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Home My WebLink AboutW-03230CA E PIZ o I �._l M P-,OF Fu D F7 ibt� 01�i - POW PROVO P-M Subcontractor P-W SvbcqotrwzM'r P-M Subcontractor Provo Shwa F-M Subcontractor P-M Field Crew MEK: In some installati�s, shear bar slats in pier tops my am be presenit. DRAW NGS PREPARED AT r NO. 1 DATE DMI11MON OF HVISION BY OPEN HOLES- GRIT BLAST YES ❑ NO K SHOP PAINT - K! 0 PAINT CONTACT SURFACES YES NO PITTSBURGH --DES MOINES STEEL CO. ENGINEERS- FABRICATORS - CONTRACTORS PITTSBURG, PA. WARREN, PA. BRISTOL, PA. BALTIMORE, MD BIRMINGHA-M, ALA. DES MOINES, IOWA PROVO, UTAH STOCIGIONI,CAUF. SANTA CLARA, CALIF. FRESNO, CALIIF. 7- BY ATE DRAWN I �-7_ � 9 DRAWING NO. OiECKED 'T3 CONTRACT NO. -:f - BILL PAGE DWRIETIMS FM DRt MKING UU0491L COLVA OR RIZR BAN Do not scaie any dmaing. Check all dimensions on. the ground. If FIATES FM zM any dimensions do wat check, do not proceed until they have been verified or corrected... These foundations are designed for bearing an good. firm natural earth; clean, dry sand; firm clay; or other Unless the specifications or drawings indic&te otherwise, the following pro- *oil having a safe bearing capacity of 4,S00#j*q.ft. under dead load cadure should be used for 1 dry-packing undor base plates: plus live lead, and 6,00Wsq.ft. under dead lmd plays live lead p`m Material furnished and placed by P-OK Erection c -raw. Thoroughly mix I part earthquake lozad-K. If the *oil at the bottom of the emavation is not cement an4-24 parts sand, by volutes, adding gLIX enough water to make this equal to the above requirements, if it is am of an nUorm, bearing value, or if there are say stream or swoosst mar by which material siold or hold shape when pressed firmly in hand. Do not six =ore s-414— -F the foundations, eansult ang i your neer than will be wed in 30 minutes. or as before proceeding as we assume no responsibility for the safe bearing value of the soil. Pew piers nowlithically except as Thoroughly clam and dampen well tte surfaces of the pier top and shear bar noted, Bottom slab of riser pier my be poured Independently if slots. Base plates shall be levelea an shims or was and anchor bolt nots prope.rly keyed to the rest of the pier and dowels are mod as shown. tightened. Do rAot porn-it weight of concrete to pall anchors eat of p0aition using "all amounts of this material at a time, firmly park it around shear while pouring. Build top of all column piers and riser pier to the olamtious shown an Drawing 91. The top portions of piers to bars, if any, by means of homer and ram. Use natal bar for ram. /A lawk V below the proposed ground level shall be finished pocath Any saall holes soy be trawaled *var with awtar 48 SOM &6 possible After shear bar slats. if any, - hne been filled sad &ck , we hastier and after the forms are removedbase ran to peak under the base plate, working from shas bars, if any, outward. When at least one third of the area wader "the base plates, where there are Concrote mi:xture to be Psi at 28 UyX' so @him. has been packed. when dry pack reaches *him. anchor nuts should - 'VW complete dry -packing and tighten be loosmed 1/2 turn and shims remOredr than co RoWercing bars shall be of • intarmediate grade steel A.S.T.M. 4305 anchor nuts. deforned. Using a trowel, fors material vertically around edge of be** plate. With a All reinforcing steel to be fabricated in accordance with American whisk broom or paint brush, dampen well the surface, and dust with I part sand and I part cemmt mixture. Travel edge to smooth finish, brushing an Concrete Institute Handal - latast addition. 900 hOOks shall be - "D11 water as needed. made around a spool having a =Lal diameter of 8 rod dimatorn "d". fallow] this same procedure for beveled edges, and all ezposed S;alAces. if shear bar slate extend through chanferred edges of concrete pier top. ov _j Won A TASK WALL wV)! B& 7 IU 1=11 ULTU UNTIL ANNZ D R&S 'U POW PROVO P-M Subcontractor P-W SvbcqotrwzM'r P-M Subcontractor Provo Shwa F-M Subcontractor P-M Field Crew MEK: In some installati�s, shear bar slats in pier tops my am be presenit. DRAW NGS PREPARED AT r NO. 1 DATE DMI11MON OF HVISION BY OPEN HOLES- GRIT BLAST YES ❑ NO K SHOP PAINT - K! 0 PAINT CONTACT SURFACES YES NO PITTSBURGH --DES MOINES STEEL CO. ENGINEERS- FABRICATORS - CONTRACTORS PITTSBURG, PA. WARREN, PA. BRISTOL, PA. BALTIMORE, MD BIRMINGHA-M, ALA. DES MOINES, IOWA PROVO, UTAH STOCIGIONI,CAUF. SANTA CLARA, CALIF. FRESNO, CALIIF. 7- BY ATE DRAWN I �-7_ � 9 DRAWING NO. OiECKED 'T3 CONTRACT NO. -:f - BILL PAGE