2012 IBC CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS

Transcription

1 UIR RSRH ON \\asbs\ata\\projects\lsp\lspollab I\uzzsaw\_Struct Sync Folder\UIR Research One_Struct_0.rvt /0/0 ::0 PM 0000 GNRL. The structure reflected on the drawings is structurally sound in its completed condition only. The design of any and all temporary shoring and bracing prior to the completed condition shall be the contractor's responsibility. The Structural ngineer of Record (OR) shall not be responsible for the means, methods, techniques, sequences, procedures nor safety programs which are empolyed by the contractor to build the completed structure. ny deviations from the completed structure represented in the drawings must be submitted to the OR for approval in writing.. The ontractor shall verify all conditions including exsisting structures (above and below grade) and shall notify of the OR of any discrepancies. The ontractor shall perform all required field measurements.. The s and etails shown shall be considered to be typical for all similar conditions. The ontractor shall submit written Requests for Information for areas in question.. The ontractor shall submit shop drawings for each of the structural components shown on the drawings. Four copies of the shop drawings shall be submitted to the rchitect for distribution FOUNTIONS:. The ontractor shall notify the Structural ngineer of Record (OR) of any below grade structure which may affect the foundation performance.. Foundations shall bear on residual soils or engineered fill capable of supporting an allowable pressure of 000 psf for column footings. Soils shall be stable, and any expansive, compressible, or shifting material shall be removed to ensure a stable moisture content.. Slabs on grade are designed for a modulus of subgrade reaction of pci using a K = 0.. Refer to the project Geotechnical Report from unnelllammons ngineering, Inc. dated Sept., 0 for fill placement and compaction requirements required to obtain the above listed design parameters. 000 STINPL ONRT:. ll concrete work and materials shall be in accordance with I 00 and I 0.. Minimum Material Specifications: a. Portland ement: STM 0, Type b. Fly sh: STM, Type F (limit to 0% of cementitious content) c. Maximum water/cementitious material ratio: 0.. d. ourse ggregate: STM. Maximum ggregate size to be " (#). e. Water: Potable i. No water may be added at the site without consent of the engineer. f. Synthetic Micro fiber: Polypropylene microfiber such as Fiberstrand 00 by uclid hemical ompany applied at a rate of one pound per cubic yard. Mix for a minimum of three minutes at maximum mixing speed to ensure proper distribution. g. dmixtures: irentraining, waterreducing, plasticizing, retarding, and other admixtures will be reviewed for consideration by the contractor.. Reinforcing Material Specifications: a. Reinforcing ars: New billet bars; STM Grade 0; deformed. b. Steel Wire: STM, plain c. Welded Wire Fabric: STM Sheet stock only.. Related Material Specifications: a. Nonshrink grout for equipment foundations and column bases (as needed) at the Faraday uilding. i. STM 0. ii. ompressive strength of 000 psi at days. b. Nonshrink grout for precast panel and column baseplate grouting: i. STM 0. ii. ompressive strength of 000 psi at days. c. Waterstops: premolded, bentonite type waterstop with inch by / inch profile such as Volclay Waterstop RX by olloid nvironmental Technologies, Inc.. Foundations: a. Foundations shall have a day compressive strength of 000 psi.. Foundation Walls. a. Foundation walls shall have a day compressive strength of 000 psi and shall have an air entraining admixture. b. Walls and slab edges, where permanently exposed to view, shall be free of honeycombing and shall be rubbed with a mixture of sand and cement to provide a uniform appearance in color and texture.. Slabsongrade: a. Interior slabsongrade shall have a day compressive strength of 000 psi and shall be fiber reinforced. b. Interior slabs to receive a hard steel trowel finish with overall Ff = and FL=, and minimum local values of Ff = and Fl =. c. xterior slabs (under roof or floor) shall have air entraining admixture to provide % entrained air. hamfer all exposed slab edge corners (/ ). d. Slabs shall be wet cured for a period of seven days. Maintain moisture by ponding, fogging, or by overlaying with polyethylene coated burlap, wetting as needed. e. Vapor barrier under slab shall be a zero permeability barrier, sealing all seams as directed by the manufacturer. f. Provide sawcut control joints or construction joints at 0 (maximum) square pattern (see slab plan for other requirements). ut joints as soon as possible after finishing (within hours of placement). onstruction joints shall be formed by thickening the slab to within of the joint and installing a continuous key or ¾ dowels at o.c. Joint filler specification to be by owner or architect. g. Provide isolation joints at column boxouts, walls, and penetrations. h. Reinforce at all reentrant corners with no control joints with () # x 0 long centered on the corner, located in the top of the slab. Reinforce around all pipe or box penetrations greater than with () # in diamond pattern. i. Specification of exterior concrete paving or sidewalks is by the ivil ngineer. j. oncrete splatter on walls or adjacent slabs shall be removed.. Reinforcing Steel: a. ll detailing, fabrication, and placing shall be in accordance with I. b. Reinforcing steel shall be new billet bars conforming to STM, grade 0. c. Provide concrete cover for all concrete cast against earth.. PostInstalled nchors a. xpansion nchors to be Hilti Kwik olt, ITW Redhead Trubolt, or approved equal. Sleeve anchors to be Hilti HL Sleeve nchor or ITW Redhead ynabolt. b. poxy or chemical adhesive shall be Ramset pcon or ; Hilti HY 0; or Simpson ST poxyti. c. nchors labeled as LT anchors are to be hotdip galvanized anchors with cutting threads such as Ramset/Redhead LT; Simpson Titen H; or Powers Wedge. 00 STRUTURL STL:. esign, fabrication and erection of all structural steel shall be in accordance with the IS Manual of Steel onstruction, S, Thirteenth dition.. Minimum material specifications: a. WStructural Steel Shapes: STM b. Rolled Steel Floor Plates: STM ommercial Grade c. Steel Pipe: STM gr. d. Hollow Structural s: STM 00 gr. e. M, S,, M, HP Shapes: STM f. Plates: STM g. ngles: STM h. nchor Rods: STM F gr. i. olts: STM N j. Weld lectrodes: WS 0xx k. Shear onnectors STM 0, grades 0 through 00, headed stud type l. Nonshrink grout: STM 0, non metallic 000 psi. Product Submittals: a. Typical shop fabrication and field erection drawings. i. The field erection drawings should clearly state length and size of field welds of diagonal braces to gussets b. alculations for braced frames to include weld, gusset, and localized column and beam checks.. Provide mils FT of rust inhibitive primer after power tool cleaning. Provide coating for columns or any other steel below slab such as Sherwin Williams Tar Guard 0.. Field connections shall be bolted unless shown otherwise on the drawings. olted connections shall be made with N bolts. Snugtight connections shall be designed per the fabricator's engineer to resist half of the uniform load given in Table in the th dition of IS "Manual of Steel onstruction".. ny steel permanently exposed to view such as the canopy frames shall be considered SS. a. Piece Marks, erection aides, or similar components shall be removed. b. Steel shall be commercial blast cleaned prior to shop priming and one coat of shop paint at the direction of the architect.. PostInstalled nchors a. xpansion nchors to be Hilti Kwik olt, ITW Redhead Trubolt, or approved equal. Sleeve anchors to be Hilti HL Sleeve nchor or ITW Redhead ynabolt. b. poxy or chemical adhesive shall be Ramset pcon or ; Hilti HY 0; or Simpson ST poxyti.. The fabricator and erector shall include a minimum of. tons of field weldedmiscellaneous angles, etc. for deck support, openings, etc. which may be added during the course of the project. 00 STL JOISTS:. esign, fabrication and erection of all steel joists shall be in accordance with the Steel Joist Institute (SJI).. Use special joists at roof top units using the unit layout and weights shown on the structural drawings or on the mechanical drawings. dd unit weights to the K joist design values.. ridging is to be designed and installed per SJI requirements. nchor by welding to steel beam (per SJI).. Joists to be designed for a net uplift of psf at a perimeter band of 0 0 and psf elsewhere. Provide joist bridging as required and note on erection drawings.. Joists shall receive a shopcoat of rustinhibitive primer ( mil FT minimum).. o not weld bottom chord struts or girders or joist bottom chord extensions to stabilizer plates unless noted on the drawings.. Hang piping, lights, ceiling, etc. from joists only at panel points. ny point load greater than 00 pounds located between panel points must be accompanied by a chord strengthening detail per the joist shop drawings.. Joist vendor to coordinate sprinkler piping from sprinkler contractor s drawing. 000 STL K:. esign, fabrication and erection of all steel deck shall be in accordance with the Steel eck Institute. ll welds shall be made following WS. specifications by qualified welding operators.. eck Sheet Steel shall conform with STM and shall have FM Label attached.. eck Vendor shall supply closures, ridge plates, valley plates, sump pans, etc. necessary to provide a finished roof surface. eck Vendor shall supply pour stops, closures, and accessories required to provide a finished floor deck surface prior to placing concrete.. eck Sheet shall extend over a minimum of () spans of structural steel.. Roof deck shall be, /" deep, gage, type, painted, (I) minimum = 0. in/ft., ksi. s a minimum, deck attachment to supports supports shall be made with a / (" o.c.) pattern using /" puddle welds. s a minimum, install () #0 sidelap screws between all supports. nd laps of sheets shall be a minimum of and shall occur over supports.. Floor deck shall be ", 0 gage, factory primed steel deck. ttach to supports at " o.c. using /" puddle welds. Sidelap connections shall be () #0 screw placed between each support. 0 I HPTR STRUTURL TSTS N SPIL INSPTIONS The shall engage a special inspection coordinator. elow represents the inspections required for structural elements by hapter and additional testing needed to assist in Quality ssurance and shall be considered the project's Statement of Special Inspections. STTMNT OF SPIL INSPTIONS. 0 Special Inspections a. 0.. Report Requirements i. Special Inspection Reports shall be ed to the ontractor within one week of performing Tests and/or Inspections. ii. Nonconforming items shall be immediately brought to the attention of the contractor for correction. iii. If nonconforming items are not corrected, the items shall be brought to the attention of the building official and the esign Professional in Responsible harge prior to completion of that portion of the work and prior to that work being covered. iv. ll Inspection Reports shall be compiled by the ontractor and submitted to the esign Professional in Responsible harge. v. t the Project's completion, the Special Inspection's oordinator shall issue a final report documenting special inspections were performed per this Statement of Special Inspections and eficiencies were corrected. a. 0. Inspection of Fabricators i. Precast oncrete Fabricator shall provide quality control procedures to the special inspector or the fabricator must be certified by the National Precast oncrete ssociation. b. 0. Steel onstruction i. Welding. ) Review field welds to ensure welds conform with WS.. ) Visually inspect floor and roof deck welds. ) Test 0% of the field welded connections. ii. etails. ) Inspect anchor rods for all columns to ensure proper washer and nut installation. ) Inspect all horizontal and vertical rod bracing to ensure proper tension and nut/bolt installation. ) Inspect all purlin and girt bolted connections to ensure snug tight condition. iii. HighStrength bolts. ) Test 0% of high strength bolted connections. ) Obtain ertificate of ompliance for bolts, nuts, and washers for all types used. c. 0. oncrete onstruction i. The Testing gency shall inspect foundation reinforcing (size, spacing, and laps) for each set of foundations placed. ii. iii. Obtain mix designs, and ensure each concrete placement uses the approved mix design. The Testing agency shall field sample concrete. The following tests should be performed for each day s first load and each 00 cubic yards:. Weight of concrete, STM.. Slump, STM,. If required, ir content of freshly mixed concrete by pressure method, STM or volumetric method, STM.. oncrete temperature at placement time.. ir temperature and weather (windy, cloudy, etc) at placement time.. Strength determined in accordance with STM. iv. The Testing gency shall observed curing of slabs, noting weather, techniques, and time of sawcutting slab control joints. e. 0. Soils i. See geotechnical engineer s requirements for testing of fill and stone base. uilding ode 0 International uilding ode uilding Use usiness Risk ategory II Vertical Loads ead Loads at Roof Single Ply membrane and insulation psf Steel Framing psf ollateral psf ead Loads at Floor " oncrete Slab with eck 0 psf Steel Framing psf ollateral psf Live Loads at Roof Occupancy (Reducible of rea, Slope) Live Loads at Floor Offices orridors (first floor) orridors (above first floor) 0 psf 0 psf 00 psf 0 psf Snow Loads Ground Snow Load 0 psf Importance Factor.0 Rain on Snow Surcharge psf esign Snow Load (No surcharge).0 psf LTRL LOS Wind Loads Velocity (Ultimate Wind esign Speed) mph xposure nclosed uilding Internal Pressure oefficient +/0. omponents and ladding Wall Interior Zones (ht, areas, pressures) 0', 0 sf, psf, psf 0', 00 sf, psf, psf Wall orner Zones (' from exterior corners) 0', 0 sf, psf, psf 0', 00 sf, psf, psf Roof omponents Loads (' band) 0', 0 sf, psf (Zone ), psf (Zone), psf (Zone ) Seismic Loads Importance Factor. Ss, Short Term Spectral Response 0. S, second Spectral Response 0. Site lass (onfirmed) Response Modification oefficient (Steel Systems not specifically detailed for Seismic Reinforcing) Spectral Response, Sds 0. Spectral Response, Sd 0. esign ategory nalysis Type LF ISSU FOR FOUNTION PRMIT.. 0 WST NORTH STRT SUIT 00 GRNVILL, SOUTH ROLIN 0 TL...00 FX..0 MMRS OF TH MRIN INSTITUT OF RHITTS OPYRIGHT 0 LL RIGHTS RSRV PRINT OR LTRONI RWINGS N OUMNTTION MY NOT RPROU IN NY FORM WITHOUT WRITTN PRMISSION FROM LSP SSOITS LT. RVISIONS: PROJT: T: RWN Y: HK Y: rrowood & rrowood, P Pettigru Street Greenville, S 0.. (t).. (f) & PROJT #LSP No. escription ate LSP.0.0 WH J GNRL NOTS & SIGN RITRI S00..0

2 .. 0 ' ' /" ' /" ' ' ' ' ' ' ' /" ' /" ' ' " ONRT UR XTNING TO +' ' " ' " F (') ' " ' /" UIR RSRH ON \\asbs\ata\\projects\lsp\lspollab I\uzzsaw\_Struct Sync Folder\UIR Research One_Struct_0.rvt /0/0 :: PM... F (') F (') PIR (T/PIR = ') (/S0) F (') F (') F (') F (') F (') F (') F (') F (') VF F (') PIR (T/PIR = ') (/S0) 0 F (') F (')..... ' " ' " 0' ' " ' " ' " ' " ' " ' ' " 0' VF S 0' THIK FOUNTION T/FOUNTION = (') RINFOR WITH " O.. H WY, TOP N OTTOM " THIK, 000 psi ONRT N ROUN PRIMTR Lxx/ w/ /x" H " O.. (LL H..G.) T ROLLUP OORS. F (') F (') F (') PRST WINSOT. ", 000 PSI ONRT SL ON ZRO PRMILITY VPOR RRIR ON " WSH STON. RINFOR WITH WWFxW.xW. VF F (') F0 (') '" THIK LVTOR MT FOUNTION RINFOR WITH # T " W; T&. " RINFOR LVTOR PIT WLLS. T/MT = ' ", 000 PSI ONRT SL ON ZRO PRMILITY VPOR RRIR ON " 0' WSH STON. RINFOR WITH 0' WWFxW.xW. PIR (T/PIR = ') (/S0) ' SQUR Y ' P SUMP LVTOR SHFT HSSxx/ SPRR R ' " LVTOR OORS F (') PIR (T/PIR = ') F (') THIKN SL G T STORFRONT VF F (') F (') MIL VPOR RRIR ON " WSH STON S (T/S = 0'") F0 (') F0 ('). F0 (') ' WI N OF ONRT ' ' " ' /" ' /" ' ' ' ' ' ' ' /" ' /" ' ' ". THIKN SL UNR STIR STRINGR RING TO FOR ' WITH (TYPIL) ' " Lxx/ w/ /x" H " O.. (LL H..G.) T ROLLUP OORS. PRST WINSOT ' ' F (') S THIK FOUNTION T/FOUNTION = (') RINFOR WITH #@ " O.. H WY, TOP N OTTOM PIR (T/PIR = ')(/S0) F (') F (') PRST WINSOT F (') F (') PIR (T/PIR = ') (/S0).J..J..J..J..J..J..J..J..J..J..J..J..J..J..J..J..J..J..J..J..J..J..J..J..J...J..J..J..J.. " " " FOUNTION / SL PLN S0.. /" = ' " " " " ONTROL JOINTS TO "" O.. +/ IN PRIMTR ONRT N (TYPIL) 0 /" OORINTION " ) ROOF RIN LRS ) LVTOR UT SHTS ' " ) STORFRONT / PRST SILL.J. ) ROP FOOTINGS FOR QUIPMNT ) TRUK OK N WLL.J..J..J. HSSxx/ WIN POST HOL ' ' F (') POUR UR ROUN OLUMN, PLING VOI FORM OR OTHR ISOLTION MTRIL ROUN OLUMN TO RT /" OPN SP TWN OLUMN N ONRT. VF VF.J. VF ' /" ONFIRM WITH LVTOR ' " UT SHTS THIK FOUNTION T/FOUNTION = (') RINFOR WITH " O.. H WY, TOP N OTTOM PIR (T/PIR = ') (/S0) ONRT UR.J..J..J..J..J..J..J..J..J..J..J. LGN 0' /" ' VF X = OLUMN TYP "X". S SHUL FX(XX") = S F (') PIR (T/PIR = ') TOP OF SL RFRN LVTION ' /" ' ' " FOOTING TYP "X" WITH RFRNING TOP OF ST FLOOR LVTION = FOOTING LVTION STP. S / VF = VRTIL R FRM, S S0.J. = /" SWUT ONTROL JOINT ' " ' " ' /".J. O.H. F (') ", 000 PSI POLISH ONRT WITH WWFxW.xW. ' ' /" ' " = 0' = 0.' MSL ' ' /" ' /" F (') ' ' THIK FOUNTION T/FOUNTION = (') RINFOR WITH " O.. H WY, TOP N OTTOM F (') F (') XISITING RTINING WLL F (') F (') VF " THIK, 000 psi ONRT N ROUN PRIMTR.J..J..J..J..J..J..J..J..J..J..J..J. OLUMN SHUL TYP 0 NOTS: SIZ W0x W0x W0x W0x0 Wx Wx Wx HSSxx/ Wx Wx. S S0 FOR NHOR RO TILS TYP F F (') 0 ' " F (') ' " " ' ' F (') " " " ' " F (') F (') F (') ' /" ' " FOUNTION SHUL WITH x LNGTH THIK. " ' /" ' " F (') RINFORING ' x ONTINUOUS " () # ONT.w/#@" SW * F ' x ' " () # H WY; TOP & OTTOM F ' x ' " () # H WY; TOP & OTTOM F ' x ' " () # H WY; TOP & OTTOM F ' x ONTINUOUS " "H WY; TOP & OTTOM F ' x ' " () # H WY; TOP & OTTOM F0 0' x 0' " () # H WY; TOP & OTTOM F ' x ' () # H WY; TOP & OTTOM F0 ' x 0' " () # H WY; TOP & OTTOM F ' x ' " () # H WY; TOP & OTTOM F ' x ' () # H WY; TOP & OTTOM 0 ' x 0 " () # H WY; TOP & OTTOM ' x ' () # H WY; TOP & OTTOM ' " ' /" ' ' " ' " ' 0 /" ' /" ' " '' '. ISSU FOR FOUNTION PRMIT.. 0 WST NORTH STRT SUIT 00 GRNVILL, SOUTH ROLIN 0 TL...00 FX..0 MMRS OF TH MRIN INSTITUT OF RHITTS OPYRIGHT 0 LL RIGHTS RSRV PRINT OR LTRONI RWINGS N OUMNTTION MY NOT RPROU IN NY FORM WITHOUT WRITTN PRMISSION FROM LSP SSOITS LT. RVISIONS: PROJT: T: rrowood & rrowood, P Pettigru Street Greenville, S 0.. (t).. (f) & PROJT #LSP RWN Y: HK Y: No. escription ate Issue for LSP.0.0 P/W RROWOO FOUNTION/SL PLN S0..0

3 .. 0 ' ' ' ' ' ' ' ' 0' ' ' " ' " ' " ' " ' " \\asbs\ata\\projects\lsp\lspollab I\uzzsaw\_Struct Sync Folder\UIR Research One_Struct_0.rvt /0/0 :: PM. WX. S0. WX () WX () W0X(POST) Wx ' " ' /" ' " S0 WX S0 WX WX () c=/" WX () c=/" W0X () c=/" WX () c=/" W0X(POST) WX (0) WX (0) WX WX (0) () c=/" WX () c=/" WX () c=/" WX () c=/" WX0 () WX () c=/". WX WX.... HSSxx/ HSSxx/ VF OLUMN LOW.. ' " S0 S0 ' /" ' " ' ' ' ' S0 ' " ' " ' /" OS NTILVR W0 OVR OLUMN S0 HSS0xx/ NTR FROM OLUMN. HSSxx/ KIKR TO SUPPORT G NGL. ' ' ' ' ' " HSS0xx/ NTR FROM OLUMN. HSSxx/ KIKR TO SUPPORT G NGL. SON FLOOR FRMING PLN S0 /" = ' NOTS S0 () /" FULL PTH STIFFNRS IN W0 W OVR OLUMN (NS,FS) N T POST RING (NS, FS) ' /" OS WX () c= /" S0 (LOW). S0 WX () c= /" ' " WX () c= /" WX () c= /" WX () WX (0) WX WX0 () WX () c= /" VF WX () c= /" WX () c=/" WX () WX () WX () () WX () WX (0) WX (0) WX () WX () WX () WX () c= /" ONRT FILL, STL PN STIRS Y MIS. MTLS FRITOR WX () c= /" WX WX () WX () WX () WX () omposite eam nd Reaction Schedule S0 VF VF WX () c= /" WX () c= /" WX (0) WX () c= /" WX () WX () c= /" VF WX () SHFT WX HOL TILING ROUN STIR, LVTOR, N MHNIL SHFTS. WX () c= /" WX () VF WX () VF WX () c= /" ' " HSSXX/ WX () LVTOR HSSxx/ SPRR M WX WX () WX () c= /" WX HSSXX/ WX (0) ' " W0X WX () c= /" WX0 () W0X WX () WX () WX () () WX () c= /" WX (0) WX WX () c= /" WX () VF ONRT FILL, STL PN STIRS Y MIS. MTLS FRITOR WX (0) WX () c= /" WX (0) WX (0) WX () WX () WX WX () c= /" WX () c= /" () c=/" WX (0) c=" W0x POST FROM W WX (0) WX () c= /" OLUMN LOW S0 Wx ' /" WX WX () WX (0) WX () c= /" () VF 0 c=" WX () WX () WX () c=" W0x POST FROM W NTILVR W OVR OLUMN. () /" FULL PTH STIFFNRS IN W W OVR OLUMN (NS,FS) N T POST RING (NS, FS) S0 S0 WX WX WX WX S0 S0 WX /" OS WX HSSXX/ WX () c=" ' " OS WX c=/" TOP OF SL LVTION = ' OTTOM OF K LVTION = '" FLOOR SL TO " (000 PSI) ONRT WITH WWF xw.xw. WITH "x0 GG GLVNIZ (G0) OMPOSIT STL K.. FLOOR SL TO " (000 PSI) ONRT WITH WWF xw.xw. WITH eam nd Shear LGN.. "x0/0 G GLVNIZ (G0) OMPOSIT STL K. lass Reaction Notes PRIING NOTS W kips = MR IN M (X) = X NUMR OF /"x" H STUS. S S0 ) LVTOR STL SSUM HSSxx/ LVTOR GUIRIL RKT SUPPORT POSTS, () TOTL. SSUM FIL W 0 kips WL PLT "xx'" FOR ONNTION OF RKT TO ' O.. LSO SSUM Wx HOIST MS. W kips = MOMNT ONNTION. S /S0 W W W W0 kips 0 kips kips 0 kips. Fabricator to design beam shear connections for the minimum reaction listed above. VF = VRTIL R FRM. S S0 XX kft = N MOMNT FOR MOMNT ONNTION SIGNS = /"x GG, TYP STL K ' /" ' ' ' ' ' /" 0 S0 WX () c=" W0X POST WX (T/M = '") OLUMN LOW OLUMN LOW OLUMN LOW WX WX WX WX0 ' " ' " S0 ' " ' " WX WX WX MOMNT ONT WX MOMNT ONNT W S0 MOMNT ONT WX MOMNT ONT WX ) GS TYPIL SL G TO NT PLT / w/ /"x" " O.. PROVI L ' O.. FOR NT PLT SUPPORT. OORINTION ) OPNING IN MS FOR ONUIT ROUTING ' " ' ' ' ' ' ' '' ' T/M = '" M TO LOW NTILVR W. M TO TTH TO TH W N TH NTILVR N OF TH W. MOMNT ONNT W (T/W = '") W FILLR M OV.. ISSU FOR FOUNTION PRMIT.. UIR RSRH ON 0 WST NORTH STRT SUIT 00 GRNVILL, SOUTH ROLIN 0 TL...00 FX..0 MMRS OF TH MRIN INSTITUT OF RHITTS OPYRIGHT 0 LL RIGHTS RSRV PRINT OR LTRONI RWINGS N OUMNTTION MY NOT RPROU IN NY FORM WITHOUT WRITTN PRMISSION FROM LSP SSOITS LT. RVISIONS: PROJT: T: RWN Y: HK Y: rrowood & rrowood, P Pettigru Street Greenville, S 0.. (t).. (f) & PROJT #LSP No. escription ate LSP.0.0 P/W RROWOO SON FLOOR FRMING PLN S0..0

4 .. 0 ' " ' " ' " WX () c=/" WX () c=/" WX () c=/" WX () c=/" WX () c=/" WX () c=/" WX WX0 () WX () c=/" S0 WX () ' " ' " ' " ' " MOMNT ONNT W '' ' WX. WX WX () WX () WX () WX () c=/" WX () c=/" WX () WX () WX () WX () WX () WX () WX () WX (0) WX (0) WX (0) WX (0) WX (0) WX (0) () WX (0) WX (0) WX (0) WX (0) WX (0) WX (0) WX (0) WX (0) WX (0) WX (0) WX (0) WX (0) WX (0) WX0 () WX () WX () WX () WX0 () WX () WX () WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c= /" WX () c=" WX () W0X W0X.. SHFT LVTOR VF VF WX (0) WX () c=/" WX () WX c=" (T/M = ' ") VF ONRT FILL, STL PN STIRS Y MIS. MTLS FRITOR ONRT FILL, STL PN STIRS Y MIS. MTLS FRITOR WX WX WX0 WX WX S0 WX0 WX0 WX0 WX0 WX T/M = 0'" M TO LOW NTILVR W. M TO TTH TO TH W N TH NTILVR N OF TH W.. WX (0) WX (0) c=" WX (0) c=" 0 TOP OF SL LVTION = ' OTTOM OF K LVTION = '" FLOOR SL TO " (000 PSI) ONRT WITH WWF xw.xw. WITH "x0 GG GLVNIZ (G0) OMPOSIT STL K... WX VF WX () WX HSSxx/ SPRR M MOMNT ONNT WX MOMNT ONNT W (T/W = 0'") VF WX WX HSSXX/ S0 STION UT PPLIS FROM OLUMN LIN TO '" ST OF OLUMN LIN.. S0 Wx S0 WX WX HSSxx/ N S0 VF VF S0 ' " ' " ' " VF VF.... WX WX () WX () WX () WX () ' " S0 MOMNT ONNT WX HSSXX/ WX ' /" WX0 S0 S0 ' " S0 WX S0 S0 HOL TILING ROUN STIR, LVTOR, N MHNIL SHFTS. ' " ' ' ' ' ' ' " ' " ' " ' ' " ' " ' " WX W FILLR M OV S0 S0 ' " NOTS. FLOOR SL TO " (000 PSI) ONRT WITH WWF xw.xw. WITH "x0/0 G GLVNIZ (G0) OMPOSIT STL K. omposite eam nd Reaction Schedule eam lass W nd Shear Reaction kips W 0 kips W kips W kips W 0 kips W kips W0 0 kips Notes LGN = MR IN M (X) = X NUMR OF /"x" H STUS. S S0 = MOMNT ONNTION. S /S0 VF = VRTIL R FRM. S S0 XX kft = N MOMNT FOR MOMNT ONNTION SIGNS = /"x GG, TYP STL K. Fabricator to design beam shear connections for the minimum reaction listed above. MMRS OF TH MRIN INSTITUT OF RHITTS RVISIONS: PROJT: T: UIR RSRH ON 0 WST NORTH STRT SUIT 00 GRNVILL, SOUTH ROLIN 0 TL...00 FX..0 OPYRIGHT 0 LL RIGHTS RSRV PRINT OR LTRONI RWINGS N OUMNTTION MY NOT RPROU IN NY FORM WITHOUT WRITTN PRMISSION FROM LSP SSOITS LT. RWN Y: HK Y: rrowood & rrowood, P Pettigru Street Greenville, S 0.. (t).. (f) & PROJT #LSP LSP.0.0 P/W RROWOO THIR FLOOR FRMING PLN S0..0 \\asbs\ata\\projects\lsp\lspollab I\uzzsaw\_Struct Sync Folder\UIR Research One_Struct_0.rvt /0/0 :: PM ISSU FOR FOUNTION PRMIT.. THIR FLOOR FRMING PLN S0 /" = ' PRIING NOTS ) LVTOR STL SSUM HSSxx/ LVTOR GUIRIL RKT SUPPORT POSTS, () TOTL. SSUM FIL WL PLT "xx'" FOR ONNTION OF RKT TO ' O.. LSO SSUM Wx HOIST MS. No. escription ate

5 .. 0 ' /" ' /" ' /". HSSxx/ WHR SHOWN HSSxx/ NTILVR OFF OLUMN WX WX WX WX WX WX WX WX WX (0) WX ().. VF WX c=/" WX c=/" WX c=/" WX c=/" WX c=/" WX WX HSSXX/ WX0 ('") WX WX WX ONRT FILL, STL PN STIRS Y MIS. MTLS FRITOR WX () WX () WX (0) WX () c= /" WX () c= /" WX () c= /" WX () c=" WX () c=" HNGR N KIKR FOR SUPPORT OF HSS MOMNT ONNT WX WX0 (0) HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/ HSSxx/. WX WX WX WX WX (0) WX (0). ' S0 ' /" Wx ' S0 S0 S0 HSSxx/ WX c=" ' O.. (TYPIL) WX WX (0) WX WX HSSxx/ WX c=" WX WX WX WX S0 HSSxx/ WX c= /" WX WX WX WX HSSxx/ WX c= /" WX WX WX WX ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' /" ' ' ' ' VF VF ' " ROOF K WX c=" FLOOR K WX WX WX WX HSSxx/ WX c=" ' /" ' /" S0 WX WX WX HSSxx/ S0 ' /" S0 ' " ' " ' S0 '' ' HSSxx/ FROM OLUMN LIN TO ST XTNTS S0 UIR RSRH ON rrowood & rrowood, P Pettigru Street Greenville, S 0.. (t).. (f) & PROJT #LSP WX WX WX () WX () WX () WX () \\asbs\ata\\projects\lsp\lspollab I\uzzsaw\_Struct Sync Folder\UIR Research One_Struct_0.rvt /0/0 :: PM.. ROOF K FLOOR K WX WX WX WX... ' ' ' ' ' ' ' S0 FOURTH FLOOR FRMING PLN S0 NOTS /" = ' K SUPPORT NGL IN W LONG OLUMN LIN. FLOOR SL TO " (000 PSI) ONRT WITH WWF xw.xw. WITH "x0/0 G GLVNIZ (G0) OMPOSIT STL K. ' " S0 ' /" ' /" LOW W0X WX c= /" WX WX ' /". WX0 WX W0X W0X W0X W0X W0X W0X W0X WX S0 ' " WX WX WX (0) WX c=" S0 HSSxx/ WX (0) WX (0) WX () WX WX WX WX WX VF WX c=" (0) HSSxx/ WX (0) WX (0) ONRT FILL, STL PN STIRS Y MIS. MTLS FRITOR WX (0) WX c= /" WX (0) WX (0) WX (0) WX c= /" SHFT WX () WX () WX0 () WX WX WX WX WX omposite eam nd Reaction Schedule eam lass W W W W W W W0 nd Shear Reaction kips 0 kips kips kips 0 kips kips 0 kips WX Notes. Fabricator to design beam shear connections for the minimum reaction listed above. HSSXX/ S0 VF WX LGN (X) HSSxx/ HOL TILING WX ROUN STIR, WX WX WX WX S0 VF WX WX LVTOR, N MHNIL SHFTS. HSSxx/ = MR IN M = X NUMR OF /"x" H STUS. S S0 = MOMNT ONNTION. S /S0 VF = VRTIL R FRM. S S0 WX WX WX WX WX WX (0) VF WX XX kft = N MOMNT FOR MOMNT ONNTION SIGNS = /"x GG, TYP STL K WX LVTOR HSSxx/ SPRR M WX (0) WX c=" WX WX " WX (0) HSSxx/ HSSXX/ ' " (0) WX WX WX WX WX (0) ' " WX () WX (0) WX c=" PRIING NOTS VF HSSxx/ WX (0) S0 WX (0) WX (0) WX () WX (0) WX WX WX WX WX (0) HNG IN K IRTION WX c=" HSSxx/ WX (0) WX () c= /" S0 WX (0) WX () c= /" VF WX (0) 0 () WX () c= /" WX () c=" S0 S0 WX () c=" ' /" ' " MOMNT ONNT WX MOMNT ONNT WX K SUPPORT NGL IN W LONG OLUMN LIN MOMNT ONNT WX ' " TOP OF SL LVTION = ' OTTOM OF K LVTION = '" TOP OF MS = '" U.N.O. FLOOR SL TO " (000 PSI) ONRT WITH WWF xw.xw. WITH "x0 GG GLVNIZ (G0) OMPOSIT STL K. ) LVTOR STL SSUM HSSxx/ LVTOR GUIRIL RKT SUPPORT POSTS, () TOTL. SSUM FIL WL PLT "xx'" FOR ONNTION OF RKT TO ' O.. LSO SSUM Wx HOIST MS. ) GS TYPIL SL G TO NT PLT / w/ /"x" " O.. PROVI L ' O.. FOR NT PLT SUPPORT. oordinate openings in beams for utilities... ' ' ' ' ' ' ' " S0. ISSU FOR FOUNTION PRMIT.. 0 WST NORTH STRT SUIT 00 GRNVILL, SOUTH ROLIN 0 TL...00 FX..0 MMRS OF TH MRIN INSTITUT OF RHITTS OPYRIGHT 0 LL RIGHTS RSRV PRINT OR LTRONI RWINGS N OUMNTTION MY NOT RPROU IN NY FORM WITHOUT WRITTN PRMISSION FROM LSP SSOITS LT. RVISIONS: No. escription ate PROJT: T: RWN Y: HK Y: LSP.0.0 P/W RROWOO FOURTH FLOOR FRMING PLN S0..0

6 .... WX ' /".O.. = ' /" WX0 WX0 WX0 VF WX VF WX0 WX0.. HSS0xx/ N WX0 HSS0xx/ N HSSx NTILVRING OFF OF OLUMNS FOR ' OVRHNG (TYPIL) MS TPR TO. (TYPIL) () WX0 () WX0 () WX WX0 HSSXX/ WX0 HSSXX/ K K K K WX WX WX WX ' HSSXX/ ' " ' " ' " HSSXX/.O.. = 0'" WX K K K K K K K K K K K K K K K K WX WX ' /" K K K K K K K K K K K K K K K K K K K K K K K K K K K ('", ') K K K K.O.. = 0'".O.. = ' /" HSSXX/ HSSXX/ HSSXX/ HSSXX/.O.. = ' /".O.. = ' /".O.. = 0'" W0X HOIST M ('") ('", ').. ' " ' 0 /" " P JOIST. XTNSIONS (TYPIL). S0 VF VF WX.O.. = 0'" ' /" ' " ' " ' " ' /" ' 0 /" ' 0 /" ' " '' () WX0 () WX0 () WX WX WX0 VF WX WX VF VF M TO NTILVR ROSS TOP OF OLUMN T/M = ' T/OLUMN = '" HSSXX/ HSSXX/ HSSXX/ HSSXX/ HSSXX/ HSSXX/ HSSXX/ HSSXX/ " P JOIST XTNSIONS (TYPIL) S0 ' " ' /" T/OLUMN = ' ' " ' ' " ' " ' " ' 0 /" ' 0 /" ' " WX ' ".0 MS TPR TO. (TYPIL) ' /" WX.00 WX HSSXX/ WX WX WX WX WX WX WX WX HSSXX/ WX WX WX (HI) ' " ' " ' " ' " ' " ' /" ' " ' " ' " ' " ' /" ' /" WX ' /" ' /" (HI) ' /" WX WX WX HSSXX/ WX WX WX WX WX HSSXX/ WX WX WX WX WX ' /" ' /" ' " ' " ' ' /" ' " ' " ' " ' " 0' /" ' " ' " ' " ' " ' /" ' /" ' /" ' /" ' /" ' " HSS0XX/ HSS0XX/ HSS0XX/ HSS0XX/ HSS0XX/ HSS0XX/.O.. = 0'" WX.O.. = 0'" WX WX ' /" ' " ' " ' " ' " ' " ' WX ' /" ' 0' " ' ' " T/M = '... LGN = MR IN M = MOMNT ONNTION. S /S0 VF = VRTIL R FRM. S S0 FRMING NOTS. K TO /"xgg, TYP STL ROOF K. 0 WST NORTH STRT SUIT 00 GRNVILL, SOUTH ROLIN 0 TL...00 FX..0 MMRS OF TH MRIN INSTITUT OF RHITTS OPYRIGHT 0 LL RIGHTS RSRV PRINT OR LTRONI RWINGS N OUMNTTION MY NOT RPROU IN NY FORM WITHOUT WRITTN PRMISSION FROM LSP SSOITS LT. ISSU FOR FOUNTION PRMIT.. ROOF FRMING PLN S0 /" = ' PRIING NOTS ) SSUM () L FRMS FOR XHUST & OTHR PNTRTIONS. RVISIONS: PROJT: T: UIR RSRH ON RWN Y: HK Y: rrowood & rrowood, P Pettigru Street Greenville, S 0.. (t).. (f) & PROJT #LSP No. escription ate LSP.0.0 P/W RROWOO ROOF FRMING PLN S0..0 \\asbs\ata\\projects\lsp\lspollab I\uzzsaw\_Struct Sync Folder\UIR Research One_Struct_0.rvt /0/0 :: PM

7 0' OLUMN FILL ISOLTION /" ISOLTION JOINT ' PRST WINSOT PNL 0' " O.. w/ " HORIZONTL LG. () #xont. S PLN FOR SL INFO. VPOR RRIR ' " LR. 0' " O.. w/ HORIZONTL LG. () #xont. S PLN FOR SL INFO. " LR. x KY S S0 FOR SPLT N NHOR RO TILS " MIN " MIN " " ' " VPOR RRIR S FOOTING SHUL FOR RINFORING TILS VPOR RRIR x KY " STON S ONNTION Y PRST SUPPLIR " STON S x KY " O.. ' " STON S VPOR RRIR ' " ' " " STON S UIR RSRH ON S FOOTING SHUL THIKNSS PR SHUL THIKNSS PR SHUL ' WITH PR SHUL WITH PR SHUL S FOOTING SHUL Precast Panel Thickened dge Slab Turn own Slab LVTOR PIT WLLS TO TI INTO PIR. T/LVTOR WLL = ' ' " rrowood & rrowood, P Pettigru Street Greenville, S 0.. (t).. (f) " LR. " LG ' " # LOS " (0) # & PROJT #LSP FINISH FLOOR LV. 0' FUTUR ISOLTION POKT. FILL w/onrt FTR SL JOINTS R UT FUTUR SL L OLUMN & FOOTING NHOR ROS, S TILS ON S0 XPNSION JOINT MTRIL (TYP.) S RH. RWINGS FOR WTRPROOFING " ' SQUR x ' P SUMP PIT " ' (ONFIRM PTH WITH LVTOR UT SHTS) x KY " ' x KY w/ PRMOL TYP WTRSTOP " " MIN. " S RH. RWINGS FOR WTRPROOFING FINISH FLOOR LV. 0' ' ' " OLUMN & FOOTING " OVR ISOLTION POKT ROUN OLUMN /" ISOLTION JOINT MTRIL (TYP.). 0 WST NORTH STRT SUIT 00 GRNVILL, SOUTH ROLIN 0 TL...00 FX..0 LV. (S PLN) ' ONRT OLUMN FOOTING, S PLN & SHUL FOR SIZ & RINFORING ' " TOP OF PIR LV. (') \\asbs\ata\\projects\lsp\lspollab I\uzzsaw\_Struct Sync Folder\UIR Research One_Struct_0.rvt /0/0 :: PM " LR. " LR. Interior olumn Footing urb OORINT WITH RH. RWINGS " OVR /" HMFR ' () # (H F) " O.. (H F) LVTOR PIT STION " ZR SIZ TO MTH LONGITUINL RINFORING IN FOOTING Step Footing etail ' " o.c. ( ' MX. ) S PLN & FOOTING SHUL " O,,; H WY, TOP & OTTOM º TO ORNR, PL IN TOP OF SL orner Reinforcing etail LV. (S PLN) " LR. " LR. PR FOOTING SHUL Pier nd Footing etail NHOR ROS, S S0 ONRT OLUMN FOOTING, S PLN & SHUL FOR SIZ & RINFORING PR FOOTING SH. ISSU FOR FOUNTION PRMIT.. MMRS OF TH MRIN INSTITUT OF RHITTS OPYRIGHT 0 LL RIGHTS RSRV PRINT OR LTRONI RWINGS N OUMNTTION MY NOT RPROU IN NY FORM WITHOUT WRITTN PRMISSION FROM LSP SSOITS LT. RVISIONS: No. escription ate PROJT: T: RWN Y: HK Y: LSP.0.0 P/W RROWOO STIONS & TILS..0

8 ' " " " " S RQUIR FOR GUSST LNGTH " " " " " ' " " ' " " /" /" " /" /" " " ' " " " " " " " " ' " " " W OLUMN / GUSST (S RQUIR FOR R) W OLUMN / " /" /" " ' " UIR RSRH ON / " / /" H NHOR RO w/ HVY HX NUT & LVLING NUT " PROJ /" NHOR RO w/ HVY HX NUT & LVLING NUT ' /" " MMNT W0 OLUMN " H NHOR RO w/ HVY HX NUT & LVLING NUT PLT WSHR /" PL " GROUT PL /xx w/nut /" PROJ /" ' " MMNT W OLUMN /" PL " H NHOR RO w/ HVY HX NUT & LVLING NUT " GROUT PL /xx w/nut ' " /" " PL " GROUT PL /xx w/nut /" ' MMNT " PL " GROUT rrowood & rrowood, P Pettigru Street Greenville, S 0.. (t).. (f) & PROJT #LSP PL /xx w/nut Typical W0 aseplate S0 /" = ' Typical W aseplate S0 /" = ' Typical VF olumn aseplate (Not t Gusset) S0 /" = ' VF aseplate with () Gusset S0 /" = ' 0 WST NORTH STRT SUIT 00 GRNVILL, SOUTH ROLIN 0 TL...00 FX..0 PIR T SPLT WITH () GUSST PIR T SPLT WITH () GUSSTS PIR T SPLT WITHOUT GUSSTS ' " ' " # TI TOP N OTTOM ' " \\asbs\ata\\projects\lsp\lspollab I\uzzsaw\_Struct Sync Folder\UIR Research One_Struct_0.rvt /0/0 :: PM S RQUIR FOR GUSST LNGTH GUSST (S RQUIR FOR R) /" ' " PROJ. MMNT " " W OLUMN VF aseplate with () Gussets S0 /" = ' " " / /" NHOR RO w/ HVY HX NUT & LVLING NUT " PL " /" /" " " GROUT S RQUIR FOR GUSST LNGTH PL /xx w/nut FINISH FLOOR LV. 0' TOP OF PIR LV. (') LV. (S PLN) " LR. ' " " LR. ' " ' " OLUMN & FOOTING PR FOOTING SHUL # TI TOP N OTTOM # LOS " (0) # " OVR Pier and Footing etail t VF olumns S0 ISOLTION POKT ROUN OLUMN /" ISOLTION JOINT MTRIL (TYP.). NHOR ROS, S S0 ONRT OLUMN FOOTING, S PLN & SHUL FOR SIZ & RINFORING PR FOOTING SH. ' # TI TOP N OTTOM # LOS " (0) # " OVR ' " # LOS " () # " OVR ISSU FOR FOUNTION PRMIT.. MMRS OF TH MRIN INSTITUT OF RHITTS OPYRIGHT 0 LL RIGHTS RSRV PRINT OR LTRONI RWINGS N OUMNTTION MY NOT RPROU IN NY FORM WITHOUT WRITTN PRMISSION FROM LSP SSOITS LT. RVISIONS: No. escription ate PROJT: T: RWN Y: HK Y: LSP.0.0 uthor hecker STIONS & TILS S0..0

9 . ' /". /" HMFR " ' O ' () #xont. #@ " O.. # x ' T " SHR STU S PLN FOR SL INFO (S S0) " STL K, S PLN WWF, S PLN /" OVR Lxx/ w/ /x" " O.. NGL TWN TUS Y OTHRS # x ' T " S PLN FOR SL INFO " STL K, S PLN /" OVR SHR STU (S S0) ' /" ' O WWF, S PLN W TO MOMNT ONNT STL Y OTHRS NGL TWN TUS Y OTHRS HSSxx/ w/ /" " O.. /" STL ROOF K, S PLN ' ".O.. ' /" HSSxx/ w/ Lxx/ UIR RSRH ON " STIFFNR /" ON H SI OF VRTIL Wx " STL MMR Y OTHRS Wx Wx HSSx Lxx/xONT. STL Y OTHRS GIRR " STL MMR Y OTHRS Wx Lxx/ '" OLUMN (YON) '" ' GIRR Lxx/ '" '" O.. Lxx/ '" OLUMNS FOR SUPPORT OF ONTINUOUS HSSxx/ HSSxx/ OLUMN (YON) ' Fourth Floor Slab dge Store Front (North) S0 Fourth Floor Slab dge Metal Panel (North) S0 OLUMNS FOR SUPPORT OF ONTINUOUS HSSxx/ Fourth Floor Slab dge Store Front enter (North) S0 HSSxx/. ' /" S PLN FOR SL INFO " STL K, S PLN /" OVR ' " G OF SL " O SHR STU (S S0) WWF, S PLN STRP PLT " O.. NT PLT /xx'" LLH w/ /x" " O.. PLT '" O.. # x ' T " S PLN FOR SL INFO " STL K, S PLN /" OVR " SHR STU (S S0) ' /" ' O WWF, S PLN 0 TO MOMNT ONNT STL Y STL L NGL TWN TUS Y OTHRS HSSxx/ w/ /" " O.. STIFFNR /" ON H SI OF VRTIL HSSx S PLN FOR SL INFO " STL K, S PLN ' O Lxx/ w/ /x" " O.. Wx Lxx/ FOR MTL SRN (S RH WGS FOR XTNT) STL Y OTHRS 0 WST NORTH STRT SUIT 00 GRNVILL, SOUTH ROLIN 0 TL...00 FX..0 GIRR Wx OLUMN (YON) '" \\asbs\ata\\projects\lsp\lspollab I\uzzsaw\_Struct Sync Folder\UIR Research One_Struct_0.rvt /0/0 ::0 PM Third Floor Slab dge Store Front (North) S0 S0 ' HSSxx/xONT. XTN.W. MULLIONS TO HSS. S PLN FOR SL INFO " STL K, S PLN ' /" " /" OVR ' " ' " G OF SL Second Floor Slab dge Store Front (North) " O GIRR GIRR SHR STU (S S0) WWF, S PLN STRP PLT " O.. NT PLT /xx'" LLH w/ /x" " O.. PLT '" O.. LTRL N VRTIL SUPPORT FOR.W. Y.W. SUPPLIR T/HSS IS T /URTIN WLL " M PNL HSSxx/xONT. XTN.W. MULLIONS TO HSS. # x ' T " S PLN FOR SL INFO " STL K, S PLN ' /" /" OVR GIRR Third Floor Slab dge Metal Panel (North) S0 S0 SHR STU (S S0) WWF, S PLN W TO MOMNT ONNT TO M Wx GIRR ' /" ' O Second Floor Slab dge Metal Panel (North) STL Y OTHRS Lxx/ w/ /x" " O.. NGL TWN TUS Y OTHRS HSSx STL Y OTHRS LIGHT GG FRMING Lxx/ '" OLUMNS FOR SUPPORT OF ONTINUOUS HSSxx/ Fourth Floor Slab dge Metal Panel (NorthWest) S0 Second Floor Typical Slab dge S0 S PLN M WWF, S PLN /x" STRP PLT Lxx/xONT () /"x" " O.. NT PLT /" (HOL VRTIL LG OWN /" TO LLOW FOR FILLT WL OF L TO NT PLT) L /x /x/ ' O.. HSSxx/ ISSU FOR FOUNTION PRMIT.. MMRS OF TH MRIN INSTITUT OF RHITTS OPYRIGHT 0 LL RIGHTS RSRV PRINT OR LTRONI RWINGS N OUMNTTION MY NOT RPROU IN NY FORM WITHOUT WRITTN PRMISSION FROM LSP SSOITS LT. RVISIONS: No. escription ate PROJT: T: RWN Y: HK Y: LSP.0.0 P/W J STIONS & TILS S0..0

10 .. ' " ' " O ' /" Lxx/xONT. ' /" O ' " O /" ROOF K Lxx/ w/ /"x" " O.. TH TOS ' " TH TOS ' " TH TOS ' " HSSxx/xONT. ' 0 /" Level ' Level ' Level ' UIR RSRH ON TH ' " TH ' " /" O L /x /x/" Lxx/xONT PLT w/ HOL FOR SRN TTHMNT ' O.. H OLUMN HSSxx/xONT. (LSH) ' " ' O.. +/ ' /" XTN.W. MULLION OLUMN S0 S0 S0.. ' /" ' " ' " O ' " O NT PLT / w /"x" " O.. Lxx/ w/ /"x" " O.. ' O.. +/ ' " ' " O Lxx/ w/ /x" " O.. 0 WST NORTH STRT SUIT 00 GRNVILL, SOUTH ROLIN 0 TL...00 FX..0 Level ' R TOS ' " Level ' R TOS ' " Level ' R TOS ' " L /x ' O.. L /x ' O.. ' /" \\asbs\ata\\projects\lsp\lspollab I\uzzsaw\_Struct Sync Folder\UIR Research One_Struct_0.rvt /0/0 :: PM S0 S0 ' ' Lxx/xONT. '" O.. Lxx/ '" O.. HSSxx/ ' /" ' /" ' " O. /x" '" O.. HSSxx/ w/ /" " O.. L /x / x/ '" O.. Level ' N TOS ' " S0 S0 ' /" ' " O Lxx/ w/ /"x" " O.. ' O.. +/ Level ' N TOS ' " L /x ' O.. VRTILLY SLOTT ONNTION Y PRSTR S0 S0. L /x ' O.. W (YON) Wxx/ (OL TO OL) Lxx/ w/ /x" " O.. Level ' N TOS ' " ISSU FOR FOUNTION PRMIT.. MMRS OF TH MRIN INSTITUT OF RHITTS OPYRIGHT 0 LL RIGHTS RSRV PRINT OR LTRONI RWINGS N OUMNTTION MY NOT RPROU IN NY FORM WITHOUT WRITTN PRMISSION FROM LSP SSOITS LT. RVISIONS: No. escription ate PROJT: T: RWN Y: HK Y: LSP.0.0 P/W J STIONS & TILS S0..0

11 .. " O Lxx/ w/ /x" " O.. PLT " O.. ' " ' " O Lxx/ w/ /x" " O.. LTRL SUPPORT Y.W. SUPPLIR UIR RSRH ON HSSx TO ROOF OV HSSxx/xONT. /" PLT 0' " ' O.. ' /" ' " O " STL K, S PLN Lxx/ Wx /" O 0 WST NORTH STRT SUIT 00 GRNVILL, SOUTH ROLIN 0 TL...00 FX..0 ' " /" STL K W STIFFNR (/") LOW HSS POST (NS, FS) W \\asbs\ata\\projects\lsp\lspollab I\uzzsaw\_Struct Sync Folder\UIR Research One_Struct_0.rvt /0/0 :: PM S0 S0. ' " ' /" HSSxx/xONT. " P JOIST XTNSION /"x" '" O.. /"x'"xont. PLT. ' " ' M NTRLIN PLT '" O.. VRTILLY SLOTT ONNTION Y PRSTR S0 ' " ' " H.S. " O.. LxX/ NT PLT /" (HOL VRTIL LG OWN /" FOR WLING OF L) XTN PRST PNL PRST PNL ' ' S0 ' " ' /" ' 0 /" ' " O W /"x" '" O.. /" PLT W ' O.. '" O.. Lxx/xONT STL Y OTHRS URTIN WLL Lxx/xONT. w/ /"x" H.S. ISSU FOR FOUNTION PRMIT.. MMRS OF TH MRIN INSTITUT OF RHITTS OPYRIGHT 0 LL RIGHTS RSRV PRINT OR LTRONI RWINGS N OUMNTTION MY NOT RPROU IN NY FORM WITHOUT WRITTN PRMISSION FROM LSP SSOITS LT. RVISIONS: No. escription ate PROJT: T: RWN Y: HK Y: LSP.0.0 uthor hecker STIONS & TILS S0..0

12 HSSxx/ (HG) P NS 0' /" ' " STL Y STL L ' " OS ' " O ' " UIR RSRH ON NT PLT w/ H.S.N ' O.. TH TOS ' " Level ' TH ' " S0 ' ' " ' " STIFFNR PLT (NS, FS) 0 WST NORTH STRT SUIT 00 GRNVILL, SOUTH ROLIN 0 TL...00 FX..0 ' " /" NT PLT OR TWO SPRT PLTS Level ' WX R TOS ' " Lxx/ w/ H.S. Wx WX \\asbs\ata\\projects\lsp\lspollab I\uzzsaw\_Struct Sync Folder\UIR Research One_Struct_0.rvt /0/0 :: PM S0 S0 WX W XTN URTIN WLL MULLION TO HSSx ' " W ' " STIFFNR PLT /" (NS, FS) HSSxx/xONT ' " ' " OS ' " M NTRLIN STIFFNR PLT (NS, FS) ONTRTOR TO FORM G /" NT PLT OR TWO SPRT PLTS WX Lxx/xONT HSSxx/ (HG) P NS Wx Level ' N TOS ' " ISSU FOR FOUNTION PRMIT.. MMRS OF TH MRIN INSTITUT OF RHITTS OPYRIGHT 0 LL RIGHTS RSRV PRINT OR LTRONI RWINGS N OUMNTTION MY NOT RPROU IN NY FORM WITHOUT WRITTN PRMISSION FROM LSP SSOITS LT. RVISIONS: No. escription ate PROJT: T: RWN Y: HK Y: LSP.0.0 uthor hecker STIONS & TILS S0..0

13 M / SL S PLN FOR SL INFO ONTINUOUS HIGHHIR T ' O.. (H WY) S PLN FOR THIKNSS SHR STU (S ) WWF, S PLN /" OVR MIN. " K RING S PLN FOR INTRIOR OPNING SHT MTL LOSUR, NGL OR NT PLT UNIFORM SPING LONG LNGTH OF M (GRTR THN " **).. ON OR TWO ROWS S RQUIR X X X X X X X X X X LOSUR " STL K, S PLN UIR RSRH ON FLOOR M M T FLOOR OPNINGS K PRLLL K PRPNIULR NOT: NOT: ** IF SPING WOUL LSS THN ", PL STUS IN TWO ROWS. TO M SPN TO M SPN M. GIN PLMNT Y WLING SHR STUS T VRY OTHR RI, STRTING T H N. WORKING TOWR NTRLIN. THN PL RMINING STUS IN H RI THT OS NOT HV STU, GIN WORKING FROM NS TO NTRLIN. # x ' T " S PLN FOR SL INFO ONTINUOUS HIGHHIR T ' O.. (H WY) SHR STU (S ) WWF, S PLN S PLN FOR THIKNSS /" OVR SHR STU PLMNT TIL S0 " STL K, S PLN GIRR Lxx/ K SUPPORT SHT MTL W LOSUR M NT PLT OR POUR STOP Lxx/ ( SI OF JOIST) WL TO JOIST TO TOP HOR LO N OTTOM HOR PNL POINT rrowood & rrowood, P Pettigru Street Greenville, S 0.. (t).. (f) NOTS: & PROJT #LSP FLOOR GIRR. S SPIFITIONS SHT FOR K TTHMNT N SILP SIZ N SPING.. KING IS NOT TO SHOR. PROVI L WHR POINT LO GRTR THN 00# WILL IN PL " WY FROM PNL POINT TYPIL LVT FLOOR SL TILS S0 K SUPPORT T OLUMN S0 / Lxx/x" LONG Lxx/ (TYP) ' '" (MX.) ' 0 WST NORTH STRT SUIT 00 GRNVILL, SOUTH ROLIN 0 TL...00 FX..0 ' ' /" ' " JOIST / JOIST \\asbs\ata\\projects\lsp\lspollab I\uzzsaw\_Struct Sync Folder\UIR Research One_Struct_0.rvt /0/0 :: PM US HOOK WHR FULL R LNGTH NNOT PROVI () # TOP N OTTOM NO RINFORING RQUIR OPNING TWN FLUTS LOK OUT HOL FOR ONRT POUR. UT OUT MTL K FTR SURROUNING ONRT HS UR FOR YS /" ' TO ' " (H WY) HS TYP OPNING TYPIL PNTRTION IN STL K S0 TYPIL MTL K TILS MIN. ' (TYP.) # H SI MINIMUM OF TWO FLUTS TO RMIN TWN PNTRTIONS OPNING THROUGH ON FLUT NOT:. S MHNIL RWINGS FOR PNTRTION SIZS N LOTIONS. /" ()# H SI (IN TOP) ()# IN OTTOM () # IN OTTOM GNG OPNINGS PROVI L UNR LL GS OF RTU N ROUN UT PNTRTIONS. PL VRTIL LG OF L T TH INSI G OF RTU UR. LOT USING HV UT SHTS. ROOF OPNING FRM TIL S0 ISSU FOR FOUNTION PRMIT.. MMRS OF TH MRIN INSTITUT OF RHITTS OPYRIGHT 0 LL RIGHTS RSRV PRINT OR LTRONI RWINGS N OUMNTTION MY NOT RPROU IN NY FORM WITHOUT WRITTN PRMISSION FROM LSP SSOITS LT. RVISIONS: No. escription ate PROJT: T: RWN Y: HK Y: LSP.0.0 P/W RROWOO STIONS & TILS S0..0

14 WX ' " HSSXX/ XIL LO = 0k (0) TH TOS ' " XIL LO = 0k HSSXX/ WX (0) R TOS ' " HSS0X0X/ XIL LO = k WX () c=/" N TOS ' " XIL LO = 00k HSS0X0X/ Level ' WX (0) ' " HSSXX/ XIL LO = 0k TH TOS ' " ' " HSSXX/ WX (0) TH TOS ' ". XIL LO = k WX S0. TH ' " () TH TOS ' " HSSXX/ XIL LO = 0k XIL LO = 0k HSSXX/ HSSXX/ HSSXX/ HSSXX/ XIL LO = k XIL LO = 0k WX (0) R TOS ' " WX (0) R TOS ' " WX XIL LO = k S0 R TOS ' " WX (0) R TOS ' " XIL LO = 0k HSSXX/ HSSXX/ W0X HSSXX/ XIL LO = k HSSXX/ HSSXX/ XIL LO = k XIL LO = k WX () N TOS ' " WX () N Level TOS ' ' " WX () S0 N TOS ' " XIL LO = 0k WX () N TOS ' " HSS0X0X/ XIL LO = 0k XIL LO = 0k HSS0X0X/ XIL LO = k HSSXX/ HSS0X0X/ HSS0X0X/ Level XIL LO = k ' Level XIL LO = 0k WX0 ' Level ' Level ' ' " TH TOS ' " R TOS ' " N TOS ' " Level ' HSSXX/ XIL LO = k WX () HSSXX/ XIL LO = 0k WX () HSS0X0X/ XIL LO = 0k WX () WX () WX0 ' " WX0 ' " WX0 ' " HSSXX/ HSSXX/ HSSXX/ XIL LO = 0k XIL LO = 0k XIL LO = k WX () TH TOS ' " WX () TH TOS ' " WX0 () TH TOS ' " HSSXX/ HSSXX/ HSSXX/ XIL LO = k XIL LO = 0k XIL LO = 00k WX () R TOS ' " WX () R TOS ' " WX () R TOS ' " HSSXX/ HSSXX/ XIL LO = 0k HSSXX/ XIL LO = 0k XIL LO = k WX () N TOS ' " WX () WX () N TOS ' " WX () N TOS ' " HSS0X0X/ HSSXX/ XIL LO = 0k HSS0X0X/ XIL LO = 0k XIL LO = k Level Level Level ' ' ' MMRS OF TH MRIN INSTITUT OF RHITTS RVISIONS: PROJT: T: RWN Y: HK Y: XIL LO = 0k HSS0X0X/ 0 WST NORTH STRT SUIT 00 GRNVILL, SOUTH ROLIN 0 TL...00 FX..0 OPYRIGHT 0 LL RIGHTS RSRV PRINT OR LTRONI RWINGS N OUMNTTION MY NOT RPROU IN NY FORM WITHOUT WRITTN PRMISSION FROM LSP SSOITS LT. \\asbs\ata\\projects\lsp\lspollab I\uzzsaw\_Struct Sync Folder\UIR Research One_Struct_0.rvt /0/0 :: PM ISSU FOR FOUNTION PRMIT.. VF LVTION LONG S0 /" = ' VF LVTION LONG S0 /" = ' VF LVTION LONG VF LVTION LONG VF LVTION LONG VF LVTION LONG S0 /" = ' S0 /" = ' S0 /" = ' S0 /" = ' VF LVTION LONG VF LVTION LONG VF LVTION LONG S0 /" = ' S0 /" = ' S0 /" = ' UIR RSRH ON rrowood & rrowood, P Pettigru Street Greenville, S 0.. (t).. (f) & PROJT #LSP No. escription ate LSP.0.0 P/W RROWOO VRTIL R FRMS S0..0

15 ' /" " OS ' 0 /" OS ' " O ' /" OS ' O " O ' OS " O STL Y OTHRS ' /" Lxx/ w/ /x" " O.. Lxx/ w/ /x" " O.. Lxx/ w/ /x" " O.. STRP PLT " O.. UIR RSRH ON NT PLT /xx'" LLH w/ /x" " O.. STL Y OTHRS STL Y OTHRS PLT '" O.. ' O.. ' O.. URTIN WLL TO XTN VRTILLY TO OTTOM OF W URTIN WLL TO XTN VRTILLY TO OTTOM OF W S0 S0 S0 S0 ' /".. 0 WST NORTH STRT SUIT 00 GRNVILL, SOUTH ROLIN 0 TL...00 FX..0 ' /" OS ' " O TH TOS ' " ' /" ' 0 /" OS ' " O ' " O Lxx/ w/ /x" " O.. Lxx/ w/ /x" " O.. Level ' Lxx/ w/ /x" " O.. HSSxx/ w/ Lxx/ STL Y OTHRS NTILVR W0x STL Y OTHRS \\asbs\ata\\projects\lsp\lspollab I\uzzsaw\_Struct Sync Folder\UIR Research One_Struct_0.rvt /0/0 ::0 PM S0 S0. /" ' O.. URTIN WLL TO XTN VRTILLY TO OTTOM OF W /" OS " O HSSx TO ROOF OV " STL K, S PLN Lxx/ Wx W STIFFNR (/") LOW HSS POST (NS, FS) S0 TH TOS ' " Level ' TH ' " STL Y OTHRS ' O.. URTIN WLL TO XTN VRTILLY TO OTTOM OF W 0 S0 ' OS O S0 NT PLT / w /"x" " O.. STL Y OTHRS /x" '" O.. S0 OS " O Lxx/xONT. STL Y OTHRS Lxx/ ' O.. NT PLT / w /"x" " O.. Level ' N TOS ' " ' O.. URTIN WLL TO XTN VRTILLY TO OTTOM OF W S0 S0 OS " O NT PLT / w /"x" " O.. S0 ' OS O NT PLT / w /"x" " O.. STL Y OTHRS Level ' R TOS ' " /x" '" O.. ISSU FOR FOUNTION PRMIT.. MMRS OF TH MRIN INSTITUT OF RHITTS OPYRIGHT 0 LL RIGHTS RSRV PRINT OR LTRONI RWINGS N OUMNTTION MY NOT RPROU IN NY FORM WITHOUT WRITTN PRMISSION FROM LSP SSOITS LT. RVISIONS: No. escription ate PROJT: T: RWN Y: HK Y: LSP.0.0 uthor hecker STIONS & TILS S0..0