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1 2 3 5 6 7 8 9 <br />E <br />lb <br />NEW 9* METAL <br />_SMU WALL <br />PER <br />ARCH <br />CRM� & MONORAIL <br />TRAVEL LIMITS <br />F <br />-T Ft <br />_j L'-J <br />NEW W 0 X 26 NEW W14 X 22 <br />(2 TOTAL) <br />TYP TRAVELING BRIDGE c.4 <br />_.PIIANE AILS NEIN W10 X 26 MONOR L <br />C14 —BEA-M <br />AL <br />PER ARCH <br />1/S1 <br />NEW W14 X 22 <br />NEW FDN <br />ADD TRAVIEL TOPS <br />TLD�' <br />T <br />(5 PLACES AS REQD (EA, RAIL) I <br />TYPICAL) ex, <br />NEW BRACE <br />EXIST FULL HT <br />(3 SPACES <br />.0 4/Sl TYPICAL) PARTITION WALL <br />2 <br />NOTES: <br />1. SEE BELOW FOR GENERAL STRUCTURAL NOTES. <br />2. SEE THIS SHEET FOR ERECTION SEOUENCE. <br />FOUNDATION PLAN <br />SCALE: 40=1--Cr <br />GENERAL STRUCTURAL 40TES, NORTH <br />QWFRNINQ QMF: The "Uniform Bulking CocW, 1991 Edition, as adopted and arnended by the City of GRO Use a nwshdnk epoxy or cementitioun grout with ultimate compressive strength at 28 days of <br />Everett shall govern design and construction. WN psi minimum, unless noted or shown otherwise. Reference Masler Builders Construction Products <br />and Setvice Division Product Information Catalog for specification of cernentillous. grout Nated below: <br />REFERENCE STANDARDS : Reference to ASTM and other standar& shall refer to the latest odition in <br />as of the bid date of Owner-Contraclor agreement except as noted in these documents or designated Anchor Son A Robar Grouting: Instal with Master Builders SET GROUT, a high -precision, non - <br />by the governing code. shrink, mineral aggregate grout. <br />OEOTECHNICAL : Allowable soil bearing capacity of 1500 psi Is assumed, AN prepared soil-bo&*V Bowling Plates & Equipment: Unless noted otherwise, for equipment foundations and frame <br />surfaces shail be Inspected by a Washington State licensed Soils Engineer prior to placement of concrete leveling, provide Master Bulliders MASTERFLOW 928 GROUT, a <br />and r*k*rckv steel. high -precision, non -shrink, natural aggregate grout. <br />QONTRAC RESPONS! ILITIES: The contractor Is responsible f(s conforming to all OSHA and WISHIA <br />safety standards. The contractor is responsible for safety In and around the site and for the strength and &VAUKtM QE QRQUMD BEHAR AND "HOR BOLTS: Core drill all rebar and anchor bo4 holes in <br />stabilfty of all partially completed structures. The contractor shall at his discretion ornploy the aid of a the existing slab cw concrete member to the depth noted on the construction documents. Holes should be <br />Washington State registered structural engineer to design all ternlxjrary bracing and shoring necessary to 3/80 to 1/20 Wester than boill or dowel diameter. Roughen sides of cores utilizing percussive drilling <br />complete the work described in INse contract documents. 11 is the contractors responsibility to be familliar techniques. Holes shall be free of all debris and surface residues prior to placement of grout. <br />with the work required in these cotis-truction drawWW and the reciii1rements for executing it property. The <br />3 contractor shag at his discretion consult with appropriate knowled;eable sources for demo outside his lovell LEAN G RETE BACKFILL : Follow ACI Comrnittee 229 requirements for *Controlled Low -Strength <br />of experience or competence. Material (CLSM) when mixing and placing the lean concrete backfill as specified In the consinx2lon <br />dowmerils. Minknum compressive strength to be 300 psi. Use standard slump cone to verify flow-abillily. <br />UTILIIY LM&IIQN : Existing utilities have not been located or shown on those plans. The contractor will Follow procedures given in ASTM D 4832-88, "Standard Test Method for Preparation and Testing of Sol - <br />determine the location of an underground uIllifies prior to any excavation. comorill Slurry Test Cyllinders." <br />LQAIILIMITS: Loads on the s1ruchme shah be kept within the limits of the design loads. CONCRETE REINF RCEMEN <br />SUBL41TTALS : Shop drawings shall be submitted to the Enghwr of Record prior to any fabrication or RPEFBFNGE SMUARDS : Detaill r9irgorcement In accordance with the NACI Detai*V Manuar by the ACI <br />construction of the structural steel. Committee 315. unless noted or shown otherwise. <br />SPECIAL CONDITIONS : Contractor shah verify an dirnensions In the field and shall provide adequate IMERIALS: <br />shoring and bracing of an structural members during construction. Contractor "I notify the Architect and <br />ShWural ErKoneer of an field changes prior to Installation or faixicallon.- REINFORCING BARS : Use deforrried bars. Conform to ASTM A-615, Grade 60, unless noted <br />otherwise. <br />MLSIEEGTION : Inspection by an approved testing lab shall be performed for grouted anchor boft <br />placement, field welding (visual only), and high -strength bolling for type A325 SC bons only. All prepared 21flUCIUR& STEEL <br />soill-boaring surfaces shall be Inspected by the Soils Engineer prior to placement of reinforcing steel. <br />REFERENCE STANDARDS : Steel construction Shall conform to the AISC "SpecIfIcation for the Desip, <br />Fabrication and Erection of Structural Steel for Buldingsa, 9th Edition, and the AISC "Code of Standard <br />DF-SIGN C ITF-111A Practice for Steel BWk*igs and Bridger. <br />LIVE LOADS: Root Snow Load 25 PSF MATERIALS: <br />Crane Loading as noted on the plans <br />Structural Steel (Wide flange) ASTM A-36 <br />WEEK LQAM: wind Method 2, Exposure B, Basic Wind Speed 80 mph C4nnadion material, embedded horns ASTM A-36 <br />Seismic Z - 0.30, C - 2.75. 1 a 1.0. Rw - 6 Steel Pipe ASTM A-53, Grade B <br />Structural framing bols ASTM A-325N or A325SC <br />WLBEARINQ: Allowable Soil Bearing Capacity: 1500 psf Anchor SoNs ASTM A-307 <br />W*kJlng Electrodes E70XX <br />CAST -IN -PLACE CONCRETE WELDING : Conform to AWS DIA "Structural Welding Code - Steel'. Welders shall be certified In <br />4 <br />accordance with AWS, WABO requirements. Use E70 electrodes of type required for materials to be <br />REFER ENCE_ SMUABUS: Concrete construction shall conform to ACI 301 "Speclicallons for Structural welded. <br />Concrete for BuNdWW*. <br />CONCBEIE SEQUIREMENTS: PAWING: AN steel to be shop primed according to Scott Poer Standard SpecificMions. <br />Strength Test Age Max. Agg. Max. W4 % AJr Slump <br />sizam Rallo Corm <br />Wd MGM <br />Foundations/SOG 3000 28 1 0150 0 4 <br />EMBEDDEn ITEMS : Verity the location for embedded items with suppliers or design consultants' drawing. <br />latest revision, before placing concrete. Location of embedded items not conforming with drawings shall be <br />reviewed by the Engineer of Record before placing concrete. <br />T.L.H. Apr. 15, 1994 12:54pm 94043SI.dwg <br />NEW MONORAIL <br />OR TRAVEUNG <br />BRIDGE CRANE <br />RAIL (,REF ELL) <br />FOR T STEEL) <br />IT/ V-1 W <br />A325N ALTS <br />NEW W1 4 X <br />BEAM PER <br />PLAN <br />SECTION <br />SCALE: I '-(f <br />bf + <br />NEW MONORAIL <br />BEAM PER PLAN <br />NEW � END CAP <br />TYPICAL CRANE RAIL STOP PLATES SCALE: 11�, (f 3 <br />_Vc�) <br />JUG1101011 AF_ajjFNCF_ FOR NEW COLUMNS ON GRID 8 <br />1. INSTALL NEW FOUNDATIONS FOR NEW COLUMNS ON GRID 8 AND <br />REPAIR SLAB. <br />2. INSTALL TEMPORARY SHORES (7 KIP) UNDER EXISTING PURLINS 24 <br />INCHES MAXINIUM TOWARD GRID A FROM EXISTING STRUT <br />CONNECTION (TO BE REMOVED) AT GRID LINE 8. <br />3. INSTALL NEW 50 STANDARD PIPE COLUMN UNDER EXISTING <br />PURLIN1STRUT AT GRID D AS DETAILED ON PLANS. DO NOT GROUT <br />BASE PLATES. <br />4. REMOVE EXISTING BWF24 STRUTS BETWEEN GRIDS 8 & C AT NEW <br />COLUMNS ON GRID B. <br />5. INSTALL NEW W11 2X40 COLUMNS ON GRID 0. <br />6. REMOVE TEMPORARY SHORES. <br />7. INSTALL NEW (REUSED) 8WF24 STRUTS AS DETAILED. <br />8. CHECK FRAME, PLUMB AS REOUIRED AND GROUT ALL BASE PLATES <br />ISSUED FOR CONSTRUCTION <br />REVISION NOTE <br />DUST <br />COLUMI <br />NEW W1 <br />BEAM PER <br />PLAN <br />k I <br />W1 (3) J"O A325N <br />BOLTS Y <br />DEMO EXIST WALLS <br />AS REOD TO INSTALL <br />BEAM. REPLACE <br />IN LIKE KIND <br />NOTE: CRANE RAIL <br />BEMS NOT SHOO <br />FOR CLARITY <br />SECTION <br />scAm. 2 <br />ROOF BEAM- <br />OMRTED FOR <br />CLARITY <br />Al <br />REF DOOR <br />OPENING <br />COPE WEB, <br />THUS T&B <br />tin X6 XO'-Sr <br />2 <br />5 <br />4 <br />40 <br />-H <br />WID <br />COPE FLANGES OF <br />INT TO 4! FOR - <br />NESTING AT WEB <br />OF 6 W 15.5 <br />40 <br />TE <br />in <br />Wi <br />T_ <br />39 <br />W <br />IV 1 <br />GIRTS BEYOND 3 <br />OWrTED FOR <br />CLARITY <br />RE � DOOR <br />0 'ENING <br />J*O A307 EPDXY <br />GROUTED AB W/ <br />Ir EMBEDMENT <br />EXIST CURB <br />PLATE <br />NEW BRACE @ GRID 'A' _G <br />-M&IM'sm- Sul: �=Js rf 4 <br />_ONUE414'1'� I a; I <br />vt <br />E CE 'i V ' <br />SCO <br />W'XICIUMMM111 <br />W M" MM W, 6 <br />D '".4 TO <br />COMMANO <br />q, <br />APR l!'11N. <br />SCOTT WORLDW%�q <br />10 INE = GLY FM X wn <br />jimmu, <br />MII UNG n Imm ON <br />IJVC. <br />__ <br />L <br />AN 0 MIX 10 K MW <br />at ffipmam <br />i�_.1111110 om <br />1EXPRES 7/24/94 <br />NEW SMALL VEHICLE <br />AS NOTED <br />610 MuM Strwt - SW& 2W <br />i2rund 7WA*t= MW <br />(Av) w-zm <br />REPAIR SHOP <br />94038SI.DVr, <br />1111111111PI TLH <br />'�/l 5/94 <br />JMD <br />5/94 <br />4/15/94 <br />JMD <br />--I-n/I <br />S1 <br />DATE <br />ffY <br />94038 <br />F JU I <br />2600 Federal Ave <br />C-17Y OF EV1rPPi1'F­' <br />24 23 22 21 20 19 18 17 16 15 14 .13 12 11 10 9 8 7 6 MICROBOX 6 7 8 9 10 11 <br />UIC9. Pdrmft countqr <br />-- -------- <br />-4 <br />12 13 14 15 16 17 18 19 <br />"AR <br />0 <br />F64 <br />20 <br />I 1 1 <br />21 22 23 <br />A_= <br />