charlie parker robert rivera robert shepard jimmy bennett sheri
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City of Arlington,Texas CONSTRUCTION PLANS JEFF WILLIAMS - Mayor Council Members CHARLIE PARKER ROBERT RIVERA ROBERT SHEPARD JIMMY BENNETT SHERI CAPEHART KATHRYN WILEMON LANA WOLFF MICHAEL GLASPIE TREY YELVERTON City Manager FOR MIRACLE FIELD SITE RANDOL MILL RD. INTERSTATE -30 817-459-6196 ISSUE DATE: 10/12/15 CONTACT: JADEY JAMES SHADE IMPROVEMENTS FIELER RD. WESTWOOD DR. ST. CLAIRE DR. [email protected]
charlie parker robert rivera robert shepard jimmy bennett sheri
BAR IS ONE INCH LONG ON ORIGINAL DRAWING. CHECK SCALE AND ADJUST ACCORDINGLY.
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Don Illingworth and Associates, Inc.
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2401 Avenue J, Suite 206
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Arlington, Texas 76006
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(817) 649-1544 FAX (817) 649-1545
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Structural Engineer
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DEPARTMENT OF PARKS & RECREATION
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CITY OF ARLINGTON
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RENOVATION
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at RANDOL MILL PARK
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MIRACLE LEAGUE FIELD
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STRUCTURE
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SHADE
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09/11/2015
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JW
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JW
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SITE PLAN
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RANDOL MILL PARK
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L-1
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MIRACLE LEAGUE FIELD BACKSTOP SHADE STRUCTURE TO BE RENOVATED. REF.SHEET S-1 FOR DETAILS.SHEET S-1 FOR DETAILS.
EXISTING BLEACHER SHADE STRUCTURE RENOVATION
SHADE STRUCTURE SECTION
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K.C. SATHID
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CONST. DOCUMENTS
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5297
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September 11, 2015
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Landscape Architecture Civil Engineering Planning
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1161 Corporate Drive West
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Arlington, Texas 76006
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Phone: 817.649.3216
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Metro: 817.640.8212
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Fax: 817.649.7645
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JOB NO.
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DRAWN BY:
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DESIGN BY:
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STATUS:
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REVISED:
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DATE:
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SHEET NO.
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Suite 200
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BAR IS ONE INCH LONG ON ORIGINAL DRAWING. CHECK SCALE AND ADJUST ACCORDINGLY.
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Don Illingworth and Associates, Inc.
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2401 Avenue J, Suite 206
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Arlington, Texas 76006
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(817) 649-1544 FAX (817) 649-1545
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Structural Engineer
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DEPARTMENT OF PARKS & RECREATION
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CITY OF ARLINGTON
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RENOVATION
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at RANDOL MILL PARK
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MIRACLE LEAGUE FIELD
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STRUCTURE
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SHADE
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RW
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KC
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STRUCTURAL
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DETAILS
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S-1
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Shade.dwg
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SCALE: 1/8" = 1'-0"
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EXISTING 4" O.D., SCH. 40 GALV.
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PIPE (9.1 LBS./FT.)
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EXISTING 20'H. BACKSTOP
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EXISTING 5" CONC.
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W/THK. EDGE
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EXISTING 4" X 4" X 3/16" GALV.
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STEEL TUBE PIPE
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EDGES OF SHADE
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FABRIC (TYP.)
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4" X 4" X 3/16"
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GALV. STEEL TUBE PIPE
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PIPE 9.1 LBS./FT. (TYP.)
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ELEVATION
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PLAN VIEW
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REAR POSTS 4" O.D. GALV.
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(REAR HORIZ. RAILS)
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EXISTING 6 5/8" O.D., SCH. 40 GALV.
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PIPE (18.97 LBS./FT.)
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EXISTING 6 5/8" O.D., SCH. 40 GALV.
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PIPE (18.97 LBS./FT.)
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SCH. 40 GALV.
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PIPE (18.97 LBS./FT.)
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STANDING SEAM METAL ROOF AS SPEC'D.
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NEW HHS 4"x4"x3/16" GALV., HHS 4"x4"x3/16" GALV., WELD BOTH ENDS TO EXISITNG 4"x4" GALV. STL. PIPE (TYP.)
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%%USTRUCTURAL STEEL NOTES
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2. ALL STRUCTURAL STEEL SQUARE OR RECTANGULAR TUBING SHALL CONFORM TO REQUIREMENTS OF ASTM A500, GRADE B, WITH MINIMUM YIELD STRENGTH =46 KSI.
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3. ALL STRUCTURAL STEEL ITEMS SHALL CONFORM TO APPLICABLE REQUIREMENTS OF AISC "SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS", LATEST EDITION.
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4. ALL EXPOSED STEEL CONNECTIONS SUCH AS SHELF ANGLES, BENT PLATES, PLATES AND ETC. SHALL BE PAINTED.
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5. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS CODE AND RECOMMENDATIONS BY CERTIFIED WELDERS. WELDING ELECTRODES SHALL BE E 70xx.
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2.1 ALL STRUCTURAL STEEL PIPE OR ROUND TUBING SHALL CONFORM TO REQUIREMENTS OF ASTM A500, GRADE B, WITH MINIMUM YIELD STRENGTH = 42 KSI.
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6. THE DESIGN LIVE LOAD OF THIS PROJECT: ROOF = 20 PSF WIND LOAD = 115 MPH UPLIFT = 20 PSF
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1. STRUCTURAL STEEL FOR THIS PROJECT, UNLESS NOTED OTHERWISE, SHALL MEET THE REQUIREMENTS OF ASTM A36 WITH 50 KSI MINIMUM YIELD STRENGTH.
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%%UCELLULAR METAL DECK
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A.FASTEN DECK WITH 36/4 PATTERN, INTERIOR SIDE LAPS SHALL FASTEN DECK WITH 36/4 PATTERN, INTERIOR SIDE LAPS SHALL BE SLC-01M HWH @ 24" O.C.
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4. METAL ROOF DECK SHALL BE ERECTED AS FASTENED IN ACCORDANCE WITH SDI AND THE DECK MANUF. RECOMMENDATIONS.
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1. ALL METAL ROOF DECKS UNLESS OTHERWISE NOTED SHALL BE GALVANIZED TYPE 1.5BP 20/20 BY VULCRAFT OR EQUAL.
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2. ROOF DECK UNLESS OTHERWISE NOTED SHALL BE FURNISHED TO SPAN ACROSS A MINIMUM OF 4 SUPPORTS.
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3. ROOF DECK SHALL BE SHOT TO SUPPORTING MEMBERS FOR DIAPHRAGM ACTION, WITH DECK FASTENER PINS, TYPE X-ENP19L15 BY HILTI OR APPROVED EQUAL AS FOLLOWS OR PER MANUFACTURERS RECOMMENDATION:
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EXISTING 6 5/8" O.D.,
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TYP.
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TYP.
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TYP.
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TYP.
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EQUAL (TYP.)
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%%UALT. NO. 1 - METAL DECK
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4. METAL ROOF DECK SHALL BE ERECTED AS FASTENED IN ACCORDANCE WITH SDI AND THE DECK MANUF. RECOMMENDATIONS.
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1. ALL METAL ROOF DECKS UNLESS OTHERWISE NOTED SHALL BE GALVANIZED TYPE 1.5 F22 BY VULCRAFT OR EQUAL.
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2. ROOF DECK UNLESS OTHERWISE NOTED SHALL BE FURNISHED TO SPAN ACROSS A MINIMUM OF 4 SUPPORTS.
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A.FASTEN DECK WITH 36/4 PATTERN, INTERIOR SIDE LAPS SHALL FASTEN DECK WITH 36/4 PATTERN, INTERIOR SIDE LAPS SHALL BE SLC-01M HWH @ 24" O.C.
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3. ROOF DECK SHALL BE SHOT TO SUPPORTING MEMBERS FOR DIAPHRAGM ACTION, WITH DECK FASTENER PINS, TYPE X-ENP19L15 BY HILTI OR APPROVED EQUAL AS FOLLOWS OR PER MANUFACTURERS RECOMMENDATION:
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END ELEVATION
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SCALE: 1/8" = 1'-0"
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ShadeElev.dwg
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BACKSTOP BEYOND
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STEEL TUBE PIPE
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4"x4"x3/16" GALV.
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STANDING SEAM METAL ROOF AS SPEC'D.
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1/2" TYPE 1.5 BP 20/20 CELLULAR METAL DECK, SEE GENERAL NOTES
