400-2019-0031_BSkyways
by Landscape Structures Inc.
2020 Century Center Blvd.
Suite #100
Irving TX, 75062
playlsi.com
Stamp:
Project Info:
Project No.:
Sheet Title:
Sheet Size:
"D" 34"x22"
Reference Scale:
1" 1/2" 1/2" 1/2"
# Revision Date By
Date:
Drawn by:
Designed by:
Approved by:
Drawing:
Sheet:
02/14/19
JW
BD
A For Approval 02/14/19
1
FP
400-2019-0031
BD
Revisions:
Overlapping Hypar
Sails
4133
B General Column Revisions 02/19/19 BD
City of Meridian
1700 E. Lanark
Meridian, ID 83642
Cover Sheet
GENERAL NOTES
CODE AND LOADS
BUILDING CODE IBC-2015 / FBC 6TH EDITION (2017)
DESIGN WIND LOAD Vult = 105 MPH, 3 SEC. GUST (COMPLETE STRUCTURE)
DESIGN WIND LOAD Vult = 160 MPH, 3 SEC. GUST (FRAME ONLY)
EXPOSURE "C"
GROUND SNOW LOADS 5 PSF
GENERAL NOTES
1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING:
2. AMERICAN STANDARD SPECIFICATIONS AND CODES WITH MODIFICATIONS AS SPECIFIED HEREIN:
3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION - ͞CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.͟
4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION - ͞SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.͟
5. AMERICAN INSTITUTE OF STEEL CONSTRUCTION - ͞SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS.͟
6. AMERICAN WELDING SOCIETY - ͞STRUCTURAL WELDING CODE͟ AWS D1.1
7. AMERICAN SOCIETY FOR TESTING AND MATERIALS - AS REFERENCED HEREIN.
8. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) - AS REFERENCED.
2. MATERIALS
2.1. MEMBERS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS U.N.O.
2.2. PIPE SHALL CONFORM TO ASTM A 53, GRADE B, TYPE E OR S.
2.3. STRUCTURAL TUBING SHALL CONFORM TO ASTM A 500, GRADE B/C.
2.4. PLATES AND BARS SHALL CONFORM TO ASTM A 36, OR ASTM A 572 GRADE 50, OR AS NOTED ON THE DRAWINGS.
2.5. ALL GALVANIZED STEEL TUBE PRODUCTS SHALL BE TRIPLE COATED FOR RUST PROTECTION USING THE IN-LINE ELECTROPLATING COAT PROCESS.
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PARTS LIST
QTY PART NUMBER DESCRIPTION MASS
1 CLM-1275-260_0 Column, HSS 12 3/4" OD x 1/4" Wall 912 lbmass
1 CLM-1600-252_0 Column, HSS 16" OD x 3/8" Wall 1551 lbmass
1 CLM-1600-228_0 Column, HSS 16" OD x 3/8" Wall 1426 lbmass
1 CLM-1600-288_0 Column, HSS 16" OD x 3/8" Wall 1739 lbmass
1 CLM-1275-188_0 Column, HSS 12 3/4" OD x 1/4" Wall 711 lbmass
5 HCS-750-10-150-01-01-01 Hex Bolt 3/4" - 10 UNC x 1 1/2" 0 lbmass
8 3/4 Shackle 3/4" Omega Shackle HDG W/ Cotter pin 2 lbmass
66 ANCH-1500-36 Anchor Assembly 1 1/2" x 36" 23 lbmass
1 SH-HYP-4133-01 Shade Hypar 0 lbmass
1 SH-HYP-4133-02 Shade Hypar 0 lbmass
6 38-STLCBL-50 3/8" Steel Cable 50' Cut Length 0 lbmass
2 38-STLCBL-30 3/8" Steel Cable 30' Cut Length 0 lbmass
16 CLCM-38 3/8" HDG Cable Clamp 0 lbmass Skyways
by Landscape Structures Inc.
2020 Century Center Blvd.
Suite #100
Irving TX, 75062
playlsi.com
Stamp:
Project Info:
Project No.:
Sheet Title:
Sheet Size:
"D" 34"x22"
Reference Scale:
1" 1/2" 1/2" 1/2"
# Revision Date By
Date:
Drawn by:
Designed by:
Approved by:
Drawing:
Sheet:
02/14/19
JW
BD
A For Approval 02/14/19
2
FP
400-2019-0031
BD
Revisions:
Overlapping Hypar
Sails
4133
B General Column Revisions 02/19/19 BD
City of Meridian
1700 E. Lanark
Meridian, ID 83642
General Views & Bill of Materials
5%#.' 065
6[RKECN%QNWOP%QPPGEVKQP&GVCKN
3/4" Omega Shackle HDG W/ Cotter pin
Hex Bolt 3/4-10 UNC x 1 1/2" Lg
Membrane Plate Assembly
6[RKECN%QNWOP&GVCKN
(QWPFCVKQP.C[QWV
5%#.'
Skyways
by Landscape Structures Inc.
2020 Century Center Blvd.
Suite #100
Irving TX, 75062
playlsi.com
Stamp:
Project Info:
Project No.:
Sheet Title:
Sheet Size:
"D" 34"x22"
Reference Scale:
1" 1/2" 1/2" 1/2"
# Revision Date By
Date:
Drawn by:
Designed by:
Approved by:
Drawing:
Sheet:
02/14/19
JW
BD
A For Approval 02/14/19
3
FP
400-2019-0031
BD
Revisions:
Overlapping Hypar
Sails
4133
B General Column Revisions 02/19/19 BD
City of Meridian
1700 E. Lanark
Meridian, ID 83642
A B C D E
1
2
3
4
5
Foundation Layout
6[RKECN0QVEJ&GVCKN
0QVEJ6Q#NKIPYKVJ
8GTVKECN)TKF.KPGU
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5ECNG 065
(QWPFCVKQP&GVCKN
1'-0 3/4"
10X 36
2'-6"
9" (Hold)
FFL
1 1/2" Plate
1 1/2" x 36" Anchor Bolt
w/ Leveling Nut & Washers
3" Min. Cover
Grout Between Plate & Pier
9'-0"
1'-6 1/4" B.C.
6" (Hold)
2'-6"
#4 Rebar Rings
(24")
3" Min Cover
4" Concrete SG
3'-0"
1'-4"
13
14X 26
9" (Hold)
FFL
3"
3"
6"
1'-0"
1'-0" Typ
3'-0"
3" Min Cover
#4 Rebar Rings
(30")
1 1/2" Plate
3" Min Cover
3" Min Cover
1 1/2" x 36" Anchor Bolt
w/ Leveling Nut & Washers 3" Min. Cover
Grout Between Plate & Pier
8 #8 Vertical Rebar
#4 Rebar Rings
(30")
4" Concrete
11'-0"
(10'-6")
13
1'-9 1/2" B.C.
%./ÄÄA %./ÄÄA
5ECNG 065
(QWPFCVKQP&GVCKN
6" (Hold)
SG
3"
3"
6"
1'-0"
1'-0" Typ
3" Min Cover
3" Min Cover
8 #8 Vertical Rebar
#4 Rebar Rings
(30")
(8'-6")
11
3'-0"
1'-4"
13
14X 26
9" (Hold)
FFL
3"
3"
6"
1'-0"
1'-0" Typ
3'-0"
3" Min Cover
#4 Rebar Rings
(30")
1 1/2" Plate
3" Min Cover
3" Min Cover
1 1/2" x 36" Anchor Bolt
w/ Leveling Nut & Washers 3" Min. Cover
Grout Between Plate & Pier
8 #8 Vertical Rebar
#4 Rebar Rings
(30")
4" Concrete
9'-0"
(8'-6")
11
1'-9 1/2" B.C.
%./ÄÄA
5ECNG 065
(QWPFCVKQP&GVCKN
6" (Hold)
SG
Note: Use Skyways Anchor
Installation JIG # 9000
Note: Use Skyways Anchor
Installation JIG # 9000
Note: Use Skyways Anchor
Installation JIG # 9002
21'-11"
1'-1 1/4"
11'-5 3/4"
7"
13'-2" 19'-11 1/4" 19'-9 1/4" 14'-3 1/2"
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2QUV
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Plate
1 1/2"
1/4"
1" Thick Plate
1/2"
5%#.' 065
39'-8 1/2"
18'-2 3/4"
41'-1 1/2"
39'-8 1/2"
18'-8 1/2"
39'-10 1/4"
40'-3 1/4"
SH-HYP-4133-02
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SH-HYP-4133-02
SH-HYP-4133-02
SH-HYP-4133-02
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18'-0"
11'-0"
17'-0"
15'-0"
12'-0"
15'-0"
20'-0"
12'-0" 11'-0"
15'-0"
17'-0"
20'-0"
12'-0"
18'-0"
15'-0"
12'-0"
FFL
FFL
FFL
FFL
2'-6" 2'-6"
2.6. TUBING SHALL BE INTERNALLY COATED WITH ZINC AND ORGANIC COATINGS TO PREVENT CORROSION AS MANUFACTURED BY ALLIED TUBE & CONDUIT.
2.7. PINS SHALL CONFORM TO ASTM A 36, OR ASTM A 588, GRADE 50, OR AS NOTED ON THE DRAWINGS.
2.8. ALL PINS SHALL BE GALVANIZED U.N.O..
2.9. ALL STRUCTURAL STEEL SHALL BE SHOT BLASTED PRIOR TO PAINT
2.10. BOLTS AND WELDS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS U.N.O..
2.11. ALL WELDS SHALL BE CONTINUOUS WHERE LENGTH IS NOT GIVEN, UNLESS OTHERWISE SHOWN OR NOTED ON DRAWINGS.
2.12. ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE WEAKER MEMBER. ALL WELDS SHALL BE MADE USING E70XX .035 OR .045 WIRE.
2.13. ALL WELDED JOINTS SHALL CONFORM TO AWS PREQUALIFIED WELDED JOINTS AS DESIGNATED BY THE STANDARD WELD SYMBOLS AND TERMS AS SHOWN ON THE DRAWINGS.
2.14. WELDS SHALL BE MADE ONLY BY OPERATORS WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS, AS PRESCRIBED IN THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY, D1.1, ͞STRUCTURAL
WELDING CODE͟, TO PERFORM THE TYPE OF WORK REQUIRED.
2.15. SHOP CONNECTIONS SHALL BE WELDED U.N.O.. FIELD CONNECTIONS SHALL BE BOLTED AS INDICATED ON THE DRAWINGS.
2.16. ALL FILLET WELDS SHALL BE A MINIMUM OF 3/16" UNLESS OTHERWISE NOTED. FIELD WELDS SHALL NOT BE ALLOWED.
2.17. ALL HIGH STRENGTH BOLTS SHALL COMPLY WITH SAE J429 GRADE 8 OR EQIVALENT.
2.18. ALL HIGH STRENGTH NUTS SHALL COMPLY WITH ASTM A-563 GRADE C OR EQIVALENT.
2.19. ALL STAINLESS STEEL BOLTS SHALL COMPLY WITH ASTM F-593, ALLOW GROUP 1 OR 2 OR EQIVALENT.
2.20. ALL STAINLESS STEEL NUTS SHALL COMPLY WITH ASTM F-594 ALLOY GROUP 1 OR 2 OR EQIVALENT.
2.21. ALL STAINLESS STEEL WASHERS SHALL CONFORM TO TYPE 18-8 OR EQIVALENT.
2.22. ALL LOCK WASHERS SHALL BE SPLIT-RING
2.23. COMMON SPRING LOCK WASHERS SHALL CONFORM TO ANSI B.18.21.1.
2.24. ALL WORK SHALL BE FREE OF OIL, GREASE AND MACHINING CHIPS.
2.25. FABRICATED PIECES DESIGNATED AS GALVANIZED SHALL BE HOT DIP GALVANIZED PER ASTM A 123. NO PAINT SHALL BE APPLIED TO THESE PIECES, U.N.O..
2.26. ALL GALVANIZED STEEL TUBING:
SURFACE PREPARATION PRIOR TO PAINTING SHALL BE EXECUTED IN ACCORDANCE TO SOLVENT CLEANING SSPC-SP1. SOLVENT SUCH AS WATER, MINERAL SPIRITS, XYLOL, TOLUOL, ETC. ARE USED TO REMOVE
FOREIGN MATTER FROM THE SURFACE OF GALVANIZED STEEL STRUCTURE. A MECHANICAL METHOD (IF REQUIRED) PRIOR TO A SOLVENT CLEANING OF SURFACE PREPARATION SHALL BE EXECUTED ACCORDING
TO POWER TOOL CLEANING SSPC-SP-3 AND INVOLVE USING WIRE BRUSHES, POWER CHIPPING HAMMERS, ABRASIVE WHEELS, NEEDLE GUNS, ETC.
2.27. SURFACE PREPARATION PRIOR TO PAINTING SHALL BE EXECUTED IN ACCORDANCE TO COMMERCIAL BLAST CLEANING SSPC-SP6 OR NACE #3. A COMMERCIAL BLAST CLEANED SURFACE, WHEN VIEWED
WITHOUT MAGNIFICATION, SHALL BE FREE OF ALL VISIBLE OIL, GREASE, DIRT, MILL SCALE, RUST, COATING, OXIDES, CORROSION PRODUCTS, AND OTHER FOREIGN MATTER, EXCEPT FOR STAINING AS NOTED.
2.28. ABRASIVE STEEL GRIT G50 SPECIFICATIONS SHALL BE AS FOLLOWS:
SHAPE WHEN NEW (ANGULAR)
SIEVE ANALYSIS (SAE J 444)
CHEMICAL ANALYSIS (SAE J1993)
MICRO HARDNESS (54-61 HRC); (613-697 HV)
STANDARD DEVIATION (+/- 3 R OR +/- 60 HV)
2.29. ALL STRUCTURAL STEEL EXCEPT EMBEDDED ITEMS, SHALL BE PAINTED WITH TWO SHOP COAT (3.0 MILS THICK. MIN.) FIRST COAT WITH ZINC RICH PRIMER AND A SECOND COATOF A WEATHER RESISTANT
POWDER COATING BASED ON POLYESTER TGIC (MANUFACTURED BY SHERWIN WILLIAMS OR EQUIVALENT). TO ACHIEVE OPTIMUM ADHESION, IT IS RECOMMENDED THAT THE PROPER TREATMENT AND DRYING
TAKE PLACE BEFORE COATING. POLYESTER POWDER (TGIC) SPECIFICATIONS SHALL BE AS FOLLOWS:
- ADHESION (ASTM D-3359).
- FLEXIBILITY (ASTM D-522).
- PENCIL HARDNESS (ASTM D-3363).
- IMPACT RESISTANCE (ASTM D-2794).
- HUMIDITY RESISTANCE (ASTM D-2247 POLYESTER; ASTM D-4585 EPOXY PRIMER).
- SALT SPRAY RESISTANCE (ASTM B-117).
2.30. ALL ANCHOR BOLTS SET IN NEW CONCRETE SHALL COMPLY ASTM F1554, GRADE 55, U.N.O.
2.31. BOLTS SHALL BE TIGHTENED TO A SNUG CONDITION U.N.O..
2.32. TOLERANCES ON HOLES FOR CONNECTING PLATES AND BOLTED ELEMENTS IN FIELD SHALL BE +1/8" LARGER THAN THE NOMINAL DIAMETER OF THE BOLT, FOR BASE PLATES SHALL BE 1/4" LARGER. BOLTS
HOLES IN METAL PARTS MAY BE BURNED USING A FLAME CUTTING MACHINE.
2.33. SPECIAL ATTENTION SHALL BE GIVEN TO WELDS IN AREAS IN DIRECT CONTACT WITH SHADE FABRIC TO ENSURE THAT THESE WELDS ARE GROUND SMOOTH AND DO NOT HAVE SHARP EDGES OR BURRS.
3. EXECUTION
3.1. INSPECTION AND QUALITY CONTROL
3.1.1. STEEL FABRICATOR SHALL PROVIDE EFFECTIVE, FULL TIME QUALITY CONTROL OVER ALL FABRICATION ACTIVITIES.
3.1.2. VISUAL INSPECTION SHALL BE PERFORMED TO ENSURE ALL WELDS CONFORM TO AWS STANDARDS. WORKMANSHIP
3.1.3. GRIND ALL SHARP EDGES AND CORNERS.
3.1.4. FOUNDATIONS / REINFORCED CONCRETE NOTES
3.1.5. CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE BUILDING CODE.
3.1.6. CONCRETE SPECIFICATION DETAILED AS PER PLANS, SHALL BE AS FOLLOWS:
28 DAYS STRENGTH: F'C = 3000 PSI (MIN.)
AGGREGATE: HR
SLUMP: 3-5
PORTLAND CEMENT SHALL CONFORM TO ASTM C-150.
AGGREGATE SHALL CONFORM TO ASTM C-33.
NO AIR REQUIRED
3.1.7. ALL REINFORCEMENT SHALL CONFORM TO ASTM A-615 GRADE 60. REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL AND RSI
MANUAL OF STANDARD PRACTICE.
3.1.8. REINFORCING COVER SHALL BE 3" MIN.
3.1.9. ALL CAST IN PLACE CONCRETE SHALL BE COMPACTED USING HIGH FREQUENCY VIBRATING EQUIPMENT.
3.1.10. TOP OF PIERS ARE DESIGNED NON CONSTRAINED.
3.1.11. ALL ANCHOR BOLTS SET IN NEW CONCRETE SHALL COMPLY WITH ASTM F-1554 GRADE 55.
3.1.12. ALL NON-SHRINK GROUT SHALL HAVE A MINIMUM 28 DAYS COMPRESIVE STRENGTH OF 5000 PSI AND SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C-109, ASTM C939, ASTM C1090 WHEN APPLICABLE
4. STEEL CABLE
4.1. STRUCTURAL WIRE ROPE CABLES SHALL CONFORM TO THE LATEST REVISION OF ASTM A 603, "STANDARD SPECIFICATION FOR ZINC-COATED STEEL STRUCTURAL WIRE ROPE".
4.2. STRUCTURAL STRAND CABLES SHALL CONFORM TO THE LATEST REVISION OF ASTM A 586, "STANDARD SPECIFICATION FOR ZINC-COATED PARALLEL AND HELICAL STEEL WIRE STRUCTURAL STRAND
4.3. SEVEN WIRE PRE-STRESSING STRAND SHALL CONFORM TO THE LATEST REVISION OF ASTM A 416, "STANDARD SPECIFICATION FOR UNCOATED SEVEN WIRE STRESS RELIEVED STRAND FOR PRESTRESSED CONCRETE",
AND SHALL BE GRADE 270.
4.4. WIRE ROPE CABLE SHALL BE 7X19 STRAND CORE GALVANIZED WIRE ROPE WITH A BREAKING STRENGTH VALUE OF 7,000 LB. (T1/4").
4.5. PROVIDE THE NECESSARY HOT DIPPED GALVANIZED FITTINGS REQUIRED FOR PROPER SECURING OF THE WIRE ROPE AS PRODUCED BY CROSBY GROUP, INC.
OCCUPANCY CLASSIFICATION - U (UTILITY & MISCELLANEOUS)
CONSTRUCTION TYPE - VB
4.6. CABLE TENSION MINIMUM 100 LB.
9. DO NO SCALE OFF OF DRAWING.
2.34. FABRIC MEMBRANES SHALL CONFORM TO FIRE PROPAGATION PERFORMANCE CRITERIA OF NFPA 701, OR HAVE A FLAME SPREAD INDEX NOT GREATER THAN 25 WHEN TESTED IN ACCORDANCE WITH
ASTM E 84, PER FBC 3105.3.3.1. (APPLIES TO ANY STRUCTURE DESIGNATED FOR FLORIDA).
2.35. ALL STRUCTURAL HIGH STRENGTH STEEL BOLTS SHALL CONFORM TO ASTM A 325, TYPE 1, UNLESS NOTED OTHERWISE.
2.36. ALL STRUCTURAL HIGH STRENGTH STEEL NUTS AND ASSOCIATED JAM NUTS SHALL CONFORM TO ASTM A 563, GRADE DH, HEAVY HEX, SUITED FOR A 325 BOLTS, UNLESS NOTED OTHERWISE.
2.37. ALL STRUCTURAL HIGH STRENGTH HARDENED STEEL WASHERS SHALL CONFORM TO ASTM F 436, TYPE 1.
2.38. ALL THREADED ROD SHALL CONFORM TO ASTM A 36, OR ASTM A 572, GRADE 50 AS NOTED.
2.39. COMMON BOLTS SHALL CONFORM TO ASTM A 307, GRADE A, HEX UNLESS NOTED OTHERWISE
2.40. COMMON NUTS AND ASSOCIATED JAM NUTS SHALL CONFORM TO ASTM A 563, GRADE A, HEX, SUITED FOR A 307 BOLTS, UNLESS NOTED OTHERWISE.
2.41. COMMON FLAT WASHERS SHALL CONFORM TO ASTM F 844, OR ANSI B18.22.1 (USS).
WITHSTAND WIND AND SNOW LOADS AS SPECIFIED ABOVE PER THE LOCAL CODE REQUIREMENTS.
4. THE FABRIC MEMBRANE IS NOT DESIGNED OR INTENDED TO BE WALKED ON; IT IS DESIGNED ONLY TO
THE DESIGN CRITERIA.
RESPONSIBLE FOR AND ACCEPTS FULL LIABILITY FOR ANY ISSUES CAUSED BY LOADS EXCEEDING THOSE IN
EXCEEDED OR ADDITIONAL LOADS ARE INDUCED, STRUCTURAL FAILURE MAY OCCUR. THE OWNER IS
WIND SPEEDS AS SPECIFIED ABOVE PER THE LOCAL CODE REQUIREMENTS. IF THE ABOVE LOADS ARE
3. THE STEEL STRUCTURE, WITH THE FABRIC REMOVED, WAS DESIGNED TO WITHSTAND DEAD LOADS AND
ANY OR ALL OF THESE CONDITIONS MAY OCCUR.
2. THE OWNER ACCEPTS FULL RESPONSIBILITY OF REMOVING THE FABRIC FROM THE STEEL FRAME WHEN
WIND LOAD (HURRICANE CATEGORY I) AND/OR THE SNOW LOAD IS EXPECTED TO EXCEED 5 PSF.
1. MEMBRANE(S) MUST BE REMOVED IF THE WIND SPEED IS EXPECTED TO EXCEED 75 MPH SUSTAINED
OWNER NOTES:
5. OWNER TO INFORM LSI OF FOOTING OPTION USED.