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July 31st, 2020 - Watertown, SD
Transcript of July 31st, 2020 - Watertown, SD
Page 1 of 3
Addendum No. 1 July 31st, 2020
Project: ATY Terminal Building Watertown Regional Airport
2416 Boeing Ave., Watertown SD 57201
Architect: CO-OP Architecture Mead & Hunt
SCOPE OF THIS ADDENDUM: To all bidders and all others to whom drawings and specifications have been issued by CO-OP Architecture. Acknowledge receipt of this addendum by listing its number and date in the bidders Form of Proposal. Failure to do so may subject bidder to disqualification. This Addendum forms a part of the Contract Documents. It modifies them as follows: GENERAL ITEMS:
• To bidders planning to attend the Pre-Bid Meeting – Meeting will be held in the Council Chamber at City Hall, 23 Second St. N.E., Watertown, SD 57201. A Conference Call option is available and has been sent out via email. If you have not received via email, please contact Jason Kann with CO-OP Architecture for the call-in information.
• Bids will be held for up to 60 days subsequent to bid date.
• Plan Holders List – See attached
APPROVED SUBSTITUTIONS: Section # Manufacturer/Product 075323 EPDM ROOFING 2.03/A Johns Manville EPDM 075323 EPDM ROOFING 2.04/A Johns Manville/ENRGY3 Polyiso Insulation 075323 EPDM ROOFING 2.04/B Johns Manville/Protector HD Iso Coverboard 088000 GLAZING 2.01/B Vetrotech Saint-Gobain/Contraflam 60
REVISIONS TO SPECIFICATIONS:
CERTIFICATE AND SEALS
• Revise page one for corrected architect stamp text, see reissued sheet.
NOTICE TO BIDDERS
• Revise the Bid Opening Time to 2:00 p.m. on Thursday, the 20th day of August, in lieu of 10:00 a.m on Thursday, the 20th day of August.
Page 2 of 3
• Revise Pre-Bid Meeting RSVP request contact to Jason Kann, [email protected] in lieu of Heath VonEye.
WAGE RATES
• Heavy and Highway section to be deleted in its entirety. Construction Type: Building wage rates will be applicable to the entirety of the project scope.
REVISIONS TO DRAWINGS: S0-1 – STRUCTURAL NOTES & SCHEDULES
• Clarification note added to general notes sheet.
S1-1 – FOOTING & FOUNDATION PLAN
• Dimensions were added for clarification S2-1 – SECOND FLOOR & LOWER ROOF FRAMING PLAN
• Elevation detail was added to show HSS steel braces. Lower roof joists spacings was shifted. Outline of walls sitting on top of lower roof steel joists were added for clarification. Dimensions were added for clarification.
S3-1 – UPPER ROOF FRAMING PLAN
• Elevation detail was added to show HSS steel braces. Dimensions were added for clarification.
S4-1 – STRUCTURAL DETAILS
• Weld symbols were updated, as well as some clarification notes.
S4-2 – STRUCTURAL DETAILS
• Weld symbols were updated, as well as some clarification notes. S4-3 – STRUCTURAL DETAILS
• Loading information was added to the steel HSS truss for steel supplier design. S4-4 – STRUCTURAL DETAILS
• Weld symbols were updated, as well as some clarification notes. S4-5 – STRUCTURAL DETAILS
• Weld symbols were updated, as well as some clarification notes.
S4-6 – STRUCTURAL DETAILS
• Weld symbols were updated, as well as some clarification notes. S4-7 – STRUCTURAL DETAILS
• Detail was added to show HSS steel braces. Weld symbols were updated, as well as some clarification notes.
S4-8 – STRUCTURAL DETAILS
• Weld symbols were updated, as well as some clarification notes.
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S4-9 – STRUCTURAL DETAILS
• Weld symbols were updated, as well as some clarification notes. S4-10 – STRUCTURAL DETAILS
• Weld symbols were updated, as well as some clarification notes.
END OF ADDENDUM-1
7/31/2020
# Trade Name Location Email Phone
Owner City of Watertown Watertown [email protected] 605-668-1545
Architect CO-OP Architecture Sioux Falls [email protected] 605-334-9999
Mead & Hunt Minneapolis, MN [email protected] 952-641-8818
MEP Engineer Mettler Sichmeller Engineering Aberdeen [email protected] 605-2254344
Structural Engineer Rise Inc. Sioux Falls [email protected] 605-743-2510
Civil Engineer Helms & Associates Aberdeen 605-225-1212
1 Builders Exchange Aberdeen Builders Exchange Aberdeen [email protected] 605-290-4210
2 Builders Exchange Construction Industry Center Rapid City [email protected] 605.343.5252
3 Builders Exchange Fargo-Moorehead Builders Exchange Fargo, ND [email protected] 701-237-6772
4 Builders Exchange Southwest Builders Exchange Marshall, MN [email protected] 507-537-1489
5 Builders Exchange Plains Builders Exchange Sioux Falls [email protected] 605-334-8886
6 Builders Exchange Sioux Falls Builders Exchange Sioux Falls [email protected] 605-357-8687
7 Builders Exchange St. Cloud Builders Exchange St.Cloud, MN [email protected] 320-252-5832
8 Builders Exchange Willmar Builders Exchange Willmar, MN [email protected] 320-235-0300
9 Builders Exchange Mankato Builders Exchange Mankato, MN [email protected] 507-387-2002
10 Builders Exchange Minneapolis Builders Exchange Minneapolis, MN [email protected] 612-381-2620
11 Builders Exchange Dodge Data & Analytics Hamilton, NJ [email protected] 877-958-5062
1 General Contractor Gil Haugan Construction Sioux Falls [email protected] 605-336-6082
2 General Contractor Puetz Construction Mitchell [email protected] 605-996-2276
3 General Contractor Mills Construction Brookings [email protected] 605-651-1007
4 General Contractor Journey Construction Sioux Falls [email protected] 605-332-5968
5 General Contractor Gray Construction Watertown [email protected] 605-886-3102
6 General Contractor Hasslen Construction Ortonville, MN [email protected] 320-839-2529
7 General Contractor Kyburz-Carlson Construction Aberdeen [email protected] 605-225-6161
8 General Contractor Peska Construction Sioux Falls [email protected] 605-334-0173
9 General Contractor McGough Construction Fargo, ND [email protected] 701-318-6502
10 General Contractor Fiegen Construction Sioux Falls [email protected] 605-335-6000
11 General Contractor Comstock Construction Wahpeton, ND [email protected] 701-642-3207
12 General Contractor Scull Construction Rapid City [email protected] 605-342-2379
13 General Contractor TF Powers Construciton Fargo, ND [email protected] 701-293-1312
1 Electrical Muth Electric Sioux Falls [email protected] 605-338-6586
2 Electrical Efraimson Electric Bryant [email protected] 605-628-2605
1 Mech. and Plumbing Comfort Plus Heating & Air Hugo [email protected] 651-426-4233
2 Mech. and Plumbing Warne Plumbing and Heating Watertown [email protected] 605-237-6115
ATY Terminal Building - Watertown Regional Airport
2416 Boeing Ave., Watertown, SD 57201
Plan Holders List
City of Watertown
2002 / ATY Terminal Building – Watertown Regional Airport
000107 - 1 CERTIFICATE AND SEALS Revised Addendum #01
Architect
SEAL
I hereby certify that this technical submission was prepared by me or under my direct personal supervision and responsible charge. I am a duly registered architect under the laws of the State of South Dakota. 7/20/2020 (signature) (date) Jason Kann Printed or typed name License Number 55269
Civil Engineer
SEAL
I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of South Dakota. 7/20/2020 (signature) (date) Michael Schmit Printed or typed name License Number 11520
07/20/2020
PIER/FOOTING SCHEDULE
MARKFOOTING PIER
SIZE REINFORCING SIZE V. REINF. TIES
F2
F3
F4
T/CONC.
4'-0"x4'-0"x1'-0" 5-#5 EA. WAY
5'-0"x5'-0"x1'-0" 6-#5 EA. WAY
F5
F6
6'-0"x6'-0"x1'-0" 7-#5 EA. WAY
7'-0"x7'-0"x1'-0" 8-#5 EA. WAY
8'-0"x8'-0"x1'-0" 9-#5 EA. WAY
#4 @ 12" O.C.F1 18"x18" 4-#6 99'-4"3'-0"x3'-0"x1'-0" 3-#5 EA. WAY
MARK
P2
P1
#4 @ 12" O.C.24"x24" 8-#6 99'-4"
NOTES:
P3 #4 @ 12" O.C.24"x28" 12-#6 99'-4"
P4 #4 @ 12" O.C.34"x49" 26-#6 99'-4"
P5 #4 @ 12" O.C.29"x43" 20-#6 99'-4"
P6 #4 @ 12" O.C.24"x29" 12-#6 99'-4"
P7 #4 @ 12" O.C.24"x34" 12-#6 99'-4"
P8 #4 @ 12" O.C.24"x50" 20-#6 99'-4"
P9 #4 @ 12" O.C.20"x20" 8-#6 99'-4"
P10 #4 @ 12" O.C.48"x48" 40-#6 99'-4"
F7 8'-0"x6'-0"x1'-4"#5 @ 12" O.C. EA.
WAY T&B
GENERAL DESIGN CRITERIA:1. CODES
INTERNATIONAL BUILDING CODE, 2018AMERICAN INSTITUTE OF STEEL CONSTRUCTION, LATEST EDITIONAMERICAN CONCRETE INSTITUTE, LATEST EDITIONAMERICAN WOOD COUNCIL, NATIONAL DESIGN SPECIFICATION, LATEST EDITIONCOMPLY WITH ALL LOCAL CODES AND LAWS, INCLUDING OSHA REGULATIONS
2. LATERAL LOADSLATERAL SYSTEM - STEEL FRAMESBUILDING OCCUPANCY: IISEISMIC:
SEISMIC DESIGN CATEGORY AIMPORTANCE FACTOR Ie=1.00ACCELERATIONS: SS= 0.085 S1= 0.025SITE CLASS DSPECTRAL: SDS= 0.09 SD1= 0.04
WIND: BASIC WIND SPEED: 112 MPHEXPOSURE CINTERNAL PRESSURE COEEFICENT: ENCLOSED
COMPONENETS AND CLADDING:ROOF (ZONE 1): +15PSF OR -36PSFROOF (ZONE 1'): +15PSF OR -26PSFROOF (ZONE 2): +15PSF OR -48PSFROOF (ZONE 3): +15PSF OR -56PSFWALL (ZONE 4): +25PSF OR -27PSFWALL (ZONE 5): +25PSF OR -31PSF
THIS ASSUMES AN INFLUENCE AREA OF 48 SQ FT. FOR WALLS & 133 SQ FT. FOR ROOF. INCREASE OF PRESSURE FOR OTHER INFLUENCE AREAS SHALL BE BY THE COMPONENT DESIGNER. THE USE OF ALTERNATE LOAD COMBINATIONS IN SECTION 1605.3.2 IS NOT ALLOWED.
3. SUPERIMPOSED – DEAD LOADS:ROOF:
DECK: 4PSFINSULATION/MEMBRANE: 4PSFCMEP: 12PSFJOIST/BRIDGING: 5PSF
FLOOR:CONCRETE ON DECK: 43PSFCMEP: 12PSFJOIST/BRIDGING: 5PSF
4. LIVE LOADSGROUND SNOW LOAD: 50PSF
FLAT ROOF SNOW LOAD (MINIMUM): 38.5PSFIMPORTANCE FACTOR Is= 1.00SNOW EXPOSURE FACTOR Ce= 1.00THERMAL FACTOR Ct= 1.10SNOW DRIFT LOAD: ASCE-7 (APPROPRIATE YEAR)
MECHANICAL ROOM: 125PSFPUBLIC SPACES: 100PSFCEILING SPACES ABOVE LG FRAMING: 40PSF
GENERAL:
1. THE CONTRACT DRAWINGS REPRESENT THE COMPLETED STRUCTURE, AT TIME OF SUBSTANTIAL COMPLETION. UNLESS NOTED OTHERWISE, THEY DO NOT REPRESENT THE MEANS AND METHODS OF CONSTRUCTION. SEQUENCING AND MEANS-AND-METHODS OF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
2. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH, SAFETY, AND STABILITY OF THE NEW AND EXISTING STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING, AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. THE CONTRACTOR SHALL, AT HIS DISCRETION, EMPLOY A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF ANY TEMPORARY BRACING AND SHORING.
3. FIELD VERIFY ANY EXSISTING DIMENSIONS, SIZES, AND THICKNESSES SHOWN ON DRAWINGS. IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES.
4. DETAILS AND NOTES SHOWN ON THE STRUCTURAL DOCUMENTS ARE TYPICAL FOR SIMILAR SITUATIONS IN THE PROJECT.5. OPTIONS, IF SHOWN, ARE FOR THE CONVENIENCE OF THE CONTRACTOR. 6. THE COST OF ADDITIONAL DESIGN WORK NECESSITATED BY SEQUENCING OR CONSTRUCTION ERRORS SHALL BE PAID BY THE
CONTRACTOR. 7. ANY ENGINEERING PROVIDED BY OTHERS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE
THE PROJECT IS LOCATED.
SPECIAL INSPECTION:
THE OWNER SHALL EMPLOY SPECIAL INSPECTORS TO PERFORM SPECIAL INSPECTION. BASED ON IBC2018, SPECIAL INSPECTION WILL BE REQUIRED FOR THE FOLLOWING:
A. GEOTECHNICAL INVESTIGATIONSB. CAST-IN-PLACE CONCRETEC. STRUCTURAL MASONRYD. STRUCTURAL STEELE. POST-INSTALLED ANCHORSF. PRECAST CONCRETE
FOOTING AND FOUNDATIONS:
1. NET ALLOWABLE BEARING PRESSURE:COLUMN FOOTINGS: 4000PSFWALL FOOTING: 4000PSF
2. CENTER FOOTINGS UNDER WALLS AND COLUMNS, UNLESS NOTED OTHERWISE.3. CONCRETE SHALL NOT BE CAST ON FROZEN GROUND OR GROUND CONTAINING STANDING WATER. OWNER’S SOILS CONSULTANT SHALL REVIEW SUBGRADE PRIOR TO CASTING OF FOOTINGS AND SLABS. PROTECT SOIL FROM FREEZING AFTER CASTING FOOTING. 4. UNLESS NOTED OTHERWISE, SLABS ON GRADE SHALL CONTAIN FIBERMESH REINFORCEMENT. SLAB SHALL BE PLACED OVER VAPOR BARRIER AND 6” MINIMUM COMPLACTED GRANULAR FILL. OWNER’S SOILS CONSULTANT SHALL VERIFY SUBGRADE PRIOR TO PLACEMENT OF ANY FILL BELOW SLABS. 5. PLACE REINFORCING IN ALL FOOTINGS PRIOR TO CASTING. FLOATING OF REINFORCING INTO FOOTING AFTER CASTING IS NOT PERMITTED. HOLD REINFORCING IN PLACE DURING CASTING OPERATIONS. CONSOLIDATE CONCRETE. 6. BASEMENT WALLS SHALL NOT BE BACKFILLED UNTIL LOWER LEVEL SLAB AND FIRST FLOOR STRUCTURE IS IN PLACE, UNLESS BRACING IS PROVIDED. 7. BACKFILL PLACED AGAINST FOUNDATION WALLS SHALL BE CLEAN, FREE-DRAINING GRANULAR MATERIAL FOR A MINIMUM OF 2FT AGAINST WALL. COMPACT SOILS ADJACENT TO FOUNDATION WALLS USING HAND EQUIPMENT. 8. STEPS IN FOOTING, FOUNDATION WALLS, AND GRADE BEAMS SHALL BE COORDINATED WITH WALL FORMING SYSTEM. 9. SEE ARCHITECTURAL DRAWINGS FOR OTHER REVEALS, INSERTS, EMBEDS, AND BOLTS. 10. PIPING RUNNING BELOW FOOTING SHALL BE PLACED PRIOR TO FOOTING OPERATIONS AND THE HOLE FILLED WITH LEAN CONCRETE.
CONCRETE:
1. CONCRETE STRENGTHS: 145PCF CONCRETE DENSITY. MINIMUM 28-DAY CONCRETE STRENGTHS SHALL BE AS FOLLOWS:
TYPICAL-UNLESS NOTED OTHERWISE: 4000PSIFOOTINGS: 4000PSIFOUNDATION WALLS: 4000PSISLABS ON GRADE: 4000PSI
2. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITIONS OF ACI 301, 305, 306, 311, 315, 318 AND 347. 3. CONCRETE MIX DESIGN SHALL CONFORM TO ACI 301 AND 318. WATER SHALL NOT BE ADDED ON SITE, UNLESS CALLED OUT ON THE APPROVED MIX DESIGN. 4. CONCRETE SLABS ON GRADE SHALL HAVE CONSTRUCTION JOINTS OR CUT JOINT AT 12FT O.C. MAXIMUM IN EACH DIRECTION. CUT SLAB BETWEEN 4 AND 12 HOURS AFTER CASTING SLAB. ISOLATE COLUMNS, WALLS, AND PIERS FROM SLABS AS SHOWN ON DRAWINGS. DO NOT CUT SLABS-ON-DECK OR PRECAST TOPPING SLABS. 5. SEE ARCHITECTURAL DRAWINGS FOR SLAB DEPRESSIONS. PITCH SLAB TO DRAIN WITHOUT REDUCING THICKNESS OF CONCRETE SECTION. 6. PROVIDE CONSTRUCTION JOINTS IN EXPOSED WALLS AT A MAXIMUM SPACING OF 40FT. COORDINATE LOCATION OF JOINT WITH ARCHITECTURAL DRAWINGS. PROVIDE CONSTRUCTION JOINTS IN UNEXPOSED WALLS AT A MAXIMUM SPACING OF 60FT. 7. ALL JOINTS IN CONCRETE CONSTRUCTION SHALL BE KEYED WITH A MINIMUM 2X4 KEYWAY. PROPERLY CONSOLIDATE CONCRETE WHEN CASTING. 8. DO NOT PLACE CONDUIT, PIPES, OR DUCTS WITHIN COLUMNS, BEAMS, WALLS, OR SLAB SYSTEMS WITHOUT APPROVAL FROM STRUCTURAL ENGINEER.
REINFORCING BARS:
1. BAR DETAILING SHALL CONFORM TO THE LATEST ACI DETAILING MANUAL. PROVIDE COVER TO REINFORCEMENT AS LISTED IN ACI 318.
2. STEEL SHALL BE AS FOLLOWS: REBAR- ASTM A605- GR 60WELDABLE REINFORCING- A706, GR 60WELDED WIRE FABRIC- ASTM A185
3. ALL FIELD BENDING OF REINFORCING SHALL BE DONE COLD. DO NOT HEAT REINFORCEMENT. 4. BAR LAPS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE. STAGGER SPLICES OF REINFORCING BY 24 INCHES AT ALTERNATE BARS.
BEAMS/JOIST TOP AND BOTTOM BARS – 48DBCOLUMN/WALL VERTICAL BARS – 48DBTIES – 38DB
5. HOLD REINFORCING IN PLACE DURING CASTING OPERATIONS.
MASONRY
1. HOLLOW CONCRETE MASONRY UNITS: NORMAL WEIGHT, F’M=2000, MORTAR TYPE S, GROUT STRENGTH – 2000PSI. 2. MASONRY CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF ACI 530.1. SEE IBC 2018 FOR HOT AND COLD WEATHER
PROCEDURES. 3. CMU SHALL BE LAID IN A RUNNING-BOND PATTERN. 4. PROVIDE BOND BEAMS WITH 2 #5 AT ALL FLOOR LINES, ROOF LINES, TOP OF WALL, AND AT 12’-0” O.C. MAXIMUM SPACING IN
WALL. 5. PROVIDE REINFORCING AT CENTER OF CORES OF CMU CONSTRUCTION, OR AS INDICATED ON STRUCTURAL DRAWINGS. HOLD
REINFORCING IN PLACE SURING GROUTING OPERATIONS. FILL ALL REINFORCED CELLS WITH GROUT. FILL ALL CMU CELLS SOLID BELOW GRADE. SEE DRAWINGS FOR OTHER GROUTING. CONSOLIDATED GROUT.
6. GROUT CELLS FLOOR-TO-FLOOR AT JAMBS OF OPENINGS. 7. LAP BARS 48 BAR DIAMETERS, UNLESS NOTED OTHERWISE.8. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16” O.C. MAX SPACING PER SPECIFICATION. 9. HIGH LIFT GROUTING WILL NOT BE PERMITTED WITHOUT AN APPROVED WRITTEN PROCEDURE SUBMITTED THROUGH THE
ARCHITECT. 10. USE GROUTED KEYWAYS OR PREMANUFACTURED JOINTS AT ALL CONTROL JOINTS. 11. DO NOT PLACE CONDUIT, CHASES, OR OTHER EMBED ITEMS IN GROUTED CELLS WITHOUT PRIOR APPROVAL FROM THE
STRUCTURAL ENGINEER. 12. LOCATE CONTROL JOINTS IN CMU AT A MAXIMUM SPACING OF 20FT, UNLESS NOTED OTHERIWSE. LOCATE CONTROL JOINTS IN
EXTERIOR MASONRY PER ARCHITECTURAL DRAWINGS. 13. CONTINUE REINFORCING THROUGH CONTROL JOINTS. WRAP REBAR WITH BOND-BREAKING TAPE 2’-0” EACH SIDE OF JOINT. DO
NOT SPLICE REINFORCING WITHIN 4FT OF JOINTS.
LINTELS:
1. LINTELS SHALL BE PLACED ABOVE ALL OPENINGS AND RECESSES IN MASONRY CONSTRUCTION. 2. LINTELS NOT SHOWN ON THE CONSTRUCTION DRAWINGS SHALL BE AS FOLLOWS, FOR EVERY 4IN NOMINAL THICKNESS OF
MASONRY:
SPAN: LINTEL:0-2FT ¼” PLATE, OR BOND BEAM WITH 2 #52FT-4FT L-3.5X3.5X1/4”4FT-6FT L-5X3.5X1/4” LLV6FT-8FT L-5X3.5X1/4” LLV
BACK-TO-BACK ANGELS SHALL BE WELDED TOGETHER WITH 2” WELD AT 12” O.C.
3. LINTELS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE AS FOLLOWS, FOR EVERY 6IN NOMINAL OF MASONRY THICKNESS (EG. 6” CMU):
SPAN: LINTEL:0-2FT ¼” PLATE, OR BOND BEAM WITH 1 #52FT-4FT WT 4X94FT-6FT WT 4X96FT-8FT L-5X3.5X1/4” W/ BOT PL- ¼”X5”
4. STEEL LINTELS SHALL HAVE A MINIMUM OF 6” BEARING ON FULLY GROUTED CELL.5. GROUT ALL CMU CORES SOLID UNDER LINTEL BEARING, BEAMS AND BEARING PLATES. 6. GALVANIZE ALL STEEL EXPOSED TO WEATHER.
STRUCTURAL STEEL:
1. STEEL SHALL BE DETAILED, FABRICATED AND ERECTED PER AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.
2. HIGH STRENGTH BOLTS SHALL BE INSTALLED PER AISC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.
3. PROPERTIES:ROLLED W-SHAPED MEMBERS: ASTM A992STEEL TUBES: ASTM A500, GRADE BSTEEL PIPES: ASTM A53, GRADE BSTEEL ANGLES, CHANNELS, PLATES: ASTM A36ANCHOR BOLTS: ASTM A307
4. SIMPLE SHEAR CONNECTIONS NOT FULLY DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE SELECTED BY THE STEEL FABRICATOR FROM APPROPRIATE AISCC LOAD TABLES USING END REACTION SHOWN ON PLANS. DOUBLE ANGLE, SINGLE ANGLE, OR WELDED SHEAR PLATE CONNECTIONS SHALL BE USED. BOLTED CONNECTIONS SHALL USE A MINIMUM OF 2 BOLTS. 5. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS WITH EXPERIENCE IN THAT TYPE OF JOINT. WELDING SHALL BE ACCORDING TO AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE. IN LIEU OF AWS WELDING CERTIFICATES, WELDERS EMPLOYED ON THE WORK MAY PROVIDE WELDING TESTS THAT HAVE BEEN PERFORMED WITHIN THE LAST 12 MONTHS. 6. UNLESS NOTED OTHERWISE, WELDS SHALL BE 3/16” THROAT THICKNESS. ALL WELDS SHALL USE E70XX ELECTRODES. 7. PAINT STEEL EXPOSED TO VIEW WITH MANUFACTURER’S STANDARD PRIMER. DO NOT PRIME STEEL RECEIVING FIRE-PROOFING, OR AT WELDS. IF STEEL MEMBERS ARE NOT EXPOSED TO VIEW, CONTRACTOR MAY ELECT TO NOT PRIME THIS STEEL. GALVANIZE ALL STEEL EXPOSED TO WEATHER. 8. HEADED STEEL STUDS SHALL BE PLACED ON BEAMS IN FIELD, ARC-WELDED THROUGH METAL FLOOR DECK. SEE STUD REPLACEMENT DETAIL. 9. DO NOT FIELD TORCH-CUT HOLES OR NOTCHES IN STEEL MEMBERS WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER. 10. BOLTS SHOWN ON STRUCTURAL DRAWINGS SHALL BE ¾” DIAM., A325-N BOLTS UNLESS NOTED OTHERWISE. USE TWIST-OFF TYPE BOLTS FOR CONNECTIONS REQUIRING FULLY TIGHTENED CONDITIONS. 11. FURNISH AND INSTALL OTHER MISCELLANEOUS STEEL AS CALLED OUT OR REQUIRED BY ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. 12. PROVIDE 5,000 PSI NON-SHRINK GROUT UNDER BASE PLATES AND BEARING PLATES WHERE INDICATED. ANCHOR BOLTS SHALL BE EMBEDDED 12 X (DIAM OF BOLT) MEASURED TO UNDERSIDE OF HEAD.13. STEEL CONNECTION DESIGN NOT CALLED OUT IN PLANS ARE DELIGATED TO THE STEEL SUPPLIER.
STEEL DECK:
1. DESIGN, FABRICATE, DELIVER, AND ERECT METAL ROOF DECK, NON-COMPOSITE METAL DECK, AND COMPOSITE METAL DECK ACCORDING TO THE SPECIFICATIONS AND RECOMMENDATIONS OF THE STEEL DECK INSTITUTE (SDI).
2. STEEL DECK PROPERTIES SHALL BE (AT MINIMUM), THOSE LISTED IN VULCRAFT CATALOGS FOR THE TYPE AND GAGE SHOWN ON THE DRAWINGS.
3. STEEL DECK SHALL BE ATTACHED TO SUPPORTING STRUCTURE AS NOTED ON PLANS. 4. USE WELD-WASHERS WHEN WELDING THROUGH DECK. POWDER DRIVEN FASTENERS, IF DESIRED FOR DECK ATTACHMENT,
SHALL BE SUBMITTED FOR REVIEW. 5. ROOF DECK SHALL BE PRIME-PAINTED. NON-COMPOSITE DECK SHALL BE GALVANIZED. COMPOSITE DECK SHALL BE
GALVANIZED.6. ROOF DECK AND NON-COMPOSITE DECK ENDS SHALL BE LAPPED 2” OVER SUPPORT. COMPOSITE DECK ENDS SHALL BE BUTTED
OVER CENTER OF SUPPORT. 7. PROVIDE HIP AND VALLEY PLATES, GIRDER FILLERS, END CLOSERS, CANT STRIPS, SUMP PANS, EDGE FORMS AND OTHE
ACCESSORIES AS SHOWN ON THE STRUCTURAL AND ARCHITECTURAL DRAWINGS, OR AS NEEDED TO PROVIDE A COMPLETE DECK SYSTEM SHOWN ON THE DRAWINGS.
8. SUPPORT DECK AT SUMP PANS AND OTHER ROOF DECK OPENINGS. SEE DETAILS. 9. HANG LOADS FROM STEEL BEAMS AND JOISTS WHENEVER POSSIBLE. PROVIDE UNISTRUT, ANGLES, OR TUBES TO
ACCOMMODATE THIS. DO NOT HANG ANY LOADS FROM ROOF DECK OR NON-COMPOSITE DECK. LOADS LESS THAN 100LBS MAY BE HUNG FROM CURED, COMPOSITE DECK. RESPONSIBILITYFOR DESIGN OF MEP SUPPORT SYSTEMS WILL BE WITH THE CONTRACTOR.
STEEL JOISTS:
1. DESIGN, FABRICATE, DELIVER, AND ERECT OPEN WEB STEEL JOISTS, JOIST GIRDERS, AND ACCESSORIES ACCORDING TO THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE (SJI).
2. THE BASIS OF DESIGN FOR JOIST SIZES SHOWN ON THE DRAWINGS IS PER VULCRAFT DESIGN CATALOG. SPECIAL JOIST PRELIMINARY SIZES SHOWN ARE BASED ON SNOW DRIFT AND MECHANICAL LOADS SHOWN ON DOCUMENTS.
3. PROVIDE BRIDGING, EXTENDED ENDS, SLOPED BEARINGS, CEILING EXTENSIONS AND OTHER ACCESSORIES AS SHOWN ON THE STRUCTURAL AND ARCHITECTUAL DRAWINGS.
4. BRIDGING SHOWN ON DRAWINGS SHALL BE USED FOR ESTIMATING ONLY. FINAL SIZE, CONFIGURATION, AND QUANTITY OF BRIDGING SHALL BE DETEMINED BY THE JOIST MANUFACTURER. UPLIFT BRIDGING MAY BE REQUIRED- SEE DRAWINGS.
5. WHERE BRIDGING INTERFERES WITH MECHANICAL DUCTWORK OR PIPING, BRIDING MAY BE REMOVED AFTER ROOF DECK ATTACHEMNT. NOTIFY STRUCTURAL ENGINEER OF LOCATIONS PRIOR TO REMOVAL.
6. PAINT JOISTS WITH MANUFACTURER’S STANDARD RUST-INHIBITING PRIMER. JOISTS TO RECEIVE FIREPROOFING ARE NOT TO BE PAINTED.
7. TO AID IN BEARING SEAT DESIGN FOR JOISTS, IF JOIST MANUFACTURER WOULD LIKE TO STAGGER JOISTS ON EITHER SIDE OF A SUPPORT, THIS SHALL BE SUBNITTED FOR APPROVAL ON THE SHOP DRAWINGS.
8. JOISTS BEARING ABOVE A COLUMN LINE SHALL HAVE ERECTION BOLTS IN THE BEARING SEAT. BOTTOM CHORDS SHALL BE ALSO EXTENDED TO THE FACE OF THE COLUMN.
9. JOISTS SHALL BE WELDED TO SUPPORTS, TYPICAL. 10. LIGHT-WEIGHT MECHANICAL DUCTS, CONDUIT, AND CEILING MAY BE HUNG AT ANY POINT ALONG THE JOIST BOTTOM OR TOP
CHORD. 11. LOADS GREATER THAN 100LBS SHALL BE HUNG WITHIN 6” OF TOP AND BOTTOM CHORD POINTS. LOADS HUNG OUTSIDE THIS
RANGE SHALL HAVE ADDED BRACING TO NEAREST CHOARD POINT, AS SHOWN ON THE DETAILS. 12. 5VS1 INDICATES 5" DEEP JOIST SUBSTITUTES.
LIGHT GAGE STEEL:
1. LIGHT GAGE STEEL DESIGN, DETAILING AND ERECTION SHALL FOLLOW STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) GUIDELINES.
2. LIGHT GAGE CALLED OUT ON THE DRAWINGS SHALL HAVE A MINIMUM PROPERTIES CALLED OUT IN THE LATEST EDITION OF SSMA PRODUCT TECHNICAL INFORMATION.
3. END TRACK GAGE SHALL MATCH WALL STUD GAGE. ALIGN STUDS BELOW STRUCTURAL MEMBERS ABOVE. PROVIDE FULL BEARING OF WALL STUDS TO TOP AND BOTTOM TRACK. STUDS SHALL NOT HAVE PUNCH-OUT LOCATED AT ENDS OF STUDS.
4. PROVIDE TRACK, BRIDGING, BLOCKING, HEADERS, CLIP-ANGLES, SLIDE CLIPS, FASTENERS, AND OTHER ACCESSORIES AS NEEDED TO SUPPLY A COMPLETED LIGHT-GAGE SYSTEM AS SHOWN ON THE DRAWING.
5. PROVIDE BRIDGING AT 4’-0” O.C. MAXIMUM SPACING IN BEARING ,SHEAR AND EXTERIOR WALLS. PROVIDE FULL DEPTH BLOCKING AT ALL SHEAR PANEL EDGES.
6. SCREW SHEATHING FOR SHEAR WALLS WITH SCREWS AT 6” O.C. AT PANEL EDGES AND 12” O.C. IN THE FIELD. SCREW SHEATHING FOR FLOORS AND ROOFS WITH SCREW AT 6” O.C. AT PANEL EDGES AND 12” O.C. IN THE FIELD. STAGGER EDGES OF PANELS.
7. PROVIDE 2 FULL HEIGHT STUDS AT JAMBS OF OPENINGS, UNLESS NOTED OTHERWISE. 8. ALL WELDED CONNECTIONS SHALL BE DONE BY PERSONNEL CERTIFIED IN LIGHT-GAGE WELDING. 9. CALCULATIONS FOR CONNECTIONS ARE BASED ON SIMPSON STRONG-TIE PRODUCT DATA. MARINO-WARE, CLARK DIETRICH, OR
ANY OTHER PRODUCT CONNECTIONS MAY BE USED IF PRODUCT DATA MEETS OR EXCEEDS THAT OF SIMPSON STRONG-TIE.10. EXTERIOR SOFFIT FRAMING NOT CALLED OUT IN PLAN TO BE 6" 18GA. STUDS @ 16" O.C. WITH BRIDGING @ 48" O.C.
WOOD:
1. WOOD CONSTRUCTION SHALL COMPLY WITH IBC 2018, AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AND THE AMERICAN WOOD COUNCIL.
2. MEMBERS PROPERTIES SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:ROOF SHEATHING- 19/32” APA RATED SHEATHING. FLOOR SHEATHING- ¾” APA RATED STURDI-FLOOR. WALL SHEATHING- 7/16” APA RATED SHEATHING.
3. DO NOT DRILL OR NOTCH STRUCTURAL ELEMENTS WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER. 4. CONNECTIONS NOT SHOWN SHALL BE FASTENED PER TABLE 2304.1 IN IBC 20125. PLYWOOD INDICATED AS RATED SHEATHING, SHALL BEAR THE APPROPRIATE MARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL WOOD MEMBERS SHALL BEAR THE APPROPRIATE MARK OF THE APPROPRIATE ACCREDITING AGENCY. 6. FOR MEMBERS EXPOSED TO WEATHER: NAILS, SCREWS AND BOLTS LESS THAN ½” DIAM SHALL BE STAINLESS STEEL. GREATER THAN ½” SHALL BE GALVANIZED OR STAINLESS STEEL.7. REFERENCE ARCHITECTURAL DRAWINGS FOR FIRE TREATED PLYWOOD.
COLD-FORMED HEADER SCHEDULEMARK
H1
REMARKS
H2
HEADER JAMB SILL
(2) 362S162-43 -
600T125-43 WHERE REQ.
(2) 600S162-43 w/ 362T125-43 T&B
(2) 600S162-43 w/ 600T125-43 T&B
(2) 600S162-43
NOTES:1. SEE 8/S4-9 FOR MULTIPLE STUD CONN.2. SEE 7/S4-9 FOR BOX HEADER ASSEMBLY3. SEE 9/S4-9 FOR SILL TO JAMB CONN.
H3 -(2) 800S162-54 w/ 600T125-54 T&B
(2) 600S162-43
H4 -(2) 1200S200-68 w/
600T125-68 T&B(2) 600S162-43
COLUMN SCHEDULE
MARK SECTIONBASE PLATE
REMARKS
C-1 HSS 6x6x3/8" I
C-2 HSS 8x8x1/2" II
C-3 HSS 12x6x5/8" III (6) 3/4" DIA. 12" EMBED.
C-4 HSS 14x6x5/8" IV
GENERAL NOTES:
1. T.O.C. EL. 99'-4" (U.N.O.)2. ALL ANCHORS TO BE THREADED RODS w/ 3" DIA. PLATE WASHER ON END EMBEDDED INTO CONC.
1'-0
"
6"
6"
1'-0"
6" 6"
I II
IV
III
ANCHORBOLTSTHICK.
1"
1"
1-1/4"
DETAIL
1-1/4"
C-5 HSS 6x6x3/8" V 1-1/4"
C-6 HSS 8x8x1/2" VI 1-1/4"
C-7 HSS 8x8x1/2" VII 1-1/4"
C-8 HSS 6x6x1/2" VIII 1-1/4"
C-9 HSS 6x6x3/8" IX 1-1/4"
3" 3" 3"
3"
6"
XIV
C-10 HSS 6x6x3/8" VIII 1 1/4"
C-11 HSS 8x6x5/8" X 1"
C-12 HSS 8x6x5/8" XI 1 1/4"
C-13 HSS 6x6x3/8" XII 1"
TY
P.
1 1/
2"
TYP.1 1/2"
1'-2
"
7"
7"
1'-2"
7" 7"
TY
P.
1 1/
2"
TYP.1 1/2"
1'-6
"
9"
9"
1'-0"
6" 6"
TY
P.
1 1/
2"7
1/2"
7 1/
2"
1 1/
2"
1 1/2" 9" 1 1/2"
1'-8
"
10"
10"
1'-0"
6" 6"
TY
P.
1 1/
2"8
1/2"
8 1/
2"
1 1/
2"
1 1/2" 9" 1 1/2"1 1/2"11"1 1/2"
1 1/
2"6"
6"7"
1 1/
2"
6"1'
-4"
1'-1
0"
1'-2"
6" 8"
V
1 1/
2"11
"7
1/2"
7 1/
2"
1 1/2" 11" 1 1/2"
1 1/
2"
7"1'
-10"
2'-5
"
7"7"
1'-2"
VI
1 1/
2"1'
-1"
1 1/
2"
1 1/2"1 1/2" 7 1/2" 7 1/2" 11" 7 1/2" 7 1/2"
1'-10" 1'-10"
3'-8"
1'-4
"
9"7"
VII
1 1/
2"9"
1 1/
2"
1 1/2" 1 1/2"7"7"9"
1'-0
"
6"6"
2'-2"
6" 1'-8"
6" 6"
1'-0"
1'-0
"
6"6"
1'-10"
2'-2
"
VIII
IX
5 1/
2"
1 1/2" 5" 5" 9" 1 1/2"
X
1'-2
"
4"
10"
1'-0"
6" 6"
1 1/
2"
4"5
1/2"
3"
1 1/2" 9" 1 1/2"
1 1/2" 9" 1 1/2"
1 1/
2"1
1/2"
5"5"
5 1/
2"5
1/2"
1'-0"
6" 6"
2'-0
"
7"1'
-5"
XI
1'-0"
6" 6"
1'-0
"
6"6"
1 1/2" 9" 1 1/2"
1 1/
2"
7 1/
2"3"
XII
1'-2"
7" 7"
1'-2
"
7"7"
1 1/2" 11" 1 1/2"
1 1/
2"
9 1/
2"3"
XIII
C-14 HSS 8x8x1/2" XIII 1"
C-15 HSS 6x6x3/8" XIV 1"
9"
3" 6"
9"
3"3"
3"
(8) 3/4" DIA. 9" EMBED.
(6) 3/4" DIA. 9" EMBED.
(8) 3/4" DIA. 12" EMBED.
(12) 3/4" DIA. 9" EMBED.
1 1/
2"7"
7"9"
1 1/
2"
1 1/2"10"
1 1/
2"
(8) 3/4" DIA. 9" EMBED.
INT. SIDE
EXT. SIDE
EXT. SIDE
INT. SIDE
(10) 3/4" DIA. 9" EMBED.
(4) 3/4" DIA. 9" EMBED.
INT. SIDE
EXT. SIDE
(4) 3/4" DIA. 9" EMBED.
INT. SIDE
EXT. SIDE
(4) 3/4" DIA. 9" EMBED.
(4) 3/4" DIA. 9" EMBED.
(4) 3/4" DIA. 9" EMBED.
(6) 3/4" DIA. 9" EMBED.
(8) 7/8" DIA. 9" EMBED.
(12) 7/8" DIA. 9" EMBED.
** INDICATES USING (8) 7/8" DIA. 12" EMBED.
SHEET TITLE:
PROJECT:
RISE PROJECT NO:
ISSUE:
REVISION SCHEDULE:
1108 S. Main St. 102Aberdeen, SD 57401Phone: 605-725-4852
1113 St Joseph StreetRapid City, SD 57701Phone: 605-491-2485
300 N. Phillips Ave. 120Sioux Falls, SD 57104Phone: 605-334-9999
co-oparch.com
7/3
1/2
020
3:3
7:4
5 P
M
20025
S0-1
07/20/2020
CITY OF WATERTOWN
WATERTOWN, SOUTH DAKOTA
ATY TERMINAL - WATERTOWNREGIONAL AIRPORT
100% CONSTRUCTIONDOCUMENTS
STRUCTURAL NOTES &SCHEDULES
REV. # REV. DSC. REV. DATE
1 ADDENDUM #01 7/31/2020
5
7
9
11
1315 18
21
25
29
30
33
34
E.1
F.1
G.3
E
F
G
- 4" CONC. SLAB ON GRADE w/ FIBERMESH REINF.- VAPOR RETARDER (REF. ARCH.)- 6" DRAINAGE FILL.- APPROVED SUBGRADE.
D
2
38
D.1
27
23
E.6
31
F6P5
F2
F3P2
F2
F3
F2
F2
F3
F2
F2
F2
F2
F4
F4
F4
F3P2
F4
F7
F3
P1
F1
F6
P10
F4
P10
F6
F2
F2
F2
F2
F2
F2
F3
P7
F3
P2
4
S4-1
1
S4-1
2
S4-1
8
S4-1TYP.
1
S4-1
2
S4-1
8
S4-1TYP.
3
S4-1
3
S4-1
5'-4 1/4"
1'-7 3/4"3'-4 3/8"
5'-2 1/2"
1'-5 1/4"
2 7/8"
8 1/8"
1'-0"11'-11"
17'-1"
7'-4"5'-8 1/8"
20'-6
1/8
"
8'-6
7/8
"20
'-0"
7'-1
0 5/
8"5'
-8 7
/8"
15'-4
1/2
"
9'-9
"
11" 2'-10"
16'-3"
3"15'-6"
4'-3"10'-8"
9'-4"5'-4"
14'-8"3"
19'-9"
6'-3"3'-9"
7'-4 5/8"
3'-7 1/4"
5'-9 5/8"
2'-3 5/8"20'-0"
17'-7 1/2"4 1/2"
2'-0"
20'-0"
10'-8"
3'-6"
1'-11"3'-11"
7'-2"
5'-7"4'-5"
2'-10"
2'-5 7/8"
3'-9 1/8"3'-9"
2426
8
10
3
H
3
S4-1
3
S4-1
96'-0
"
96'-0
" 96'-0"
FTG. 2'-0"x1'-0"w/ 2-#5 CONT.
96'-0"
FTG. 2'-0"x1'-0"
w/ 2-#5 CONT.
96'-0"
H.1
6 32
D.4
37
D.5
14
B
E.9
20
F.3
12
1
S4-1
5'-0"
G.1
5'-0"
7'-2"7'-2
"
3
S4-1
3
S4-1
2 1/2"5'-3"
3'-10 1/2"5'-10"
5'-3"8'-11"
5'-0
"
4'-7 1/2"5'-3"
5'-7 1/2"
5'-0
"
116'-1"
170.00°
1
S4-1
2
S4-1
4
3
S4-5
36
5'-8"
9
S4-1
F6P4
F3
P6
F4P3
FT
G. 2
'-0"x
1'-0
"w
/ 2-#
5 C
ON
T.
FT
G. 2
'-0"x
1'-0
"w
/ 2-#
5 C
ON
T.
FT
G. 2'-0"x1'-0"
w/ 2-#5 C
ON
T.
F1
P1
F2
P7
F2
P7
F2
P2F2
P2
F6P2
F1
P1
F2
P9
F3
P1
F1
P1
F2
P1
F6F3
F3
P6
F3
P2
F1
P1
F2
P1
10
S4-11
S4-1
E.3
1
S4-1
F1
F1
10
S4-1
SIM.
4"
2"
6
S4-4
10
S4-1
10
S4-1
F1
F1
1
S4-4
2
S4-5
2
S4-6
3
S4-6
19
10
S4-1SIM.
F1P1
4'-5
3/8
"5'
-3"
5'-0"
10
S4-1
13
S4-1
13
S4-1
5'-0"
6'-3"
4'-4 5/8"
14
S4-1 TYP.
RECESS FOUND. WALL 8" & POUR SLAB
OVER TOP, TYP. @ AREAS SHOWN SHADED
RECESS FOUND. WALL 8" & POUR SLAB OVER TOP, TYP. @ AREAS SHOWN SHADED
RECESS FOUND. WALL 8" & POUR SLAB
OVER TOP, TYP. @ AREAS SHOWN SHADED
1"
5"
5"
5"
4"
1'-3
"F2
P7
F3P8
F3P8
F2P7
F3
P6F1P1
F1P1
F1P1
F1P1
F1P1
F1P1
F1P2
F1P1
F1
P1
F1
P1
F2P9
P1 P1
96'-0
"
96'-0"95
'-6" 95'-6"
99'-4
"T
YP
.
94'-0"
98'-0"
95'-0"
99'-4"
96'-0"
99'-4"
96'-0"
99'-4"T
YP
.
99'-4"T
YP
.
99'-4
"T
YP
.
95'-0" TYP.
96'-0"96'-0
"
96'-0"
96'-0"
96'-0"
96'-0"
96'-0"
5
S4-6
F2
P7
F2
P7
F2
P7
F2
P7
G.2
35
16 17
22
28
D.8
A
E.7
J.1
J
5'-8
"
5'-7 3/8"5'-7 3/8"
3'-0 7/8"9'-8"
3'-1"8'-3"
2'-2"
3'-0"
18'-1 7/8"
F2
P1
106'-0"
126'-0"
79'-9"
56'-4"
57'-1
0 3/
4"13
'-2 3
/4"
WORKING POINT
WORKING POINT
20'-0 1/2"
36'-1 1/4"
60'-3"
11"
80'-0
"
29 30 33 34
G.3
3831
H.1
32 37
G.1
36
1
S4-1
3
S4-1
2'-4 1/4"
96'-0"
FT
G. 2'-0"x1'-0"
w/ 2-#5 C
ON
T.
F1
P1
F1
P1
F1
P1
F1
P1
F3
P2
F1
5'-0"1'-3 5/8"
5'-0"
11
S4-1
12
S4-1
RECESS FOUND. WALL 8" & POUR SLAB
OVER TOP, TYP. @ AREAS SHOWN SHADED
- 4" CONC. SLAB ON GRADE w/ FIBERMESH REINF.
- VAPOR RETARDER (REF. ARCH.)
- 6" DRAINAGE FILL.
- APPROVED SUBGRADE.
35
7 1/4"
96'-0"
96'-0"
96'-0"
E.739
F2
P1
SHEET TITLE:
PROJECT:
RISE PROJECT NO:
ISSUE:
REVISION SCHEDULE:
1108 S. Main St. 102Aberdeen, SD 57401Phone: 605-725-4852
1113 St Joseph StreetRapid City, SD 57701Phone: 605-491-2485
300 N. Phillips Ave. 120Sioux Falls, SD 57104Phone: 605-334-9999
co-oparch.com
7/3
1/2
020
3:3
7:4
5 P
M
20025
S1-1
07/20/2020
CITY OF WATERTOWN
WATERTOWN, SOUTH DAKOTA
ATY TERMINAL - WATERTOWNREGIONAL AIRPORT
100% CONSTRUCTIONDOCUMENTS
FOOTING & FOUNDATION PLAN
1/8" = 1'-0"1
FOOTING & FOUNDATION PLAN
NOTES:- CONTRACTOR TO SUBMIT CONTROL JOINT LAYOUT FOR ARCH./ENGINEER APPROVAL SEE STRUCTURAL NOTES FOR SIZE/SPACING LIMITATIONS.- SEE 5 & 6 SHEET S4-1 FOR TYPICAL CONTROL JOINT DETAILS.- SEE 7/S4-1 FOR TYPICAL WALL CORNER REINFORCING.
F.F.E. = 100'-0"
1/8" = 1'-0"2
ALT#1 - FOOTING & FOUNDATION PLAN
REV. # REV. DSC. REV. DATE
1 ADDENDUM #01 7/31/2020
TRUE NORTH
PLAN NORTH
5
7
9
11
1315 18
21
25
29
30
33
34
E.1
F.1
G.3
E
F
G
D
2
38
D.1
22K5 JOISTS
16K-SP JOISTS.
22K5 JOISTS
24LH07 JOISTS
24LH06 JOISTS
16K-SP JOISTS
3'-0" 2'-10" 11 SPA. @ 3'-0"= 33'-0" 2'-10" 3'-0"
W10x26 PURLINS
W14X22
W14X22
W18X35
W14X22
W14X22
W10X12
W12X14
W16X26
W16X26
W16X26
W16X26
W16X26
3'-8" 2'-10"
16'-3"3"
15'-6"
4'-3"10'-8"
9'-4"5'-4"
14'-8"
3"
19'-9"
6'-3"3'-9"
3'-8"
7'-4 5/8"
3'-7 1/4"
5'-9 5/8"2'-3 5/8"
20'-0"
17'-7 1/2"
4 1/2"2'-0"
20'-0"
10'-8"
3'-6"1'-11"
3'-11"
7'-2"
5'-7"4'-5"
2'-10"2'-5 7/8"
3'-9 1/8"3'-9"
W18X
35
W18X
35
W18X
35
W16X
26
W10X12W10X12
W24X62
W16X31
W16X26
W16X
31
W14X22
W16X26
W16X26
W18X35
W16X26
W16X31
W14X22
W14X22
W18X35
W14X22
W14X22
27
23
E.6
W18X
35
W16X
31
W18X
35
W14X
22
31
2
S4-2
3
S4-2
3
S4-2
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
5
S4-2
(TOS 113'-3")
(TOS 113'-3")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-3")
(TOS 113'-3")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-3")
(TOS 113'-3")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-8")
(TOS 113'-8")
1'-11"3'-5 3/8"
1'-7 3/4"
3'-4 3/8"5'-2 1/2"
1'-5 1/4"11"
18'-1 7/8"
5'-8"
9'-6"3"
11'-11"
17'-1"
7'-4"5'-8 1/8"
5'-8
"
20'-6
1/8
"
8'-6
7/8
"
20'-0
"
7'-1
0 5/
8"5'
-8 7
/8"
15'-4
1/2
"3"
9'-9
"
3
S4-8
3
S4-8
STL. TRUSS ELEV. - REF. 1/S4-3
2426
(TOS = 113'-3")
11 SPA. @ 5'-0"= 55'-0"
4'-0"2'-6"
2'-0"
1'-6"
1'-3"2'-0"
2'-6"4'-3"
19 SPA. @ 5'-0"= 95'-0"
4'-1"
8
10
3
H
MO
ME
NT
FR
AM
E "
D"
BR
AC
ED
FR
AM
E "E
"
BR
AC
ED
FR
AM
E
MO
ME
NT
FR
AM
E "
A"
1'-6"3'-0"
3'-0"3'-0"
3'-0"3'-0"
3'-0"3'-0"
3'-0"3'-0"
1'-8"3'-0"
3'-0"3'-0"
3'-0"2'-10"
T.O
.S. =
114
'-4 1
/2"
BR
AC
ED
FR
AM
E "M
"
T.O
.S. = 114'-6"
BRACED FRAME
HS
S18X
6X
5/1
6T
.O.S
. = 1
11'-6
"
HSS10X8X3/8
HSS10X8X3/8
HSS10X8X3/8
HSS10X8X3/8
HSS10X8X3/8
HSS10X8X3/8 HSS10X8X3/8
HSS10X8X3/8
HSS10X8X3/8
HSS10X8X3/8
HSS10X8X3/8
HSS10X8X3/8
HSS10X8X3/8
HSS16X4X3/8
HSS16X4X3/8
HSS18X6X1/2
H.1
6 32
D.4
37
D.5
14
B
E.9
20
F.3
12
W18X35
W16X26
W16X26
W16X26
W14X22
W14X22
W14X22
W14X22
W14X22
W14X22
W14X22
W14X22
W16X
26
W16X
26
W16X
26W
16X
31
W16X
26
HS
S12X
4X
1/4
W8X10
W21X
50
9
S4-3
G.1
6
S4-3
1
S4-2
1
S4-2
2
S4-2
14
S4-3
4
3
S4-5
2
S4-4
1
S4-5
HS
S12X
6X
5/8
HS
S6X
6X3/
8 LO
WT
.O.S
. = 1
12'-3
1/2
"
HSS10X6X3/8T.O.S. = 112'-7 1/2"
36
HS
S6X
6X3/8 LO
W
T.O
.S. = 112'-6"
HS
S12X
6X5/8
BRACED FRAME "C"
BRACED FRAME "F"
STL. STAIR -
BY STL. PROVIDER
10
S4-2
600S162-43 @ 16" O.C. w/ FULL DEPTH @ MIDSPAN & WEB STIFFNERS SOUTH END
362S162-43 @ 16" O.C. w/ 362T125-43 TOP & BOT. BRIDGE STUDS @ 48" O.C., SEE DTL. 5/S4-9
H1H1
7
S4-3
HSS6X6X3/8T.O.S. = 110'-6"
5
S4-3
5VS1 JOIST SUBSTITUES
3
S4-3
E.3
4"
2"
HS
S18X
6X
5/1
6T
.O.S
. = 1
11'-6
"
6
S4-4
HSS10X8X3/8
4
S4-3
EXT. WALL:600S162-43 @ 16" O.C. w/ 600T125-43
BOT. & 600SLT250-43 TOP. BRIDGE
STUDS @ 48" O.C., SEE DTL. 5/S4-9
EXT. WALL:600S162-43 @ 16" O.C. w/ 600T125-43
BOT. & 600SLT250-43 TOP. BRIDGE
STUDS @ 48" O.C., SEE DTL. 5/S4-9
EXT. WALL:
600S162-43 @ 16" O.C. w/ 600T125-43
BOT. & 600SLT250-43 TOP. BRIDGE
STUDS @ 48" O.C., SEE DTL. 5/S4-9
EXT. WALL:
600S162-43 @ 16" O.C. w/ 600T125-43
BOT. & 600SLT250-43 TOP. BRIDGE
STUDS @ 48" O.C., SEE DTL. 5/S4-9
HS
S6X
6X
3/8
T.O
.S. = 112'-6"
HSS6X6X3/8
T.O.S. = 112'-3 1/2"EXT. WALL:
800S162-43 @ 16" O.C. w/ 800T125-43
BOT. & 800SLT250-43 TOP. BRIDGE
STUDS @ 48" O.C., SEE DTL. 5/S4-9
EXT. WALL:800S162-43 @ 16" O.C. w/ 800T125-43
BOT. & 800SLT250-43 TOP. BRIDGE
STUDS @ 48" O.C., SEE DTL. 5/S4-9
INT. WALL:
600S162-43 @ 16" O.C. w/ 600T125-43
T&B. BRIDGE STUDS @ 48" O.C.,
SEE DTL. 5/S4-9
LOW ROOF DECK TO BE 1.5B-36 22GA.
FASTENED w/ HILTI-X-HSN24 IN A 36/7 PATTERN
& #10 SIDE LAP FASTENERS @ 24" O.C.
LOW ROOF DECK TO BE 1.5B-36 22GA.
FASTENED w/ HILTI-X-HSN24 IN A 36/7 PATTERN
& #10 SIDE LAP FASTENERS @ 24" O.C.
CONOPY BY CURTAIN WALL SUPPLIER, TYP.
W16X26
W16X26
3'-1 1/2"
3'-1 1/2"
2'-8"3'-0"
3'-2"3'-2"
2'-4"2'-4"
2'-4"2'-3"
2'-3"2'-3"
9"
8" CMU w/ #5
GROUTED @ 24"O.C.
1
S4-4
8
S4-3
5VS
1
JOIS
T S
UB
.
1'-4"5 SPA. @ 3'-0" = 15'-0"
3'-2"
9 SPA. @ 3'-0" = 27'-0"
2'-6"
5VS1 JOIST SUBSTITUES
5VS1 JOIST SUBS.
@ 3'-0" O.C.
6
S4-3
TO
S =
111
'-9 3
/4"
W14X
22
LOW
HIG
H
HIG
HT
OS
= 113'-8"
W14X
22
LOW
TO
S = 111'-9 3/4"
TO
S =
113
'-8"
(TO
S =
113
'-8")
HIG
H
(TO
S =
111
'-3 1
/2")
HS
S14X
6X
1/4
LOW
10
S4-3
(TO
S 110'-6 5/8")
LOW H
IGH
(TO
S 113'-8")
HS
S6X
6X
3/8
11
S4-3 1"
BEAM IS OFFSET 1" SOUTH
OF COL. CENTERLINE
10'-5
"
DRIFT LOAD = 53PSF
10'-5"
DRIFT LOAD =
53PSF
DRIFT LOAD =
74PSF
14'-5"
DRIFT LOAD = 74PSF
14'-5"
12
S4-3
2
S4-5
MO
ME
NT
FR
AM
E "
D"
TO
S =
113
'-8"
MO
ME
NT
FR
AM
E "
D"
(TOS = 113'-3")(TOS = 113'-3")
W8X15
1
S4-6
2
S4-6
3
S4-6
4
S4-6
1
S4-7
MOMENT FRAME "F"
MO
ME
NT
FR
AM
E "M
"
BR
AC
ED
FR
AM
E "
A"
13
S4-3
4
S4-2
1
S4-8
2
S4-8
7
S4-2
1
S4-9
(TOS = 113'-8")
W21X
44
(TO
S = 113'-8")
HSS12X4X1/4(TOS = 113'-8")
(TOS 112'-8 1/4")HSS10X8X3/8
(TOS 112'-6") (TOS 112'-6")
HS
S6X
6X
3/8
HS
S6X
6X
3/8
HSS6X6X3/8
HSS8X6X3/8(TOS 114'-10")
(TOS 112'-6")
(TO
S 112'-6")(T
OS
112
'-6")
4
S4-8
5/8"
BEAM IS OFFSET 5/8" NORTH
OF COL. CENTERLINE
19
LINTEL -
SEE GEN.
NOTES
2
S4-9
H3
H2
H2
H4
H4
800S162-43 @
16" O.C
. w/ F
ULL D
EP
TH
BLK
G.
@ M
IDS
PA
N &
WE
B S
TIF
FN
ER
S E
A. E
ND
800S162-43 @
16" O.C
. w/ F
ULL
DE
PT
H B
LKG
. @ M
IDS
PA
N &
WE
B S
TIF
FN
ER
S E
A. E
ND
14
S4-2
11
S4-2
11
S4-2
C-5
C-1
C-1
C-13
C-1
C-1
C-1
C-1
C-1
C-13C-13
C-13
C-13
C-13
C-13
C-13
C-13
C-1
C-1
C-1
C-1
C-1
C-1
C-13
C-13
C-13
C-1
3C-13
C-15C-15
C5
4"
C13
1
S4-10
2
S4-10
22'-10"
BEAM TO COL. SHEAR
CONN. NEEDS TO BE SLIP
CRITICAL. PROVIDE A
"CLASS A" FAYING SURFACE
BEAM TO COL. SHEAR
CONN. NEEDS TO BE SLIP
CRITICAL. PROVIDE A
"CLASS A" FAYING SURFACE
HIGH BEAM TO COL. SHEAR CONN. NEEDS TO BE SLIP CRITICAL. PROVIDE A "CLASS A" FAYING SURFACE
HIGH BEAM TO COL. SHEAR CONN. NEEDS TO BE SLIP CRITICAL. PROVIDE A "CLASS A" FAYING SURFACE
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TO
S =
113
'-8")
(TO
S =
113
'-8")
(TOS 113'-3")
(TOS 113'-3")
(TOS 113'-3")
TO
S = 113'-8"
TO
S = 113'-8"
(TO
S 113'-8")
TOS = 113'-8" TOS = 113'-8"
(TO
S = 113'-8")
(TOS = 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TO
S = 113'-8")
(TO
S = 113'-8")
(TO
S = 113'-8")
(TO
S = 113'-8")
(TO
S = 113'-8")
(TOS 112'-6")
(TOS 112'-6")
(TOS 112'-6")
(TOS 112'-6")
(TOS 112'-6") (TOS 112'-6")
(TOS 112'-6")
(TOS 112'-6")
(TOS 112'-6")
(TOS 112'-6")
(TOS 112'-6")(TOS 112'-6")
7
S4-2
5
S4-6
BRACED FRAME "L"
BRACED FRAME "K"
BRACED FRAME "G"
16
S4-2
TYP.
16
S4-2
TYP.
16
S4-2
TYP.
16
S4-2
TYP.
16
S4-2
TYP.
16
S4-2
TYP.
16
S4-2
TYP.
16
S4-2
TYP.
TYP.
16
S4-2 TYP. G.2
35
16
S4-2
C-1
W14X22
(TOS 113'-3")5VS1 JOIST SUB.'s
@ 3'-0" O.C.
18LH05 JOISTS
5VS
1
JOIS
T S
UB
.
W36X150
3'-0"3'-0"
3'-0"3'-0"
3'-0"3'-0"
LINE INDICATES
MECH. UNIT
JOISTS TO BE DESIGNED
FOR A 0.34KLF MECH.
LOAD WHERE UNIT BEARS
ON FLR. VERIFY w/ MECH.
5
S4-35
S4-3
11
S4-3
0.55KIP
6 THU
SL4x4x3/8 PERIM. ANGLE, TYP.
MECH. RTU
22K-SP JOISTS
22K-SP JOISTS
11
S4-9
12
S4-9
13
S4-9
14
S4-9 TYP.
14
S4-9
1"
14
S4-9TYP.
HSS6X6X1/4
HS
S6X
6X
1/4
TOS = 112'-6"
TO
S =
112
'-6"
BRACED FRAME "C"
BRACED FRAME "C"
BRACED FRAME "C"
1
16 17
22
28
D.8
A
C
E.7
J.1
A.1
C.1
39
5'-7 3/8"5'-7 3/8"
J
5
S4-10
HSS6X6X1/4
TOS = 112'-6" HSS6X6X1/4
TOS = 112'-6"
6
S4-10
10
S4-10
10
S4-10 SIM.
2
S4-7
1
S4-9
2
S4-9
2
S4-7
C-13
3
S4-7
3
S4-7TYP.
TYP.
21'-2
1/8
"
36'-1 1/4"
INDICATES WALLS
ABOVE SITTING ON LOW
ROOF JOISTS, TYP.
INDICATES WALLS ABOVE SITTING ON LOW ROOF JOISTS, TYP.
11 7/8"
5'-0"5'-0"
3'-1 1/4"
29
33
34
G.3
38
31
H.1
22K5 JOISTS
W16X26
W18X35
W16X26
W16X31
W18X
35
2
S4-2
3
S4-2
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
18'-1 7/8"
19'-1"
20'-0"
W18X35
W16X26
W16X26
W16X26
W16X
26
W16X
26
W21X
50
EXT. WALL:
600S162-43 @ 16" O.C. w/ 600T125-43
BOT. & 600SLT250-43 TOP. BRIDGE
STUDS @ 48" O.C., SEE DTL. 5/S4-10
2'-6"
W8X15
C-13
C-13
C-13
C-13
C-13
C-13
DRIFT LOAD =
74PSF
14'-5"
BEAM TO COL. SHEAR
CONN. NEEDS TO BE SLIP
CRITICAL. PROVIDE A
"CLASS A" FAYING SURFACE
16
S4-2TYP.
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TOS 113'-5 1/2")
(TO
S 113'-8")
(TO
S 113'-8")
(TO
S 113'-8")
(TO
S 113'-8")
(TO
S 113'-8")
1
S4-2TYP.
22K-SP JOISTS
(TOS 109'-6")HSS18X6X1/2
LOW
HS
S14X
6X3/8
(TO
S 109'-2")
18'-0"
22'-0"
9
S4-10
8
S4-10
HIG
H
HIGH
LOW
LOW HSS8X6X3/8
(TOS 107'-10") w/ L8X8X1/2
SHOP WELDED TO SIDE
OF COL. SIM. TO 7/S4-10
(2) 600S162-43 BRG. STUDS & (2)
600T162-43 JAMB STUDS EA. END
OF PEDESTRIAN DOOR LINTEL
(2) 600S162-43 BRG. STUDS& (2) 600T125-43 JAMB STUDSEA. END OF OVERHEAD DOOR
SHEET TITLE:
PROJECT:
RISE PROJECT NO:
ISSUE:
REVISION SCHEDULE:
1108 S. Main St. 102Aberdeen, SD 57401Phone: 605-725-4852
1113 St Joseph StreetRapid City, SD 57701Phone: 605-491-2485
300 N. Phillips Ave. 120Sioux Falls, SD 57104Phone: 605-334-9999
co-oparch.com
7/3
1/2
020
3:3
7:4
9 P
M
20025
S2-1
07/20/2020
CITY OF WATERTOWN
WATERTOWN, SOUTH DAKOTA
ATY TERMINAL - WATERTOWNREGIONAL AIRPORT
100% CONSTRUCTIONDOCUMENTS
SECOND FLOOR & LOWERROOF FRAMING PLAN
1/8" = 1'-0"1
SECOND FLOOR & LOWER ROOF FRAMING PLAN
NOTES:1. FLOOR TO BE 4" CONC. w/ 4X4-W2.9XW2.9 REINFORCING. FLOOR DECKING TO BE 1.0C24GA. FASTENED w/ HILTI X-HSN24
OR EQUIVALENT IN A 33/4 PATTERN & (1) #10 SIDE LAP FASTENER PER PANNEL SPAN.2. PROVIDE BRIDGING ANCHORS & NUMBER OF ROWS (HORIZ. OR DIAG.) OF BRIDGING OF MATERIAL, SIZE, & TYPE
REQUIRED BY SJI's SPECIFICATIONS. FURNISH ADDITIONAL ERECTION BRIDGING IF REQUIRED FOR STABILITY.3. ALL HEADER/BEAM & JAMB SUPPORTS FOR BAGGAGE COILING DOORS TO BE COORDINATED w/ BHS4. USE L4x4x1/4 ANGLE TO FORM OUT ALL OPENING IN THE SECOND FLOOR WHERE REQUIRED
1/8" = 1'-0"2
ALT#1 - SECOND FLOOR & LOWER ROOF FRAMING PLAN
REV. # REV. DSC. REV. DATE
1 ADDENDUM #01 7/31/2020
TRUE NORTH
PLAN NORTH
7
9
11
1315 18
21
25
29
30
33
34
E.1
F.1
G.3
E
F
G
D
2
38
D.1
W16x40 PURLINS w/ BRACING SIM. TO DTL 8/S4-2 @ MID-SPAN
W16x40 PURLINS w/ BRACING
SIM. TO DTL 8/S4-2 @ MID-SPAN
16K3 JOISTS w/T.C. ENTENDED END.
12K5 JOISTS
12K5 JOISTS @ 5'-0" O.C.
W16x40 PURLINS w/ BRACING
SIM. TO DTL 8/S4-2 @ MID-SPAN
10'-0"
20'-0"
20'-0"
20'-0"
19'-1"
3'-8"
7'-4 5/8"
3'-7 1/4"
8'-1 1/4"
20'-0"
20'-0"
20'-0"
10'-8"
3'-6"1'-11"
3'-11"
7'-2"
5'-7"4'-5"
2'-10"
3'-9"
2.5K3 JOISTS
HSS18X6X5/8
W24X55
W24X55
W21X44
W24X55
W16X36
W16X36
W16X26
W16X26
W16X26
W16X26
W16X36
W16X36
W16X26
W16X36
W16X26
W16X36W16X36
W16X36
W16X36
W27X84
W14X
26
W16X26
W16X26
W16X26
W16X26
W18X35
W10X12
W14X26
W16X26
W16X36
W16X36
W16X36
W16X36
W16X26
W18X35
W16X26
W18X
35
W10X12
W24X
55
W18X
35
W18X
35 W
18X
35
HSS6X6X1/4HSS6X6X1/4
27
23
E.6
W18X
35
W18X
35
(TOS 126'-0")
(TOS 125'-2 7/8")
(TOS 126'-0")
(TOS 125'-2 7/8")
(TOS 125'-9 1/2")
(TOS 125'-9 1/2")
(TOS 125'-9 1/2")
(TOS 125'-9 1/2")
(TOS 125'-3 1/8")
(TOS 124'-8")
(TOS 125'-9 1/2")
(TOS 125'-9 1/2")
(TOS 125'-2 7/8")
5'-1"3'-4 3/8"
5'-2 1/2"
1'-5 1/4"11"
18'-1 7/8"
5'-8"
9'-9"
3"11'-11"
17'-1"
7'-4"5'-8 1/8"
1'-11"
5'-8
"
20'-6
1/8
"
8'-6
7/8
"
20'-0
"
6
S4-2
3
S4-8
6
S4-2
3
S4-8
2426
W12X19
(TOS 124'-8")
(TOS 124'-8")
W16X
40
20 SPA. @ 5'-0"= 100'-0"
4'-3"
4'-10"
4'-10"
4'-3"
24 SPA. @ 5'-0" = 120'-0"
6 SPA. @ 5'-0"= 30'-0" U.N.O.
HS
S6X
6X3/
8 O
UT
LOO
KE
RS
@ 3
'-0"
O.C
. U.N
.O.
HS
S6X
6X3/8 O
UT
LOO
KE
RS
@ 3'-0" O
.C. U
.N.O
.
12
S4-2
12
S4-2
13
S4-2
H
MO
ME
NT
FR
AM
E "
D"
BR
AC
ED
FR
AM
E "E
"
BR
AC
ED
FR
AM
E "J"
MO
ME
NT
FR
AM
E "M
"
MO
ME
NT
FR
AM
E "
A"
MOMENT FRAME "L"
MOMENT FRAME "B"
MOMENT FRAME "F"
MOMENT FRAME "F"
4'-2" 4 SPA. @ 5'-0"= 20'-0" 4'-2"
10 SPA. @ 3'-0"= 30'-0" U.N.O.
4'-0" 4'-0" 5'-0" 5'-0" 4'-0" 4'-0"
MO
ME
NT
FR
AM
E "
D"
MO
ME
NT
FR
AM
E "
D"
MOMENT FRAME "K"
MOMENT FRAME "G"
BRACED FRAME "H"
MOMENT FRAME "B"
MOMENT FRAME "B"
H.1
D.4
37
D.5
F.3
G.1
4
3
S4-5
2
S4-4
(T.O
.S. =
SLO
PE
D)
1
S4-5
W16X36
(TOS 125'-2 7/8")
(T.O.S. = 125'-2 7/8")
(TOS 125'-2 7/8")
(TOS 125'-2 7/8")
(TOS 125'-2 7/8")
(TO
S 126'-0")
W12X
19
8" CMU w/ #5
GROUTED @ 24"O.C.
36
(TOS 125'-2 7/8")
(TOS 125'-2 7/8")
(TOS 125'-2 7/8")
(TOS 125'-2 7/8")
(TOS 125'-2 7/8")
W16X36(TOS 125'-2 7/8")
(TOS 125'-9 1/2")
C-12
C-11
3'-8"
19'-1"
13'-7
1/2
"
15'-4
1/2
"3"
9'-3
1/4
"
E.3
4"
2"
6
S4-4
W18X
35
BEAM TO COL. SHEAR CONN. NEEDS TO BE SLIP CRITICAL. PROVIDE A "CLASS A" FAYING SURFACE
EXT. WALL:
600S162-43 @ 16" O.C. w/ 600T125-43
BOT. & 600SLT250-43 TOP. BRIDGE
STUDS @ 48" O.C., SEE DTL. 5/S4-9
W8X15 HOIST BEAM,
COORD. ELEV. w/ ARCH.
& ELEVATOR SUPPLIER
1
S4-4
(TO
S 1
26'-0
")
(TO
S 1
26'-0
")
(TO
S 1
26'-0
")
4"
10
S4-9
2
S4-5
1
S4-6
2
S4-6
3
S4-6
4
S4-6
1
S4-7
7
S4-2
1
S4-9
2'-9
3/8
"
4
S4-8
19
11'-3
"
9'-6"9'-6
"
LINTEL -
SEE GEN.
NOTES
2
S4-9
2'-3
1/8
"
9
S4-2
1'-7"
4'-5"
3'-5"
3'-5"
4'-5"
3'-5"
1'-6"
1'-11 3/4"
MOMENT FRAME "C"
8
S4-2
TYP.
1
S4-9
2
S4-9
9
S4-2
7
S4-2
H2
5'-0"
5'-0"
6'-3"
3
S4-2
3
S4-2
C-3
C-5
C-6
C-7
C-7
C-6
C-14
C-2 C-2
C-6
C-6
C-6
C-6
C-6
C-6
C-14
C-3
C-5
C-1
C-1
C-1
C-9
C-8
C-1
0
C-12
C-13
C-1
C-1
C-1
C-1
C-8**
C-1
C-4
C-4
C-4
C-4
C-1
C-1
C-8
C-8
C-1
4
S4-9
4
S4-9
W16x40 PURLINS w/ BRACING SIM. TO DTL 8/S4-2 @ MID-SPAN
3
S4-9
1
S4-10
2
S4-10
4'-5"
10 1
/2"
2'-7"LINE INDICATES ANGLE BRACING LOCATION FOR PURLINS
LINE INDICATES ANGLE BRACING
LOCATION FOR PURLINS
C-4
BEAM TO COL. SHEAR
CONN. NEEDS TO BE SLIP
CRITICAL. PROVIDE A
"CLASS A" FAYING SURFACE
C-8
**
BEAM TO COL. SHEAR
CONN. NEEDS TO BE SLIP
CRITICAL. PROVIDE A
"CLASS A" FAYING SURFACE
BEAM TO COL. SHEAR
CONN. NEEDS TO BE SLIP
CRITICAL. PROVIDE A
"CLASS A" FAYING SURFACE
C-1
(TOS 126'-0")
(TOS 126'-0")
(TOS 126'-0")
(TOS 126'-0")
(TOS 126'-0")
(TOS 126'-0")
(TOS 126'-0")
(TOS 126'-0")
(TOS 125'-9 1/2") (TOS 125'-9 1/2")
(TOS 126'-0") (TOS 126'-0")
(TO
S 126'-0")
(TO
S 126'-0")
(TO
S 126'-0")
(TOS 125'-9 1/2")
(TOS 125'-9 1/2")
(TO
S 126'-0")
(TO
S 126'-0")
(TO
S 126'-0")
W16X
40
(TO
S S
LOP
ED
)
5
S4-6
BEAM TO COL. SHEAR
CONN. NEEDS TO BE SLIP
CRITICAL. PROVIDE A
"CLASS A" FAYING SURFACE
BEAM TO COL. SHEAR
CONN. NEEDS TO BE SLIP
CRITICAL. PROVIDE A
"CLASS A" FAYING SURFACE
16
S4-2
TYP.
16
S4-2
TYP.
16
S4-2
TYP.
16
S4-2
TYP.
16
S4-2
TYP.
2'-6" 2'-8"
4'-0" 4'-0"
2'-6"4'-1"
4'-1"5'-5"
3'-8"3'-9"
3'-8"4'-10"
5'-2"4'-6"
5'-0"3'-4"
G.2
20'-0"
8
S4-2TYP.
0.15KIP
0.15KIP
0.44KIP
L4x4x3/8 PERIM.
ANGLE, TYP.0.15KIP8 THUS
MECH.
RTUMECH.
RTU
1"
3
S4-10
4
S4-10
1
16 17
22
28
A
11'-1"
C
E.7
J.1
A.1
C.1
3'-0 3/8"39
J
5'-7 3/8" 5'-7 3/8"
10
S4-10
10
S4-10 SIM.
SIM.
4
S4-9W16X40 W16X40
6'-0
"
6'-0
"
2
S4-7
2
S4-7
3
S4-7
3
S4-7TYP.
TYP.
21'-4
5/8
"8'
-2 3
/4"
19'-8
3/8
"
28'-6
3/4
"
36'-1 1/4"
SHEET TITLE:
PROJECT:
RISE PROJECT NO:
ISSUE:
REVISION SCHEDULE:
1108 S. Main St. 102Aberdeen, SD 57401Phone: 605-725-4852
1113 St Joseph StreetRapid City, SD 57701Phone: 605-491-2485
300 N. Phillips Ave. 120Sioux Falls, SD 57104Phone: 605-334-9999
co-oparch.com
7/3
1/2
020
3:3
7:5
0 P
M
20025
S3-1
07/20/2020
CITY OF WATERTOWN
WATERTOWN, SOUTH DAKOTA
ATY TERMINAL - WATERTOWNREGIONAL AIRPORT
100% CONSTRUCTIONDOCUMENTS
UPPER ROOF FRAMING PLAN
1/8" = 1'-0"1
UPPER ROOF FRAMING PLAN
NOTES:1. HIGH ROOF DECK TO BE 1.5B-36 22GA. FASTENED w/ HILTI-X-HSN24 OR EQUIVALENT IN A 36/7 PATTERN & #10 SIDE LAP FASTENERS @ 18" O.C.2. PROVIDE BRIDGING ANCHORS & NUMBER OF ROWS (HORIZ. OR DIAG.) OF BRIDGING OF MATERIAL, SIZE, & TYPE REQUIRED BY SJI's
SPECIFICATIONS. FURNISH ADDITIONAL ERECTION BRIDGING IF REQUIRED FOR STABILITY.3. COORD. WELDED ANGLE FRAMES w/ MECH., SEE DTL. 15/S4-3
REV. # REV. DSC. REV. DATE
1 ADDENDUM #01 7/31/2020
TRUE NORTH
PLAN NORTH
MATCH
B.O.F. EL.
#4x3'-0" DOWEL BARS @ 24" O.C.
REF. ADJ. FOUND. SECTION FOR ADD'L. INFO.
CONC. FTG. -SEE PLAN.
SLOPE 1/8"/FT.
5" CONC. SLAB w/ #4 @ 12" O.C. EA. WAY.
1-#5 BARS CONT. T&B.
6" SEE PLAN
DRAINAGEFILL
1'-0
"
1/2" EXP. MAT'L.
PERIM. INSUL. - REF. ARCH.
ARCH.COORD. w/
CONC. SLAB -SEE PLAN.
7" 5"
F.F.E.
SEE PLAN
T.O.F. EL.
SEE PLAN
1/2" EXP. MAT'L.
PERIM. INSUL. -SEE ARCH.
CONC. FTG. -SEE PLAN.
#5 VERT. w/ BEND @ 24" O.C.
#5 HORIZ. @ 12" O.C.
CONC. SLAB -SEE PLAN.
CURTAIN WALL -REF. ARCH.
CONC. SLAB - SEE PLAN.FILL JOINT CONT. w/ SEALANT.
1 1/
4"
CONT. KEYWAY
8"
8"
1
1
CONC. SLAB - SEE PLAN.
1
1
CORNER BAR SAME SIZE & SPA. AS LONG BAR x 4'-0" LONG.
DOWEL BAR SAME SIZE & SPA. AS LONG. BAR x 2'-6"
SEE PLAN.
1/2" EXP. MAT'L. ISOLATION JOINT.
8"
FIN.FL. EL.
SEE PLAN
SEE PLAN
COL. & BASE PL. -SEE PLAN.
1 1/2" NON-SHRINK GROUT. CONC. SLAB -
SEE PLAN
T/FTG.
SEE PLAN
#5 DOWEL @ 12" O.C.
8"
4'-0
" C
OO
RD
. w/ E
LEV
. MA
NU
F.
1'-0
"
MAIN FLR. EL.
SEE PLAN
6"
#5@12" O.C. EA. WAY.
DOWEL TO MATCH SIZE & SPACING OF WALL REINFORCING
CMU WALL -SEE PLAN
DRAIN TILE SET IN DRAINAGE ROCK ALL AROUND ELEV. PIT. DRAIN TO PIT SUMP.
1/2" EXP. MAT'L.
WATERPROOFING -REF. ARCH.
CONC. SLAB -SEE PLAN
1/2" EXP. MAT'L.
PERIM. INSUL. -REF. ARCH
CONC. FTG. -SEE PLAN.
#5 VERT. w/ BEND @ 24" O.C. EA. SIDE
#5 HORIZ. @ 12" O.C. EA. SIDE
CONC. SLAB -SEE PLAN.
(2) 0.157" DIA. PAF's
STUD WALL -SEE PLAN
8" 6"
PRECAST VENEER -REF. ARCH.
GROUT FILL SOLIDBELOW GRADE
8"FIN.FL. EL.
SEE PLAN
8" 8"
8"
1/2" EXP. MAT'L.
PERIM. INSUL. -REF. ARCH
CONC. FTG. -SEE PLAN.
#5 VERT. w/ BEND @ 24" O.C. EA. SIDE
#5 HORIZ. @ 12" O.C. EA. SIDE
CONC. SLAB -SEE PLAN.
(2) 0.157" DIA. PAF's
STUD WALL -SEE PLAN
PRECAST VENEER -REF. ARCH.
GROUT FILL SOLIDBELOW GRADE
FIN.FL. EL.
SEE PLAN
1'-0
"
1'-4" TYP.
2-#5 BARS CONT.
1
1
STUD WALL -SEE PLAN
(2) 0.157" DIA. P.A.F.'s
CONC. SLAB -SEE PLAN
NOTE:
AT SIM. LOCATION METAL STAIR CONN. TO THICKENED SLAB BY STL. SUPPLIER
#4 BARS @ 12" O.C. EA. WAY ALL WALLS, FLOOR & TOP SLAB.
COVERS -REF. MECH.
PIPING BYMECH. CONTR.
4" 6"
VERIFY w/ M.C.
3'-0" 6"
VERIFY w/ M.C.
2'-0" 6" 4"
VE
RIF
Y w
/ M
.C.
5'-0
"6"
4" 6"
VERIFY w/ M.C.
2'-6" 6" 4"
#4 BARS @ 12" O.C. EA. WAY ALL WALLS, FLOOR & TOP SLAB.
END VIEW SIDE VIEW
CONC. SLAB -SEE PLAN.
REF. ARCH./MECH.
6"V
AR
IES
2-#4 CONT.
#4 "U-BARS" w/ 6" BENDS EA. END @ 24" O.C.
CONT. BENTONITE STRIP EA. SIDE.
L2x2x3/16" GALV. FRAME w/ 3/8" DIA. x 4" ANCH. @ 24" O.C.
19W4 GALV. STEEL GRATING.
6"
6" 2"
F.F.E.
SEE PLAN
T.O.F. EL.
SEE PLAN
1/2" EXP. MAT'L.
PERIM. INSUL. -SEE ARCH.
CONC. FTG. -SEE PLAN.
#5 VERT. w/ BEND @ 24" O.C.
#5 HORIZ. @ 12" O.C.
CONC. SLAB -SEE PLAN.
(2) 0.157" DIA. PAF's
STUD WALL -SEE PLAN
FIN.FL. EL.
SEE PLAN
T.O.F. EL.
SEE PLAN
CONC. FTG. -SEE PLAN
CONC. PIER. -SEE PLAN
1 1/2" NON-SHRINKGROUT
STL. COL. & STL. BASEPLATE -SEE PLAN
1/2" EXP. MAT'L.ISOLATION JOINT
PAVEMENT -REF. CIVIL
ADDED #4 TIE@ T/PIER
SHEET TITLE:
PROJECT:
RISE PROJECT NO:
ISSUE:
REVISION SCHEDULE:
1108 S. Main St. 102Aberdeen, SD 57401Phone: 605-725-4852
1113 St Joseph StreetRapid City, SD 57701Phone: 605-491-2485
300 N. Phillips Ave. 120Sioux Falls, SD 57104Phone: 605-334-9999
co-oparch.com
7/3
1/2
020
3:3
7:5
3 P
M
20025
S4-1
07/20/2020
CITY OF WATERTOWN
WATERTOWN, SOUTH DAKOTA
ATY TERMINAL - WATERTOWNREGIONAL AIRPORT
100% CONSTRUCTIONDOCUMENTS
STRUCTURAL DETAILS
3/4" = 1'-0"3
FROST STOOP SECTION3/4" = 1'-0"
4TYP. FOUND. SECTION @ WDW.
1 1/2" = 1'-0"5
CONTROL JOINT DETAIL
1 1/2" = 1'-0"6
KEYED CONSTR. JOINT3/4" = 1'-0"
7TYP. WALL CORNER REINF. DTLS
1" = 1'-0"8
INT. PAD FOOTING DETAIL3/4" = 1'-0"
9ELEV. PIT SECTION
3/4" = 1'-0"1
TYP. FOUND. SEC. @ 6" STUD3/4" = 1'-0"
2TYP. FOUND. SEC. @ 8" STUD
1 1/2" = 1'-0"10
TYP. THICKENED SLAB DETAIL3/4" = 1'-0"
11SAND/OIL INTERCEPTOR PIT DETAILS
1 1/2" = 1'-0"12
TRENCH DRAIN DETAIL3/4" = 1'-0"
13TYP. FOUND. SECTION @ 6" WALL NO PRECAST
3/4" = 1'-0"14
EXT. FOOTING & PIER DETAIL
REV. # REV. DSC. REV. DATE
GRID
JST. BRG. EL.
REF. PLAN
1/2"ROOF DECK -SEE PLAN
ROOF JST. -SEE PLAN
ROOF JST. -SEE PLAN
STL. BEAM -SEE PLAN
CONC. FLR. & DECK -REF. PLAN.
STL. PURLIN -REF. PLAN.
STL. BEAM -SEE PLAN
L6x4x3/8xCONT. DECK EDGE
PARTITION WALL BELOW -NOT SHOWN FOR CLARITY, REF. ARCH.
8 5/8""x4"x1/4x8" LONG BENT PL., EA. SIDE
CONN. BY STL. SUPPLIER, SEE DTL. 16/S4-2
WELD HANDRAIL VERT. ALL AROUND TO ANGLE
DO NOT ATTACH HANDRAIL VERT. TO DECK EDGE
HAND RAIL VERT. -HSS2x2x1/4"
7"
1/4"
2@12
2@121/4"
ROOF DECK -REF. PLAN.
STL. PURLIN - REF. PLAN.
STL. BEAM - REF. PLAN.
T.O.S. EL.
SEE PLAN
HSS6X6X1/4 @ 5'-0" O.C. w/ 1/4" WELD ALL AROUND TO TOP OF BEAM
LG STUD INFILL BEYOND
HSS6X6X1/4XCONT.
600S162-43 BTW. COL.'s w/ (2) 0.157" DIA. PAF's @ EA. STUD TO BM.
L3x3x1/4 BTWN HSS COL's w/ 1/4" WELD 2" LONG @ 12" O.C. TO BEAM
HSS6X2X1/4XCONT.
HSS6X6X1/4@ 5'-0" O.C.
CONN. BY STL. PROVIDER -SEE DTL. 16/S4-2
1/2" BOT. PL.
1/4"
1/4"
1/4"
1/4"
2@12
1/4" 2@12
OUTLOOKERS -REF. PLAN.
STL. BEAM -REF. PLAN.
L3x3x1/4" KICKER @ 6'-O" O.C.
STL. BEAM -SEE PLAN.
L4x4x3/8" CONT. - WELD TO TOP OF OUTLOOKERS.
SIMPSON FCB45.5 w/ (4) #10-16 SCREWS TO EA. STUD & (3) 0.157" DIA. PAF's TO DECK EDGE
CURTAIN WALL -REF. ARCH.
SIMPSON FCB47.5 w/ (4) #10-16 SCREWS TO EA. STUD & (3) 0.157" DIA. PAF's TO DECK EDGE
L3x3x18GA. w/ (1) #10-16 SCREW EA. LEG
ROOF DECK -SEE PLAN
LAP SPLICE w/ (4) #10-16 SCREWS, TYP.
362S162-43 @ 16" O.C.
600S162-43 @ 16" O.C.
600S162-43 @ 16" O.C.
HSS6X2X1/4XCONT. WHERE REQ.
1/4"
HSS6X2X1/4 @ 5'-0" O.C. WHERE REQ., HT. VARIES
1/4"
1/4"
1/4"
1/4"
1/4"x3" TALL WELD PL. @ EA. KICKER, SHOP FAB. TO BEAM
ATTACH BOTH EDGES OF DECKING TO BEAM FLANGE -SEE PLAN FOR FASTENERS
1/2" CAP PL.
STL. BEAM -SEE PLAN.
L4x4x3/8" CONT. - WELD TO TOP OF OUTLOOKERS.
SIMPSON FCB45.5 w/ (4) #10-16 SCREWS TO EA. STUD & (3) 0.157" DIA. PAF's TO DECK EDGE
CURTAIN WALL -REF. ARCH.
STL. JST -SEE PLAN.
SIMPSON FCB47.5 w/ (4) #10-16 SCREWS TO EA. STUD & (3) 0.157" DIA. PAF's TO DECK EDGE
L3x3x18GA. w/ (1) #10-16 SCREW EA. LEG
ROOF DECK -SEE PLAN
LAP SPLICE w/ (4) #10-16 SCREWS, TYP.
362S162-43 @ 16" O.C.
600S162-43 @ 16" O.C.
600S162-43 @ 16" O.C.
L3x3x1/4 KICKER @ 5'-0" O.C.,
HSS5X5X1/4XCONT., STOP 8" SHORT OF COL. ON EA. END TO ALLOW FOR BRG. ANGLE w/ GUSSETS PLATES
2@121/4"
2@121/4"
AT CONN. TO COL. USE L2 1/2x2 1/2x3/8xWIDTH OF COL. FOR TOP ANGLE CONN.
60.00°
5"X3"x1/4" WELD PL. @ EA. KICKER, SHOP FAB. TO BEAM
KICKER RXN.'s TO JST.
VERT. RXN. = +/- 0.4KIPHORIZ. RXN. = +/- 0.7KIP
1/4"
ROOF DECK -SEE PLAN
STL. JST. -SEE PLAN
STL. BEAM -SEE PLAN
HSS5X5X1/4 @ 5'-0" O.C. WELD ALL AROUND TO BEAM
L3x3x1/4 BTWN., HSS COL's. w/ 2" WELD @ 12" O.C. TO BEAM
LG INFILL BEYOND600T125-43 CONT. w/ (2) 0.157" DIA. PAF's TO TOP OF COL.
1/2" CAP PL.
600T125-43 w/ (2) #10-16 SCREWS TO DECK @ EA. STUD
L.G. WALL -SEE PLAN.
MASONRY VENEER -REF. ARCH.
L3x3x1/4" KICKER @ 5'-O" O.C. WELD EA. END ALL AROUND
SLOTTED TRACK -SEE PLAN
(2) 0.157" DIA. PAF's TO BEAM @ EA. STUD
1/4"x3" TALL WELD PL. @ EA. KICKER, SHOP FAB. TO BEAM
KICKER RXN.'s TO JST.
VERT. RXN. = +/- 0.4KIPHORIZ. RXN. = +/- 0.7KIP
1/4" 2@12
2@12
TOS
REF. PLAN
ROOF DECK -SEE PLAN.
STL. BEAM -SEE PLAN.
STL. JST. -SEE PLAN.
SLOTTED TRACK -SEE PLAN
MASONRY VENEER -REF. ARCH. L.G. WALL -
SEE PLAN.
HSS5X5X1/4 @ 5'-0" O.C. WELD ALL AROUND TO BEAM
L3x3x1/4xCONT. w/ (1) #10 SCREW TO EA. STUD
LG INFILL BEYOND
600T125-43 CONT. w/ (2) 0.157" DIA. PAF's TO TOP OF COL.
1/2" CAP PL.
600T125-43 BETWEEN HSS COL's w/ (2) 0.157" DIA. PAF's @ EA. STUD
L3x3x1/4" KICKER @ 5'-O" O.C. WELD EA. END ALL AROUND
(2) 0.157" DIA. PAF's TO BEAM @ EA. STUD
1/4"x3" TALL WELD PL. @ EA. KICKER, SHOP FAB. TO BEAM
60.00°
KICKER RXN.'s TO JST.
VERT. RXN. = +/- 0.4KIPHORIZ. RXN. = +/- 0.7KIP
1/4"
ROOF JOIST -SEE PLAN
STUD WALL -SEE PLAN
600S162-43xCONT.
SIMPSON FCB43.5 CLIP w/ (3) #10-16 SCREWS TO TRACK & JST. @ EA. JOIST
BLOCKING @ MID-SPAN
SIMPSON FCB43.5 CLIP w/ (3) 0.157" DIA. PAF's TO BEAM & (4) #10-16 SCREWS TO STUD @ EA. JOIST
STL. BEAM -SEE PLAN
3/4" T&G FLOOR SHEATHING
FOR FRAMING INFO., SEE DTL. 7/S4-2
T/WALL
111'-8"
362T125-43 WEB STIFFNER w/ (4) #10-16 SCREW
CONC. FLR. & DECK -REF. PLAN.
STL. PURLIN -REF. PLAN.
STL. TRUSS -REF. PLAN.
CONN. BY STL. SUPPLIER, SEE DTL. 16/S4-2
CURTAIN WALL -REF. ARCH.
L4x4x3/8xCONT.
SIMPSON FCB45.5 w/ (3) 0.157" DIA. PAF's TO BEAM & (4) #10-16 SCREWS TO LG
600S162-43 @ 16" O.C.
LAP SPLICE w/ (4) #10-16 SCREWS, TYP.
600S162-43 @ 16" O.C.
362S162-43 @ 16" O.C.
600T125-43xCONT. w/ (3) 0.157" DIA. PAF's TO EA. STL TRUSS WEB
3/4" T&G SHEATHING
CONN. FROM CURTAIN WALL TO HSS BY CURTAIN WALL SUPPLIER
INSULATION -REF. ARCH.
600T125-43xCONT. w/ (2) #10-16 SCREWS TO JST.
2@12
1/4" 2@12
HSS 6x6x1/4" @ EA. COL LOC. ON GRID B&B.1
LG JST. -800S162-43 @ 16" O.C.
HSS 8x6x1/2" CONT. w/ L8x4x7/16" LEDGER ANGLE FOR WINDOW SUPPORT.
CURTAIN WALL -REF. ARCH.
HSS6x6x1/4" @ EA. COL LOC. ON GRID B&B.1
3/8" STL. END PLATE.
L4x4x1/4" CONT. T&B
ATTACHMENT TO STRUCTURE BY WDW. MFR. (TYP.)
ROOF DECK -SEE PLAN.
STL. PURLIN -SEE PLAN.
HSS6x6x1/4 @ 5'-0" O.C.
HSS6x2x1/4x CONT.
1/4"
1/4"
1/4"
1/4"
2@12
2@12
1/4"TYP.
3/4" T&G FLOOR SHEATHING
HSS6x6x1/4x CONT.
1/4"
1/4"
SIMPSON FSB47.5 w/ (3) 0.157" DIA. PAF's TO BEAM & (4) #10-16 SCREWS TO JST.
T/JST.
114'-6"
T/STL.
112'-6"
(4) 3/4" DIA. BOLTS
3/8" STIFFNER PL. EA. SIDE
BLOCKING @ MID-SPAN
STL. COL. -SEE PLAN.
14"x8"x1/2" CAP PL.
12x6x1/2 BOT. PL.T/STL.
112'-8"
T&B ANGLES
T&B ANGLES
CONNECTION -SEE DTL. 16/S4-2
ROOF DECK -SEE PLAN
STL. BEAM -SEE PLAN
ROOF PURLIN -SEE PLAN
L2x2x1/4 X-BRACING EVERY OTHER PURLIN BAY
1/4"
1/4"TYP.
1/2" DIA. THRU. BOLT
3" TALL WELD PL. @ EA. BRACE, SHOP FAB. TO BEAM, TYP.
ROOF DECK -REF. PLAN.
STL. PURLIN - REF. PLAN.
STL. COL. -SEE PLAN
LG STUD INFILL BEYOND
DECK EDGE -L3x3x1/4
HSS6X2X1/4XCONT.
HSS6X6X1/4@ 5'-0" O.C.
CONN. BY STL. PROVIDER -SEE DTL. 16/S4-2
1/4"
1/4"1/4"
1/4"
HSS6X6X1/4XCONT.
GRID
JST. BRG. EL.
REF. PLAN
1/2"
FLR. DECK -SEE PLAN
ROOF JST. -SEE PLAN
ROOF JST. -SEE PLAN
STL. BEAM -SEE PLAN
GRID
CONN. BY STL. PROVIDER -SEE 15/S4-2 FOR SHEAR RXN.
BEAM - SEE PLAN
1/2" CAP PL.
HSS COL. -SEE SCHD.
GRID GRID
STL. BEAM -SEE PLAN
HSS COL. -SEE SCHD.
GRID
L4x4x3/8x WIDTH OF COL. T&B, TYP. U.N.O.
1/4"
1/4"
T.OS. EL.
SEE PLAN
T.OS. EL.
SEE PLAN
NOTE:
ALL 16" & 18" DEEP HSS BEAMS REQUIRE L6x6x5/8xWIDTH OF COLUMN FOR THE BOT. BRG. ANGLE w/ (2) 3"x5/8" GUSSET PLATES, SIM. TO DTL. 2/S4-3
SHEAR CONN. TABLEBEAM SIZE
W8
W10
W12
W14
W16
W18
W21
W24
W27
10 KIPS
SHEAR
21.1 KIPS
20 KIPS
39.5 KIPS
32.4 KIPS
54.1 KIPS
33 KIPS
19 KIPS
10 KIPS
W36 45 KIPS
JST. BRG. EL.
REF. PLAN
8"x7"x1/2" BRG. PL. w/ (2) 1/2" DIA. x 4" STUD ANCHORS @ EA. JOIST.
CMU WALL -SEE PLAN
L4x4x1/4" CONT.
BOND BEAM w/ (2) #5 CONT.STL. JST. -
SEE PLAN
1/4"
SHEET TITLE:
PROJECT:
RISE PROJECT NO:
ISSUE:
REVISION SCHEDULE:
1108 S. Main St. 102Aberdeen, SD 57401Phone: 605-725-4852
1113 St Joseph StreetRapid City, SD 57701Phone: 605-491-2485
300 N. Phillips Ave. 120Sioux Falls, SD 57104Phone: 605-334-9999
co-oparch.com
7/3
1/2
020
3:3
7:5
4 P
M
20025
S4-2
07/20/2020
CITY OF WATERTOWN
WATERTOWN, SOUTH DAKOTA
ATY TERMINAL - WATERTOWNREGIONAL AIRPORT
100% CONSTRUCTIONDOCUMENTS
STRUCTURAL DETAILS
1" = 1'-0"3
RF. JOIST BRG. @ STL. BM.
1" = 1'-0"5
FLOOR FRAMING DETAIL @ INT.1" = 1'-0"
6PURLIN CONN. @ STL. BEAM
1" = 1'-0"12
OUTLOOKER FRAMING DETAIL1" = 1'-0"
13CANT. JOIST END FRAMING
1" = 1'-0"2
ROOF DECK BRG. @ EXT. STUD WALL1" = 1'-0"
1JOIST BRG. @ EXT. WALL
1" = 1'-0"10
L.G. BEARING @ OFFICE
1" = 1'-0"4
FLOOR FRAMING DETAIL @ EXT.3/4" = 1'-0"
7FRAMING SECTION @ CANT. PURLINS
3/4" = 1'-0"8
ROOF PURLIN BRACING DTL.1" = 1'-0"
9PURLIN CONN. @ STL. COL.
1" = 1'-0"11
FLR. JOIST BRG. @ STL. BM.
1" = 1'-0"16
W-FLANGE & HSS BEAM CONN.'s TO COL.1 1/2" = 1'-0"
15SHEAR CONN. TABLE
1" = 1'-0"14
JOIST BRG. @ CMU WALL
REV. # REV. DSC. REV. DATE
1 ADDENDUM #01 7/31/2020
HSS 12x6x5/8"
HSS 12x6x5/8"HSS 6x6x3/8" (TYP. ALL DIAGONALS), AXIAL LOAD FOR STL. SUPPLIER CONN. DESIGN TO T&B CHORDS = 46.7KIPS
3'-0
"
36'-1 1/4" FROM CENTER OF COLUMN TO CENTER OF COLUMN
STL. COL. -SEE PLAN
3/8"
(2) 3 1/2" WIDE x 5/8" THICK GUSSET PL. @ THIRD POINTS UNDER STL. TRUSS w/ 3/8" WELD ALL AROUND
L8x8x5/8x14" LONG, EA. SIDE
L5x5x5/16x6" LONG w/ 2" LONG SLOTTED HOLES, EA. SIDE, T&B. SEE SECTION ON DTL. 2/S4.3
(2) 3/4" THRU BOLTS EA. TUBE, EA. SIDE
2'-0 5/8" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 2'-0 5/8"
FLR. FRAMING NOT SHOWN FOR CLARITY
STL. COL. -SEE PLAN
STUD WALL -SEE PLAN
ROOF JOIST -SEE PLAN
ATTACH JOIST TO STUDw/ (2) #10-16 SCREWS @EA. STUD
3/4" T&G FLOOR SHEATHING
T/WALL
112'-2"
ROOF DECK -SEE PLAN.
STL. JST. -SEE PLAN.
L.G. WALL -SEE PLAN.
6"x1/2"xCONT. PL. WELD TO JST. BOT. CHORDSLOTTED TRACK -SEE PLAN
(2) 0.157" DIA. PAF's TO STL. PL.
CONC. FLR. & METAL DECK -SEE PLAN
(2) #10-16 SCREWS FROM TRACK TO DECK @ 8" O.C.
600S162-43 @ 16" O.C. w/ 600T125-43 WHERE REQ.
600S162-43 @ 16" O.C. w/ 600T125-43 WHERE REQ.
362S162-43 @ 16" O.C.
LAP SPLICE w/ (4) #10-16 SCREWS, TYP.
STL. PURLIN -SEE PLAN
STL. BEAM -SEE PLAN
ROOF JST. -SEE PLAN
ROOF DECK EDGE -L3x3x1/4 CONT. WELDED TO FLOOR DECK EDGE
CURTAIN WALL -BY OTHERS
DL VERT. RXN. TO JST. = 230PLFWL VERT. RXN. TO JST. = +/-240PLF
(2) 0.157" DIA. PAF's FROM TRACK TO CONC. @ EA. STUD
FLR. DECK EDGE -L4x4x1/4 CONT. WELDED TO BEAM & w/ 1/2" DIA. HEADED STUD @ 32" O.C.
1/4" 2@12
2@121/4"
2@121/4"
T/WALL
REF. ARCH.
ROOF DECK -SEE PLAN
STL. BEAM -SEE PLAN
SLOTTED TRACK
LG STUD INFILL -REF. ARCH.
PARTITION WALL NOT SHOWN FOR CLRAITY, REF. ARCH
T/STL.
SEE PLAN
T/STL.
SEE PLAN
ROOF DECK -SEE PLAN
(2) #10-16 SCREWS FROM TRACK TO CONT. LG PL. @ 8" O.C.
600S162-43 @ 16" O.C. w/ 600T125-43 WHERE REQ.
600S162-43 @ 16" O.C. w/ 600T125-43 WHERE REQ.
362S162-43 @ 16" O.C.
LAP SPLICE w/ (4) #10-16 SCREWS, TYP.
STL. BEAM -SEE PLANROOF JST. -
SEE PLAN
ROOF DECK EDGE -L3x3x1/4 CONT. WELDED TO EA. JST. & (1) #10-16 SCREW TO EA. STUD
CURTAIN WALL -BY OTHERS
DL VERT. RXN. TO JST. = 230PLFWL VERT. RXN. TO JST. = +/-240PLF
(2) 0.157" DIA. PAF's FROM TRACK TO BEAM @ EA. STUD
T/WALL
REF. ARCH.
12"x18GA.xCONT. LG PL. w/ (3) #10-16 SCREWS TO DECK @ 12" O.C.
T/STL.
SEE PLAN
1/4"
(2) #10-16 SCREWS FROM TRACK TO DECK @ 8" O.C.
600S162-43 @ 16" O.C. w/ 600T125-43 WHERE REQ.
600S162-43 @ 16" O.C. w/ 600T125-43 WHERE REQ.
362S162-43 @ 16" O.C.
LAP SPLICE w/ (4) #10-16 SCREWS, TYP.
STL. BEAM -SEE PLAN
ROOF JST. -SEE PLAN
ROOF DECK EDGE -L3x3x1/4 CONT. WELDED TO FLOOR DECK EDGE
CURTAIN WALL -BY OTHERS
DL VERT. RXN. TO JST. = 230PLFWL VERT. RXN. TO JST. = +/-240PLF
(2) #10-16 SCREWS @ 8" O.C.
T/WALL
REF. ARCH.
ROOF DECK -SEE PLAN
STL. BEAM -SEE PLAN
6" SLOTTED TRACK
LG STUD INFILL -REF. ARCH.
COIL DOOR NOT SHOWN FOR CLARITY
T/STL.
SEE PLAN
T/STL.
SEE PLAN
2@12
2@121/4"
STL. BEAM -SEE PLAN
6" SLOTTED TRACK
LG STUD INFILL -REF. ARCH.
T/STL.
SEE PLAN
T/STL.
SEE PLAN
L3x3x1/4 KICKER @ EA. HANDRAIL VERT. 1/4" WELD EA. END ALL AROUND
CONC. FLR. & DECK -REF. PLAN.
1/4"
L4x4x1/4xCONT. DECK EDGE
4 5/8"x4"x3/8x8" LONG BENT PL.
DO NOT ATTACH HANDRAIL VERT. TO DECK EDGE
HAND RAIL VERT. -HSS2x2x1/4" 2@12
1/4" 2@12
FLR. JST. -SEE PLAN
STL. BEAM -SEE PLAN
1/4"x4" TALL WELD PL. @ EA. KICKER, SHOP FAB. TO BEAM
KICKER RXN.'s TO JST.
VERT. RXN. = +/- 0.1KIPHORIZ. RXN. = +/- 0.1KIP
CONC. FLR. & DECK -REF. PLAN.
L4x4x1/4xCONT. DECK EDGE
6" SLOTTED TRACK
2@12
1/4" 2@12
STL. BEAM -SEE PLAN
LG INFILL -REF. ARCH.
T/STL.
SEE PLAN
LG INFILL -REF. ARCH.
CONC. FLR. & DECK -REF. PLAN.
STL. BEAM -SEE PLAN
LG INFILL -REF. ARCH.
JST. SUB. -SEE PLAN
T/STL.
SEE PLAN
SLIP TRACK CONN.
LG INFILL -REF. ARCH.
2@12
1/4" 2@12
L4x4x1/4 T&B EA. SIDE
1/4"
1/4"TYP.
STL. COL. -SEE PLAN
STL. BEAM -SEE PLAN
TYP.
CURTAIN WALL -REF. ARCH.
T/STL.
SEE PLAN
STL. BEAM & ATTACHMENT ANGLES BEYOND-SEE PLAN
CONT. LG TOP TRACK STUD FRAMING NOT SHOWN FOR CLARITY
CONT. LG BOT. TRACK
STL. COL. -SEE PLAN
T/STL.
SEE PLAN SEE OPPOSITE SIDE FOR FRAMING INFO.
T/COL.
REF. ARCH.
TYP.
T/STL.
SEE PLAN
T/STL.
SEE PLAN
CONC. FLR. & METAL DECK -SEE PLAN
STL. PURLIN -SEE PLAN
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
SLOTTED TRACK
LG STUD INFILL -REF. ARCH.
PARTITION WALL NOT SHOWN FOR CLRAITY, REF. ARCH
STL. JST.-SEE PLAN
CONC. FLR. & METAL DECK -SEE PLAN
STL. BEAM -SEE PLANROOF JST. -
SEE PLAN
ROOF DECK EDGE -L3x3x1/4 CONT. WELDED TO FLOOR DECK EDGE
(2) 0.157" DIA. PAF's FROM TRACK TO CONC. @ EA. STUD
FLR. DECK EDGE -L4x4x1/4 CONT. WELDED TO BEAM & w/ 1/2" DIA. HEADED STUD @ 32" O.C.
1/4" 2@12
2@121/4"
2@121/4"
T/STL.
SEE PLAN
FLR. JST. -SEE PLAN
800S162-43 @ 16" O.C. w/ 800SLT250-43 TOP TRACK w/ (2) 0.157" DIA. PAF's INTO BEAM, BRIDGE @ 48" O.C., SEE DTL X/S4-X
800S162-43 @ 16" O.C. w/ 800T125-43 BOT. TRACK w/ (2) 0.157" DIA. PAF's INTO CONC. BRIDGE @ 48" O.C., SEE DTL X/S4-X
SECTION
STL. TRUSS TOP CHORDS
STL. COL. -SEE PLAN
SLOTTED HOLES ANGLED ARE PERP. TO COLUMN
DIS
TA
NC
E b
DISTANCE a
ANGLE "A"
ANGLE "A"
ROOF BEAM OR JOIST
ROOF BEAM OR JOIST
AN
GLE
"B
"
AN
GLE
"B
"
MIN.2"
STL. ANGLE.
COPE VERT. LEG.
MAX.1/2"
ROOF MEMBER.
STL. ANGLE.
SECTION 1
SECTION 2
ANGLE "A"
DISTANCE b
ANGLE "B"
0ft - 2ft
0ft - 4ft
L3x3x1/4"
L3x3x1/4"
4ft - 8ft
L3x3x1/4"
L5x3x1/4"
8ft - 12ft
L3x3x1/4"
L5x3x1/4"
12ft - 16ft
L3x3x1/4"
L5x3x3/8"
2ft - 4ftL3x3x1/4"
L3x3x1/4"
L3x3x1/4"
L5x3x1/4"
L3x3x1/4"
L5x3x3/8"
L3x3x1/4"
L7x4x3/8"
4ft - 6ftL5x3x1/4"
L3x3x1/4"
L5x3x1/4"
L5x3x1/4"
L5x3x1/4"
L7x4x3/8"
L5x3x1/4"
L7x4x3/8"
6ft - 8ftL5x3x3/8"
L5x3x1/4"
L5x3x3/8"
L5x3x3/8"
L5x3x3/8"
L7x4x3/8"
L5x3x3/8"
L7x4x3/8"
NOTES:- LONG LEGS VERTICAL. (TYP.)- FOR OPENINGS LARGER THAN SHOWN, CONTACT STRUCTURAL ENGINEER.
1
2
PLAND
IST
AN
CE
a
DIFFUSER -REF. MECH.
PURLIN BEYOND -SEE PLAN
L4x4x1/4xCONT.
FLOOR & DECK -SEE PLAN
LG FRAMING -SEE DTL
STL. BEAM -SEE PLAN
CURTAIN WALL -REF. ARCH.
BLOCKING -REF. ARCH.
1/4"
SHEET TITLE:
PROJECT:
RISE PROJECT NO:
ISSUE:
REVISION SCHEDULE:
1108 S. Main St. 102Aberdeen, SD 57401Phone: 605-725-4852
1113 St Joseph StreetRapid City, SD 57701Phone: 605-491-2485
300 N. Phillips Ave. 120Sioux Falls, SD 57104Phone: 605-334-9999
co-oparch.com
7/3
1/2
020
3:3
8:0
0 P
M
20025
S4-3
07/20/2020
CITY OF WATERTOWN
WATERTOWN, SOUTH DAKOTA
ATY TERMINAL - WATERTOWNREGIONAL AIRPORT
100% CONSTRUCTIONDOCUMENTS
STRUCTURAL DETAILS
1/2" = 1'-0"1
TRUSS ELEV.
1 1/2" = 1'-0"7
L.G. SIDEWALL FRAMING @ OFFICE
1" = 1'-0"4
EXT. WALL WITHIN JST. SPAN
1" = 1'-0"9
ROOF/FLR. DECK BRG. @ STL. BEAM1" = 1'-0"
6LOW ROOF BRG. @ STL. BEAM-1
1" = 1'-0"8
ROOF DECK BRG. @ STL. BEAM
1" = 1'-0"10
FLOOR BRG. @ STL. BEAM w/ HANDRAIL
1" = 1'-0"5
FLOOR DECK BRG. @ STL. BEAM
1" = 1'-0"11
FLOOR JST. BRG. @ STL. BEAM
1" = 1'-0"14
CANT. WALL STL. SUPPORT
1" = 1'-0"12
FLOOR BRG. @ STL. BEAM1" = 1'-0"
13ROOF/FLR. DECK BRG. @ STL. BEAM 2
1 1/2" = 1'-0"2
TOP CONN. @ STL TRUSS TOP CHORD
3/4" = 1'-0"15
TYPICAL ROOF OPENING W.A.F.
1 1/2" = 1'-0"3
FLOOR REGISTER DETAIL
REV. # REV. DSC. REV. DATE
1 ADDENDUM #01 7/31/2020
5x5x3/8x6" LONG BENT. PL.
SHEAR CONN. BY STL. PROVIDER -SEE 16/S4-2 FOR RXN's
1/4"TYP.
12"x5"x3/8" PL.
3/8" STIFFNER PL.'s
TYP.
L8x8x3/4x6" LONG T&B
1/2" CAP PL.
STL. COL. -SEE PLAN
STL. BEAM -SEE PLAN
STL. COL. -SEE PLAN
HSS6X6X
3/8"
S4-4
4
S4-4
5
S4-4
5
S4-4
3S4-4
3
FLOOR NOT SHOWNFOR CLARITY
ROOF NOT SHOWNFOR CLARITY
STL. BEAM -SEE PLAN
HSS6X6X3/8"
HSS6X6X3/8"
8x8x3/4x6" LONG BENT. PL. EA. SIDE
8x8x3/4x6" LONG BENT. PL. T&B
3/8"
3/8"TYP.
TYP.
TYP.
TYP.
TYP.
3/8"
3/8"TYP.
TYP.
TYP.
3/8"
3/8"TYP.
TYP.
SHEAR CONN. BY STL. PROVIDER -SEE 16/S4-2 FOR RXN's
1/4"
1/4"TYP.
TYP.
STL. COL. -SEE PLAN
STL. BEAM -SEE PLAN
STL. COL. -SEE PLAN
HSS6X6X3/8"
S4-4
4
S4-4
5S4-4
5
S4-4
3
S4-4
3
FLOOR NOT SHOWNFOR CLARITY
ROOF NOT SHOWNFOR CLARITY
STL. BEAM -SEE PLAN
HSS6X6X3/8"
HSS6X6X3/8"
SEE OPPOSITE END FOR FRAMING INFO.
5x5x3/8x6" LONG BENT. PL.
TYP.
TYP.
SHEAR CONN. BY STL. PROVIDER -SEE 16/S4-2 FOR RXN's, TYP.
1/4"TYP.22"x5"x3/8" PL., TYP.
L8x8x3/4x6" LONG T&B
L8x8x3/4x6" LONG T&B, EA. SIDE, TYP.
18"x5"x3/8" PL.
L5x5x3/8x6" LONG EA. SIDE, TYP.
3/8" STIFFNER PL.'s
L5x5x3/8x6" LONG EA. SIDE, TYP.
3/8"
3/8"TYP.
L8x8x3/4x6" LONG T&B, EA. SIDE, TYP.
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
ROOF NOT SHOWNFOR CLARITY
FLOOR NOT SHOWNFOR CLARITY
FLOOR NOT SHOWNFOR CLARITY
ROOF NOT SHOWNFOR CLARITY
STL. COL. -SEE PLAN
STL. COL. -SEE PLAN
STL. COL. -SEE PLAN
STL. COL. -SEE PLAN
COPE BEAM AS REQ., TYP.
CONN. BY STL. PROVIDER -SEE DTL. 15/S4-2 FOR RXN, TYP.
L4x4x3/8x6" LONG EA. END
L2x2x3/8x6" LONG EA. END
3/8"EA. END
1/4"EA. END
TYP.
TYP.
L5x5x3/8x6" LONG EA. SIDE, TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
3/8"
3/8"TYP.
TYP.
TYP.
TYP.
3/8"
3/8"TYP.
TYP.
TYP.
TYP.
8"
1"
1" M
IN.
1/4"
1/4"
CONC. PIER -SEE PLAN
1/2" STL. GUSSETPLATE
STL. BRACE -SEE ELEV.
1-1/2" NON-SHRINKGROUT
WORKING POINT
BASEPLATE & ANCHORRODS - SEE SCHED.
ELEVATION
SEE
DETAIL TO ENSURE CONSTRUCTABILITY
3/8" STL. SHEAR PL. w/3/4" DIA. BOLTS - SLIP CRITICAL w/ "CLASS A" FAYING SURFACE
WORKING POINT
STL. COL. -SEE ELEV.
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
JOIST/DECK NOT SHOWN FOR CLARITY
1/2" STL. GUSSETPLATE
STL. BRACE -SEE ELEV.
1"
8"
1"
1/4"
1/4"TYP.
PLATE TOBEAM
TYP.1"
CLE
AR,
8"
1/2" STL. PLATE, TYP.
STL. TUBE BRACE -SEE ELEV.
1/4"
1/4"TYP.
SHEET TITLE:
PROJECT:
RISE PROJECT NO:
ISSUE:
REVISION SCHEDULE:
1108 S. Main St. 102Aberdeen, SD 57401Phone: 605-725-4852
1113 St Joseph StreetRapid City, SD 57701Phone: 605-491-2485
300 N. Phillips Ave. 120Sioux Falls, SD 57104Phone: 605-334-9999
co-oparch.com
7/3
1/2
020
3:3
8:0
3 P
M
20025
S4-4
07/20/2020
CITY OF WATERTOWN
WATERTOWN, SOUTH DAKOTA
ATY TERMINAL - WATERTOWNREGIONAL AIRPORT
100% CONSTRUCTIONDOCUMENTS
STRUCTURAL DETAILS
1/2" = 1'-0"2
MOMENT FRAME "A"
1/2" = 1'-0"1
BRACED FRAME "C"
1/2" = 1'-0"6
MOMENT FRAME "D"
1" = 1'-0"3
BRACE @ BASEPLATE
1" = 1'-0"5
BRACE @ STL. BEAM1" = 1'-0"
4BRACE SPLICE
REV. # REV. DSC. REV. DATE
1 ADDENDUM #01 7/31/2020
STL. COL. -SEE PLAN
STL. BEAM -SEE PLAN
STL. COL. -SEE PLAN
HSS8X6X3/8"
S4-4
4
S4-4
5
S4-4
5
S4-4
3S4-4
3
FLOOR NOT SHOWNFOR CLARITY
ROOF NOT SHOWNFOR CLARITY
SHEAR CONN. BY STL. PROVIDER -SEE 16/S4-2 FOR RXN's, TYP.
STL. BEAM -SEE PLAN
S4-4
3
STL. COL. -SEE PLAN
STL. COL. -SEE PLAN
S4-4
5
S4-4
4
S4-4
4
S4-4
3
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
FLOOR NOT SHOWNFOR CLARITY
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
FLOOR NOT SHOWNFOR CLARITY
SHEAR CONN. BY STL. PROVIDER -SEE 16/S4-2 FOR RXN's, TYP.
HSS8X6X3/8"
HSS8X6X3/8"
HSS8X6X3/8"HSS8X6X3/8"
HSS8X6X3/8"
HSS8X6X3/8"HSS8X6X3/8"
HSS8X6X3/8"
S4-4
5
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
STL. COL. -SEE PLAN
S4-4
4
S4-4
5
S4-4
5
S4-4
3S4-4
3
FLOOR NOT SHOWNFOR CLARITY
ROOF NOT SHOWNFOR CLARITY
STL. BEAM -SEE PLAN
FOUNDATIONS -SEE PLAN, TYP.
HSS6X6X
3/8"
HSS6X6X3/8"
HSS6X6X3/8"
S4-4
5S4-4
5
S4-4
4
STL. COL. -SEE PLAN
HSS6X6X
3/8"
S4-4
4
S4-4
5
S4-4
5
S4-4
3
S4-4
3
FLOOR NOT SHOWNFOR CLARITY
ROOF NOT SHOWNFOR CLARITY
STL. BEAM -SEE PLAN
SHEAR CONN. BY STL. PROVIDER -SEE 16/S4-2 FOR RXN's,TYP.
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
FLOOR NOT SHOWNFOR CLARITY
STL. COL. -SEE PLAN
ROOF NOT SHOWNFOR CLARITY
8x8x3/4x4" LONG BENT. PL. T&B
TYP.
TYP.
TYP.
HSS6X6X
3/8"
HSS6X6X3/8"
SHEET TITLE:
PROJECT:
RISE PROJECT NO:
ISSUE:
REVISION SCHEDULE:
1108 S. Main St. 102Aberdeen, SD 57401Phone: 605-725-4852
1113 St Joseph StreetRapid City, SD 57701Phone: 605-491-2485
300 N. Phillips Ave. 120Sioux Falls, SD 57104Phone: 605-334-9999
co-oparch.com
7/3
1/2
020
3:3
8:0
4 P
M
20025
S4-5
07/20/2020
CITY OF WATERTOWN
WATERTOWN, SOUTH DAKOTA
ATY TERMINAL - WATERTOWNREGIONAL AIRPORT
100% CONSTRUCTIONDOCUMENTS
STRUCTURAL DETAILS
1/2" = 1'-0"1
BRACED & MOMENT FRAME "B"
1/2" = 1'-0"2
BRACED FRAME "E"1/2" = 1'-0"
3BRACED & MOMENT FRAME "F"
REV. # REV. DSC. REV. DATE
1 ADDENDUM #01 7/31/2020
STL. COL. -SEE PLAN
STL. BEAM -SEE PLAN
STL. COL. -SEE PLAN
HSS8X6X3/8"
S4-4
4
S4-4
5 S4-4
5
S4-4
3
S4-4
3
FLOOR NOT SHOWNFOR CLARITY
ROOF NOT SHOWNFOR CLARITY
FOUNDATIONS -SEE PLAN, TYP.
SHEAR CONN. BY STL. PROVIDER -SEE 16/S4-2 FOR RXN's, TYP.
STL. BEAM -SEE PLAN
HSS8X6X3/8"
HSS8X6X3/8"
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
STL. COL. -SEE PLAN
S4-4
4
S4-4
5S4-4
5
S4-4
3S4-4
3
FLOOR NOT SHOWNFOR CLARITY
ROOF NOT SHOWNFOR CLARITY
STL. BEAM -SEE PLAN
FOUNDATIONS -SEE PLAN, TYP.
1/2" TOP PL.
HSS6X6X3/8"
HSS6X6X3/8"HSS6X6X
3/8"
1/2" TOP PL.
HSS6X6X3/8"
HSS6X6X3/8"
HSS6X6X3/8"
S4-4
4
STL. BEAM -SEE PLAN
STL. COL. -SEE PLAN
S4-4
4
S4-4
5S4-4
5
S4-4
3S4-4
3
FLOOR NOT SHOWNFOR CLARITY
ROOF NOT SHOWNFOR CLARITY
FOUNDATIONS -SEE PLAN, TYP.
STL. BEAM -SEE PLAN
STL. COL. -SEE PLAN
S4-4
5
S4-4
5
HSS6X6X
3/8" HSS6X6X3/8"
HSS6X6X3/8"
HSS6X6X3/8"HSS6X6X3/8"
HSS6X6X3/8"
S4-4
4
STL. COL. -SEE PLAN
STL. BEAM -SEE PLAN
HSS8X6X3/8"
S4-4
4
S4-4
5
S4-4
5
S4-4
3
S4-4
3
FLOOR NOT SHOWNFOR CLARITY
ROOF NOT SHOWNFOR CLARITY
FOUNDATIONS -SEE PLAN, TYP.
SHEAR CONN. BY STL. PROVIDER -SEE 16/S4-2 FOR RXN's, TYP.
HSS8X6X3/8"
HSS8X6X3/8"
STL. BEAM -SEE PLAN
STL. COL. -SEE PLAN
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
HSS8X6X3/8"
S4-4
4
S4-4
5 S4-4
5
S4-4
3
S4-4
3
FLOOR NOT SHOWNFOR CLARITY
ROOF NOT SHOWNFOR CLARITY
STL. BEAM -SEE PLAN
FOUNDATIONS -SEE PLAN, TYP.
SHEAR CONN. BY STL. PROVIDER -SEE 16/S4-2 FOR RXN's, TYP.
HSS8X6X3/8"
HSS8X6X3/8"
STL. BEAM -SEE PLAN
SHEET TITLE:
PROJECT:
RISE PROJECT NO:
ISSUE:
REVISION SCHEDULE:
1108 S. Main St. 102Aberdeen, SD 57401Phone: 605-725-4852
1113 St Joseph StreetRapid City, SD 57701Phone: 605-491-2485
300 N. Phillips Ave. 120Sioux Falls, SD 57104Phone: 605-334-9999
co-oparch.com
7/3
1/2
020
3:3
8:0
5 P
M
20025
S4-6
07/20/2020
CITY OF WATERTOWN
WATERTOWN, SOUTH DAKOTA
ATY TERMINAL - WATERTOWNREGIONAL AIRPORT
100% CONSTRUCTIONDOCUMENTS
STRUCTURAL DETAILS
1/2" = 1'-0"1
BRACED & MOMENT FRAME "G"
1/2" = 1'-0"2
BRACED FRAME "H"1/2" = 1'-0"
3BRACED FRAME "J"
1/2" = 1'-0"4
BRACED & MOMENT FRAME "L"1/2" = 1'-0"
5BRACED & MOMENT FRAME "K"
REV. # REV. DSC. REV. DATE
STL. COL. -SEE PLAN
STL. COL. -SEE PLAN
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
STL. COL. -SEE PLAN
HSS6X6X
3/8"
HSS6X6X
3/8"
HSS6X6X3/8"
S4-4
4
S4-4
5S4-4
5
S4-4
3
S4-4
3
FLOOR NOT SHOWNFOR CLARITY
ROOF NOT SHOWNFOR CLARITY
STL. PURLIN -SEE PLAN
FOUNDATIONS -SEE PLAN, TYP.
5x5x3/8x6" LONG BENT. PL.
SHEAR CONN. BY STL. PROVIDER -SEE 16/S4-2 FOR RXN's
12"x5"x3/8" PL.
8x8x3/4x6" LONG BENT. PL. EA. SIDE
3/8" STIFFNER PL.'s
8x8x3/4x6" LONG BENT. PL. T&B
1/4"TYP.
3/8"
3/8"TYP.
TYP.
TYP.
TYP.
TYP.
3/8"
3/8"TYP.
TYP.
TYP.
TYP.
CONNECTION -SEE DTL. 16/S4-2, TYP.
L4x4x3/8" CONT. T&B -WELD TO OUTLOOKERS.
OUTLOOKERS -REF. PLAN.
PURLIN -REF. PLAN.
1/4"
ROOF DECK -SEE PLAN
ATTACHMENT TO STRUCTURE BY WDW. MFR. (TYP.)
1/4"
1/4"
1/4"
1/4"
HSS6x6x1/4x CONT.
HSS6x2x1/4x CONT.
HSS 6x6x1/4" @ EA. COL LOC. ON GRID B&B.1
HSS 8x6x1/2" CONT. w/ L8x4x7/16" LEDGER ANGLE FOR WINDOW SUPPORT.
HSS 8x6x3/8" BTW. VERT. TUBES.
2@12
2@12
1/4"
3/4" T&G FLOOR SHEATHING
SIMPSON LSFC6.25 w/ (3) 0.157" DIA. PAF's TO BEAM & (4) #10-16 SCREWS TO JST.
12x6x1/2 BOT. PL.
800S162-43 @ 16" O.C. (2) 800S162-43 w/ 800T125-43 EA. SIDE
LG JST. -SEE DTL. 3/S4-9
STL. BEAM -SEE DTL. 7/S4-2
T/STL.
SEE PLAN
T/JST.
114'-6"
ATTACH BOTH EDGES OF DECKING TO BEAM FLANGE -SEE PLAN FOR FASTENERS
OUTLOOKERS -REF. PLAN.
1/4"
1/4"
1/4"
1/4"
CONNECTION -SEE DTL. 16/S4-2, TYP.
1/4"
1/4" 1/4"
1/4"
STL. PURLIN -SEE PLAN
STL. COL. -SEE DTL. 7/S4-2
STL. BEAMS -SEE DTL. 7/S4-2
STL. BEAMS -SEE DTL. 7/S4-2
STL. BRACE -HSS6x6x1/2
STL. BRACE -HSS6x6x1/2
STL. COL. -SEE DTL. 7/S4-2
STL. COL. -SEE DTL. 7/S4-2
ROOF DECK -SEE PLAN
STL. BRACE -HSS6x6x1/2
STL. BRACE -HSS6x6x1/2
CONT. BEAM -SEE DTL. 7/S4-2
1/4"
1/4"TYP.
TYP.
1/4"
1/4"TYP.
TYP.
WORKING POINT, TYP
WORKING POINT, TYP
STL. BEAM -SEE DTL. 7/S4-2
CONN. -SEE DTL. 16/S4-2, TYP.
TYP.
1/4"
1/4"TYP.
SHEET TITLE:
PROJECT:
RISE PROJECT NO:
ISSUE:
REVISION SCHEDULE:
1108 S. Main St. 102Aberdeen, SD 57401Phone: 605-725-4852
1113 St Joseph StreetRapid City, SD 57701Phone: 605-491-2485
300 N. Phillips Ave. 120Sioux Falls, SD 57104Phone: 605-334-9999
co-oparch.com
7/3
1/2
020
3:3
8:0
5 P
M
20025
S4-7
07/20/2020
CITY OF WATERTOWN
WATERTOWN, SOUTH DAKOTA
ATY TERMINAL - WATERTOWNREGIONAL AIRPORT
100% CONSTRUCTIONDOCUMENTS
STRUCTURAL DETAILS
1/2" = 1'-0"1
BRACED & MOMENT FRAME "M"
REV. # REV. DSC. REV. DATE
1 ADDENDUM #01 7/31/2020
1" = 1'-0"2
OUTLOOKER FRAMING DETAIL 1
1/2" = 1'-0"3
BRACE ELEVATION @ CHANNEL GLASS
SIMPSON FCB43.5 w/ (3) 0.157" DIA. PAF's TO BEAM & (4) #10-16 SCREWS TO LG, TYP. U.N.O.
600S162-43 @ 16" O.C.
362S162-43 @ 16" O.C.
3/4" T&G SHEATHING
600S162-43 @ 16" O.C.
SIMPSON FCB45.5 w/ (3) 0.157" DIA. PAF's TO BEAM & (4) #10-16 SCREWS TO LG, TYP. U.N.O.
STL. BEAM -SEE PLAN.
600T125-43xCONT. w/ (2) #10-16 SCREWS TO JST.
LAP SPLICE w/ (4) #10-16 SCREWS, TYP.600S162-43 @ 16" O.C. w/ 600T125-43
BOT. & 600SLT250-43 TOP. EA. w/ (2) 0.157" DIA. PAF's TO BEAMS
600T125-43xCONT. w/ (3) 0.157" DIA. PAF's TO BEAM
SIMPSON FCB43.5 w/ (3) #10-16 SCREWS TO EA. JST. & TRACK
3/4" T&G SHEATHING BLOCKING @ MID-SPAN
STL. BEAM -SEE PLAN.
LG HEADER -SEE PLAN
CURTAIN WALL -REF. ARCH.CURTAIN WALL -
REF. ARCH.
600S162-43 @ 16" O.C. w/ 600T125-43 T&B
STL. PURLIN -SEE PLAN.
L4x4x3/8" CONT. - WELD TO TOP OF BEAM ALL AROUND
SIMPSON FCB45.5 w/ (4) #10-16 SCREWS TO EA. STUD & (3) 0.157" DIA. PAF's TO DECK EDGE
CURTAIN WALL -REF. ARCH.
L3x3x18GA. w/ (1) #10-16 SCREW EA. LEG
ROOF DECK -SEE PLAN
LAP SPLICE w/ (4) #10-16 SCREWS, TYP.
362S162-43 @ 16" O.C.
600S162-43 @ 16" O.C.
3/8" END PL.
L4x4x3/8" CONT.
SIMPSON FSB3.518 (TRIM AS REQ.) w/ (4) #10-16 SCREWS TO EA. STUD & (4) 0.157" DIA. PAF's TO ANGLE
362S162-43 @ 16" O.C.
8"
SIMPSON FCB45.5 w/ (4) #10-16 SCREWS TO EA. STUD & (3) 0.157" DIA. PAF's TO DECK EDGE
600S162-43 @ 16" O.C. w/ 600T125-43 BOT.
STL. BEAM -SEE PLAN.
(4) 3/4" DIA. BOLTS
3/8" STIFFNER PL. EA. SIDE
600T125-43 CONT.
STL. BEAM -SEE PLAN.
T/STL.
SEE PLAN
T/STL.
SEE PLAN
T/JST.
114-10"
2@12
2@121/4"
SIMPSON FCB45.5 w/ (3) 0.157" DIA. PAF's TO BEAM & (4) #10-16 SCREWS TO LG, TYP. U.N.O.
600S162-43 @ 16" O.C.
362S162-43 @ 16" O.C.
3/4" T&G SHEATHING
600S162-43 @ 16" O.C.SIMPSON FCB45.5 w/ (3) 0.157" DIA. PAF's TO BEAM & (4) #10-16 SCREWS TO LG, TYP. U.N.O.
STL. BEAM -SEE PLAN.
600T125-43xCONT. w/ (2) #10-16 SCREWS TO JST.
LAP SPLICE w/ (4) #10-16 SCREWS, TYP.
CURTAIN WALL -REF. ARCH.
STL. BEAM -SEE PLAN.
BLOCKING @ MID-SPAN BLOCKING @ MID-SPANSIMPSON FCB43.5 w/ (3) #10-16 SCREWS TO EA. JST. & TRACK
600S162-43 @ 16" O.C. w/ 600T125-43 EA. END
BLOCKING @ MID-SPAN
CURTAIN WALL -REF. ARCH.
CURTAIN WALL -REF. ARCH.
LG HEADER -SEE PLAN
LG JST. -SEE PLAN
LG JST. -SEE PLAN
SIMPSON FCB43.5 w/ (3) #10-16 SCREWS TO EA. JST. & TRACK
600S162-43 @ 16" O.C. w/ 600T125-43 EA. END
(2) 0.157" DIA. PAF's TO BEAM
600S162-43 @ 16" O.C. w/ 600T125-43 BOT. & 600SLT250-43 TOP. EA. w/ (2) 0.157" DIA. PAF's TO BEAMS
600T125-43xCONT. w/ (3) 0.157" DIA. PAF's TO BEAM
NOTE:
AT SIM. LOCATION, LG JST. FRAMING IS NOT REQ.
3/4" T&G SHEATHING
600S162-43 @ 16" O.C.
800T125-43 CONT. 600T125-43 WEB STIFFNER w/ (4) #10-16 SCREW
600T125-43 WEB STIFFNER w/ (4) #10-16 SCREW
SIMPSON FCB45.5 w/ (3) 0.157" DIA. PAF's TO BEAM & (4) #10-16 SCREWS TO LG, TYP. U.N.O.
600S162-43 @ 16" O.C.
362S162-43 @ 16" O.C.
3/4" T&G SHEATHING
600S162-43 @ 16" O.C.
STL. BEAM -SEE PLAN.
600T125-43xCONT. w/ (2) #10-16 SCREWS TO JST.
LAP SPLICE w/ (4) #10-16 SCREWS, TYP.
CURTAIN WALL -REF. ARCH.
600S162-43 @ 16" O.C. w/ 600SLT250-43 TOP. TRACK w/ (2) 0.157" DIA. PAF's TO BEAMS
600T125-43xCONT. w/ (3) #10-16 SCREWS TO EA. STUD
SIMPSON FCB43.5 w/ (3) #10-16 SCREWS TO EA. JST. & TRACK
STUD WALL -SEE PLAN
LG JST. -SEE PLAN
BLOCKING @ MID-SPAN
NOTE:
AT SIM. LOCATION, LG JST. FRAMING IS NOT REQ.
3/4" T&G SHEATHING
600T125-43 WEB STIFFNER w/ (4) #10-16 SCREW
LG JST. -800S162-43 @ 16" O.C.
HSS 8x6x1/2" CONT. w/ L8x4x7/16" LEDGER ANGLE FOR WINDOW SUPPORT.
HSS 8x6x3/8" BTW. VERT. TUBES.
CURTAIN WALL -REF. ARCH.
STL. COL. BEYOND
3/8" STL. END PLATE.
L4x4x1/4" CONT. T&B
ATTACHMENT TO STRUCTURE BY WDW. MFR. (TYP.)
ROOF DECK -SEE PLAN.
STL. PURLIN -SEE PLAN.
STL. BEAM -SEE PLAN.
HSS6x6x1/4 @ 5'-0" O.C.
HSS6x2x1/4x CONT.
LAP SPLICE w/ (4) #10-16 SCREWS
L3x3x18GA. w/ (1) #10-16 SCREW EA. LEG
2@12
2@12
3/4" T&G FLOOR SHEATHING
800S162-43 @ 16" O.C. & 600T125-43 BOT. TRACK w/ (2) 0.157" DIA. PAF's INTO BM @ EA. STUD
HSS6x6x1/4x CONT.
SIMPSON FSB47.5 w/ (3) 0.157" DIA. PAF's TO BEAM & (4) #10-16 SCREWS TO JST.
T/JST.
114'-6"
STL. BEAM -SEE PLAN
(4) 3/4" DIA. BOLTS
3/8" STIFFNER PL. EA. SIDE
800S162-43 @ 16" O.C. w/ 600SLT250-43 TOP TRACK & 600T125-43 BOT. TRACK. EA. w/ (2) 0.157" DIA. PAF's INTO BEAM OR CONC. @ EA. STUD. BRIDGE STUDS @ 48" O.C., SEE DTL. 5/S4-10
LG JST. -600S162-43 @ 16" O.C. w/ 600T125-43 EA. END & (2) 0.157" DIA. PAF's TO BEAMS
BLOCKING @ MID-SPAN
1/2" CAP. PL.
HSS6x6x1/4
600S162-43 STUDS BEYOND w/ SIMPSON FCB43.5 CLIPS TO EA. ANGLE. (3) PAF's TO ANGLES & (4) #10-16 SCREWS TO STUDS.
T/STL.
112'-6"
T/STL.
112'-8"
1/4"
1/4"
1/4"
1/4"
1/4"
1/4"
T&B ANGLES
T&B ANGLES
600S162-43 @ 16" O.C. w/ 600T125-43 BOT. & 600SLT250 TOP. BOTH w/ (2) 0.157" DIA. PAF's TO STL. HSS SHEET TITLE:
PROJECT:
RISE PROJECT NO:
ISSUE:
REVISION SCHEDULE:
1108 S. Main St. 102Aberdeen, SD 57401Phone: 605-725-4852
1113 St Joseph StreetRapid City, SD 57701Phone: 605-491-2485
300 N. Phillips Ave. 120Sioux Falls, SD 57104Phone: 605-334-9999
co-oparch.com
7/3
1/2
020
3:3
8:0
8 P
M
20025
S4-8
07/20/2020
CITY OF WATERTOWN
WATERTOWN, SOUTH DAKOTA
ATY TERMINAL - WATERTOWNREGIONAL AIRPORT
100% CONSTRUCTIONDOCUMENTS
STRUCTURAL DETAILS
1" = 1'-0"4
NORTH ENTRANCE FRAMING
1" = 1'-0"1
EAST END ENTRANCE FRAMING
1" = 1'-0"2
EAST END ENTRANCE FRAMING 2
3/4" = 1'-0"3
FRAMING SECTION @ CANT. PURLINS 2
REV. # REV. DSC. REV. DATE
1 ADDENDUM #01 7/31/2020
L4x4x3/8" CONT. - WELD TO TOP OF OUTLOOKERS.
SIMPSON FCB45.5 w/ (4) #10-16 SCREWS TO EA. STUD & (3) 0.157" DIA. PAF's TO DECK EDGE
L3x3x18GA. w/ (1) #10-16 SCREW EA. LEG
LAP SPLICE w/ (4) #10-16 SCREWS, TYP.
600S162-43 @ 16" O.C.
SIMPSON FCB45.5 w/ (4) #10-16 SCREWS TO EA. STUD & (3) 0.157" DIA. PAF's TO DECK EDGE
362S162-43 @ 16" O.C.
HSS6X2X1/4
1/2" CAP PL. SHOP WELDED TO OUTLOOKER
OUTLOOKERS -REF. PLAN.
PURLIN -REF. PLAN.
1/4"
1/4"
STL. COL. -SEE PLAN
STL. BEAM -REF. PLAN.
600S162-43 @ 16" O.C.
L3x3x1/4" KICKER @ 6'-O" O.C. ROOF DECK -SEE PLAN
CONN. BY STL. SUPPLIER -SEE DTL. 16/S4-2 FOR SHEAR RXN.(4) 3/4" DIA. BOLTS
14"x8"x1/2" CAP PL.
1/4"
1/4"
600T125-43xCONT. w/ (3) 0.157" DIA. PAF's TO BEAM
L3x3x18GA. w/ (1) #10-16 SCREW EA. LEG
LAP SPLICE w/ (4) #10-16 SCREWS, TYP.
STL. BEAM -SEE PLAN
CONN. ANGLES -SEE DTL. 2/S4-4
L4x4x3/8x8" LONG T&B
60.00°
1/4"x3" TALL WELD PL. @ EA. KICKER, SHOP FAB. TO BEAM
ATTACH BOTH EDGES OF DECKING TO BEAM FLANGE -SEE PLAN FOR FASTENERS
1/4"
1/4"
A
A
SECTION AA
3/8" BEAM END PL.
MIN. 3/4" THICK PL. TO COL.
1'-6"
1'-4
"
9 3/
8"
CONNECTION -SEE DTL. 16/S4-2, TYP.
L4x4x3/8" CONT. T&B
OUTLOOKERS -REF. PLAN.
PURLIN -REF. PLAN.
1/4"
STL. BEAM -REF. PLAN.
L3x3x1/4" KICKER @ 6'-O" O.C. ROOF DECK -SEE PLAN
1/4"
ATTACHMENT TO STRUCTURE BY WDW. MFR. (TYP.) HSS6x6x1/4 @ EA.
OUTLOOKER
HSS6x6x1/4x CONT.
HSS6x2x1/4x CONT.
LG INFILL BEYOND
HSS 6x6x1/4" @ 5'-0" O.C.HSS 8x6x1/2" CONT. w/ L8x4x7/16" LEDGER ANGLE FOR WINDOW SUPPORT.
HSS 8x6x3/8" BTW. VERT. TUBES.
1/4"2@12
1/4"2@12
3/4" T&G FLOOR SHEATHING
SIMPSON LSFC6.25 w/ (3) 0.157" DIA. PAF's TO BEAM & (4) #10-16 SCREWS TO JST.
800S162-43 @ 16" O.C. (2) 800S162-43 w/ 800T125-43 EA. SIDE
LG JST. -SEE DTL. 3/S4-9
STL. BEAM -SEE DTL. 7/S4-2
1/4"
1/4"
T/STL.
SEE PLAN
T/JST.
114'-6"
1/4"x3" TALL WELD PL. @ EA. KICKER, SHOP FAB. TO BEAM
60.00°
ATTACH BOTH EDGES OF DECKING TO BEAM FLANGE -SEE PLAN FOR FASTENERS
1/2" CAP PL.
1/4"
1/4"
1/4"
1/4"
CONNECTION -SEE DTL. 16/S4-2, TYP.
600S162-43 @ 16" O.C. w/ 600T125-43 BOT. & 600SLT250 TOP. BOTH w/ (2) 0.157" DIA. PAF's TO STL. HSS
1-1/2"x1-1/2"x16GA. CLIP ANGLEFASTENED TO STUD w/ (2) #10-16 SCREWS - ANGLE LENGTH SHALL NOTBE LESS THAN STUD DEPTH, MINUS 1/2"
TYPICAL STUD -SEE SECTION
1-1/2"x16GA. U-CHANNEL -SEE SECTION FOR VERT.SPACING
(2) #10-16 SCREWS FASTENED TO U-CHANNEL
CONTRACTOR'S OPTION TO USE SIMPSON LSFC2.25 CLIP IN LIEU
OF CLIP ANGLES
TRACK - SEE SECTION
(1) #10-16 SCREWEA. FLANGE
INSTALL STUDS SO THATBRIDGING KNOCKOUTSARE ALIGNED
FULL-HEIGHT JAMB STUDS -SEE HEADER SCHD. & 8/S4-10 FORMULTIPLE STUD CONNECTION
TRACK TO MATCH SIZE/GAGE OF HEADER TRACKS - ATTACH TO TRACKON JAMB STUD W/ (6) #10-16 SCREWS
1-1/4" FLANGE TRACK SECTION TO MATCH SIZE/GAGE OF JAMB STUD(NOT REQ'D IF FULL-HEIGHT TRACK IS REQ'D IN HEADER SCHD.) -ATTACH TO JAMB STUD W/ (4) #10-16SCREWS EA. LEG
SIMPSON SFC4.25 CLIP - ATTACHTO JAMB TRACK & HEADER W/(6) #10-16 SCREWS EA. LEG
ATTACH TOP & BOT. TRACK TO HEADERMEMBERS W/ (1) #10-16 SCREW EA. FLANGE@12" O.C.
HEADER MEMBERS - SEE HEADERSCHD.
WALL TRACK - ATTACH TO HEADERW/ (2) #10-16 SCREWS @16" O.C.
CRIPPLE STUDS -SEE SECTION
WEB STIFFENEREA. FACE & EA. ENDOF BOX HEADER (SEE HEADER SCHD.) -MATCH SIZE/GAGE OFHEADER STUDS
S4-9
6
STL. STUD/TRACK - SEE SECTION OR HEADER SCHD.
(2) #10-16 SCREWS@12" O.C. FULL-HEIGHT
#10-16 SCREWS @12" O.C.FULL-HEIGHT @ EA. FLANGE
FULL-HEIGHT JAMB STUDS -SEE HEADER SCHD. & ?/? FORMULTIPLE STUD CONNECTION
1-1/4" FLANGE TRACK SECTION TO MATCH SIZE/GAGE OF JAMB STUD(NOT REQ'D IF FULL-HEIGHT TRACK IS REQ'D IN HEADER SCHD.) -ATTACH TO JAMB STUD W/ (3) #10-16SCREWS EA. LEG
SIMPSON SFC4.25 CLIP - ATTACHTO JAMB TRACK & SILL W/(6) #10-16 SCREWS EA. LEG
HSS6x2x1/4x CONT.
600S162-43 @ 16" O.C. w/ 600T125-43 T&B
(2) 0.157" DIA. PAF's
(2) #10-16 SCREWS
ROOF DECK -SEE PLAN
STL. JST. -SEE PLAN
STL. BEAM -SEE PLAN
PURLIN -SEE PLAN
CONN. BY STL. PROVIDER -SEE 16/S4-2 FOR RXN.
KICKER -L3x3x1/4 @ 5'-0” O.C., 1/4”WELD ALL AROUND EA. END
NOTE:
AT SIM. LOCATION THERE IS NO PARAPET
1/4"x3" TALL WELD PL. @ EA. KICKER, SHOP FAB. TO BEAM
60.00°
KICKER RXN.'s TO JST.
VERT. RXN. = +/- 0.47KIPHORIZ. RXN. = +/- 0.82KIP
1/4"
1/4"
ROOF DECK -SEE PLAN
STL. JST. -SEE PLAN STL. BEAM -
SEE PLAN
L3x3x1/4xCONT. w/ 2" WELD @ 12" O.C. TO BEAM
L.G. WALL -SEE PLAN.
L3x3x1/4" KICKER @ 5'-O" O.C.
(2) 0.157" DIA. PAF's TO BEAM @ EA. STUD
L3x3x18GA. w/ (1) #10-16 SCREW EA. LEG
362S162-43 @ 16" O.C.
600S162-43 @ 16" O.C. w/ 600T125-43 CONT. w/ (2) #10-16 SCREWS TO DECK @ (8) O.C.
LAP SPLICE w/ (4) #10-16 SCREWS, TYP.
T/WALL
REF. ARCH.
1/4"x3" TALL WELD PL. @ EA. KICKER, SHOP FAB. TO BEAM
KICKER RXN.'s TO JST.
VERT. RXN. = +/- 0.4KIPHORIZ. RXN. = +/- 0.7KIP
1/4"
1/4"
ROOF DECK -REF. PLAN.
STL. JST. -SEE PLAN
STL. BEAM -SEE PLAN
T.O.S. EL.
SEE PLAN
HSS6X6X1/4 @ 5'-0" O.C. w/ 1/4" WELD ALL AROUND TO TOP OF BEAM
LG STUD INFILL BEYOND
600S162-43 BTW. COL.'s w/ (2) 0.157" DIA. PAF's @ EA. STUD TO BM.
L3x3x1/4 BTWN HSS COL's w/ 1/4" WELD 2" LONG @ 12" O.C. TO BEAM
HSS6X2X1/4XCONT.
HSS6X6X1/4@ 5'-0" O.C.
HSS6X6X1/4XCONT.
600S162-43 @ 16" O.C. w/ 600T125-43 BOT.
SIMPSON FCB45.5 w/ (4) #10-16 SCREWS TO EA. STUD & (3) 0.157" DIA. PAF's TO BEAM
L3x3x1/4" KICKER @ 5'-O" O.C. WELD EA. END ALL AROUND
1/4"x4" TALL WELD PL. @ EA. KICKER, SHOP FAB. TO BEAM
KICKER RXN.'s TO JST.
VERT. RXN. = +/- 0.06KIPHORIZ. RXN. = +/- 0.06KIP
1/4"
1/4"
1/4"
1/4"
2@12
2@121/4"
1/4"
1/4"
JST. BRG. EL.
REF. PLAN
L6x4x5/16 (LLV) CONT. w/ 5/8" DIA.x4" EMBED INTO CMU @ 24" O.C.
CMU WALL -SEE PLAN
BOND BEAM w/ (2) #5 CONT.
1/2" EXP. MAT'L.
DECKING & FLOOR -SEE PLAN
2@12
2@121/4"
STL. BEAM -SEE PLAN
LG INFILL -REF. ARCH.
SLIP TRACK
LG INFILL -REF. ARCH.
CONC. FLR. & DECK -REF. PLAN.
L6x4x5/16xCONT.
1/4"
JST. SUB. -SEE PLAN
FLOOR & DECK -SEE PLAN
L4x4x1/4xCONT.
STL. BEAM -SEE PLAN
L3x3x1/4x8" LONG
STAIR STRINGER CONN. -BY STL. SUPPLIER
T.O.S. EL.
SEE PLAN
CONN. BY STL SUPPLIER, SEE DTL. 15/S4-2 FOR SHEAR RXN.
GRID
BEAM -SEE PLAN
COPE AS NEEDED
JST/DECKING NOT SHOWN FOR CLARITY
CONN. BY STL SUPPLIER, SEE DTL. 15/S4-2 FOR SHEAR RXN.
GRID
BEAM -SEE PLAN
JST/DECKING NOT SHOWN FOR CLARITY
T.O.S. EL.
SEE PLAN
BEAM -SEE PLAN
SHEET TITLE:
PROJECT:
RISE PROJECT NO:
ISSUE:
REVISION SCHEDULE:
1108 S. Main St. 102Aberdeen, SD 57401Phone: 605-725-4852
1113 St Joseph StreetRapid City, SD 57701Phone: 605-491-2485
300 N. Phillips Ave. 120Sioux Falls, SD 57104Phone: 605-334-9999
co-oparch.com
7/3
1/2
020
3:3
8:0
9 P
M
20025
S4-9
07/20/2020
CITY OF WATERTOWN
WATERTOWN, SOUTH DAKOTA
ATY TERMINAL - WATERTOWNREGIONAL AIRPORT
100% CONSTRUCTIONDOCUMENTS
STRUCTURAL DETAILS
1" = 1'-0"1
OUTLOOKER FRAMING DETAIL 21" = 1'-0"
2OUTLOOKER FRAMING DETAIL 3
3/4" = 1'-0"5
BRIDGING DETAIL
3/4" = 1'-0"6
STUD TO TRACK DETAIL
3/4" = 1'-0"7
BOX HEADER ASSEMBLY
6" = 1'-0"8
MULTIPLE STUD CONNECTION
3/4" = 1'-0"9
SILL TO JAMB CONN.
1" = 1'-0"4
RF. JST./PURLIN BRG. DTL.
1" = 1'-0"3
ROOF DECK BRG. @ EXT. STUD WALL (HIGH ROOF)
1" = 1'-0"10
ROOF DECK BRG @ CURTAIN WALL
1" = 1'-0"11
FLOOR BRG. @ CMU WALL
1" = 1'-0"12
FLOOR BRG. @ STAIR OPENING
1" = 1'-0"13
FLOOR JST. SUB. BRG. @ HSS BEAM
1" = 1'-0"14
TYP. BM. TO BM. CONN. DETAIL
REV. # REV. DSC. REV. DATE
1 ADDENDUM #01 7/31/2020
HSS 8x6x1/2" CONT. w/ L8x4x7/16" LEDGER ANGLE FOR WINDOW SUPPORT.
HSS 8x6x5/8" BTW. VERT. TUBES.
CURTAIN WALL -REF. ARCH.
STL. COL. BEYOND
3/8" STL. END PLATE.
L3x3x1/4" CONT. T&B
ATTACHMENT TO STRUCTURE BY WDW. MFR. (TYP.)
ROOF DECK -SEE PLAN.
STL. PURLIN -SEE PLAN.
STL. BEAM -SEE PLAN.
HSS6x6x1/4 @ 5'-0" O.C.
HSS6x2x1/4x CONT.
2@12
2@12
1/4"
1/4"
CONC. FLR. ON METAL DECK -SEE PLAN
HSS6x6x1/4x CONT.
T/STL.
SEE PLAN
STL. BEAM -SEE PLAN
(4) 3/4" DIA. BOLTS
3/8" STIFFNER PL. EA. SIDE
600S162-43 @ 16" O.C. w/ 600SLT250-43 TOP TRACK & 600T125-43 BOT. TRACK. EA. w/ (2) 0.157" DIA. PAF's INTO BEAM OR CONC. @ EA. STUD. BRIDGE STUDS @ 48" O.C., SEE DTL. 5/S4-10
LG JST. -600S162-43 @ 16" O.C. w/ 600T125-43 EA. END & (2) 0.157" DIA. PAF's TO BEAMS
1/2" CAP. PL.
HSS6x6x1/4
LG INFILL BEYOND
STL. JST. -SEE PLAN
JST. SUB. -SEE PLAN
DECK EDGE -L4x4x1/4xCONT.
SIMPSON SCB45.5 w/ (3) 0.157" DIA. PAF's TO BEAM
600S162-43 @ 16" O.C. w/ 600T125-43 T&B & (2) 0.157" DIA. PAF's TO BEAM
T/STL.
SEE PLAN
L3x3x3/8xCONT.
HSS6x3x1/4, TYP.
2@12
2@12TYP.
T/STL.
117'-0"
T/STL.
123'-3"
1/4"
1/4"
1/4"
1/4"
1/4"
HSS 8x6x1/2" CONT. w/ L8x4x7/16" LEDGER ANGLE FOR WINDOW SUPPORT.
CURTAIN WALL -REF. ARCH.
HSS6x6x1/4" -SEE PLAN FOR LOCATIONS
3/8" STL. END PLATE.
L3x3x1/4" CONT. T&B
ATTACHMENT TO STRUCTURE BY WDW. MFR. (TYP.)
ROOF DECK -SEE PLAN.
STL. PURLIN -SEE PLAN.
HSS6x6x1/4 @ 5'-0" O.C.
HSS6x2x1/4x CONT.
1/4"
2@12
2@12
1/4"
1/4"
CONC. FLR. ON METAL DECK -SEE PLAN
HSS6x6x1/4x CONT.
T/STL.
112'-6"
(4) 3/4" DIA. BOLTS
3/8" STIFFNER PL. EA. SIDE
WINDOW FRAMING -HSS6x6x1/4,SEE PLAN FOR LOCATIONS
LG INFILL BEYOND
STL. JST. BEYOND -SEE PLAN
JST. SUB. BEYOND -SEE PLAN
DECK EDGE -L4x4x1/4xCONT.
T/STL.
SEE PLAN
HSS 6x6x1/4" @ EA. COL LOC. ON GRID INTERSECTIONS G.1 & 15, 20, 22, & 24
1/4"12x6x1/2 BOT. PL.
12"x8"x1/2" CAP PL.
CONN. TO COL. -SEE DTL. 16/S4-2
1/2" CAP PL.
1/4"
1/4"TYP.
TYP.
2@12
2@12TYP.
L3x3x3/8xCONT.
HSS6x3x1/4, TYP.
T/STL.
117'-0"
T/STL.
123'-3"
T/STL.
126'-0"
WHERE COL. IS NOT PRESENT WELD HSS TUBE TO BEAM END PL.
HSS6x6x1/4" @ EA. WINDOW FRAMING COL.
4"
1/4"
1/4"1/4"
1/4"
CMU WALL -SEE PLAN
ROOF DECK -SEE PLAN
L4x4x1/4" CONT. w/ 5/8" DIA.x4" EMBED INTO CMU EXP. ANCH. @ 24" O.C.
BOND BEAM w/ (2) #5 CONT., TYP.
T/WALL
REF. ARCH.
DECK BRG.
SEE PLAN
SIMPSON FCB45.5 w/ (4) #10-16 SCREWS TO EA. STUD & (3) 0.157" DIA. PAF's TO CMU
T/JST.
REF. ARCH.
3/4" T&G SHEATHING
LG JOISTS -SEE PLAN
CMU WALL -SEE PLAN ROOF DECK -
SEE PLAN
L4x4x1/4" CONT.
BOND BEAM w/ (2) #5 CONT., TYP.
T/WALL
REF. ARCH.
T/STL.
SEE PLAN
(2) 0.157" DIA. PAF's TO CMU @ 24" O.C.
T/JST.
REF. ARCH.
3/4" T&G SHEATHING
LG JOISTS -SEE PLAN
8"x7"x1/2" BRG. PL. w/ (2) 1/2" DIA. x 4" STUD ANCHORS @ EA. JOIST.
1/4"
ROOF DECK -SEE PLAN
(2) #10-16 SCREWS FROM TRACK TO CONT. LG PL. @ 8" O.C.
600S162-43 @ 16" O.C. w/ 600T125-43 WHERE REQ.
600S162-43 @ 16" O.C. w/ 600T125-43 WHERE REQ.
362S162-43 @ 16" O.C.
LAP SPLICE w/ (4) #10-16 SCREWS, TYP.
STL. BEAM -SEE PLAN
ROOF JST. -SEE PLAN
ROOF DECK EDGE -L3x3x1/4 CONT. WELDED TO EA. JST. & (1) #10-16 SCREW TO EA. STUD
CURTAIN WALL -BY OTHERS
DL VERT. RXN. TO JST. = 230PLFWL VERT. RXN. TO JST. = +/-240PLF
(2) 0.157" DIA. PAF's FROM TRACK TO BEAM @ EA. STUD
T/WALL
REF. ARCH.
12"x18GA.xCONT. LG PL. w/ (3) #10-16 SCREWS TO DECK @ 12" O.C.
1/4"
ROOF DECK -SEE PLAN
STL. JST. -SEE PLAN
STL. BEAM -SEE PLAN
HSS5X5X1/4 @ 5'-0" O.C.
L3x3x1/4 BTWN., HSS COL's. w/ 2" WELD @ 12" O.C. TO BEAM
LG INFILL BEYOND
600T125-43 CONT. w/ (2) 0.157" DIA. PAF's TO TOP OF COL.
1/2" CAP PL.
600T125-43 w/ (2) #10-16 SCREWS TO DECK @ EA. STUD
STUD WALL -SEE PLAN
MASONRY VENEER -REF. ARCH.
L3x3x1/4" KICKER @ 5'-O" O.C. WELD EA. END ALL AROUND
SLOTTED TRACK -SEE PLAN
(2) 0.157" DIA. PAF's TO BEAM @ EA. STUD
1/4"x3" TALL WELD PL. @ EA. KICKER, SHOP FAB. TO BEAM
KICKER RXN.'s TO JST.
VERT. RXN. = +/- 0.4KIPHORIZ. RXN. = +/- 0.7KIP
STL. BEAM -SEE PLAN L8x8x1/2 STOP
@ OVERHEAD DOOR JAMBS
2@12
2@12
1/4"
1/4"
1/4"TOS
REF. PLAN
ROOF DECK -SEE PLAN.
STL. BEAM -SEE PLAN.
STL. JST. -SEE PLAN.
SLOTTED TRACK -SEE PLAN
MASONRY VENEER -REF. ARCH. STUD WALL -
SEE PLAN.
HSS5X5X1/4 @ 5'-0" O.C.
L3x3x1/4xCONT. w/ (1) #10 SCREW TO EA. STUD
LG INFILL BEYOND
600T125-43 CONT. w/ (2) 0.157" DIA. PAF's TO TOP OF COL.
1/2" CAP PL.
600T125-43 BETWEEN HSS COL's w/ (2) 0.157" DIA. PAF's @ EA. STUD
L3x3x1/4" KICKER @ 5'-O" O.C. WELD EA. END ALL AROUND
(2) 0.157" DIA. PAF's TO BEAM @ EA. STUD
1/4"x3" TALL WELD PL. @ EA. KICKER, SHOP FAB. TO BEAM
60.00°
KICKER RXN.'s TO JST.
VERT. RXN. = +/- 0.4KIPHORIZ. RXN. = +/- 0.7KIP
1/4"
COIL DOOR NOT SHOWN FOR CLARITY
STL. BEAM -SEE PLAN
L8x8x1/2, STOP AT OPENING JAMBS
2@12
2@12
1/4"
1/4"
TOS
REF. PLAN
ROOF DECK -SEE PLAN.
STL. BEAM -SEE PLAN.
STL. JST. -SEE PLAN.
L3x3x1/4xCONT. w/ (1) #10 SCREW TO EA. STUD
600S162-43 @16" O.C.
1200T125-54 CONT. TOP TRACK
L3x3x1/4" KICKER @ 5'-O" O.C.
1/4"x3" TALL WELD PL. @ EA. KICKER, SHOP FAB. TO BEAM
KICKER RXN.'s TO JST.
VERT. RXN. = +/- 0.4KIPHORIZ. RXN. = +/- 0.7KIP
362S162-43 LAP SPLICED TO EA. STUD w/ (4) #10-16 SCREWS, TYP.
1200T125-54 CONT. BOT. TRACK
1/4"
60.00°
SOFFIT FRAMING -SEE GEN. NOTES
SIMPSON FCB43.5 w/ (4) #10-16 SCREWS TO EA. STUD & (3) 0.157" DIA. PAF's TO BEAM, TYP.
1/4"
1/4"
TOS
REF. PLAN
ROOF DECK -SEE PLAN.
STL. BEAM -SEE PLAN.
L4x4x1/4xCONT.
600S162-43 @16" O.C.
1200T125-54 CONT. TOP TRACK
L3x3x1/4" KICKER @ 5'-O" O.C.
1/4"x3" TALL WELD PL. @ EA. KICKER, SHOP FAB. TO BEAM
KICKER RXN.'s TO JST.
VERT. RXN. = +/- 0.4KIPHORIZ. RXN. = +/- 0.7KIP
362S162-43 LAP SPLICED TO EA. STUD w/ (4) #10-16 SCREWS, TYP.
1200T125-54 CONT. BOT. TRACK
1/4"
SOFFIT FRAMING -SEE GEN. NOTES
600S162-43 @16" O.C.
SIMPSON FCB45.5 w/ (4) #10-16 SCREWS TO EA. STUD & (3) 0.157" DIA. PAF's TO DECK EDGE
SIMPSON FCB43.5 w/ (4) #10-16 SCREWS TO EA. STUD & (3) 0.157" DIA. PAF's TO BEAM
1/4"
1/4"
L4x4x3/8"x6" LONG T&B -WELD TO BEAM
STL. BEAM -SEE PLAN
STL. BEAM -SEE PLAN
STL. COL -HSS6x6x1/4
1/2" CAP. PL.
STL. FRAMING -SEE DTL. 10/S4-9
STL. BEAM -SEE PLAN
CONN. BY STL. PROVIDER -SEE 15/S4-2 FOR RXN.
STL. COL -SEE PLAN
T.O.S. EL.
SEE PLAN
T.O.S. EL.
SEE PLAN
T/WALL
REF. ARCH.
20"x6"x1/2" PL. w/ (4) 3/4" DIA. THRU BOLTS
1/4"
1/4"
1/4"
1/4"
1/2" CAP. PL.
600S162-43 @ 16" O.C. w/ 600T125-43 T&B WHERE REQ.
600S162-43 @ 16" O.C. w/ 600T125-43 T&B WHERE REQ.
METAL PANNEL -REF. ARCH.
ROOF DECK -SEE PLAN
CONN. BY STL. PROVIDER -SEE 15/S4-2 FOR RXN.
STL. BEAM -SEE PLAN
FOR CONN. INFO. SEE DTL. 6/S4-4
AT SIM. LOCATION, NO FRAMING ON TOP OF BEAM
3/8" STIFFNER PL. EA. SIDE OF BEAM
1/4"
1/4"
CONNECTION -SEE DTL. 16/S4-2, TYP. SHEET TITLE:
PROJECT:
RISE PROJECT NO:
ISSUE:
REVISION SCHEDULE:
1108 S. Main St. 102Aberdeen, SD 57401Phone: 605-725-4852
1113 St Joseph StreetRapid City, SD 57701Phone: 605-491-2485
300 N. Phillips Ave. 120Sioux Falls, SD 57104Phone: 605-334-9999
co-oparch.com
7/3
1/2
020
3:3
8:0
9 P
M
20025
S4-10
07/20/2020
CITY OF WATERTOWN
WATERTOWN, SOUTH DAKOTA
ATY TERMINAL - WATERTOWNREGIONAL AIRPORT
100% CONSTRUCTIONDOCUMENTS
STRUCTURAL DETAILS
3/4" = 1'-0"1
FRAMING SECTION @ CANT. PURLINS 33/4" = 1'-0"
2FRAMING SECTION @ CANT. PURLINS 4
1" = 1'-0"3
ROOF DECK BRG. @ CMU WALL
1" = 1'-0"4
ROOF PURLIN BRG. @ CMU WALL
REV. # REV. DSC. REV. DATE
1 ADDENDUM #01 7/31/2020
1" = 1'-0"7
LOW ROOF BRG. @ STL. BEAM1" = 1'-0"
8ROOF DECK BRG. @ EXT. WALL w/ LINTEL
1" = 1'-0"9
JOIST BRG. @ EXT. WALL LINTEL1" = 1'-0"
6ROOF JST. BRG. @ EXT. WALL
1" = 1'-0"5
LOW ROOF BRG. @ SIDE WALL
1" = 1'-0"10
SOUTH WALL BUMP-OUT FRAMING