CONTRACTOR ENTRANCEADA ENTRANCE

AND ELEVATOR

PUBLIC AND VISITOR PARKING LOCATION

APPROX. PROJECT LOCATION

CONCURRENT PROJECT

AT FRONT STEPS, NO

ACCESS AVAILABLE

HAUL OFF MATERIAL OR SMALL DUMPSTER

FOR SHORT PERIOD OF TIME. COORDINATE

EXACT LOCATION WITH FACILITY/CM

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DOC MPCF GYM FLOOR REPAIR

STATE OF IOWA

1200 E. WASHINGTON ST., MT. PLEASANT, IA 52641

G000

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SHEET LIST

SHEET NAME

G000 COVER SHEET

S000 STRUCTURAL GENERAL INFORMATION AND DETAILS

S100 CELL BLOCK 10 PLANS AND PHOTO

S110 LIBRARY PLANS

S120 GYM FLOOR PLANS AND PHOTOS

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL

MY LICENSE RENEWAL DATE IS DECEMBER 31,

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF IOWA.

{{t:s;r:y;o:"Structural";w:135;h:35;}} {{t:t;r:y;o:"Structural";l:"Date";w:110;h:30;}}

PRINTED OR TYPED NAME

SIGNATURE DATE

LICENSE NUMBER

Steven W. Brase

ALL

STRUCTURAL ENGINEER

NOT TO SCALE1

FACILITY IMAGE

NOT TO SCALE2

SITE LOCATION

- DAS PROJECT NUMBER: 9297.00

NOT TO SCALE3

LIBRARY WORK AREA

PROJECT DESCRIPTION:

THE REASON FOR THIS PROJECT IS TO

ADDRESS THE PROBLEM OF A DOWNWARD

DEFLECTED AREA OF THE GYMNASIUM

FLOOR. THIS DEFLECTED FLOOR APPEARS

TO BE A RESULT OF SOME STRUCTURAL

WALLS BEING REMOVED YEARS AGO IN

THE AREA BENEATH THIS DEFLECTED

FLOOR. THE SCOPE OF THIS WORK IS TO

MORE SECURELY SHORE UP THIS AREA

AND TO, IF POSSIBLE, RAISE THE EXISTING

FLOOR SLIGHTLY TO DECREASE THE

VERTICAL FLOOR SAG.

6-20-2023

1. STRUCTURAL STEEL SHALL CONFORM TO THE REFERENCED EDITION OF THE AISC

"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS".

2. STRUCTURAL STEEL MATERIAL STANDARDS

WIDE FLANGE SECTIONS ASTM A992 Fy = 50 KSI ANGLES, CHANNELS & PLATES ASTM A36 Fy = 36 KSI SQUARE AND RECTANGULAR HSS ASTM A500, GR C Fy = 50 KSI ROUND HSS ASTM A500, GR C Fy = 46 KSI CAP AND BASE PLATE ASTM A36 Fy = 36 KSI

3. STRUCTURAL STEEL CONNECTION STANDARDS:

HIGH STRENGTH BOLTS ASTM F3125 GRADE A325

HEAVY HEX NUT ASTM A563

WASHERS ASTM F436

ANCHOR RODS ASTM F1554 GRADE 36

WELDING ELECTRODES (CARBON STEEL) AWS 5.1, E70XX

4. WELDING SHALL BE IN ACCORDANCE WITH STRUCTURAL WELDING CODE, AWS D1.1, LATEST

EDITION, AND SHALL BE PERFORMED BY CERTIFIED WELDERS ONLY USING PROPER

ELECTRODES FOR MATERIAL BEING WELDED. PROVIDE WELD SIZE IN ACCORDANCE WITH AISC

SPECIFICATIONS, BUT NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS OTHERWISE NOTED.

5. ALL HIGH STRENGTH BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH RCSC -

"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." SEE DRAWINGS

FOR BOLTS SIZES. USE 3/4" DIAMETER, A325 BOLTS UNLESS NOTED OTHERWISE.

6. ALL BOLTED CONNECTIONS ARE BEARING TYPE, UNLESS INDICATED AS TENSION CONTROLLED

(TC) OR SLIP CRITICAL (SC). PROVIDE STANDARD HOLES FOR BEARING TYPE CONNECTION

WHICH ARE 1/16" WIDER DIAMETER THAN THE BOLT.

7. ALL EXTERIOR EXPOSURE STEEL FRAMING, STEEL LINTEL ASSEMBLIES, BRICK RELIEF ANGLES

AND CONNECTORS SHALL BE HOT DIPPED GALVANIZED. ITEMS INDICATED TO BE GALVANIZED

SHALL BE HOT-DIP GALVANIZED IN COMPLIANCE WITH ASTM A123.

8. AFTER FABRICATION, ALL STEEL SHALL BE CLEANED OF ALL RUST, LOOSE MILL SCALE AND

OTHER FOREIGN MATERIALS. STEEL SHALL BE HAND TOOLED CLEANED (SSPC-SP2) OR POWER

TOOL CLEANED (SSPC-SP3).

9. ALL STRUCTURAL STEEL WILL HAVE ONE COAT OF FABRICATOR'S STANDARD LEAD AND

CHROMATE-FREE RUST INHIBITIVE PRIMER APPLIED PRIOR TO DELIVERY TO THE JOB SITE

UNLESS NOTED OTHERWISE. ALL AREAS OF STRUCTURAL STEEL MEMBERS IN WHICH THE

PRIMER COATED SURFACE IS DAMAGED DURING CONSTRUCTION SHALL BE TOUCHED UP WITH

MATCHING PRIMER.

10. THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS FOR THE WORK OF

OTHER TRADES WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF

RECORD.

11. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORES, GUYS, BRACES AND OTHER

SUPPORTS DURING ERECTION TO KEEP STRUCTURAL STEEL SECURE, PLUMB AND IN

ALIGNMENT AGAINST TEMPORARY CONSTRUCTION LOADS AND LOADS EQUAL TO DESIGN

LOADS. REMOVE ALL TEMPORARY SUPPORTS WHEN PERMANENT STRUCTURAL STEEL

FRAMING AND CONNECTIONS ARE COMPLETED.

12. MAINTAIN ERECTION TOLERANCES OF STRUCTURAL STEEL WITHIN AISC 303, "CODE OF

STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES."

13. DO NOT ENLARGE MISALIGNED BOLT HOLES BY BURNING OR THERMAL CUTTING. REAM HOLES

THAT MUST BE ENLARGED TO INSTALL BOLTS.

14. NON-SHRINK GROUT IS TO COMPLY WITH ASTM C1107/C1107M, FACTORY-PACKAGED,

NONMETALLIC AGGREGATE GROUT, NONCORROSIVE AND NONSTAINING, MIXED WITH WATER

TO CONSISTENCY SUITABLE FOR APPLICATION AND A 30-MINUTE WORKING TIME.

STRUCTURAL STEEL

1. CODES:

A. INTERNATIONAL BUILDING CODE (IBC) 2018

B. AMERICAN CONCRETE INSTITUTE - BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE (ACI 318)

C. AMERICAN CONCRETE INSTITUTE - BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES (ACI 530)

D. AMERICAN INSTITUTE OF STEEL CONSTRUCTION - SPECIFICATION FOR STRUCTURAL

STEEL BUILDINGS (AISC 360)

ALLOWABLE STRENGTH DESIGN (ASD)

E. AMERICAN SOCIETY OF CIVIL ENGINEERS AND STRUCTURAL ENGINEERING INSTITUTE

(ASCE/SEI 7) - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

F. AMERICAN WELDING SOCIETY D1.1

2. DESIGN LOADS PER THE 2018 IBC (RISK CATEGORY II)

A. DEAD LOADS

STRUCTURE SELF WEIGHT AS SHOWN

CEILING, MEP & FP 10 PSF

ROOFING SYSTEM 10 PSF

B. LIVE LOADS

TYPICAL ROOF LIVE LOAD - 20 PSF

TYPICAL FLOOR LIVE LOADS (REDUCIBLE PER IBC 1607.10)

CORRIDORS 100 PSF

C. DEFLECTION CRITERIA

a. FLOOR LIVE LOAD L/360

b. ROOF LIVE LOAD L/240

DESIGN INFORMATION

1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO SUPPLEMENT THE DRAWINGS AND

SPECIFICATIONS. SHOULD CONFLICTS EXIST BETWEEN THESE DRAWINGS AND THE

SPECIFICATIONS NOTIFY THE ENGINEER OF ANY SUCH CONFLICTS.

2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL PROJECT DRAWINGS AND

SPECIFICATIONS. REFER TO ALL DRAWINGS FOR THE COORDINATION OF THE WORK IN THIS

PROJECT.

3. THE INTENT OF THESE PLANS AND NOTES IS TO PRESENT THE PROJECT REQUIREMENTS.

MAJOR DETAILS HAVE BEEN SHOWN ON THE DRAWINGS. HOWEVER, CERTAIN MINOR DETAILS

MUST BE WORKED OUT IN THE FIELD OR SHOP DRAWING PROCESS BY THE CONTRACTOR.

4. UNLESS NOTED OTHERWISE, DETAILS SHOWN ON DRAWINGS ARE TO BE CONSIDERED TYPICAL

FOR ALL SIMILAR CONDITIONS.

5. THE STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING AFTER THE STRUCTURE

IS FULLY ERECTED AND ALL CONNECTIONS ARE COMPLETED. UNLESS NOTED OTHERWISE, THE

DRAWINGS DO NOT INDICATE THE MEANS AND METHODS OF CONSTRUCTION. IT IS SOLELY THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURE AND SEQUENCING

TO ENSURE THE SAFETY OF THE EXISTING BUILDNG AND STRUCTURE AND ITS COMPONENT

PARTS DURING ERECTION. THIS INCLUDES THE ADDITION TEMPORARY BRACING, GUYS AND TIE-

DOWNS NECESSARY FOR THE ERECTION PROCESS.

6. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW THE APPLICABLE SAFETY CODES

AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.

7. CONTRACTOR'S CONSTRUCTION AND ERECTION SEQUENCE SHALL CONSIDER THE EFFECTS OF

THERMAL MOVEMENTS OF THE STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.

8. EXISTING CONDITIONS:

A. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS

RELATING TO EXISTING CONSTRUCTION AND EXISTING SERVICES ON SITE. THE

CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOCATIONS OF EXISTING COLUMNS,

WALLS, OPENINGS, ETC, WITH THE ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING

WITH THE WORK. ANY DISCREPANCIES WITH THE CONTRACT DOCUMENTS SHALL BE

REPORTED TO THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH THE AFFECTED

PART OF THE WORK.

B. DURING CONSTRUCTION THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH

ARE NOT KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION (DISCOVERY).

SUCH CONDITIONS MAY INTERFERE WITH THE NEW CONSTRUCTION OR REQUIRE

PROTECTION AND/OR SUPPORT OF EXISTING WORK DURING CONSTRUCTION. IT MAY ALSO

CONSIST OF DAMAGED OR DETERIORATION OF STRUCTURAL MATERIALS OR COMPONENTS

WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING(S). THE

CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCOVERIES WHICH MAY INTERFERE

WITH THE PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE STRUCTURAL INTEGRITY

OF THE BUILDING(S) PRIOR TO PROCEEDING WITH THE WORK RELATED TO SUCH

DISCOVERIES.

C. DURING THE CONSTRUCTION PROCESS, IT SHALL BE SOLELY THE CONTRACTOR'S

RESPONSIBILITY TO MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE AND TO

PROTECT IT FROM DAMAGE ANY PORTIONS THAT ARE TO REMAIN.

D. CONTRACTOR SHALL INVESTIGATE THE SITE DURING EARTHWORK OPERATIONS FOR FILL

MATERIAL OR BURIED STRUCTURES. IMMEDIATELY, NOTIFY THE ENGINEER IF ANY SUCH

MATERIALS OR STRUCTURES ARE DISCOVERED.

9. STRUCTURAL COORDINATION

A. MECHANICAL, ELECTRICAL OR PLUMBING LOADS, OPENINGS AND SUPPORT FRAMING ARE

SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL OBTAIN APPROVAL OF THE

MECHANICAL, ELECTRICAL OR PLUMBING CONTRACTOR BEFORE PROCEEDING WITH SUCH

PORTION OF THE WORK.

B. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL OPENINGS, HOLES AND

SLEEVES THROUGH STRUCTURAL ELEMENTS WITH THE MECHANICAL, ELECTRICAL AND

PLUMBING CONTRACTORS. NO OPENINGS SHALL PASS THROUGH STRUCTURAL MEMBERS

UNLESS SHOWN ON THE DRAWINGS OR APPROVED BY THE ENGINEER.

C. EXCESS COST DUE TO VARIATION IN THE STRUCTURE TO ACCOMMODATE A SUBSTITUTION

OR ALTERNATE MANUFACTURER(S) FROM THE LISTED BASIS OF DESIGN SHALL BE BORNE

BY THE CONTRACTOR.

10. BEFORE SUBMITTING A BID, EACH BIDDER SHALL VISIT THE SITE AND BECOME FULLY

ACQUAINTED WITH THE EXISTING CONDITIONS, CONSTRUCTION REQUIREMENTS,

RESTRICTIONS, QUANTITIES AND EQUIPMENT NECESSARY TO COMPLETE THE WORK. THE BID

SHALL INCLUDE ALL ITEMS REQUIRED TO COMPLETE THE WORK WITHIN THE EXISTING

CONDITIONS. DISRUPTION OF THE OWNERS NORMAL ACTIVITIES AROUND THE CONSTRUCTION

SITE SHALL BE KEPT TO A MINIMUM.

11. THE COST OF ADDITIONAL DESIGN WORK DUE TO ERRORS AND OMISSIONS BY THE

CONTRACTOR DURING CONSTRUCTION SHALL BE BORNE BY THE RESPONSIBLE CONTRACTOR.

12. ANY ENGINEERING DESIGN PROVIDED BY OTHER AND SUBMITTED FOR REVIEW OR RECORD

SHALL BEAR THE STAMP AND SIGNATURE OF A PROFESSIONAL STRUCTURAL ENGINEER

REGISTERED IN THE STATE WHERE THE PROJECT EXISTS.

13. CONTRACTOR SHALL COORDINATE WORK SCHEDULES WITH THE OWNER TO ESTABLISH

CONSTRUCTION SEQUENCING AROUND ANY OCCUPIED AREAS. CONTRACTOR SHALL NOT

PROCEED TO OCCUPIED AREAS UNTIL AUTHORIZED BY THE OWNER.

14. ALL ELEMENTS AND SURFACES DAMAGED BY DEMOLITION, BUT NOT SCHEDULED FOR REMOVAL

SHALL BE REPAIRED AND REFINISHED TO MATCH THE ADJACENT SURFACES AT NO ADDITIONAL

COST TO THE OWNER.

15. CONTRACTOR SHALL REMOVE ALL DEBRIS AND WASTE MATERIALS RESULTING FROM

CONSTRUCTION FROM THE SITE, UNLESS NOTED OTHERWISE.

16. CONTRACTOR SHALL MINIMIZE CREATION OF DUST, DIRT AND WINDBORNE DEBRIS FROM

BLOWING ACROSS THE SITE AND ONTO ADJACENT SITES.

17. CONTRACTOR SHALL COVER ANY EXTERIOR OPENING WITH TEMPORARY CLOSURES WHEN NOT

WORKING ON SITE TO PROTECT THE INTERIOR SPACES FROM WEATHER, INSECTS, RODENTS

AND INTRUDERS.

GENERAL NOTES

1. CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL THE FOLLOWING SUBMITTALS FOR

EACH MATERIAL INDICATED BELOW.

2. STRUCTURAL STEEL

A. STRUCTURAL STEEL SHOP DRAWINGS SHOWING COMPLETE DIMENSIONS, DETAILS, SIZES,

AND GRADES OF STEEL MEMBERS AND CONNECTIONS, SIZE, TYPE, AND NUMBER OF

WELDS SHALL BE PREPARED AND SUBMITTED FOR APPROVAL PRIOR TO FABRICATION OF

STEEL COMPONENTS.

B. TWIST JACK INFORMATION INDICATING CONFORMANCE WITH REQUIRED LOADING

CAPACITY.

3. NON-SHRINK GROUT

A. SUBMIT PRODUCT DATA INDICATING CONFORMANCE WITH REQUIREMENTS.

SUBMITTALS

4" 4"

5"

3/4" THICK BASEPLATE

COLUMN PER PLAN

5/8" Ø A36 THREADED ROD

w/ SIMPSON SET-3G EPOXY (3 1/2" EMBED) w/ 5"

PROJECTION

SET BASEPLATE ON 1 1/2"±

NON-SHRINK GROUT

3/16

EXISTING BEAM EMBEDDED IN

CONCRETE, SIZE UNKNOWN

PL1/2x4x0'-8" TOP PLATE

CONCRETE NOT

SHOWN FOR CLARITY

POST PER PLAN

3/16

3/16

6" 6"

/2

/2

BEAM PER PLAN

PLATE PER DETAIL D2/S000

L4x4x3/8x0'-6" w/ (4) 3/4" Ø A325 BOLTS

BEAM PER PLAN

FIELD VERIFY

12 1/2"

3/16 3-12

STAGGERED

BEAM

BEAM PER PLAN

PL1/2x12xCONT, CENTERED ON BEAM

1"± NON-SHRINK GROUT

EXISTING BRICK/PLASTER WALL,

REMOVE MINIMUM OF 2 COURSES OF

BRICK AND DEMO ADDITIONAL AS REQ'D

TO ACHIEVE LEVEL BEARING SURFACE

AND FIT NEW SUPPORT BEAMS

1 1/2" 5" 1 1/2"

BEAM PER PLAN

TOP PLATE PER TWIST JACK MANUFACTURER,

MODIFY TOP PLATE TO HAVE 9/16" Ø BOLT

HOLES AT SPACING SHOWN BY 3" GAUGE

(4) 1/2" Ø A325 BOLTS

TWIST JACK, MATCH KEYNOTE ON PLAN OR

SUBMIT ALTERNATIVE FOR APPROVAL

1'-4 1/4"

/4

TWIST JACK PER PLAN, COORDINATE

ENCLOSURE SIZE w/ BASEPLATE SIZE

2x4 CFMF STUDWALL

5/8" DRYWALL, IMPACT RESISTANT

1/4" Ø TITEN TURBO SCREWS (2" EMBED),

(2) PER SIDE OF ENCLOSURE

MATCH EXISTING BASE MATERIAL IN LIBRARY;

3" WOOD BASE, STAINED DARK, SMALL

RADIUS AT TOP

ENCLOSURE TO BE INSTALLED AFTER TWIST JACK ADJUSTMENT TRIPS HAVE

BEEN COMPLETED AND DIRECTION TO PROCEED IS RECEIVED FROM THE CM

(6 MONTHS TO 1-YEAR FOLLOWING PARTIAL SUBSTANTIAL COMPLETION OF

CONSTRUCTION)

PAINT ENCLOSURE TO MATCH LIBRARY WALLS

TWIST JACK PER PLAN

2x4 CFMF STUDWALL

5/8" DRYWALL, IMPACT RESISTANT

#10 SELF-TAPPING SCREWS, (4)

PER HEADER-BEAM CONNECTION

BEAM PER PLAN

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BASEPLATE BP1

1' 01 1/2" = 1'-0"E1

COLUMN TOP PLATE

1' 01 1/2" = 1'-0"F1

CLIP ANGLE CONNECTION

1'

01 1/2" = 1'-0"D2

BEAM AT EXISTING BRICK

1'

01 1/2" = 1'-0"G1

T/TWIST JACK DETAIL

1'

01 1/2" = 1'-0"E2

TWIST JACK ENCLOSURE

1' 01 1/2" = 1'-0"F2

ENCLOSURE TOP CONNECTION

1'

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GYMNASIUM

CONTRACTOR PATHWAYS

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NEW COLUMN PER PLAN,

PAINT TO MATCH EXISTING

EXISTING COLUMN PER PLAN

NEW COLUMN TOP PLATE PER DETAIL E1/S000

EXISTING BEAM CAST INTO CONCRETE, ATTACH

NEW COLUMN TO EXISTING BEAM PER DETAIL

MAINTAIN 8" MINIMUM CLEARANCE BETWEEN NEW

COLUMN AND CELL DOOR OPERATOR AT TOP OF CELL

MAINTAIN 12" MINIMUM CLEARANCE BETWEEN

NEW COLUMN AND CELL DOOR EXTERIOR FACE

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LEVEL 1 FLOOR PLAN - NORTH (CELL BLOCK 10)

12'

N

01/8" = 1'-0"C5

LEVEL 1 FLOOR PLAN - SOUTH (CELL BLOCK 10)

12'

KEYNOTES

KEY NOTE

S01 NEW COLUMN SIZE CALLED OUT ON PLAN. ATTACH TOP AND

BOTTOM OF COLUMN PER DETAILS ON SHEET S000. TOP OF

FLOOR SLAB TO BOTTOM OF BEAM OVERHEAD IS

APPROXIMATELY 8'-1 1/2". CONTRACTOR SHALL FIELD VERIFY

THIS DIMENSION PRIOR TO ORDERING STEEL.

01 1/2" = 1'-0"F5

CELL BLOCK 10 COLUMN

ADA ENTRANCE

ELEVATOR

ACCESS FROM SIDE DOORS DUE

TO FRONT STEPS PROJECT;

STAIR WILL BE UNLOCKED

SALLY PORT

SECURE

NON-SECURE

WAITING AREA

MAIN ENTRANCE

STEP

DOWN

STEP

UP

STEP

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TW

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STAIRS

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1'-0"

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APPROX. DUCTWORK LOCATION,

PROTECT DURING CONSTRUCTION

CONDUIT FOR FIRE ALARM,

TO BE MOVED BY FACILITY

S

F

EXISTING LIGHT

EXISTING DIFFUSER

EXISTING SPEAKER

EXISTING FIRE ALARM

ALL DEVICES TO BE PROTECTED

OR REMOVED AND PUT BACK IN

PLACE AT END OF CONSTRUCTION

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01/8" = 1'-0"A5

LEVEL 2 FLOOR PLAN - NORTH (LIBRARY)

12'

N

01/8" = 1'-0"D5

LEVEL 2 FLOOR PLAN - SOUTH (LIBRARY)

12'

N

01/8" = 1'-0"F5

LEVEL 2 REFLECTED CEILING PLAN (LIBRARY)

12'

KEYNOTES

KEY NOTE

S02 TWIST JACK LOCATION, BASIS OF DESIGN IS "HEAVY DUTY STEEL LIFTING SHORE" BY ELLIS

MANUFACTURING. SUBMIT ALTERNATIVE FOR ENGINEER APPROVAL PRIOR TO BIDDING.

APPROXIMATE RANGE OF MOVEMENT FOR TWIST JACK IS 127" TO 151", CONTRACTOR TO

VERIFY WITH AMOUNT OF SELECTIVE BRICK DEMOLITION. ATTACH JACKS TO FLOOR SLAB

WITH 1/2" Ø SIMPSON TITEN HD ANCHORS (3" EMBED) OR PRE-APPROVED EQUAL. TWIST

JACK TO HAVE MINIMUM CAPACITY OF 11,500 POUNDS.

S03 CONTRACTOR SHALL RETURN MONTHLY AND JACK THE GYM FLOOR UP 1/4" AT A TIME. THEN

TIGHTEN THE TWIST JACKS TO MAINTAIN THE NEW FLOOR ELEVATION, UNTIL THE FLOOR

HAS BEEN RAISED 1 1/2" IN TOTAL (INCLUDE 6 ADJUSTMENT TRIPS IN YOUR BASE BID).

CONTRACTOR SHALL COORDINATE TRIPS WITH FACILITY AND CM. ENGINEER MAY REVISE

PROPOSED ADJUSTMENT AMOUNTS AND DURATIONS BASED ON RESULTS FROM PREVIOUS

ADJUSTMENTS. CONTRACTOR SHALL ACCOMMODATE ADJUSTMENT SCHEDULING FOR UP TO

ONE YEAR FROM SUBSTANTIAL COMPLETION OF CONSTRUCTION.

S04 EXISTING ACT CEILING TO REMAIN.

S05 REMOVE AND REPLACE EXISTING ACT CEILING (TILES AND GRIDS) AS REQUIRED TO INSTALL

FRAMING. REINSTALL GRID AND REPLACE TILES WITH USG RADAR CLIMAPLUS 2'-0"X4'-0"

CEILING PANELS (OR EQUAL), TO BE COMPATIBLE WITH EXISTING GRID. FIELD MATCH

EXISTING REINSTALLED GRID SYSTEM PROFILE. SUBMIT FOR APPROVAL PRIOR TO

INSTALLATION. PROTECT OR REMOVE AND REPLACE ANY LIGHT FIXTURE AND MECHANICAL

DUCTWORK IN LOCATIONS WHERE ACT CEILING IS REMOVED.

S06 FACILITY CAN REMOVE SAFETY SCREENS AND OPEN WINDOWS ALONG THE WEST WALL FOR

CONTRACTOR TO GET MATERIALS INTO THE LIBRARY. WINDOWS ARE APPROXIMATELY 3'-6"

IN WIDTH. COORDINATE WINDOW ACCESS REQUIREMENTS WITH FACILITY AND CM.

CONTRACTOR IS RESPONSIBLE FOR ALL MATERIAL ACCESS REQUIREMENTS AND

EQUIPMENT REQUIRED FOR SECOND FLOOR WINDOW DELIVERIES.

S10 BUILD STUDWALL ENCLOSURE AROUND TWIST JACKS AFTER GYMNASIUM FLOOR LIFTING

HAS FINISHED PER DETAIL E2/S000. ATTACH TOP OF ENCLOSURE TO BEAMS OVERHEAD PER

DETAIL F2/S000.

S12 FACILITY TO REMOVE AND RELOCATE BOOK SHELVES AND FURNITURE IN LIBRARY PRIOR TO

CONSTRUCTION - COORDINATE ACCESS REQUIREMENTS WITH FACILITY AND CM.

01/2" = 1'-0"G6

CEILING DEVICE LEGEND

3'

LOAD-BEARING WALL BELOW

FIELD VERIFY

8'-7 1/2"

FIELD VERIFY

13'-8"

F

IE

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D2 S000

F1 S000

S06

F

S

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S08

S11

S09

CELL BLOCK 10

LIBRARY

GYMNASIUM

CONTRACTOR PATHWAYS

NORTH EXISTING BRICK WALL, 3

COURSES OF PLASTER WILL BE

REMOVED BY OTHERS, BOTH SIDES

WEST EXISTING BRICK WALL, 3

COURSES OF PLASTER WILL BE

REMOVED BY OTHERS, BOTH SIDES

ELECTRICAL CONDUIT TO BE

PROTECTED OR MOVED

DUCTWORK TO BE

PROTECTED OR MOVED

ACT CEILING, TO BE

REMOVED AND REPLACED,

T/LIBRARY FLOOR TO B/ACT

CEILING = 9'-11 1/2" FV

EXISTING CONCRETE FLOOR,

T/LIBRARY FLOOR TO

B/CONCRETE = 13'-1" FV

COMMUNICATION CABLES ON

TOP OF ACT TO BE SUPPORTED

AND PROTECTED

SEE HAZARDOUS MATERIAL

REPORT FOR MORE

INFORMATION ON PLASTER

SOUTH EXISTING BRICK WALL, 3

COURSES OF PLASTER WILL BE

REMOVED BY OTHERS, BOTH SIDES

WEST EXISTING BRICK WALL, 3

COURSES OF PLASTER WILL BE

REMOVED BY OTHERS, BOTH SIDES

ELECTRICAL CONDUIT TO BE

PROTECTED OR MOVED

DUCTWORK TO BE

PROTECTED OR MOVED

ACT CEILING, TO BE

REMOVED AND REPLACED,

T/LIBRARY FLOOR TO B/ACT

CEILING = 9'-11 1/2" FV

EXISTING CONCRETE FLOOR,

T/LIBRARY FLOOR TO

B/CONCRETE = 13'-1" FV

SEE HAZARDOUS MATERIAL

REPORT FOR MORE

INFORMATION ON PLASTER

LOAD-BEARING WALL BELOW

NORTH EXISTING BRICK WALL, 3

COURSES OF PLASTER WILL BE

REMOVED BY OTHERS, BOTH SIDES

DEMOLISH BRICK AS REQ'D TO

FIT NEW FRAMING BELOW

ELECTRICAL CONDUIT TO BE

PROTECTED OR MOVED

ACT CEILING, TO BE

REMOVED AND REPLACED,

T/LIBRARY FLOOR TO B/ACT

CEILING = 9'-11 1/2" FV

PLASTER CEILING, T/LIBRARY FLOOR

TO B/PLASTER CEILING = 11'-7 1/2" FV

SEE HAZARDOUS MATERIAL

REPORT FOR MORE

INFORMATION ON PLASTER

LOAD-BEARING WALL BELOW

SOUTH EXISTING BRICK WALL, 3

COURSES OF PLASTER WILL BE

REMOVED BY OTHERS, BOTH SIDES

DEMOLISH BRICK AS REQ'D TO

FIT NEW FRAMING BELOW

ELECTRICAL CONDUIT TO BE

PROTECTED OR MOVED

ACT CEILING, TO BE

REMOVED AND REPLACED,

T/LIBRARY FLOOR TO B/ACT

CEILING = 9'-11 1/2" FV

PLASTER CEILING, T/LIBRARY FLOOR

TO B/PLASTER CEILING = 11'-7 1/2" FV

SEE HAZARDOUS MATERIAL

REPORT FOR MORE

INFORMATION ON PLASTER

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01/8" = 1'-0"A5

LEVEL 3 FLOOR PLAN - NORTH (GYM)

12'

N

01/8" = 1'-0"C5

LEVEL 3 FLOOR PLAN - SOUTH (GYM)

12'

KEYNOTES

KEY NOTE

S06 FACILITY CAN REMOVE SAFETY SCREENS AND OPEN WINDOWS ALONG

THE WEST WALL FOR CONTRACTOR TO GET MATERIALS INTO THE

LIBRARY. WINDOWS ARE APPROXIMATELY 3'-6" IN WIDTH. COORDINATE

WINDOW ACCESS REQUIREMENTS WITH FACILITY AND CM. CONTRACTOR

IS RESPONSIBLE FOR ALL MATERIAL ACCESS REQUIREMENTS AND

EQUIPMENT REQUIRED FOR SECOND FLOOR WINDOW DELIVERIES.

S07 REMOVE BRICK AS REQ'D TO INSTALL FRAMING UP AGAINST

LOAD-BEARING WALL, SEE DETAIL F5/S120 FOR MORE INFORMATION.

S08 REMOVE BRICK AS REQ'D TO INSTALL FRAMING UP AGAINST

LOAD-BEARING WALL, SEE DETAIL F6/S120 FOR MORE INFORMATION.

S09 ATTACH TWIST JACKS TO WIDE FLANGE BEAMS PER DETAIL G1/S000.

S11 REMOVE MINIMUM 2 COURSES OF BRICK PRIOR TO INSTALLATION OF

FRAMING. THIS SHOULD ALLOW FRAMING TO PASS OVER EXISTING

MECHANICAL DUCT.

01 1/2" = 1'-0"F2

NORTH EXISTING BRICK

1'

01 1/2" = 1'-0"F3

SOUTH EXISTING BRICK

1'

01 1/2" = 1'-0"F5

NORTH BRICK END

1'

01 1/2" = 1'-0"F6

SOUTH BRICK END