Duane Hall Remove and Replace Roof & Waterproofing

Transcription

1 opyright 00. ll rights reserved. No part of this document may be reproduced in any form or by any means without permission from Wiss, Janney, lstner ssociates, Inc. (WJ). WJ disclaims any responsibility for its unauthorized use. Plotted: //0 : PM by VerSchave, verett ile Name: P:\0\0. - duane physical laboratories\wje drawings\sheets\0.0 over Sheet.dwg uane Hall ing : lient: rchitect: ing - Phase of uane Laboratories 000 olorado venue Wiss, Janney, lstner ssociates, Inc. 09 South Wadsworth lvd, Suite 00 Lakewood, olorado tel fax Site Plan uane Laboratories Index to rawings: over Sheet 0. - General Notes.0 - Plaza Plan. - Waterproofing Repair Plan - Waterproofing Repair etails. - Waterproofing Repair etails bbreviations Ø t / rchitect/ngineer (WJ ssociates) LUM luminum PPROX pproximately TWN etween ON oncrete ONT ontinuous U, oulder P ampproofing () xisting Q qual G Gauge MR Manufacturer MIN Minimum (N) New RIN Reinforcement / Reinforcing T/ Top of TMP Temporary TRM Termination Typical VI Verify In ield w/ With WP Waterproofing XPS xtruded PolyStyrene Scope of Work The Plaza Waterproofing Repairs project at the uane Laboratories is to include, but not necessarily limited to, the following:. Waterproofing Removal: Remove existing concrete topping slabs and soil overburden. Remove existing sheet-applied waterproofing system.. oncrete repair: Once the existing overburden/topping slab and waterproofing has been removed, rchitect/ngineer to be contacted to observe conditions to determine what, if any, repairs to the existing reinforced deck are necessary.. Waterproofing Installation: lean and prepare existing concrete substrate per specifications to receive new hot fluid-applied waterproofing system. New system to include protection course and/or root barrier, where appropriate, and drainage mat.. Overburden and Paving Replacement: Remove existing soil overburden and concrete topping as necessary to execute repairs. Replace existing concrete with new concrete (per details and specifications). Reuse/replace existing soil per specifications, including new sod. lternate No. : Include waterproofing and topping slab replacement along east side of building from scope of repairs, see plans. lternate No. : lternate hot-fluid applied waterproofing system, see specifications. lternate No. : Include the use of rigid insulation at project, installing a thinner concrete topping slab or shallower soil fill, where appropriate. lient No. rawn hecked // Issued for id escription 0 /" " " THIS SHT PLOTS ULL SIZ T x (INHS) ebruary, 0 LV JH NGINRS RHITTS MTRILS SINTISTS Wiss, Janney, lstner ssociates, Inc. 09 South Wadsworth oulevard, Suite 00 Lakewood, olorado tel fax tlanta ustin oston hicago leveland allas enver etroit Honolulu Houston Los ngeles Minneapolis New Haven New York Princeton San rancisco Seattle Washington,.. uane Hall Phase of U No. P00 0. s Shown over Sheet 0.0

2 opyright 00. ll rights reserved. No part of this document may be reproduced in any form or by any means without permission from Wiss, Janney, lstner ssociates, Inc. (WJ). WJ disclaims any responsibility for its unauthorized use. Plotted: //0 : PM by VerSchave, verett ile Name: P:\0\0. - duane physical laboratories\wje drawings\sheets\0. General Notes.dwg General Notes. o not scale drawings. ontractor to verify all dimensions in field.. ll work shall comply with the rules and regulations applicable in the ity of oulder, the State of olorado, the, and all other authorities having jurisdiction.. The ontractor shall verify all existing conditions at the job site, and shall immediately notify the rchitect/ngineer of any discrepancies, omissions, or other conditions that may affect the scope of work impacted by the noted conditions.. The ontractor shall furnish all labor, materials, and equipment as required to complete the work.. uilding is to remain fully operational at all times during construction.. onstruction and construction-related activities shall be coordinated with the Owner's Representative and shall not block existing means of egress. Work shall be phased so that safe access to and egress from the building is maintained at all times.. ontractor shall provide protective barriers, fences, sidewalk bridging, etc. to ensure the safety of pedestrians, building occupants, vehicular traffic, site features, etc. as approved by the Owner and rchitect / ngineer and in accordance with the requirements of local and federal authorities, including Occupational Safety and Health dministration (OSH).. ontractor to provide tree and plant protection per the project specifications throughout the duration of the project. 9. The contractor shall not unreasonably encumber site or plaza areas with materials or equipment. The materials and equipment shall be confined to the areas indicated in the contract documents or approved by the Owner. o not load structure with weight that will endanger the structure. ontractor shall assume full responsibility for the protection and safekeeping of products stored on premises. Move any stored material or products that interfere with operations of the Owner. Store material only in areas provided by the Owner. 0. Repair locations and approximate quantities are shown graphically for location purposes only and do not necessarily indicate exact repair boundaries or final quantities. The repair locations for each area will be verified by the ontractor based on the intent of the repairs. The extent of all repair areas is subject to final approval by the rchitect/ngineer. Unanticipated conditions encountered during the course of the work that require additional repairs shall be brought to the attention of the rchitect/ngineer. No additional repair work shall be performed unless approved in advance by the rchitect / ngineer or Owner's Representative.. The ontractor shall be solely responsible for all means and methods. Procedures shall be in accordance with applicable codes and standards. The ontractor shall make any inspections or analysis necessary to verify that existing building elements have adequate load capacity to support any required forces he/she chooses to impose on them.. ontractor shall provide all shoring, bracing, and sheeting required for safety and proper execution of the work.. ontractor is solely responsible for any damage to the building, equipment or adjacent property caused by the repair work. ny such damage shall be reported to the Owner and rchitect/ngineer prior to repairing the damage. ll damage to building, equipment or property must be repaired to the satisfaction of the Owner or replaced to match existing.. ontractor is solely responsible for all job safety during the repair work.. ontractor shall know and follow all precautions and safety procedures as normally used in the industry, and those procedures as instructed by the material manufacturer, and all local, state, and federal regulations, safety standards and codes. When a conflict exists, comply with the stricter requirement. The application requirements of OSH, onstruction Industry Standards (9 R 9/90, current edition), Washington,.. shall be used as a standard guideline.. ontractor shall supply the Owner with material safety data sheets (MSS) for each material/product that will be brought onto the job site and shall comply with the requirements of the OSH hazard communication standard.. The ontractor shall comply with all applicable laws and regulations applicable to dust and debris containment.. The ontractor will provide dumpsters and coordinate dumpster removal. 9. Take all necessary precautions to prevent fire during the construction. Provide adequate ventilation during the use of volatile or noxious materials. 0. Noise control: The contractor shall confine his hours of operation to those required by the Owner and local laws and ordinances. Noise levels shall be held to a minimum considering the nature of the work. isruptions to normal building operations shall be minimized.. Water control: The contractor shall not permit water to run uncontrolled off of his work or be carried airborne off the site or onto vehicles and persons occupying part of the site. To prevent this, suitable enclosures shall be provided if water or moisture exceed levels acceptable to the Owner.. Stormwater: The contractor is not to discharge any construction water, waste, or debris into the storm water system.. The contractor shall be responsible for acceptance and control of all flows including surface waters, storm sewer flows, and groundwater flows during construction.. The contractor is required to provide and maintain erosion and sediment control measures in accordance with the urban drainage and flood control district "Urband Storm rainage riteria Manual Volume " and the M standard plans of the olorado epartment of Transportation. The University may required the contractor to provide additional erosion control measures due to unforeseen erosion problems or if the measures do not function as intended.. Street lights requiring removal during construction shall be reset by contractor upon completion to existing condition.. The type, size, location and number of all known underground utilities in the area of construction have been shown per the best available utility records provide and are approximate only. The contractor shall contact the Utility Notification enter of olorado (UN ) a minimum of hours before putting a tool to the earth. It shall be the responsibility of the contractor to verify the existence and location of all underground utilities along the route of work and to coordinate construction schedules with the utility owners and to schedule utility adjustments to eliminate conflict with progress of the work. The contractor shall note all utilities may not appear on these plans and that the potential conflict with utilities shall be considered in the preparation of any bids. The contractor shall be responsible for the protection of all utilities whether shown on the plans or not and shall hold the Owners and rchitect/ngineer harmless for damage arising from failure to adequately protect utilities.. The contractor shall maintain the water tightness of the building throughout the construction that is related to the demolition/repair process. Where removal of the existing roof is necessary to accomplish work, have materials and workmen ready to provide adequate and approved temporary covering of exposed areas. Temporary coverings shall be attended, as necessary, to insure effectiveness and to prevent displacement. amage to the building or interior components from water entry resulting from contractor's work shall be repaired at no cost to the Owner.. leanup and debris removal shall be undertaken daily and shall be satisfactory to the Owner. inal cleaning must be performed to the satisfaction of the Owner. 9. ontractor will develop a pedestrian detour plan indicating signage, path of travel, duration of detour, etc. for U to review and approval prior to execution of repairs. ontractor to include a $,000 allowance within their bid for detours and associated signage: signs, wayfinding, fencing, and other items as needed to indicate detours at sidewalks and building exits. 0. ontractor to maintain required egress during construction per the International uilding ode section 0. ontractor to develop a phasing plan that ensures closed exits are provided with signage and directions of occupants. This phasing plan is to be reviewed and approved by U prior to the execution of the repairs.. Temporary lighting must be installed throughout the duration of the project where the existing exterior lighting is temporarily removed/shut off, and if the pedestrian detour plan displaces pedestrians beyond where the existing lighting to remain on cannot adequately provide sufficient lighting, similar to what is provided. The temporary lighting plan is to be reviewed and approved by U prior to the execution of the repairs.. The rchitect/ngineer anticipates performing periodic site inspections to observe the execution of the work. ontractor is to provide access to work in progress during the periodic inspections. 0. ll conflicts between the drawings and the specifications shall be brought to the attention of the rchitect/ngineer. The more stringent requirement shall govern unless written notification is provided by the rchitect / ngineer.. ny electrical that is removed, temporarily removed and reconnected during execution of contract must be inspected by proper inspector. Structural Loading Original design loads for the plaza areas are as follows: rea Live load 00 psf ead load 0 psf rea Live load 00 psf ead load 0 psf rea Live load 00 psf ead load 0 psf Key Not to rea N rea Site Notes rea Pedestrian detour sign location uane Labs aker Hall onstruction beginning May 0 Pedestrian detour sign location ontractor staging area Pedestrian detour sign location rea Plan Not to Maximum vehicle weight: 0,000 pounds N ontractor cannot use adjacent parking lot for staging, parking, etc. lient No. rawn hecked Wiss, Janney, lstner ssociates, Inc. 09 South Wadsworth oulevard, Suite 00 Lakewood, olorado tel fax tlanta ustin oston hicago leveland allas enver etroit Honolulu Houston Los ngeles Minneapolis New Haven New York Princeton San rancisco Seattle Washington,.. uane Hall Phase of // Issued for id U No. P00 escription 0 /" " " THIS SHT PLOTS ULL SIZ T x (INHS) 0. ebruary, 0 LV JH NGINRS RHITTS MTRILS SINTISTS s Shown General Notes 0.

3 opyright 0. ll rights reserved. No part of this document may be reproduced in any form or by any means without permission from Wiss, Janney, lstner ssociates, Inc. (WJ). WJ disclaims any responsibility for its unauthorized use. Plotted: //0 : PM by VerSchave, verett ile Name: P:\0\0. - duane physical laboratories\wje drawings\sheets\.0 Plaza Plan.dwg TOUR SIGNG,. S GNRL NOTS. TMPORRILY RMOV, PROTT, N RINSTLL HN RIL TO XUT WP RPIR RMOV N RPL () LNSPING GROWTH S NSSRY TO XUT WP RPIR ONTRTOR STGING R. ONTRTOR TO N O R WITHIN RIP LIN O TRS S NSSRY SO NO ONTRTOR WORK N/OR STORG O MTRILS TO OUR NR TRS. LL MG SO WILL N TO RPL. TMPORRILY RMOV, PROTT, N RINSTLL TL TO XUT WP RPIR TMPORRILY RMOV, PROTT, N RINSTLL OVRH LIGHTS TO XUT WP RPIR. PROVI TMPORRY LIGHTS N LIGHTING PLN TO U OR PPROVL. 0'-0" TMPORRILY RMOV N RINSTLL () IK RKS TO XUT WP RPIR. U WILL OORINT WITH ONTRTOR ON TMPORRY LOTION URING ONSTRUTION. 0'-0" R O SOIL TO RMOV TO XUT WP RPIR. RMOV IRRIGTION SYSTM. RMOV N RPL ONRT TOPPING SL TO XUT WP RPIR PROTT () TRS TO RMIN N O NOT STOR MTRILS WITHIN RIP LIN O TR PPROXIMT LOTION O " IMTR WTR SUPPLY OR SPRINKLR SYSTM. VRIY LOTION w/ UN (R: GNRL NOTS). ONTT U I SYSTM NS TO TMPORRILY SHUT OWN. 0'-0" UILING OUTLIN OV 0'-0" Plaza Plan SL: /" = '-0" THIKN SL G XTNT O WP RPIR TOUR SIGNG,. S GNRL NOTS. XTNT O WP RPIR RMOV N RPL ON SL N TMPORRILY STOR/PROTT NH TO XUT WP RPIR XTNT O HVY UTY ROOT RRIR ( ) N UILING OUTLIN XTNT O WP RPIR UILING OUTLIN OV R O SOIL TO RMOV TO XUT WP RPIR. RMOV N RINSTLL IRRIGTION SYSTM PR SPIITIONS. ONTRTOR STGING R. ONTRTOR TO N O R WITHIN RIP LIN O TRS S NSSRY SO NO ONTRTOR WORK N/OR STORG O MTRILS TO OUR NR TRS. LL MG SO WILL N TO RPL. NLOS STIR TO SP LOW,. NO RPIRS WITHIN NLOS STIRS. TOUR SIGNG,. S GNRL NOTS. RMOV N RPL () NH TO XUT WP RPIR. SLVG N PROTT () STON OPING UNITS OR RSTTING ON (N) NH. TMPORRILY RMOV N RINSTLL () IK RKS TO XUT WP RPIR. U WILL OORINT WITH ONTRTOR ON TMPORRY LOTION URING ONSTRUTION. TOUR SIGNG,. S GNRL NOTS. TOUR SIGNG,. S GNRL NOTS. XTNT O WP RPIR PROTT () TRS TO RMIN N O NOT STOR MTRILS WITHIN RIP LIN O TR RMOV N RPL " ONRT TOPPING TO XUT WP RPIR JNT PRKING LOT (LOT 0) NOT TO US OR STGING OR ONTRTOR PRKING THIKN SL G XTNT O WP RPIR ONTRTOR STGING R TOUR SIGNG,. S GNRL NOTS. lient No. rawn hecked // Issued for id escription 0 /" " " THIS SHT PLOTS ULL SIZ T x (INHS) ebruary, 0 LV JH NGINRS RHITTS MTRILS SINTISTS Wiss, Janney, lstner ssociates, Inc. 09 South Wadsworth oulevard, Suite 00 Lakewood, olorado tel fax tlanta ustin oston hicago leveland allas enver etroit Honolulu Houston Los ngeles Minneapolis New Haven New York Princeton San rancisco Seattle Washington,.. uane Hall Phase of U No. P00 0. s Shown Plaza Plan.0

4 opyright 00. ll rights reserved. No part of this document may be reproduced in any form or by any means without permission from Wiss, Janney, lstner ssociates, Inc. (WJ). WJ disclaims any responsibility for its unauthorized use. Plotted: //0 : PM by VerSchave, verett ile Name: P:\0\0. - duane physical laboratories\wje drawings\sheets\. Waterproofing Repair Plan.dwg SIM ONRT WLK (S I): " IR-RIN ON NO INSULTION GRSS R (S I): " O GRVL MULH SOIL SPRTOR RI " SOIL NO INSULTION ONRT WLK (S I): " IR-RIN ON NO INSULTION. ONRT WLK (LTRNT No. ): " IR-RIN ON " XPS INSULTION OR. GRSS R (LTRNT No. ): " O GRVL MULH SOIL SPRTOR RI " SOIL " XPS INSULTION OR ONRT WLK (LTRNT No. ): " IR-RIN ON " XPS INSULTION OR.. '-" ± VI ONRT P: " IR-RIN ON " (MIN) OMPT GRVL TOPSOIL (VRIY PTH) Grade Level Plan SL: /" = '-0" '-0" GRSS R (S I): SOIL w/ SO - VRIS "-0", VI NO INSULTION OUTLIN O ONRT STRUTUR LOW TO RIV WTRPROOING RPIR ONRT WLK (S I): " IR-RIN ON NO INSULTION. ONRT WLK (LTRNT No. ): " IR-RIN ON " XPS INSULTION OR OUTLIN O PRVIOUS THIKN SL G. (N) THIKN SL G TO ' WIR (WIR SIWLK). GRSS R (LTRNT No. ): SOIL w/ SO - VRIS "-", VI " XPS INSULTION RPL () ONRT SL TO NXT () ONTROL JOINT, LTRNT No. : () RPL WTRPROOING N ONRT TOPPING ROM LONG ST SI O UILING (SHOWN SH) THIKN SL G (HTH R): " ON w/ RR G (S TIL /.) NO INSULTION OR. RPL () ONRT SL TO NXT () ONTROL JOINT,. OUTLIN O ONRT STRUTUR LOW TO RIV WP RPIR ONRT RIV: " ON w/ # " O H WY NO INSULTION RPL () ONRT SL TO NXT () ONTROL JOINT, ONRT RIV: " ON w/ # " O H WY NO INSULTION. XISTING " ± THIK SL TO RMIN ONRT WLK: " IR-RIN ON OMPT GR ONRT WLK: " IR-RIN ON OMPT GR lient No. rawn hecked Wiss, Janney, lstner ssociates, Inc. 09 South Wadsworth oulevard, Suite 00 Lakewood, olorado tel fax tlanta ustin oston hicago leveland allas enver etroit Honolulu Houston Los ngeles Minneapolis New Haven New York Princeton San rancisco Seattle Washington,.. uane Hall Phase of escription Waterproofing Repair Plan U No. P00 // Issued for id 0 /" " " THIS SHT PLOTS ULL SIZ T x (INHS) 0. ebruary, 0 LV JH NGINRS RHITTS MTRILS SINTISTS s Shown.

5 opyright 0. ll rights reserved. No part of this document may be reproduced in any form or by any means without permission from Wiss, Janney, lstner ssociates, Inc. (WJ). WJ disclaims any responsibility for its unauthorized use. Plotted: //0 : PM by VerSchave, verett ile Name: P:\0\0. - duane physical laboratories\wje drawings\sheets\ Waterproofing Repair etails.dwg RMOV () OVRURN (SOIL, RIN ON SL). S PLNS N TILS OR THIKNSS/PTH. RMOV () SHT-PPLI WP MMRN () STRUTURL ONRT SL TO RMIN. PRPR SUR TO RIV (N) WP MMRN. xisting Waterproofing System SL: " = '-0" KR RO N ILLT/NT SLNT JOINT ( J) TWN (N) ON TOPPING N ON WLL XTN PROTTION OR UP VRT N SUR w/ TRM R N /" Ø NIL-IN " O (N) HOT-PPLI WP w/ PROTTION OR N RING MT OVR () STRUTUR WP Termination to uilding SL: " = '-0" UNUR NOPRN LSHING RINORING RURIZ SPHLT MONOLITHI WP MMRN " RPL () SOIL N/OR ON OVRURN PR SPIITIONS. S PLNS. TOTL THIKNSS TO MTH (). LT No. : (N) XPS INSULTION OR. S PLNS OR LOTION N THIKNSS. (N) ROOT RRIR (S PLNS) (N) ONT RING MT STP STP STP Typical Inside orner Waterproofing etail 9 SL: " = '-0" " (N) HOT-PPLI RURIZ SPHLT MONOLITHI WP " WI STRIP O M NOPRN LSHING () RK IN ON SUSTRT TWN /" N /" Typical oncrete rack Waterproofing etail SL: " = '-0" (N) PROTTION OURS OR HVY-UTY ROOT RRIR LI INTO HOT-PPLI WP (N) MIL HOT-PPLI WP OVR () ON K PRPR PR MR'S ROMMNTIONS New Waterproofing System SL: " = '-0" () WP N TOPPING SL TO RMIN KR RO N SLNT JOINT ( J) TWN (N) ON TOPPING N ON TOPPING TO RMIN XTN PROTTION OR UP VRT N SUR w/ TRM R N /" Ø TPON " O (N) HOT-PPLI WP w/ PROTTION OR N RING MT OVR () STRUTUR WP Termination at Slab to Remain SL: " = '-0" " UNUR NOPRN LSHING RINORING RURIZ SPHLT MONOLITHI WP MMRN. TOP OT NTIR LSHING w/ SPHLT WTRPROOING MMRN. OMPLTLY NPSULT LL XPOS LSHING RINORING WITH TOP OT O RURIZ SPHLT MONOLITHI WP MMRN. NO LSHING RINORMNT SHOUL LT XPOS OVRNIGHT. (N) HOT-PPLI RURIZ SPHLT MONOLITHI WP " WI STRIP O M NOPRN LSHING () ONSTRUTION JOINT IN ONRT SL Typical onstruction Joint Waterproofing etail SL: " = '-0" NOT: OVRURN NOT SHOWN OR LRITY. S PLNS. " MIN " MIN " MIN WP Termination at nd of Plaza SL: " = '-0" WP Penetration SL: " = '-0" " (N) HOT-PPLI WP w/ /" PROTTION OR N RING MT M SHT LSHING IN HOT-PPLI WP T LL HNGS IN PLN (N) HOT-PPLI WP TO WRP OWN O WLL N ONTO (N) RLISL -90 MMRN " MIN (N) RLISL -90 MMRN TO ON " MIN YON OL JOINT IN OUNTION, WHR PRSNT XTN RLISL -90 MMRN " MIN ONTO () WP/P MMRN. LN N PRIM () WP/P TO RIV (N) RLISL -90. XTN (N) PROTTION OR N RING MT LOW (N) WP () WP/P LOW RPIR R TO RMIN KR RO N ILLT/NT SLNT JOINT ( J) TWN (N) ON TOPPING, () ON WLL, N PNTRTION () PLUMING PNTRTION " MIN XTN PROTTION OR UP VRT N SUR w/ TRM R N /" Ø NIL-IN " O " MIN M SHT LSHING TO WRP UP PNTRTION " MIN (N) HOT-PPLI WP w/ PROTTION OR N RING MT OVR () STRUTUR UNUR NOPRN LSHING RINORING RURIZ SPHLT MONOLITHI MMRN WP MMRN " PROTT OOR URING RPIRS RMOV N RST () THRSHOL S NSSRY TO XUT RPIR KR RO N SLNT JOINT ( J) TWN (N) ON TOPPING N () ON SL TO RMIN XTN PROTTION OURS UP VRT N SUR w/ TRM R N /" Ø TPON " O (N) HOT-PPLI WP w/ PROTTION OR N RING MT OVR () STRUTUR RMOV, PROTT, N RINSTLL () LIGHT POL S NSSRY TO XUT WP RPIR INSTLL LINK SL OR QUIVLNT T LTRIL PNTRTION XTN WP N M LSHING UP N OVR UR N TIL ROUN THR INSRTS PRIOR TO RSTTING LIGHT w/ S () LIGHT POL UR TO RMIN STP STP STP Typical Outside orner Waterproofing etail 0 SL: " = '-0" " (N) HOT-PPLI RURIZ SPHLT MONOLITHI WP M UNUR LSHING TO XTN " IN H IRTION T ORNRS N HNGS IN PLN Typical Waterproofing orner etail SL: " = '-0" WP Termination at oor Threshold SL: " = '-0" Light Pole ase SL: " = '-0" (N) WP SYSTM " MIN UNUR NOPRN LSHING RINORING RURIZ SPHLT MONOLITHI WP MMRN. TOP OT NTIR LSHING w/ SPHLT WP MMRN. OMPLTLY NPSULT LL XPOS LSHING RINORING WITH TOP OT O RURIZ SPHLT MONOLITHI WP MMRN. NO LSHING RINORMNT SHLL LT XPOS OVRNIGHT. lient No. rawn hecked uane Hall Phase of escription Waterproofing Repair etails U No. P00 // Issued for id 0 /" " " THIS SHT PLOTS ULL SIZ T x (INHS) 0. ebruary, 0 LV JH NGINRS RHITTS MTRILS SINTISTS Wiss, Janney, lstner ssociates, Inc. 09 South Wadsworth oulevard, Suite 00 Lakewood, olorado tel fax tlanta ustin oston hicago leveland allas enver etroit Honolulu Houston Los ngeles Minneapolis New Haven New York Princeton San rancisco Seattle Washington,.. s Shown

6 opyright 0. ll rights reserved. No part of this document may be reproduced in any form or by any means without permission from Wiss, Janney, lstner ssociates, Inc. (WJ). WJ disclaims any responsibility for its unauthorized use. Plotted: //0 : PM by VerSchave, verett ile Name: P:\0\0. - duane physical laboratories\wje drawings\sheets\. Waterproofing Repair etails.dwg 0" ± VI ssembly at Plaza dge SL: " = '-0" " ± VI " ± VI RPL SOIL N INSTLL (N) SO PR SPIITIONS LT No. : (N) XPS INSULTION - S PLNS OR LOTIONS N THIKNSS (N) HOT-PPLI WP w/ PROTTION OR N RING MT OVR () STRUTUR (N) ON TOPPING OVR XPS INSULTION - S PLNS OR THIKNSS RPL SOIL N INSTLL (N) SO PR SPIITIONS ssembly at Slab to Soil ill SL: " = '-0" (N) HOT-PPLI WP w/ PROTTION OR N RING MT OVR () STRUTUR M SHT LSHING " YON HNG IN PLNS " " ± VI RPL SOIL N INSTLL (N) SO PR SPIITIONS (N) KR RO N SLNT ( J) OVR /" THIK OMPRSSIL ILL WITHIN JOINT LT No. : (N) XPS INSULTION - S PLNS OR LOTIONS N THIKNSS M SHT LSHING ROSS TRNSITION -/" MIN OVR (TOP) # " O (N) HOT-PPLI WP PROTTION OR N RING MT OVR () STRUTUR '-" ± VI (MTH XISTING) # RS, TOP N OTTOM -/" OVR (SIS) " MIN OVR (OTTOM) THIKN SL G. S TIL /.. " ssembly at Thickened Slab dge SL: " = '-0" Thickened Slab dge Section SL: /" = '-0" '-" ± VI " ± - S PLN " (N) RIN ON SL - S PLNS (N) ONTROL JOINT TO LIGN w/ N O PLZ STRUTUR " ± VI RPL SOIL N INSTLL (N) SO PR SPIITIONS RPL () RIN ON SL (YON XTNT O LOW-GR PLZ) S NSSRY TO XUT WP RPIRS ssembly at Slab Tie-In SL: " = '-0" SPRT ONRT POUR w/ ONT # RS N " OVR LT No. : (N) XPS INSULTION - S PLNS OR LOTIONS N THIKNSS (N) ON SL - S PLNS (N) HOT-PPLI WP w/ PROTTION OR N RING MT OVR () STRUTUR (N) HOT-PPLI WP w/ PROTTION OR N RING MT OVR () STRUTUR MTH () " ± VI M SHT LSHING ROSS TRNSITION QUL " " QUL " ssembly at Thickened Slab dge SL: " = '-0" /" SLNT JOINT w/ KR RO ( J) POXY LL (N) STL RIN " MIN INTO () SL " MIN (N) ONTROL JOINT TO LIGN w/ N O PLZ STRUTUR " " ± - S PLN " ± VI RPL SOIL N INSTLL (N) SO PR SPIITIONS SPRT ONRT POUR w/ () ONT # RS N " OVR (N) ON SL - S PLNS " WIR THN () " ± VI Q (N) HOT-PPLI WP w/ PROTTION OR N RING MT OVR () STRUTUR M SHT LSHING ROSS TRNSITION " Q Q Q " Q " ssembly at Thickened Slab dge SL: " = '-0" (N) ONTROL JOINT TO LIGN w/ N O PLZ STRUTUR " " ± - S PLN lient No. rawn hecked uane Hall Phase of escription Waterproofing Repair etails U No. P00 // Issued for id 0 /" " " THIS SHT PLOTS ULL SIZ T x (INHS) 0. ebruary, 0 LV JH NGINRS RHITTS MTRILS SINTISTS Wiss, Janney, lstner ssociates, Inc. 09 South Wadsworth oulevard, Suite 00 Lakewood, olorado tel fax tlanta ustin oston hicago leveland allas enver etroit Honolulu Houston Los ngeles Minneapolis New Haven New York Princeton San rancisco Seattle Washington,.. s Shown.