QI4ITORONTO. Posted via PDF (7 pages and 10 attachments) September 5,2017

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1 PL Q Michael Pacholok Purchasing and Malehals Management ivision Joanne Kehoe hief Purchasing fficial and irector ity Hall, 8th loor, West ower Manager U Queen Street West onstrucvon Services oronto, ntaño MH September,0 Posted via P ( pages and 0 attachments) UM. L. 0 LS: :00 (LL M), SPM,0 (VS) or: len edar oad Pedestrian ridge ehabilitation, Structural Steelwork, leaning and oating Please refer to the above ender all document in your possession and be advised of the following: evisions he losing date is being changed from September th, 0 to :00 noon (local time). September th, 0 (VS). Section ontract rawinas he following ten (0) drawings have been revised and form part of this ontract. rawing revisions are attached and issued as part of ddendum o. dated ugust, 0. S0 V P S0 L M S0 S0 SU S SS, S S, SL, P S S0 K PS S0 SL WK S0 PS S0 SS LS S0 SS LS S08 SS LS. Section Scope of Work a) he following paragraph in Subsection o. 0 S S MMiSS LiS on Page is deleted in its entirety: Prior to any construction work at the northeast embankment and the north approach walkway, the ontractor shall carry out locates by electromagnetic induction method or ground penetrating radar (P) to verify the exact locations and depths of these utilities/amenities that may be affected by the ontractor s works. ll costs for locates shall be included in the appropriate id item. of

2 MV, and replaced with the following: Prior to any construction work at the northeast embankment and the north approach walkway, the ontractor shall carry out locates by electromagnetic induction method and ground penetrating radar (P) to verily the exact locations and depths of these utilities/amenities that may be affected by the ontractor s works. ll costs for locates shall be included in the appropriate id item.. onsecildsecificltions a) Supplementary Specification o. SLV SLL XSi LLS SS on Pages and is deleted in its entirety and replaced with the following: he ontractor is to remove and replace existing hollards at locations as specified in the ontract ocuments. he replacement work includes replacing all bollards and all the associated foundation work such as removal and replacement of the looting, associated steel reinforcement, anchorage hardware and concrete. Materials: he new bollard(s) shall he: ype: Swivel V gate steel bollard with white reflector strips and lockpad on swivel notch, as manufactured by: o Heritage asting & ronworks o Maglin Ltd. o or approved equivalent; Made of steel tube and be 00mm in height; Swing gate shall be shall he 00 mm ± in length; With ecorative top and base; lack colour (gloss or semigloss). Measurementfor Payment Measurement of the existing hollards shall be by each. asis for Payment Payment at the ontract Price shall be full compensation for all labour, quipment and Material to do the Work. b) he following paragraph of Special Provision o. VY XS J ULiS SP on Page is deleted in its entirety: he ontractor shall perform electromagnetic induction or ground penetrating radar (P) to locate and verify the existing underground dry pipes and electrical conducts. and replaced with the following: he ontractor shall perform electromagnetic induction and ground penetrating radar (P) to locate and verify the existing underground dry pipes and electrical conducts. c) he subsection titled Scope in Special Provision o. MVL SP. M on Page 8 is deleted in its entirety and replaced with the following: of

3 Scope Work under this item shall include the tree removal as identified on the ontract drawings. lso included under this item is the removal and disposal of all wood and chippings from the site. he number of trees to be removed to facilitate the construction is identified in the arboñst report and on the contract drawings. f the ontractor s operations require additional tree removal as a result of the construction methodologies selected, all costs arising from the permit application, remediation of the work area and replanting of trees shall be deemed to have been included in the ccess and Protection item. o separate payment will be made for any additional tree removal and all associated work and permits. he contractor is responsible for coordinating and obtaining all permits associated with any additional tree removal on site and with the ity s Urban orestry Unit and the oronto egion onservation uthority. d) he subsection titled Scope in Special Provision o. SS P SP, M on Page is deleted in its entirety and replaced with the following: Scope Section 98.0 of PSS.MU 98 is amended by the addition of the following: Under the abovenoted tender item, the ontractor shall complete, but not limited to, the following: a) Provide access to the work area(s), suitable work platform(s), and scaffolding to accommodate the work in the ontract, and to allow the ontract dministrator safe access to the work area(s) for the purpose of delineation, quality assurance, inspection and measurement of the work; b) Provide, install, and remove temporary supports to facilitate removal work; c) Provide containment systems to prevent materials, debris, and effluent arising from the Work from falling into the park and edarvale Stream below; d) Provide all temporary support, as may be required, to avoid free falling of debris; e) When soil or debris is tracked onto surrounding walkways and roadways, the ontractor shall immediately clean the walkways and roadways to the satisfaction of the ontract dministrator; 0 ny necessary site cleaning including clearing and grubbing, and/or tree removal (beyond what is described in the arborist report) as a result of the construction methodologies selected; this work includes any associated permit application, remediation of the work area and replanting of trees/vegetation. ny additional tree/vegetation removal has to be coordinated and approved by the ity s Urban orestry Unit and the oronto egion onservation uthority; of

4 g) emove work platforms, scaffolding and containment systems upon completion of the work; i) Provide access and temporary platform to the ire Service at the north walkway approach for access to the lit standpipe location in case a fire occurs at the lit tunnel below ground: and i) Meet the requirements of the ccupational Health and Safety ct and egulations for construction projects.. 9 and. /9. j) nvironmental protection enclosure and work platfcrm for cleaning and coating is paid under tem 9 and 0 as per P. k) f the ontractor chooses to remove the existing chain link fence at the abutments for access, it shall be reinstalled upon the completion of the work to original or better condition. e) Subsection of Special Provision o. M K SYSM SS S8, M ; M SWLKS S8. M ; M J SSMLS SP& M on Page 9 is deleted in its entirety and replaced with the following: xpansion joint seal SVabocrete membrane system M joint seal by Watson owman cme or approved equivalent therjoint seal eoprene shall conform to PSS 0. um 0, poxy resin shall be UV resistance and water resistance, moisture insensitive and shall be according to SM 00 (0). ) he subsection titled Scope in Special Provision o.9 SLL U SYSM S, M on Page 0 is deleted in its entirety and replaced with the following: Scope Under this item, the ontractor shall supply. fabricate, coat, deliver and install a galvanized steel gutter system below the sidewalk including: Modify the standard gutter as required to suit the design dimensions; nstall galvanized steel flashing at the drain holes along the curbs of the entire bridge; nstall galvanized gutter below the sidewalks of the entire bridge including end caps, outlet pipe leading to the fibreglass collectors; nstall new gutter support brackets and all associated hardware; Hand brash clean and apply layers of zinc rich paint coating on the existing drain supports (which are connected to the new gutter support brackets). n the event that the existing drain support(s) are in poor condition (as determined by the ontract dministrator), and the poor condition is not due to the ontractor s workmanship/handling, then the drain of

5 support(s) shall be replaced with an equivalent or better support(s) to the ontract dministrator s satisfaction, all as directed by the ontract dministrator. nstall angle supports for the gutter system on the existing floor beam at pier locations; and ll connections, attachments, as shown on the ontract rawings and specified herein. he contractor shall verify dimensions of the gutter system including the locations and length of the outlet pipes based on the existing pier locations, prior to the commencement of work. g) he subsection titled Materials in Special Provision o. 9 SLL U SYSM SP, M on Pages 8 and 8 is deleted in its entirety and replaced with the fall owing: Materials. utters: Material for the steel gutter systems, including end caps, running outlet tube, bracket supports, shall conform to SM M rade or.s W and shall be hot dipped galvanized after fabrication in accordance with S Standard l. racket Supports shall be galvanized bent steel plate with stainless steel bolts. eplaced drain supports shall be galvanized bent steel plate.. lashing: Steel sheet for flashing shall conform to SM /M, lassification LQ, rade, Z zinc coating designation,. mm minimum base steel thickness, commercial quality. Welding shall conform to.s. W9. asteners for flashing: n accordance with S ill; lat head nails of length, type and thickness suitable for metal flashing application and have sufficient length to penetrate minimum mm into the timber deck. h) he bulleled section titled rating treads under the Materials subsection in Special Provision o. 8 % LiV ML S SYSM SP, M 8 on Page is deleted in its entirety and replaced with the following: rating treads: n accordance with SM /M, Z. alvanized steel antislip diamond safety grating treads with galvanized steel checker plate nosings. he checker plate nosings shall be 0 mm to 0 mm deep and painted with black. Size: n accordance with ontract rawings. Manufacturers: MS. K industries. r approved equivalent. i) he subsection titled Scope in Special Provision o. UU PP U LS SP$, im $8 on Page l is deleted in its entirety and replaced with the following: of

6 oronto Scope n addition to any other utility locating requirements contained in legislation and the ontract, and as specified in perational onstraint ransit ommission acilities in Section, the ontractor shall carry out locales or the existing underground dry pipes and electrical conduits by electromagnetic induction and ground penetrating radar (P) to determine the exact location and depth of utilities. he locates shall be performed prior to commencing any excavation or caisson drilling work for thc staircase replacement. he ontractor shall excavate in a nonmechanical way, such as a vactium truck or hand digging. to expose the existing utilities and verily their location, size, and elevation. he ontractor s Subsurface xcavation Plan must he submitted to the ontract dministrator two () weeks prior to excavation. he ontract dministrator s approval must be obtained before starling excavation work. he ontractor shall note that the size, depth, and location of known existing utilities and structures shown on the contract drawings are indicated for guidance only. ompleteness and accuracy is not guaranteed. he ontractor shall also note that portions of the rehabilitation work will be performed over an operating subway line, cut off wall, and strut. he ontractor shall locate, protect and maintain all these properties. he ontractor shall submit a copy of (he locate sheets supplied by the utility locators to the ontract dministrator prior to constrtiction. he ontractor shall notify the ontract dministrator immediately in writing of any discrepancies between the information obtained by the ontractor and the information contained in the ontract as well as any potential conflict between the staircase foundation and the existing utilities. egardless of the method(s) used to locate utilities, it is the ontractor s responsibility to ensure that all the Work is completed within the number of Working ays or within the schedule outlined in the ontract. o extension of ontract ime shall be permitted for meeting the requirements of this Supplementary Specification, nor shall any delay claim he considered by the ity if the ontractor fails to meet this responsibility. ll the utilities and structures encountered shall be maintained and protected from damage.. Questions and nswers Q. l. With respect to the above tender for len edar oad Pedestrian ridge ehabilitation, under the nformation for idders Section 8. Mandatory Submission equirements Pail xperience and Qualifications orm, it is indicated that the idder s subcontractor for structural steel cleaning and coating must have completed stipulated work. understand that there are ity s orms to complete for the idder s experience but are there separate forms for the idder s subcontractor(s) to complete as well or can they use the same forms? he idder s experience and the Subontractor s experience should both be provided on the same xperience and Qualifications orm contained in Section on Pages and S of the ender ocument. s indicated on the form, the idder may attach separate sheets if more space is required. of

7 Q. an the ity of oronto confirm if access platforms can be hung from the underside of the structure in order to provide adequate working access for eneral ontractor and for the oating ontractor. lso, can the ity provide the load limits of this access platform. l ccess Platforms can be hung from the underside of the structure. he platforms shall be designed, constructed or assembled, and inspected in accordance with PSS.MU 9, PSS99, the current HS and the manufacturer s specification. he total load limit is specified on page 9 of the ontract ocument, under tems 9 and 0 (SP ). Q. here does not seem to be a clearing and grubbing item within this contract and the site visit would indicate a significant amount of clearing and grubbing we are required to complete in order to gain access to the structure.. learing and grubbing is covered under the ccess and Protection item, Please refer to the ree emoval item. Q. Sheet S0 details the construction staging. and shows the negative pressure enclosure for steel coating in stages. hese stages are split longitudinally along the bridge. SP Protection enclosure and work platform, states at no time shall any one span be more than ½ enclosed. oes this mean ½ across the span? f you read both of these specs together. is the intent to have enclosure stages per span, longitudinally and transversely? S. he intent of the Special Specification, P, is to have two () enclosure stages per span, longitudinally along the bridge. Should you have any questions regarding this addendum contact Marie unkley at marie.dunklev@ioronto.ca. Please attach this addendum to your document and be governed accordingly. idders must acknowledge receipt of all addenda on the space provided on the ender all over Page as per the Process erms and onditions, Section. tem 9 ddenda, of the ender all document. ll other aspects of the ender remain the same. Yours truly, / V Joanne Kehoe Manager, onstruction Services Purchasing and Materials Management of

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12 WS 0 08.L. MMS SYMML 00 W M x 98 W M 8x SWLK (YP.) % 0 S0 W M 8x K 0 S0 YP. PPLY SU SL % % S W M 8x SWLK 8.L. P.J. L SML WH L '' S0, WU L U W M x XS P L 0 / (S) 0 PH P M P XS SL SS M (YP.) 00 W U LSH S P WS (YP.) W SL S 0 W HL XS HL 980 S :0 XS LL US PL (S L. W.) XS L MS M WS XS SL USS M (YP.) HL K SWLKP LS :0 W M 8x SWLK (YP.) 8x UUS LVZ SL PL % W M 8x0 U 0 mm L LVZ 00 / (YP.) 8x00 K P 8x UUS LVZ SL PL PV mm. 00 / % W M 8x SWLK (YP.) W M 8x0 U 0 0 mm L LVZ 00 / (YP.) W M 8x K W M 8x K W L, S L WS W M 8x SWLK SUPP L XS PLL W M x K S 00mm L LVZ SW 00 / (YP.) W M x K S L. MMS SYMML W M 8x SWLK (YP.) mm L. L 0 / 0 W M 8x K S0 YP. PPLY SU S SL % % L SWLK P (SUUL SP S PPH SPS) : L SWLK SUPP WY M P (SUUL SP S PPH SPS) : mm HK P (ULL WH) 0 L M: K:\Proj\0\08 esign and evelopment\structural\w orking rawings\0urrent\esign\s.dgn 8//0 0:0:0 M LS UP: ::9 PM 8//0 P: XS UM WWLLS XS SL SS M (YP.) L M (YPL PPH SP SWLK) : 0mm L L (YP.) 0 S : WWLLS HL K SWLK PPH SP SUUL SP S mm P st. LM. nd. LM. rd. LM. 00mm L LVZ L (YP.) M SWLK o. : S VS mm L LVZ L (YP.) M K J.Y. 0 SSU J.Y. L VSS L M (YPL XP PPH SP SWLK) : S : S S L st. LM. nd. LM. rd. LM. P PSS V W SL S.M. YU L S L P PSS V M. W L ngineering and onstruction Services MHL ', M..S., P.. H XUV, SU SVS K LZ, P.., S SU MUPL SUU HL PJ LUS JSUS, P., M S, SUUS XPSSWYS S SL: : J.Y. M.W. S JULY, 0 W HK S.W. K PS W UM L: W M XS SL S MSS MLLMS ULSS HWS SHW 00 mm L W W SL L HL # o. S0 S0 SH S of

13 0mm W M x SUPP UUS M0 L L S S SU J W HL 0x UUS W M K mm MX. 0 W M K XS HL Lxx PXY S UV W SS PPL U K SL H (MULPL PPLS S QU LL H P) XS L M U V : LV SWLK SUPP W PS, W PS UMS : S S SU J 00mm M. L SS W 00 (YP.) W M 8x K % % M0 L L W M x SUPP YP. W M x SUPP LVZ SL L 0 SP L M: K:\Proj\0\08 esign and evelopment\structural\w orking rawings\0urrent\esign\s.dgn 8//0 0::0 M LS UP: :: PM 8//0 P: M0 L HL 9. L W HL 0x UUS XS HL XS L WS W LV. M LS XS L HLS L : YP. XS L M o. W Lxx., PLLL H XS L, P L PL ( QUL SP) L WH XS L W HL 0x UUS XS HL 08 L VS J.Y. 0 SSU J.Y. L VSS S YP. YP. XS L M L : S L P PSS V.M. YU L S L P PSS V M. W L LL 00 W S, SLL M S M LS /W U VL WSH PL WSH : 0 W S L L ngineering and onstruction Services P.. SU SVS W M K H XUV, S W S0x9 S W LV. L MHL ', M..S., US K LZ, P.., S SU MUPL SUU HL PJ LUS JSUS, P., M S, SUUS XPSSWYS S SL: : S L Y J.Y. M.W. S : * S JUS JULY, 0 W HK S.W. SL WK W UM L: HL # W M W SL MSS MLLMS ULSS HWS SHW 00 mm L W W SL L o. S0 S0 SH S of

14 .L..J..L..L..L. 09 (M SPS).L..J (PPH SP).L. P.L. P.L. P.L. P 0 88 HHL. PP (YP.) UL & WPP PP (YP.) (YP.) (PPH SP) 88 0 SH. SLP SLP SLP SLP SLP SLP SLP SLP SLP SLP HL SLP SLP SLP SLP 0 0 SLP SLP SLP SLP SLP SLP SLP SLP SLP SLP PL LYU :00 S: XS PL MV (YP.). LVZ LSH U HLS / SWLK PL YP. LL HH S mm L LVZ L / M K. LVZ LSH U HLS / SWLK W LV. HL mm L LVZ L / M K 0... H SHLL SP LL LS WK PP SHP WS WH S S. LL XS MSS SHLL V S Y H. SUM SHP WS MS VW. PP SHLL SLL MPL K PLM. LL XS WPPS SUPPS SHLL MV LL HLS H MV LS SHLL LL WH SHKL U, S SH S. XS U MV XS PL MV (YP.) U H L XS L SMH H U SU U H L XS L SMH H U SU S : W0x9 PXY LL VS SU Y YP. SLSS SL LS PPLY S Z H P L WL (YP.) S (PPH SP SHW, SYSM HH S M SPS) : W mm HK. LV. PL SUPP K XS SUPP M L (S S ) XS S/ SS M YP. SU Y SLSS SL LS PPLY S Z H P L WL W mm HK. LV. PL SUPP K XS SUPP M (HH VS) L (S S ) YPL SUPP L : XS SSM ø LV. SL 8.mm HK. U J W U U UL S Y MUU LV. SL HU H PP J SHLL L HML MVM MMUM MPU 0 (0 0 ). LL SL MPS SYSM, LU LL S, SHLL H P LVZ WH S /SM9 ULSS SLSS SL S PV. L US SL PP HL/U L P WH S Z H P. PP KS SU LY SU, LY HSV H LS SHLL US. HY SHLL QUVL SM M, SZ M0, WH MMUM MM LH 0mm. HSV H SLL U MUU'S MMS. US ML V XS. MXMUM PV PP LH = m. SLL MXMUM VLL PV LU LW PS. PPS 0 mm. (".) UV P P.V.. PPS LU WH LU MM Y H Y. 0. H VUL LH PP M H 900 mm L MUS SUPP Y LS KS. L M: K:\Proj\0\08 esign and evelopment\structural\w orking rawings\0urrent\esign\s.dgn 8//0 ::9 M LS UP: :: PM 8//0 P: M L XS L M. LVZ LSH U HLS W Lxx9. H S XS U L (YP.) S MVL SS M L PS : 00 S W SS M L PS : W0x9 / SWLK XS mm L LVZ L YP. SSM / M K o. 0 S : 08 SUPP S XS SUPP W U J.Y. 0 SSU J.Y. L VSS W mm HK. LV. PL Lx00x0 S ( SPS) W0x9 (HH M SP ) S W U S L P PSS V.M. YU L PL : S L P PSS V M. W L XS SUPP XS P L W0x9 WS U SHW S U SML U PPS : ngineering and onstruction Services MHL ', M..S., P.. H XUV, SU SVS LSS LL, S W. S YPL U /PP S VW K LZ, P.., S SU MUPL SUU HL PJ LUS JSUS, P., M S, SUUS XPSSWYS S SL: : J.Y. M.W. S JULY, 0. PV KS MX 000 mm S....P. PP SP QUMS, S UM.. XS SUPPS H USH L WH LYS Z. SHLL H XS SUPPS P S Y H MS, PL SUPP WH QUVL SUPP H MS'S SS. S:.HZL US LW SHLL SM S XS..LL W LUS MUS HV MVL WH H PS PLUS..LUS SLL LL LWS S PPS. L: W HK.X. W M MVL HL # PS W UM MSS MLLMS ULSS HWS SHW 00 mm L W W SL L o. S0 S0 SH S of

15 QUL SPS ( PSS) 00 MX. V. MMS (YP.) ("x") M PS (YP.) 0 0 S P 00 MX. V. MMS (YP.) S SML M L 0 W LS H PS (YP.) /. L (YP.) 90 L SP J. S SML.J. L M: K:\Proj\0\08 esign and evelopment\structural\w orking rawings\0urrent\esign\s.dgn 8//0 :: PM LS UP: :: PM 8//0 P: 00 XU W SPS UH SU Y'S.S.W. S M@00 0 8M 0 S UL '' L. SS S :0 0 (YP.) (YP.) 0 8 o. 0 0 = 8 SPS X 0 = 800 : MX. V. MMS (YP.) 8 / :0 S S SS YP (YP.) ("x") M PS (YP.) L U. SS 0X0 M V. MMS (YP.) PL SS YP LVZ SL 0X S P S H SPS SHLL P H YLLW (0mm W) (YP.) 8X0 M L (YP.) 9 (...) = J.Y. SS LS VS LVZ SL HL (YP.) M PS (YP.) LVZ SL S (YP.) 0 SSU J.Y. L VSS LVZ SL S (YP.).J. ( M. SUPP L (YP.).L. SS.L. SS.L. SS M LK (YP.) HL (YP.) (LL H MSS MSU V S, S.). 0. SS (YP.) (LL H MSS MSU V S, S.) LVZ SL S S SLP M SY WH HK PL SS, S SHLL WH LK LU LVZ SL S (YP.). SS (YP.).L. SS 8X0 P L (YP.) 0x0 V. (YP.) "x" PS (YP.) 8X0 M L (YP.) 0. S.S. L WH WSH U LVZ SL S S SLP M SY WH S, SS SHLL WH LK L (YP.) MX.) W SPS SPS PL :0 SL H 8 S 0 S L P PSS V S.M. YU L S L P 0 PSS V.L. SS M. W L.L. SS :0 S L L :0 SML 8 YPL SPL PL L (YP.) / 8 J.Y. M.W. S = 9 SPS X 8. = 0 00 MX. V. MMS (YP.) M@0X0 MSH 8 ngineering and onstruction Services P...J. UH. SU Y'S.S.W. S.mm HK LV. M SL H K, PPV QUVL HL SPL PL ULL SH, SU SVS /. L (YP.) MHL ', M..S., H XUV UH S SU Y'S.S.W. S.J. ( M. MX.) SUPP L (YP.) S S: SU WS. ML S, S SH S0. SPS LS SHUL kpa ( psf). S SL: : JULY, 0 0 :0 S S SS YP :0 PL SS YP H SHLL PM P SU SUVY SLSH HZL L P, LV L P. LV L P WS X M H L SLSH WP PS Y MK L PS,,. LL MSS SHW H S L LYU HL LY. LL MSS SHLL SLSH S MH H XS MKM UP H P SU SUVY. H SHLL S H SS LU LS LS: S L SHLL S S H S (S SH S0) Y SSLY S ULS XP LV L LV S SHLL KP S W SHW, LS UL JUS Y S' QUMS. L SP S SHLL H L/00 mm. H U U SHLL SP PPV Y HL P PL H S U. H MS SHLL LS WK V H SS WK WH H HL. K LZ, P.., S SU MUPL SUU HL PJ LUS JSUS, P., M S, SUUS XPSSWYS 8. (YP.) SML.L. SS.L. SS.L. SS W SPS. 0. SS (YP.) SS LS W HK S.W. SML LVZ SL 0X S (LL H MSS MSU V S, S.) (HL SHW LY. LL H MSS MSU V S, S.) W UM (...) = 0 HL # LVZ SL S S SLP M SY WH S, SS SHLL WH LK L (YP.).J. ( M. MX.) L: MSS MLLMS ULSS HWS SHW 00 mm L W W SL L SL H 0 W M W W SL o. S0 S0.L. SS.L. SS SH S of

16 S 00 MX. V. MMS (YP.).L. SS 0. S.S. L WH WSH U S 90 0mm HK USS PL /. L (YP.) 00 0 (YP.) 0 #.J. YP. X S HM 0 / SS mm HK P PL 0mm HK H S #.J. LVZ SL 0X S SUPP L (YP.) #. (YP.) = SPS X 0=00 = (...) SL H M V. 0M SPL.. 0 L 0M 00 PH SS 0mm HK S PL SHK U 00 M. 0 MX. 0. S.S. YP. SHK U 0 M. W0x0 0mm SL HLS 0. S.S. L WH WSH U S SS YP 00 MX. V. MMS (YP.) (LL H MSS MSU V S, S SH S.) : S :0 00 M. M V H.. 0. S.S. H 0 0.L. SS LV S W SPS UH. SU Y'S.S.W. S.J. ( M. MX.). 0. SS (YP.) LVZ SL S S SLP M SY WH S, SS SHLL WH LK L (YP.) S S. 0 0 U :0 UUS S : XPS J LVZ SL : L M: K:\Proj\0\08 esign and evelopment\structural\w orking rawings\0urrent\esign\s.dgn 8//0 ::8 PM LS UP: :: PM 8//0 P: 9 #.L. SS 8 0 M LK (YP.) HL (YP.) 00 / L LVZ SL S (YP.). SS (YP.) 0 S :0 9 # PL SS YP o. :0 :0 # (HL SHW LY. LL H MSS MSU V S, S SH S.).L. SS 8X0 P L (YP.) 0x0 V. (YP.) "x" PS (YP.) 8X0 M L (YP.) 8x0 P L. S.S. L WH WSH U. S.S. L WH 08 SS LS VS J.Y. 0 SSU J.Y. L 0 0 WSH U 0x0 M V. 0 VSS.J. ( M. MX.) 0 : H P PS.L. SS ("x") M SS S ("x") M PS 0x0, mm L L H 8x8 HL x0x0 M LKS S L P PSS V 0mm SL HLS 0. S.S. L WH WSH U 0mm HK SS 00 M. 0 MX..M. YU L 00 ("x") M PS LVZ SL S (YP.) 80 0x0, 0mm L LVZ SL SY S 0 S SLP M SY WH SS, S 0mm SL HLS SHLL 0. S.S. L WH WH LK LU WSH U mm P P Lxx9. SUPP L 0. S.S. L WH WSH U mm HK P PL 0mm HK PL 0 00 S : S L P PSS V M. W L 0mm HK P PL SHK U HM. SS (YP.) ngineering and onstruction Services S : S SL: : S (YP.) LVZ SL SY S S SLP M SY WH 80 SS, S SHLL WH LK LU L SL mm P P Lxx9. SUPP L 0. S.S. L WH WSH U W0x0 SHK U HM. SS (YP.) J.Y. M.W. S JULY, 0 MSS MLLMS ULSS HWS SHW 00 mm L W W SL SS LS W HK S.W. W UM L: W M 0. S.S. HL 0. S.S. HL HHY 00 HSV HHY 00 HSV H H H H 0 0 WH US 0 0 WH US W PPV QUVL PPV QUVL.L. SS.L. SS MHL ', M..S., P.. H XUV, SU SVS K LZ, P.., S SU MUPL SUU HL PJ LUS JSUS, P., M S, SUUS XPSSWYS L HL # W SL o. S0 S0 SH S of

17 "x" M PS 00mm L S L WLK SU S PL K SS, PH S, S P S.0 YLLW HZ SP 0 WH LK ( 0 SLL P HL P L SLL P HL 8x8 HL 0 00 L SL S W SS L WLK SU S..S..J. 9m m L H SS 8x8 HL x0x0 M LKS x8 P L M S.S. L, WSH U 0x0 M V. S "x" M PS XU SP (LK) L U LVZ SL 0X S 90 ("x") M PS 8x0 M L 00 SL S S W. S & S W SS 0 LK XUL W SPS (UMUM) 0 M0 S.S. L WH WSH U M S.S. L, WSH U 0 UL '' 0 HZ SP S HL :0. SS (YP.) L 8 SHK U 00mm 0 XU W SP LS M S..S. L 0 0 YP. m m 0 0mm. L HL, YP. SQU LVZ HSS xx.8x80mm L x mm SLS HL M0 L L M: K:\Proj\0\08 esign and evelopment\structural\w orking rawings\0urrent\esign\s.dgn 8//0 :: PM LS UP: ::8 PM 8//0 P: PVM/ L m m MX. mm mm (YP.) L WLK SU (S ) o. mm (YP.) SS S L WLK SU S..S. m m MX. 08 J.Y. S, L VS 0 SSU J.Y. L VSS PVM/ L UL '' S S S L P : PSS V.M. YU L S L P PSS V M. W L 00 S : ngineering and onstruction Services MHL ', M..S., P.. H XUV, SU SVS K LZ, P.., S SU MUPL SUU HL PJ LUS JSUS, P., M S, SUUS XPSSWYS M S.S. H USHP H S S SL: : L : S J.Y. M.W. JULY, 0 0 x mm S SLS W HK S.W. PL : SS L W UM L: HL # W M W W SL MSS MLLMS ULSS HWS SHW 00 mm L W W SL L o. S0 S08 SH S of