TEXAS A&M UNIVERSITY

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1 X &M UNVY V PLY VLOPMN N LOY NOVON JNUY, 9 - U O ONUON OWN POJ MN UUL MP/P UO/VUL NOLOY OO V X &M UNVY YM OW OLL ON, X 778 V OLUON L V ONOMY O OLL ON, X P PK NWY PLZ, N LOO OUON, X P NON O NN OUNNVW, U OUON, X P L / UON / YU NN, PLL PK N PL, U 8 OUON, X P NL N OUP 9 L LN KYL, X P LY ZMMMN NN, N LO, U N NONO, X P OOV N PONL VLL K, U M N, X P MU / POJ NUM: 8- PK POJ NUM: 87P L POJ NUM: 9

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5 PK PO ouston, X P X irm: -8 UUL NON O NN ountainview, uite ouston, x, P PKcom MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, x, P UO/VUL NL N OUP () Kyle, x, P NOLOY LLY ZMMMN NN, N lores, uite an ntonio, x P OO V OOV N PONL Villa reek rive, uite armers ranch, x P :\8\87P\iv8-wgs\8a M \nsl\ports\permitting\wgs\ -xisting onditionsdwg Last aved: WN Y: uthor K Y: hecker Monday, November, 8 ::9 PM V PLY VLOPMN N LOY NOVON X &M UNVY 88 OUON OLL ON, X 778 KY PLN P O ON L X LN PLN N N U //9 X &M UNVY POJ NUM PK - 87P 8 - VON JNUY, 9 No escription ate U O ONUON XN ONON

6 MOLON PLN ONO LL K XM PUON O PO UOUNN L UN ONUON O UL N MP O ONL MOLON NOMON PKcom PK PO ouston, X P X irm: -8 UUL NON O NN ountainview, uite ouston, x, P MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, x, P UO/VUL NL N OUP () Kyle, x, P NOLOY LLY ZMMMN NN, N lores, uite an ntonio, x P 88 OUON OLL ON, X 778 K Y: hecker X &M UNVY V PLY VLOPMN N LOY NOVON OO V OOV N PONL Villa reek rive, uite armers ranch, x P U X uthor PLN P N WN Y: O N L N //9 LN X &M UNVY POJ NUM PK - 87P 8 - JNUY, 9 VON No Monday, November, 8 :: PM :\8\87P\iv8-wgs\8a M \nsl\ports\permitting\wgs\ -emolition Last Plandwg aved: KY PLN escription ate U O ONUON MOLON PLN

7 PLN PKcom PK PO ouston, X P X irm: -8 UUL NON O NN ountainview, uite ouston, x, P MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, x, P UO/VUL NL N OUP () Kyle, x, P NOLOY LLY ZMMMN NN, N lores, uite an ntonio, x P 88 OUON OLL ON, X 778 K Y: hecker X &M UNVY V PLY VLOPMN N LOY NOVON OO V OOV N PONL Villa reek rive, uite armers ranch, x P U X uthor PLN P N WN Y: O N L N //9 LN X &M UNVY POJ NUM PK - 87P 8 - JNUY, 9 VON No unday, January, 9 7:: PM :\8\87P\iv8-wgs\8a M \nsl\ports\permitting\wgs\ -ite Plandwg Last aved:y KY PLN escription ate U O ONUON PLN

8 ULY NO UNL OW NO, LL NY W VY LN LL ONU, MW P 7 P W U U JON N LL M LL PPLL M PON UNL OW NO POPO " NY LN O OU UNN XN OM N W V MNN MNMUM " VL LN OM O O O PP PL ULL ON (MN 8') " P NY PP N W LN ON NY PP W LN ON LL PU- O MNMUM P N ONOM O LL QUMN M, WW N N O WL P PP NY-W ON LL ULLY OMPLY W L Q N X MNV O N N QUMN 7 LL NY W LN MU LOW PU N ON W 77()() 8 LON MU POM ON LL LXL N M- NY W PP N ON W 77() 9 O MP O X LOON ONNON ULN MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, x, P UO/VUL NL N OUP () Kyle, x, P NOLOY LLY ZMMMN NN, N lores, uite an ntonio, x P OO V OOV N PONL Villa reek rive, uite armers ranch, x P ~ ~ O K Y: hecker ~ W POPO UL OU UN XN PVMN, WU N MOV PVMN PO O NLLON N P N P PVMN O P-ONUON ONON ULY NLLON OMPL PKcom PK PO ouston, X P X irm: -8 UUL NON O NN ountainview, uite ouston, x, P 88 OUON OLL ON, X 778 X &M UNVY V PLY VLOPMN N LOY NOVON U X uthor PLN P N WN Y: O N L N //9 LN X &M UNVY POJ NUM PK - 87P 8 - JNUY, 9 VON No Monday, January, 9 :7:8 M :\8\87P\iv8-wgs\8a M \nsl\ports\permitting\wgs\ -Utility Plandwg Last aved:y KY PLN escription ate U O ONUON ULY PLN

9 LN P L OP U OP PVMN OP M OP LOW LN PKcom PK PO ouston, X P X irm: -8 UUL NON O NN ountainview, uite ouston, x, P MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, x, P " ON WLK : / UO/VUL NL N OUP () Kyle, x, P NOLOY LLY ZMMMN NN, N lores, uite an ntonio, x P 88 OUON OLL ON, X 778 U X PLN uthor KY PLN P N WN Y: O N L N //9 LN X &M UNVY POJ NUM PK - 87P 8 - JNUY, 9 VON No Monday, January 7, 9 :8: PM :\8\87P\iv8-wgs\8a M \nsl\ports\permitting\wgs\ -Paving and radinglast Plandwg aved:onzlz K Y: hecker X &M UNVY V PLY VLOPMN N LOY NOVON OO V OOV N PONL Villa reek rive, uite armers ranch, x P escription ate U O ONUON PVN N N PLN

10 OON ONOL PLN P NL POON PKcom PK PO ouston, X P X irm: -8 UUL NON O NN ountainview, uite ouston, x, P MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, x, P L N UO/VUL NL N OUP () Kyle, x, P NOLOY LLY ZMMMN NN, N lores, uite an ntonio, x P 88 OUON OLL ON, X 778 K Y: hecker X &M UNVY V PLY VLOPMN N LOY NOVON OO V OOV N PONL Villa reek rive, uite armers ranch, x P U X uthor PLN P N WN Y: O N L N //9 LN X &M UNVY POJ NUM PK - 87P 8 - JNUY, 9 VON No Monday, November, 8 ::8 PM :\8\87P\iv8-wgs\8a M \nsl\ports\permitting\wgs\ -rosion ontrollast Plandwg aved: KY PLN escription ate U O ONUON OON ONOL PLN

11 PK PO ouston, X P X irm: -8 UUL NON O NN ountainview, uite ouston, x, P PKcom MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, x, P UO/VUL NL N OUP () Kyle, x, P NOLOY LLY ZMMMN NN, N lores, uite an ntonio, x P NO U NO U NO U NO U OO V OOV N PONL Villa reek rive, uite armers ranch, x P V PLY VLOPMN N LOY NOVON X &M UNVY 88 OUON OLL ON, X 778 NO U NO U NO U NO U 9 :\8\87P\iv8-wgs\8a M \nsl\ports\permitting\wgs\ -etailsdwg Last aved: Y WN Y: uthor K Y: hecker Monday, January, 9 :9:9 PM NO U 8 7 NO U OM W N N KLL N NO U ON WLK NY W LN OU NY W N N KLL KY PLN P O ON L X LN PLN N N U //9 X &M UNVY POJ NUM PK - 87P 8 - VON JNUY, 9 No escription ate U O ONUON L

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14 NL UUL NO P - N P - N (ONNU) P - NO ON (ONNU) P V - L K :\Users\harryt\ocuments\evit 7 Local iles\mu-avis-p_entral_7_harrytrvt WN Y: M K Y: //9 :7: PM NL ULN O he ontract ocuments are based on the requirements of the nternational uilding ode, LO anging eiling and Mechanical Loads n allowance of P has been made for hanging ceiling and mechanical equipment loads such as duct work and sprinkler pipes LV LO Partitions n areas with partitions subject to change, an allowance of P has been made for partitions as a uniformly distributed live load where the live load as stated below is 8 psfor less esign live loads are based on the more restrictive of the uniform load listed below or the concentrated load listed acting over an area feet square or, in the case of parkinggarages, square inches, or stair treads, square inches OY UNOM LO (P) ONN LO (L) ssembly reas, Lobbies - orridors, tairways and xits - Mechanical ooms, ypical Note Office loors, estrooms Note - oofs - torage, Light Weight Lifting/raining - Notes: Uniform load required is the same as the occupancy served esign concentrated load is that required by assumed equipment weight MNL QUPMN LO he eneral ontractor shall submit actual weights of equipment to be used in the project to the tructural ngineer for verification of loads used in the design at least three weeks prior to fabrication and construction of the supporting structure WN LO Wind pressures are based on the merican ociety of ivil ngineers, Minimum esign Loads for uildings and Other tructures, 7- and the following criteria: a asic wind speed = MP ( second gust) b Wind importance factor () = c uilding category = d Wind exposure category = e nternal pressure coefficient = +8/-8 Wind pressures used in the design of the cladding are shown on the rchitectural rawings NOW LO now loads are based on the merican ociety of ivil ngineers, Minimum esign Loads for uildings and Other tructures, 7- and the following criteria: round snow load (Pg) = P M N he structure and components of the building have been designed in accordance with aforementioned building code with the following criteria: sec pectral cceleration (s) (%g): 9 sec pectral cceleration () (%g): ite lass: ite oefficient, short period (a): ite oefficient, sec period (v): sec pectral esponse oeff (ds) (%g) sec pectral esponse oeff (d) (%g) Occupancy ategory: Occupancy mportance actor, : eismic esign ategory: asic eismic-orce esisting ystem: Ordinary teel Moment rames esponse Modification actor, : ystem Overstrength actor, Omega-o: eflection mplification actor, d: esign eismic ase hear (kips): W Plan tructural rregularity ype: None Vertical tructural rregularity ype: None nalytical Procedure: quiv lastic Lateral orce Procedure LL-O N YM he ability of the structural frame to resist lateral loads and provide stability under gravity loads derives from the complete installation of the lateral-force resisting systems and diaphragms described below t shall be the ontractor's responsibility to provide all temporary bracing required to maintain the stability and safety of all elements during the construction process until all of these elements are completely installed and all designated concrete elements (if any) have reached a minimum of 7% of their design strength he required structural elements are: teel rames a Lateral-orce esisting ystem ) teel Moment rames b iaphragm: metal roof deck that creates a continuous element linking the lateral-force-resisting elements to all other columns oncrete topping slab on hollow core planks a iaphragm: ) concrete topping slab that creates a continuous element linking the lateral-force-resisting elements to all other columns UU XPNON No provisions have been made for future J ULN MOVMN N LON he building movement specified herein is anticipated to occur and should be considered by the ontractor in the performance of the work pandrel eam eflections he following provision should be made for superimposed loaddeflection of one floor relative to an adjacent floor in the design, fabrication, and erection of the building cladding: a ypical pandrel eam - /8 uperimposed load deflection is defined as all deflection anticipated to occur after the cladding has been erected he relative deflection above does not include the floor deflection caused by the weight of the cladding itself or the dead load deflection of the floor framing itself, nor does it include any allowance for fabrication or erection tolerances loor eflections he following provision for superimposed load deflections shall be made in the design, fabrication, and installation of all partitions, glass walls, and other elements supported by and attached to the structure: a ypical loor Members - pan/ but not less than /8 b ypical oof Members - pan/ but not less than /8 Lateral rame Wind eflection (rift) he following provision for lateral frame deflection in the plane of the wall of one floor relative to an adjacent floor shall be made in the design, fabrication and installation of the building cladding: a ypical loor to loor - loor eight/ he deflections listed above are based on wind loads with a -year mean recurrence interval Lateral rame eismic eflection he following provision for inelastic lateral frame deflection in the plane of the wall one floor relative to an adjacent floor shall be made in the design, fabrication and installation of building cladding as specified in the building code: a ypical loor to loor - loor eight/ L N LO O OOM O rab bars, tub and shower seats, fasteners, and mounting devices shall be designed to resist a concentrated load of pounds at any location and in any direction M NL N U he handrail assemblies and guards shall be designed for PL or a concentrated load of pounds at any point applied in any direction at the top and to transfer this load through the supports to the structure hese loads need not be assumed to act concurrently N ONN LO O he individual stair treads shall be designed to support a pound concentrated load placed in positions causing maximum stress O OOP QUPMN NO ll roof top equipment curbs, roof top mechanical equipment, equipment tie downs, and connections of all equipment to building structure for wind loading are to be designed and engineered by a registered pecialty ngineer retained by the mechanical equipment supplier igned and ealed drawings and calculations are to be submitted to the engineer of record for review and approval he equipment manufacturer shall provide the attachment of the unit to the structure and submit to the engineer loads, locations, and methods of attachment he structural engineer will make provisions in the design of the primary structural frame to accommodate the loads and attachments submitted by the manufacturer P - OUNON ONL PO oundation design is based on the geotechnical investigation report from essner ngineering, Job No 8-9, ated: ecember 8th 8 he geotechnical report is available to the eneral ontractor upon request to the Owner he information included therein may be used by the eneral ontractor for his general information only he rchitect and ngineer will not be responsible for the accuracy or applicability of such data therein P OUNON YP LLOW OUNON YP rade eams a rade eam ide orms oth sides of all grade beams shall be formed for full beam depth b ar upports for rade eam ages rade beam bottom steel shall be chaired at -" maximum centers using beam bolsters providing " bottom cover to reinforcing steel eam bolsters used shall be designed and manufactured for support on soil L-ON- onstruction quipment Loads he ontractor is cautioned when loading the slab-ongrade with construction equipment he slab has not been designed for heavy construction equipment and may require an increase in slab thickness and/or reinforcement f the construction loading exceeds the design loads shown in the esign riteria, the ontractor is required to submit calculations signed and sealed by a registered structural, civil, or geotechnical engineer in the state where the project is located verifying the adequacy of theslab ONUON WN he ontractor shall determine the extent of construction dewatering required for the excavation he ontractor shall submit to the eotechnical ngineer for review the proposed plan for construction dewatering, prior to beginning the excavation P - NO ON L ON ll concrete shall conform to the requirements of the lasses of oncrete Matrix on sheet unless noted otherwise on the drawings orizontal onstruction Joints in oncrete Pours here shall be no horizontal construction joints in any concrete pours unless shown on the drawings he rchitect/ngineer shall approve all deviations or additional joints in writing NON L PON ll einforcing teel shall be M rade unless noted otherwise on the drawings or in these notes einforcing teel Provide reinforcing steel conforming to M 7 for all reinforcing steel required to be welded and where noted on the drawings eformed ar nchors W ype (able 7) studs manufactured in conformance with specification M 9 with a minimum yield strength 7, P einforcing bars shall not be substituted for deformed bar anchors eaded tud nchors eaded stud anchors used in embed plate applications are W ype studs manufactured in conformance with specification M 8 with a minimum yield strength of, P Welded Wire einforcement Welded smooth wire reinforcement, M 8, yield strength, P where noted on the drawings Welded deformed wire reinforcement, M 97, yield strength 7, P where noted on the drawings PLMN WL W NOMN Wherever welded wire reinforcement is specified as reinforcement, it shall be continuous across the entire concrete surface and not interrupted by beams or girders and properly lapped one cross wire spacing plus " NOMN N OPPN L Provide minimum reinforcement as noted below in all topping slabs unless specified otherwise on the drawings Welded smooth wire reinforcement x-w9xw9 Micro synthetic fibers at pounds per cubic yard of concrete lended micro and macro synthetic fibers at pounds per cubic yard of concrete lended micro synthetic fibers and steel fibers at pounds per cubic yard of concrete NOMN N OUKPN P Provide minimum reinforcement as noted below in all housekeeping pads supporting mechanical equipment unless specified otherwise on the drawings "oc each way NON L OV einforcing steel coverage should conform to the requirements specified in "lasses of oncrete Matrix on sheets unless noted otherwise on the drawings over specified shall be considered minimums that may require increasing where reinforcing steel intersects for different member types over in structural members not specified in the details shall conform to the requirements of 8 unless specified otherwise on the drawings he reinforcing steel detailer shall adjust reinforcing steel cage sizes at intersecting structural members as required to allow clearance for intersecting reinforcing bar layers with minimum specified cover PL N NON L plice Location nd ype or Unscheduled eams, labs nd Walls a eams and labs Unscheduled beams and slabs, including grade beams, shall have continuous top bars lapped at midspan between supports with a lass tension splice ottom bars shall be lapped at the supports with a lass tension splice b asement Walls Vertical bars placed on the dirt face side shall be lapped at midspan between supports with a lass tension splice Vertical bars placed opposite the dirt face side shall be lapped at the supports with a lass tension splice orizontal bars shall have a lass tension splice P V - UUL L ML ot olled tructural Members ll hot rolled steel plates, shapes, sheet piling, and bars shall be new steel conforming to M pecification M pecification and rade learly mark the grade of steel on each piece, with a distinguishing mark visible from floor surfaces, for the purpose of field inspection of proper grade of steel Unless noted otherwise on the drawings, structural steel shall be as follows: a W- and W-hapes ll W- and W-shapes shall conform to M 99 (M 7 rade is acceptable as a substitute for 99) unless noted otherwise on the drawings b M- and -hapes ll M- and -shapes shall conform to M unless noted otherwise on the drawings c L-hapes ll L-shapes shall conform to M unless noted otherwise on the drawings d ound ll round shall conform to M, rade (y= ksi) unless noted otherwise on the drawings e ectangular ll rectangular shall conform to M, rade (y= ksi) unless noted otherwise on the drawings f teel Pipes ll pipes shall conform to M (ypes or ), rade unless noted otherwise on the drawings g ase Plates ll base plates shall conform to M unless noted otherwise on the drawings h dge ngles, ent Plates, ngle angers, and ngle Kickers ll angles and bent plates shall conform to M i onnection Material ) ll connection material, except as noted otherwise herein or on the drawings, including bearing plates, gusset plates, stiffener plates, filler plates, angles, etc shall conform to M unless a higher grade of steel is required by strength and provided the resulting sizes are compatible with the connected members j Other teel ny other steel not indicated otherwise shall conform to M 99 or M 7, rade, except plates and angles that shall be M ONNON onnection details not completely detailed on the drawings including material grade and sizes, weld sizes, and number of bolts shall be designed by the ontractor per the specifications onceptual connection details with the required member design forces are shown on the drawings and are applicable to all connections not designed and fully detailed on the drawings he conceptual details are provided only to indicate the connection type required and may not fully represent the complexity of the connection as required by the final connection design for the forces they must resist dditional connection elements may not be specifically shown in the conceptual details but may be required by the final connection design, such as stiffener plates, doubler plates, supplement/ reinforcing plates or other connection material he fabricator is responsible for engaging the services of a connection specialty engineer to prepare a final connection design for submission that meets the requirements of the conceptual connection details and resists the indicated design forces efer to the specifications for additional requirements eactions noted on the plans are based on factored loads and are intended for use with the Load and esistance actor design method UUL OL N N olts ll bolts in structural connections shall conform to M ype, unless indicated otherwise on the drawings WLN Unless noted otherwise, electrodes for welding shall conform to 7XX (MW), 7XX-XXX (W), 7 (MW), or 7X-X (W) Weathering steel electrodes shall conform to able of the N/W Manual NO O Unless indicated otherwise on the drawings, anchor rods shall conform to M rade (with upplementary equirement ) and the size shall be /" diameter and shall embed into the concrete foundation a distance of -" with a heavy hex nut at the embedded end trike bolt threads at the embedded end at two places below the nut OU rout below structural steel base plates shall be non-metallic, non-shrink grout with a minimum strength of psi when bearing on psi concrete or less, a strength of 8 psi when bearing on concrete between and psi, and, unless noted otherwise on the drawings, a strength of 8 psi when bearing on concrete greater than psi OPN W L JO (i) N JO ON N ON nd upports and nd nchorage a Provide standard depth of bearing for all joists (i) and joist girders as shown below unless detailed otherwise on the drawings: () ll K eries - /" () ll L eries - " () L eries through chord size 7 - " () L eries for chord sizes 8 and 9-7 /" b Provide flat bearing for all joists (i) and joist girders, unless shown otherwise on drawings ncrease the depth of the seat on the high end of sloped joists as required to Provide clearance for the connection N ll Joists (i) and joist girders shall carry the design loads as specified in the J load tables as the minimum requirement dditionally, the joists (i) and joist girders shall be designed to carry any other load types and patterns as indicated on the drawings teel joists, joist girders, bridging, and their connections shall be designed for a net uplift as indicated on the structural drawings Joist girders shall be designed for the uplift concentrated loads shown on the drawing OMPO ONUON ll joists shall be erected without sweep Minimum top chord thickness of angles used in composite joist construction shall be as follows: tud iameterop hord hickness /" 7" /8" 8" /" " he minimum edge distance from the end of the joist span to the first shear stud shall be equal to the deck height plus four stud diameters or deck types without stiffening ribs, the studs shall be placed at the centerline of deck flutes or decks with stiffening ribs, the studs shall be placed on the side of the deck stiffening rib closest to the ends of the joist span O K chedule Location epth age ype alv ypical, UNO / coustical 9 Notes: N Narrow ib, ype ntermediate ib, ype W Wide ib, ype nch, eep eep, ype N Metal roof deck fastener and sidelap connections shall be such that the diaphragm shear capacity is a minimum of 7 PL P V - PL NPON he Owner s testing laboratory shall provide special inspection services in accordance with the nternational uilding ode for the following items teel onstruction a ll ield Welding b igh-trength olting c nspection of tructural teel, olting, Welding Material d Welding of tructural teel oncrete onstruction a olts nstalled in oncrete b oncrete Work c poxy olts d ormwork e einforcing teel Placement f Welding of einforcing teel Masonry onstruction a Masonry Work oils a Prepared arth ill oundations a Pier oundations b pread ooting prayed ire-esistant Materials a pray-pplied ire-esistive Materials MN PL NPON pecial inspection is required for the items listed above efer to pecification ection 9 for type and extent of each special inspection and each test he pecification also indicates whether continuous or periodic inspection is required for the items listed above additional information P X - UML UML L N UL he eneral ontractor shall prepare a detailed list and schedule of all submittal items to be sent to the tructural ngineer prior to the start of construction his list shall be updated and revised and kept current as the job progresses he submittal list shall be organized as shown below: hop rawings Manufacturer s Literature for Products, ssemblies, and ardware Products, ssemblies and ardware Product ertifications, Mill ertificates, and ffidavits esign alculations OP WN he eneral ontractor shall submit for ngineer review shop drawings for the following items: a old-ormed Metal raming used to support exterior cladding or as load bearing members (&) b oncrete Mix esigns () c onstruction Joint Locations in tructural loors, Walls, and labs on rade d levators () e Precast ollow ore Planks f mbedded tems (Plates, ngles, olts, etc) or tems ttached to the tructural rame for uilding ladding ttachment or for ttachment of Other tems () g xterior Window Wall ystem (&, ) h ormwork i Mechanical, lectrical, Plumbing Openings in lat labs j Miscellaneous teel k Penetrations in eams and Joists l einforcing teel m oof teel eck n oof op nchorages o teel Joists p teel tairs (&) q tructural teel, hop and rection rawings (&) r urvey of tructural teel rection (&) Notes: (&) tems marked thus shall have shop drawings sealed by a registered engineer in the state where the project is located per the project specifications () tems marked thus shall be submitted to ngineer for record only and will not have the ngineer's shop drawing stamp affixed () tems marked thus shall be submitted to the Owner s esting gency for their review (O) tems marked thus shall be submitted to the onstruction eotechnical ngineer for their review ll shop drawings must be reviewed and stamped by the eneral ontractor prior to submittal ontractor shall submit three sets of prints for all shop drawings specified to be returned by the ngineer he omission from the shop drawings of any materials required by the ontract ocuments to be furnished shall not relieve the ontractor of the responsibility of furnishing and installing such materials, regardless of whether the shop drawings have been reviewed and approved MNUU LU ubmit two copies of manufacturers literature for all materials and products used in construction on the project N LULON he eneral ontractor shall submit for ngineer review two sets of design calculations sealed by a registered engineer in the state where the project is located for the following items: old-ormed Metal raming used to support exterior cladding or as load bearing members levators () oof op quipment nchorages () teel Joists teel tairs tructural teel onnections tems marked thus () shall be submitted for Owner's record only POUON he use of electronic files or reproductions of these contract documents by any contractor, subcontractor, erector, fabricator, or material supplier in lieu of preparation of shop drawings signifies their acceptance of all information shown hereon as correct, and obligates themselves to any job expense, real or implied, arising due to any errors that may occur hereon PK PO ouston, X P X irm: -8 UUL NON O NN ugusta, uite 8 ouston, X 777 Phone: (7) -8 MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) UO/VUL NL N OUP () Kyle, X 78 Phone: () - NOLOY LLY ZMMMN NN, N lores, te an ntonio, X 78 Phone: () 7- OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - V PLY VLOPMN N LOY NOVON KY PLN VON PO L X &M UNVY L PMN O N NL LN PLN X K LN O N N POJ NUM 88 OUON OLL ON, X 778 enderson ogers tructural ngineers, LL P irm egistration No 87 //9 X &M UNVY PKcom U PK - 87P 8 - January, 9 No escription ate U O ONUON NL NO

15 NL UUL NO P X - MLLNOU P X - WN NPON ON OUMN t is the responsibility of the eneral ontractor to obtain all ontract ocuments and latest addenda and to submit such documents to all subcontractors and material suppliers prior tothe submittal of shop drawings, fabrication of any structural members, and erection in the field he contract structural drawings and specifications represent the finished structure, and,except where specifically shown, do not indicate the method or means of construction heontractor shall supervise and direct the work and shall be solely responsible for all construction means, methods, procedures, techniques, and sequence Openings through floors, roofs, and walls for ducts, piping, and/or conduit shall be coordinated by the contractor ontractor shall verify sizes and locations of holes and openings with the Mechanical, lectrical, Plumbing, and ire Protection drawings and the respective subcontractors efer to drawings other than tructural for complete information including: ypes of floor slab finishes and their locations, floor slab depressions and curbs, openings in structural walls,roofs and floors required by rchitectural and MP features, stairs, ramps, etc Where member locations are not specifically dimensioned, members are either located on columns lines or are equally spaced between located members f certain features are not fully shown or specified on the drawings or in the specifications, their construction shall be of the same character as shown or specified in similar conditions WN ONL he eneral ontractor shall compare the rchitectural and tructural drawings and report any discrepancy between each set of drawings and within each set of drawings to the rchitect and ngineer prior to the fabrication and installation of any structural members WN VW LL YPL Partial plans, elevations, sections, details, or schedules labeled with ypical at the beginning of their title shall apply to all situations occurring on the project that are the same or similar to those specifically shown he applicability of the content of these views to locations on the plan can be determined from the title of the views uch views shall apply whether or not they are keyed in at each location ecisions regarding applicability of these ypical views shall be determined by the tructural ngineer ON U LL P MNMUM OMPV N (f'c), P Y L ON MX ON YP XPOU L MXMUM W/M O PML ONN QU MN PLMN NW N/ N/ -7% NON L OV OPPN L, LL O, P 8 Y NW N/ -% " NO: LL ON LL ON O N XPOU L,, P, N ON O 8-8 UNL NO OW N L OV, N NO LOW, O LW ON UUL WN ON NO OV O ON PLN O N XPOU L,,,,,, P,, O LL POPOON O OMPLY W 8-8 L,, N N ON O NOON N L OV N QUMN LL OVN O PON O O QUMN O VOU XPOU L LV O MN YP, NNMN QUMN, LO ON LM, N POZZOLN LM W N N "ONL MK" OLUMN L OV, ON LL POPOON O MXMUM LLOWL UN NK % MU 8 Y UN N LM W MN Y M 7, UN O " PK PO ouston, X P X irm: -8 UUL NON O NN ugusta, uite 8 ouston, X 777 Phone: (7) -8 MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) UO/VUL NL N OUP () Kyle, X 78 Phone: () - NOLOY LLY ZMMMN NN, N lores, te an ntonio, X 78 Phone: () 7- PKcom OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - ONL N UUL QUMN Where conflict exists among the various parts of the structural contract documents, structural drawings, general notes, and specifications, the strictest requirements, as indicated by the ngineer, shall govern XN ONON he eneral ontractor shall verify all dimensions and conditions of the existing building at the job site and report any discrepancies from assumed conditions shown on the drawings to the rchitect and ngineer prior to the fabrication and erection of any members Work shown on the drawings is New, unless noted as xisting xisting construction shown on the drawings was obtained from existing construction documents and limited site observation hese drawings of existing construction are available for contractor use owever, the available drawings of existing construction are not necessarily complete he contractor shall field verify all pertinent information emolition, cutting, drilling, etc of existing work shall be performed with great care so as not to jeopardize the structural integrity of the existing building f any architectural, structural, or MP members not designated for removal interfere with the new work, the rchitect shall be notified immediately and approval obtained prior to removal of those members he contractor shall safely shore existing construction wherever existing supports are removed to allow the installation of new work ll shoring methods and sequencing of demolition shall be the responsibility of the contractor and his engineer he contractor shall verify the location of existing utilities prior to the start of construction and take care to protect existing utilities that are to remain in service 7 he contractor shall repair all damage caused during construction with similar materials and workmanship to restore conditions to levels acceptable to the rchitect V PLY VLOPMN N LOY NOVON X &M UNVY L PMN 88 OUON OLL ON, X 778 JN ULN N POPY he eneral ontractor shall ensure that all construction methods used will not cause damage to the adjacent buildings and property his shall include all foundation installation he eneral ontractor is advised to perform all photographic surveys and other documentation of the adjacent buildings before the start of and during construction PONLY ONO O LY UU UN ONUON :\Users\harryt\ocuments\evit 7 Local iles\mu-avis-p_entral_7_harrytrvt WN Y: M K Y: //9 :7: PM ll structural elements of the project have been designed by the tructural ngineer to resist the required code vertical and lateral forces that could occur in the final completed structure only t is the responsibility of the ontractor to provide all required bracing during construction to maintain the stability and safety of all structural elements during the construction process until the lateral-load resisting or stability-providing system is completely installed and the structure is completely tied together PONLY ONO O ONUON LO he structure has been designed for the loads identified within these structural drawings that are anticipated to be applied to the final structure once completed and occupied he ontractor shall not overload the structure during construction he ontractor shall be responsible for checking the adequacy of the structure to support any applied construction loads, including those due to construction vehicles or equipment, material handling or storage, shoring or reshoring, or any other construction activity he ontractor shall submit calculations signed and sealed by an engineer licensed in the state where the project is located verifying the adequacy of the structure for any proposed construction loads that are in excess of the stated design loads he tructural ngineer is not responsible to design or check the structure for loads applied to the structure for any construction activity ONO UUON ny materials or products submitted for approval that are different from the material or products specified in the structural contract documents will be approved only if the following criteria are satisfied: cost savings to the Owner is documented and submitted with the request he material or product has been approved by the nternational ode ouncil () and the report is submitted with the request ubmittals not satisfying the above criteria will not be considered UUL NN OL UN ONUON he ngineer shall not have control nor charge of, and shall not be responsible for, construction means, methods, techniques, sequences, or procedures, for safety precautions and programs in connection with the work, for the acts or omission of the ontractor, ubcontractor, or any other persons performing any of the work, or for the failure of any of them to carry out the work in accordance with the contract documents Periodic site observation by field representatives of Walter P Moore and ssociates is solely for the purpose of becoming generally familiar with the progress and quality of the Work completed and determining, in general, if the Work observed is being performed in a manner indicating that the Work, when fully completed, will be in accordance with the structural contract documents his limited site observation should not be construed as exhaustive or continuous to check the quality or quantity of the work, but rather periodic in an effort to guard the Owner against defects or deficiencies in the work of the ontractor J MNNN MN ll structures require periodic maintenance to extend lifespan and to ensure structural integrity from exposure to the environment planned program of maintenance shall be established bythe building owner his program shall include such items such as but not limited to painting of structural steel, protective coating for concrete, sealants, caulked joints, expansion joints, control joints, spalls and cracks in concrete, and pressure washing of exposed structural elements exposed to a salt environment or other harsh chemicals KY PLN VON PO L O N NL LN PLN enderson ogers tructural ngineers, LL P irm egistration No 87 X K LN O N N //9 X &M UNVY POJ NUM U PK - 87P 8 - January, 9 No escription ate U O ONUON NL NO

16 M 8 X 8 X XJ XK XL '-8" 7'-" 7'-" '-" '-" '-" '-" '-" 8 X PK PO ouston, X P X irm: -8 UUL NON O NN ugusta, uite 8 ouston, X 777 Phone: (7) -8 PKcom N M '-" '-" '-" '-" '-" MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) UO/VUL NL N OUP () Kyle, X 78 Phone: () - NOLOY LLY ZMMMN NN, N lores, te an ntonio, X 78 Phone: () 7- OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - V PLY VLOPMN N LOY NOVON X &M UNVY L PMN 88 OUON OLL ON, X 778 '-" :\Users\harryt\ocuments\evit 7 Local iles\mu-avis-p_entral_7_harrytrvt WN Y: M K Y: //9 ::8 PM NOVON PLN LVL /8" = '-" '-" '-" '-" KY PLN VON PO L O N NL LN PLN enderson ogers tructural ngineers, LL P irm egistration No 87 X K LN O N N //9 X &M UNVY POJ NUM U PK - 87P 8 - January, 9 No escription ate U O ONUON NOVON PLN LVL

17 XN UU, 7'-8" '-" Wx9 "Ø Wx9 "Ø '-" '-" Wx9 Wx9 7'-" "Ø "Ø 7'-" XN UU, PK PO ouston, X P X irm: -8 UUL NON O NN ugusta, uite 8 ouston, X 777 Phone: (7) -8 MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) UO/VUL NL N OUP () Kyle, X 78 Phone: () - NOLOY LLY ZMMMN NN, N lores, te an ntonio, X 78 Phone: () 7- PKcom OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - :\Users\harryt\ocuments\evit 7 Local iles\mu-avis-p_entral_7_harrytrvt WN Y: uthor K Y: hecker //9 :: PM NOPY PLN LVL (LN #) /8" = '-" O PLN NO: '- /" XN UU, '- /" '- 7/8" Wx '-" '-" O Wx NO Wx 9'-" W8x Wx9 Wx '-" '-" '-" '-" '-" '- /8" PLN O OOM O K LVON UNL NO OW O K LL " P, YP ML K NL NO O K POP N MN NOPY O PLN (LN #) /8" = '-" '-" '-" W NOPY PLN LVL (LN #) /8" = '-" '-" '-" '-" '-" '-" '- /" Wx O PLN NO: W8x NO W8x '- /" '- /" '-" O '-" '-" Wx '-" '-" '-" XN UU, PLN O OOM O K LVON UNL NO OW O K LL " P, YP ML K NL NO O K POP N MN W NOPY O PLN (LN #) /8" = '-" V PLY VLOPMN N LOY NOVON KY PLN VON PO L X &M UNVY L PMN O N NL LN PLN X K LN O N N POJ NUM 88 OUON OLL ON, X 778 enderson ogers tructural ngineers, LL P irm egistration No 87 //9 X &M UNVY U PK - 87P 8 - January, 9 No escription ate U O ONUON LN & - NOPY LOO N O PLN

18 X8 8 X XJ XK XL '-7" /" '-7" PL PLN /" = '-" O NW NY OLLOW O PLNK PNL (" W) OLLOW O PLNK PNL (" W) '-9" '-" OLLOW O PLNK PNL (8" W) 9 /" '-9" '- 7/8" '- /" '- /" '- /" xx/ '-" 9 /" '-9" 9/" '-" WP " OU "Ø x7" P ( PL) " OU "Ø x7" P ( PL) '-9" '- 7/8" /8" NO: U PLO OL O NU OL WLL O OU PLNK VO N M P NON OP WN O YPL LYOU OON LOON N Z W OWN P ONO /" xx/ 7'-" Wx9 '-" '-" '-" '-" 7'-" '- 7/8" "Ø X " PV M Wx9 '-" "Ø '-" 7'- /8" 9'-" '-" () #9 OWL O NW M NO XN P () OP N () O QU NW M O XN P '-" '-" NO XN UU, N 8'- /8" '-" XN UU, '-" 8" W X " P M W ()#' OP N OOM N # " O MX '-" O L XN M N PL P '-" NW W8x YP, UNO "Ø "Ø "Ø "Ø "Ø "Ø 8'- /" "Ø " W X " P M W ()#8' OP N OOM N # " O MX, YP UNO "Ø "Ø "Ø "Ø "Ø '-" /8" 8'- /8" '-" '-" '-" '-9 /8" '-" '-" '-" 8 9 '-" '-" 7 '- /" " '-7 /" " J " '-" XN M N PL P '-" '-" '-" X PK PO ouston, X P X irm: -8 UUL NON O NN ugusta, uite 8 ouston, X 777 Phone: (7) -8 MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) UO/VUL NL N OUP () Kyle, X 78 Phone: () - NOLOY LLY ZMMMN NN, N lores, te an ntonio, X 78 Phone: () 7- OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - V PLY VLOPMN N LOY NOVON X &M UNVY L PMN 88 OUON OLL ON, X 778 PKcom 7'-" 7'-" 7'-8" '-" :\Users\harryt\ocuments\evit 7 Local iles\mu-avis-p_entral_7_harrytrvt WN Y: M K Y: //9 :7: PM NY /" = '-" 8 NOVON PLN LVL /8" = '-" OUNON PLN NO: VL WN LVON xxx' = UM LVON x'-x" PLN O OP L LVON UNL NO OW ON PLN, OP P LVON O (-)x'-x" LV O UM LVON UNL NO OW ON PLN, 8" K L W #@" O OP & O N PN ON N 8" O N NV ON POV -#x'-" ONL L NOMN LL -NN ON P LL N LOW ULN OLUMN UNL NO OW 7 NO OLUMN X, P LL N LOW M O PLN UNL NO OW 8 xx WN O OUNON L 9 xx WN O UUL OUNON MN L PLN O OLUMN Z xx WN O L LVON, NO N YPL L VY Z N XN LL K L OWN ON PLN O L W UL WN O UL WN O XN N MNON O P L, LOP, U, N N O YPL L O NOMN QUMN O MNL, LL, N PLUMN WN O L PNON N UNOUN UL O YPL L O ONL NOMN QUMN ONO O L VY LL XN ONON N MNON NY N UUL NN NY PN ONO O VY LL L MNON W UL WN PO O ONUON OUNON LN: X'-XX" O L W8x LVON LV O UM LV '-" NO L P L PON / N N L KN O XMPL NO OLUMN Z PL MK O M NON O LVON ONNUN OV N Y LN KY PLN VON PO L O N NL LN PLN enderson ogers tructural ngineers, LL P irm egistration No 87 X K LN O N N //9 X &M UNVY POJ NUM U PK - 87P 8 - January, 9 No escription ate U O ONUON NL PLN - OUNON

19 X8 8 X XJ XK XL 7'- /8" '-" '-" M W8x '-" '-" '-" '-" '-" Wx '-9 /" O K Wx9 Wx9 Wx9 Wx9 Wx NO x8x/8 (LO) Wx '-9 /" O K '- /" '- /" '- /" Wx Wx9 Wx9 Wx NO Wx '- /" '- /" M Wx9 Wx M LOP XN UU, Wx Wx9 M Wx9 M Wx9 '-9 /" O K '-9 /" '-9 /" '-9 /" '-9 /" LOP Wx Wx Wx '-/" '-/" Wx9 Wx M Wx9 M Wx '-9 /" O K '-" '-" '-" Wx9 Wx " '- /" O K X PK PO ouston, X P X irm: -8 UUL NON O NN ugusta, uite 8 ouston, X 777 Phone: (7) -8 MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) UO/VUL NL N OUP () Kyle, X 78 Phone: () - NOLOY LLY ZMMMN NN, N lores, te an ntonio, X 78 Phone: () 7- PKcom OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - XN UU, M M V PLY VLOPMN N LOY NOVON X &M UNVY L PMN 88 OUON OLL ON, X 778 :\Users\harryt\ocuments\evit 7 Local iles\mu-avis-p_entral_7_harrytrvt WN Y: M K Y: //9 :7: PM NOVON PLN /8" = '-" O PLN NO: PLN O OOM O K LVON UNL NO OW O K LL " P, YP OUL ML K NL NO O K POP N MN O K UPPO Y L JO N M N LL MNMUM WO-PN ONNUOU NO NL PN LLOW WOU WN PPOVL OM NN--O UNL NO OW POV ONNUOU /" N PL LL O N OPNN L O L W N LL L PMNNLY XPO O XO O PMNNLY N UNONON P LL O-PP LVNZ M N ON N MOMN OWN ON PLN O LO N NN O U W LO N N O N UNL NO OW MNMUM O ON LL KP O UNL NO OW MOMN ONNON W OWN ON PLN LL N O KP- O MOMN 7 UNL NO OW OOM LN LL O M '-" ON N MXMUM LL L /x /x/ L x/-xxx O ONNON 8 xx WN O L YPL L 9 xx WN O O MN ON N L PLN O OLUMN N PL Z xx WN O L LVON, NO N YPL L ONO O VY LL PM NL MNON W UL WN PO O ONUON O MNL, LL, N PLUMN WN O PNON NO OWN O YPL L O ONL L QUMN OPNN NL NO, YPL L N POJ PON O ONL NOMON MN LN: X'-XX" O K Mu = XX Vu = XX K PN OOM K LVON LV O UM LVON '-" NO MOMN ONNON NO O MOMN NO O ON K PN (XMPL) M NON O LVON ONNUN OV N Y LN OV M ONNUN LOW N Y LN LOW M KY PLN VON PO L O N NL LN PLN enderson ogers tructural ngineers, LL P irm egistration No 87 X K LN O N N //9 X &M UNVY POJ NUM U PK - 87P 8 - January, 9 No escription ate U O ONUON NL PLN - O

20 7 7 O "L" O L OV QUMN OP = /" = /" = /" /N = /" = " = " OP = /" = /" = " OOM = /" = " = " " OP (# N L) " -OM /N /" OP (# N MLL) " OP (# N L) NO: ON PL N NON L ONUON M N POV O LN YPL L ON OV ONLY O UUL PLN N L O LL O NOMON LL OV OWN L OM OUMO U NON L O LO OU U ON, NLUN VL, P OOV, O UON W OV N UNON Z, L LL JU LOON NV NON L QU U L OV M O O NV N LONUNL L PK PO ouston, X P X irm: -8 UUL NON O NN ugusta, uite 8 ouston, X 777 Phone: (7) -8 MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) PKcom /N = /" = /" = /" OOM = /" = /" = /" " O-OM /N " O-OM /N " - OM /N UO/VUL NL N OUP () Kyle, X 78 Phone: () - M N L " OOM NOLOY LLY ZMMMN NN, N lores, te an ntonio, X 78 Phone: () 7- OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - :\Users\harryt\ocuments\evit 7 Local iles\mu-avis-p_entral_7_harrytrvt WN Y: M K Y: //9 :7:7 PM db O #, #7, #8 db O #, #, # LN MNON OOK LN MNON O db 9 OOK db O OOK db O #8 N MLL 9 OOK 9 OOK YON Z # # # OOK OOK ON ONON - UP O 9 OOK UP N OOK (N) / / 9 OOK YON OOK O 9 OOK O (N) / = N M N OOK OOK O (N) NO NO NO " 7 NO NO 8 NO NO: LL OOK LL QU Y O "YPL UP N OOK YP" OP P O LO UP, 9,, N 7 LL PL U OOK N NO ON ONN Y L POV OP P O OPN UP,,, N 9 O M UL UP Z 8" " YPL L ON OV O NON L -N-PL LV MN NO L / / YPL UP N OOK YP NO L L " " " " " " 7 " " YPL UP YP NO L 9 " 8 " " " 9 NO NO Z # # # # #7 #8 #9 # # # #8 VLOPMN LN N OOK N NON f'c= P Lhb 7 Lhb NOMN, NOMLW ON f'c= P Lhb 7 Lhb f'c= P Lhb 7 Lhb OU - - f'c= P Lhb 7 Lhb OU NO: Ldh = VLOPMN LN N OOK N NON (N) Ldh = Lhb UNL ONON NO Ldh = 7Lhb O # N MLL WN OV (NOML O PLN OOK) NO L N / N N O 9 OOK OV ON XNON YON OOK NO L N N OOK NO ON V O VLOPN N OMPON Ldh LL MULPL Y O POXY-O OOK NON 9 O PPOV OL N - UM PPOXMLY '-" LOW XN NUL (UNL NO OW ON PLN) O N PUPO f'c=7 P Lhb 7 Lhb YPL VLOPMN LN N OOK N NON NO L UL LP LN UL LP LN U #@" UNL NO OW N UL OOM OON " OP P " " " " P NO: O PON O ONL (LL P) QUMN f'c=8 P Lhb 7 Lhb Z # # # # #7 #8 #9 # # # #8 OWL O M P VL NON POV 9 LOON # " OUN OWL ONL OP # " OUN OWL M (N) WLL VL NON VLOPMN N LP PL LN NOMN, NOMLW ON Z # # # #7 #8 #9 LP L f'c = P f'c = P f'c = P f'c = P O O O O O O O O Y Y Y Y Y Y Y Y NO: LL PL LN N N L LL U O WLL VL ONLY O O VLOPMN LN L O WLL OZONL N O MM NON VLOPMN LN (Ld) QUL O "L " LP PL LN O MNN OY, "db" N M L N PL "OY " LP LN LL U WN L PN WN PL QUL O O N db "OY " LP LN LL U WN L PN WN PL L N db N N db 7 WN L PN WN PL QUL O O L N db, PL LL O NO MO N % PL NY VN LOON O "YPL L PN LP PL, PL" O O MN L PN "" O PL 8 O POXY-O, MULPLY UL PL LN Y 9 WN LP PLN N Z, LP LN MN Y MLL U MY NO L N "L " PL LN L 8 YPL L ON OV O NON L N M NO L YPL WLL VL NON VLOPMN N LP PL LN LL P NOMN UL M (N) VL NOMN # #@" N OOK " OV " OV 9 N OOK L LP, 8 " OV P QULLY O MO PLMN PLN NO: POV VL L OWN N UL ON Z U NL ONO O OON UL Z O U W LL N NON L UPPL N LLY N ON OON NOMN OP WN PO O UML YPL LL P LL P NOMN UL NO L NO L NO L L NON VLOPMN N LP PL LN NOMN, NOMLW ON Z # # # # #7 #8 #9 LP L f'c = P f'c = P f'c = P OOM O OOM NO: LL PL LN N N L LL U O L ONLY O O VLOPMN LN L O O MM NON VLOPMN LN (Ld) QUL O "L " LP PL LN OOM N NY O NO V MO N " ON LOW O NLU OP N LL O V MO N " ON LOW O OP NOMN N L " K O L, UL PL LN O OOM LL U O POXY-O, MULPLY UL PL LN OOM Y N UL PL LN O Y 7 WN LP PLN N Z, LP LN MN Y MLL U MY NO L N "L " PL LN L Z # # # # #7 #8 #9 # # 7 LP L YPL L ON OV O NON L N PLN/PL NO L O OOM O YPL L NON VLOPMN N LP PL LN NO L M N NON VLOPMN N LP PL LN NOMN, NOMLW ON f'c = P f'c = P f'c = P f'c = P f'c = 7 P f'c = 8 P OOM O OOM O OOM O OOM O OOM NO O YPL L ON OV O NON L NO L O OOM OP " OP " OOM /N /" (# N MLL) " (# N L) O VPO YPL L ON OV O NON L N L-ON- NO L YPL M N NON VLOPMN N LP PL LN NO L NO: LL PL LN N N L LL U O M N ONLY O O VLOPMN LN L O O MM NON VLOPMN LN (Ld) QUL O UL "L " LP PL LN OOM N NY O NO V MO N " ON LOW O NLU OP,, N LL O V MO N " ON LOW O POXY-O, MULPLY UL PL LN OOM Y N UL PL LN O Y 7 WN LP PLN N Z, LP LN MN Y MLL U MY NO L N "L " PL LN L V PLY VLOPMN N LOY NOVON KY PLN VON PO L X &M UNVY L PMN O N NL LN PLN X K LN O N N POJ NUM 88 OUON OLL ON, X 778 enderson ogers tructural ngineers, LL P irm egistration No 87 //9 X &M UNVY U PK - 87P 8 - January, 9 No escription ate U O ONUON YPL OUNON L

21 VL ONUON JON POV () ONL UP ONUON JON UPPO L OON N ONUON JON " " YP PL YP PL UL O L M NON <= <= " L POV N 9 N OOK O OP L N OP L UPPO M <= <= " " POV ON OP N OOM POV ON O LY M NON P " " MX '-" MN PL UL PL Z N MK PL YP KN x W NO xln (X) (Y) OL /"x"x'-" /" /" /"x"x'-" /" /" N W O ON _ " OU (YP) /"Ø NO OL K WL YP '' NO OL L " " MX '-" MN N W MK O ON _ " OU (YP) "Ø NO OL K WL YP '' NO OL L LN Y Y L W X X L PL YP '' PLN O OLUMN Z PK PO ouston, X P X irm: -8 UUL NON O NN ugusta, uite 8 ouston, X 777 Phone: (7) -8 MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) UO/VUL NL N OUP () Kyle, X 78 Phone: () - NOLOY LLY ZMMMN NN, N lores, te an ntonio, X 78 Phone: () 7- PKcom OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - NO: NOML M NOMN LL ONNUOU OU ONUON JON NO: M LL POU MONOLLLY NON O YPL M ONUON JON L O PL ONUON JON LOON NO: M LL POU MONOLLLY OUN ON O YPL M ONUON JON L O PL ONUON JON LOON :\Users\harryt\ocuments\evit 7 Local iles\mu-avis-p_entral_7_harrytrvt WN Y: M K Y: //9 :7: PM VL LV YPL M ONUON JON LN L NO L UL M W, " MNMUM L " MNMUM / / / POV ON ONL UP ON LV (NO UL) '-" YPL PLN OLUM N ONL NOMN, O ON UL M NOMN OLUMN LOW M O LOW YPL VL PNON N ON M NO L UL M P, / / / NO: NL ONO LL OON QU M LV W MNL, LL, N PLUMN ONO QU LV MY O MY NO OWN ON UUL WN NL ONO LL UM PLN OWN LYOU LL LV W OMWOK OP WN UML LV LL LO WN ML UL M W ONNUOU M NOMN MY LLY PL (" MXMUM) O JN UNL ( UNL MXMUM) O L LV NLLON O NO U,, O N NOMN LV OUN ON OPPO OLUMN MU N LN OU M LV MY NO X % UL W M OU W MU P ONO LL ON NN O WN LV Z O LOON O NO M OV ONON 7 UL M UP NO OWN O LY VL LV UL M P ONNU ON OM UPPO PLN/P, O O L O NOMN YPL M "" NON OP PLMN M (PLN VW) NO L O PLN OP L O PLN OP M OP PLN/ P (NO ) ON UL M OP NOMN POV ONL -# ON M N ON LV, XN '-" MNMUM WY P LV UL M OOM NOMN OM VO N L W ONNUOU ON OM ON OM, O "YPL M VO W ON OM" NO: W M UNQUL P M NO M UPPO, OP UPPO LL OOM P M POU LLOW M OWN ONO UPPO YPL NO M ON ON PLN/P NO L M P, 8 / PNON / YPL M NON L PL ON (PLN VW) NO L MNMUM MNMUM O PLN OP L O PLN OP M OP PLN/ P (NO ) " ONL NOMN PNON, O NO 8 O NO 9 OUN PNON " YPL /" L '-" MNMUM YPL PNON W, O NO UL M P PLN M OP N OOM NOMN ONL NOMN PNON, O NO 8 LVON OM VO N L W ONNUOU ON OM UL M W POV -# OWL ON M M '-" NO PLN/P PLN/P, O O L O NOMN NO: W M UNQUL P M NO M UPPO, OP UPPO LL OOM P M POU LLOW M OWN ONO UPPO ONO' OPON, XN PLN VL NOMN NO M WOU PL (N LU OWL) WN M QU O NU " MNMUM L OV LL OUN " POV () ONL UP PNON O M UL M UP O NO 9 QU O NUL PNON " YPL /" L '-" MNMUM YPL PNON W, O NO YPL OZONL PNON N ON M NO L YPL NO M ON ON PLN/P (L ON ON OM) NO L / / MNMUM MNMUM OOM M PNON NO: NL ONO LL OON LOON, Z, N LVON N NLU N ON P LL QU OZONL PNON OU ON M W OWN ON UUL WN O NO W M PNON QU U NO PLLY L ON UUL WN, ONO LL UM WN OWN MNON N LOON LL QU PNON O VW N PPOVL "" NO P M L PN WN PNON LL " MNMUM UNL NO OW Y UUL NN PNON LL LO ON O OLLOWN : a O M NO UPPON NN M LO PNON WN WO M MPN b O M UPPON NN M K W UUL NN PNON W MU NO X PNON, UNL NO OW ON UUL WN 7 O LOON N/O Z PNON NO ONOMN O OV N NO OW L ON UUL WN, ONO LL OON QU ONL NOMN W UUL NN 8 POV OLLOWN NOMN LV, UNL NO OW ON UUL WN: -# OP N OOM M W W L N 9" -# OP N OOM M W -L UP -# OP N OOM M W -L UP "N"-# OP N OOM M W "N"-L UP 9 POV ONL UP OV N LOW PNON PN NO O X ON UL UP PN, UNL L OW ON UUL WN UL M UP NO OWN O LY UL M P UL M W ONNUOU VO OM Y WX OV ON OM O ULL W M, O PON NO: O PON O ON OM YP N NLLON ON OM LL ONNUOU WN UPPON OUNON ONNU ON OM UPPON OUNON NL ONO LL UM POPO ON OM YP O PPOVL PO O U OLUMN PL N NO OL UL N L NO L YPL M VO W ON OM NO L UL M OP N OOM NOMN O NO ONNU ONUON JON M P / / / ONL OWL, U -#x'-" OP N OOM UNL QU OW Y NO O QUL " P QUL " " " " " ONUON JON LOON OM KY (OZONL) POV () ONL M UP ONUON JON N N ONL OWL (NO UL) NO: NL ONO LL UM ONUON JON LYOU OP WN O PPOVL MNMUM WO WK PO O POU ONUON JON LOON LL OON W NON L UPPL N O PL JON LOON OLLOW: a O M NO UPPON NN M: PL JON ML PN b O M UPPON NN M, K W UUL NN O JON LOON O N WN ML PN, ONO LL OON QU ONL NOMN W NN ON OP WN YPL M ONUON JON NO L O PLN OP L O PLN OP M OP UPPO YON (NO ) UL UP UL M P UL M W OM VO N L W ONNUOU ON OM UL NOMN ON OM, O "YPL M VO W ON OM" NO: W M UNQUL P M O M UPPO, OP UPPO LL OOM P M YPL NO M (L N M ON ON OM) NO L V PLY VLOPMN N LOY NOVON KY PLN VON PO L X &M UNVY L PMN O N NL LN PLN X K LN O N N POJ NUM 88 OUON OLL ON, X 778 enderson ogers tructural ngineers, LL P irm egistration No 87 //9 X &M UNVY U PK - 87P 8 - January, 9 No escription ate U O ONUON YPL OUNON L - M

22 O " " L X P ON OLLOW O PLNK, O ON O PL UU, X P ON OLLOW O PLNK, O ON " O MX (OZ) " O MX (V) W OP O PLN /" '- /" - L N, PLN PLN PLN O L " O MX (OZ) " O MX (V) W OP O PLN /" '- /" - L N, PLN PLN PLN O L NW L, PLN PLN O L " O MX (OZ) " O MX (V) W OP O /" '- /" - PK PO ouston, X P X irm: -8 UUL NON O NN ugusta, uite 8 ouston, X 777 Phone: (7) -8 MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) PKcom X MU L, P P, P, O P X WL P ( V), X WL P ( V), X MU L, X M J O U M W PLN M P PLN M W PLN M P PLN UO/VUL NL N OUP () Kyle, X 78 Phone: () - NOLOY LLY ZMMMN NN, N lores, te an ntonio, X 78 Phone: () 7- OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - :\Users\harryt\ocuments\evit 7 Local iles\mu-avis-p_entral_7_harrytrvt WN Y: M K Y: //9 :7: PM Ls L L O L O Ld WV O Ka O La O Ma O Mab " L YPL N NLV O JN UPPO L UPPO Ls L N a J K N Ka L N La M N P L N a Q N Qa L Ls Ld Ld WV L O O Lsb (Ld MNMUM) Lsb L UPPO ONNUOU N " L ONNUOU N " L YPL N NLV O JN UPPO L ONNON O NO ON P P (N WL P) /" = '-" Ld Ld Ld Ls L Ma, Mb, O Mab V L W X Y Z L L N a L L " L U " " Ld L L L O L O Ld WV " L YPL Ld O a Ld L L O a NO: O YPL PLMN NO OOM PL N L OLUMN P NO PM XO O NLV UPPO " " Ld Ld Ld O Lsb Ld O Lsb L " " a Ls Ls Lsb, PL LOON W JN M (NO ) O Qa Ls L O L O Ld WV L (Ld MNMUM) L (Ld MNMUM) L O L O Ld WV L O L O Ld WV O Mb O Mab Ls L O L O Ld WV Lsb PL O Q ONLY, PL JN (NO ) WV L UPPO WV WV OP PNL YPL PLMN M ON M N/O ON WY L/ON L L NO L Ld # O OM # O 9 X O L XN L, ON /" = '-" # O # O WY " '-" W OP O X M J O U ON /" = '-" OMPL JON ML ON /" = '-" '-" " M NON, PLN PL PLN /" " '- /" M W PLN L / O M OWN U NO NO PLN L OLUMN # PN L N, PLN M P PLN PLN PLN O L 8 O ON O P M P PLN LL P, PLN P N ON /" = '-" " OPPN '-" '-" PLN O L P OWL OUNON YPL L ON /" = '-" ON /" = '-" M P 8" L N, PLN '-" YPL M NON N P P OWL OUNON YPL L X P ON OLLOW O PLNK N P ON L P 7 ON /" = '-" P N LL P, PLN '-" P, '-" N O P P P, L ONNON O XO ON P P (N WL P) /" = '-" UL 8/ O OZONL PNON NOMON " PNON MX " PNON MX '-" YPL OP N OOM N, PLN PLN P O MN N L PP LOON YPL M NON N P PLN O L X OLUMN, '-" MN '-8" M O 8" O M " PVN, VL # ON, Q P M ONLY # ON, OP & O ON /" = '-" ON N O, *NO OOM ON UNOWN LL MN " LOW N 8" " OPPN " ON VO OM, YP X WL P ( V), X MU L, PLN "O YPL OOP L /" = '-" O PL UU, LOP /"/ft /" O ON V PLY VLOPMN N LOY NOVON KY PLN VON PO L X &M UNVY L PMN O N NL LN PLN X K LN O N N POJ NUM 88 OUON OLL ON, X 778 enderson ogers tructural ngineers, LL P irm egistration No 87 //9 X &M UNVY U PK - 87P 8 - January, 9 No escription ate U O ONUON OUNON L

23 NL PL, YPL NU-N OL ONNON UN OL N OZONL O-LO OL N PL, N Y OL O LO LL Y /N, YPL OP N NO M O NN N QU O UPPO ON NO: O PON O ONNON N POV PN ONNON OWN N MN NU L ONUON MNUL W PPLL OP WL ONNON O VLOP M ON, O PLN OLUMN N PL QU XN O OPPO LN OPPON MOMN ONNON PN +M WL O N LN O O W, YPL YPL O NO M WL O VLOP ON NO: LP-L OL ONNON UN OL N OZONL O-LO OL (N OL O' OPON) UNL NO OW N Y OL O LL Y ON, POPOON UN N OL VLU ON L "" U O PON O ONNON N POV PN ONNON OWN N MN NU L ONUON MNUL W PPLL WN M M ON ONLY ON OLUMN O WN M MOMN NNLY UNLN ( M + M >>), NN OLUMN W QU LL L WL: 7-8 (VN = -L ) OL N W ONNON LL NU N PO O WLN LN N ULLY N WLN LN +M ON N OL O N M-P ONNON Z PL O VLOP ON WL O VLOP ON NL PL MN ONNON KN NO N LP L OL O VLOP M ON NO NO: OL N W ONNON LL NU-N PO O WLN LN LP-L OL ONNON N W UN OL N OZONL O-LO OL UNL NO OW N Y OL O LL Y ON, POPOON UN N OL VLU ON L "" U O PON O ONNON N POV PN ONNON OWN N MN NU L ONUON L MNUL W PPLL MOMN OWN ON WN, PL PNON WL O VLOP MOMN N U N LU OMPL JON PNON WL O, WL LL QU O VLOP M LN O OMPU OLLOW: Pu = (Mu)/(9) W: Mu = N MOMN (KP-) = M P (N) Pu = M LN O (KP) YPL, O NO N LP L OL O VLOP M ON N OL M-P ONNON M (P M) (Pu) NL PL MN ONNON KN WL O VLOP ON M N QU O W PPLN WL W ON /" K x " W N PL MNMUM Z LL WL O MN NU L ONUON MNUL NO: OL N W ONNON LL NU-N PO O WLN LN N ULLY N WLN LN LP-L OL ONNON N W UN OL N OZONL O-LO OL UNL NO OW N Y OL O LL Y ON, POPOON UN N OL VLU ON L U O PON O ONNON N POV PN ONNON OWN N MN NU L ONUON MNUL W PPLL MOMN OWN ON WN, PL PNON WL O VLOP MOMN N U N LU OMPL JON PNON WL (Pu) NO ONNU: MOMN N ON WN: (Mu) (Pu) = (Mu) N (Pu) = 9 9 MOMN NO OWN: 9yZx (Pu) = 9yZx N (Pu) = 9 9 Pu = MNMUM (Pu) N (Pu) (KP) W: y = YL N M (K) Zx,Zx = PL MOULU M (N ), = P M (N) = NY (N) 7 WL LL N O VLOP OLLOWN O: a : V = Pu (KP) b MOMN: M = Pu x (KP-N) 8 LN KN N W W ON LL QUL O O L N P M 9 YL N W LL M P M W M LL NV O W PPLN N NO QU W ON W LL N O VLOP MOMN M N V N N NO 7 OV OLLOW: N M L= (N) 9y t s V L= (N) y t s W st = W M KN (N) L = W LN (N) L LL KN L VLU WO QUON OV U LL NO L N N PK PO ouston, X P X irm: -8 UUL NON O NN ugusta, uite 8 ouston, X 777 Phone: (7) -8 MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) UO/VUL NL N OUP () Kyle, X 78 Phone: () - NOLOY LLY ZMMMN NN, N lores, te an ntonio, X 78 Phone: () 7- PKcom OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - YPL M-O-M ONNON NO L L M, O PLN K PN Lxx/ O <= '-" Lxx/ (LLV) O '-" < <= '-" Lxx/ O <= '-" Lxx/ (LLV) O '-" < <= '-" YPL M-O-OLUMN LN MOMN ONNON NON M (M M P) N O UL WN O O ONUON O NO ON - NU-N OL ONNON W N OL, N Y OL O LO LL Y /N OUL NL YPL M-O-M MOMN ONNON M M NOMNL P N O NO OUL NL ON - YPL M-O-M MOMN ONNON M N P N MN WL X WL Z OM M N OUL NL, YPL OP WL ONNON O VLOP M ON, O PLN, YPL ON - O NO NU-N OL ONNON W N OL, N Y OL O LO LL Y /N OUL NL OP N NO M O NN N QU O UPPO ON V PLY VLOPMN N LOY NOVON X &M UNVY L PMN 88 OUON OLL ON, X 778 :\Users\harryt\ocuments\evit 7 Local iles\mu-avis-p_entral_7_harrytrvt WN Y: M K Y: //9 :7:8 PM L M, O PLN NO: OON OPNN Z N LOON W UL N MNL WN O K LL ONNUOU OV M OPNN O NO U OPNN UNL MMLY O Y N VY MN W NN W MNON X MXMUM MNON OWN N L O PON O OPNN W LON MNON " O L YPL M OPNN N O K NO L ON - M OP LN U N P VL L NL O L OP LN M LOK LN QU O ON LN ON NL N M QU NO: O PON O ONNON N O PLN O ONNON N ON POV PN ONNON OWN N MN NU L ONUON MNUL W PPLL OP WL ON O VLOP M ON, YPL 8 YPL ONNON OLUMN W NO L OP N NO M O NN N QU O UPPO ON NU-N OL ONNON UN OL N OZONL O-LO OL N NL, N Y OL O LO LL Y /N 7 ONO OPON VLLY ONNON ON OPPO O L ON O POV M ON P PLU LOW NL NO: O PON O ONNON N POV PN ONNON OWN N MN NU L ONUON MNUL W PPLL YPL M-O-M ONNON NO L OP LOO L O O MLY WL L K O U, O PLN O WL Z N PN PM OLLO NO: O PLN O L O M QUN OLLO /x /x/ O K JO xx/ (LV) O L N L JO JU NY O O JO P LVON ON - / - / - YPL PM OLLO ONNON L M N NO O PLN NO: O PON O ONNON N O PLN O ONNON N ON POV PN ONNON OWN N MN NU L ONUON MNUL W PPLL OP WL ONNON O VLOP M ON ( x WL Z UN OP) YPL ONNON OLUMN LN NO L WL L K O PL M O L /" /" /" KN /8" N PL ONNUOU LN- U L O V LOP YPL L LOPN L K UPPO ON O M W VL W N KY PLN VON PO L O N NL LN PLN enderson ogers tructural ngineers, LL P irm egistration No 87 X K LN O N N //9 X &M UNVY POJ NUM U PK - 87P 8 - January, 9 No escription ate U O ONUON YPL L MN L

24 - ML O K, PLN WLL N, O WLL PLN L / O M OWN U NO NO W M, PLN x8 (L), PLN O N, ML O K, PLN PLN O K XN UU, WLL N, O WLL PLN W M, PLN L / O M OWN U NO NO O N, ML O K, PLN PLN O K W M, PLN WLL N, O WLL PLN W M, PLN L / O M OWN U NO NO O N, ML O K, PLN PLN O K O K X O UU, O L VY PLN PLN O WLL L W M, PLN L / O M OWN U NO NO O N, ML O K, PLN PLN O K W M, PLN O K X O UU, ON Lxx/ PLN O WLL W M, PLN O N, ML O K, PLN PLN O K W M, PLN PK PO ouston, X P X irm: -8 UUL NON O NN ugusta, uite 8 ouston, X 777 Phone: (7) -8 MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) UO/VUL NL N OUP () Kyle, X 78 Phone: () - NOLOY LLY ZMMMN NN, N lores, te an ntonio, X 78 Phone: () 7- PKcom OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - LN, W M, PLN X M, M Y O X M, M Y O OO, ON /" = '-" ON /" = '-" ON /" = '-" ON /" = '-" ON /" = '-" /" ONNOU N PL x " O " / / V PLY VLOPMN N LOY NOVON X &M UNVY L PMN 88 OUON OLL ON, X 778 :\Users\harryt\ocuments\evit 7 Local iles\mu-avis-p_entral_7_harrytrvt WN Y: uthor K Y: hecker //9 :7:9 PM x MLY O U / WL ON /" = '-" W M, PLN NNL, PLN KY PLN VON PO L O N NL LN PLN enderson ogers tructural ngineers, LL P irm egistration No 87 X K LN O N N //9 X &M UNVY POJ NUM U PK - 87P 8 - January, 9 No escription ate U O ONUON O MN L

25 W LN OLUMN NO NON-NK OU NO O N Pv WL Pv LO N QU P P Ph Ph L M L OLUMN L M Ph Pv P W NO NO LO N QU WOK PON NO: OLUMN UL, PLN, O L O LVON PL YPL OLUMN PL L O ONL NOMON LVON N NO O O N ONNON N U PL N OLUMN Z QU O VLOP O W LN OLUMN NO NON- NK OU NO O L OLUMN N :\Users\harryt\ocuments\evit 7 Local iles\mu-avis-p_entral_7_harrytrvt WN Y: M K Y: //9 :7:9 PM L WL WL NO NO WOK PON NO: OLUMN UL, PLN, O L O LVON PL YPL OLUMN PL L O ONL NOMON LVON N NO O O N ONNON N U PL N OLUMN Z QU O VLOP O M ONNON OUNON NO L W L OLUMN M ONNON OUNON NO L L WL 9 WOK PON P Pv Ph WOK PON OUL NL OUL NL OUL NL WL L Pv Ph P LO N QU P Ph, YPL LO N QU Pv, YPL WL LO N QU WL NO: M LVON O MM Z N O, N "YPL M NO" O ONNON N WL WL M NO: ONNON N O O OWN ON M LVON LO N N O (L) N O O NO U O O N LM N O WN O QUK NON: P = O, NON O OMPON (KP) Pv = VL OMPONN O (KP) Ph = OZONL OMPONN O (KP) = OZONL N O (KP) OZONL O MU N OU OLUMN W "" NO OWN ON M LVON, UM "" QUL O ZO = M ON (KP) O M LVON O PLN W "" NO OWN ON WN, U MPL M ON QUL O ON- L UNOM LO PY OM "L UNOM LO ONN," MNUL, P O VN P, PN, N L O VON O NV V N, M PN LL KN ON L N WN OLUMN NO O "" N "" NO OZONL N VL OMPONN O NON MM NON MM V N POPOON UMN 8 PN O MM ONNON MOVN MO N PN O MM NY O ON LL NO W L PL NON PL LL XN LON MM LN YON N ONNON N WL O MN MM QU O VLOP NL N NON PL ONNON L ONNON L OWN ON WN NN PLN N PON, UNL PLLY NO OW, OP ONNON LL WL O OL N L ONNON LL OL O LL UM L POPO YPL ONNON O NN VW PO O PPON L OP WN LULON O LL UM ONNON N LULON N N L Y PONL NN N W POJ LO ONNON N N NL, OLLOW OMMNON N PP "N ONNON O VY ONUON," JOUNL, QU 98, VOL ONNON N LULON LL NLU U NO NLY LM O OLLOWN K M ONNON NO L M ONNON NO L YPL M NO NO L Pv Ph L M P P Ph L OLUMN WOK PON WL, YP NO NO, YPL Pv OUL NL WL Pv OUL NL NO: M LVON O MM Z N O, N "YPL M NO" O ONNON N M ONNON NO L /8" N PL O ONNON P Ph L /x /x/ M OOM LN, YPL L O ONNON O K O M ON - WL NO: LVON N NO O O N ONNON N U PL N M Z QU O VLOP O LO N QU WL a M O OLUMN ONNON ) "OUL NL " O OLUMN OL ONNON N OL O OMN "" N NON "" NLUN PYN ON U Y NN N OUNN L NL ) "OUL NL " O M W WL ONNON N -P "WL " O OMN "", NON "", N MOMN "M = x ", W "" N OM N NL ON OLUMN O NO -P WL ) "OUL NL " N OUL NL O "" N NON "" NL L KN LL QU O NN U Y PYN ON ) OLUMN LN NN O W M M O OLUMN LN, OLUMN LN KN LL K O NN ULN OM PYN ON U O NON O "" U OL, N OL PN O NUM OL, O POV OLUMN LN N QU O O OLUMN LN NN POLM ) M W K M W O OMN "" N NON "" N NL LN, NL L, N/O POV OUL PL N M W QU O O M W N N b U PL O OLUMN ONNON ) "OUL NL " O OLUMN OL ONNON a) O U PL O OLUMN W ONNON N U PL O OLUMN LN ONNON W WOK PON LO OLUMN, OL LL N O "Pv" WOU O NY "OUL NL " LL K O N O N N ON b) O U PL O OLUMN LN ONNON W WOK PON LO OLUMN NLN, OL LL N O OMN "Pv" N NON U O MOMN "M = Pv x " W QUL O ON L OLUMN P MNU N OL NON LL ON MNON PYN ON "OUL NL " LL K O N O N N ON WLL MOMN "M = Pv x ( + )" ONLLY, NL L KN LL K O NN ULN OM PYN ON L M WOK PON L OLUMN L M Pv P Ph OUL NL OUL NL WOK PON OUL NL WL Pv Ph L P P LO N QU, YPL Ph, YPL LO N QU WL LO N QU Pv NO: M LVON O MM Z N O, N "YPL M NO" O ONNON N 7 M ONNON NO L M ONNON NO L WL WL WL ) "OUL NL " O U PL WL ONNON N -P "WL " O OMN "Pv" N MOMN "M = Pv x " NY "" QUL O OZONL N OM WOK PON O NO -P WL ) OLUMN LN NN O W U PL ONN O OLUMN LN N WOK PON NLN OLUMN, OLUMN LN KN LL K O NN ULN OM PYN ON U O MOMN "M = Pv x " U OL, N OL PN O NUM OL, O POV LN N QU O O OLUMN LN NN POLM c U PL O M LN ONNON ) U PL O M LN WL ONNON N "WL " O OMN "Ph" N MOMN "M = Ph x " W "" QUL O ON L M P ) M W a) K M W O OZONL ON LO JU P M LN N VN LN QUL O OZONL MNON U PL M W OZONL LL QUL O "Ph x (-/)" W "" ON M LN N "" OL M O ONL N U PL OZONL MNON O POV OUL PL QU O O M OZONL POLM b) K M W O W PPLN N U PL N U PL OZONL MNON N/O POV OUL PL O N PL QU O O M W PPLN POLM d U PL /M/OLUMN ONNON ) ONNON O OLUMN, K U PL O VL "Pv" O W U PL ONN O OLUMN LN N WOK PON LO OLUMN NLN, ONLLY K U PL O MOMN "M = Pv x " ) M ONNON, K U PL O OZONL "Ph" N MOMN "M = Ph x " ) U PL KN LL ONLLY K O OL N W PPLL, OU, N YLN N/O UKLN WMO ON Ph L M P WOK PON NO NO, YPL Pv WL L OLUMN OUL Pv NL OUL NL NO: M LVON O MM Z N O, N "YPL M NO" O ONNON N M ONNON NO L /8" N PL O ONNON P L /x /x/ M OOM LN, YPL L O ONNON O K O M ON - WL Ph NO: LVON N NO O O N ONNON N U PL N M Z QU O VLOP O LO N QU WL WL e "V" O "K" ONNON O M WN OLUMN NO PPLY O ONON N W WO "VON" O "K" YP O NV "V" YP ONN O M OMW N M PN WY OM OLUMN ) U PL O M LN WL ONNON N "WL " O OMN "Ph + Ph" N MOMN "M = (Ph + Ph) x " ) U PL a) N U PL O OMN OZONL "Ph + Ph" N MOMN "M = (Ph + Ph) x " OZONL N MOMN LL OV U PL LN "L" b) N U PL O VLOP ONNON VL W LL KN L "Pv" N "Pv" VL LL OV U PL P "" c) U PL KN LL ONLLY K O OL N W PPLL, OU, N YLN N/O UKLN WMO ON ) M W a) K M W O OZONL ON LO JU P M LN N VN LN QUL O OZONL MNON U PL "L" M W OZONL LL QUL O "(Ph + Ph) x ( - /)" W "" ON M LN N "" OL M O ONL N U PL OZONL MNON O POV OUL PL QU O O M OZONL POLM b) K M W O W PPLN N U PL N U PL OZONL MNON N/O POV OUL PL O N PL QU O O M W PPLN POLM f MM ONNON O U PL ) POV WL O OL ONNON N ON L ON WN O VLOP O ) O OL ONNON MOVN MO N % MM ON, K N N N ON N NO QU O NO OV PK PO ouston, X P X irm: -8 UUL NON O NN ugusta, uite 8 ouston, X 777 Phone: (7) -8 MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) UO/VUL NL N OUP () Kyle, X 78 Phone: () - NOLOY LLY ZMMMN NN, N lores, te an ntonio, X 78 Phone: () 7- OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - V PLY VLOPMN N LOY NOVON KY PLN VON PO L X &M UNVY L PMN O N NL LN PLN X K LN O N N POJ NUM 88 OUON OLL ON, X 778 enderson ogers tructural ngineers, LL P irm egistration No 87 //9 X &M UNVY PKcom U PK - 87P 8 - January, 9 No escription ate U O ONUON M ON N L

26 / /7 /8 / 8 NL MOLON NO :\Users\estafford\ocuments\MU-avis-P_entral_7_eric_staffordrvt WN Y: uthor K Y: hecker //9 :8:8 PM MOLON PLN LVL /8" = '-" - LN WOK LM W U Q N 7 / / / / Q 8 WOK LM W U WOK LM MOV N NLL K K WOK LM - LN MOLON PLN N OM OP--WOK NVOLV O MOLON P POJ ONO LL VW LL O ONL MOLON OP ONO LL VY XN N ULN ONON N MNON N L PO O MOLON V N WOK ONO LL NY NY PN N WN ONO LL NY N OWN NY POL O ONNN ML OV O PON W WOK, PO NO ONUON O MN UN MOLON N ONUON ONO LL ON LL NY PM O OMMNN WOK W ON, N O QU O ONL MONY WLL NO PPOV WOK OUL V N NP UN V Y ONO 7 ONO LL NO L WN 8 ONO LL POV LL NY MPOY ON, MPOY N, N O MPOY UPPO QU O MNN UUL NY XN UU O MN N O XN ULN LMN O MN 9 ONO O VY X LOON LL XN UL PO O MOLON V N WOK ONO LL MOV N ULLY NY O LMN NN W O,, WLK, N LL O JN L ONO LL MOV N OM ON LY ONO PONL O ONUON MPOY U N O OUN PON WN ONUON N NO N OP NY MOLON V LL POM O O POU MNML UN O XN LY N OUPN ( MNMZ XV N POLON NO LVL N U) ONO LL P, PL, O P XN ULN, VWY, WLK, NOP, N O PKN M, M, N O U Y MOLON WOK NO O O OWN LL XN QUPMN MN LL PO UN MOLON N O ONUON O PVN M NY M O MNN XN QUPMN UN UN MOLON N O ONUON LL QUVLNLY PL O QUVLNLY P NO O O OWN ONO LL POV NLN MU O PO NL PUL LL M, NY N QU Y UO VN JUON O NO NUP XN UL, XP WN UOZ N WN Y UO VN JUON POV MPOY V UN NUPON O XN UL, PL O UO VN JUON 7 WN ULY V QU O MOV, LO, O NON, POV YP ONNON O MNN ONNUY V O PON W MOLON 8 ONO LL ON LL ULY OMPN NLUN U NO LM O OLLOWN: L,, W, LPON, OM W, N NY W O L LOON LL UNOUN N OV ULY LN PO O OMMNMN NY MOLON WOK, ONO LL NY LL LL U VN NVOLV W MOLON O U LL N LOK OU N OU Y O NO V NY MNN ULN O U W N O V O O MOL N MNN ULN LL PL O O KLL LL LL POW O O MOL WL MNNN POW O MN ULN 9 ONO LL LO UL N QUPMN QU O OMMO NW V, LL, PLUMN, N NOLOY QUMN O NW WOK PO XN LMN N XN LNPN O MN POON LL NLU U NO LM O XN N O XN VON N O MN N PL N UNNY UN, KN, O KNNN OO, KNNN O UN K, MON Y OKPLN ONUON ML O XV ML WN P LN ONO LL N YOMUL Y MOLON OWN UL LL M MOV P OP WOK, W N LV O NO NY ULN OWN NY ML, XU, O MOV M LVL UN OV NY QU M O ULN OWN N OO N LN ONON LL UNU WLL MOV O LO Y OWN NY PO O MOLON WOK POJ ONO LL OON W OWN QU MOV XN ONUON O XN N ON WN OUL NY M OU O NY XN ONUON O MN, ONO LL P M O M XN N O JN ONUON NO O O OWN MNN NY N LL XN - ML O MN, N O -N, NLUN U NO LM O LL O XN - OPNN, LL O XN - PNON, N LL O XN - OPPN ONON 7 WN UNNP MNL, LL, O UUL LMN ONL W NN UNON O N NOUN, MN NU N XN ONL N NY MMLY O OLUON 8 MOV, P, N P LL NON O PNON ULN OM WOK 9 W-U N MOV XN LOO N N LOO L QU O NLL NW XU, M, N O V O LL OP--WOK PNN O NW MNL WOK, NW PLUMN UL, NW PLUMN WOK, NW LL WOK, N NW NOLOY WOK PL NW NON OWLL NO XN ON N POV NW VPO N NW ONNUOU WOP JON WN NW ON LOO L N XN ON LOO L P W NW, P MNMUM ON N PP LOO, NLUN NW ON, O V NW LOO N OON W UUL XN WLL (O POON WLL) O MOV LL U LU W NN W WLL O MN MNN WLL O P N N MOO NW OPNN O U N XN WLL LL W-U LOON N O N W N NW LNL LL NLL O UPPO XN WLL ONUON OV N ON WN, O NO N, QU O NW WLL ONUON P UUL WN OON LOON LL NW OPNN N XN WLL N PON W UL PLN W XN WLL OPNN O NWLY LO-, MOV NY XN OPNN M N P N P XN WLL O M XN JN ML N N, UNL NO OW W XN NO WLL PL O MOV, MOV MP YM K O PNL, O MNL OOM, O POL PON WOU UN XN ONUON MOV XN MNL QUPMN, LO POW P MP WN O MP WN O MOLON MP YM NY WOK QU Y ONO W MY MOLON N O P UL LMN OON W L UONO XN LL MOLON WOK P LOO, WLL LN W MN LOON W PP, ONU, MOV QU O M XN ONON O O V NW N W XN N LOO MOV, PP LOO U O V NW LOON 7 LL LN MOLON LN UNO MOLON - KY NO MOV XN OO, M N W, LV W N LV O OWN MOV XN WLL MOV XN LOON N MOV XN MLLWOK N OUN MOV XN ON, LZN, OO N W LV W N LV O OWN MOV XN VNYL P MOV XN NOPY ON N UU, : U MOV XN XO K, K, VY NULON MOV XN PVN MOV XN MONY OLUMN WP N UUL OLUMN, : U MOV XN NKN OUNN N LV O U LV MOLON XN ONUON O UU NOPY ON MOV XN ONNN MOV XN UL MOV OPPN L LV XN V O U MO XN MP, P,, V, N WOK N NOVON N ON OON W O PLN LO XN XNU N N XNU MOV N NLL ON PLQU PK PO ouston, X P X irm: -8 UUL NON O NN ountainview, uite ouston, X 777 Phone: (7) -8 MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) UO/VUL NL N OUP () Kyle, X 78 Phone: () - NOLOY LLY ZMMMN NN, N lores, uite an ntonio, X 78 Phone: () 7- OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - V PLY VLOPMN N LOY NOVON KY PLN VON LN X &M UNVY PLN POJ NUM 88 OUON OLL ON, X 778 X &M UNVY PKcom U PK - 87P 8 - January, 9 No escription ate U O ONUON MOLON PLN LVL

27 NL MOLON NO :\Users\estafford\ocuments\MU-avis-P_entral_7_eric_staffordrvt WN Y: uthor K Y: hecker //9 :9: PM MOLON PLN O LVL /8" = '-" 8 WOK LM MOLON PLN N OM OP--WOK NVOLV O MOLON P POJ ONO LL VW LL O ONL MOLON OP ONO LL VY XN N ULN ONON N MNON N L PO O MOLON V N WOK ONO LL NY NY PN N WN ONO LL NY N OWN NY POL O ONNN ML OV O PON W WOK, PO NO ONUON O MN UN MOLON N ONUON ONO LL ON LL NY PM O OMMNN WOK W ON, N O QU O ONL MONY WLL NO PPOV WOK OUL V N NP UN V Y ONO 7 ONO LL NO L WN 8 ONO LL POV LL NY MPOY ON, MPOY N, N O MPOY UPPO QU O MNN UUL NY XN UU O MN N O XN ULN LMN O MN 9 ONO O VY X LOON LL XN UL PO O MOLON V N WOK ONO LL MOV N ULLY NY O LMN NN W O,, WLK, N LL O JN L ONO LL MOV N OM ON LY ONO PONL O ONUON MPOY U N O OUN PON WN ONUON N NO N OP NY MOLON V LL POM O O POU MNML UN O XN LY N OUPN ( MNMZ XV N POLON NO LVL N U) ONO LL P, PL, O P XN ULN, VWY, WLK, NOP, N O PKN M, M, N O U Y MOLON WOK NO O O OWN LL XN QUPMN MN LL PO UN MOLON N O ONUON O PVN M NY M O MNN XN QUPMN UN UN MOLON N O ONUON LL QUVLNLY PL O QUVLNLY P NO O O OWN ONO LL POV NLN MU O PO NL PUL LL M, NY N QU Y UO VN JUON O NO NUP XN UL, XP WN UOZ N WN Y UO VN JUON POV MPOY V UN NUPON O XN UL, PL O UO VN JUON 7 WN ULY V QU O MOV, LO, O NON, POV YP ONNON O MNN ONNUY V O PON W MOLON 8 ONO LL ON LL ULY OMPN NLUN U NO LM O OLLOWN: L,, W, LPON, OM W, N NY W O L LOON LL UNOUN N OV ULY LN PO O OMMNMN NY MOLON WOK, ONO LL NY LL LL U VN NVOLV W MOLON O U LL N LOK OU N OU Y O NO V NY MNN ULN O U W N O V O O MOL N MNN ULN LL PL O O KLL LL LL POW O O MOL WL MNNN POW O MN ULN 9 ONO LL LO UL N QUPMN QU O OMMO NW V, LL, PLUMN, N NOLOY QUMN O NW WOK PO XN LMN N XN LNPN O MN POON LL NLU U NO LM O XN N O XN VON N O MN N PL N UNNY UN, KN, O KNNN OO, KNNN O UN K, MON Y OKPLN ONUON ML O XV ML WN P LN ONO LL N YOMUL Y MOLON OWN UL LL M MOV P OP WOK, W N LV O NO NY ULN OWN NY ML, XU, O MOV M LVL UN OV NY QU M O ULN OWN N OO N LN ONON LL UNU WLL MOV O LO Y OWN NY PO O MOLON WOK POJ ONO LL OON W OWN QU MOV XN ONUON O XN N ON WN OUL NY M OU O NY XN ONUON O MN, ONO LL P M O M XN N O JN ONUON NO O O OWN MNN NY N LL XN - ML O MN, N O -N, NLUN U NO LM O LL O XN - OPNN, LL O XN - PNON, N LL O XN - OPPN ONON 7 WN UNNP MNL, LL, O UUL LMN ONL W NN UNON O N NOUN, MN NU N XN ONL N NY MMLY O OLUON 8 MOV, P, N P LL NON O PNON ULN OM WOK 9 W-U N MOV XN LOO N N LOO L QU O NLL NW XU, M, N O V O LL OP--WOK PNN O NW MNL WOK, NW PLUMN UL, NW PLUMN WOK, NW LL WOK, N NW NOLOY WOK PL NW NON OWLL NO XN ON N POV NW VPO N NW ONNUOU WOP JON WN NW ON LOO L N XN ON LOO L P W NW, P MNMUM ON N PP LOO, NLUN NW ON, O V NW LOO N OON W UUL XN WLL (O POON WLL) O MOV LL U LU W NN W WLL O MN MNN WLL O P N N MOO NW OPNN O U N XN WLL LL W-U LOON N O N W N NW LNL LL NLL O UPPO XN WLL ONUON OV N ON WN, O NO N, QU O NW WLL ONUON P UUL WN OON LOON LL NW OPNN N XN WLL N PON W UL PLN W XN WLL OPNN O NWLY LO-, MOV NY XN OPNN M N P N P XN WLL O M XN JN ML N N, UNL NO OW W XN NO WLL PL O MOV, MOV MP YM K O PNL, O MNL OOM, O POL PON WOU UN XN ONUON MOV XN MNL QUPMN, LO POW P MP WN O MP WN O MOLON MP YM NY WOK QU Y ONO W MY MOLON N O P UL LMN OON W L UONO XN LL MOLON WOK P LOO, WLL LN W MN LOON W PP, ONU, MOV QU O M XN ONON O O V NW N W XN N LOO MOV, PP LOO U O V NW LOON 7 LL LN MOLON LN UNO MOLON - KY NO MOV XN NOPY ON N UU, : U MOV XN PP N LN LV MOLON ON N M PK PO ouston, X P X irm: -8 UUL NON O NN ountainview, uite ouston, X 777 Phone: (7) -8 MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) UO/VUL NL N OUP () Kyle, X 78 Phone: () - NOLOY LLY ZMMMN NN, N lores, uite an ntonio, X 78 Phone: () 7- OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - V PLY VLOPMN N LOY NOVON KY PLN VON LN X &M UNVY PLN POJ NUM 88 OUON OLL ON, X 778 X &M UNVY PKcom U PK - 87P 8 - January, 9 No escription ate U O ONUON MOLON PLN O LVL

28 8 NL MOLON NO :\Users\estafford\ocuments\MU-avis-P_entral_7_eric_staffordrvt WN Y: uthor K Y: hecker //9 :9:9 PM MOLON L LN PLN /8" = '-" WOK LM MOLON PLN N OM OP--WOK NVOLV O MOLON P POJ ONO LL VW LL O ONL MOLON OP ONO LL VY XN N ULN ONON N MNON N L PO O MOLON V N WOK ONO LL NY NY PN N WN ONO LL NY N OWN NY POL O ONNN ML OV O PON W WOK, PO NO ONUON O MN UN MOLON N ONUON ONO LL ON LL NY PM O OMMNN WOK W ON, N O QU O ONL MONY WLL NO PPOV WOK OUL V N NP UN V Y ONO 7 ONO LL NO L WN 8 ONO LL POV LL NY MPOY ON, MPOY N, N O MPOY UPPO QU O MNN UUL NY XN UU O MN N O XN ULN LMN O MN 9 ONO O VY X LOON LL XN UL PO O MOLON V N WOK ONO LL MOV N ULLY NY O LMN NN W O,, WLK, N LL O JN L ONO LL MOV N OM ON LY ONO PONL O ONUON MPOY U N O OUN PON WN ONUON N NO N OP NY MOLON V LL POM O O POU MNML UN O XN LY N OUPN ( MNMZ XV N POLON NO LVL N U) ONO LL P, PL, O P XN ULN, VWY, WLK, NOP, N O PKN M, M, N O U Y MOLON WOK NO O O OWN LL XN QUPMN MN LL PO UN MOLON N O ONUON O PVN M NY M O MNN XN QUPMN UN UN MOLON N O ONUON LL QUVLNLY PL O QUVLNLY P NO O O OWN ONO LL POV NLN MU O PO NL PUL LL M, NY N QU Y UO VN JUON O NO NUP XN UL, XP WN UOZ N WN Y UO VN JUON POV MPOY V UN NUPON O XN UL, PL O UO VN JUON 7 WN ULY V QU O MOV, LO, O NON, POV YP ONNON O MNN ONNUY V O PON W MOLON 8 ONO LL ON LL ULY OMPN NLUN U NO LM O OLLOWN: L,, W, LPON, OM W, N NY W O L LOON LL UNOUN N OV ULY LN PO O OMMNMN NY MOLON WOK, ONO LL NY LL LL U VN NVOLV W MOLON O U LL N LOK OU N OU Y O NO V NY MNN ULN O U W N O V O O MOL N MNN ULN LL PL O O KLL LL LL POW O O MOL WL MNNN POW O MN ULN 9 ONO LL LO UL N QUPMN QU O OMMO NW V, LL, PLUMN, N NOLOY QUMN O NW WOK PO XN LMN N XN LNPN O MN POON LL NLU U NO LM O XN N O XN VON N O MN N PL N UNNY UN, KN, O KNNN OO, KNNN O UN K, MON Y OKPLN ONUON ML O XV ML WN P LN ONO LL N YOMUL Y MOLON OWN UL LL M MOV P OP WOK, W N LV O NO NY ULN OWN NY ML, XU, O MOV M LVL UN OV NY QU M O ULN OWN N OO N LN ONON LL UNU WLL MOV O LO Y OWN NY PO O MOLON WOK POJ ONO LL OON W OWN QU MOV XN ONUON O XN N ON WN OUL NY M OU O NY XN ONUON O MN, ONO LL P M O M XN N O JN ONUON NO O O OWN MNN NY N LL XN - ML O MN, N O -N, NLUN U NO LM O LL O XN - OPNN, LL O XN - PNON, N LL O XN - OPPN ONON 7 WN UNNP MNL, LL, O UUL LMN ONL W NN UNON O N NOUN, MN NU N XN ONL N NY MMLY O OLUON 8 MOV, P, N P LL NON O PNON ULN OM WOK 9 W-U N MOV XN LOO N N LOO L QU O NLL NW XU, M, N O V O LL OP--WOK PNN O NW MNL WOK, NW PLUMN UL, NW PLUMN WOK, NW LL WOK, N NW NOLOY WOK PL NW NON OWLL NO XN ON N POV NW VPO N NW ONNUOU WOP JON WN NW ON LOO L N XN ON LOO L P W NW, P MNMUM ON N PP LOO, NLUN NW ON, O V NW LOO N OON W UUL XN WLL (O POON WLL) O MOV LL U LU W NN W WLL O MN MNN WLL O P N N MOO NW OPNN O U N XN WLL LL W-U LOON N O N W N NW LNL LL NLL O UPPO XN WLL ONUON OV N ON WN, O NO N, QU O NW WLL ONUON P UUL WN OON LOON LL NW OPNN N XN WLL N PON W UL PLN W XN WLL OPNN O NWLY LO-, MOV NY XN OPNN M N P N P XN WLL O M XN JN ML N N, UNL NO OW W XN NO WLL PL O MOV, MOV MP YM K O PNL, O MNL OOM, O POL PON WOU UN XN ONUON MOV XN MNL QUPMN, LO POW P MP WN O MP WN O MOLON MP YM NY WOK QU Y ONO W MY MOLON N O P UL LMN OON W L UONO XN LL MOLON WOK P LOO, WLL LN W MN LOON W PP, ONU, MOV QU O M XN ONON O O V NW N W XN N LOO MOV, PP LOO U O V NW LOON 7 LL LN MOLON LN UNO MOLON - KY NO MOV XN LN, XU, LOUV, LL N V LV NY NOLOY V N LV O OWN PK PO ouston, X P X irm: -8 UUL NON O NN ountainview, uite ouston, X 777 Phone: (7) -8 MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) UO/VUL NL N OUP () Kyle, X 78 Phone: () - NOLOY LLY ZMMMN NN, N lores, uite an ntonio, X 78 Phone: () 7- OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - V PLY VLOPMN N LOY NOVON KY PLN VON LN X &M UNVY PLN POJ NUM 88 OUON OLL ON, X 778 X &M UNVY PKcom U PK - 87P 8 - January, 9 No escription ate U O ONUON MOLON L LN PLN LVL

29 PKcom PK PO ouston, X P X irm: -8 UUL NON O NN ountainview, uite ouston, X 777 Phone: (7) -8 MP L / UON / YU NN, PLL Park en Place, uite 8 ouston, X 778 Phone: (8) UO/VUL NL N OUP () Kyle, X 78 Phone: () - NOLOY LLY ZMMMN NN, N lores, uite an ntonio, X 78 Phone: () 7- hecker 88 OUON OLL ON, X 778 MOV N NLL UY MOV N NLL N V, : NOLOY X &M UNVY V PLY VLOPMN N LOY NOVON OO V OOV N PONL Villa reek rive, uite armers ranch, X 7 Phone: (97) - 8 K Y: MOV N LV MONO, KN QUPMN, N LV O OWN MOV N LV MONO, KN QUPMN, N LV O OWN MOV N LV POON V, : P MOV N NLL LO U, : M MOV NL MOV N NLL UY V, : NOLOY PLN U WN Y: 7 MOV PV MOV N LV ULN N MOV N NLL V MOV N NLL ULN PLQU N NLL MOV N LV ULN N LN X &M UNVY POJ NUM PK - 87P 8 - January, 9 VON No escription ate U O ONUON MOLON XO M //9 ::8 PM :\Users\estafford\ocuments\MU-avis-P_entral_7_eric_staffordrvt uthor KY PLN