S02_Final_Drawings_-_Part_2_40_Pages.pdf

PDF 34 MB Posted May 17, 2019

Attached to: 656-341 Expand/Construct Outpatient Mental Health Clinic - St Cloud, MN 36C263-19-AP-1762
Solicitation number: 36C26319R0068
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 23

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S02_Final Drawings - Part 2_40 Pages

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CONSTRUCTION DOCUMENTS SUBMISSION

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NORTH

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FOOTING & FOUNDATION/ GROUND FLOOR PLAN

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T.O.FOOTING EL. = 93'-0" (U.O.N.)

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EXISTING FTG. & GROUT SOLID

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KEYNOTES:

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SIZE

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1'-8" CONT.

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FOOTING SCHEDULE

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REINFORCING

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DEPTH

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TRANS.

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LONG.

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REMARK

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FTG.

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EXIST'G

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(E) 3'-6"

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FTG.

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FTG.

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(E) 4'-0"

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FTG.

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2'-0" CONT.

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2'-6" CONT.

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FTG.

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(E) DRAIN TILE

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TUNNEL

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SUMP PIT

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EXIST'G

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TUNNEL

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BUILDING

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2'-6" FTG.

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(TYP.)

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ELEV.

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PIT

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2'-6" FTG.

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(TYP.)

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T.O. (E) FTG.

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T.O. (E) FTG.

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5 1/2" SLAB W/ #4 @ 8" O.C. EW.

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SS106

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STAIR 1

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STAIR 2

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SS106

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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VA FORM 08-6231

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2201 12TH STREET NORTH, STE. E

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OBERMILLER-NELSON ENGINEERING, INC

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1020 36TH STREET SW

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FARGO, NORTH DAKOTA 58103

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HEYER ENGINEERING

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STRUCTURAL

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BUILDING COMMISSIONING

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MECHANICAL, FIRE PROTECTION & ELECTRICAL

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FARGO, NORTH DAKOTA 58102

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CIVIL

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2201 12TH STREET NORTH, STE. E

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COMMISSIONING SOLUTIONS

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FARGO, NORTH DAKOTA 58102

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HANSEN THORP PELLINEN OLSON, INC

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7510 MARKET PLACE DRIVE

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EDEN PRAIRIE, MN 55344

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DATE

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REVISION

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DRAWING TITLE

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APPROVED: CHIEF OF STAFF

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APPROVED: HEALTH CARE SYSTEM DIRECTOR

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APPROVED: CHIEF OF POLICE

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APPROVED: DIRECTOR FMS

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DATE:

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APPROVED: SAFETY MANAGER

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DATE:

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APPROVED: GEMS COORDINATOR

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APPROVED: PROJECTS SECTION MANAGER

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APPROVED: SERVICE LINE DIRECTOR

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DATE:

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DATE:

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DATE:

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APPROVED: INFECTION CONTROL NURSE

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APPROVED: PATIENT SAFETY

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DATE:

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DATE:

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DATE:

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CHECKED BY

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ST.CLOUD, MN 56303

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VA MEDICAL CENTER

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LOCATION

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DATE:

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DATE:

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DRAWING NO.

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DRAWN

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DWG. OF

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PROJECT TITLE

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PLOT SCALE

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PROJECT NO.

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DATE:

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APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR

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FOSS PROJ. NO. 1327.00

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REG. NO: 19787

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THE STATE OF MINNESOTA.

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REGISTERED ENGINEER UNDER THE LAWS OF

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MY DIRECT SUPERVISION AND THAT I AM A DULY

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OR REPORT WAS PREPARED BY ME OR UNDER

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I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION

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DATE: %%U

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GROUND FLOOR PLAN

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FOOTING AND FOUNDATION/

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111-SS101

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SS106

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SS106

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SS106

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4" S.O. GRADE

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EL. = 100'-0"

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4" S.O. GRADE

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EL. = 100'-0"

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SS106

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SS106

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T.O. (E) FTG.

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EL. = 95'-0"

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SS106

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SS106

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SS106

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SS106

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SS106

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9. CONSOLIDATE ALL CONCRETE GROUT BY PUDDLING OR VIBRATING.

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MORTAR BED AT CROSS WEBS ENCLOSING GROUTED CELL.

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8. WHERE CELLS ARE TO BE FILLED W/ CONCRETE GROUT, PROVIDE ADDITIONAL FULL

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DIMENSIONS AND CONDITIONS PRIOR TO STARTING WORK AND SHALL NOTIFY THE

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14. FABRICATOR SHALL CLEARLY NOTE CHANGES MADE IN THE SHOP DRAWINGS WHICH

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DO NOT COMPLY WITH THE CONTRACT DOCUMENTS. REVIEWED APPROVAL SHOP

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13. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC., SHALL BE

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DIMENSIONED, REVIEWED, COORDINATED, AND SIGNED/ STAMPED BY THE GENERAL

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CONTRACTOR PRIOR TO SUBMITTING TO THE STRUCTURAL ENGINEER. MANUFACTURED

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ARCHITECT/ ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES.

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8. SEE MECHANICAL, ELECTRICAL AND ARCHITECTURAL DRAWINGS FOR ALL OPENINGS

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AND INSERTS NOT SHOWN ON THE STRUCTURAL DRAWINGS.

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4. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES.

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12. CONTRACTOR SHALL PROVIDE A CAST-IN SLEEVE FOR ALL HORIZONTAL ELEMENTS

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11. HOLES, PIPES, SLEEVES, ETC. NOT SHOWN ON THE DRAWINGS MUST BE APPROVED BY

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THE STRUCTURAL ENGINEER BEFORE PLACEMENT THROUGH STRUCTURAL MEMBERS.

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10. IF MECHANICAL AND ELECTRICAL EQUIPMENT SIZES, WEIGHTS, OR LOCATIONS

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DO NOT COINCIDE WITH EQUIPMENT SHOWN ON PLANS, COORDINATE ADJUSTMENTS

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7. NO AREA OF THE STRUCTURE SHALL BE LOADED WITH CONSTRUCTION MATERIALS

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OR EQUIPMENT THAT EXCEEDS FINAL DESIGN CRITERIA.

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6. TEMPORARY BRACING AND SHORING AGAINST WIND AND ERECTION CONDITIONS

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TO BE THE RESPONSIBILITY OF THE CONTRACTOR.

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5. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE

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FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE

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MEANS OR METHOD OF CONSTRUCTION. TEMPORARY BRACING AND SHORING

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AGAINST WIND AND ERECTION CONDITIONS DURING CONSTRUCTION OF THE BUILDING,

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SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS SOLELY

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9. VERIFY LOCATION OF BOX OUTS AND OPENINGS WITH MECHANICAL CONTRACTORS.

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OPENING SIZES AND LOCATIONS SHOWN FOR PIPES, DUCTS ETC. ARE FOR GENERAL

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INFORMATION ONLY AND SHALL BE VERIFIED WITH THE MECHANICAL CONTRACTOR

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BEFORE COMMENCING THE WORK.

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THAT EXTEND THROUGH FOOTING. IE: DRAIN TILE, ELECTRICAL CONDUIT, MECHANICAL

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WITH THE STRUCTURAL ENGINEER.

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1. ALL WORK SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE,

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3. THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENTS, SITE ELEVATIONS,

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%%UGENERAL CONSTRUCTION NOTES:

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2. REFERENCE STANDARDS: UNLESS OTHERWISE NOTED (U.O.N.), ALL STANDARDS

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SHALL BE CURRENT EDITION, WITH LATEST ADDENDA, IF APPLICABLE.

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3. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED SOIL OR ENGINEERED FILL.

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BE COORDINATED WITH GENERAL CONTRACTOR AND MASONRY CONTRACTOR.

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AT 192 (REINF.) DIAMETER INTERVALS MAXIMUM. LENGTH OF REINFORCING BARS TO

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7. VERTICAL REINFORCING BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND

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BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS WITH MAXIMUM SPACING

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HORIZONTAL JOINT REINFORCING CONFORMING TO ASTM A951. REINFORCING SHALL

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5. WIRE REINFORCING FOR CMU WALLS SHALL BE CORROSION RESISTANT 9 Ga.

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6. MASONRY REINFORCING SHALL BE LAPPED AS FOLLOWS:

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4. MASONRY WALLS ARE TO BE SUPPORTED LATERALLY UNTIL THE ENTIRE ROOF

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3. CONCRETE GROUT FOR UNIT MASONRY CORES AND BOND BEAMS SHALL HAVE A 28

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TOP OF WALLS AND WHERE SHOWN ON PLAN OR DETAILS. SEE STANDARD DETAILS

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2. BOND BEAMS SHALL HAVE 2 - #5 REINFORCING BARS CONTINUOUS. PROVIDE AT

AutoCAD SHX Text STRENGTH F'm - 1500 psi. MORTAR SHALL CONFORM TO ASTM C270 AND SHALL BE

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CONTROLLED TYPE I REQUIREMENTS OF ASTM C90, WITH AN ASSUMED COMPRESSIVE

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1. CONCRETE BLOCK MASONRY UNITS SHALL CONFORM TO GRADE 'N', MOISTURE

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5. FOOTINGS ARE CENTERED UNDER WALLS ABOVE - UNLESS OTHERWISE NOTED.

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SOILS SHALL BE OBSERVED AND APPROVED BY A GEOTECHNICAL ENGINEER PRIOR

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4. PROTECT FOOTINGS FROM THE ACTION OF WATER OR FREEZING.

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6. PRIOR TO PLACEMENT OF FOOTING CONCRETE, CLEAN FOOTING EXCAVATIONS OF

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1. EXCAVATION AND BACKFILL SHALL BE EXECUTED IN ACCORDANCE WITH THE

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3. FOOTING EXCAVATIONS SHALL BE EXCAVATED TO PROPER LINE AND LEVEL TO

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ENSURE MINIMUM CONCRETE COVER OF FOOTING REINFORCEMENT FOR FOOTING

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4. BACKFILL SHALL BE COMPACTED BY MECHANICAL MEANS. FLOODING OR WATER

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6. BACKFILL SHALL NOT BE PLACED AGAINST BASEMENT FOUNDATION WALLS UNLESS

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WALLS ARE ADEQUATELY BRACED TOP AND BOTTOM. FINAL WALL BRACING IS

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AND/ OR FLOOR IS IN PLACE AS DETAILED.

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#5 BAR = 30"

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#4 BAR = 24"

AutoCAD SHX Text DAY COMPRESSIVE STRENGTH OF 3000 psi.

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%%UMASONRY NOTES:

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PROJECT SPECIFICATIONS.

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INUNDATION SHALL NOT BE PERMITTED.

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DEPTH.

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TO PLACEMENT OF FOOTING CONCRETE. IF NATURAL UNDISTURBED SOILS ARE NOT

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SNOW, WATER, MUD, DIRT AND DEBRIS.

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7. FOOTINGS MAY %%UNOT%%U BE EARTH FORMED.

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%%UEXCAVATION AND BACKFILL NOTES:

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AT EACH CORNER. PLACE DIAGONAL BARS CENTERED ON CORNER @ 2" CLEAR OF CORNER.

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CORNER OF THE OPENING & TWO (2) #5 BARS AT 3" O.C. BY 3'-0" LONG DIAGONAL BARS

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OR 12" IN DIAMETER, INCLUDING DOOR OPENINGS, IN CONCRETE WALLS & SLABS. PROVIDE

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8. PROVIDE EXTRA REINFORCEMENT AROUND ALL OPENINGS GREATER THAN 12" SQUARE

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12. PROVIDE ADEQUATE SUPPORT BARS AND ACCESSORIES TO HOLD REINFORCING

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BARS FIRMLY IN PLACE TO SPECIFIED COVERAGES.

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ADDITIONAL REINFORCEMENT SHALL BE PROVIDED AT EACH LAYER OF REINFORCING.

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BEAMS AND COLUMNS (COVER TO STIRRUPS OR TIES) . . 1 1/2"

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#11 AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . 3/4"

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#5 AND SMALLER . . . . . . . . . . . . . . . . . . . . . . . . 1 1/2"

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NOT EXPOSED TO EARTH AND WEATHER:

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CONCRETE ON SOIL . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3"

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7. CLEAR CONCRETE COVER FOR ALL REINFORCING SHALL BE AS FOLLOWS, UNLESS

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#6 THROUGH #18 . . . . . . . . . . . . . . . . . . . . . . . . . 2"

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FORMED AND EXPOSED TO EARTH OR WEATHER:

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SLAB ON GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . MIDHEIGHT

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ASTM A615, U.O.N. ALL WELDED WIRE FABRIC (WWF) SHALL BE PLAIN, ASTM A185.

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5. NON WELDED REINFORCING STEEL SHALL BE GRADE 60 DEFORMED, BILLET-STEEL,

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4. CAST-IN-PLACE CONCRETE SHALL BE SUBJECT TO TESTING BY AN INDEPENDENT

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3. CONCRETE MIX DESIGN SHALL BE BY AN INDEPENDENT TESTING LABORATORY.

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2. CAST-IN-PLACE CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTHS

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OTHERWISE NOTED ON THE DRAWING:

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WALLS, STRUCTURAL SLABS

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TESTING LABORATORY. SEE PROJECT SPECIFICATIONS FOR REQUIREMENTS.

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AS FOLLOWS:

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1. FOOTING ELEVATIONS ARE TO TOP OF FOOTING (T.O. FTG.), UNLESS OTHERWISE NOTED.

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2. FOOTINGS ARE DESIGNED FOR A MINIMUM NET ALLOWABLE SOIL BEARING PRESSURE

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%%UFOUNDATION NOTES:

AutoCAD SHX Text OF 3500 psf FOUNDATION DESIGN COMPLIES W/ GEOTECHNICAL REPORT DATED

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ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE"

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ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"

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1. CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE (ACI)

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CODES AND SPECIFICATIONS, LATEST EDITION.

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%%UCONCRETE NOTES:

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COMPONENTS SUCH AS TRUSSES OR PRECAST CONCRETE SHALL BE ENGINEERED

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AND STAMPED PRIOR TO SUBMISSION.

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TYPE 'M' OR TYPE 'S', WITH TYPE 'M' BELOW GRADE.

AutoCAD SHX Text 3000 psi - FOOTINGS

AutoCAD SHX Text 3000 psi - EXTERIOR FOUNDATION WALLS

AutoCAD SHX Text 3000 psi - INTERIOR FOUNDATION WALLS

AutoCAD SHX Text 3000 psi - INTERIOR SLABS ON GRADE

AutoCAD SHX Text 4000 psi - EXTERIOR SLABS ON GRADE - AIR ENTRAINED

AutoCAD SHX Text 4000 psi - STRUCTURAL SLABS

AutoCAD SHX Text 3000 psi - TOPPING (REINF. W/ FIBERMESH)

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6. WELDED REINFORCING STEEL SHALL BE GRADE 60, LOW CARBON, ASTM A706.

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%%USTRUCTURAL STEEL NOTES:

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8. BEAMS AND COLUMNS SHALL BE ERECTED TRUE AND PLUMB WITHIN AISC TOLERANCE.

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PROVIDE TEMPORARY BRACING AS REQUIRED.

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9. BEARING PLATES FOR STEEL COLUMNS SHALL BE DRY PACKED WITH A NON-SHRINK,

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NON-METALLIC GROUT AS SPECIFIED.

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10. BRIDGING SHALL BE SUPPLIED AND DESIGNED BY THE STEEL JOIST SUPPLIER,

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AS PER SJI STANDARDS, FOR THE PROJECT DESIGN LOADS. STEEL JOIST

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12. FRAMED STEEL BEAM CONNECTIONS SHALL BE "BEARING TYPE", (U.O.N.).

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13. STEEL BEAM KEY:

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(BEAM SIZE)

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(BEAM END REACTION)

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14. LINTELS SHALL HAVE A BEARING OF 1" PER FOOT OF SPAN AT EACH END, 8" MIN.

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LINTEL ANGLES WHICH HAVE NOT BEEN SHOWN OTHERWISE, TO BE AS FOLLOWS

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FOR EACH 4" OF WALL THICKNESS:

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AutoCAD SHX Text 4'-0" TO 6'-0" - L 4" x 3 1/2" x 1/4"

AutoCAD SHX Text 6'-0" TO 8'-0" - L 5" x 3 1/2" x 1/4"

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15. DO NOT PAINT STEEL TO BE FIELD WELDED.

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16. STEEL JOISTS TO BE MANUFACTURED AND ERECTED IN ACCORDANCE WITH STEEL

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JOIST INSTITUTE SPECIFICATIONS.

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17. VERIFY LOCATION OF ROOF OPENINGS WITH MECHANICAL CONTRACTOR. ROOF

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SEE STANDARD DETAILS.

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3. COLUMN BASE AND CAP PLATES TO BE WELDED AROUND ALL SIDES.

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4. BOTTOM PLATE OF STEEL LINTELS SHALL BE WELDED TO THE BEAM WITH 3/16" FILLET

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WELD (BOTH SIDES) 3" LONG @ 12" O.C. (U.O.N.)

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7. BEFORE ENCASING STEEL COLUMNS IN CONCRETE OR MASONRY, COAT COLUMN

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BASES AND TOPS OF ANCHOR BOLTS WITH ASPHALTIC ROOF CEMENT.

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5. WELDS NOT SPECIFIED SHALL BE A FILLET WELD, CONTINUOUS AND/OR ALL AROUND

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WITH MINIMUM THROAT DIMENSION AS REQUIRED FOR MATERIAL THICKNESS PER AWS.

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6. STRUCTURAL FABRICATORS SHALL SHOW ALL FIELD WELDING REQUIREMENTS ON

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SHOP DRAWINGS SUBMITTED TO THE ENGINEER.

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FOR SPANS GREATER THAN 8'-0" CONTACT STRUCTURAL ENGINEER.

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CONTINUOUS, SHALL BE FIELD SPLICED WITH A FULL LENGTH SQUARE GROOVE

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18. ROOF PERIMETER STEEL ELEMENTS SUCH AS ANGLES OR BENT PLATES NOTED TO BE

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FULL PENETRATION WELD UTILIZING A MINIMUM 3/16" ROOT OPENING.

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AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION

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2. WELDED CONNECTIONS SHALL BE MADE IN ACCORDANCE W/ THE LATEST

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1. STRUCTURAL STEEL WORK SHALL BE PER AMERICAN INSTITUTE OF STEEL

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AWS - AMERICAN WELDING SOCIETY

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ASTM A325

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ASTM A563

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ASTM A500

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ASTM A53

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E70XX

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ASTM F436

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CONSTRUCTION (AISC) SPECIFICATION, NINTH EDITION, MATERIAL:

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ASTM A992

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ASTM F1554-99

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ASTM A36

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14. CAST DOWELS, WITH STD 90 HOOK, IN FOOTINGS FOR CONCRETE PIERS AND WALLS ABOVE.

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DOWELS SHALL BE THE SAME SIZE AND NUMBER AS THE VERTICAL REINFORCING. (U.O.N.)

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9. REINFORCING STEEL SHALL BE BENT, SPLICED, AND PLACED IN ACCORDANCE WITH

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THE ACI 301 (LATEST EDITION).

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RECOMMENDATIONS OF:

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ON THE CONTRACT DRAWINGS.

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IF BEAM END REACTIONS ARE NOT INDICATED, CONNECTIONS MUST BE SELECTED

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TO SUPPORT 1/2 THE TOTAL UNIFORM LOAD CAPACITY GIVEN IN THE ALLOWABLE

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UNIFORM LOAD TABLES, PART 3-13TH ED-ASD, FOR THE SPECIFIED BEAM SIZE,

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SPAN, AND STEEL GRADE (U.O.N.)

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MANUAL OF STEEL CONSTRUCTION (13TH ED-ASD)

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CONNECTIONS SHALL BE SELECTED TO SUPPORT BEAM END REACTIONS INDICATED

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11. PROVIDE DOUBLE ANGLE CONNECTIONS AS DESCRIBED IN PART 10 OF THE AISC

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CONNECTIONS SHALL HAVE MINIMUM ROWS OF BOLTS FOR BEAM DEPTHS AS

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INDICATED IN PART 10.

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10. PRECAST MEMBERS SHALL BE ERECTED SIMULTANEOUSLY ON EACH SIDE OF SUPPORTING

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9. PRECAST SUPPLIER SHALL BE RESPONSIBLE FOR OPENINGS 8" AND LARGER IN SIZE

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THROUGH PRECAST MEMBERS. HOLES LESS THAN 8" SHALL BE CUT BY THE TRADE

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INVOLVED WITH THE APPROVAL OF THE PRECAST SUPPLIER.

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WALLS AND BEAMS TO MAINTAIN STABILITY.

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AS LIFTING DEVICES FOR PRE-STRESSED CONCRETE MEMBERS, SHALL BE

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AND DEPTH. THE STRUCTURAL ANALYSIS AND DESIGN OF THESE ITEMS, AS WELL

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5. PRECAST MEMBERS HAVE BEEN INDICATED ON THE DRAWINGS BY GENERAL SIZE

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4. PRECAST SUPPLIER TO SHOW FIELD ANCHORAGE REQUIREMENTS ON SUBMITTED

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ELECTRICAL, STRUCTURAL, AND ARCHITECTURAL PLANS.

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3. VERIFY SIZE, NUMBER AND LOCATION OF OPENINGS WITH THE MECHANICAL,

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6. PRECAST SUPPLIER SHALL PROVIDE INSERTS & ANCHORS IN PRECAST CONC. UNITS

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FOR SUPPORT OF MECHANICAL & ELECTRICAL EQUIPMENT OR ARCHITECTURAL ITEMS.

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INTENDED AND SUBJECT TO PRIOR APPROVAL BY THE ARCHITECT.

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C: ALL REQUIRED MATERIALS SHALL BE SUITABLE FOR THE PURPOSE

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TO THE BASIC INTENT WITHOUT INCURRING ADDITIONAL COSTS TO THE

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B: DESIGN DEVIATIONS MUST PRODUCE AN INSTALLATION EQUIVALENT

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APPROVAL OF THE MANUFACTURER'S PROPOSED DESIGN SUPPORTED

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A: DESIGN DEVIATIONS WILL BE PERMITTED AFTER THE ARCHITECTS

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8. HEADERS AT OPENINGS THROUGH PRECAST MEMBERS SHALL BE SUPPLIED BY THE

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PRECAST SUPPLIER. PRECAST UNITS ADJACENT TO THE OPENINGS SHALL BE DESIGNED

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FOR THE ADDITIONAL LOAD AT EACH BEARING LOCATION.

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BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE THE PROJECT WILL BE

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CONSTRUCTED, USING THE DESIGN LOADS & SPAN CONDITIONS INDICATED ON THE

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7. ALL SUBMITTAL DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND STAMPED

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PERFORMED BY THE PRECAST MANUFACTURER.

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VERIFY LOCATIONS W/ ARCHITECT.

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CONTRACT DOCUMENTS.

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SHOP DRAWINGS.

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BY CALCULATIONS AND DRAWINGS.

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OWNER.

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2. SEE SPECIFICATIONS FOR CONCRETE AND REINFORCING REQUIREMENTS.

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%%UPRECAST PRESTRESSED CONCRETE NOTES:

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AUGUST 15, 2014 BY INDEPENDENT TESTING TECHNOLOGIES, INC.

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2. BACKFILL, & COMPACTION SHALL BE INSPECTED AND CERTIFIED BY A LICENSED

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GEOTECHNICAL ENGINEER. REPORTS ARE TO BE SUBMITTED TO THE ARCHITECT/

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ENGINEER.

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5. BACKFILL SHALL BE PLACED IN ALTERNATING LIFTS ON EACH SIDE OF THE

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FOUNDATION WALLS TO MAINTAIN STABILITY OF THE FOUNDATION WALLS.

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BASEMENT SLAB AND 1ST FLOOR STRUCTURE. IF THESE ELEMENTS ARE NOT IN

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PLACE AT TIME OF BACKFILL, CONTRACTOR SHALL PROVIDE AN ENGINEERED,

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TEMPORARY BRACING SYSTEM. THE TEMPORARY BRACING SYSTEM PROPOSED

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SHALL BE SUBMITTED TO THE ARCHITECT/ ENGINEER FOR REVIEW PRIOR TO

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BACKFILLING.

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OF BLOCK COURSING.

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ACTUAL COURSING. SEE ARCHITECTURAL PLANS AND SECTIONS FOR ACTUAL LAYOUT

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10. BLOCK COURSING SHOWN ON STRUCTURAL PLANS MAY NOT BE REPRESENTATIVE OF

AutoCAD SHX Text 4000 psi - EXTERIOR SLABS ON DECK - AIR ENTRAINED

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AND/OR CONCRETE WALLS. SEE STANDARD DETAILS.

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SUPPLIER TO PROVIDE CONNECTIONS TO ANCHOR BRIDGING TO MASONRY

AutoCAD SHX Text ( 0'-0")

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ELEVATION FROM T.O. STEEL

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UNITS FOR SUPPORT OF MECHANICAL AND ELECTRICAL EQUIPMENT AND/ OR

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11. PRECAST SUPPLIER SHALL PROVIDE INSERTS AND ANCHORS IN PRECAST CONCRETE

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ARCHITECTURAL ITEMS. VERIFY LOCATIONS WITH APPROPRIATE TRADE.

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CAMBER

AutoCAD SHX Text (ß")

AutoCAD SHX Text (15)

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NUMBER OF HEADED STUDS (EQUALLY SPACED)

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11. MASONRY PIERS SHALL BE LAID UP SIMULTANEOUSLY WITH WALLS AND SHALL BE

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INTERLOCKED WITH WALL BLOCKS.

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TYPE #3 SPLICE

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CLASS B SPLICE

AutoCAD SHX Text SPACING LESS THAN 6 Bd - ADJUSTMENT FACTOR = 1.5

AutoCAD SHX Text E. EPOXY COATED REINFORCING W/ COVER LESS THAN Bd OR CLEAR

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D. TYPICAL EPOXY COATED REINFORCING - ADJUSTMENT FACTOR = 1.2

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C. FOR LIGHT WEIGHT CONCRETE - ADJUSTMENT FACTOR = 1.3

AutoCAD SHX Text B. FOR Fy OTHER THAN 60 ksi - ADJUSTMENT FACTOR = Fy (USED)/ 60

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ADJUSTMENT FACTORS = 1.0 IF NONE BELOW APPLY

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1. MIN. LAP: 18" FOR TYPE #1 THRU TYPE #3 & 12" FOR TYPE #4 SPLICES.

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A. FOR HORIZ. REINFORCING W/ MORE THAN 12" OF FRESH CONCRETE

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2. REQ'D. SPLICE LENGTH = LISTED SPLICE LENGTH x ADJUSTMENT FACTORS

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STANDARD NON-COATED BARS

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PLACED BELOW BAR - ADJUSTMENT FACTOR = 1.3

AutoCAD SHX Text F'c

AutoCAD SHX Text 4000 psi

AutoCAD SHX Text 5000 psi

AutoCAD SHX Text 3500 psi

AutoCAD SHX Text 3000 psi

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%%UNOTES:

AutoCAD SHX Text 34 Bd

AutoCAD SHX Text 42 Bd

AutoCAD SHX Text Bd = BAR DIAMETER

AutoCAD SHX Text 55 Bd

AutoCAD SHX Text 44 Bd

AutoCAD SHX Text 66 Bd

AutoCAD SHX Text 41 Bd

AutoCAD SHX Text 38 Bd

AutoCAD SHX Text 51 Bd

AutoCAD SHX Text 47 Bd

AutoCAD SHX Text

#6 AND

AutoCAD SHX Text 44 Bd

AutoCAD SHX Text 55 Bd

AutoCAD SHX Text 66 Bd

AutoCAD SHX Text 62 Bd

AutoCAD SHX Text 53 Bd

AutoCAD SHX Text 49 Bd

AutoCAD SHX Text 79 Bd

AutoCAD SHX Text 74 Bd

AutoCAD SHX Text 71 Bd

AutoCAD SHX Text 57 Bd

AutoCAD SHX Text 85 Bd

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STRENGTH

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CONCRETE

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TYPE #1 SPLICE

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CLASS A SPLICE

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CLASS B SPLICE

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TYPE #2 SPLICE

AutoCAD SHX Text 83 Bd

AutoCAD SHX Text 30 Bd

AutoCAD SHX Text 99 Bd

AutoCAD SHX Text 92 Bd

AutoCAD SHX Text 30 Bd

AutoCAD SHX Text 107 Bd

AutoCAD SHX Text 30 Bd

AutoCAD SHX Text

COMPRESSION SPLICE

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TYPE #4 SPLICE

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DRAWINGS SHOWING ENGINEERS COMMENTS ACCOMPANIED WITH RECORD SET SHOP

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ENCOUNTERED AND/OR INADEQUATE SOILS ARE NOTED AT FOOTING BEARING LEVEL,

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AT THOSE FOOTING LOCATIONS.

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ARCHITECT/ENGINEER SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH FURTHER WORK

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#3 BAR = 18"

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#7 BAR = 42"

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#6 BAR = 36"

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#8 BAR = 48"

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12. FIRST COURSE OF ALL HOLLOW MASONRY SHALL BE PLACED ON A FULL BED OF MORTAR.

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ACI 315 "DETAILS & DETAILING OF CONCRETE REINFORCEMENT"

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DEFINED IN LAP SPLICE TABLE ABOVE.

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11. UNLESS OTHERWISE NOTED ON PLAN OR DETAILS, LAP THE FOLLOWING BARS AS

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A. VERTICAL HOOKED OR STRAIGHT BARS EXTENDING FROM FOOTINGS:

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TYPE #4 SPLICE.

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TYPE #2 SPLICE.

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B. HORIZONTAL BARS IN SLABS ON GRADE, GRADE BEAMS, FOOTINGS, & FOUNDATION WALLS:

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C. VERTICAL BARS IN COLUMNS & PIERS:

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TYPE #4 SPLICE.

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TWO (2) #5 BARS @ 3" O.C., ON EACH SIDE OF THE OPENING EXTENDING 24" BEYOND THE

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10. PROVIDE LAP SPLICE FOR REINFORCING STEEL AS INDICATED IN THE FOLLOWING

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SCHEDULE:

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REINFORCING STEEL SPLICE LENGTHS

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SMALLER

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LARGER

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#7 AND

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#6 AND

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SMALLER

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#7 AND

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LARGER

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#7 AND

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SMALLER

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#6 AND

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LARGER

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#4 AND LARGER

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DOWELS SHALL BE THE SAME SIZE AND SPACING OF VERTICAL REINFORCING. (U.O.N.)

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13. CAST DOWELS, WITH STANDARD HOOKS, IN FOOTINGS FOR PIERS AND WALLS ABOVE.

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SHOP DRAWINGS, SHALL BE AVAILABLE FOR REFERENCE AT THE CONSTRUCTION SITE.

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FOR TYPICAL CORNER BARS.

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3. ALL ADJUSTMENT FACTORS THAT APPLY SHALL BE USED TO CALCULATE

AutoCAD SHX Text SPACING LESS THAN 6 Bd - ADJUSTMENT FACTOR = 1.5

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REQUIRED SPLICE LENGTH.

AutoCAD SHX Text Fy = 50 ksi

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W, S, AND M SHAPES

AutoCAD SHX Text Fy = 35 ksi

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GRADE B - STANDARD PIPES

AutoCAD SHX Text Fy = 42 ksi

AutoCAD SHX Text

GRADE B - HSS PIPES

AutoCAD SHX Text Fy = 46 ksi

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GRADE B - HSS TUBES

AutoCAD SHX Text Fy = 36 ksi

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PLATES, BARS, MISC. SHAPES (ANGLES),

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CONNECTION BOLTS

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CONNECTION NUTS

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WASHERS

AutoCAD SHX Text Fy = 36 ksi

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GRADE 36 - ANCHOR BOLTS

AutoCAD SHX Text 6000 psi

AutoCAD SHX Text 31 Bd

AutoCAD SHX Text 38 Bd

AutoCAD SHX Text 50 Bd

AutoCAD SHX Text 40 Bd

AutoCAD SHX Text 60 Bd

AutoCAD SHX Text 76 Bd

AutoCAD SHX Text 30 Bd

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CHANNELS, AND RODS

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OF 16" O.C. (U.O.N.)

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PIPING, ETC. ALL SLEEVES SHALL BE COORDINATED WITH ARCHITECT/ENGINEER.

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DEMOLITION, CONSTRUCTION, AND INSTALLATION.

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RESPONSIBLE FOR THE PROTECTION OF THE STRUCTURE DURING ALL PHASES OF

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AS APPROVED BY THE VETERANS ADMINISTRATION GUIDELINES.

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ASTM A500

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ELECTRODES

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ASTM A490

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CONNECTION BOLTS

AutoCAD SHX Text Ft = 54 ksi

AutoCAD SHX Text Ft = 44 ksi

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D. WHERE SPECIFICALLY NOTED ON PLAN OR DETAILS:

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TYPE #3 SPLICE.

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%%UFLOOR LIVE LOADS:

AutoCAD SHX Text MECHANICAL ROOMS . . . . . . . . . . . . . . . . . . . 80 psf

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17. DESIGN LOADS: (2015 IBC CRITERIA)

AutoCAD SHX Text CORRIDORS & STAIRS . . . . . . . . . . . . . . . . . . 100 psf

AutoCAD SHX Text EXPOSURE FACTOR . . . . . . . . . . . . . . . Ce = 1.0

AutoCAD SHX Text THERMAL FACTOR . . . . . . . . . . . . . . . . Ct = 1.0

AutoCAD SHX Text IMPORTANCE FACTOR . . . . . . . . . . . . . Is = 1.0

AutoCAD SHX Text FLAT ROOF SNOW . . . . . . . . . . . . . . . . . . . . . Pf = 35 psf

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%%UROOF LIVE LOADS:

AutoCAD SHX Text TYPICAL FLOOR . . . . . . . . . . . . . . . . . . . . . . . 105 psf

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%%UDEAD LOADS:

AutoCAD SHX Text BASIC WIND SPEED (3 SEC. GUST) . . . . . . . . . 115 mph

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INTERNAL PRESSURE COEFF . . . . . . . . . . . . . . 0.18

AutoCAD SHX Text IMPORTANCE FACTOR . . . . . . . . . . . . . . . . . . Iw = 1.0

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WIND EXPOSURE . . . . . . . . . . . . . . . . . . . . . . . "B"

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%%ULATERAL LOADS (WIND-MWFRS):

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SEE SPECIFICATIONS FOR USAGE. INSTALL ANCHORS IN STRUCTURAL CONFORMANCE

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OR EQUIVALENT (U.O.N.). USE HILTI HIT HY-150 ICE FOR COLD WEATHER APPLICATIONS,

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16. ADHESIVE ANCHORS (A.A.) SHALL BE HILTI "HIT HY-200 USING 'HAS' STANDARD RODS"

AutoCAD SHX Text CONSTRUCTION LOADING . . . . . . . . . . . . . . . 25 psf

AutoCAD SHX Text GROUND SNOW LOAD . . . . . . . . . . . . . . Pg = 50 psf

AutoCAD SHX Text TYPICAL ROOF . . . . . . . . . . . . . . . . . . . . . . . . 20 psf

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OCCUPANCY CATEGORY

AutoCAD SHX Text IMPORTANCE FACTOR . . . . . . . . . . . . . . . . . . Iw = 1.0

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%%ULATERAL LOADS (SEISMIC-MSFRS):

AutoCAD SHX Text SPECTRAL RESPONSE . . . . . . . . . . . . . . . . . . Ss = .079

AutoCAD SHX Text S = .022

AutoCAD SHX Text

SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . "E"

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SPECTRAL RESPONSE COEFF . . . . . . . . . . . . S = .131

AutoCAD SHX Text

AutoCAD SHX Text S = .051

AutoCAD SHX Text D1

AutoCAD SHX Text

SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . "A"

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SEISMIC RESISTING SYSTEM . . . . . . . . . . . . . . ORDINARY REINF. CMU WALLS

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ANALYSIS PROCEDURE . . . . . . . . . . . . . . . . . . . E.L.F.

AutoCAD SHX Text OFFICE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 psf

AutoCAD SHX Text PARTITIONS . . . . . . . . . . . . . . . . . . . . . . 15 psf

AutoCAD SHX Text CORRIDORS (ABOVE 1st FLOOR) . . . . . . . . . . 80 psf

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WITH THE MANUFACTURER'S RECOMMENDATIONS.

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(U.O.N.). INSTALL ANCHORS IN STRUCTURAL CONFORMANCE WITH THE MANUFACTURER'S

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15. EXPANSION ANCHORS (EXP. ANC.) SHALL BE HILTI "KWIK BOLT TZ" OR EQUIVALENT

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RECOMMENDATIONS.

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DESIGN SHALL BE IN ACCORDANCE WITH THE ACI 318 AND UNDER THE SUPERVISION

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LOADS AS INDICATED ON THE CONTRACT DOCUMENTS FOR THE SPANS INDICATED.

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1. PRECAST CONCRETE UNITS SHALL BE DESIGNED TO SUPPORT THE SUPERIMPOSED

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OF REGISTERED PROFESSIONAL ENGINEER. ADDITIONAL LOADS SUCH AS SNOW DRIFT

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LOADING AND LOADS FROM ALL OTHER DISCIPLINES SHALL BE THE RESPONSIBILITY

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OF THE P.C. ENGINEER.

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WITH A MAXIMUM OF 3,000 SQUARE FEET. THIS NOTE SHALL GOVERN OVER

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SHALL BE LOCATED BY THE CONTRACTOR AS REQUIRED FOR CONSTRUCTION

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PATTERN SHALL NOT EXCEED A RATIO OF 1.25:1. CONTROL JOINTS SHALL BE

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IS NOT POSSIBLE, THE MAXIMUM LONG SIDE TO SHORT SIDE OF THE JOINT

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SPACING OF 36 TIMES THE SLAB THICKNESS. WHERE A SQUARE PATTERN

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13. CONTROL JOINTS SHALL BE PLACED IN A SQUARE PATTERN WITH A MAXIMUM

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ALL JOINTS SHOWN ON PLAN.

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LOCATED AT ALL ISOLATION JOINTS & WALL CORNERS. CONSTRUCTION JOINTS

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DUE TO PROXIMITY OF EXISTING FTG. THIS

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PORTION OF NEW FTG. MUST BE EARTH FORMED

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AND STOOP FTG. EXCAVATED AFTER WALL IS

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BACKFILLED TO TOP OF EXISTING FTG.

AutoCAD SHX Text 4'-10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10'-10"

AutoCAD SHX Text 2'-8 1/2"

AutoCAD SHX Text

AutoCAD SHX Text 24'-0"

AutoCAD SHX Text 6 1/2"

AutoCAD SHX Text 22'-4"

AutoCAD SHX Text 16'-4"

AutoCAD SHX Text

6" DRAINTILE

AutoCAD SHX Text 656-341

AutoCAD SHX Text

EXPAND / CONSTRUCT

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OUTPATIENT MENTAL

AutoCAD SHX Text

HEALTH CLINIC

AutoCAD SHX Text

AutoCAD SHX Text 1 : 1

AutoCAD SHX Text

AutoCAD SHX Text 11/30/18

AutoCAD SHX Text

EL. = 100'-0"

AutoCAD SHX Text

4" S.O. GRADE - REINF. W/ #4 @

AutoCAD SHX Text

AutoCAD SHX Text 1'-0" O.C, E.W.

AutoCAD SHX Text 30"x36" OPENING - S.D. 19/SS106

AutoCAD SHX Text

SS106

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4" S.O. GRADE

AutoCAD SHX Text

EL. = 94'-0"

AutoCAD SHX Text

AutoCAD SHX Text 11-30-18

AutoCAD SHX Text

AutoCAD SHX Text 30"x36" OPENING IN EXISTING CONC.

AutoCAD SHX Text

WALL S.D. 16/SS106

AutoCAD SHX Text D.T.

AutoCAD SHX Text S

AutoCAD SHX Text

VERIFY DEPTH (APPROX. 8'-0") & LOCATION

AutoCAD SHX Text

OF EXISTING 6" & 4" WATER LINES. DROP

AutoCAD SHX Text

FTG'S. S.D. 1/S106 & SLEEVE WALLS AROUND

AutoCAD SHX Text

PIPES.

NORTH

AutoCAD SHX Text

FIRST FLOOR FRAMING PLAN

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text

HOLLOWCORE BRG. EL. = 112'-8" (U.O.N.)

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 18'-10"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text

EXIST'G BUILDING

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 21'-0"

AutoCAD SHX Text 165'-8"

AutoCAD SHX Text 99'-8"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 21'-0"

AutoCAD SHX Text 24'-0"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 13'-4"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text (E)W 18x86

AutoCAD SHX Text (E)W 21x50

AutoCAD SHX Text (E)W 24x55

AutoCAD SHX Text (E)W 21x44

AutoCAD SHX Text (E)W 24x55

AutoCAD SHX Text

(E)COL. "D"

AutoCAD SHX Text

(E)COL. "F"

AutoCAD SHX Text

(E)COL. "F"

AutoCAD SHX Text

(E)COL. "F"

AutoCAD SHX Text (E)W 24x68 (-8")

AutoCAD SHX Text (E)W 18x35 (-8")

AutoCAD SHX Text

(E)COL. "D"

AutoCAD SHX Text

(E)COL. "C"

AutoCAD SHX Text

(E)COL. "B"

AutoCAD SHX Text (E)W 24x55

AutoCAD SHX Text (E)W 12x26

AutoCAD SHX Text (E)W 24x55 (-8")

AutoCAD SHX Text (E)W 12x50

AutoCAD SHX Text

COL. "C"

AutoCAD SHX Text (E)W 18x40 (-8")

AutoCAD SHX Text W 12x26

AutoCAD SHX Text (E)W 14x22 (-8")

AutoCAD SHX Text

(E)COL. "C"

AutoCAD SHX Text

(E)COL. "D"

AutoCAD SHX Text (E)W 18x40 (-8")

AutoCAD SHX Text (E)W 16x26

AutoCAD SHX Text (E)W 12x50

AutoCAD SHX Text (E)W 16x57

AutoCAD SHX Text (E)W 12x50

AutoCAD SHX Text (E)W 18x86

AutoCAD SHX Text (E)W 21x50

AutoCAD SHX Text (E)W 24x55

AutoCAD SHX Text (E)W 21x44

AutoCAD SHX Text (E)W 24x55

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text "F"

AutoCAD SHX Text "E"

AutoCAD SHX Text "D"

AutoCAD SHX Text

MARK

AutoCAD SHX Text "B"

AutoCAD SHX Text "C"

AutoCAD SHX Text "A"

AutoCAD SHX Text

BASE PLATE

AutoCAD SHX Text

COL. SIZE

AutoCAD SHX Text TS 6 x 6 x 3/8"

AutoCAD SHX Text TS 6 x 6 x 1/2"

AutoCAD SHX Text TS 6 x 6 x 5/16"

AutoCAD SHX Text TS 6 x 6 x 1/4"

AutoCAD SHX Text TS 4 x 4 x 1/4"

AutoCAD SHX Text TS 5 x 5 x 1/4"

AutoCAD SHX Text 12" x 12" x 1 1/2"

AutoCAD SHX Text 12" x 12" x 1 1/4"

AutoCAD SHX Text 10" x 10" x 1"

AutoCAD SHX Text 11" x 11" x 1 1/4"

AutoCAD SHX Text

COLUMN SCHEDULE

AutoCAD SHX Text 2- L 4 x 3 1/2 x 1/4"

AutoCAD SHX Text WT 5x11 W/ 1/4" PL. &

AutoCAD SHX Text

LINTEL SCHEDULE

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LINTEL

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AutoCAD SHX Text L 1

AutoCAD SHX Text L 2

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MARK

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DETAIL

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AutoCAD SHX Text (E)TS 12 x 6 x 1/2"

AutoCAD SHX Text (E)W 18x55

AutoCAD SHX Text (E)TS 8 x 8 x 3/8"

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(TYP. 4 PLACES)

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AutoCAD SHX Text 22'-3 1/2"

AutoCAD SHX Text 21'-4"

AutoCAD SHX Text 84'-8"

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AutoCAD SHX Text 19'-5 1/2"

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AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text 20'-3 1/2"

AutoCAD SHX Text 38'-0"

AutoCAD SHX Text G

AutoCAD SHX Text 17'-3"

AutoCAD SHX Text 20'-5"

AutoCAD SHX Text H

AutoCAD SHX Text F

AutoCAD SHX Text 82'-8"

AutoCAD SHX Text 171'-6"

AutoCAD SHX Text 19'-5"

AutoCAD SHX Text E

AutoCAD SHX Text 20'-5"

AutoCAD SHX Text 23'-7"

AutoCAD SHX Text D

AutoCAD SHX Text 21'-0"

AutoCAD SHX Text 19'-5 1/2"

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text 10'-5"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text A

AutoCAD SHX Text 17'-3"

AutoCAD SHX Text 29'-10"

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AutoCAD SHX Text L-4

AutoCAD SHX Text L-3

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BM SPLICE

AutoCAD SHX Text (E)W 18x35

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AutoCAD SHX Text 21'-0"

AutoCAD SHX Text 10'-0"

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STAIR

AutoCAD SHX Text 6.1

AutoCAD SHX Text W 8x10 W/ 1/4" PLATE

AutoCAD SHX Text W 8x24 W/ 1/4" PLATE

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AutoCAD SHX Text W 16x31 W/ 1/4" PLATE

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AutoCAD SHX Text (E)W 8x24

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AutoCAD SHX Text L-5

AutoCAD SHX Text L 6

AutoCAD SHX Text W 8x13

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 35'-4"

AutoCAD SHX Text 15'-8"

AutoCAD SHX Text 2'-7 1/2"

AutoCAD SHX Text (E)TS 12 x 6 x 1/4"

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SHADED AREA

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S.L.L. = 125 PSF

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S.D.L. = 10 PSF

AutoCAD SHX Text (E)W 16x26

AutoCAD SHX Text 0"

AutoCAD SHX Text L6

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ROOF

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ACCESS

AutoCAD SHX Text (-8")

AutoCAD SHX Text 1'-11"

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T.O.S. EL =

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T.O.S. EL =

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T.O.S. EL = 115'-5 3/4"

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T.O.S. EL = 115'-5 3/4"

AutoCAD SHX Text 115'-8 1/4"

AutoCAD SHX Text 7"

AutoCAD SHX Text 15'-8"

AutoCAD SHX Text (E)TS 10 x 6 x 3/8"

AutoCAD SHX Text 2'-7 1/2"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text L 7

AutoCAD SHX Text L 3 1/2 x 3 x 1/4"

AutoCAD SHX Text L7

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text

1. SEE SHEET SS101 FOR STRUCTURAL NOTES

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KEYNOTES:

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NOTES:

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EXISTING 9 1/4" CSJ 12GA METAL JOISTS

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5 1/2" CONC. SLAB W/ #4 @ 8" O.C. EW.

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EXISTING 12K1 STEEL JOIST W/ R6 JOIST

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EXISTING 8" HOLLOWCORE ROOF PLANK (FUTURE FLOOR)

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S.D.L. = 25 PSF

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S.L.L. = 30 PSF SNOW

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(WITH DRIFT LOAD SEE PLAN)

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FUTURE FLOOR LOAD

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S.L.L. = 80 PSF (ROOMS & OFFICE)

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S.D.L. = 60 PSF (INCLUDES 3" CONC. TOPPING)

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EXISTING 8" HOLLOWCORE W/ 3" NON-STRUCTURAL

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S.D.L. = 45 PSF (INCLUDES TOPPING)

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2. REINF. ALL MASONRY WALLS W/ #5 VERT. @ 3'-4" O.C. (U.O.N.)

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DISTANCE SHOWN

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121 PSF @ HIGH ROOF TO 30 PSF @

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SNOW DRIFT

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75 PSF @ HIGH ROOF TO 30 PSF @

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DISTANCE SHOWN

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SNOW DRIFT

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TOPPING ON WATERPROOF MEMBRANE

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EXISTING MECH. OR ARCH. OPENING VERIFY SIZE

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& LOCATION INFILL S.D. 14/SS107

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EXISTING 8" HOLLOWCORE ROOF PLANK W/

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S.D.L. = 60 PSF (INCLUDES 3" CONC. TOPPING)

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S.L.L. = 80 PSF (ROOMS & OFFICE)

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S.L.L. = 150 PSF

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STAIR 1

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ELEV.

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STAIR 2

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NEW 3" CONC. TOPPING.

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EXTENSION.

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SS107

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(E)COL. "F"

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(E)COL. "F"

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(E)COL. "F"

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(E)COL. "F"

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(E)COL. "F"

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(E)COL. "F"

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(E)COL. "F"

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(E)COL. "F"

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(E)COL. "D"

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(E)COL. "D"

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(E)COL. "D"

AutoCAD SHX Text L-1

AutoCAD SHX Text L-3

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SS107

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SS107

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SS107

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SS107

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SS106

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SS107

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SS106

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SS107

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SS107

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SS107

AutoCAD SHX Text 17'-3"

AutoCAD SHX Text 9'-5"

AutoCAD SHX Text 4.7

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 20'-1 3/4"

AutoCAD SHX Text 16'-4"

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SS107

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SS107

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SS106

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S.D. 11/SS107

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S.D. 11/SS107

AutoCAD SHX Text L 8

AutoCAD SHX Text 2 - L 3 1/2 x 3 1/2 x 1/4"

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S.D. 17/SS106

AutoCAD SHX Text L-8

AutoCAD SHX Text L 4 x 3 1/2 x 1/4" GALV.

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EXIST.

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EXIST.

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EXIST.

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EXIST.

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EXIST.

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(E)COL. "F"

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AutoCAD SHX Text W 6x15

AutoCAD SHX Text W 8x24

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SIM.

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CENTER NEW OPENING ON JOINT BETWEEN 2 PANELS.

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GROUT CORES SOLID 5'-0" FROM GRID '5'.

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ADD STEEL TO SUPPORT CUT PANELS. SHIM TIGHT

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TO CUT PANELS, S.D. 2/S107 & 6/S107.

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SS107

AutoCAD SHX Text 5'-0"

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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2201 12TH STREET NORTH, STE. E

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OBERMILLER-NELSON ENGINEERING, INC

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1020 36TH STREET SW

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FARGO, NORTH DAKOTA 58103

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HEYER ENGINEERING

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STRUCTURAL

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BUILDING COMMISSIONING

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MECHANICAL, FIRE PROTECTION & ELECTRICAL

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FARGO, NORTH DAKOTA 58102

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CIVIL

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2201 12TH STREET NORTH, STE. E

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COMMISSIONING SOLUTIONS

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FARGO, NORTH DAKOTA 58102

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HANSEN THORP PELLINEN OLSON, INC

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7510 MARKET PLACE DRIVE

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EDEN PRAIRIE, MN 55344

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DATE

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REVISION

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DRAWING TITLE

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APPROVED: CHIEF OF STAFF

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APPROVED: HEALTH CARE SYSTEM DIRECTOR

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APPROVED: CHIEF OF POLICE

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APPROVED: DIRECTOR FMS

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DATE:

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APPROVED: SAFETY MANAGER

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DATE:

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APPROVED: GEMS COORDINATOR

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APPROVED: PROJECTS SECTION MANAGER

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APPROVED: SERVICE LINE DIRECTOR

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DATE:

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DATE:

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DATE:

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APPROVED: INFECTION CONTROL NURSE

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APPROVED: PATIENT SAFETY

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DATE:

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DATE:

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DATE:

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CHECKED BY

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ST.CLOUD, MN 56303

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VA MEDICAL CENTER

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LOCATION

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DATE:

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DATE:

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DRAWING NO.

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DRAWN

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DWG. OF

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PROJECT TITLE

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PLOT SCALE

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PROJECT NO.

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DATE:

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APPROVED: ASSOCIATE HEALTH CARE SYSTEM DIRECTOR

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FOSS PROJ. NO. 1327.00

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111-SS102

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EXPAND / CONSTRUCT

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OUTPATIENT MENTAL

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HEALTH CLINIC

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AutoCAD SHX Text 1 : 1

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AutoCAD SHX Text 11/30/18

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FIRST FLOOR FRAMING

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PLAN

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CORE DRILL THRU HOLLOWCORE FOR PIPES. VER.

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SIZE W/ MECH.

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REG. NO: 19787

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THE STATE OF MINNESOTA.

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REGISTERED ENGINEER UNDER THE LAWS OF

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MY DIRECT SUPERVISION AND THAT I AM A DULY

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OR REPORT WAS PREPARED BY ME OR UNDER

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I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION

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DATE: %%U

11-30-18

NORTH

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MECHANICAL PLATFORM FLOOR FRAMING PLAN

AutoCAD SHX Text 1/8" = 1'-0"

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HOLLOWCORE BRG. EL. = 126'-3" (U.O.N.)

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1. SEE SHEET SS101 FOR STRUCTURAL NOTES

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KEYNOTES:

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NOTES:

AutoCAD SHX Text J

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text 21'-0"

AutoCAD SHX Text 165'-8"

AutoCAD SHX Text 99'-8"

AutoCAD SHX Text 21'-0"

AutoCAD SHX Text 24'-0"

AutoCAD SHX Text (E)W 24x55

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(E)COL. "C"

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(E)COL. "C"

AutoCAD SHX Text (E)W 24x62

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S.D.L. = 60 PSF (INCLUDES 3" CONC. TOPPING)

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S.L.L. = 80 PSF

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EXISTING 8" HOLLOWCORE ROOF PLANK W/

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AutoCAD SHX Text REMOVE C 4x5.4- BRACE S.D. 3/SS108

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AutoCAD SHX Text (E)W 21x50

AutoCAD SHX Text (E)W 24x55

AutoCAD SHX Text (E)W 21x44

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ROOF BELOW

AutoCAD SHX Text 23'-7"

AutoCAD SHX Text 19'-5"

AutoCAD SHX Text 82'-8"

AutoCAD SHX Text 171'-6"

AutoCAD SHX Text 20'-5"

AutoCAD SHX Text 20'-3 1/2"

AutoCAD SHX Text 17'-3"

AutoCAD SHX Text 20'-5"

AutoCAD SHX Text 38'-0"

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AutoCAD SHX Text 18'-10"

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AutoCAD SHX Text 19'-5 1/2"

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AutoCAD SHX Text 101'-0"

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(E) W 16x26

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(E) W 16x26

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2 REINFORCE ALL MASONRY WALLS @ 3'-4" O.C. (U.O.N.)

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NEW 3" TOPPING

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(E) H.C. W/

AutoCAD SHX Text TS 6 x 6 x 5/16"

AutoCAD SHX Text TS 6 x 6 x 3/8"

AutoCAD SHX Text TS 6 x 6 x 1/2"

AutoCAD SHX Text TS 6 x 6 x 1/4"

AutoCAD SHX Text TS 4 x 4 x 1/4"

AutoCAD SHX Text TS 5 x 5 x 1/4"

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COLUMN SCHEDULE

AutoCAD SHX Text "E"

AutoCAD SHX Text "F"

AutoCAD SHX Text…

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