P17 IFC Structural Plans.pdf

GOVERNING CODE:

GC-1. GOVERNING CODE AND REFERENCES:

• INTERNATIONAL BUILDING CODE 2015

• ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

• AISC 14TH EDITION STEEL CONSTRUCTION MANUAL

• ACI 318-14- BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

GC-2. DESIGN CRITERIA:

• ASCE 7 BUILDING RISK CATEGORY III

GC-3. SEISMIC LOADS:

• SITE CLASS = C

• Ss = 20.3% g (0.2 SECOND MCE SPECTRAL ACCELERATION)

• S1 = 10.4% G (1.0 SECOND MCE SPECTRAL ACCELERATION)

• SEISMIC DESIGN CATEGORY = B

• Sds = 16.2% g

• Sd1 = 11.7% g

• SEISMIC LOAD RESISTING SYSTEM (SLRS)

1. STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE

R = 3.0, OVERSTRENGTH = 3.0, DEFL. AMPLIFICATION FACTOR Cd = 3.0

GC-4. WIND LOADS:

• BASIC WIND SPEED (3 SECOND GUST) = 120 (MPH), STRENGTH WIND SPEED

• WIND EXPOSURE = C

• FOR SERVICEABILITY CALCULATIONS, THE BASIC WIND SPEED = 76 MPH (SERVICE WIND

SPEED BASED ON THE 10 YEAR MEAN REOCCURRENCE INTERVAL).

GC-5. SNOW LOADS:

• GROUND SNOW LOAD = 30 PSF

• SNOW EXPOSURE FACTOR Ce = 1.0

• SNOW LOAD IMPORTANCE FACTOR Is = 1.1

• ROOF THERMAL FACTOR Ct = 1.0

• BALANCED ROOF SNOW LOAD Pf = 22 PSF

• SEE PLANS FOR DRIFT AND SLIDING SNOW LOADS WHERE APPLICABLE

GC-6. LIVE LOADS:

• ROOF = 20 PSF

• MEZZANINE = 60 PSF

GC-7. DEAD LOADS (INCLUDING FRAMING):

• SELF WEIGHT OF STRUCTURAL SYSTEM

• COLLATERAL LOAD (ROOF) = 10 PSF

• CURTAIN WALL SYSTEMS = 15 PSF

GENERAL NOTES:

G-1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, COORDINATES AND

EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY THE OWNER'S

REPRESENTATIVE OF ANY DISCREPANCY IMMEDIATELY.

G-2. COORDINATE STRUCTURAL SHEETS WITH ALL OTHER SHEETS FOR PIPE SIZES AND

LOCATIONS, BEAM POCKETS, GRATING LEDGES, BLOCK OUTS, ELECTRICAL

REQUIREMENTS AND ANCHOR BOLT ATTACHMENTS.

G-3. STRUCTURAL SYSTEM IS DESIGNED TO WORK AS A COMPLETED SYSTEM, ANY

TEMPORARY SHORING OR BRACING NEEDED DURING CONSTRUCTION SHALL BE THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR; CONTRACTOR IS RESPONSIBLE FOR

ADEQUACY OF TEMPORARY SHORING.

G-4. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR

ADDITIONAL SLEEVES, INSERTS, ETC.

G-5. ALL SUBTERRANEAN STRUCTURES, UTILITIES, PIPING, ETC. IN THE AREA OF ALL

EXCAVATIONS TO BE LOCATED AND MARKED BY CONTRACTOR PRIOR TO EARTH REMOVAL

WORK. FLAGS OR PAINT ARE ACCEPTABLE METHODS. CONTRACTOR TO MAINTAIN

MARKERS UNTIL ALL EXCAVATION ACTIVITIES HAVE CEASED. COORDINATE WITH OWNER.

G-6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SITE SAFETY AND ALL

ACCIDENTS WHICH RESULT IN DEATH, PERSONAL INJURY OR DAMAGE TO PROPERTY

ARISING OUT OF OR IN CONNECTION WITH THE PERFORMANCE OF THE WORK, WHETHER

ADJACENT TO OR AT THE SITE.

G-7. NO PIPES OR SLEEVES FOR MECHANICAL TRADES SHALL PASS THROUGH

STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER.

G-8. ALL SECTIONS, DETAILS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE

TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE

SHOWN.

G-9. SHOP DRAWINGS PREPARED BY SUPPLIERS AND SUBCONTRACTORS SHALL BE

REVIEWED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTING TO THE ARCHITECT.

STRUCTURAL ENGINEER'S REVIEW SHALL BE FOR SIZES AND GENERAL CONFORMANCE

WITH INFORMATION GIVEN IN CONSTRUCTION DOCUMENTS ONLY. NO WORK SHALL BE

STARTED WITHOUT SUCH REVIEW. BASED ON SUCH REVIEWS, ACTIONS WILL BE NOTED

FOR EACH SHOP DRAWING SUBMITTAL AS LISTED BELOW:

• NO EXCEPTIONS TAKEN: FABRICATION, MANUFACTURING OR CONSTRUCTION MAY

PROCEED ON THE BASIS THAT THE SUBMITTAL IS IN CONFORMANCE WITH THE DESIGN

CONCEPT AND THE CONTRACT DOCUMENTS.

• FURNISH AS CORRECTED: FABRICATION, MANUFACTURING OR CONSTRUCTION MAY

PROCEED AFTER MAKING THE NOTED CORRECTIONS TO SATISFY COMPLIANCE WITH THE

DESIGN CONCEPT AND/OR THE CONTRACT DOCUMENTS.

• REVISE AND SUBMIT: NO FABRICATION, MANUFACTURING OR CONSTRUCTION MAY

PROCEED. RESUBMIT FOR REVIEW AFTER REQUESTED REVISIONS ARE MADE.

• SUBMIT SPECIFIED ITEM: NO FABRICATION, MANUFACTURING OR CONSTRUCTION MAY

PROCEED. SUBMIT SPECIFIED ITEM TO HANSON FOR REVIEW.

• REJECTED-SEE REMARKS: NO FABRICATION, MANUFACTURING OR CONSTRUCTION MAY

OCCUR FOR REASONS STATED IN "REMARKS".

G-10. ALL ASTM DESIGNATIONS SHALL BE THE LATEST UNLESS OTHERWISE NOTED.

FOUNDATION:

F-1. NET ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF.

F-2. ALL FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE OF DEBRIS, STANDING

WATER AND LOOSE SOIL AND BE INSPECTED AND APPROVED BY THE OWNER'S

REPRESENTATIVE PRIOR TO PLACEMENT OF CONCRETE.

F-3. ALL FILL MATERIALS SHALL BE APPROVED FOR USE IN ADVANCE OF PLACEMENT BY

THE OWNER'S REPRESENTATIVE. NO FILL SHALL BE PLACED OVER FROZEN, MUDDY OR

OTHER DELETERIOUS MATERIAL. LIFT THICKNESS SHALL BE MINIMIZED TO ALLOW

EFFICIENT COMPACTION. NO FILL MAY BE PLACED OVER A PREVIOUS LIFT THAT HAS NOT

BEEN ADEQUATELY COMPACTED AND ACCEPTED BY THE OWNER'S REPRESENTATIVE.

F-4. BACKFILL AGAINST FOUNDATION WALLS SHALL BE PLACED EVENLY ON ALL SIDES IN

ORDER TO ACHIEVE GENERALLY BALANCED LOADINGS. DO NOT BACKFILL AROUND

BASEMENT WALLS UNTIL FIRST FLOOR AND BASEMENT FLOOR SLABS ARE IN PLACE.

F-5. ALL COLUMN FOOTINGS ARE TO BE CENTERED UNDER COLUMN CENTERLINES,

UNLESS NOTED OR DETAILED OTHERWISE.

F-6. THE FOUNDATION CONTRACTOR SHALL FULLY REVIEW UNDERGROUND PLUMBING

DRAWINGS AND SHALL COORDINATE WITH THE PLUMBING CONTRACTOR TO DEPRESS

FOOTINGS AND PROVIDE PIPE SLEEVES THROUGH FOUNDATION WALLS AS NECESSARY

TO ACCOMMODATE PLUMBING LINES OR TRAPS WHICH PENETRATE CONCRETE FOOTINGS

OR FOUNDATIONS.

F-7. COORDINATE WITH ARCHITECTURAL AND CIVIL DRAWINGS FOR MISCELLANEOUS

FOUNDATIONS NOT SHOWN ON STRUCTURAL DRAWINGS.

F-8. EXISTING SOILS MAY EXPERIENCE A LOSS OF STRENGTH IF SURFACE WATER IS

ALLOWED TO ACCUMULATE IN THE EXCAVATIONS; DO NOT ALLOW SURFACE WATER TO

ACCUMULATE IN THE BOTTOM OF THE EXCAVATIONS.

F-9. A LEAN CONCRETE MUD SLAB 3" TO 4" THICK SHALL BE USED IN THE FOOTING

EXCAVATION IF THE BOTTOM OF THE EXCAVATION TENDS TO BECOME MUDDY AND SOFT

DUE TO CONSTRUCTION ACTIVITY. LEAN CONCRETE SHALL HAVE A MINIMUM 28 DAY

COMPRESSIVE STRENGTH OF 2,000 PSI.

CONCRETE:

C-1. MATERIAL PROPERTIES (U.N.O.)

• CONCRETE 28-DAY COMPRESSIVE STRENGTH - f'c = 4,500 psi

• CONCRETE REINFORCEMENT - Fy = 60 ksi (ASTM A615 GR 60)

• WELDED WIRE FABRIC - Fy = 60 ksi (ASTM A185)

C-2. PROTECTIVE COVERING FOR REINFORCEMENT BARS SHALL BE AS FOLLOWS UNLESS

OTHERWISE NOTED ON THE PLANS:

• CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH =3"

• CONCRETE EXPOSED TO EARTH OR WEATHER = 2"

• CONCRETE NOT EXPOSED TO EARTH OR WEATHER = 1 1/2"

C-3. ALL REINFORCEMENT BARS SHALL BE FABRICATED IN ACCORDANCE WITH THE

LATEST CRSI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE

STRUCTURES AND SHALL BE CLEAN AND FREE OF GREASE AND SCALING RUST.

C-4. CONTINUOUS TOP AND BOTTOM BARS, WHEN SHOWN IN SECTION ONLY, SHALL BE

LAPPED AS FOLLOWS: TOP BARS NEAR MIDSPANS, BOTTOM BARS DIRECTLY OVER

SUPPORTS.

C-5. A 3/4" x 3/4" CHAMFER SHALL BE PROVIDED AT THE EDGE OF ALL FINISHED WALLS, BEAMS AND COLUMNS.

C-6. FOR SLABS ON GRADE, PROVIDE 1/2" THICK PREMOLDED JOINT FILLER AND SEALANT

TO ISOLATE THE SLAB FROM CONTACT WITH THE STRUCTURES ALONG ITS PERIMETER

UNLESS DETAILED OTHERWISE. REFER TO FOUNDATION DETAILS FOR ADDITIONAL

INFORMATION.

C-7. TWO #5 BARS EACH FACE SHALL BE PROVIDED DIAGONALLY AT ALL CORNERS OF

WALL AND SLAB OPENINGS AND AT ALL REENTRANT CORNERS OF SLABS. BARS SHALL BE

EXTENDED 36" MINIMUM BEYOND CORNERS OF THE OPENINGS.

C-8. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLAB-ON-GRADE AT 15 FEET

MAXIMUM SPACES EACH DIRECTION. CONTRACTOR SHALL SUBMIT PLANS OF JOINT

LOCATIONS FOR APPROVAL.

C-9. ALL CONTROL JOINTS SHALL BE TOOLED OR SAWN.

C-10. LAP ALL BARS AS FOLLOWS U.N.O. (CLASS B), FOR EPOXY COATED BARS, PROVIDE

1.3 TIMES THE INDICATED LAP LENGTH. FOR TOP BARS, PROVIDE AN ADDITIONAL 1.3 TIMES

THE INDICATED LAP LENGTH:

#3=1'-7" #4=2'-1" #5=2'-7" #6=3'-1" #7=4'-6" #8=5'-2" #9=5'-10" #10=6'-7" #11=7'-4"

C-11. HOOK REINFORCEMENT BARS AT DISCONTINUOUS ENDS, TYPICAL UNLESS

OTHERWISE NOTED. EXTEND REINFORCEMENT TO FAR FACE OF PEDESTALS AND / OR

COLUMNS UNLESS NOTED OTHERWISE.

C-12. PITCH CONCRETE AS REQUIRED TO FLOOR DRAINS 1/4" PER FOOT UNLESS

OTHERWISE NOTED. SEE ARCHITECTURAL AND PLUMBING DRAWINGS.

C-13. REFER TO DIVISION 03 SPECIFICATION "CAST-IN-PLACE CONCRETE" FOR CONCRETE

FINISH REQUIREMENTS.

C-14 COUPLER AND STRUCTURAL CONNECTORS: WHERE SPECIFIED, PROVIDE COUPLER /

CONNECTOR CAPABLE OF DEVELOPING 125% OF THE YIELD STRENGTH OF THE SPLICED /

CONNECTED BAR. PROVIDE THREADED DOWELS WHERE REQUIRED.

C-15. REFER TO DIVISION 03 SPECIFICATION "CAST-IN-PLACE CONCRETE" FOR CONCRETE

PLACEMENT REQUIREMENTS.

C-16. FORMWORK AND SHORING OF FORMWORK SHALL BE DESIGNED BY THE

CONTRACTOR.

C-17. WELDED WIRE FABRIC:

• WELDED WIRE FABRIC SHALL BE SUPPLIED IN FLAT SHEETS AND SHALL NOT BE ROLLED.

• WELDED WIRE FABRIC SHALL BE SECURELY SUPPORTED ON CHAIRS TO PREVENT

EXCESSIVE DISPLACEMENT DURING CONCRETE PLACEMENT.

• LAP ADJACENT LAYERS OF WELDED WIRE FABRIC 9" MIN. AT SIDES AND ENDS.

STRUCTURAL STEEL:

S-1. MATERIAL PROPERTIES (U.N.0.)

• W SHAPES - Fy = 50 KSI - (ASTM A992)

• C-SHAPES - Fy = 36 KSI - (ASTM A36 OR ASTM A572)

• ANGLES - Fy = 36 KSI - (ASTM A36 OR ASTM A572)

• PLATES & BARS - Fy = 36 KSI - (ASTM A36 OR ASTM A572)

• HSS SHAPES - Fy = 50 KSI - (ASTM A500 Gr C)

• RODS - Fy = 36 KSI - (ASTM F1554 Gr 36)

• ANCHOR BOLTS - Fy = 36 KSI - (ASTM F1554 Gr 36)

S-2. ALL DETAILING, FABRICATION, AND ERECTION OF STRUCTURAL STEEL MEMBERS

SHALL BE IN ACCORDANCE WITH THE AISC - "STEEL CONSTRUCTION MANUAL",

FOURTEENTH EDITION.

S-3. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE LATEST "AWS"

SPECIFICATIONS BY CERTIFIED WELDERS. ALL WELDS SHALL BE MADE WITH E70XX

ELECTRODES UNLESS NOTED OTHERWISE.

S-4. CONNECTIONS NOT DETAILED ON THE PLANS SHALL BE SELECTED IN ACCORDANCE

WITH AISC SPECIFICATIONS, "SIMPLE CONNECTIONS" USING 3/4" DIAMETER ASTM A325 N-

BOLTS (SNUG TIGHT). UNLESS OTHERWISE NOTED, REFER TO TYPICAL DETAILS FOR

CONNECTION TYPES AND MINIMUM NUMBER AND SIZE OF BOLTS.

S-5. OPENINGS REQUIRED IN STRUCTURAL STEEL MEMBERS SHALL BE SHOWN ON THE

DRAWINGS. FIELD CUTTING OF HOLES IN STRUCTURAL STEEL MEMBERS SHALL NOT BE

ALLOWED WITHOUT WRITTEN PERMISSION OF THE ENGINEER.

S-6. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

STRUCTURAL STEEL FABRICATION.

S-7. ALL CONNECTIONS TO PIPE AND TUBE COLUMNS SHALL BE THRU-PLATE TYPE UNLESS

OTHERWISE SHOWN.

S-8. THE CONTRACTOR SHALL FURNISH AND INSTALL MISCELLANEOUS STEEL (CURBS,

HANGERS, BRACING, ETC.) AS CALLED FOR OR AS NECESSARY PER ARCHITECTURAL AND

MECHANICAL / ELECTRICAL DRAWINGS.

S-9. BEAM AND LINTEL BEARING PLATES TO BE FULLY GROUTED WITH 1/2" MINIMUM

THICKNESS NON-SHRINK GROUT.

S-10. ANCHOR BOLTS TO BE PROVIDED AT ALL LINTEL AND BEAM BEARINGS ON MASONRY

OR CONCRETE.

S-11. WHENEVER CONSTRUCTION SCHEDULING REQUIRES THE ERECTION OF

STRUCTURAL MEMBERS WHICH BY THEMSELVES WOULD BE CONSIDERED LATERALLY

UNSTABLE, ADEQUATE TEMPORARY BRACING SHALL BE PROVIDED.

S-12. ALL EXTERIOR MASONRY SHELF ANGLES, LINTEL BEAMS, AND LINTEL PLATES SHALL

BE HOT DIP GALVANIZED ACCORDING TO ASTM A123.

METAL DECK:

MD-1. MATERIAL PROPERTIES (U.N.0)

• ROOF DECK: 20 GAUGE, GALVANIZED, Fy = 33 KSI

• FORM DECK: 20 GAUGE, GALVANIZED, Fy = 33 KSI

MD-2. THE MANUFACTURING, DETAILING AND ERECTION OF METAL DECK SHALL BE IN

ACCORDANCE WITH THE STEEL DECK INSTITUTE SPECIFICATION. STRUCTURAL

DIAPHRAGM ACTION SHALL BE PROVIDED BY THE METAL DECK AND ITS ATTACHMENT.

MD-4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING POUR STOPS AT EDGES OF METAL

DECK PER SDI POUR STOP SELECTION TABLE / RECOMMENDATIONS OR BENT PLATE POUR

STOP AS REQUIRED TO FORM EDGE OF SLAB.

MD-5. BUTTON PUNCHING ROOF DECK IS NOT PERMITTED. REFERENCE DRAWINGS FOR

ROOF DECK ATTACHMENT REQUIREMENTS.

NOTE 1: REMOVE EXISTING CONCRETE SLAB ON GRADE WITHIN HATCHED AREAS. 10" +/- SLAB

ON GRADE IN HANGER, 6" +/- SLAB ON GRADE OTHERWISE.

NOTE 2: EXISTING MEZZANINE: REMOVE AND SALVAGE EXISTING MEZZANINE FRAMING AND

GUARD RAIL. EXISTING METAL DECKING, DIAMOND PLATE FLOOR AND ACCESS STAIR FOR

MEZZANINE TO BE RECYCLED OR DISPOSED OF IN ACCORDANCE WITH SPECIFICATION

SECTIONS 01 33 29 - SUSTAINABILITY REPORTING, 01 35 43 - ENVIRONMENTAL PROTECTION, AND 01 74 19 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. MEZZANINE STEEL

FRAMING AND GUARD RAIL TO BE CLEANED AND PAINTED IN ACCORDANCE WITH

SPECIFICATION SECTION 09123 - INTERIOR PAINTING. FRAMING TO BE REINSTALLED AFTER

EXISTING SLAB DEMOLITION, NEW FOUNDATIONS AND NEW SLAB IS CAST. REASSEMBLE

FRAMING WITH ALL NEW HARDWARE MATCHING THE EXISTING SIZE AND GRADE. REINSTALL

GUARD RAIL AND FABRICATE AND INSTALL NEW GUARD RAIL AND SWING GATE FOR NEW

LADDER ACCESS.

NOTE 3: 6" CONCRETE SLAB ON GRADE WITH 4x4-W2.9xW2.9 WELDED WIRE FABRIC ON 15 MIL VAPOR BARRIER ON 6" FREE-DRAINING COMPACTED GRANULAR FILL. SEE DETAIL 1/S-002 FOR

TYPICAL SLAB CONSTRUCTION JOINT. TOP OF SLAB = EL. 100'-0" U.N.O.

NOTE 4: 1/2"x1/2" PREFORMED NOTCH AND SEALANT.

NOTE 5: 1/2" PREFORMED JOINT FILLER AND SEALANT

NOTE 6: 4" CONCRETE SLAB ON GRADE WITH 4x4-W2.9xW2.9 WELDED WIRE FABRIC ON 15 MIL VAPOR BARRIER ON 6" FREE-DRAINING COMPACTED GRANULAR FILL. SEE DETAIL 1/S-002 FOR

TYPICAL SLAB CONSTRUCTION JOINT. TOP OF SLAB = EL. 100'-0" U.N.O.

NOTE 7: 1 1/2" WIDE RIB ROOF DECK, 20 GAGE, G90 GALVANIZED. SEE DETAIL 3/S-002 FOR

TYPICAL DECK ATTACHMENT.

NOTE 8: 8" CONCRETE MASONRY UNIT, REFER TO MASONRY GENERAL NOTES FOR TYPICAL

REINFORCEMENT AND ADDITIONAL INFORMATION.

NOTE 9: 8" CONCRETE MASONRY UNIT BOND BEAM WITH 2-#5 BARS CONTINUOUS. PROVIDE

CONTINUOUS CORNER REINFORCEMENT. MULTIPLE BOND BEAMS MAY BE REQUIRED FOR

MASONRY WALL ANCHORAGE AT ROOF STRUCTURE. COORDINATE WITH ROOF STRUCTURE

ELEVATIONS AND STRUCTURAL DETAILS.

NOTE 10: 12" CONCRETE SLAB ON GRADE WITH #5 BARS AT 12" O.C. TOP AND BOTTOM EACH

WAY ON 15 MIL VAPOR BARRIER ON 6" FREE-DRAINING COMPACTED GRANULAR FILL. SEE

DETAIL 1/S-002 FOR TYPICAL SLAB CONSTRUCTION JOINT. TOP OF SLAB = EL. 100'-0" U.N.O.

NOTE 11: METAL STUDS (SEE ARCHITECT FOR SIZE AND SPACING), FINAL DESIGN BY

CONTRACTOR'S DELEGATED DESIGN ENGINEER.

NOTE 12: STRUCTURAL CONNECTOR WITH THREADED SPLICE BAR CAPABLE OF DEVELOPING

125% OF SPECIFIED REINFORCING STEEL YIELD STRENGTH. SIZE AND SPLICING AS INDICATED.

WELD ALL AROUND STRUCTURAL MEMBER PER MANUFACTURER'S WRITTEN DIRECTIONS.

NOTE 13: STANDARD AISC SINGLE SHEAR PLATE CONNECTION, 3/8" PLATE WITH (2) 3/4" DIA.

A325 N-BOLTS.

NOTE 14: STANDARD AISC DOUBLE ANGLE CONNECTION, L4x4x5/16 (MIN) WITH (2) 3/4" DIA. A325

N-BOLTS EACH LEG.

NOTE 15: APPROXIMATE LOCATION OF EMERGENCY SHOWER SUMP. SEE 10/S-501 FOR

PITCHED SLAB DETAIL. REFER TO PLUMBING DRAWINGS FOR EXACT LOCATION.

KEYED NOTES KEYNOTE SYMBOL WITH

NOTE NUMBERX

COMPONENT EQUIVALENT

WIND AREA (SF)

ROOF INT.,

ZONE 1

ROOF EDGE,

ZONE 2

ROOF CORNER,

ZONE 3

WALL INT.,

ZONE 4

WALL CORNER,

ZONE 5

<10 14.7/-36.2 14.7/-60.8 14.7/-91.5 33.2/-35.9 33.2/-44.2

25 13.5/-35.0 13.5/-52.2 13.5/-70.7 31.2/-34.0 31.2/-40.3

50 12.6/-34.1 12.6/-45.8 12.6/-55.0 29.8/-32.5 29.8/-37.4

100 11.7/-33.2 11.7/-39.3 11.7/-39.3 28.3/-31.0 28.3/-34.5

200 26.8/-29.6 26.8/-31.5

>500 24.9/-27.6 24.9/-27.6

11.7/-33.2 11.7/-39.3 11.7/-39.3

11.7/-33.2 11.7/-39.3 11.7/-39.3

MASONRY:

M-1. MATERIAL PROPERTIES (U.N.O.)

• COMPRESSIVE STRENGTH - F'm = 2,000 P.S.I.

• MASONRY REINFORCEMENT - Fy = 60 KSI (A615 GR 60)

• MORTAR - TYPE S

• GROUT AT 28 DAYS - 2,500 P.S.I. (ASTM C476)

M-2. ALL CELLS WITH VERTICAL REINFORCEMENT SHALL BE GROUTED SOLID.

M-3. ALL LINTEL BEARINGS SHALL BE GROUTED TO THE FOUNDATION.

M-4. MASONRY UNITS TO BE PLACED IN ONE-HALF RUNNING BOND, UNLESS OTHERWISE

NOTED.

M-5. MASONRY DESIGN BASED ON INSPECTED WORKMANSHIP.

M-6. LINTELS ARE REQUIRED AT ALL MASONRY WALL OPENINGS WITHOUT EXCEPTION.

MASONRY WALL OPENINGS AND ALL LINTELS REQUIRED ARE NOT SPECIFICALLY NOTED

ON THE STRUCTURAL PLANS. REFER TO ARCHITECTURAL, M.E.P., AND F.P. DRAWINGS,

ETC. FOR SIZES AND LOCATION OF ALL WALL OPENINGS. REFER TO TYPICAL DETAILS FOR

LINTEL DETAILS.

M-7. REFER TO TYPICAL DETAILS AND STRUCTURAL DETAILS FOR TOP AND BOTTOM CMU

WALL CONDITIONS.

M-8. ALL MASONRY WALLS ARE TO HAVE HORIZONTAL, 9 GAGE JOINT REINFORCEMENT

WHICH DOES NOT EXCEED 16 INCHES ON CENTER VERTICALLY.

M-9. ALL REINFORCEMENT LAPS SHALL BE 50 BAR DIAMETERS UNLESS NOTED

OTHERWISE.

M-10. HOLLOW MASONRY UNITS SHALL BE LAID WITH FULL HEAD JOINTS AND FULL BED

JOINTS OF THE FACE SHELLS AND UNDER WEBS WHERE THE ADJACENT CELLS ARE TO BE

FILLED WITH GROUT AND AT THE BOTTOM COURSE.

M-11. ALL CMU CONSTRUCTION BELOW GRADE SHALL BE GROUTED SOLID.

M-12. ALL INTERIOR NON-LOAD BEARING MASONRY PARTITION WALLS SHALL BE

REINFORCED WITH #4 BARS @ 48" O.C. HORIZONTAL & VERTICAL. ALL CELLS CONTAINING

REINFORCEMENT SHALL BE GROUTED SOLID. LAP BARS 50 BAR DIAMETERS UNLESS

NOTED OTHERWISE. PROVIDE #4 DOWELS WITH STANDARD 90o HOOKS INTO THICKENED

SLAB-ON-GRADE. SEE ARCHITECTURAL DRAWINGS FOR MASONRY SIZES AND LOCATIONS.

M-13. INFILL OF EXISTING CMU WALL OPENINGS TO MATCH EXISTING THICKNESS AND

SHALL BE REINFORCED AS FOLLOWS"

• REINFORCE WITH #4 VERTICAL BARS AT 48" CENTERS, #4 HORIZONTAL BARS AT 48" O.C., AND HORIZONTAL JOINT REINFORCEMENT OF 2 - #9 GAGE SIDE RODS AT 16" CENTERS.

(NOT CONTINUOUS THROUGH CONTROL JOINTS ).

• WHERE WALL SECTION BETWEEN OPENINGS IS 32" OR LESS, REINFORCE EACH VERTICAL

CELL WITH 1 - #4 BARS, FULL HEIGHT OF WALL.

• SEE TYPICAL DETAILS FOR LINTEL DETAILS.

• DRILL AND EPOXY GROUT VERTICAL REINFORCEMENT INTO EXISTING SLAB OR

SPANDREL BEAM WITH 6" EMBEDMENT.

• INSTALL EMBEDDED "Z" PLATE 1/4"x2"x1'-0" WITH 3" VERTICAL LEG AT EACH BOND BEAM

LEVEL. ANCHOR STRAP TO EXISTING CMU WITH 1-5/8" DIAM. x 3" LONG DEWALT HEX NUT

LOK-BOLT OR APPROVED EQUAL.

M-14. PROVIDE 10 GAGE BENT PLATES 4"x4"x1'-0" LONG @ 3'-0" O.C. EACH SIDE OF THE TOP

OF ALL NON-STRUCTURAL MASONRY WALLS. ATTACH TO UNDERSIDE OF METAL ROOF

DECK OR STRUCTURAL STEEL WITH 3 (MIN.) SELF DRILLING, SELF THREADING SCREWS (#

12) AS REQUIRED BY THICKNESS OF BASE METAL. ATTACH TO UNDERSIDE OF CONCRETE

DECK WITH 3 (MIN.) SELF TAPPING CONCRETE SCREWS 3/16" DIAMETER. SEE ARCH.

DRAWINGS FOR NON-STRUCTURAL MASONRY WALL LOCATIONS. MAINTAIN 1" (MIN.) GAP

BETWEEN TOP OF MASONRY WALL AND BOTTOM OF STRUCTURE

M-17. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LAYOUT. EXTEND BOND

BEAMS AND BOND BEAM REINFORCEMENT CONTINUOUS THROUGH CONTROL JOINTS.

TERMINATE STANDARD HORIZONTAL JOINT REINFORCEMENT AT EACH END SIDE OF

CONTROL JOINT. CUT FACE SHELL OF CMU 3/8" WIDE EACH SIDE OF WALL AND SEAL WITH

FLEXIBLE SEALANT.

COLD-FORMED METAL FRAMING:

CF-1. SIZE, STYLE AND GAUGE OF FRAMING MEMBERS SHOWN ON THE DRAWINGS ARE TO

BE DESIGNED BY THE CONTRACTOR'S COLD-FORMED FRAMING DESIGN ENGINEER PER

SPECIFICATION SECTION 054000 - COLD-FORMED METAL FRAMING.

CF-2. ALL LIGHTWEIGHT STRUCTURAL FRAMING MEMBERS SHALL BE FORMED FROM

CORROSION-RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM C955,

WITH A MINIMUM YIELD STRENGTH OF 33 K.S.I. FOR SJ STUDS, 33 K.S.I. FOR RUNNERS.

CF-3. PROVIDE 1" MINIMUM GAP AND SLIP TRACK OR DEFLECTION CLIPS WHERE METAL

WALL STUDS ATTACH TO BOTTOM OF FLOOR OR ROOF STRUCTURE IN ORDER TO

ACCOMMODATE LIVE LOAD DEFLECTIONS.

GRATING:

GT-1. GRATING SHALL BE AS SPECIFIED IN SPECIFICATION SECTION 055313 - BAR

GRATINGS.

GT-2. GRATING SHALL BE BANDED.

GT-3. BUTT GRATING OF ADJACENT SPANS AT BEAM CENTERLINES.

GT-4. ATTACH GRATING TO EACH SUPPORT WITH SADDLE CLIP AND 1/4" DIAMETER

FASTENER. MINIMUM 4 CONNECTIONS PER PANEL AT EACH SUPPORT.

GT-5. GRATING AND ASSOCIATED HARDWARE SHALL BE GALVANIZED.

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P ro fe s s io n a l S e rv ic e s I n c

S o u th

S ix th S tr e e t

P h o n e

(2

-2

O k la m h o m a C it y

O K

-7

N G

B I

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W

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B ro a d w a y E x te n s io n

S u it e

P h o n e

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-2

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P ro fe ss io n a l S e rv ic e s In c

R E

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R F

B

U

IL

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-1

S P

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A

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R A

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O T

E S

S-001

A G

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R M

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/0

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A G

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ISSUED FOR CONSTRUCTION 3 MAY 2021

12" = 1'-0"1

COMONENTS AND CLADDING WIND LOADS (PSF)

NOTE: FINISH FLOOR ELEVATION 100'-0" = 583.40'

1' -0

V A

R

IE

S 8"

1'-0"8" 8"

NON-LOAD BEARING

MASONRY WALL.

SEE ARCH. FOR SIZE

AND LOCATIONS

2-#5 BARS (CONT.)

DOWELS TO MATCH SIZE AND SPACING

OF MASONRY WALL REINF. DRILL AND

EPOXY GROUT 6" MIN. INTO THICKENED

SLAB

LAP SPLICE 48 BAR

DIAMETERS (MIN.)

PROVIDE CONTROL / CONSTRUCTION

JOINTS OUTSIDE THE LIMITS OF

THICKENED SLAB

EL. 100'-0"

#4@48" VERT. (TYPICAL)

#4@48" HORIZ. (TYPICAL)

REFER TO PLAN FOR

SLAB THICKNESS INTERMEDIATE SIDE LAP

ATTACH WITH 5/8" PUDDLE

WELDS OR 3/8"X1 1/4" ARC

SEAM WELDS

AT EDGE OF DECK AT SUPPORT. PROVIDE 5/8"

DIAMETER PUDDLE WELDS AT 12" CENTERS

1 1/2" WIDE RIB METAL DECK 18

GAGE (G90 GALVANIZED)

3'-0" COVER

36 / 7 FASTENER LAYOUT WITH 5/8"

DIAMETER PUDDLE WELDS AT EACH

SUPPORTING MEMBER

1st POUR 2nd POUR

SEE DRAWING KEY NOTES

FOR REINFORCEMENT

D

CONT. KEYWAY CONSTRUCTION JOINT

WITH SEALANT (TYPICAL)

COMPACTED DRAINAGE COURSECOMPACTED SUBGRADE

SLAB NOTES:

1. CONSTRUCTION JOINTS SHALL BE PLACED SO SLAB POURS DO NOT EXCEED 2,500 SQ.

FT. ADDITIONAL CONSTRUCTION OR CONTRACTION JOINTS SHALL BE PLACED SO SLAB

POURS DO NOT EXCEED 250 SQ. FT. CONTRACTOR SHALL SUBMIT SLAB POURING

SEQUENCE AND JOINT PATTERN TO THE ENGINEER FOR APPROVAL.

2. CONTRACTION JOINTS MAY BE SAWED JOINTS OR MADE WITH PLASTIC INSERTS (.25D

MIN. DEPTH). FILL ALL JOINTS WITH SEALANT. SAWING TO BE COMPLETED WITHIN THE

FIRST 12 HOURS.

3. CONSTRUCTION AND CONTRACTION JOINTS PARALLEL WITH THICKENED SLABS

SHOULD OCCUR OUTSIDE THE LIMITS OF THE THICKENED SLAB.

4. VAPOR BARRIER SHALL BE PLACED BENEATH CONDUIT EMBEDDED WITHIN SLAB;

COORDINATE WITH ELECTRICAL WORK. ALL VAPOR BARRIER PENETRATIONS SHALL BE

SEALED WITH MATCHING AND COMPATIBLE PRODUCTS TO PROVIDE A CONTINUOUS

VAPOR BARRIER.

0.2 D

.3

D

VAPOR BARRIER

D /2

#4 DOWELS x 3'-0"

LONG @ 2'-0" CTS.

CONDUITS EMBEDDED

IN SLAB ABOVE VAPOR

BARRIER

PROVIDE CORNER BARS WITH MIN. LAP

SPLICE AT ALL OUTSIDE HORIZONTAL

BOND BEAM REINFORCEMENT

PROVIDE STANDARD 90 HOOKS

ON ALL INSIDE HORIZONTAL

BOND BEAM REINFORCEMENT.

CONCRETE MASONRY UNIT BOND

BEAM. SEE PLANS AND SECTIONS

FOR SIZE AND LOCATIONS

TYPICAL VERTICAL

REINFORCEMENT

PROVIDE CONTINUOUS BARS WITH

LAP SPLICES AT ALL HORIZONTAL

BOND BEAM REINFORCEMENT

PROVIDE STANDARD 90 HOOKS

ON ALL HORIZONTAL BOND

BEAM REINFORCEMENT.

CONCRETE MASONRY UNIT BOND

BEAM. SEE PLANS AND SECTIONS

FOR SIZE AND LOCATIONS

TYPICAL VERTICAL

REINFORCEMENT

GROUT SOLID

#9 GAGE GALVANIZED

REBAR POSITIONED AT

4'-0" MAX. SPACING

REINFORCING BAR FULL

HEIGHT. LAP SPLICE ALL BARS

50 BAR DIAMETERS (MIN.)

*DIMENSIONS ARE NOMINAL

*3

*2

/2

*8

C M

U

*6

*3

*3

*4

*2

/2

*3

*3

*1 0"

C M

U

*1 2"

C M

U

1-#5 BAR CENTERED

IN SLAB (TYPICAL)

2' -0

" M

IN

O R L

AR

G E R

O

PEN

IN

G

(T

YP.)

3" C

L.

(T Y P

EXISTING CMU WALL

INSTALL L3 1/2x3 1/2x5/16 WITHIN JOINT ON

EITHER SIDE OF WALL WITH 8" OF BEARING

ON EACH SIDE OF NEW OPENING PRIOR TO

REMOVING CMU BELOW, DETAIL FOR

MASONRY OPENINGS ON NON-LOAD

BEARING WALLS 8'-0" WIDE OR LESS

REMOVED CMU FOR

NEW DOOR OPENING

1/4'' FORMED JOINT AND

SEALANT

#4@12'' CONT.

EXISTING 6" +/- SLAB

#4@12'' DRILLED AND EPOXY

GROUTED INTO EXISTING SLAB WITH

4'' MINIMUM EMBEDMENT, BAR TO

EXTEND TO WITHIN 4'' OF FAR END OF

SLAB CUT, STAGGERED DOWELS EA.

SIDE OF TRENCH

10 MIL POLYETHYLENE VAPOR

BARRIER

COMPACTED DRAINAGE COARSE

MATERIAL, (IDOT CA-7) MATCH

EXISTING, 4'' MIN.

NEW UTILITY, SEE PLUMBING

DRAWINGS

PIPE BEDDING

COMPACTED ENGINEERED FILL AS

REQUIRED

LIMITS OF SLAB REMOVAL AND

EXCAVATION FOR NEW

UNDERSLAB PLUMBING WORK

NEATLY CUT EXISTING SLAB FOR NEW

UTILITIES AND PATCH SLAB TO BE

FLUSH WITH EXISTING. VERIFY WITH

AS-BUILT DRAWINGS FOR SLAB TO

REMAIN.

REPLACEMENT REMOVAL

2'-0" +/- OR AS REQD FOR COMPONENT

EXISTING OR NEW STEEL FRAMING FOR MOUNT ATTACHMENT

TO BE DETERMINED BY CONTRACTOR

COORDINATE WITH REQD EQUIP EL

SLOTTED CHANNEL

FRAMING*

SLOTTED CHANNEL

FRAMING*

1/4" DIA. ROD BRACING OR SLOTTED

CHANNEL* STRUT TO STRUCTURE

CLAMP ATTACHMENT TO EXISTING

FRAMING WITH SLOTTED CHANNEL

FRAMING* COMPONENTS

*UNISTRUT P1000

BASIS OF DESIGN

SLOTTED CHANNEL

FRAMING* STRUT TO

STRUTURE BEYOND

MECHANICAL EQUIPMENT, HOSE OR

ELECTRICAL REEL DROPS, SLOTTED

CHANNEL FRAMING* ALSO FOR OTHER

MECHANICAL EQUIPMENT / DUCTWORK

SEE FOUNDATION SECTIONS FOR

CONTINUOUS REINFORCEMENT

PROVIDE THREADED REBAR

SPLICING SYSTEM CAPABLE OF

DEVELOPING 125% OF REINFORCING

YIELD STRENGTH.

1st POUR 2nd POUR

2"x4"xCONT. KEYWAY

CONSTRUCTION

JOINT

COMPACTED DRAINAGE COURSECOMPACTED SUBGRADE

VAPOR BARRIER

1/3 POINT OF SLAB SPAN

CONDUITS EMBEDDED

IN SLAB ABOVE VAPOR

BARRIER

REFER TO TYPICAL SLAB ON GRADE CONSTRUCTION JOINT NOTES FOR ADDITIONAL REQUIREMENTS.

'D

6" COMPACTED DRAINAGE

COURSE

DOWELS TO BE SECURED TO

MAINTAIN POSITION AND ALIGNMENT

DURING THE CONCRETE PLACEMENT

SLAB NOTES:

1. CONSTRUCTION JOINTS OR CONTROL JOINTS SHALL BE PLACED SO

SLAB AREAS DO NOT EXCEED 400 SQ. FT. CONTRACTOR SHALL

SUBMIT SLAB POURING SEQUENCE AND JOINT PATTERN TO THE

ENGINEER FOR APPROVAL.

2. CONTROL JOINTS TO BE SAWED. FILL ALL JOINTS WITH SEMI-RIGID

JOINT SEALANT. SAWING TO BE COMPLETED WITHIN THE FIRST 12

HOURS.

3. CONSTRUCTION AND CONTRACTION JOINTS PARALLEL WITH

THICKENED SLABS SHOULD OCCUR OUTSIDE THE LIMITS OF THE

THICKENED SLAB.

VAPOR RETARDER

'D '/2

COMPACTED SUBGRADE

'D '/4

1'-6"

1 1/4" DIAMETER x 1'-6"

LONG SMOOTH DOWELS

AT 1'-0" CENTERS

(GREASED)

SAW CUT FILLED WITH

SEMI-RIGID SEALANT.

9" 9"

SEE CIVIL DRAWINGS FOR

EXTERIOR SLAB AND GRADE

INFORMATION OUTSIDE FACE

SEE ARCH.

GROUND FLOOR

EL. 100'-0"

5#4@12"

PROVIDE WASHED GRAVEL

(CA-7) AT EXTERIOR

DOORWAYS BELOW STOOP

#4@12"

1" DIA. x 18" LONG STAINLESS STEEL

DOWELS AT 18" O.C. ACROSS STOOP

SLOPE #4@12"

2'-0"

EXISTING GRADE WALL, REFER TO

SECTIONS AND DETAILS FOR TOP OF WALL

REMOVAL AT NEW DOOR LOCATIONS

5'-0"

3' -0

M

IN

BOND BREAKER

REFER TO PLAN FOR SLAB

DRILL AND EPOXY GROUT DOWEL INTO

EXISTING WALL WITH 4" MIN. EMBEDMENT,

STAGGER BETWEEN EACH SLAB

1' -0

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A ir

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ISSUED FOR CONSTRUCTION 3 MAY 2021

3/4" = 1'-0"2

TYPICAL THICKENED SLAB DETAIL

1" = 1'-0"3

1 1/2" ROOF DECK ATTACHMENT

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

TYPICAL SLAB ON GRADE CONSTRUCTION JOINT

1 1/2" = 1'-0"7

MASONRY BOND BEAM CORNER

1 1/2" = 1'-0"8

MASONRY BOND BEAM INTERSECTION

1 1/2" = 1'-0"4

TYPICAL VERTICAL BAR PLACEMENT DETAIL

1" = 1'-0"5

TYPICAL FLOOR SLAB OPENING REINF. CIRCULAR

1 1/2" = 1'-0"6

TYPICAL EXISTING WALL LINTEL

1 1/2" = 1'-0"9

TYPICAL SLAB CUT SECTION

1 1/2" = 1'-0"10

TYP. MECHANICAL EQUIPMENT MOUNTING

1 1/2" = 1'-0"11

SLAB 1'-0" CONSTRUCTION JOINT ON GRADE

1" = 1'-0"12

SLAB CONTROL JOINT ON GRADE

3/4" = 1'-0"13

TYPICAL STOOP DETAIL

AA

BB

CC

DD

EE

B.5

B.8

C.3

C.6

REMOVE SLOPING CONCRETE AT

EXISTING DOORS, TYP. WHERE

SLAB REMOVAL IS NOTED

SD-101

SD-101

SD-101

'-9

'-0

'-0

'-9

7'

-6

23'-0" 25'-0" 25'-0" 23'-0" 3'-4" 15'-9" 13'-11"

96'-0" 29'-8"

DEMO EXISTING GRADE WALL AND

FOOTING FOR EXISTING HANGER DOOR

SD-101

B.9

S-002

SAW CUT EXISTING SLAB FOR NEW UNDERSLAB

PLUMBING, LIMIT EXISTING SLAB DEMO AND

REPLACEMENT AS NEEDED TO INSTALL PLUMBING,

REFER TO PLUMBING FOR PIPING LOCATION

SD-101

SIM.

WALL DEMO FOR FUTURE

DOOR LOCATION, REFER TO

ARCH FOR LOCATION

EXISTING DOOR TO BE INFILLED

NEW DOOR OPENING

NEW DOOR LOCATION

WALL DEMO FOR NEW

DOOR LOCATION

SD-101

S-002

FIRE SERVICE ENTRANCE

SD-101

SD-101

SD-101

SD-101

________ 5

SD-101

WALL DEMO AS REQUIRED

FOR NEW DOOR OPENING

SIM. SIM.

REMOVE TOP 1'-0" OF

EXISTING FOUNDATION

WALLS SIMILAR TO

DETAIL 6, SD-101

SD-101

REMOVE TOP 1'-0" OF

EXISTING FOUNDATION

WALLS SIMILAR TO

DETAIL 6, SD-101

SD-101

'-0

DELAY DEMO OF SLAB BETWEEN GRIDS D AND E UNIT

NEW SLAB BETWEEN GRIDS B AND D IS CAST AND

CURED TO 75% OF 28 DAY COMPRESSIVE STRENGTH

DEMO AS REQUIRED FOR NEW

DOOR. APPROXIMATE LOCATION

OF EXISTING DOOR.

5 6

GROUND FLOOR

EL. 100'-0"

REMOVE CONCRETE RAMPS, TYP.

WHERE SLAB REMOVAL IS NOTED

1' -0

REMOVE PORTION OF GRADE

WALL AT NEW DOOR OPENING

LOCATIONS, TYP.

EXISTING GRADE WALL

AND FOUNDATION

- 6

B

GROUND FLOOR

EL. 100'-0"

1' -0

REMOVE PORTION OF GRADE

WALL AT NEW DOOR OPENING

LOCATIONS, TYP. EXISTING GRADE WALL

AND FOUNDATION

EXISTING SLAB ON GRADE TO REMAIN

6"

D

1 1

REMOVE CONCRETE RAMPS, TYP.

WHERE SLAB REMOVAL IS NOTED

REMOVE PORTION OF GRADE

WALL AT NEW DOOR OPENING

LOCATIONS, TYP.

EXISTING GRADE WALL

AND FOUNDATION

1' -0

GROUND FLOOR

EL. 100'-0"

- 6

GROUND FLOOR

EL. 100'-0"

REMOVE PORTION OF GRADE

WALL AT NEW DOOR OPENING

1' -0

EXISTING GRADE WALL

AND FOUNDATION

*AT MECHANICAL ROOM DOOR,

REMOVE WALL 1'-6" BELOW GROUND

FLOOR, REFER TO DETAIL 4, S-502

1' -0

GROUND FLOOR

EL. 100'-0"

REMOVE PORTION OF GRADE WALL

FOR NEW SLAB CONSTRUCTION

EXISTING GRADE WALL

AND FOUNDATION

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-2

H a n s o n

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P h o n e

(2

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ISSUED FOR CONSTRUCTION 3 MAY 2021

N N

TRUE

PROJECT

1/8" = 1'-0"1

GROUND FLOOR - DEMOLITION PLAN

1/2" = 1'-0"2

DEMOLITION SECTION

1/2" = 1'-0"3

DEMOLITION SECTION

1/2" = 1'-0"4

DEMOLITION SECTION

STRUCTURAL DEMOLITION NOTES:

1. DEMOLITION WASTE SHALL BE RECYCLED OR DISPOSED OF IN ACCORDANCE WITH SPECIFICATION SECTIONS 01 33 29 - SUSTAINABILITY REPORTING, 01 35 43 - ENVIRONMENTAL PROTECTION, AND 01 74 19 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. REFER TO SPECIFICATION SECTION 00 31

26 - EXISTING HAZARDOUS MATERIAL INFORMATION FOR KNOWN HAZARDOUS MATERIALS.

2. REFER TO SHEET S-001 FOR KEYED NOTES FOR STRUCTURAL SHEETS

1/2" = 1'-0"5

DEMOLITION SECTION AT NEW EXTERIOR DOOR

OPENINGS

1/2" = 1'-0"6

DEMOLITION SECTION AT INTERIOR WALLS

A

C

D

E

B.5

B.8

C.3

C.6

EXISTING MONORAILS TO

BE REMOVED, SALVAGE

HOISTS AND ELECTRICAL

CORD REELS AND TURN

OVER TO GOVERNMENT

EXISTING 3/4" DIA. ROD BRACING: ROD BRACING TO BE REMOVED FOR THE INSTALLATION OF

NEW CHANNELS. REMOVAL OF BRACING TO OCCUR AFTER REMOVAL OF HANGER DOOR AND

WALL COVERING IS COMPLETE FOR HIGH BAY. SEQUENCE REMOVAL OF BRACING WITH THE

INSTALLATION OF NEW CHANNELS, ANGLES AND NEW ROD BRACING. NEW COMPONENTS TO

BE READY TO BE INSTALLED PRIOR TO REMOVAL AND INSTALLATION OF NEW BRACING TO BE

COMPLETE PRIOR TO INSTALLATION OF REPLACEMENT WALL SYSTEM. SUPPLEMENTAL

SUPPORT OF CHANNELS AND WIDE FLANGE BEAM TO BE ADDED BY CONTRACTOR FOR WIND

LOADS ON EXPOSED FRAMING AS NEEDED FOR STABILITY. ENGAGE A LICENSED

STRUCTURAL ENGINEER TO DESIGN SUPPLEMENTAL SUPPORT AND DEMOLITION SEQUENCE.

'-9

'-0

'-0

'-9

7'

-6

23'-0" 25'-0" 25'-0" 23'-0" 3'-4" 15'-9" 13'-11"

96'-0" 29'-8"

EXISTING PURLINS TO REMAIN, TYP.

EXISTING PURLINS TO REMAIN, TYP.

EXISTING PURLINS TO REMAIN, TYP.

EXISTING HOIST BEAM TO REMAIN. REMOVE AND

SALVAGE EXISTING HOIST FOR REINSTALLATION

AFTER NEW BUILDING ENCLOSURE IS COMPLETE

EXISTING CHANNELS AND WIDE

FLANGE FRAMING TO REMAIN

REMOVE AND RECYCLE OR DISPOSE

OF HANGER DOOR TRACK, OPERATING

EQUIPMENT AND FRAMING

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A G

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ISSUED FOR CONSTRUCTION 3 MAY 2021

1/8" = 1'-0"1

ROOF DEMOLITION PLAN

N N

TRUE

PROJECT

STRUCTURAL DEMOLITION NOTES:

1. DEMOLITION WASTE SHALL BE RECYCLED OR DISPOSED OF IN ACCORDANCE WITH SPECIFICATION SECTIONS 01 33 29 - SUSTAINABILITY REPORTING, 01 35 43 - ENVIRONMENTAL PROTECTION, AND 01 74 19 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL. REFER TO SPECIFICATION SECTION 00 31

26 - EXISTING HAZARDOUS MATERIAL INFORMATION FOR KNOWN HAZARDOUS MATERIALS.

2. REFER TO SHEET S-001 FOR KEYED NOTES FOR STRUCTURAL SHEETS

AA

BB

CC

DD

EE

B.5

B.8

C.3

C.6

'-9

/2

'-7

/4

'-6

/2

'-1

1/ 2"

'-1

/4

B.1

B.6

C.2

C.9

1.1

1.1

1'-2"1'-2"

S-503

S-401

A.8

A.2

D.2D.2

D.8D.8

0.9

0.9

0.8

0.8

2'-10" 1'-9 1/2" 2'-6" 20'-6" 25'-0" 25'-0" 23'-0" 3'-4" 15'-9" 13'-11"

96'-0" 29'-8"

129'-0"

'-9

'-0

'-0

'-9

7'

-6

3' -7

'-0

4' -2

4'

-0

'-1

'-5

/8

3/

8"

'-5

/8

'-6

1/

4' -0

4'

-2

'-0

3'

-7

S-502

'-0

S-501

S-503

T.O.C. 0.40' BFF

FOUNDATION FOR

JIB CRANE

S-502

'-9

S-503

S-502

THICKENED SLAB

UNDER NEW CMU WALL

PER DETAIL 2/S-002

H

SS

8X 8X

3/

H

SS

8X 8X

3/

H

SS

8X 8X

3/

S-502

S-401

S-401

INFILL CMU WALL AT PREVIOUS DOOR

OPENINGS, TOOTH BLOCK INTO

EXISTING, REFER TO MASONRY NOTES

FOR REINFORCEMENT

S-002

S-002

W 8x

(E

W 8x

(E

S-501

EXISTING ROD BRACING FOR

HIGH BAY TO REMAIN, TYP.

S-506

EXISTING ROD BRACING

FOR HIGH BAY TO REMAIN,

TYP.

S-502

S-301

S-301

17'-0"8'-0"

'-6

'-6

B.9

APPROXIMATE LOCATION OF EXISTING

BURIED ELECTRICAL DUCT BANK.

COORDINATE EXCAVATION FOR MAT

FOUNDATION WITH DUCT BANK, BURY

DEPTH ABOUT 3'-0" BELOW GRADE

APPROXIMATE LOCATION OF EXISTING 24" DIA.

SEWER LINE. DEPTH TO SEWER APPROXIMATELY 8'

TO 9' BELOW EXISTING GRADE. DEPTH AND

APPROXIMATE LOCATION TO BE CONFIRMED PRIOR

TO EXCAVATION FOR NEW FOUNDATIONS

NEW DOOR OPENING

S-501

15'-6"9'-6"

4' -6

FUTURE GFGI SANDING / PAINT

BOOTH AND MEZZANINE, NIC

S-501

S-501

S-301

S-501

S-501

1'-0" TYP.

S-501

MECHANICAL UNIT SIZE VARIES BY

MANUFACTURER, PAD SIZE BASED

ON UNIT SELECTION

S-501

TYP.

S-501

TYP.

S-501

TYP.

MECHANICAL UNIT SIZE VARIES BY

MANUFACTURER, PAD SIZE BASED

ON UNIT SELECTION

TYP.

'-0

'-0

4' -0

3'

-1 0"

'-2

1'

-0

1' -0

S-401

INFILL CMU WALL AT PREVIOUS DOOR

OPENINGS, TOOTH BLOCK INTO

EXISTING, REFER TO MASONRY

NOTES FOR REINFORCEMENT

S-501

S-501 ________8

S-505

S-506

S-506

TYP. OF 3

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ISSUED FOR CONSTRUCTION 3 MAY 2021

1/8" = 1'-0"1

GROUND FLOOR PLAN

N N

TRUE

PROJECT

REFER TO SHEET S-001 FOR KEYED NOTES FOR STRUCTURAL SHEETS

C

D

E

B.5

B.8

C.3

C.6

B.1

B.6

C.2

C.9

1.1

1.1

S-503

A.8

A.2

D.2

D.8

0.9

0.9

0.8

0.8

'-9

/2

'-7

/4

'-6

/2

'-1

1/ 2"

'-1

/4

2'-10" 1'-9 1/2" 2'-6" 20'-6" 25'-0" 25'-0" 23'-0" 3'-4" 15'-9" 13'-11"

96'-0" 29'-8"

129'-0"

S-401

'-9

'-0

'-0

'-9

7'

-6

3' -7

'-0

4' -2

4'

-0

'-1

'-1 1"

F

IE

LD

V

E R

IF

Y

'-5

/8

F

IE

LD

V

E R

IF

Y

'-6

1/

4' -0

4'

-2

'-0

3'

-7

S-502

S-502

NEW 3/8" DIA. ROD BRACING BETWEEN

PEMB FRAMES IN ROOF PLANE

NEW 3/8" DIA. ROD BRACING BETWEEN

PEMB FRAMES IN ROOF PLANE

S-503

S-506

NEW S10x25.4 MONORAIL, AND 1000# CAPACITY HOIST1

S-502

C12X20.7

C12X20.7

C12X20.7

E X

IS

T

IN

G

W

D O

O R

S U

P P

O R

T F

R A

M

IN

G , T

O S

'-9

/8

A F

F

E X

IS

T

IN

G

W

D O

O R

S U

P P

O R

T F

R A

M

IN

G , T

O X

'-9

/8

C12x20.7 (E)

C12x20.7 (E)

C12x20.7 (E)

C12x20.7 (E)

C12x20.7 (E)

C12x20.7 (E)

E X

IS

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G

R

IG

ID

F

R A

M E

E X

IS

T

IN

G

R

IG

ID

F

R A

M E

E X

IS

T

IN

G

R

IG

ID

F

R A

M E

E X

IS

T

IN

G

R

IG

ID

F

R A

M E

E X

IS

T

IN

G

R

IG

ID

F

R A

M E

E X

IS

T

IN

G

R

IG

ID

F

R A

M E

E X

IS

T

IN

G

R

IG

ID

F

R A

M E

NEW W8 MONORAIL

SUPPORT BEAMS

NEW 3/8" DIA. ROD BRACING

BETWEEN NEW AND EXISTING

CHANNELS

SLOTTED CHANNEL FRAMING FOR

HOSE / ELECTRICAL REEL DROPS,

REFER TO TYP. DETAIL 10 ON S-002.

3 REEL DROPS

4' -0

9'

-6

9' -7

/4

9'

-7

/4

9' -6

4'

-0

W8X28

W8X28

W8X28

W8X28

W8X28

EXISTING MONORAIL BEAM TO REMAIN. SALVAGE

AND REINSTALL EXISTING 1000 LB CAPACITY

HOIST AFTER NEW ENCLOSURE IS COMPLETE.

S-504

W 8x

W 8x

C10x30

S-301

S-301

S-505

B.9

S-506

L3x3x1/4 BRACE, TOP AND

BOTTOM OF CHANNELS

NEW 8", 12 GA. COLD FORMED FRAMING

BETWEEN EXISTING PURLINS FOR

MECHANICAL UNIT SUPPORT,

COORDINATE LOCATION OF EQUIPMENT

RAILS WITH UNIT SELECTION

AIR INTAKE HOOD,

REFER TO MECHANICAL

NEW 8", 12 GA. FRAMING BETWEEN EXISTING

PURLINS FOR MECHANICAL UNIT SUPPORT,

COORDINATE LOCATION OF EQUIPMENT

RAILS WITH UNIT SELECTION

AIR INTAKE HOOD,

REFER TO MECHANICAL

S-301

5' -4

1'-11" 1'-7"

S-505

S-505 ________4

S-505

S-505

S-505

3/

8"

EXISTING ROD BRACING

FOR HIGH BAY TO

REMAIN, TYP.

EXISTING ROD BRACING

FOR HIGH BAY TO

REMAIN, TYP.

DESTRATIFICATION FANS,

REFER TO MECHANICAL

S-506

'-0

'-0

'-0

/1

6"

FIELD VERIFY LOCATIONS OF

EXISTING CHANNELS, TYP.

E Q

E

Q

E Q

E

Q

1' -6

T

Y P

S-401

S-504

S-504

S-505

S-506

S-506

S-301

SIM.

NOTE: EXISTING PURLINS ON HIGH AND LOW ROOF NOT

SHOWN FOR CLARITY. EXISTING PURLINS TO REMAIN, TYP.

APPROXIMATE LOCATION OF

EXISTING LOW ROOF PURLINS TO

REMAIN, ONLY PARTIALLY SHOWN

FOR CLARITY

APPROXIMATE LOCATION OF

EXISTING LOW ROOF PURLINS TO

REMAIN, ONLY PARTIALLY SHOWN

FOR CLARITY

APPROXIMATE LOCATION OF EXISTING

HIGH ROOF PURLINS TO REMAIN, ONLY

PARTIALLY SHOWN FOR CLARITY

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N a ti o n a l G u a rd

S p ri n g fi e ld

Il lin o is

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H a n s o n

P ro fe s s io n a l S e rv ic e s I n c

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ISSUED FOR CONSTRUCTION 3 MAY 2021

1/8" = 1'-0"1

ROOF PLAN

N N

TRUE

PROJECT

REFER TO SHEET S-001 FOR KEYED NOTES FOR STRUCTURAL SHEETS

A B

EXISTING PURLINS TO REMAIN, TYP.

EXISTING GIRTS TO REMAIN

EXISTING EAVE STRUT TO REMAIN

EXISTING RIGID FRAME TO REMAIN

HSS8x8x1/4 x CONT. WITH 3/8" SILL

PLATE FOR METAL PANEL SUPPORT

S-505

S-505

EXISTING RIGID FRAME TO REMAIN

EXISTING FOUNDATIONS AND

SLAB ON GRADE TO REMAIN

REMOVE EXISTING GIRT AS

REQUIRED FOR INSTALLATION

OF NEW TUBE GIRT

TOP EAVE

EL. 130'-6" +/-

BOT BEAM

EL. 109'-6" +/-

GROUND FLOOR

EL. 100'-0"

S-502

1 1.10.90.8

HSS8x6x1/4 TUBE GIRT, ATTACH TO WIND

COLUMN SIMILAR TO DETAIL 5, S-505

4' -8

4'

-3

4' -9

/8

WIND COLUMN, REFER TO PLAN

NEW AND EXISTING CHANNEL

FRAMING, REFER TO PLAN

S-501

SIM

S-505

S-505

4 SIM.

HSS8x6x1/4 TUBE GIRT FOR WINDOW / DOOR HEAD

AND PANEL SUPPORT, TUBE AND SILL PLATE

TERMINATES AT OVERHEAD DOOR JAMB

SEE DETAIL 1, S-502 FOR

CONNECTION DETAIL

EXISTING RIGID FRAME TO REMAIN

EXISTING WIDE FLANGE HANGER

DOOR FRAMING TO REMAIN

EXISTING PURLINS TO REMAIN

7' -5

/8

EXISTING WIDE FLANGE FOR

DOOR TRACK SUPPORT

GROUND FLOOR

EL. 100'-0"

S-505

EXISTING RIGID FRAMING TO REMAIN

EXISTING WIDE FLANGE WIND

COLUMN TO REMAIN

EXISTING GIRTS TO REMAIN

EXISTING RIGID FRAME

TO REMAIN

EXISTING PURLINS

TO REMAIN, TYP.

EXISTING FOUNDATIONS

EXISTING MEZZANINE FRAMING

TO BE SALVAGED AND

REINSTALLED, REFER TO NOTES

GROUND FLOOR

EL. 100'-0"

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S p ri n g fi e ld

Il lin o is

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P ro fe s s io n a l S e rv ic e s I n c

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P h o n e

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A G

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ISSUED FOR CONSTRUCTION 3 MAY 2021

3/8" = 1'-0"1

TYPICAL BUILDING SECTION

3/8" = 1'-0"2

HANGER DOOR INFILL SECTION

REFER TO SHEET S-001 FOR KEYED NOTES FOR STRUCTURAL SHEETS

3/8" = 1'-0"3

ROOF TRANSITION SECTION

S-504

A.8

A.2

0.90.8

S-504

3' -7

'-0

4' -2

2'-10" 1'-9 1/2"

H

SS

5X 5X

3/

H

SS

5X 5X

3/

S-504

S-501

*REFER TO CIVIL FOR

MAT FOUNDATION

LAYOUT

CONSTRUCTION

JOINT

1' -1

1"

1'-0" 1'-0"

4'-2" * 2'-6" 1'-0" 1'-0"

1' -0

1'

-0

4' -6

PIER P1

PIER P1

2' -0

'-0

1'

-0

1' -0

1'-3 1/2" *

8' -8

5'-9 1/2" *

8' -1

0"

ADDITIONAL PAVEMENT SECTION

ON SOUTH CANOPY ONLY, REFER

TO CIVIL FOR LAYOUT

MODIFY FOUNDATION WALL / SLAB

CONDITIONS FROM EXILING WALL AT DOOR

LOCATION FOR NEW DOOR SIZE

A

B

1 1.1

S-504

A.8

A.2

0.90.8

H S

S 5x

5x 3/

C

U R

V E

D

S-504

H S

S 5x

5x 3/

C

U R

V E

D

3' -7

'-0

4' -2

2'-10" 1'-9 1/2"

HSS5X5X3/8

HSS5X5X3/8

HSS5X5X3/8

3'-7"

2'-7 1/2"2'-0"2'-0"

B

4 5 6

B.5

EXISTING MEZZANINE COLUMNS TO BE

REMOVED, PAINTED AND REPLACED IN

ORIGINAL POSITION ON NEW FOUNDATIONS

NEW LADDER TO

ACCESS MEZZANINE

S-503

S-501

ADJUST NEW FOUNDATIONS AROUND EXISTING PIERS, TYP.

B

4 5 6

B.5

S-503

S-503

2' -0

1" M

E T

A L

B

G

A T

IN

G

S

P A

N

1" METAL BAR GRATING SPAN

GUARD RAIL MODIFICATION AS REQUIRED

FOR STAIR REMOVAL. MATCH ORIGINAL

GUARD RAIL SIZE AND ATTACHMENT TYPE

SPRING LOADED GATE

FOR LADDER ACCESS

S-506

LOCATIONS OF MECHANICAL EQUIPMENT TO BE

LOCATED ON MEZZANINE, REFER TO MECHANICAL

D

E

D.2

D.8

0.90.8

S-502

4' -2

'-0

3' -7

1'

-3

4"

'-8

5'-9 1/2" *

1'-0" 1'-0"

2'-6" * 1'-0" 1'-0" 1'-3 1/2" *

H

SS

5X 5X

3/

H

SS

5X 5X

3/

2' -1

0" 1'

-0

1' -0

'-0

1' -0

1'

-0

PIER P1

*REFER TO CIVIL FOR

MAT FOUNDATION

LAYOUT

PIER P1

2'-10" 1'-9 1/2"

S-504 ________ O.H.

S-504

D

E

D.2

D.8

0.90.8

H S

S 5x

5x 3/

C

U R

V E

D

H S

S 5x

5x 3/

C

U R

V E

D

4' -2

'-0

3' -7

HSS5X5X3/8

HSS5X5X3/8

HSS5X5X3/8

3'-7"

2'-10" 1'-9 1/2"

2'-7 1/2"2'-0"2'-0"

S-504 ________ O.H.

S-504

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N a ti o n a l G u a rd

S p ri n g fi e ld

Il lin o is

-2

H a n s o n

P ro fe s s io n a l S e rv ic e s I n c

S o u th

S ix th S tr e e t

P h o n e

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O K

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S u it e

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P ro fe ss io n a l S e rv ic e s In c

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A G

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ISSUED FOR CONSTRUCTION 3 MAY 2021

3/8" = 1'-0"1

SOUTH CANOPY FOUNDATION PLAN

3/8" = 1'-0"2

SOUTH CANOPY ROOF PLAN

3/8" = 1'-0"5

MEZZANINE FOUNDATION PLAN

3/8" = 1'-0"6

MEZZANINE FRAMING PLAN

REFER TO SHEET S-001 FOR KEYED NOTES FOR STRUCTURAL SHEETS

3/8" = 1'-0"3

NORTH CANOPY FOUNDATION PLAN

3/8" = 1'-0"4

NORTH CANOPY ROOF PLAN

GROUND FLOOR

EL. 100'-0"

CONTRACTION JOINT WITH JOINT FILLER OVER

CENTERLINE OF EXISTING GRADE WALL

#4 DOWEL @ 12" O.C. DRILLED AND

EPOXY GROUTED IN TO EXISTING

GRADE WALL, 6" MIN. EMBEDMENT,

HOOK INTO TOP OF NEW SLAB,

ALTERNATE HOOKS

1.1

1'-4 1/4" 3 3/4"

1'-8"

3-#5 BARS

#4@12'' STIRRUPS

#5 BARS EACH FACE

#4 DOWEL @ 12" O.C. 3' x 3'

1" DIA. x 18" SMOOTH STAINLESS

STEEL DOWEL AT 24" O.C., CAST

INTO ONE SIDE, GREASE OTHER

SIDE

NEW PAVEMENT, REFER

TO CIVIL DRAWINGS

#5@12"

10"

3' -2

#5@12''

GROUND FLOOR

EL. 100'-0"

4"

FOUNDATION INSULATION,

REFER TO ARCH.

4' -0

1' -0

2-#4 BARS x CONT. WITH #4 U-

BARS AT 12" O.C. 2'-0" LONG

1" DIA. x 2'-0" LONG SMOOTH

DOWEL AT 18" O.C. ACROSS

CONSTRUCTION JOINT

3'-0" SQ.

1' -0

1'-6" SQ.

EXISTING MEZZANINE COLUMN TO

BE REMOVED AND REPLACED IN

BUILDING AFTER PAINTING

#5@10'' E.W.

M

IN

. 1 '-0

E

M B

E D

2"+/- NON-SHRINK GROUT PAD, ADJUST

THICKNESS TO LEVEL MEZZANINE

SURFACE. (1" MIN. THICKNESS)

EXISTING BASE PLATE WITH NEW

ANCHOR RODS MATCHING THE

DIA. OF ORIGINAL RODS

4-#5 DOWELS WITH STD 90 DEG

HOOK INTO FOOTING. 3-#4 TIES

SPACED AT 3", BAL. AT 12"

5 3

#4@12" O.C.

1'-0" TYP.

REFER TO TYPICAL

THICKENED SLAB DETAIL

GROUND FLOOR

EL. 100'-0"

T.O.C. -0.40'

REFER TO TYPICAL

THICKENED SLAB DETAIL

GROUND FLOOR

EL. 100'-0"

GROUND FLOOR

EL. 100'-0"

#4 DOWEL @ 12" O.C. DRILLED AND

EPOXY GROUTED IN TO EXISTING

GRADE WALL, 4" MIN. EMBEDMENT, 2'-0"

LONG HOOK INTO TOP OF NEW SLAB

1" DIA. x 24" SMOOTH STAINLESS STEEL

DOWEL, EPOXY ANCHOR INTO

EXISTING, GREASE OTHER SIDE

NEW DOOR OPENING, REFER TO

ARCHITECTURAL DRAWINGS

EXISTING APRON SLAB

EXISTING GRADE WALL AND FOOTING

3' -0

2"

EXISTING GRADE

6" SLAB WITH #4 BARS AT 12" O.C., E.W.

TURNED DOWN INTO WALLS CAST OVER 36" OF

COMPACTED DRAINAGE COURSE (IDOT CA 7)

MECHANICAL UNIT

W6x12 (GALV) MECHANICAL UNIT SUPPORT BEAM, COORDINATE LOCATION OF BEAM WITH UNIT

SELECTION

S-501

1'-0" TYP.

M

IN

2' -0

6"

W6x12 (GALV.)

HSS5x3x1/4 (GALV.)

1/4

5"

BASE PL1/2"x10"x8" (GALV.) WITH (4) 5/8" DIA.

CONCRETE SCREW ANCHORS, POWERS SCREW

BOLT PLUS MECHANICALLY GALV. OR

EQUIVALENT, 4 3/8" LONG IN STD HOLES 1" NON-SHRINK GROUT BED

MECHANICAL UNITLOCATE STEEL FRAME RAIL ON EACH SIDE

OF MECHANICAL UNIT SUPPORT LOCATIONS

AND TERMINATE FLUSH WITH LIMIT OF UNIT

6"

6"

6" COMPACTED DRAINAGE

COURSE (CA-7)

FLOOR DRAIN, REFER TO

PLUMBING, PITCH SLAB TO DRAIN

6"

1 1/2" PULTRUDED

FIBERGLASS GRATING

L2x2x3/16 EMBED FOR

GRATING SILL

#4@12", EW

#4@12" DOWELS 3' LONG INTO SLAB

AND STD 90 DEG HOOK INTO WALL

4'-0" SQUARE

S-501

REFER TO PLAN FOR SLAB TYPE

EMERGENCY EYE

WASH, REFER TO

PLUMBING

EMERGENCY SHOWER,

REFER TO PLUMBING

NOTE: REFER TO ARCH AND MECH FOR SHOWER LOCATIONS.

#4@12" DOWELS 3' LONG INTO SLAB AND

STD 90 DEG HOOK INTO SUMP WALL. AT

EXISTING SLAB LOCATIONS, DRILL AND

EPOXY GROUT #4 BARS INTO EXISTING

SLAB WITH 4" MIN. EMBEDMENT

L2x2x3/16 CONT. AROUND SUMP WITH 3/8" DIA.x3"

SHEAR CONNECTOR

SPACED AT 12" O.C. (GALV.)

SHIM GRATING AS

REQUIRED TO MATCH

SLAB SURFACE

2"4

SLAB CONSTRUCTION JOINT

CENTERLINE HSS

COLUMN

E

AC

H C

O R N

ER

8" TY

PIC

AL

C E

N T

E R

LI

N

E H

C

O

LU

M N

CONSTRUCTION JOINT OR

CONTRACTION JOINT (TYP.)

COLUMN (TYP.)

1/2" THICK PREMOLDED JOINT

FILLER AND SEALANT

(TYPICAL)

5 5

NOTE: REFER TO PLAN FOR SLAB THICKNESS

EXISTING

FOUNDATION WALL

GROUND FLOOR

EL 100'-0"

10.90.8

EXTERIOR MAT FOUNDATION,

REFER TO CANOPY DETAILS

#4 DOWEL x 3'-0" LONG TAIL AT 18"

O.C., EPOXY GROUTED INTO EXISTING

WALL WITH 4" EMBEDMENT

EXISTING FOUNDATION

WALL AND FOOTING

EXISTING SLAB

ON GRADE

NEW DOOR, REFER

TO ARCH.

(3) #5 DOWELS x 4'-0" LONG, DRILLED AND EPOXY GROUTED

INTO PEDESTAL AND GRADE WALL WITH 4" MIN. EMBEDMENT,

CENTERED IN NEW 6" SLAB, LAP TO NEW SLAB

REINFORCEMENT, TYPICAL EACH PEDESTAL IN HIGH BAY

1'-6"1'-6"

EXISTING PEDESTAL

EXISTING GRADE WALL

NEW HIGH BAY SLAB, REINFORCEMENT

NOT SHOWN FOR CLARITY

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ISSUED FOR CONSTRUCTION 3 MAY 2021

1/2" = 1'-0"1

TYP. INT. DOOR OPENING SECTION

3/4" = 1'-0"2

FOUNDATION SECTION

3/4" = 1'-0"3

SLAB TRANSITION DETAIL

1" = 1'-0"4

TYPICAL MEZZANINE FOUNDATION SECTION

3/4" = 1'-0"5

SLAB STEP DETAIL

3/4" = 1'-0"6

SLAB TRANSITION DETAIL

1/2" = 1'-0"8

TYP. EXT. DOOR OPENING SECTION 3/4" = 1'-0"9

TYPICAL MECHANICAL SUPPORT SECTION

1 1/2" = 1'-0"12

MECHANICAL SUPPORT DETAIL

3/4" = 1'-0"10

EMERGENCY SHOWER SUMP

1 1/2" = 1'-0"13

GRATING BEARING DETAIL

REFER TO SHEET S-001 FOR KEYED NOTES FOR STRUCTURAL SHEETS

1" = 1'-0"11

TYPICAL COLUMN ISOLATION JOINT HSS

3/4" = 1'-0"14

TYPICAL SLAB JOINT AT EXISTING

3/4" = 1'-0"7

EXISTING FOUNDATION SECTION

3/4" = 1'-0"15

SLAB DOWEL REINFORCEMENT PLAN

GROUND FLOOR

EL 100'-0"

2 3

3/8" DIA. ROD BRACING W/

TURNBUCKLE BETWEEN

PEMB FRAMES

ROD CONNECTION TO EXISTING

RIGID FRAME TO BE DRILLED AND

FASTENED WITH HILLSIDE WASHERS

NOTE: CONTRACTOR TO NOTIFY ENGINEER WHEN SIDING AND

ROOFING HAS BEEN REMOVED TO INSPECT FRAME FOR THE

PRESENCE OF EXISTING CROSS BRACING UNKNOWN DURING DESIGN.

S-504

S-504

NOTE: FIELD DRILL EXISTING

GIRT FOR ROD BRACE, TYP.

1 1.1

2'-0" SQUARE PEDESTAL

FOR NEW WIND COLUMN

WITH 8-#6 VERTICAL BARS

NEW C12x20.7 BETWEEN EXISTING

HANGER DOOR TRACK FRAMING.

REFER TO PLAN FOR LOCATION.

FIELD VERIFY TOP OF STEEL FOR

EXISTING CHANNELS AND MATCH

ELEVATION

CONNECT NEW WIND COLUMN

TOP TO NEW OR EXISTING C12

EXISTING W33

DOOR HEADER

EXISTING W27 DOOR

TRACK SUPPORT

EXISTING PEMB FRAME

2'-6"

T.O.S.

EL. +/- 27'-9 3/8" AFF

HSS8x8x3/8 WIND COL.

5'-0" SQUARE SPREAD FOOTING

2'-6" 2'-6"5@12'' E.W.

1/4

L3x3x1/4 BRACE, TOP AND

BOTTOM, BOLT TO CHANNEL

FLANGE WITH 3/4" DIA. A325

SC BOLT, STAGGER ANGLES

OVER FLANGE

3-#3 TIES AT 3", BAL. AT 12"

GRADE BEAM AND KNEE WALL

REINFORCEMENT NOT SHOWN

FOR CLARITY

1' -0

GROUND FLOOR

EL. 100'-0"

NOTE: FIELD VERIFY THE LOCATION OF EXISTING

CHANNEL FRAMING TO SET HSS COLUMN LOCATIONS

AND CONFIRM WALL OPENING WIDTHS WITH ARCH.

3' -0

1'

-0

4' -0

1'-0"1'-4 1/4"

D

L4x4x5/16 WITH 1/2" DIA.

MASONRY EPOXY ANCHORS

SPACED AT 2'-0" O.C.

75/8" DIA. PUDDLE WELD EVERY

OTHER FLUTE TO EMBED

PL1/2"x7"xCONT. WITH 1/2" DIA.

SHEAR STUD x 6" LONG SPACED AT 2'-0" O.C.

TOP OF CONCRETE

0.40' BFF

THICKENED SLAB, REFER

TO TYPICAL DETAILS

REFER TO ARCH FOR DECK SLOPE

GROUND FLOOR

EL. 100'-0"

EXISTING CMU WALL

EXISTING FOUNDATION

WALL AND FOOTING

5/8" DIA. PUDDLE WELD EVERY

OTHER FLUTE TO ANGLE

DEMO TOP OF EXISTING

FOUNDATION WALL FOR

NEW DOOR TO CLOSET

1' -0

6"

GROUND FLOOR

EL 100'-0"

10.9

3 T.O.C. 0.40' B.F.F.

1' -6

EXISTING GRADE WALL

AND FOOTING

EXTERIOR MAT FOUNDATION,

REFER TO CANOPY DETAILS

#4 BARS AT 18" O.C. STAGGERED

DRILLED AND EPOXIED INTO EXISTING

FOUNDATION WALL, 4" EMBEDMENT, 3'

LONG HOOK INTO NEW SLAB

1" DIA. x 24" SMOOTH STAINLESS STEEL

DOWEL AT 18" O.C., CAST INTO SLAB

ONE SIDE, GREASE OTHER SIDE

NEW DOOR, REFER TO ARCH.

FOUNDATION INSULATION,

REFER TO ARCH.

6"

EIFS WALL SYSTEM,

REFER TO ARCH.

EXISTING FOUNDATION WALL

6" TALL CONCRETE CURB

WITH (2) #4 BARS CONT.

#4 DOWEL AT 18" O.C. DRILLED

AND EPOXY GROUTED INTO

EXISTING FOUNDATION WALL

WITH 4" MIN. EMEDMENT

NOTE: COORDINATE CURB LOCATION

WITH ARCHITECTURAL DETAILS.

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ISSUED FOR CONSTRUCTION 3 MAY 2021

3/8" = 1'-0"6

ROD BRACING ELEVATION

1/2" = 1'-0"1

WIND COLUMN SECTION

3/4" = 1'-0"7

ELECTRICAL ROOM WALL SECTION

3/4" = 1'-0"4

MECH ROOM DOOR SECTION

REFER TO SHEET S-001 FOR KEYED NOTES…