACE FORCE SHOWN ON ELEVATION VIEWS.

ANGLE PERELEV. VIEW

GRID

3/4" CAP PLATE

WF BEAM

WF COLUMN

MIN. 1/2"GUSSET PLATE

1/4

WORK POINTBEAM/CONN.

METALDECKJOIST

ANGLE PERELEV. VIEW

WF BEAM

ANGLE PERELEV. VIEW

AISC DBLANGLE CONN.


JOIST JOIST

METALDECK

COLUMN

3/4" CAP PLATE

ERECTIONBOLTS

JOIST

WF BEAM

1" THICK x 4 1/2"WIDE EACH SIDE

3/8' STIFF. B.S.

JOISTGIRDER

MIN.1' - 6" 8"

3" MIN.

STABILIZER PLATE

DO NOT WELD

5/16 6

MIN. 1/2" GUSSETTHRU PLATE

PIPE BRACESHOWN, ANGLEBRACE SIM.

2~3/4" DIA.BOLTS (TYP.)

1/4SEAL(TYP.)

NOTE:CONNECTION OF BRACE TO GUSSET PLATEAND GUSSET PLATE TO COLUMN BYFABRICATOR TO DEVELOP BRACE FORCESHOWN ON ELEVATIONS.

3/4" A325EA. SIDE

5/16 51/2" 1/2"

COPE BEAMWEB

MIN. 1/2" GUSSET PLATE

ANGLEBRACING

WF COL.

1'-0

" MIN

.

WORK POINT

3/4"ø MIN. A325 BOLTS-QTY. AS REQ'D PERFORCE SHOWN ONELEVATIONS

1/4

FIN.FLR.

BASE PLATE PERFOUNDATION PLAN

HSS COL.

ANGLE BRACE

WORK POINT

MIN. 1/2" THRUGUSSET PLATE

3/4" DIA. BOLTS

1/4

FIN.FLR.

1/4

WORKPOINT

WF GIRT

COL. PER PLAN

ANGLE BRACE

MIN. 1/2" GUSSETPLATE (TYP.)

ANGLEBRACE

3/4"ø MIN. A325 BOLTS-QTY. AS REQ'D PERFORCE SHOWN ONELEVATIONS -TYP.

3/16

1/2" 1/2"

INSIDE FACE OFMT'L INS. PANEL

WF GIRT (TYP.)

COLUMN PER PLAN

PLAN VIEW

NOTE:REF. TYP. GIRT CONN. DETAILON S0002 FOR ADDITIONALINFORMATION.

3/16TYP

1 1/

2"

L3 1/2x3x5/16 (LLH)

GUSSET PLATE (TYP.)

L4x3x5/16 (LLH)

WF GIRT

WORKPOINT

ANGLEBRACE

ANGLEBRACE MIN. 1/2"

THRU PLATE

TYP. NOTE FOR ANGLE BRACEPROVIDE TWO BOLT MIN. CONNECTION OR ONE ERECTIONBOLT FOR FIELD WELDED CONNECTIONS.CONNECTION OF BRACE TO GUSSET PLATE AND GUSSETPLATE TO COLUMN BY FABRICATOR TO DEVELOP BRACEFORCES SHOWN ON ELEVATIONS VIEWS.

3/16

SEE NOTE 19 S0001,TYP.

ANGLE BRACE

1/2" GUSSET PLATE

1/4

COL. PER PLAN

WORKPOINT

AISC STD. SHEAR TABBEAM/COLUMN CONNECTION

WF BEAM PER PLAN

BEAM/CONN.

CONTINUITY PLATEPER DET. 1/S5031

FLANGE CUT AWAY &GIRDER NOT SHOWN

FOR CLARITY

JOIST PER PLAN

PL1/2x4x8w/ 3/8" STIFF. PLATE@ CENTERLINE

NOTEGIRDER SEAT PER DETAIL ??/S????

1/2" MIN. GUSSET PLATE

DBL. ANGLE BRACING3/4" DIA. BOLT


WORKPOINTWF BEAM D

EPTH

1/2

BM.

NOM

.

MIN. 1/2" GUSSETPLATE (TYP.)

1/4(TYP.)

ANGLEBRACE

ANGLE BRACING

MIN 1/2" THRU PLATE(CUT SLIT IN GIRT WEBAND WELD AS SHOWN)

WF GIRT

W.P.


1/4(TYP)

L4x4x5/16

3/16A

3/16

T/CONC. SLAB

WF GIRT

1 1/

2"

L6x4x3/8x0'-6" (LLV) W/2~13/16" DIA. x 0'-2" SLOTTEDHOLES. HAND TIGHTEN NUTAND TACK WELD. (TYP.)

L4x4x5/16x6" w/2~3/4" DIA. BOLT

CHANNEL FRAMEPER ELEV. VIEW

3/16(TYP.)

1 1/

2"

IMP PER ARCH

VIEW A

C10

1 1/

2" L4x4x5/16x7" w/ 2~5/8" DIA. x 0'-4 1/2" EMBEDw/ APPROVED ADHESIVE

HSS COL.

PIPE BRACE

1/4" CLOSURE PLATE

WORK POINT

MIN. 1/2" THRUGUSSET PLATE

"D"

REMOVE ERECTIONBOLT & SEAL WELDEACH SIDE

1/4

1/4 SEAL

FIN.FLR.

1/4

GRID

GRID

GRID

IMP

HSS8x8PER PLAN-TYP.

1/2"x3 1/2"x0'-3 1/2" PLATE WASHER-WELD TO HSS AFTER ROD IS INSTALLED(SHIP LOOSE)-TYP.

HSS2 1/2x2 1/2x1/4"x0'-4"-TYP.

1"ø F1554 GRD. 50 ROD. -TYP.(DO NOT USE ALL THREADED BOLTS)-TYP.

SEE

PLA

N

NOTE: WELD COLDER SIDE NUT AFTERPANEL INSTALLATION AND PRIOR TOTEMPERATURE PULL DOWN. BACK WARMSIDE NUT OFF 1 1/2 TURNS MIN. PRIOR TOTEMPERATURE PULL DOWN. AFTERCOMPLETION OF PULL DOWN, TIGHTEN ALLNUTS SNUG AND WELD.

A

SECTION A-A

A

1/4 TYP

1/4 TYP

WORK WITH ELEVATION VIEWS AND SECTIONSROD APPROX. 6" ABOVE TOP OF GIRDERBOTTOM CHORD OR APPROX. 6" ABOVE ORBELOW BOTTOM OF JOIST WHICHEVER PLACESROD CLOSESTS TO THE TOP OF THE COLUMN.CARE SHALL BE TAKEN TO ENSURE ROD ANDCONNECTIONS DO NOT INTERFERE WITH ANYSTRUCTURAL COMPONENTS.

GRID

GRID

IMP

WF COLUMNPER PLAN

1"ø F1554 GRD.50 ROD -TYP.(DO NOT USE ALLTHREADED BOLTS)

NOTE: WELD COLDER SIDE NUT AFTERPANEL INSTALLATION AND PRIOR TOTEMPERATURE PULL DOWN. BACK WARMSIDE NUT OFF 1 1/2 TURNS MIN. PRIOR TOTEMPERATURE PULL DOWN. AFTERCOMPLETION OF PULL DOWN, TIGHTEN ALLNUTS SNUG AND WELD.

A

SECTION A-A

GRID

SEE PLAN

HSS COL.PER PLAN

WORK WITH ELEVATION VIEWS AND SECTIONSROD APPROX. 6" ABOVE TOP OF GIRDERBOTTOM CHORD OR APPROX. 6" ABOVE ORBELOW BOTTOM OF JOIST WHICHEVER PLACESROD CLOSESTS TO THE TOP OF THE COLUMN.CARE SHALL BE TAKEN TO ENSURE ROD ANDCONNECTIONS DO NOT INTERFERE WITH ANYSTRUCTURAL COMPONENTS.

1/2"x2 1/2"x2 1/2"PLATE WASHEREA. END, TYP.

GRID GRID

GRID

WALL 2~3/8"STIFF.

1/2"x7"x0'-7" PLATE WASHER-TYP.

1 1/4"ø F1554 GRD. 36 ROD(DO NOT USE ALL THREADED BOLTS)

SEE PLAN

WORK WITH ELEVATION VIEWS AND SECTIONSROD APPROX. 6" ABOVE TOP OF GIRDER BOTTOMCHORD OR APPROX. 6" ABOVE OR BELOWBOTTOM OF JOIST WHICHEVER PLACE RODCLOSEST TO TOP OF COLUMN.CARE SHALL BE TAKEN TO ENSURE ROD ANDCONNECTIONS DO NOT INTERFERE WITH ANYSTRUCTURAL COMPONENTS.

NOTE: WELD COLDER SIDE NUT AFTERPANEL INSTALLATION AND PRIOR TOTEMPERATURE PULL DOWN. BACK WARMSIDE NUT OFF 1 1/2 TURNS MIN. PRIOR TOTEMPERATURE PULL DOWN. AFTERCOMPLETION OF PULL DOWN, TIGHTEN ALLNUTS SNUG AND DAMAGE THREADS ORWELD.

AA

SECTION A-A

IMP3/16TYP

CLR

.2"

3/8" STIFF

1/2" PLATE

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



As indicated

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STRUCTURALBRACINGDETAILS

PH

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D S

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S C

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NIA


SCALE: 3/4" = 1'-0"4SECTION (SIDE MOUNTED JOIST GIRDER)

SCALE: 1/2" = 1'-0"1JOIST GIRDER TOP CHORD CONTINUITY CONNECTION

SCALE: 3/4" = 1'-0"6SECTION (BRACE TO WF BEAM AND HSS COL.)

SCALE: 1/2" = 1'-0"2JOIST TOP CHORD CONTINUITY CONNECTION

SCALE: 3/4" = 1'-0"3SECTION (BRACE w/ SIDE MOUNTED JOIST GIRDER)

RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

ST

EE

L B

ID IS

SU

E

SCALE: 3/4" = 1'-0"5SECTION (BRACE TO WF BEAM AND WF COL.)

SCALE: 3/4" = 1'-0"7BRACE DETAIL (GIRDER TO BEAM)

SCALE: 3/4" = 1'-0"8BRACE DETAIL (ANGLE TO WF COL.)

SCALE: 3/4" = 1'-0"9BRACE DETAIL (PIPE TO HSS COL.)

SCALE: 3/4" = 1'-0"10BRACE DETAIL (ANGLE TO WF COL)

SCALE: 3/4" = 1'-0"11BRACING DETAIL (ANGLE TO GIRT)

SCALE: 3/4" = 1'-0"12BRACE DETAIL (JOIST TO BEAM)

SCALE: 3/4" = 1'-0"13BRACE DETAIL (ANGLE INTERSECTION)

SCALE: 3/4" = 1'-0"14BRACING DETAIL (ANGLE TO WF BEAM)

SCALE: 3/4" = 1'-0"15BRACE DETAIL (ANGLE THRU GIRT)

SCALE: 3/4" = 1'-0"16POST CHANNEL TO SLAB/GIRT

SCALE: 3/4" = 1'-0"17BRACE DETAIL (PIPE TO HSS COL.)

SCALE: 3/4" = 1'-0"18COL. TO COL. CONNECTION

SCALE: 3/4" = 1'-0"19COL. TO COL. CONNECTION

SCALE: 1" = 1'-0"20COL. TO COL. CONNECTION

METALDECK

JOISTGIRDER

STABILIZERPLATE

WF COLUMN

DO NOT WELD

INSULATEDMETAL PANEL

CONT. ANGLEOR BENT PLSEE PLAN

3/16SEE NOTE 19ON S0001, TYP.

GRID

PLANSEE

JOIST

3/4" CAPPLATE

3" MIN.

JOISTGIRDER

JOIST

STABILIZERPLATE

WF COLUMN

DO NOT WELD

3/4" CAPPLATE


GRID

METALDECK

JOISTGIRDER

1/2" 1/2"

3" MIN.

METALDECK

JOIST

JOIST GIRDER




GRID

PLANSEE

5/8"ø SAG ROD W/DBL NUTS EA. END

WF GIRT. SEE STRUCT. ELEVS.FOR SIZE AND ELEVATIONS

3/16 TYP. EA. END

L2 1/2x2 1/2x1/4 BRACING AT MID-SPAN(OR AS SHOWN ON JOIST SHOPDRAWINGS) OF JOIST GIRDER. TYP.ATTACH TO TOP TOP CHORD PANELPOINT OR AS DIRECTED ON JOIST SHOPDRAWINGS.

NOTE:REF. "TYP. DETAILS SHEET"FOR SAG ROD CONNECTIONDETAILS.

1"

2" MIN.

WF COLUMN


GRID

JOISTGIRDER

STABILIZERPLATE

DO NOT WELD

JOIST

3/4" CAPPLATE

METALDECK

WF BEAM

GRID

3/4" CAPPLATE

1' - 6"

8" 6"4"

3" MIN.

MIN. 1/2"GUSSET PLATE

1/4

ANGLE PERELEV. VIEW

WORK POINT

AISC DBLANGLE CONN.

BEAM

METALDECK

JOIST

WF BEAM




GRID

PLANSEE

5/8"ø SAG ROD W/DBL NUTS EA. END

WF GIRT. SEE STRUCT. ELEVS.FOR SIZE AND ELEVATION

3/16TYP. EA. END

L2 1/2x2 1/2x1/4 BRACING AT MID-SPAN(OR AS SHOWN ON JOIST SHOPDRAWINGS) OF JOIST GIRDER. TYP.ATTACH TO TOP TOP CHORD PANELPOINT OR AS DIRECTED ON JOIST SHOPDRAWINGS.

NOTE:REF. "TYP. DETAILS SHEET"FOR SAG ROD CONNECTIONDETAILS.

1"

2" MIN.

METALDECK

5/8" DIA. SAG RODSDBL. NUTS EA. END



3/16 2-18

GRID

PLANSEE

JOISTJOIST

1/8(TYP.)

WF GIRT SEE STRUCT. ELEVS.FOR SIZE AND ELEVATIONS

BRIDGING

2" MIN.

MT'L DECK

JOIST

DO NOT WELD (TYP.)

HSS COL.

JOIST GIRDER

3/4" CAP PLATE

1/2" 1/2"

3" MIN.

1"


STABILIZER PLATE (TYP.)

JOIST GIRDER

GRID

MT'L DECK

NOTE: JOIST GIRDER BOTTOM CHORDBRACE TO BE DESIGNED AND FURNISHEDBY THE JOIST GIRDER MANUFACTURER.

JOIST GIRDER BOTTOM CHORD UPLIFTBRACE AT MID-SPAN OF ALL JOISTGIRDERS AND AT ADDITIONAL LOCATIONSREQUIRED FOR UPLIFT PER JOIST SHOPDRAWINGS.

JOISTGIRDER

JOISTJOIST

1/8


GRID

1/4"1/4"

METALDECK

JOIST

HSS COL.

JOIST GIRDER

DO NOT WELD(TYP.)

STABILIZER PLATE

3/4" CAP PLATE

JOIST


GRID

WF COLUMN


GRID

JOISTGIRDER

STABILIZERPLATE

DO NOT WELD

JOIST

3/4" CAPPLATE

METALDECK

3/4" CAPPLATE

3" MIN.

JOISTGIRDER

1/2" 1/2"

PLANSEE


METALDECK

JOIST

JOIST GIRDER




GRID

PLANSEE


WF COLUMN

3/4" CAP PLATE

1"

METALDECK

JOIST

WF BEAM




GRID

PLANSEE


WF COLUMN

3/4" CAP PLATE

DO NOT WELD

STABLIZERPLATE

3" MIN.AISC STD. DBLANGLE CONN.

METALDECK

WF BEAM

JOIST GIRDER




GRID

PLANSEE


WF COLUMN

3/4" CAP PLATE

3/4" SEAT PLATE

1/2" STIFF PLATE

AISC STD DBLANGLE CONN.

1/4

WF GIRT AS APPLICABLE.SEE STRUCT. ELEVS. FORSIZE AND ELEVATION

CONT. ANGLE OR BENTPLATE PER PLAN

METALDECK

LH JOISTINSULATEDMETAL PANEL

WIND COL. PER PLAN

L6x4x3/8x0'-6" (LLV)w/ 3/4"ø A325 BOLTSHAND TIGHTEN NUTAND TACK WELD-PROVIDE 13/16"x0'-2"VERT. SLOTS IN CLIPANGLE.

CLR

.

1 1/

2"

2~L2 1/2x2 1/2x1/4 KICKERBRACING TO 2 ADJACENTJOISTS.- ATTACH TO JOISTTOP CHORD PANEL POINT.

3/16

SEE DETAIL ON "TYP DETAILS SHEET"FOR GIRT/COLUMN CONNECTION

3/16 2-18

GRID

LH JOIST

PLANSEE

3/16TYP. EA. END

METALDECK

GRID

WF BEAMWF BEAM

COLUMN PERPLAN

3/8" PLATEEA. SIDE

3" MIN.

1' - 6"1/4" 1/4"

3/4" CAP PLATE4-BOLT CONN.

3/8" STIFF.PLATE

METALDECK

LH JOIST

WF BEAM




GRID

PLANSEE

1"

METALDECK

LH JOIST

CONT. ANGLE

3/16


GRIDGRID

CONCRETETLT-UP PANEL

IMP LINERPANEL

METALDECK

JOISTJOIST

9"

3" JNT

2X PT

EM-8

3/16

BRIDGING

1/2"

4"

METALDECK

LH JOIST

3/16


GRIDGRID


IMP LINERPANEL

METALDECK

WF BEAMJOIST

9"

3" JNT

2X PT

EM-8

3/16

CONT. ANGLE


1/2" 4"

METALDECK

LH JOIST

3/16


GRIDGRID

METALDECK

WF BEAM

JOIST

9"

3/16 CONT.ANGLE


3" JNTMETALDECK

LH JOIST

3/16

GRIDGRID

CONCRETETILT-UP PANEL

IMP LINERPANEL

METALDECK

WF BEAM

WF BEAM

4" JNT

2X PT

CONT. ANGLE

2' - 6"

1' - 0"

JOISTEM-3

HSS COLUMN

3/4" CAPPLATE

AISC STD. DBLANGLE CONN.

8" 6"SUPPLY L1 1/2x1 1/2x1/4SUPPORT BRACKETS @4'-0" O.C. CONT. ANGLE

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

E, F

L. 3

2257

(904

) 260

-290

0W

WW

.STE

LLA

R.N

ET



3/4" = 1'-0"

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FRAMINGSECTIONS AND

DETAILS

PH

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S C

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STO

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FRE

SN

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RE

VD

ATE

BY

DE

SC

RIP

TIO

NA

10-2

3-17

MO

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SU

E

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






SCALE: 3/4" = 1'-0"8SECTION (GIRDER OVER INTERIOR HSS COL.)

SCALE: 3/4" = 1'-0"9SECTION (JOISTS OVER INTERIOR GIRDER)

SCALE: 3/4" = 1'-0"10SECTION (JOIST OVER INTERIOR HSS COL.)





SCALE: 3/4" = 1'-0"14SECTION (JOIST GIRDER ON WIND COLUMN @ IMP WALL)

SCALE: 3/4" = 1'-0"15SECTION (WF BEAM OVER COLUMN)






METALDECK

HSS COLUMN


WF COLUMN

3/16

GRIDGRID

SEE PLAN

1"SEE NOTE 19ON S0001, TYP.

JOIST GIRDER

METALDECK

3/4" SEATPLATE

1/2" STIFF.PLATE

6"

CONT. ANGLE

CONT. BENT PL


3/16 2-18SEE NOTE 19

ON S0001, TYP.

WF BEAM

JOIST GIRDER

MIN

.6"COL. TO COL.

CONNECTIONSEE 19/S5301

JOIST ORLH JOIST

3/4" CAPPLATE

METALDECK

WF COLUMN

MT'L. INS. PANEL

WF COLUMN

COL. TO COL.CONNECTIONSEE 19/S5301

3/16

3/4" CAP PLATE

GRIDGRID

SEE PLAN


JOIST

JOIST GIRDER

METALDECK

3/4" SEATPLATE

1/2" STIFF.PLATE

6"

MIN

.6"

CONT. ANGLE

CONT. BENT PL


3/16 2-18SEE NOTE 19

ON S0001, TYP.

WF BEAM

6"

COL. TO COL.CONNECTIONSEE X/S5301

MIN.3"

METALDECK

HSS COLUMN


WF COLUMN

GRID GRID

SEE PLAN

1"

JOIST GIRDER

METALDECK

CONT. ANGLE

CONT. BENT PL

3/4" CAPPLATE

JOIST

JOIST GIRDER

MIN

.6" COL. TO COL.

CONNECTIONSEE 19/S5301

JOIST

3/4" CAPPLATE


3/16SEE NOTE 19

ON S0001, TYP.


6"

METALDECK


WF COLUMN

GRID GRID

SEE PLAN

1"

JOIST GIRDER

METALDECK

3/4" SEATPLATE

1/2" STIFF.PLATE

6"

CONT. ANGLE

CONT. BENT PL


WF BEAM

JOIST GIRDER

JOIST ORLH JOIST

3/16SEE NOTE 19

ON S0001, TYP.


SEE PLAN

SEE PLAN SEE PLAN

1"

MT'L. DECK

JOIST

CONT. ANGLE(SEE PLAN)

JOIST GIRDER

INS. MT'L. PANEL


1"

STABILIZER PLATE

3/4" CAP PLATE

ERECTION BOLTS

HSS COL.

COL. TO COL. CONN.SEE 18/S5301

3/16 (TYP)

3/16 2 (TYP)

6"

PLAN

SEE

MT'L. DECK

JOIST


JOIST GIRDER

INS. MT'L. PANEL


1" 3/16 (TYP)

3/16 2 (TYP)

SEE PLAN

JOIST GIRDER

JOIST

JOIST GIRDER BOTTOM CHORDUPLIFTBRACE AT MID-SPAN OFALL JOISTGIRDERS AND ATADDITIONAL LOCATIONSREQUIRED FOR UPLIFT PERJOIST SHOP DRAWINGS.

NOTE:JOIST GIRDER BOTTOM CHORDBRACE TO BE DESIGNED ANDFURNISHED BY THE JOISTGIRDER MANUFACTURER.

METALDECK

3/16

GRID


WF BEAM

CONT. BENT PL

GRID

WF BEAM

PLANSEE

HSS COLUMN CONT. UP TOCONDENSER SUPPORT


2X PT

1/4

EM-3 @ 5'-0"O.C. MAX.

1"

PL 3/8x4x0'-8"@ 5'-0" O.C.

METALDECK

3/16

GRID

CONC.TILT-UPPANEL

WF BEAM

CONT. BENT PL

GRID

WF BEAM

PLANSEE

HSS COLUMN CONT.STUB UP TO 1'-6"ABOVE ROOF


2X PT

EM-3

T/PARAPET(SEE ARCH.)


EM-3@ 5'-0" O.C. MAX.(MIN. 3 PER PNL.)

METAL DECK

TILT-UP PANEL

JOIST

BRIDGING

L3x3x1/4x0'-3"w/ 1~3/4"øx4" MIN. EMBEDMENT USINGAPPROVED ADHESIVE FOR BRIDGINGCONNECTIONBRIDGING LOCATION AND CONNECTIONPER JOIST MANUFACTURER

3/16 4


EM-8

METALDECK

JOIST

TILT-UPPANEL

3/16


1/2" 4"

BEAM PER PLAN

TILT-UP PANEL

EM-10

METALDECK

1'-4" WIDE BEAM POCKET(FILL W/ GROUT WHEREREQD)

1/4 45"

3/8" STIFFPLATE E.S.

3/16

CONT. ANGLEPER PLAN

6"

JOIST PERPLAN

16" DEEP BONDBEAM w/ 2~#5CONT. T&B

8" CMU WALLPER PLAN

JOIST

ROOF DECK

2x PTPER ARCH.

CONT. ANGLEPER PLAN

BTM/DECKELEV. SEE PLAN

1/2"x7 1/2"x10"EMBED PLATEW/ 3~1/2"øx4 1/2"HEADED STUDS

3/16SEE NOTE 19/S0001,TYP.

3/16

JOIST

METALDECK


GRID

WF BEAM

HSS COLUMN


WF BEAM

JOIST JOISTJOIST


8" CMU WALLPER PLAN

ROOFDECK

BOND BEAMELEV. SEE PLAN

GRID

WF BEAM

WF BEAM

AISC STD.DBLANGLE CONN.

1/4 3 SIDES

BENT PL 3/8x8x0'-11" w/2-3/4" DIA.ANCHORS @ 8" GA. & 48" O.C.w/5" EMBED INTO CMU w/APPROVEDADHESIVE- FINGER TIGHTEN &DAMAGE THREADS

CONT. ANGLE 3/16 2-18

EM-13

MARK

EM-1

EM-2

EM-3

EM-4

EM-5

EM-6

EM-7

EM-8

EM-9

EM-10

EM-11

3/8"x6"x0'-6" PL W/ 2-1/2"øx0'-4" HD STUDS

SIZE

3/8"x8"x0'-8" PL131 W/ 2-3/4"øx0'-6" HD STUDS

1/2"x6"x0'-6" PL W/ 2-1/2"øx0'-4" HD STUDS

1/2"x8"x0'-8" PL W/ 4-1/2"øx0'-4" HD STUDS

1/2"x6"x0'-8" PL W/ 2-1/2"øx0'-4" HD STUDS

1/2"x6"x1'-0" PL W/ 3-1/2"øx0'-4" HD STUDS

1/2"x6"x1'-0" PL W/ 6-1/2"øx0'-4" HD STUDS

1/2"x6"x1'-0" PL W/ 6-3/4"øx0'-6" HD STUDS

L4x4x1/4x0'-8" W/ 2-1/2"øx18" D.B.A.

L5x5x3/8x1'-0" W/ 3-1/2"øx18" D.B.A.

L6x6x3/8x1'-0" W/ 3-1/2"øx18" D.B.A.

L4x4x1/4x1'-0" W/ 1-1/2"øx24" D.B.A.EM-15

1/2"x8"x1'-0" PL W/ 9-1/2"øx0'-6" HD STUDS

EM-16 L5x5x3/8x1'-4" W/ 3-1/2"øx18" D.B.A.

EM-17 1/2"x8"x1'-0" PL W/ 9-1/2"øx0'-4" HD STUDS

EM-18 L6x6x3/8x1'-6" W/ 3-1/2"øx18" D.B.A.

EM-19 3/8"x7 1/4"x1'-0" PL W/ 2-1/2"øx0'-8" HD STUDS

STRUCTURAL EMBED SCHEDULE


8" CMU WALLPER PLAN

JOIST

JOIST SEATL5x3x3/8x0'-9"w/3/8" STIFF. PL& 2-3/4" DIA.x5"EMBED ANCHORS

BOND BEAMELEV. SEE PLAN

GRID


WF BEAM

1/4 3 SIDES

BENT PL 3/8x8x0'-11" w/2-3/4" DIA.ANCHORS @ 8" GA. & 48" O.C.w/5" EMBED INTO CMU w/APPROVEDADHESIVE- FINGER TIGHTEN &DAMAGE THREADS

CONT.ANGLE 3/16 2-18ROOF

DECK

1 1/2" 6" 1 1/2"

2 1/

2"

9"

5"

JOIST SEAT DETAIL

L5x3x3/8x0'-9"

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

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CKS

ON

VILL

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As indicated

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FRAMINGSECTIONS AND

DETAILS

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SCALE: 3/4" = 1'-0"5JOIST GIRDER CONN DETAIL AT IMP WALL

SCALE: 3/4" = 1'-0"6JOIST GIRDER CONN DETAIL AT IMP WALL



SCALE: 3/4" = 1'-0"9DECK SUPPORT / BRIDGING DETAIL - PARAPIT


SCALE: 3/4" = 1'-0"11SECTION @ BEAM POCKET - PARAPET

SCALE: 1" = 1'-0"12JOIST CONN. AT CMU WALL


SCALE: 1" = 1'-0"14BEAM CONN. AT CMU WALL

SCALE: 1" = 1'-0"15JOIST CONN. AT CMU WALL

BEAM PER PLAN

TILT-UP PANEL

EM-12 (W12)EM-13 (W16)EM-14 (W 21

1" METALDECK

1/4

CONT. ANGLEPER PLAN

JOIST PERPLAN

CONCRETESLAB

4"

ERECTIONSEAT ANGLE

STD AISCCONNECTION

BEAM PER PLAN

HSS COLUMN

1" METALDECK

CONC. POURSTOP (4 SIDES)

JOIST PERPLAN

CONCRETESLAB

4"

BEAM PER PLAN

JOIST PERPLAN

GRID

STD. AISC DBLANGLE CONN.

1/2" SEAT PLw/1/2"x6" STIFF PL

L2 1/2x2 1/2x1/4DECK SUPPORT@ COLUMN, TYP.

BEAM PER PLAN

HSS COLUMN

1" METALDECK

SEE NOTE 19/S0001,TYP.

JOIST PERPLAN

CONCRETESLAB

JOIST PERPLAN

GRID


STABILIZERPLATE

DO NOTWELD

1/2" STIFFPLATE

3/4" SEATPLATE

CONCRETE POURSTOP (4 SIDES)

TILT-UP PANEL

1" METALDECK

JOIST PERPLAN

CONCRETESLAB

4"

BRIDGING

L3x3x1/4x0'-3"w/ 1~3/4"øx4" MIN. EMBEDMENT USINGAPPROVED ADHESIVE FOR BRIDGINGCONNECTIONBRIDGING LOCATION AND CONNECTIONPER JOIST MANUFACTURER

L3x3x1/4CONT.

3/16 4EM-3@ 5'-0" O.C. MAX.(MIN. 3 PER PNL.)

POUR STOPBY METALDECK MFG.

BEAM PER PLAN

HSS COLUMN

1" METALDECK

SEE NOTE 19/S0001,TYP. CONCRETE

SLAB

JOIST PERPLAN

GRID


STABILIZERPLATE

DO NOTWELD

1/2" STIFFPLATE

3/4" SEATPLATE

CONCRETE POURSTOP (4 SIDES)

BEAM PERPLAN

L4x4x1/4 CONT.

EM-6

JOISTTILT-UP PANEL

SEE NOTE 19 S0001,TYP.

3/16

1" METALDECK

CONCRETESLAB

4"

L4x4x3/8x8"w/3/8" STIFF PL

MET'L DECK

WWF

AISC STD. DBL.ANGLE BEAM/COL.CONNECTION (TYP.)

WF BEAMWF BEAM

L6x6x12GA. EDGEANGLE

WF BEAM

HSS COL.

3/16 (TYP)

GRID

CONT. LEDGER ANGLE(SEE PLAN)

CONC. SLAB MT'L. DECK

WF BEAMEMBED BY PRECAST MFG.

AISC STD. DBL.SHEAR CONNECTION

PRECAST. CONC. PANEL

GRID

JOIST

WF BEAM

JOIST

1/4" 1/4"

4"

SEE NOTE 19ON S0001, TYP.1" METAL

DECK

CONC. SLAB

MT'L DECK

JOIST

SEE NOTE 19ON S0001, TYP.1/4" 1/4"

JOIST

STEEL BEAMSEE PLAN

UPLIFT BRACE L3X3X1/4TYP @ THIRD POINTS

METALDECK

HSS COLUMN

3/4" CAP PLATEw/4-BOLT CONN.@USUAL GA.

WF BEAM

JOIST

SEE NOTE 19 ON S0001

3/8" STIFF PLEA. SIDE

1/4" 1/4"

GRID

METALDECK

HSS COLUMN

3/4" CAP PLATE

CURTAINWALL

WF BEAM

WF BEAM

CONT. ANGEL(SEE PLAN)

ASTM STD.DBL ANGLE CONN.

WALL SEEARCH DWG

PLANSEE

GRID

WF BEAM

METAL DECK

HSS COLUMN

3/4" CAP PLATE

WF BEAM

WF BEAM

CONT. ANGEL(SEE PLAN)

ASTM STD.DBL ANGLE CONN.

CANOPYSYSTEM

GRID

PLANSEE

1" METALDECK

HSS COLUMN

3/4" CAP PLATE

TILT-UPPANEL

WF BEAM

WF BEAM

CONT. BENTPLATE

ASTM STD.DBLANGLE CONN.

GRID


CONCRETEFLOOR

PLANSEE

3/16 2-18

4"

CMU PER PLAN

1/2"x4"xCONT.EMBED IN TOP OF TIE BEAMW/ 1/2"øx4" HEADED STUDS@ 18" O.C.

MT'L. DECKPER PLAN

CONC. SLAB

JOIST8"x16" MIN. BOND BEAMW/ 2~#5 CONT. BOT.

REINF. PER PLAN

8" CMU(SEE PLANS FOR REINFORCEMENT)

8"x16" BOND BEAM W/2-#5 TOP & BOT.

MT'L. DECKPER PLAN

CONC. SLAB

L5x3x1/4 CONT. (LLV) W/3/4"øX0'-5" MIN. EMBED. ANCHORS@ 16" O.C. DRILL & ANCHOR W/APPROVED ANCHORING SYSTEM.

JOIST

REINF. PER PLAN



MT'L. DECKPER PLAN

JOIST

CONC. SLAB

JOIST

1/2"x7 1/2"x0'-10" EMBEDW/ 3~1/2"x4" HEADED STUDS

CONTINUE BLOCK UP TOBTM/DECK BEYONDJOIST POCKET REINF. PER PLAN

3/16 2




MT'L. DECKPER PLAN

JOIST

CONC. SLAB

2"

CONT. L5x3x1/4 (LLV) w/ 3/8" STIFF. UNDER EACH JOIST w/3/4"ø ANCHORS EBEDDED 0'-5 1/2" WITH APPROVED ADHESIVE.1~ANCHOR SHALL BE PROVIDE 6" ON EITHER SIDE OF CL OFJOIST AND 1 ANCHOR SHALL BE PROVIDED BETWEEN JOISTS

REINF. PER PLAN3/16 2

3/16

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

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ON

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3/4" = 1'-0"

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STRUCTURALFRAMINGDETAILS

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SCALE: 3/4" = 1'-0"1SECTION - SECOND FLOOR FRAMING @ BEAM

SCALE: 3/4" = 1'-0"3SECTION 2ND FLOOR FRAMING @ COLUMN


SCALE: 3/4" = 1'-0"2SECTION - SECOND FLOOR FRAMING


SCALE: 3/4" = 1'-0"6SECTION - SECOND FLOOR FRAMING @ JOIST

SCALE: 3/4" = 1'-0"8SECTION - SECOND FLOOR FRAMING BEAM TO BEAM


SCALE: 3/4" = 1'-0"9SECTION - SECOND FLOOR FRAMING

SCALE: 3/4" = 1'-0"11SECTION (JOISTS OVER INTERIOR WF BEAM)



SCALE: 3/4" = 1'-0"13SECTION @ CANOPY

RE

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METALDECK

HSS COLUMN


WF COLUMN

3/16

GRIDGRID

5" 1' - 7"


JOIST GIRDER

METALDECK

CONT. ANGLE

CONT. BENT PL

3/16 2-18SEE NOTE 19

ON S0001, TYP.

JOIST

JOIST GIRDER


LH JOIST

3/4" CAPPLATE

3/4" CAPPLATE


GRID

6"

METALDECK

HSS COLUMN


WF COLUMN

3/16

GRIDGRID

SEE PLAN


JOIST GIRDER

METALDECK

CONT. ANGLE

CONT. BENT PL

3/16 2-18SEE NOTE 19

ON S0001, TYP.

JOIST

JOIST GIRDER


LH JOIST

3/4" CAPPLATE

3/4" CAPPLATE

COL. TO COL.CONNECTIONSEE X/S5301

6"


GRID

JOIST GIRDER

3/4" SEATPLATE

1/2" STIFF.PLATE



HSS COLUMN

WF BEAM

METAL DECK

WF BEAM12 GA. GALV.CHKD PLATE

EDGE OF PL1/2" CLR.

ROOF

PLANSEE


GRID

3/4" SEATPLATE

1/2" STIFF.PLATE



HSS COLUMN

WF BEAM

METAL DECK

WF BEAM

12 GA. GALV.CHKD PLATE

EDGE OF PL1/2" CLR.

ROOF

PLANSEE

JOIST

STABLILIZERPLATE

DO NOTWELD


GRID

JOIST


HSS COLUMN

WF BEAM

METAL DECK

WF BEAM

12 GA. GALV.CHKD PLATE

EDGE OF PL1/2" CLR.

ROOF

PLANSEE

BRIDGING

1/2" BASE PLATE4-BOLT CONN.

MET'L DECK

CONC. SLABELEV. +15'-2"

1/2"x7 1/2"x1'-8"w/6-1/2" DIA.x4"HEADED STUDS

L4x4x1/4 CONT. REINF. PER PLAN

PIPE 1 1/2 STD. GUARDRAIL w/ VERT.@ 4'-0" O.C. MAX (UNLESS NOTEDOTHERWISE ON DESIGN DRAWINGS)

ANGLE OR BENTPLATE AS REQ'D

1/4"x4" CONT.KICK PLATE

1/2"x4" WLEDEDSTUD @ 3'-0" O.C.

CUM WALL

JOIST

1/4"

4"

NOTE: SEE ARCH. DRAWING FOR GUARDRAIL.

8"x16" BONDBEAM w/2-#5TOP & BOT.

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

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ON

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3/4" = 1'-0"

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FRAMINGSECTIONS AND

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SCALE: 3/4" = 1'-0"6DECK TO CMU CONNECTION

PANEL WIDTH

PANEL OPENING

1" C

LR.

(TYP.)1 1/2" CLR.

SPT

SPECIAL REINFORCING

SPT

NORMAL CENTER REINF.PER TILT ELEVATIONS

SPT ~ INDICATES STRUCTURALPANEL THICKNESS w/o FACINGMATERIAL OR REVEALS

SPT ~ INDICATES STRUCTURALPANEL THICKNESS w/o FACINGMATERIAL OR REVEALS

COLUMN REINF.(SEE PANEL ELEVATIONS)

COLUMN TIES PER S3010AND

ADDED BARS(SEE "TYP REINF @ PANEL OPNG" DETAIL)

NORMAL VERT BARS NOTREQ'D IN COLUMN AREA

NORMAL HORIZ BARS CONT.THRU COLUMN REINF.

NORMAL CENTER REINF.PER TILT ELEVATIONS

NOTES:1. TIES, WHERE APPLICABLE, SHALL BE FABRICATED ACCURATELY

AND BASED ON THE FOLLOWING CLEAR COVER:a. FACE - 1"b. ENDS - 1 1/2"c. CENTER OF SPT - CENTER LINE OF VERT. REINF.

180 DEG. BEND

COLUMN REINF.(SEE PANEL ELEVATIONS)

COLUMN TIES PER S3010AND

EQ.

EQ.

/11 S5500

/11 S5500

REV

EAL

REV

EAL 2'

-0"

TYP.

3" 3"

PANELOPENING

1~#5x4'-0" EA. FACE(TYP. EA. CORNER)

2~#5 EA. FACE(TYP. ALL SIDES)

NOTE:DELETE VERT. BARS IF COLUMNREINFORCEMENT IS ADJACENT TOOPENING. (REF. 1/S5500)

2' - 0" WIRE SUPPORT CHAIR

2~#4x4'-0"

LIFTING INSERT

EXTERIOR FACE

3/8" 3/8"

CLINE JOINT

PANEL DIMENSION PANEL DIMENSION

3/4" CHAMFER-TYP.

3/4" PANEL JOINT

PANE

L DI

MEN

SIO

N

3/4" CHAMFER-TYP.

3/4" PANEL JOINT

EM-5 (TYP)

3/16 4

CL OF PANEL

PL 3/8"x8"x0'-8"

3/4" CHAMFER-TYP.

3/4" PANEL JOINT

EM-5 (TYP)

L5x5x3/8x0'-8"

3/16 4

PANE

L DI

MEN

SIO

N

PANEL DIMENSION

5 1/2"

5 1/

2"

3/4" PANEL JOINT

EM-5 (TYP)

L5x5x3/8x0'-8"

3/16 4

PANE

L DI

MEN

SIO

N

5 1/

2"

TILT-UP

CLINE OF JOIST & PLATE(SEE FRAMING PLAN FOR JOIST LOCATION)

CLINE OF PANEL JOINT

EM-8

1/4"x4"x0'-8" PLATE

DO NOT WELD3/16

JOIST POCKET

7"BR

G. S

EAT

1'-0"

3/4" CHAMFER-TYP

CONT. DRIP

EXTERIOR FACE

2" 1"

1"

T/CONCETE PANEL WALL

2x8 PRESSURE TREATEDW/ 1/2"øx4" EMBEDANCHOR ROD OR EXPANSION BOLTS@ 24" O.C. W/ COUNTERSUNK BOLT

PANELOPENING

1~#5x4'-0" EA. FACE(TYP. EA. CORNER)

2~#5 EA. FACE(TYP. ALL SIDES)

2' -

0"

3" 3"

END OF PANEL

2' - 0"

COL. REINF. WHEREREQUIRED PER S3010

TO M

IN. 2

4" A

BO

VE A

ND

BEL

OW

OPE

NIN

GC

OL.

TIE

S PE

R E

LEV.

VIE

W @

6" O

.C.

MIN

.2'

- 0"

MIN

.2'

- 0"

MAX

1' -

0"

COL. TIES @ MAX 12" O.C. REMAINDER (TYP.)

MAX

1' -

0"

PAN

EL O

PEN

ING

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

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RDG

JFM

S5500

TILT-UPDETAILS

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SCALE: 3/4" = 1'-0"1TYPICAL PANEL REINFORCEMENT LAYOUT

SCALE: 3/4" = 1'-0"2TYPICAL REINFORCEMENT AROUND OPENING

SCALE: 3" = 1'-0"3TYPICAL LIFTING CHAIR INSERT

SCALE: 1 1/2" = 1'-0"4TYPICAL PANEL JOINT

SCALE: 1 1/2" = 1'-0"5TYPICAL PANEL JOINT

SCALE: 1 1/2" = 1'-0"6TYPICAL CORNER BUTT JOINT (INTERIOR)

SCALE: 1 1/2" = 1'-0"7TYPICAL TEE BUTT JOINT

SCALE: 1 1/2" = 1'-0"8DOUBLE JOIST POCKET DETAIL @ PANEL JOINT

SCALE: 3" = 1'-0"10TYPICAL DRIP LEDGE

STRUCTURAL EMBED SCHEDULE

MARK SIZE

NOTE: PROVIDE NAIL HOLES TO ATTACH TO FORM WORK.

SCALE: 3" = 1'-0"9TOP PLATE CONNECTION DETAIL

SCALE: 1/2" = 1'-0"11TYPICAL REINFORCEMENT AROUND OPENING

w/ COLUMN REINFORCEMENT

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DECK ATTACHMENT NOTES:1. ATTACH DECK TO PERIMETER SUPPORTS WITH SAME FASTENER PATTERN AND TYPE SHOWN IN THE SCHEDULE FOR SUPPORTS BUT SPACING NOT MORE THAN 12".2. END LAPS SHALL BE A MINIMUM OF 3" AND SHALL OCCUR OVER SUPPORTS.3. SIDE LAPS BETWEEN STRUCTURAL SUPPORTS SHALL BE FASTENED WITH TEK SCREWS OF SIZE NOTED ON SCHEDUEL AS MANUFACTURED BY ITW BUILDEX.4. SUPPORTS SHALL BE MADE WITH HILTI PINS, X-HSN 24 (JOIST), X-ENP-19 (BEAM) OR APPROVED EQUAL.

ROOF DECK ATTACHMENT SCHEDULEDECK SUPPORT FASTENERS

TYPE B, 20 GA.

TYPE B, 20 GA

3' - 0"

36/4/2 PATTERN

ZONE

A

B

NO. OF WELDS @SUPPORTS SIDELAP FASTENERS NO. OF SIDELAPS

PER SPAN

HILTI PINS 4 #10 TEK SCREWS 2

HILTI PINS 4 #10 TEK SCREWS 4

3" M

IN. L

AP

PLAN

SECT

ION

STRUCTURALSUPPORT

SUPPORT FASTENER(TYP.)

SIDELAPFASTENER(TYP.)

MET

'L DE

CK

36/4/4 PATTERN

36/7/7 PATTERNTYPE B, 20 GA.C 7 #10 TEK SCREWS 7

TYPE B, 20 GA.D 7 #10 TEK SCREWS 9

HILTI PINS

HILTI PINS 36/7/9 PATTERN

3",22 GA.B1 4 #10 TEK SCREWS 4HILTI PINS

A

A


1.5

1.9

22

33

3.5

3.5

44

4.5 4.5

5 5

5.5 5.5

6 6

6.5

7 7

7.5 7.5

8 8

8.5 8.5

9 9

9.5 9.5

10 10

11 11

12 12

B.2 C.1 D.1 D.9 F.8 G.8 J.7 K.6 L.6 M.5 N.1

XC XH XJ

X3

X5

X8

U

1.3

X.1

XA XM

X12

WD

WF WK

WI

W1

W3

W9

W11

W12

XF

J.8 K.2B.10

C

A

A B

BB

AA

A

D D

D D

C

A.1

B

CB

B1

UPLIFT SCHEDULE

1

3

ZONE NET UPLIFT (PSF) ASD

2 18

4

5

6

14

18

12

16

16

A

A


1.5

1.9

22

33

3.53.5

44

4.5 4.5

5 5

5.5 5.5

6 6

6.5

7 7

7.5 7.5

8 8

8.5 8.5

9 9

9.5 9.5

10 10

11 11

12 12

B.2 C.1 D.1 D.9 F.8 G.8 J.7 K.6 L.6 M.5 N.1

XC XH XJ

X3

X5

X8

U

1.3

X.1

XA XM

X12

WD

WF WK

WI

W1

W3

W9

W11

W12

XF

J.8 K.2B.10

A.1

DRAWING NO.

SCALE:

CHECKED:

DRAWN:

JOB NO:

OPE

RAT

ING

AS

THE

STE

LLAR

GR

OU

P29

00 H

ARTL

EY R

OAD

, JA

CKS

ON

VILL

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As indicated

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ROOF DECKATTACHMENT

PLAN ANDJOIST UPLIFT

DIAGRAM

PH

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SCALE: 1" = 40'-0"1 DECK ATTACHMENT DIAGRAM N

SCALE: 1" = 40'-0"2 JOIST UPLIFT DIAGRAM N

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