WPC 2QB$R ZCourierw RomanCourierCourier BoldCourier Italic@`7@HP LaserJet 4HPLAS4.PRS 4d\( @\*"P@  X` hp x (#%'0*,.8135@8:, P age,  s5  F ooter, B , E dit. Delete the "Project Name (ftr B)" text and replace  s55 it with the name of the project (bolded) . , until you arrive at the document text.(# D.The Guide Specifications are being reviewed and revised. Your technical comments on any guide spec would be greatly appreciated. Also, any specs that are written "from scratch" that would benefit others could be sent to either Dion Dishong or Lori Quayle, RS110.(#  s5n  DRAWING DATA REQUIRED: Location and detail drawings as needed. A. 1.01A: Insert company name of building specified.(# B.1.02A: Select or add applicable design codes.(# C. 1.03B: Insert number of copies of Design Computations required. Normally 3 copies are required. Distribution after review is normally 1 copy to the CO, 1 copy to the contractor, and 1 copy to the project file.(# D.1.03C: Insert number of Design Drawings required. Normally 3 copies are required. Distribution after review is normally 1 copy to the CO, 1 copy to the Contractor, and 1 copy to the project file.(# E.1.03D: Insert number of copies of Shop Drawings required. Normally 5 copies are required. Distribution after review is normally 1 copy to the CO, 3 copies to the Contractor, and 1 copy to the project file.(# F.4.01 and 4.02: When a "lump sum" Contract is used, delete the title PART 4: MEASUREMENT AND PAYMENT, and both articles from specification section. Measurement and payment will be addressed in Part 4 of Section 01010.(# ")0*0*0*Ԍ s4  REVISIONS OF THIS SECTION:  r5  CSI format, editorial changes: 3/97 Metric: Technical Update: 2/91 POINT OF CONTACT: Lydia Creager Phone: (303) 23695030*0*0* P XM s4 #d `7#`P(#4BUILDING PROJECT FOUNDATION PROCEDURES Project Name (ftr B)` (#T[3/97] .01351   b-SECTION 01351  BUILDING PROJECT FOUNDATION PROCEDURES PART 1: GENERAL 1.1SUMMARY(# A.Section Includes: When the pre-engineered building furnished is the [____________] building specified and shown on the drawings, the foundation shall be constructed as shown and no design is required. When any other building is furnished, the Contractor shall design the necessary foundations for such building in accordance with this specification.(# 1.2SYSTEM DESCRIPTION(# A.General: All footings and other substructure elements shall be designed using the load and reaction data provided by the building manufacturer's engineering department. Loads and reactions used shall also reflect the results of analysis to incorporate local snow, wind and seismic conditions into the design. The following values shall be the minimum used:(# 1.` ` Snow Load [_____] lb. per square foot.(#` 2.` ` Wind Load As produced by a "Basic Wind Speed" of [_____] mph(#` 3.` ` Seismic Load Zone [_____].(#` B.Subsurface Conditions: [The design shall be in accordance with the subsurface conditions and design criteria recommended in the geotechnic report entitled [__________] prepared by [_____________] which is available from the Contracting Officer.] [The design shall be in accordance with the following criteria:(# 1.` ` Soil Bearing Pressure [_____] psf(#` 2.` ` Backfill (Against Foundation) [_____] % mas, dry density, ASTM D698(#` 3.` ` Lateral Force on Retaining Walls [_____] psf/foot min.(#` 4.` ` [All criteria used in the design shall be cited in the computations. This citation shall give the source of the criteria and provide justification for its use in the design.] [All assumptions used shall be clearly represented as such.](#` C.Design Requirements: Shall be designed utilizing the metal building manufacturer's frame reaction data and shall conform to the area and the shape as required for forces to be resisted.(# D.Reinforcing: Shall be a two way mat of reinforcing steel bars placed in all footings allowing 3 inch clearances to footing bottoms and edges. Properly anchor the vertical pier dowel reinforcement.(# E.Footing Concrete: Shall be placed on an engineered fill, cemented soils or gravel at or below the depth indicated on the drawings. Provide temporary drainage of ground water when required.(# F.Column Piers: Shall be the necessary size and shape with necessary reinforcing as required for forces to be resisted, the size of metal column or rigid frame base plate.(# 1.` ` Vertical Pier Reinforcing: Shall be tied to footing reinforcing and spandrel wall or grade beam.(#` }&0*s's'ԌG.Pier Footings:(# 1.` ` Reinforcing: Shall be a two way mat of reinforcing steel bars placed in all footings allowing 3 inch clearances to footing bottoms and edges. Properly anchor the vertical pier reinforcement into the footing.(#` 2.` ` The top of spread footing shall be at the following minimum depths below local grade:(#` ` ` a.@ @ Exterior Footings [Frost depth plus one foot.](#@ ` ` b.@ @ Interior Footings [Floor elevation minus 1 1/2 foot](#@ ` ` [All footings shall at sufficient depth to resist uplift forces.](#` H.Grade Walls or Grade Beams:(# 1.` ` Shall be a minimum of 8 inches in thickness.(#` 2.` ` Shall include reinforcement in two layers.(#` 3.` ` Shall be designed to participate in resisting building loads including uplift.(#` I.Tie Rods:(# 1.` ` Reinforcing Bars: The horizontal frame thrust shall be resisted by reinforcing bars extended from one pier to the opposite pier at or under floor level construction. Size of bar shall be as required for the forces to be resisted for the building height and span shown on the drawings. Contractor shall encase all tie rods in concrete. Splices shall be an approved weld.(#` 2.` ` Threaded Rods and Turnbuckles: May [not] be used in lieu of reinforcing tie rods. [Size of the rod or turnbuckle shall be the metal building manufacturer's recommended standard unthreaded diameter. Threaded rods and turnbuckles shall be coated with a bituminous paint after final adjustment in tension and encased in concrete.](#` 3.` ` Hairpin Bars: Not acceptable.(#` J.Anchor Bolts:(# 1.` ` In Column Base Plates: Shall be steel anchor bolts of diameter, length and configuration as recommended by the metal building manufacturer and shall be embedded in the top surface of concrete piers.(#` 2.` ` Location: Center to center dimensions shall be strictly adhered to between adjacent piers, opposite piers and within individual piers as indicated on approved layout drawings provided by the building manufacturer.(#` 3.` ` Sidewall Paneling Base Channel or Angle: Fasteners shall be installed as per metal building manufacturer's recommended size, length, and configuration. The spacing along the spandrel wall or grade beam of fasteners shall be as recommended by the building manufacturer..(#` 1.3SUBMITTALS(# A.General: Submittals shall be according to Section 01300 Submittals. Submittals of foundation designs shall be received by the Contracting Officer no later than 30 days after the Contract is awarded.(# B.Design Computations: Submit [ ] copies of design calculations for the structural foundations, footings, piers, slabs and grade beams to be used on this project. Design shall be according to the requirements of this specification section. Design computations shall be prepared by and bear the stamp of a registered professional engineer.(#}&0*s's'ԌC.Design Drawings: Submit [ ] copies of design drawings for structural foundations, footings, piers, slabs, and grade beams to be used on this project. Drawings shall be prepared by and bear the stamp of a registered professional engineer. Drawings shall be [same] [larger] scale as the full size Contract Drawings.(# D.Shop Drawings: Submit [ ] copies of the shop drawings for the reinforcement and embedded items to be used on this project. Drawings shall be prepared by and bear the stamp of a registered professional engineer. Drawings shall be [same] [larger] scale as the full size Contract Drawings.(# 1.4QUALITY ASSURANCE(# A.Foundation Work: No foundation excavation or foundation construction shall be undertaken until the design submittals have been submitted and approved.(#  PART 2: PRODUCTS (There are no applicable requirements.)  PART 3: EXECUTION (There are no applicable requirements.)  PART 4: MEASUREMENT AND PAYMENT 4.1METHOD OF MEASUREMENT(# A.Units: The work described in this section will not be measured for payment.(# 4.2BASIS OF PAYMENT(# A.Payment: No direct payment for the work described under this section will be made. Consideration for this item shall be included in the bid price for other items of the Contract.(# 0,END OF SECTION