GS-0515ADC-EA-HC. ALUMINUM 5 ROW x 15'-0" - STANDARD SERIES MODEL CS.1 WITH AISLE & HANDICAP SPACE 5 ROW BLEACHER COVER SHEET GS-0515ADC-EA-HC

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1 LUMINUM 5 ROW x 5'-0" - STNDRD SERIES MODEL R DRWN BY DTE SCLE CS. LEFT SIDE ISLE COVER SHEET 5 ROW BLECHER GT GRNDSTNDS

2 DRWN BY DTE SCLE SP. (LEFT SIDE ISLE) SETING PLN 5 ROW BLECHER GT GRNDSTNDS

3 DRWN BY DTE SCLE ID. (LEFT SIDE ISLE) MSTER FRME I.D. 5 ROW BLECHER GT GRNDSTNDS

4 GT GRNDSTNDS R CONCRETE FOUNDTION SPECIFICTIONS SCOPE: Foundation construction is not part of GT GRNDSTNDS, INC. (GTG) scope of work unless noted otherwise in the contract documents. The owner shall review the foundation design with the local code authorities, and coordinate with GTG. FOUNDTION DESIGN & NCHORS: ) The foundation designs are based on the following: a. Minimum presumed soil bearing 000 psf. b. Bleacher frame dead and live load 700 lbs./ft. c. Bleacher frame wind uplift load 250 lbs./ft. 2) Unless otherwise noted on the drawings the bleacher frames shall be attached to the concrete with 3/8" dia. x 3" wedge type expansion anchors. The anchors shall be embedded a minimum of 2" into the concrete. CONCRETE SPECIFICTIONS: ) ll concrete construction shall be in accordance with CI ) ll concrete shall have a minimum 28-day strength of Fc=3000 psi. 3) /4" bituminous expansion joint material shall be placed between strip and slab foundations when adjacent to each other. 4) The depressions in the top of the foundations between high spots shall not exceed 5/6" below a 0-foot long straightedge. The 0-foot straightedge method used to measure foundation flatness shall be in accordance with Section of CI 302.R-04 "Guide for Concrete Floor and Slab Construction". CONCRETE SLB SPECIFICTIONS: ) Concrete slab shall have a minimum thickness of 5" (GTG, Inc. recommends, and some areas may require 6" thickness) and placed on 4" of compacted gravel or compacted sand sub-base. 2) GTG, Inc. recommends that the concrete slab be reinforced with 6x6-W2.xW2. welded wire fabric at 2" concrete cover from the top. In lieu of welded wire fabric, 2" XOREX by Ribbon Technology Corporation or equal corrugated steel fibers applied at a rate of 50-lbs./Cubic Yard may be used. Nylon or polypropylene fiber are not recommended. 3) Crack control joints shall be sawed into slab to form approximate square patterns. The maximum spacing for control joints shall not exceed 2'-6", unless shown otherwise on this drawing. The bleacher frames shall not be set on control joints. The designer shall contact GTG to coordinate joint spacing requirements with the specific bleacher design. 4) The slab may be sloped a maximum of /8 inch per foot for drainage. The maximum overall out of level slope for the slab perpendicular to the seats (front to rear) shall not exceed 2" and parallel to the seats (end to end) shall not exceed 4". FOUNDTION PLN 5 ROW BLECHER DRWN BY DTE SCLE (LEFT SIDE ISLE) FP.

5 DETIL "" - CONC. NCHOR TTCHMENT DRWN BY DTE SCLE P. (LEFT SIDE ISLE) NCHORING PLN 5 ROW BLECHER GT GRNDSTNDS

6 DRWN BY DTE SCLE B. (LEFT SIDE ISLE) BLECHER SSEMBLY 5 ROW BLECHER GT GRNDSTNDS

7 PLNK PLN NO SPCERBRCE ON ROW 2 IN H.C. BY DRWN BY DTE SCLE PF. (LEFT SIDE ISLE) PLNK ND FRMING PLN 5 ROW BLECHER GT GRNDSTNDS

8 ISLE S SHOWN OR OPPOSITE HND SECTION OF TYPICL END ISLE DRWN BY DTE SCLE V. (LEFT SIDE ISLE) VERTICL ISLE SSEMBLY 5 ROW BLECHER GT GRNDSTNDS

9 8 R No PRT NUMBER B-RPHC_CD_NE B-RPHC_FT_20 BLTHH208G CL-STD_WH D-HC NUTF2G RP-HC_CD TBNDHD_WH SIZE DESCRIPTION L 2" X 3" X /4" HNDICP RIL POST VERT NE CLOSED DECK L 2" X 3" X /4" HNDICP GURDRIL HORIZ UPPER TTCH RM 3/8" x /4" Hex Head Bolt HOLD DOWN CLIP W/HW L /2" X /2" X 3/6" HNDICP GURDRIL DIGONL BRCE 3/8" Flange Nut U 3" X 7/8" X /4" INSIDE VERTICL POST FOR ELEV. HC INSERT TENSION BND W/HRDWRE LENGTH 4 3/6" 22 3/6" 5 7/8" 50 5/8" QTY GT GRNDSTNDS WHEELCHIR CCESS INSERT 5 ROW BLECHER FRONT VIEW (LEFT SIDE ISLE) DRWN BY DTE SCLE WC.

10 RER GURDRIL (FRONT VIEW) DETIL '' FOOT-TO-FOOT SIDE GURDRIL POST TTCHMENT DETIL 'B' DETIL '' DETIL 'B' HNDRIL S SEEN FROM ISLE DRWN BY DTE SCLE GR. (LEFT SIDE ISLE) GURDRIL SSEMBLY 5 ROW BLECHER GT GRNDSTNDS

11 DRWN BY DTE SCLE DS. (LEFT SIDE ISLE) DETIL SHEET 5 ROW BLECHER GT GRNDSTNDS