Ariston Pacific, Inc. 5/9/2016 - Laserfiche WebLink

I 1 3. The Contract number, Contract title, and sequential sheet number. These shall 2 also be on any related documents. 3 4 4. Identify where the falsework and formwork plan will be utilized by referencing 5 Contract Plan sheet number and related item or detail. 6 7 6-02.3(16)A Nonpreapproved Falsework and Formwork Plans 8 This section, including title, is deleted in its entirety and replaced with the following: 9 1 10 6-02.3(16)A Vacant 11 12 6-02.3(16)B Preapproved Formwork Plans I 13 This section, including title, is revised to read: 14 15 6-02.3(16)B Pre-Contract Review of Falsework and Formwork Plans 16 The Contractor may request pre-contract review of formwork plans for abutments, 17 wingwalls, diaphragms, retaining walls, columns, girders and beams, box culverts, 18 railings, and bulkheads. Plans for falsework supporting the bridge deck for interior 19 spans between precast prestressed concrete girders may also be submitted for pre- 20 contract review. 21 22 To obtain pre-contract review, the Contractor shall electronically submit drawings and 23 design calculations in PDF format directly to: 24 25 BridgeConstructionSupport@wsdot.wa.gov 26 27 The Bridge and Structures Office, Construction Support Engineer will return the 28 falsework or formwork plan to the Contractor with review notes, an effective date of 29 review, and any revisions needed prior to use. For each contract on which the pre- 30 reviewed falsework or formwork plans will be used, the Contractor shall submit a copy 31 to the Engineer. Construction shall not begin until the Engineer has given concurrence. 32 1111 33 If the falsework or formwork being constructed has any deviations to the preapproved 34 falsework or formwork plan, the Contractor shall submit plan revisions for review and 35 approval in accordance with Section 6-02.3(16). 36 37 6-02.3(17)A Design Loads 38 The fifth paragraph is revised to read: 39 40 Live loads shall consist of a minimum uniform load of not less than 25 psf, applied over 41 the entire falsework plan area, plus the greater of: 42 43 1. Actual weights of the deck finishing equipment applied at the rails, or; 44111 45 2. A minimum load of 75 pounds per linear foot applied at the edge of the bridge 46 deck. 47 48 6-02.3(17)J Face Lumber, Studs, Wales, and Metal Forms 49 The second and third to last paragraphs are deleted. 50 51 6-02.3(17)K Concrete Forms on Steel Spans 52 The second sentence of the last paragraph is revised to read: 1 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/3/15