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Part No: CP041047
<br />SCALE 1/55 WEIGHT: N/A
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<br />Installation of 1,000 sq-ft shade structure at the Bristol-Tolliver Street Urban Greening Project (City Project No. 24-6600)
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<br />Skyways
<br />by Landscape Structures Inc.
<br />8131 Forney Rd.
<br />Dallas TX, 75227
<br />playlsi.com
<br />Date:
<br />Drawn by:
<br />Designed by:
<br />Approved by:
<br />Drawing:
<br />Sheet No.:
<br />12/6/24
<br />TM
<br />DG
<br />A For Approval 12/6/24
<br />TM
<br />400-2025-173 SO-01018878 CP041047
<br />DG
<br />Hypar Sail
<br />SO-01018878
<br />Bristol Tolliver Park
<br />712 S Bristol St.
<br />Santa Ana, CA, 92703
<br />Project No.
<br />Sheet title
<br />Sheet Size:
<br />Reference Scale:
<br />1"1/2"1/2"1/2"
<br />#Revision Date By
<br />Stamp:
<br />Project Info.:
<br />'D' 34"x22"
<br />1
<br />Revisions
<br />General Notes
<br />4. EXECUTION:
<br />5. CONCRETE:
<br />6. STEEL CABLES:
<br />i.28 DAY STRENGTH: f'c=4,500 PSI (MIN.)
<br />ii.AGGREGATE: HR
<br />iii.SLUMP: 3-5
<br />iv.TYPE II/V PORTLAND CEMENT SHALL CONFORM TO ASTM C-150
<br />v.AGGREGATE SHALL CONFORM TO ASTM C-33
<br />vi.NO AIR REQUIRED
<br />a.STRUCTURAL WIRE ROPE CABLES SHALL CONFORM TO THE LATEST REVISION OF ASTM A 603, "STANDARD SPECIFICATION
<br />FOR ZINC-COATED STEEL STRUCTURAL WIRE ROPE."
<br />b.STRUCTURAL STRAND CABLES SHALL CONFORM TO THE LATEST REVISIONS OF A 586, "STANDARD SPECIFICATION FOR
<br />ZING-COATED PARALLEL AND HELICAL STEEL WIRE STRUCTURAL STRANDS.
<br />c.SEVEN WIRE PRE-STRESSING STRANDS SHALL CONFORM TO THE LATEST REVISION OF ASTM A 416, "STANDARD
<br />SPECIFICATION FOR UNCOATED SEVEN WIRE STRESS RELIEVED STRAND FOR PRE-STRESSED CONCRETE" AND SHALL BE
<br />GRADE 270.
<br />d.WIRE ROPE CABLE SHALL BE 7X19 STRAND CORE GALVANIZED WIRE ROPE WITH A BREAKING STRENGTH VALUE OF:
<br />i. 3/8" DIAMETER= 14,000 LBS
<br />e.CABLES SHALL BE FED THROUGH THE FABRIC SLEEVES AROUND THE PERIMETER OF THE CANOPY AND TENSIONED UNTIL
<br />THE FABRIC PANELS (DESIGNED PURPOSELY UNDERSIZED) REACH A TAUGHT APPEARANCE. ANY LONG-TERM CABLE SAG
<br />SHALL BE MINIMIZED DURING THE MAINTENANCE RE-TIGHTENING VISITS AS REQUIRED.
<br />a.CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE
<br />BUILDING CODE.
<br />b.CONCRETE SPECIFICATIONS SHALL BE AS FOLLOWS:
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<br />c.ALL CONCRETE STEEL REINFORCEMENT SHALL CONFORM TO ASTM A-615 GRADE 60.
<br />d.REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH THE LATEST ACI DETAILING
<br />MANUAL AND RSI MANUAL OF STANDARD PRACTICE.
<br />e.REINFORCING CONCRETE COVER SHALL BE 3" MIN.
<br />f.ALL CAST-IN-PLACE CONCRETE SHALL BE COMPACTED USING HIGH FREQUENCY VIBRATING EQUIPMENT.
<br />g.TOP OF PIERS ARE DESIGNED NON-CONSTRAINED.
<br />h.ALL ANCHOR BOLTS SET IN CONCRETE SHALL COMPLY WITH ASTM F-1554 GRADE 55
<br />i.ALL NON-SHRINK GROUT SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 5000 PSI AND SHALL COMPLY
<br />WITH THE REQUIREMENTS OF ASTM C-109, ASTM C939, ASTM C1090 WHEN APPLICABLE.
<br />j.PRIOR TO INSTALLATION OF FOUNDATION, INSTALLER SHALL VERIFY SOILS APPEAR TO BE CAPABLE BEARING SOILS AND ARE
<br />NOT MUDDY, LIQUIDY, OR ANY OTHER FORM OF NON-LOAD BEARING SOIL.
<br />a.STEEL FABRICATOR SHALL PROVIDE EFFECTIVE, FULL TIME QUALITY CONTROL OVER ALL FABRICATION ACTIVITIES.
<br />b.VISUAL INSPECTION SHALL BE PERFORMED TO ENSURE ALL WELDS CONFORM TO AWS STANDARDS.
<br />c.GRIND SMOOTH ALL SHARP EDGES AND CORNERS
<br />a.ALL WELDS SHALL BE CONTINUOUS WHERE LENGTH IS NOT GIVEN.
<br />b.ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE WEAKER MEMBER. ALL WELDS SHALL BE MADE USING E70XX
<br />.035 OR .045 WIRE.
<br />c.ALL WELDED JOINTS SHALL CONFORM TO AWS PRE-QUALIFIED WELDED JOINTS AS DESIGNATED BY THE STANDARD
<br />WELD SYMBOLS AND TERMS AS SHOWN ON THE DRAWINGS.
<br />d.WELDS SHALL BE MADE ONLY BY OPERATORS WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS, AS PRESCRIBED IN
<br />THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY, D1.1, "STRUCTURAL WELDING CODE", TO PERFORM THE
<br />TYPE OF WORK REQUIRED.
<br />e.SHOP CONNECTIONS SHALL BE WELDED U.N.O. FIELD CONNECTIONS SHALL BE BOLTED AS INDICATED ON THE
<br />DRAWINGS. WELDING OF FIELD CONNECTIONS SHALL NOT BE ACCEPTED WITHOUT WRITTEN CONSENT FROM THE
<br />EOR.
<br />f.ALL FILLET WELDS SHALL BE A MINIMUM OF 3/16" UNLESS OTHERWISE NOTED.
<br />g.ALL HIGH STRENGTH BOLTS SHALL COMPLY WITH A325 OR EQUIVALENT.
<br />h.ALL HIGH STRENGTH NUTS SHALL COMPLY WITH A563C OR EQUIVALENT.
<br />i.ALL HIGH STRENGTH WASHERS SHALL COMPLY WITH F436-1 OR EQUIVALENT.
<br />j.ALL STAINLESS STEEL BOLTS SHALL COMPLY WITH ASTM F-593, ALLOY GROUP 1 OR 2 OR EQUIVALENT.
<br />k.ALL STAINLESS STEEL NUTS SHALL COMPLY WITH ASTM F-594 ALLOY GROUP 1 OR 2 OR EQUIVALENT.
<br />l.ALL STAINLESS STEEL WASHERS SHALL CONFORM TO TYPE 18-8 OR EQUIVALENT.
<br />m.ALL LOCK WASHERS SHALL BE SPLIT-RING
<br />n.COMMON SPRING LOCK WASHERS SHALL CONFORM TO ANSI B.18.21.1
<br />BOLTS SHALL BE TIGHETENED TO A SNUG CONDITION
<br />o.TOLERANCES ON HOLES FOR CONNECTIONG PLATES AND BOLTED ELEMENTS IN FIELD SHALL BE +1/16" LARGER THAN
<br />THE NOMINAL DIAMETER OF THE BOLT, FOR BASE PLATES IT SHALL BE 1/8" LARGER. BOLT HOLES IN METAL PARTS
<br />MAY BE BURNED USING A FLAME CUTTING MACHINE.
<br />p.SPECIAL ATTENTION SHALL BE GIVEN TO WELDS IN AREAS IN DIRECT CONTACT WITH SHADE FABRIC TO ENSURE THAT
<br />THESE WELDS ARE GROUND SMOOTH AND DO NOT HAVE SHARP EDGES OR BURRS.
<br />q.ALL THREADED ROD SHALL CONFORM TO ASTM A36, OR ASTM A 572, GRADE 50.
<br />3. BOLTS AND WELDS: SHALL CONFORM TO THE FOLLOWING REQUIREMENTS U.N.O
<br />a.PIPES SHALL CONFORM TO ASTM A 53, GRADE B, TYPE E OR S.
<br />b.STRUCTURAL TUBING SHALL CONFORM TO ASTM A 500, GRADE B/C.
<br />c.PLATES AND BARS SHALL CONFORM TO ASTM A 36 OR A 572 GRADE 50.
<br />d.TUBING SHALL BE INTERNALLY COATED WITH ZINC AND ORGANIC COATINGS TO PREVENT CORROSION AS
<br />MANUFACTURED BY ALLIED TUBE & CONDUIT.
<br />e.PINS SHALL CONFORM TO ASTM A 36, OR ASTM A 588, GRADE 50. ALL PINS SHALL BE GALVANIZED.
<br />f.ALL STRUCTURAL STEEL SHALL BE SHOT BLASTED PRIOR TO PAINT
<br />g.ALL WORK SHALL BE FREE OF OIL, GREASE, AND MACHINING CHIPS.
<br />2. MATERIALS: MEMBERS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS U.N.O.
<br />i.AMERICAN INSTITUTE OF STEEL CONSTRUCTION - "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND
<br />BRIDGES."
<br />ii.AMERICAN INSTITUTE OF STEEL CONSTRUCTION - "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS."
<br />iii.AMERICAN INSTITUTE OF STEEL CONSTRUCTION - "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325
<br />OR A 490 BOLTS."
<br />iv.AMERICAN WELDING SOCIETY - "STRUCTURAL WELDING CODE" AWS D1.1
<br />v.AMERICAN SOCIETY FOR TESTING AND MATERIALS - AS REFERENCED HEREIN.
<br />vi.AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) - AS REFERENCED.
<br />1. GENERAL NOTES:
<br /> a. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING:
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<br /> b. DO NOT SCALE OFF OF DRAWINGS
<br />GENERAL NOTES:
<br />DESIGN INFORMATION
<br />CODE AND LOADS:
<br />BUILDING CODE: CBC 2022
<br />OCCUPANCY CLASSIFICATION - A-3
<br />CONSTRUCTION TYPE -VB
<br />RISK CATEGORY - II
<br />SINGLE STORY STRUCTURE
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<br />LOADS:
<br />DEAD LOAD= SELF WEIGHT
<br />LIVE LOAD = 5 PSF
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<br />DESIGN WIND LOAD Vult=105 MPH, 0.85 SEC. GUST
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<br />EXPOSURE: C
<br />KZT: 1
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<br />GROUND SNOW LOADS: 5 PSF
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<br />THIS STRUCTURE WAS NOT DESIGNED FOR A FLOOD HAZARD AREA.
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<br />SOILS WERE EVALUATED USING VALUES OBTAINED FROM GEOTECHNICAL REPORT PROJECT NO:24-6600 BY TERRACON, DATED NOVEMBER 14, 2024. PRIOR TO PLACEMENT OF ANY FOUNDATION ELEMENTS, CONTRACTOR
<br />SHALL EXAMINE THE SOIL AND VERIFY THE BEARING STRATA (BOTTOM OF FOOTING) DOES NOT CONTAIN MUD, ORGANIC SILT, ORGANIC CLAYS, PEAT, UNPREPARED FILL, OR ANY FORM OF NON-LOAD BEARING CAPABLE
<br />SOILS. IF ANY OF THESE CONDITIONS ARE ENCOUNTERED, CONTRACTOR SHALL NOTIFY SKYWAYS IMMEDIATELY FOR ADDITIONAL RECOMMENDATIONS. CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT FOR
<br />ADDITIONAL REQUIREMENTS INVOLVING SOIL PREPARATION, CASING, ETC. PRIOR TO BEGINNING DRILLING OPERATIONS. REFERENCE GEOTECHNICAL REPORT FOR ANY ADDITIONAL REQUIREMENTS.
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<br />ALLOWABLE BEARING 1750 PSF
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<br />LATERAL BEARING: 175 PSF/FT - PER 1806.3.4, IN DETERMINING OUR S1 VALUES IN THE CALCS, WE HAVE DOUBLED THIS VALUE.
<br />WE REACHED OUT TO THE GEOTECHNICAL ENGINEER PRIOR TO DOING THIS FOR THEIR APPROVAL AND WERE GIVEN PERMISSION TO DO THIS.
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<br />CABLE STRESS: 800 LBS MIN
<br />7. FABRIC NOTES:
<br />a.FABRIC SHALL BE MANUFACTURED BY GALE PACIFIC OR ANY OTHER MANUFACTURER WHO CAN MEET THE
<br />SPECIFICATIONS LISTED BELOW.
<br />b.FABRIC SHALL BE POLYETHYLENE MATERIAL
<br />c.THE FABRIC SHALL ACHIEVE AN ULTIMATE TENSILE CAPACITY WHEN TESTED PER ASTM D-5034 IN THE:
<br />d.WARP DIRECTION OF 100 LBS PER INCH AT 66% MAX ELONGATION.
<br />e.FILL DIRECTION OF 50 LBS PER INCH AT 33% MAX ELONGATION.
<br />f.ACROSS THE SEAM OF STITCHING OF 80 LBS PER INCH AT 80% MAX ELONGATION
<br />g.THE FABRIC SHALL RETAIN 80% OF ITS TENSILE AND TEARING STRENGTH AFTER ULTRAVIOLET EXPOSURE PER ASTM G53
<br />USING A 313 NM LIGHT SOURCE FOR 500 HOURS WHILE MOISTENED FOR 1 HOUR EVERY 12 HOURS.
<br />h.FABRIC SHALL REQUIRE ANNUAL INSPECTION AND MAINTENANCE. FABRIC SAMPLES OF THE SAME MATERIAL WHICH
<br />ARE MAINTAINED AT THE PROJECT SITE SHALL BE TESTED TO BE IN COMPLIANCE WITH ASTM D5034 AND D2261. THE
<br />ANNUAL TESTING ON THE APPROVED PLANS SHALL BE COMPARED TO THE FABRIC SPECIFICATIONS INDICATED ABOVE.
<br />THE FABRIC SHALL BE REPLACED WHEN THE TEST RESULTS RETURN LESS THAN 50% OF THE ULTIMATE VALUES NOTED
<br />ABOVE.
<br />i.IT IS REQUIRED THAT THE FABRIC TOP SHALL BE REMOVED PRIOR TO A NATURAL EVENT WHERE THE SNOW AND
<br />WIND LOADS EXCEED S WHAT IS SPECIFIED UNDER "DESIGN INFORMATION".
<br />j.A VISUAL INSPECTION LOOKING FOR TEAR AND ABNORMAL WEAR IN FABRIC MATERIAL AND THREAD IS REQUIRED
<br />PRIOR TO RE-INSTALLATION. SHADE STRUCTURE MANUFACTURER SHALL BE NOTIFIED IF SIGNIFICANT DAMAGE IS
<br />PRESENT BEFORE RE-INSTALLATION.
<br />k.FABRIC MEMBRANES SHALL CONFORM TO FIRE PROPAGATION PERFORMANCE CRITERIA OF NFPA 701, OR HAVE A
<br />FLAME SPREAD INDEX NOT GREATER THAN 25 WHEN TESTED IN ACCORDANCE WITH ASTM E 84.
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<br />AMMTEC CONSULTANTS FOR
<br />Oct 22, 2025
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