WPC  2QB$R ZCourierw RomanCourierCourier BoldCourier Italic@`7@HP LaserJet 4HPLAS4.PRS 4dp@sQ\ ԃ@  X` hp x (#%'0*,.8135@8:, P age,  s5  F ooter, B , E dit. Delete the "Project Name (ftr B)" text and replace  s5K 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.(#  s5  DRAWING DATA REQUIRED: Drawings which indicate elevations of required stairs and handrails. Floor plans shall locate stairs and handrails. Drawings of floormounted and wallmounted railings shall indicate support methods. Stair drawings shall indicate tread and riser dimensions, lengths of runs, sizes and locations of supports. E.2.01A: Select appropriate type E or S.(# 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 this section. Measurement and payment will be addressed in Part 4 of [Section 01009] [or] [Section 01010].(# Y0*(( XM s4 #d `7#`,(#CHANDRAILS AND RAILINGS Project Name (ftr B)` (#T[9/96] .05522   b-SECTION 05522 n(HANDRAILS AND RAILINGS PART 1: GENERAL 1.1SUMMARY(# A.Section Includes: Furnishing and installing metal pipe handrails and railings.(# B.Related Sections:(# ************************************************** DELETE EITHER 01009 OR 01010. EITHER SECTION 01300 OR 01410 MUST BE USED WHEN 01010 IS USED. ************************************************** General Information and Requirements(#`(#MSection 01009 Summary of Work(#`(#MSection 01010 Submittals(#`(#MSection 01300 Exterior and Interior Painting(#`(#MSection 09915 1.2SUBMITTALS(# A.General: Submittals shall be according to Section 01009 General Information and Requirements and Section 01300 Submittals and Section 01365 Certificates of Conformance.(# B.Shop Drawings: Submit [__] copies of shop and erection drawings for each handrail to be used on this project. Shop drawings shall be prepared by the fabricator. Drawings shall be [same] or [larger] scale as the full size Contract Drawings.(#  PART 2: PRODUCTS 2.1MATERIALS(# A.Pipe: Individual members shall be 11/2 inch nominal diameter, and be according to ASTM A 53, Type [E] or [S], Grade B, Schedule 40 pipe with welded joints ground smooth.(# B.Finishes: See specification Section 09915 Exterior and Interior Painting for required surface preparation, materials and application of finishes. See specification Section 09999 Color Schedule for color of finish required.(# C.Sleeves: Bottom anchorage of supports shall be accomplished by means of two 1/2 inch OD. Schedule 40 pipe or tubular sleeves 6 inches long set in concrete and anchored by welding 8 x 3/8 inch (diameter) rebar horizontally at midpoint of sleeve.(# D.Filler: Molten Lead or Sulphur, nonshrink grout.(# E.Accessories: See drawings for those required.(# ٌPART 3: EXECUTION 3.1EXAMINATION(# A.Verification of Conditions: Determine that sleeve supports for vertical posts are correctly positioned in the concrete, and that the necessary backing is in position to receive wall brackets.(# B.Heights: Top surface shall be according to the following:(# 42 inches above horizontal surfaces.(# 32 inches above stair nosings.(# 32 inches above ramped surfaces.(# 3.2ERECTION/INSTALLATION(# A.Extension: Rails shall extend horizontally 12 inches beyond the top and bottom of ramps for the handicapped, or as shown on the drawings, and return to wallmounted brackets. Stair handrails shall extend 12 inches at top of stair and continue slope past bottom riser of stair for distance equal to the tread dimension; then extend horizontally 12 inches and return to wallmounted bracket.(# B.Filler: Fill between handrail support and sleeve with materials noted above. Top of fill shall reach above top of sleeve and be uniformly sloped to shed moisture.(# C.Resistance Force: Handrails must be supported firmly until such time as the setting agent has solidified and is capable of resisting the force of 200 pounds applied at any point vertically downward or horizontally, to the top of the handrail as required by NFPA 101.(# D.Pipe Joints: Welded by experienced personnel.(# E.Exposed Welds: Ground smooth to adjacent surfaces.(# 3.3FIELD QUALITY CONTROL(# A.Inspection: After all handrails have been erected as above, the Contractor shall inspect and touch up any blemished in the finishes with material identical to that used initially.(#  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