July 31st, 2020 - Watertown, SD

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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.

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• 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.


• 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





• Detail was added to show HSS steel braces. Weld symbols were updated, as well as some clarification notes.



mailto:[email protected]

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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

jason

Rectangle

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

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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



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



- 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:




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CITY OF WATERTOWN




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


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



EXT. WALL:

600S162-43 @ 16" O.C. w/ 600T125-43



EXT. WALL:

600S162-43 @ 16" O.C. w/ 600T125-43



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



EXT. WALL:800S162-43 @ 16" O.C. w/ 800T125-43



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


CRITICAL. PROVIDE A


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



2'-6"

W8X15

C-13

C-13

C-13

C-13

C-13

C-13

DRIFT LOAD =

74PSF

14'-5"

BEAM TO COL. SHEAR


CRITICAL. PROVIDE A


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:




co-oparch.com

7/3

1/2

020

3:3

7:4

9 P

M

20025

S2-1

07/20/2020

CITY OF WATERTOWN




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


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



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


CRITICAL. PROVIDE A


C-8

**

BEAM TO COL. SHEAR


CRITICAL. PROVIDE A


BEAM TO COL. SHEAR


CRITICAL. PROVIDE A


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


CRITICAL. PROVIDE A


BEAM TO COL. SHEAR


CRITICAL. PROVIDE A


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:

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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


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.


#5 VERT. w/ BEND @ 24" O.C.

#5 HORIZ. @ 12" O.C.


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


#5 VERT. w/ BEND @ 24" O.C. EA. SIDE

#5 HORIZ. @ 12" O.C. EA. SIDE


(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


#5 VERT. w/ BEND @ 24" O.C. EA. SIDE

#5 HORIZ. @ 12" O.C. EA. SIDE


(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


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.


#5 VERT. w/ BEND @ 24" O.C.

#5 HORIZ. @ 12" O.C.


(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

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CITY OF WATERTOWN




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


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



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. JST -SEE PLAN.



ROOF DECK -SEE PLAN


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" 2@12

2@12

TOS

REF. PLAN

ROOF DECK -SEE PLAN.


STL. JST. -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




60.00°



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


STL. PURLIN -REF. PLAN.

STL. TRUSS -REF. PLAN.

CONN. BY STL. SUPPLIER, SEE DTL. 16/S4-2


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.


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.


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.)


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.


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.


STL. PURLIN - REF. PLAN.

STL. COL. -SEE PLAN


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"

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CITY OF WATERTOWN




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


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


T/WALL

112'-2"




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.


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.


STL. BEAM -SEE PLANROOF JST. -

SEE PLAN

ROOF DECK EDGE -L3x3x1/4 CONT. WELDED TO EA. JST. & (1) #10-16 SCREW TO EA. STUD



(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.


STL. BEAM -SEE PLAN

ROOF JST. -SEE PLAN




(2) #10-16 SCREWS @ 8" O.C.

T/WALL

REF. ARCH.

ROOF DECK -SEE PLAN

STL. BEAM -SEE PLAN

6" SLOTTED TRACK


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


T/STL.

SEE PLAN

T/STL.

SEE PLAN

L3x3x1/4 KICKER @ EA. HANDRAIL VERT. 1/4" WELD EA. END ALL AROUND


1/4"


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






6" SLOTTED TRACK

2@12

1/4" 2@12

STL. BEAM -SEE PLAN

LG INFILL -REF. ARCH.

T/STL.

SEE PLAN



STL. BEAM -SEE PLAN


JST. SUB. -SEE PLAN

T/STL.

SEE PLAN

SLIP TRACK CONN.


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.


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



STL. BEAM -SEE PLAN

STL. BEAM -SEE PLAN

SLOTTED TRACK


PARTITION WALL NOT SHOWN FOR CLRAITY, REF. ARCH

STL. JST.-SEE PLAN


STL. BEAM -SEE PLANROOF JST. -

SEE PLAN


(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


BLOCKING -REF. ARCH.

1/4"

SHEET TITLE:

PROJECT:

RISE PROJECT NO:

ISSUE:

REVISION SCHEDULE:




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CITY OF WATERTOWN




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


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.


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



STL. BEAM -SEE PLAN

HSS6X6X3/8"

HSS6X6X3/8"

SEE OPPOSITE END FOR FRAMING INFO.


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, EA. SIDE, TYP.

18"x5"x3/8" PL.

L5x5x3/8x6" LONG EA. SIDE, TYP.

3/8" STIFFNER PL.'s


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





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.


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:




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20025

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CITY OF WATERTOWN




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


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




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


STL. BEAM -SEE PLAN

STL. BEAM -SEE PLAN



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



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



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


STL. COL. -SEE PLAN



TYP.

TYP.

TYP.

HSS6X6X

3/8"

HSS6X6X3/8"

SHEET TITLE:

PROJECT:

RISE PROJECT NO:

ISSUE:

REVISION SCHEDULE:




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20025

S4-5

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CITY OF WATERTOWN




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"


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





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



STL. BEAM -SEE PLAN


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




STL. BEAM -SEE PLAN

STL. COL. -SEE PLAN

S4-4

5

S4-4

5

HSS6X6X

3/8" 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





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



STL. BEAM -SEE PLAN



HSS8X6X3/8"

HSS8X6X3/8"

STL. BEAM -SEE PLAN

SHEET TITLE:

PROJECT:

RISE PROJECT NO:

ISSUE:

REVISION SCHEDULE:




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20025

S4-6

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CITY OF WATERTOWN




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"


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







12"x5"x3/8" PL.

8x8x3/4x6" LONG BENT. PL. EA. SIDE

3/8" STIFFNER PL.'s


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.


PURLIN -REF. PLAN.

1/4"

ROOF DECK -SEE PLAN


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 8x6x3/8" BTW. VERT. TUBES.

2@12

2@12

1/4"


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"



1/4"

1/4"

1/4"

1/4"


1/4"

1/4" 1/4"

1/4"


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




ROOF DECK -SEE PLAN



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


CONN. -SEE DTL. 16/S4-2, TYP.

TYP.

1/4"

1/4"TYP.

SHEET TITLE:

PROJECT:

RISE PROJECT NO:

ISSUE:

REVISION SCHEDULE:




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20025

S4-7

07/20/2020

CITY OF WATERTOWN




STRUCTURAL DETAILS

1/2" = 1'-0"1

BRACED & MOMENT FRAME "M"


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.




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


LG HEADER -SEE PLAN

CURTAIN WALL -REF. ARCH.CURTAIN WALL -

REF. ARCH.

600S162-43 @ 16" O.C. w/ 600T125-43 T&B


L4x4x3/8" CONT. - WELD TO TOP OF BEAM ALL AROUND




ROOF DECK -SEE PLAN


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"


600S162-43 @ 16" O.C. w/ 600T125-43 BOT.


(4) 3/4" DIA. BOLTS


600T125-43 CONT.


T/STL.

SEE PLAN

T/STL.

SEE PLAN

T/JST.

114-10"

2@12

2@121/4"


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.






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



LG HEADER -SEE PLAN

LG JST. -SEE PLAN

LG JST. -SEE PLAN


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


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



600S162-43 @ 16" O.C.

362S162-43 @ 16" O.C.

3/4" T&G SHEATHING

600S162-43 @ 16" O.C.





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


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


LG JST. -800S162-43 @ 16" O.C.




STL. COL. BEYOND


L4x4x1/4" CONT. T&B





HSS6x6x1/4 @ 5'-0" O.C.

HSS6x2x1/4x CONT.

LAP SPLICE w/ (4) #10-16 SCREWS


2@12

2@12


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


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:




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020

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M

20025

S4-8

07/20/2020

CITY OF WATERTOWN




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


1 ADDENDUM #01 7/31/2020





600S162-43 @ 16" O.C.


362S162-43 @ 16" O.C.

HSS6X2X1/4

1/2" CAP PL. SHOP WELDED TO OUTLOOKER


PURLIN -REF. PLAN.

1/4"

1/4"

STL. COL. -SEE 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"




STL. BEAM -SEE PLAN

CONN. ANGLES -SEE DTL. 2/S4-4


60.00°



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"


L4x4x3/8" CONT. T&B


PURLIN -REF. PLAN.

1/4"


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.


1/4"2@12

1/4"2@12


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


1/4"

1/4"

T/STL.

SEE PLAN

T/JST.

114'-6"


60.00°


1/2" CAP PL.

1/4"

1/4"

1/4"

1/4"


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


60.00°



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





362S162-43 @ 16" O.C.

600S162-43 @ 16" O.C. w/ 600T125-43 CONT. w/ (2) #10-16 SCREWS TO DECK @ (8) O.C.


T/WALL

REF. ARCH.




1/4"

1/4"


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


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





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


SLIP TRACK



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:




co-oparch.com

7/3

1/2

020

3:3

8:0

9 P

M

20025

S4-9

07/20/2020

CITY OF WATERTOWN




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


1 ADDENDUM #01 7/31/2020




STL. COL. BEYOND


L3x3x1/4" CONT. T&B





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


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"



HSS6x6x1/4" -SEE PLAN FOR LOCATIONS


L3x3x1/4" CONT. T&B




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


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.


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



(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


1/2" CAP PL.

600T125-43 w/ (2) #10-16 SCREWS TO DECK @ EA. STUD

STUD WALL -SEE PLAN

MASONRY VENEER -REF. ARCH.







STL. BEAM -SEE PLAN L8x8x1/2 STOP

@ OVERHEAD DOOR JAMBS

2@12

2@12

1/4"

1/4"

1/4"TOS

REF. PLAN





MASONRY VENEER -REF. ARCH. STUD WALL -

SEE PLAN.

HSS5X5X1/4 @ 5'-0" O.C.


LG INFILL BEYOND


1/2" CAP PL.

600T125-43 BETWEEN HSS COL's w/ (2) 0.157" DIA. PAF's @ EA. STUD




60.00°



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





600S162-43 @16" O.C.

1200T125-54 CONT. TOP TRACK





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



L4x4x1/4xCONT.

600S162-43 @16" O.C.

1200T125-54 CONT. TOP TRACK





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 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


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


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:




co-oparch.com

7/3

1/2

020

3:3

8:0

9 P

M

20025

S4-10

07/20/2020

CITY OF WATERTOWN




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


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