SF104.pdf

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Project Number

Building Number

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VA FORM 08 - 6231

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

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AutoCAD SHX Text 77'-5 "58"

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AutoCAD SHX Text 25'-8"

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AutoCAD SHX Text 80'-8 "78"

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TIE TYPE

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TIE SIZE

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SPACING

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(3)-#5 CONT.

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PERIMETER "P1"

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X-DIRECTION

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TIE SCHEDULE

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NOTES

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AS SHOWN

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Y-DIRECTION

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(5)-#5 CONT.

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PERIMETER "P2"

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AutoCAD SHX Text NOTES: 1. CONTRACTOR OPTION: (4) #6 CONT. BARSCONTRACTOR OPTION: (4) #6 CONT. BARS

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ROOF SLAB REINFORCING PLAN

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ROOF FRAMING PLAN - SUPPLEMTAL SUPPORT FRAMING - CATWALKS

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TYP

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ROOF SUPPLEMENTAL FRAMING AND SLAB REINFORCING DIAGRAM

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SF104

AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville KY 40299 - www.paradigmusa.com

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FULLY SPRINKLERED

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DESIGN REPLACE BOILER PLANT

AutoCAD SHX Text 438-22-900

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SIOUX FALLS VAMC

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SIOUX FALLS, SD 57105

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TWW

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DRW

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100% CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 08-09-2024

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1808 DEEP CREEK RD. OKC, OK 73131 918.527.7166 INFO@MOONTREELLC.COM

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ADDENDUM 1

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AutoCAD SHX Text 08-09-24

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ADDENDUM 2 (NO STRUCTURAL CHANGES)

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XX-XX-XX

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ADDENDUM 3

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AutoCAD SHX Text 01-17-25

AutoCAD SHX Text GENERAL NOTES A. TIE-FORCE REQUIREMENTS ARE AS OUTLINED IN UFC 4-023-03 SECTION 3-1. REFER TO TIE-FORCE REQUIREMENTS ARE AS OUTLINED IN UFC 4-023-03 SECTION 3-1. REFER TO THIS REFERENCE FOR MORE INFORMATION ON THE ITEMS SHOWN THIS PLAN. B. SEE SHEET SF102 FOR FRAMING AND DIMENSIONS AND OTHER INFORMATION NOT SHOWN SEE SHEET SF102 FOR FRAMING AND DIMENSIONS AND OTHER INFORMATION NOT SHOWN THIS PLAN. FOR CLARITY. THIS PLAN SHOWS ONLY THE SLAB EDGE PERIMETER, BEAM AND COLUMN FRAMING AND TIE-FORCE SLAB REINFORCING. ADDITIONAL REINFORCING REQUIREMENTS ARE AS NOTED BELOW. C. SPLICES IN STEEL REINFORCEMENT USED FOR INTERNAL LONGITUDINAL AND TRANSVERSE SPLICES IN STEEL REINFORCEMENT USED FOR INTERNAL LONGITUDINAL AND TRANSVERSE TIES ARE NOT SHOWN ON THIS PLAN AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE. SPLICES SHALL BE CLASS B LAP SPLICES, WELDED OR MECHANICALLY JOINED WITH TYPE I OR II MECHANICAL SPLICES PER ACI 318. TYPE II MECHANICAL SPLICES MAY BE USED AT ANY LOCATION WITHIN THE SLAB. TYPE I MECHANICAL SPLICES, WELDED SPLICES AND CLASS B LAP SPLICES SHALL BE LOCATED NO CLOSER THAN 20% OF THE BAY SPACING IN THE DIRECTION OF THE TIE TO ANY COLUMN/BAY GRID LINES. D. SPLICES IN STEEL REINFORCEMENT USED FOR PERIPHERAL TIES ARE NOT SHOWN ON THIS SPLICES IN STEEL REINFORCEMENT USED FOR PERIPHERAL TIES ARE NOT SHOWN ON THIS PLAN AND ARE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE. FOR PERIPHERAL TIES, TYPE I MECHANICAL SPLICES, WELDED SPLICES AND CLASS B LAP SPLICES SHALL BE LOCATED NO CLOSER THAN 20% OF THE BAY SPACING TO THE COLUMN GRID LINES. E. NON-CONTACT SPLICES ARE NOT ALLOWED. NON-CONTACT SPLICES ARE NOT ALLOWED. F. USE SEISMIC HOOKS, SAME SIZE AS INTERNAL TIES, PER ACI 318 TO LAP WITH ENDS OF USE SEISMIC HOOKS, SAME SIZE AS INTERNAL TIES, PER ACI 318 TO LAP WITH ENDS OF INTERNAL TIES, USING ACI CHAPTER 12 LAP LENGTHS (SEE LAP SCHEDULE ON SHEET SG005), TO ANCHOR INTERNAL TIES TO PERIPHERAL CONTINUOUS TIE AT PERIMETER OF SLAB. ANCHORS SHALL ENCOMPASS OUTER LINE OF PERIPHERAL REINFORCEMENT IF MORE THAN ONE BAR IS USED FOR PERIPHERAL TIE LINE.

AutoCAD SHX Text KEY NOTES 1. CONTINUOUS PERIMETER/PERIPHERAL TIE BARS, TYP. REFER TO SCHEDULE. REFER TO CONTINUOUS PERIMETER/PERIPHERAL TIE BARS, TYP. REFER TO SCHEDULE. REFER TO SHEET NOTE D FOR SPLICE INFORMATION. 2. BEAM/GIRDER FRAMING, TYP. REFER TO SHEET SF102. ADJUST CONTINUOUS INTERNAL TIE BEAM/GIRDER FRAMING, TYP. REFER TO SHEET SF102. ADJUST CONTINUOUS INTERNAL TIE ADJUST CONTINUOUS INTERNAL TIE SPACING SUCH THAT INTERNAL TIES DO NOT FALL DIRECTLY ABOVE FLOOR FRAMING MEMBERS, TYP. 3. "X-DIRECTION" CONTINUOUS INTERNAL TIE REINFORCING, TYP. REFER TO SCHEDULE. "X-DIRECTION" CONTINUOUS INTERNAL TIE REINFORCING, TYP. REFER TO SCHEDULE. 4. "Y-DIRECTION" CONTINUOUS INTERNAL TIE REINFORCING, TYP. REFER TO SCHEDULE. "Y-DIRECTION" CONTINUOUS INTERNAL TIE REINFORCING, TYP. REFER TO SCHEDULE. 5. SEISMIC HOOK PER ACI 318, SAME SIZE AND SPACING AS INTERNAL TIE REINFORCING. SEISMIC HOOK PER ACI 318, SAME SIZE AND SPACING AS INTERNAL TIE REINFORCING. PROVIDE SPLICE WITH TIE REINFORCING, TYP. REFER TO SHEET NOTE C. 6. AT CORNERS PENETRATIONS LARGER THAN 12"x12", PROVIDE SLAB REINFORCING AT CORNERS PENETRATIONS LARGER THAN 12"x12", PROVIDE SLAB REINFORCING CONFIGURED PER DETAIL C9/SF402 AND EXTEND BARS INTO SLAB FIELD PER LAP LENGTH ON SHEET SG005. 7. AT COLUMN LINES PROVIDE BARS BETWEEN COLUMNS SAME SIZE AND SPACING AS AT COLUMN LINES PROVIDE BARS BETWEEN COLUMNS SAME SIZE AND SPACING AS INTERNAL TIE REINFORCING BUT DO NOT SPLICE OR LAP WITHIN THE COLUMN STRIP, NOT SPECIFICALLY SHOWN ON PLAN AT ALL LOCATIONS FOR CLARITY, BUT TYPICAL ALL COLUMN/BEAM AND COLUMN/GIRDER LINES. DISCONTINUOUS REINFORCING DOES NOT NEED TO BE SHIFTED TO AVOID BEING PLACED DIRECTLY OVER MEMBERS, HOWEVER MINOR OFFSET IS REQUIRED TO AVOID CONFLICT WITH COMPOSITE BEAM SHEAR STUDS. 8. PROVIDE CORNERS BARS SAME SIZE AND NUMBER AS PERIPHERAL TIE BARS WITH ACI LAP PROVIDE CORNERS BARS SAME SIZE AND NUMBER AS PERIPHERAL TIE BARS WITH ACI LAP EACH LEG. 9. PERIPHERAL TIES SHALL BE LOCATED WITHIN 3'-3" OF EDGE OF SLAB, ALL EDGES OF PERIPHERAL TIES SHALL BE LOCATED WITHIN 3'-3" OF EDGE OF SLAB, ALL EDGES OF BUILDING. 10. L4x4x1/4 HANGERS, SEE SF103 MEZZANINE PLAN FOR DIMENSIONAL COORDINATION. FINAL L4x4x1/4 HANGERS, SEE SF103 MEZZANINE PLAN FOR DIMENSIONAL COORDINATION. FINAL MEZZANINE LAYOUT SHALL BE COORDINATED WITH FINAL EQUIPMENT SELECTION AND POSITIONING, ALL DIMENSIONS ARE APPROXIMATE AND SUBJECT TO CHANGE. 11. HORIZONTAL SUPPORT ANGLE WELDED TO BOTTOM OF MAIN ROOF FRAMING, SEE B4/SF401 HORIZONTAL SUPPORT ANGLE WELDED TO BOTTOM OF MAIN ROOF FRAMING, SEE B4/SF401 FOR INFORMATION. INSTALL CONTINUOUS ANGLES WHERE ALIGNED AS SHOWN. FINAL MEZZANINE LAYOUT SHALL BE COORDINATED WITH FINAL EQUIPMENT SELECTION AND POSITIONING, ALL DIMENSIONS ARE APPROXIMATE AND SUBJECT TO CHANGE. 12. SEE F5/SF103 FOR STEAM PIPING AND SUPPORT SUPPLEMENT FRAMING LAYOUT SEE F5/SF103 FOR STEAM PIPING AND SUPPORT SUPPLEMENT FRAMING LAYOUT INFORMATION. 13. SEE F1/SF103 FOR MAIN ROOF FRAMING INFORMATION.SEE F1/SF103 FOR MAIN ROOF FRAMING INFORMATION.

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