W912HN-18-B-3001_VOL2_AMD2.pdf

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INDEX OF DRAWINGS - VOLUME 2

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ISSUED FOR CONSTRUCTION

MH603 MECHANICAL SCHEDULES

MH701 HOT AND CHILLED WATER PIPING SCHEMATIC

MI001 HVAC CONTROLS LEGEND

MI002 HVAC CONTROLS POINTS - SCHEDULING INSTRUCTIONS

MI801 AHU-1 CONTROL SCHEMATIC AND LADDER DIAGRAM

MI802 AHU-2 & 3 CONTROL SCHEMATIC AND LADDER DIAGRAM

MI803 AHU-4 CONTROL SCHEMATIC AND LADDER DIAGRAM

MI804 DOAS-1 CONTROL SCHEMATIC AND LADDER DIAGRAM

MI804A ERV-1 & 2 CONTROL SCHEMATIC AND LADDER DIAGRAM

MI805 AHU-1 SEQUENCE-OF-OPERATION

MI806 AHU-2 & 3 SEQUENCE-OF-OPERATION

MI807 AHU-4 SEQUENCE-OF-OPERATION

MI808 DOAS-1 SEQUENCE-OF-OPERATION

MI808A ERV-1 & 2 SEQUENCE OF OPERATION

MI809 CONTROL VALVE & CONTROL DAMPER SCHEDULES

MI810 AHU-1 CONTROL POINTS SCHEDULE

MI811 AHU-2 & 3 CONTROL POINTS SCHEDULE

MI812 AHU-4 CONTROL POINTS SCHEDULE

MI813 DOAS-1 CONTROL POINTS SCHEDULE

MI814 MISC CONTROL SCHEMATICS

MI815 MISC CONTROLS AND SEQUENCE-OF-OPERATION

MI816 VAV TERMINAL UNIT & UNIT HEATER CONTROL POINTS SCHEDULE

MI817 MISC CONTROL POINTS SCHEDULES

MI818 FCU-1 & 2 CONTROL POINTS SCHEDULE

MI819 HYDRONIC HEATING HOT WATER SYSTEM CONTROL SCHEMATIC AND SEQUENCE-OF-OPERATION

MI820 HYDRONIC CHILLED WATER SYSTEM CONTROL SCHEMATIC AND SEQUENCE-OF-OPERATION

MI821 HYDRONIC CHILLED WATER SYSTEM CONTROL POINTS SCHEDULE

MI822 HYDRONIC HEATING HOT WATER SYSTEM CONTROL POINTS SCHEDULE

MI823 DOMESTIC HOT WATER CTRL SCHEMATIC, SEQUENCE OF OP, AND CTRL POINTS SCHED

MP101 HVAC HYDRONIC PIPING PLAN

MP102 HVAC HYDRONIC PIPING PLAN - PARTS A & C

MP103 HVAC HYDRONIC PIPING PLAN - PARTS B & D

E-001 ELECTRICAL LEGEND & GENERAL NOTES

E-002 ELECTRICAL ABBREVIATIONS & MOUNTING DIAGRAM

EG101 LIGHTNING PROTECTION PLAN - PARTS A & C

EG102 LIGHTNING PROTECTION PLAN - PARTS B & D

EG103 GROUNDING PLAN - PARTS A & C

EG104 GROUNDING PLAN - PARTS B & D

EG501 LIGHTNING PROTECTION SYSTEM DETAILS

EG502 MISCELLANEOUS GROUNDING DETAILS

EL101 LIGHTING PLAN - PARTS A & C

EL102 LIGHTING PLAN - PARTS B & D

EL401 LIGHTING PLAN - ENLARGED MECHANICAL EQUIPMENT PLATFORM

EL501 LIGHT FIXTURE SCHEDULE AND DETAILS

EL502 LIGHT FIXTURE DETAILS

EL503 LIGHT FIXTURE DETAILS

EL504 LIGHTING CONTROL STRATEGY SCHEDULE

EP101 POWER PLAN - PARTS A & C

EP102 POWER PLAN - PARTS B & D

EP103 EQUIPMENT POWER PLAN - PARTS A & C

EP104 EQUIPMENT POWER PLAN - PARTS B & D

EP105 ROOF POWER PLAN - PARTS A & C

EP106 ROOF POWER PLAN - PARTS B & D

EP401 ENLARGED POWER PLANS

EP501 ELECTRICAL DETAILS

EP601 POWER ONE-LINE DIAGRAM

EP602 FEEDER & TRANSFORMER SCHEDULES

EP603 PANEL SCHEDULES

EP604 PANEL SCHEDULES

EP605 PANEL SCHEDULES

EP606 PANEL SCHEDULES

EP607 PANEL SCHEDULES

EY001 AUXILIARY SYSTEMS LEGEND & GENERAL NOTES

EY101 AUXILIARY SYSTEMS PLAN - PARTS A & C

EY102 AUXILIARY SYSTEMS PLAN - PARTS B & D

EY601 AUXILIARY SYSTEMS DIAGRAMS

T-001 TELECOMMUNICATIONS LEGEND & GENERAL NOTES

T-101 TELECOMMUNICATION PLAN - PARTS A & C

T-102 TELECOMMUNICATION PLAN - PARTS B & D

T-103 TELECOMMUNICATION NON-SECURE PATHWAY PLAN - PARTS A & C

T-104 TELECOMMUNICATION NON-SECURE PATHWAY PLAN - PARTS B & D

T-105 SIPRNET PATHWAY PLAN - PARTS A & C

T-106 SIPRNET PATHWAY PLAN - PARTS B & D

T-401 ENLARGED TELECOMMUNICATION PLANS

T-501 TELECOMMUNICATION DETAILS - CABLE TRAYS

T-502 TELECOMMUNICATION DETAILS - OUTLETS & LABELING

T-601 TELECOMMUNICATION ONE-LINE DIAGRAMS

T-602 TELECOMMUNICATION ELEVATION DIAGRAM - T.E.R. B103

T-603 TELECOMMUNICATION ELEVATION DIAGRAM - T.R. B116

T-604 TELECOMMUNICATION ELEVATION DIAGRAM - NERD SERVER C102

A-602 PARTITION TYPES

A-603 DOOR SCHEDULE AND DETAILS 1

A-604 DOOR SCHEDULE AND DETAILS 2

A-604A ESS DOOR DETAILS 1

A-604B ESS DOOR DETAILS 2

A-604C ESS DOOR DETAILS 3

A-605 DOOR DETAILS

A-606 DOOR DETAILS

A-607 DOOR DETAILS

A-608 WINDOW TYPES

A-609 WINDOW DETAILS 1

A-609A WINDOW DETAILS 2

A-610 LOUVER SCHEDULE AND LOUVER DETAILS

A-620 FINISH SCHEDULE

A-701 LIFE SAFETY PLAN

A-702 LIFE SAFETY ANALYSIS

A-800 AIR BARRIER BOUNDARY PLAN

A-801 AIR BARRIER SECTIONS

A-802 AIR BARRIER DETAILS 1

A-803 AIR BARRIER DETAILS 2

A-804 AIR BARRIER DETAILS 3

A-805 AIR BARRIER DETAILS 4

A-806 AIR BARRIER DETAILS 5

I-101A FURNITURE PLAN - AREA A

I-101B FURNITURE PLAN - AREA B

I-101C FURNITURE PLAN - AREA C

I-101D FURNITURE PLAN - AREA D

I-111A FINISH PLAN - AREA A

I-111B FINISH PLAN - AREA B

I-111C FINISH PLAN - AREA C

I-111D FINISH PLAN - AREA D

I-501 SIGNAGE SCHEDULE & DETAILS

I-511 SIGNAGE TYPICALS 1

I-512 SIGNAGE TYPICALS 2

I-601 ROOM FINISH SCHEDULE

I-611 FINISH LEGEND

I-612 FINISH DETAILS

FA001 FIRE ALARM LEGEND AND OPERATIONS MATRIX

FA101 FIRE ALARM & MASS NOTIFICATION SYSTEMS PLAN - PARTS A & C

FA102 FIRE ALARM & MASS NOTIFICATION SYSTEMS PLAN - PARTS B & D

FA601 FIRE ALARM & MNS ONE-LINE DIAGRAM

FX001 FIRE PROTECTION LEGEND AND GENERAL NOTES

FX101 FIRE PROTECTION FLOOR PLAN - OVERALL

FX102 FIRE PROTECTION FLOOR PLAN - AREA A

FX103 FIRE PROTECTION FLOOR PLAN - AREA B

FX104 FIRE PROTECTION FLOOR PLAN - AREA C

FX105 FIRE PROTECTION FLOOR PLAN - AREA D

FX501 FIRE PROTECTION DETAILS I

FX502 FIRE PROTECTION DETAILS II

FX503 FIRE PROTECTION DETAILS III

P-001 PLUMBING LEGEND

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-504 PLUMBING DETAILS

PL101 PLUMBING FLOOR PLAN - SANITARY SEWER

PL102 PLUMBING FLOOR PLAN - DOMESTIC WATER

PL103 PLUMBING FLOOR PLAN - ROOF DRAINAGE

PL601 PLUMBING SCHEDULES

M-001 HVAC LEGEND

MH101 HVAC FLOOR PLAN - OVERALL

MH102 HVAC FLOOR PLAN - PARTS A & C

MH103 HVAC FLOOR PLAN - PARTS B & D

MH104 HVAC FLOOR PLAN - PARTS A & C (AIRFLOWS & DEVICES)

MH105 HVAC FLOOR PLAN - PARTS B & D (AIRFLOWS & DEVICES)

MH106 HVAC ROOF PLAN

MH107 HVAC THERMOSTAT & SENSOR PLAN

MH301 HVAC SECTIONS

MH302 HVAC SECTIONS

MH303 HVAC SECTIONS

MH304 HVAC SECTIONS

MH305 HVAC SECTIONS

MH401 HVAC ENLARGED PLANS

MH501 HVAC DETAILS

MH502 HVAC DETAILS

MH503 HVAC DETAILS

MH504 HVAC DETAILS

MH505 HVAC DETAILS

MH506 HVAC BRACING DETAILS

MH507 HVAC DETAILS

MH601 MECHANICAL SCHEDULES

MH602 MECHANICAL SCHEDULES

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS

G-003 GENERAL NOTES, ABBREVIATIONS

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 GENERAL STRUCTURAL NOTES

SB101 COMPOSITE FOUNDATION PLAN

SB101A FOUNDATION PLAN - AREA A

SB101B FOUNDATION PLAN - AREA B

SB101C FOUNDATION PLAN - AREA C

SB101D FOUNDATION PLAN - AREA D

SB102 LOADING DOCK PLAN

SB103 PEDESTRIAN BRIDGE PLAN

SB301 FOUNDATION SECTIONS

SB302 FOUNDATION SECTIONS

SB303 FOUNDATION SECTIONS

SB501 FOUNDATION DETAILS

SB601 FOUNDATION SCHEDULES

SF101 COMPOSITE ROOF PLAN

SF101A ROOF PLAN - AREA A AND C

SF101B ROOF PLAN - AREA B AND D

SF201 FRAMING ELEVATIONS

SF202 FRAMING ELEVATIONS

SF203 FRAMING ELEVATIONS

SF204 FRAMING ELEVATIONS

SF205 FRAMING ELEVATIONS

SF206 FRAMING ELEVATIONS

SF207 FRAMING ELEVATIONS

SF208 FRAMING ELEVATIONS

SF301 FRAMING SECTIONS

SF302 FRAMING SECTIONS

SF303 FRAMING SECTIONS

SF304 FRAMING SECTIONS

SF305 FRAMING SECTIONS

SF501 FRAMING DETAILS

SF502 FRAMING DETAILS

SF601 COLUMN SCHEDULES

A-101 COMPOSITE FLOOR PLAN

A-101A FLOOR PLAN -AREA A

A-101B FLOOR PLAN -AREA B

A-101C FLOOR PLAN -AREA C

A-101D FLOOR PLAN -AREA D

A-101E FLOOR PLAN - MECHANICAL EQUIPMENT PLATFORMS AREA C & D

A-101F CLERESTORY PLAN

A-102 DIMENSION PLAN

A-102A DIMENSION PLAN- LATRINES/BREAKROOM

A-103 SECRET OPEN STORAGE AREA FLOOR PLAN

A-104 ROOF PLAN

A-105 REFLECTED CEILING PLAN -PART A

A-106 REFLECTED CEILING PLAN -PART B

A-107 REFLECTED CEILING PLAN -PART C

A-108 REFLECTED CEILING PLAN -PART D

A-109 REFLECTED CEILING PLAN - MECH. EQUIPMENT PLATFORM AREAS C & D

A-201 NORTH ELEVATIONS PART A AND B

A-202 SOUTH ELEVATIONS PART C AND D

A-203 EAST AND WEST ELEVATIONS

A-301 BUILDING CROSS SECTION

A-302 BUILDING LONGITUDINAL SECTION

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-313 WALL SECTIONS

A-314 WALL SECTIONS

A-315 WALL SECTIONS

A-316 WALL SECTIONS

A-317 WALL SECTIONS

A-400 ENLARGED PLANS & INTERIOR ELEVATIONS

A-401 ENLARGED PLANS & INTERIOR ELEVATIONS

A-500 ROOF DETAILS 1

A-501 ROOF DETAILS 2

A-502 ROOF DETAILS 3

A-503 ROOF DETAILS 4

A-504 ROOF DETAILS 5

A-520 CEILING DETAILS

A-521 INTERIOR DETAILS I

A-522 INTERIOR DETAILS 2

A-523 INTERIOR DETAILS 3

A-530 EXTERIOR DETAILS

A-531 EXTERIOR DETAILS 2

A-540 MISCELLANEOUS DETAILS

A-601 PARTITION TYPES

A-601A PARTITION TYPES

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GENERAL NOTES:

G-1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS. COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS FOR SLEEVES, INSERTS, HOLES, HANGERS, AND ANCHORS.

G-2. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO CONTRACTING OFFICER

PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED.

G-3. DETAILS TITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE

SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE DETAIL IS

SPECIFICALLY INDICATED OR REFERENCED.

G-4. PROVIDE TEMPORARY BRACING AND SHORING OF THE STRUCTURE AND COMPONENTS UNTIL ALL COMPONENTS ARE ERECTED AND ALL CONNECTIONS ARE FULLY MADE, AS NECESSARY, TO ENSURE STABILITY DURING CONSTRUCTION. BRACE ALL WALLS DURING CONSTRUCTION AGAINST WIND AND/OR

CONSTRUCTION LOADS.

G-5. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [±X'-X"] REFERENCED TO THE FINISHED FIRST FLOOR ELEVATION DATUM [0'-0"]. SEE CIVIL DRAWINGS FOR ACTUAL DATUM ELEVATION.

G-6. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY

CIRCUMSTANCE.

G-7 THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER ALL BUILDING CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION

PROCEDURES AND SEQUENCES TO ENSURE BUILDING AND COMPONENT SAFETY DURING

ERECTION. THIS INCLUDES ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE-DOWNS.

G-8 CONTRACT DOCUMENTS DO NOT INDICATE THE MEANS AND METHODS OF CONSTRUCTION. THE

CONTRACTOR SHALL SUPERVISE AND DIRECT WORK DURING ERECTION AND CONSTRUCTION

AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES,

TECHNIQUES, SEQUENCES, AND SAFETY.

FOUNDATION AND SLAB NOTES:

F-1. FOUNDATIONS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCE WITH THE

RECOMMENDATIONS IN THE GEOTECHNICAL REPORT PREPARED BY THE SAVANNAH DISTRICT TITLED

"SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT, ARCYBER COMPANY

OPERATIONS FACILITY, FY 17, LI 85794, FT GORDON, GA", DATED NOVEMBER 2017.

F-2. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON SOIL CAPABLE OF SUPPORTING AN ALLOWABLE BEARING PRESSURE OF 2500 PSF AS STATED IN THE GEOTECHNICAL REPORT REFERENCED ABOVE.

F-3. THE CONTRACTOR SHALL HIRE AN INDEPENDENT TESTING LABORATORY AND GEOTECHNICAL ENGINEER, REGISTERED AND LICENSED IN THE STATE WHERE THE WORK WILL BE ACCOMPLISHED, TO VERIFY THAT ALL OF THE REQUIREMENTS CONTAINED IN SPECIFICATION 31 00 00, EARTHWORK, HAVE

BEEN FOLLOWED AND ACCOMPLISHED.

F-4. ALL EXCAVATIONS SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE CONTINUALLY AND

EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE DRAINAGE AND DEWATERING AS

REQUIRED TO ENSURE THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH THE SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND BACKFILLED. REMOVAL OF

SURFACE WATER, GROUNDWATER, AND ANY PERCHED WATER CONDITIONS WHICH MIGHT BE

ENCOUNTERED DURING EXCAVATIONS, SHALL BE ACCOMPLISHED BY APPROVED MEANS. REFER TO SPECIFICATION SECTION 31 00 00, EARTHWORK, AND TO SHEET B-001 FOR ADDITIONAL EXCAVATION

REQUIREMENTS.

F-5. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADES.

F-6. ENSURE THAT EARTH-FORMED FOOTINGS CONFORM TO THE SHAPE, LINES, AND THICKNESSES INDICATED ON THE FOUNDATION PLAN, SECTIONS, AND FOOTING SCHEDULES. EXCAVATION WIDTHS

SHALL BE A MINIMUM OF 4" GREATER THAN DIMENSIONS INDICATED.

F-7. DO NOT INSTALL FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED WITH ADJACENT

UNDERGROUND UTILITIES.

F-8. FOOTINGS SHALL BE LOWERED AS REQUIRED TO PASS UNDER UTILITY LINES. STEP CONTINUOUS FOOTINGS DOWN AS SHOWN IN THE "TYPICAL STEPPED FOOTING DETAIL" ON SHEET SB301. SEE

"TYPICAL CONDUIT OPENING" DETAIL ON SHEET SB301.

F-9. PLACE 10 MIL VAPOR RETARDER AND 4" CAPILLARY WATER BARRIER UNDER ALL INTERIOR SLABS-ON- GRADE (TYPICAL). COORDINATE INSULATION SIZE AND TYPE WITH ARCHITECTURAL DRAWINGS AND

SPECIFICATIONS.

CONCRETE CONSTRUCTION NOTES:

C-1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-14) AND THE SPECIFICATIONS FOR

STRUCTURAL CONCRETE (ACI 301-14) OF THE AMERICAN CONCRETE INSTITUTE (ACI).

C-2. ALL CAST-IN-PLACE CONCRETE SHALL ATTAIN MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF

4000 PSI.

C-3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT WITH A DENSITY OF 140 PCF TO 150 PCF UNLESS

NOTED OTHERWISE ON PLANS.

C-4. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M, GRADE 60 AND SHALL HAVE FABRICATION TOLERANCES IN ACCORDANCE WITH ACI 315. SHOP

FABRICATE REINFORCING BARS WHICH ARE INDICATED TO BE BENT OR HOOKED.

C-5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A497. PROVIDE SHEET-TYPE WELDED

WIRE FABRIC. SHEET LAPS SHALL BE TIED AND LAPPED ONE FULL MESH SPACING PLUS 2".

C-6. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE INDICATED. CONTINUOUS

REINFORCING STEEL SHALL BE SPLICED AS SHOWN IN SCHEDULE ON SB601 UNO ON PLANS.

REINFORCING STEEL SHALL BE PLACED SO THAT SPACING IS GREATER THAN OR EQUAL TO 2X BAR

DIAMETER.

C-7. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS INDICATED. IN NO CASE SHALL

REINFORCEMENT COVER BE LESS THAN THE REQUIREMENTS OF ACI 301.

A. CONCRETE DEPOSITED AGAINST THE GROUND 3"

B. CONCRETE EXPOSED TO EARTH OR WEATHER 2"

C. SLABS AND WALLS 1"

C-8. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A 90° HOOK A MINIMUM OF 12 BAR DIAMETERS IN LENGTH, UNLESS OTHERWISE NOTED. STIRRUPS, TIES, AND 180° HOOKS SHALL

CONFORM TO THE REQUIREMENTS OF ACI 318.

C-9. PROVIDE 1/2" THICK PRE-MOLDED JOINT FILLER MATERIAL WHERE SLABS ON GRADE ABUT VERTICAL

SURFACES.

C-10. ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED AND MAINTAINED

SECURELY IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

C-11. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, ANCHORS, RECESSES AND OTHER EMBEDDED

ITEMS UNLESS OTHERWISE INDICATED. REINFORCEMENT SHALL NOT BE CUT TO FACILITATE

PLACEMENT OF EMBEDDED ITEMS, UNLESS INDICATED.

C-12. NO CONCRETE SHALL BE PLACED UNTIL THE OWNER OR THE CONTRACTING OFFICER'S DESIGNATED

REPRESENTATIVE HAS INSPECTED ALL EMBEDDED WORK, INCLUDING REINFORCEMENT.

C-13. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR AS INDICATED.

C-14. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS EFFECTIVELY COATED

OR COVERED TO PREVENT ALUMINUM-CONCRETE REACTION AND ELECTROLYTIC ACTION BETWEEN

ALUMINUM AND STEEL.

C-15. CONCRETE SLAB ON GRADE JOINTS INDICATED ARE DIAGRAMMATIC AND DO NOT REPRESENT ALL OF THE JOINTS REQUIRED FOR SLAB-ON-GRADE CONSTRUCTION. SLAB PANELS BETWEEN JOINTS SHALL BE SQUARE OR NEARLY SO AND SHALL NOT EXCEED AN ASPECT RATIO WITH PANEL LENGTH GREATER

THAN 1.5 TIMES THE PANEL WIDTH. SPACING SHALL NOT EXCEED 15 FEET O.C.

C-16. CONTRACTOR SHALL PROVIDE JOINTS AT ALL RE-ENTRANT CORNERS INCLUDING, BUT NOT LIMITED TO, COLUMNS AND SLAB RECESSES.

C-17. IN ADDITION, CONTRACTOR SHALL COORDINATE SLAB ON GRADE JOINT REQUIREMENTS WITH SLAB-ON-

GRADE CONSTRUCTION SEQUENCING. CONTRACTOR SHALL SHOW JOINT LAYOUT ON REINFORCING

SHOP DRAWING SUBMITTAL FOR APPROVAL.

STEEL CONSTRUCTION NOTES:

S-1. FABRICATION AND ERECTION OF STRUCTURAL STEEL AND DESIGN OF CONNECTIONS SHALL BE IN ACCORDANCE WITH AISC 360-10, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" DATED JUNE 22, 2010 AND AISC 303-10, "CODE OF STANDARD PRACTICE FOR BUILDING AND BRIDGES" DATED

APRIL 14, 2010. THE STRUCTURAL STEEL MEMBERS SHOWN IN THESE DRAWINGS HAVE BEEN

ANALYZED AND DESIGNED USING AISC 360-10, LRFD METHOD.

S-2. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE ABOVE-

LISTED AISC SPECIFICATION AND THE FOLLOWING:

A. WIDE FLANGE SHAPES (50 KSI) ASTM A992, GRADE B

B. HSS HOLLOW SHAPES (46 KSI) ASTM A500, GRADE B

B. PLATES AND ANGLES ASTM A36

C. HIGH STRENGTH BOLTS ASTM A325

D. ANCHOR RODS W/ NUT AND WASHER ASTM F1554, GRADE 36

S-3. IT IS THE INTENTION OF THESE DESIGN DOCUMENTS TO DELEGATE THE DESIGN OF ALL STRUCTURAL

STEEL CONNECTIONS TO A QUALIFIED REGISTERED ENGINEER U.N.O. SIGNED AND SEALED

CALCULATIONS FOR CONNECTION DESIGNS SHALL BE SUBMITTED SIMULTANEOUSLY WITH

FABRICATION DRAWINGS FOR REVIEW. UNLESS NOTED OTHERWISE ON PLANS, ALL SHEAR

CONNECTIONS FOR SIMPLY SUPPORTED BEAMS SHALL BE DESIGNED TO DEVELOP THE REACTION OF

THE MAXIMUM ALLOWABLE UNIFORM LOAD CAPACITY FOR THE BEAM SIZE AND SPAN SHOWN,

ASSUMING FULL LATERAL SUPPORT, AS TABULATED IN THE ALLOWABLE UNIFORM LOAD TABLES OF

THE AISC MANUAL, 14TH EDITION.

S-4. ALL SHOP AND FIELD WELDING SHALL BE BY CERTIFIED WELDERS AND SHALL CONFORM TO AWS

STANDARDS. USE E70XX ELECTRODES UNLESS OTHERWISE NOTED. MINIMUM WELD SIZE FOR

STRUCTURAL STEEL IS 1/8 IN FILLET, UNLESS OTHERWISE NOTED. CURRENT AWS CERTIFICATIONS

SHALL BE AVAILABLE AT THE JOB SITE FOR REVIEW BY THE OWNERS' REPRESENTATIVE.

S-5. ALL BOLTED CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL USE 3/4" DIAMETER HIGH STRENGTH

BOLTS WITH HARDENED CARBON STEEL WASHERS AS REQUIRED FOR THE CONNECTION LOADS.

S-6. ALL FIELD-BOLTED SHEAR CONNECTIONS SHALL BE SNUG TIGHT BEARING-TYPE CONNECTIONS, THREADS INCLUDED IN THE SHEAR PLANE.

S-7. FIELD CUTTING OF STRUCTURAL STEEL MEMBERS BY ANY TRADE IS NOT PERMITTED. BOLT HOLES

SHALL NOT BE CUT OR ENLARGED BY FLAME CUTTING IN THE FIELD.

S-8. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL DRAWINGS AND DESIGN CALCULATIONS FOR ANY

ALTERNATE DETAILS AND MEMBER SPLICES.

S-9. SHOP OR FIELD SPLICES OF STRUCTURAL STEEL MEMBERS ARE PROHIBITED EXCEPT AS DETAILED ON THE DRAWINGS, PERMITTED IN THE SPECIFICATIONS, AS INDICATED ON APPROVED SUBMITTALS, AND AS SPECIFICALLY APPROVED ON SHOP DRAWINGS PRIOR TO FABRICATION.

S-10. PAINT ALL STEEL BELOW GRADE WITH BITUMINOUS COATING.

S-11. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 FOR MEMBERS AND ASTM A153 FOR CONNECTION ELEMENTS, EXCEPT THAT ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE BLAST CLEANED AND COATED IN ACCORDANCE WITH THE

STRUCTURAL STEEL AND PAINT SPECIFICATIONS. COORDINATE ALL STEEL FINISHES WITH

ARCHITECTURAL DRAWINGS AND SPECIFICATIONS.

MASONRY CONSTRUCTION NOTES:

M-1. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530-13/ASCE 5-13/TMS 402-13) AND "SPECIFICATION FOR MASONRY

STRUCTURES" (ACI 530.1-13/ASCE 6-13/TMS 602-13).

M-2. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE A MINIMUM OF 2000 PSI.

M-3. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND BE MANUFACTURED WITH NORMAL

WEIGHT AGGREGATE.

M-4. GROUT SHALL CONFORM TO ASTM C476 AND SHALL NOT CONTAIN ADMIXTURES. GROUT SHALL ATTAIN

A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000 PSI.

M-5. REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M, GRADE 60 AND

SHALL HAVE FABRICATION TOLERANCES IN ACCORDANCE WITH ACI 315. SHOP FABRICATE

REINFORCING BARS WHICH ARE INDICATED TO BE BENT OR HOOKED.

M-6. LOCATE JOINT REINFORCEMENT 16 INCHES ON CENTER VERTICALLY AND ADDITIONALLY AT THE TOP OF ALL FOUNDATIONS AND IN THE TWO JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS, EXTENDING A MINIMUM OF 24 INCHES BEYOND THE JAMB ON EACH SIDE.

M-7. PLACE PIPES AND CONDUITS PASSING HORIZONTALLY THROUGH MASONRY IN STEEL OR PVC SLEEVES

OR CORED HOLES UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

STEEL DECK NOTES:

SD-1. ROOF DECK SHALL BE GALVANIZED STEEL CONFORMING TO ASTM A653 WITH A MINIMUM YIELD STRENGTH OF 33 KSI. STEEL ROOF DECK SHALL BE AS SHOWN ON DRAWINGS. ROOF DECK SHALL BE

FASTENED AS SHOWN SF501.

SD-2. PROVIDE ALL RIDGE PLATES, VALLEY PLATES, CLOSURE PLATES, POUR STOPS, AND ALL OTHER

ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION IN ACCORDANCE WITH THE DECK

MANUFACTURER'S RECOMMENDATIONS.

SD-3. CONTRACTOR SHALL COORDINATE OPENINGS IN STEEL DECK WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS PRIOR TO DECK PLACEMENT.

SD-4. HANGING LOADS DIRECTLY FROM ROOF DECK IS PROHIBITED.

SD-5. STEEL DECK SHALL SPAN CONTINUOUSLY OVER A MINIMUM OF 4 SUPPORTS (3 SPANS) UNO.

STEEL JOIST NOTES:

SJ-1. DESIGN, FABRICATION AND ERECTION OF JOISTS, JOIST EXTENSIONS AND JOIST SUBSTITUTES SHALL

BE IN ACCORDANCE WITH SJI SPECIFICATIONS.

SJ-2. JOISTS, JOIST EXTENSIONS AND JOIST SUBSTITUTES SHALL BE DESIGNED TO THE INDICATED SLOPES

AND FOLLOWING CRITERIA. ROOF JOISTS SIZES SHOWN ON DRAWINGS ARE PROVIDED FOR

ESTIMATING PURPOSES, HOWEVER SHALL BE MINIMUM REQUIRED AND ANY CHANGE REQUIRED SHALL

BE SUBJECT TO CONTRACTING OFFICER APPROVAL.

SJ-3. ALL ROOF JOISTS, JOIST EXTENSIONS AND JOIST SUBSTITUTES SHALL BE DESIGNED BY THE STEEL

JOIST FABRICATOR FOR THE DESIGN LOADS NOTED ON THE DRAWINGS INCLUDING:

1. COLLATERAL ROOF DEAD LOAD OF 15 PSF W/ 10 PSF TOP CHORD, 5 PSF BOTTOM CHORD

2. ROOF SNOW LOADS, INCLUDING DRIFT SURCHARGE AT ALL HEADWALLS

3. ROOF LIVE LOAD OF 20 PSF WITH LIVE LOAD DEFLECTION LESS THAN L/240

4. ROOF MOUNTED MECHANICAL EQUIPMENT, SEE SF502

5. ROOF MOUNTED SCREEN WALL, WITH DEAD LOAD OF 20 PLF

6. GROSS UPLIFT PRESSURES ARE INDICATED ON S-003, FOR NET UPLIFT

UTILIZE COLLATERAL ROOF DEAD OF 10 PSF PLUS SELF WEIGHT OF JOIST

SJ-4. JOISTS SHALL NOT SUPPORT GREATER THAN A 50 LB CONCENTRATED VERTICAL LOAD ON THE

BOTTOM CHORD BETWEEN PANEL POINTS WITHOUT ADEQUATE REINFORCING OF JOISTS. NO

VERTICAL LOAD SHALL BE IMPOSED ON BRIDGING. SEE SF502 FOR JOIST REINFORCING DETAIL.

SJ-5. PROVIDE TOP AND BOTTOM CHORD EXTENSIONS WHERE NOTED ON DRAWINGS.

SJ-6. JOIST DESIGN SHALL INCLUDE ALL REQUIRED JOIST BRIDGING. BRIDGING SHALL BE SIZED, SPACED, AND INSTALLED IN ACCORDANCE WITH SJI SPECIFICATIONS.

SJ-7. JOISTS SHALL BE CONNECTED TO THE SUPPORTING STEEL IN ACCORDANCE WITH SJI SPECIFICATIONS

AND PROJECT CRITERIA NOTED ON DRAWINGS.

SJ-8. CALCULATIONS AND DRAWINGS PREPARED AND SIGNED BY A REGISTERED ENGINEER SHALL BE

SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO FABRICATION OF JOISTS.

FORCE PROTECTION NOTES:

FP-1. WINDOW AND DOOR FRAME CONNECTIONS TO STRUCTURAL ELEMENTS SHALL MEET UFC 4-010-01

AND UFC 4-010-02 REQUIREMENTS.

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M-8. ALUMINUM CONDUITS, PIPES, AND ACCESSORIES SHALL NOT BE EMBEDDED IN MASONRY GROUT, OR

MORTAR, UNLESS EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM-CEMENT CHEMICAL

REACTION OR ELECTROLYTIC REACTION BETWEEN ALUMINUM AND STEEL.

M-9. UNLESS OTHERWISE NOTED OR DETAILED, CENTER WALL REINFORCEMENT IN BLOCK CELLS. USE

NONMETALLIC BAR POSITIONERS.

M-10. PROVIDE DOWEL REINFORCEMENT FROM WALLS INTO FOUNDATION OF SAME SIZE AND SPACING AS VERTICAL WALL REINFORCEMENT. LAP WALL REINFORCEMENT AS INDICATED IN SCHEDULE ON SB601.

M-11. BOND BEAMS AT ROOF AND FLOOR LEVELS SHALL BE CONTINUOUS FOR LENGTH OF BOND BEAM, INCLUDING WALL INTERSECTIONS, AROUND CORNERS, AND THROUGH MASONRY CONTROLS JOINTS.

M-12. MASONRY WALLS NOT SPECIFICALLY DETAILED SHALL HAVE MINIMUM VERTICAL REINFORCING OF #5 BARS LOCATED 48" OC, INTERMEDIATE BOND BEAM LOCATED 6' - 8" AFF AND BOND BEAM AT TOP OF

WALL WITH (2) #5 BARS. HORIZONTAL JOINT REINFORCEMENT SHALL BE 16 INCHES OC.

F

W24 COLUMN 8" CMU WALL, SEE PLAN

FOR REINFORCING

SECONDARY CONCRETE

PLACEMENT TO CONCEAL

ANCHOR BOLTS

1" GROUT

(4) 1-1/4" x 36" ANCHOR

BOLTS WITH DOUBLE

PLATE AND WASHERS

MIN 32" EMBEDMENT

COLUMN FTG, SEE

SCHEDULE ON SB601

PROVIDE LINTEL OVER

POURED AREA WITH (2)#5

HORIZONTAL BARS

EXTENDED 24" BEYOND

EACH SIDE OF PIER

#8 BARS

#3 TIES

HAIRPIN

SB302 T/ PIER

-0' - 4"

EQ EQ

EQ

EQ

COL.

STEEL COLUMN, SEE

PLAN

(4) 3/4" DIA. ANCHOR

RODS W/ HEAVY

NUTS AND

WASHERS. MIN

EMBEDMENT 8".

TYP.

C O

L.

STEEL BASE PLATE,

SEE SCHEDULE ON

SF601

1 1/2" 1 1/2"

1/

2"

1/ 2"

EQ EQ

EQ

EQ

COL.

STEEL COLUMN, SEE

PLAN

(8) 1-1/4" DIA.

ANCHOR RODS W/

HEAVY NUTS AND

WASHERS. MIN

EMBEDMENT 32".

TYP.

C O

L.

STEEL BASE PLATE,

SEE SCHEDULE ON

SF601

2" 2"

2" 2"

B

CONCRETE FOOTING, SEE PLAN

FOR SIZE AND REINFORCEMENT

CONCRETE SLAB ON

GRADE, SEE PLAN

BASE PLATE WITH ANCHOR BOLTS,

SEE COLUMN SCHEDULE ON SF601

TOP OF BASE PLATE = TOP OF SLAB - 3”

1/2" EXP JOINT

HSS COLUMN, SEE

SCHEDULE ON SF601

SB302

RAISED FLOORING, SEE ARCH

SECONDARY CONCRETE PLACEMENT

TO CONCEAL ANCHOR BOLTS

#5 BARS

T/ PIER

-0’ - 6”

B

SB302

#3 TIES AT

6" O.C. MAX

(4) #5 VERTICAL

BARS

1'

6"

1' - 6"

1' - 4 1/4"

F

F

1 1

(10) #8 VERT

BARS

#3 TIES AT

6" OC MAX

D

D

1'

6"

3' - 4"

01 FLOOR

0' - 0"

T.O.F -2' - 0"

BRICK VENEER,

SEE ARCH

COLUMN FOOTING,

SEE PLAN

HSS COLUMN, SEE

SCHEDULE ON SF601

1/2" EXP JOINT

COLUMN PEDESTAL,

SEE PLAN

METAL STUD AND

SHEATHING, SEE ARCH

#3 TIES @ 6"

MAX SPACING

(10) #8 VERT BARS.

LAYOUT SIM TO 5/SB302

2" 2" 2"

6" OD STD STEEL PIPE

FILLED WITH GROUT

SLAB ON

GRADE

5'

- 6

6"

5'

- 0

SQUARE

2' - 0"

BOLLARD FOUNDATION

1/2" EXP JOINT

ROUND CONCRETE CAP

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COL F/D PEDESTAL2

SINGLE BASE PLATE6

SINGLE BASE PLATE7

FRONT WINDOW COL PIER3

PIER SECTION8

COL LINE F/D PEDESTAL PLAN5

COLUMN FOOTING1 0

SCALE: 3/4"=1'-0"

12 2

SCALE: 3/4"=1'-0"

12 2

SCALE: 3/4"=1'-0"

12 2

NO SCALE

NO SCALE

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

SCALE: 3/4"=1'-0"

12 2

BOLLARD FOUNDATION4

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

AA

8 #8 BARS

#3 TIES AT 6" O.C.

MAX

NOTE:

ANCHOR BOLTS NOT

SHOWN FOR CLARITY

1'

8"

1' - 8"

FLOOR SLAB

SEE PLAN

FOOTING SEE

SCHEDULE

#8 BARS

(4) 1-1/4" x 36" LONG

ANCHOR BOLTS.

BOLTS SHALL NOT

PROTRUDE ABOVE

SLAB. 32" MIN

EMBEDMENT

1" GROUT

HSS, SEE SCHEDULE

SB303

HAIRPIN

#3 TIES AT

6" O.C. MAX

T/ PIER

-0' - 4"

1/2" EXPANSION JOINT

MATERIAL, (TYP)

2" 2"

2"

01 FLOOR

0' - 0"

(2) CONT. #4 BARSCONCRETE SLAB ON GRADE,

SEE PLAN

1'

0"

6"

CONCRETE SLAB ON GRADE,

SEE PLAN

1/2" EXPANSION JOINT

MATERIAL

EXTERIOR MASONRY WALL, SEE

PLAN AND ELEVATIONS FOR

REINFORCING

BRICK VENEER, SEE ARCH

8" MASONRY PILASTER

REINFORCED WITH #5 VERTICAL

DOWELS CENTERED IN

GROUTED CELLS. GROUT SOLID

ALL PILASTER WALL CELLS.

PROVIDE HORIZONTAL BOND

BEAMS EVERY 48" VERTICALLY.

CONCRETE PIER REINFORCED

WITH #5 VERTICALS AND #3 TIES

@ 6" O.C. MAX. COORDINATE

EXACT SIZE OF PIER AND

SPACING OF VERTICAL DOWELS

WITH ARCHITECTURAL

DRAWINGS AND MASONRY WALL

CELLS ABOVE.

12" THICK CONCRETE FOOTING

REINFORCED WITH #5 @ 12" O.C.

MAX EACH DIRECTION

2" 2"

2"

COORD W/ ARCH

2' - 7 5/8"

+/- 8"

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COL LINE A & C PIER1 PEDESTAL AT FRONT ENT FRAMING2 0

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

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

FRONT ENTRANCE TURNDOWN SLAB3

SCALE: 3/4"=1'-0"

12 2

SB303-4 -CONCRETE PIER AT MASONRY PILASTER4 0

SCALE: 3/4"=1'-0"

12 2

1' - 0"

7'

8"

7'

8"

.0

0°

60.00°

#5 BAR

NOTES:

1. POSITION DOWELS

PERPENDICULAR TO JOINT AND

PARALLEL TO TOP OF SLAB.

2. SUPPORT DOWELS INDEPENDENTLY

OF REINFORCEMENT.

NEW POUR PREVIOUS POUR

1/8" RADIUS

TOOLED EDGE,

(TYP)

3/4"Ø x 16" LONG

SMOOTH

DOWEL AT 12" OC,

GREASED AT ONE

END

CONCRETE SLAB-ON-GRADE

TCE VAPOR INTRUSION

BARRIER

APPLY CURING COMPOUND ALONG

ENTIRE FACE OF PREVIOUS POUR

TO PREVENT BOND

CAPILLARY WATER BARRIER

TOC

T/

T/

T

WELDED WIRE FABRIC

POROUS FILL

CONCRETE

SLAB-ON-GRADE

WELDED WIRE FABRIC

SAWCUT JOINT,

DEPTH EQUAL TO 1/4

OF SLAB THICKNESS

AND CUTS MADE

WITHIN 8 HOURS OF

PLACEMENT

10 MIL VAPOR

BARRIER

1/8"

3/4" CHAMFER, TYP

#4 DOWEL X 6" LONG @

2' -0" O.C. EA SIDE

FACE OF

EQUIPMENT

EQUIPMENT

PAD

CONCRETE SLAB

ON GRADE

6" [0'-0"]

TOC

NOTES:

1. AT CONTRACTOR'S OPTION, DOWELS MAY BE INSTALLED

BY DRILLING AND GROUTING AFTER SLAB IS PLACED.

2. COORDINATE PAD LOCATIONS WITH ARCHITECTURAL,

MECHANICAL, AND ELECTRICAL DRAWINGS.

MIN

6"

BASE PLATE

COLUMN

CONSTRUCTION OR

CONTROL JOINT

EXP JOINT FILLER

TYP.

INTERIOR COLUMN

EDGE OF SLAB

CORNER COLUMNEXTERIOR COLUMN

1' - 6" MIN

3"

MIN

(2) #4 x 4' - 0"

CENTERED IN SLAB

SLAB JOINT

SL

AB

J O

IN

T

2"

2'

- 0

2'

- 0

1' - 0"

7'

8"

7'

8"

.0

0°

90.00°

#5 BAR

F.F.

CONCRETE SLAB-ON-GRADE

1/8" RADIUS

TOOLED EDGE

SLAB DEPRESSION -

SEE PLAN FOR

DEPTH OF

DEPRESSION

SEE ARCHITECTURAL

DRAWINGS FOR EXACT

LOCATION OF SLAB

DEPRESSION

4" CAPILLARY

BARRIER

10 MIL VAPOR RETARDERCOMPACTED

SUBGRADE

FACE OF

EQUIPMENT

(2) #5 CONTINUOUS

SEE ARCH DWGS FOR

PLAN DIMENSIONS

4" POROUS FILL

1' - 0"

1'

6" M

IN

MIN

6"

6"

#4 @ 12" O.C. EACH WAY

FINISH GRADE

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ISSUED FOR CONSTRUCTION

HAIRPIN H-11

1 2 42

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

CONSTRUCTION JOINT9

CONTRACTION JOINT (CJ)3 INTERIOR EQUIPMENT PAD4

COLUMN ISOLATION JOINT5

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SLAB JOINT AND RE-ENTRAINT CORNER DETAIL6

HAIRPIN H-22

1 2 42

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

0 1/2 1 21

SCALE: 1"=1'-0"

0 0

SCALE: 3/4"=1'-0"

12 2

SCALE: 3/4"=1'-0"

12 2 0

SCALE: 3/4"=1'-0"

12 2

TYPICAL SOG DEPRESSION8

EXTERIOR EQUIPMENT PAD7

SCALE: 3/4"=1'-0"

12 2

1/2 1 21

SCALE: 1"=1'-0"

1/2 1 21

SCALE: 1"=1'-0"

ROOF DECK AROOF DECK A

ROOF DECK B

ROOF DECK B

ROOF DECK B

ROOF DECK B

ROOF DECK B

ROOF DECK B

ROOF DECK B

1/ 2"

1/ 2"

1/

2"

1/ 2"

2"

2"

2"

2"

2"

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ISSUED FOR CONSTRUCTION

COMPOSITE ROOF PLAN1

M

AR

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0 1

8 16 3241216

SCALE: 1/16"=1'-0"

PLAN NORTH TRUE NORTH

NORTH ARROW

PART A PART B

PART

C

PART D

KEY PLAN

PLAN NOTES

1. ALL ROOF JOISTS SHALL BE EQUALLY SPACED NOT TO

EXCEED 4'0" CENTER TO CENTER UNLESS SHOWN

OTHERWISE.

2. SEE SHEET S-001 FOR ADDITIONAL NOTES.

3. SEE SHEET S-003 FOR COMPONENTS AND CLADDING

WIND PRESSURES.

L4x4x1/4

L5x3-1/2x1/4 (LLH)

L6x4x5/16 (LLV)

VENEER SEE ARCH

CONT. 3-1/2x3-1/2x1/4"

BENT PLATE

1/8 6-36 1/8 6-36

TYP

TOS/JOIST BRG

13' - 8" AFF

BOS 10' - 0 1/4" AFF

CONT. 10x1/4" PLATE, COORDINATE

OFFSET IN SECTION W/ CURTAIN WALL

ATTATCHMENT REQUIREMENTS

1/8 6-24 1/8 6-24

8" CMU

3/4" x 6" HEADED

STUDS AT 24" OC

CURTAIN WALL,

SEE ARCH

HSS 6x2x1/8 @ 6' - 0" OC

W8

L2x2x1/8 x 3" LONG. WELD TO HSS 6x2 ONLY. ADJUST TO

FIT SNUG AGAINST W8.

3/ 4"

CONT. 3-1/2X3-1/2X1/4" BENT PLATE.

ATTACH TO CMU SIMILAR TO 3/SF501.

PUDDLE WELD DECK TO PLATE.

1/8

1/8 1/8

TYP

THREADED INSERT WELDED

TO STEEL BEAM

8" CMU WALL

3/4" DIAMETER x 9" LONG A307

HEADED STUD AT 24" OC WELDED

TO W24 TOP FLANGE

W24

CONT. L3-1/2X3-1/2X1/4

W/ 1/2" DIA EXP ANCHORS

W/ MANUF STD EMBED AT 24" OC

METAL DECK

3/4" DIA x 6" HEADED

STUD AT 24" OC

W8X31

8" CMU

BOS 9' - 4" AFF

SF501

SF301

W8X31 CONTINUOUS BEAM

PROVIDE BEARING PLATE AS SHOWN ON

BEAM BEARING DETAIL ON SF302. DO NOT

FASTEN BEAM TO PLATE.

8" CMU WALL

8" CMU

BEARING PLATE THIS END TO BE

1/2" x 5-3/4" x 8" SUCH THAT OPPOSITE

CMU FACE SHELL REMAINS INTACT.

SEE SF302 FOR ADDITIONAL DETAILS.

SHEET ID

D R

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ES

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SU

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US Army Corps of Engineers ®

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SCALE: 3/4"=1'-0"

12 2

LINTEL4CURTAIN WALL AT ROOF3 WALL H SHEAR CONNECTOR5

ARCH WALL LINTEL2CMU LINTEL1 0

SCALE: 3/4"=1'-0"

12 2

SCALE: 3/4"=1'-0"

12 2

1/2 1 21

SCALE: 1"=1'-0"

SCALE: 3/4"=1'-0"

12 2

1' 7-3/4" x 10" WIDE x 1/2"

THRU PLATE1"

9/16

CUT HSS SECTION

SHALL BE 8-1/8" LONG

2 ROWS 1" DIA ASTM A325

BOLTS, 3 EA SIDE 6

TOTAL BOTTOM FLANGE

AND 6 TOTAL TOP FLANGE

NOTE:

FOR DETAILS NOT SHOWN

SEE 4/SF305.

SHEAR CONNECTION

THIS SIDE DO NOT CONNECT

W8 TO THRU PLATE

W8W8

3"

SF305

3/8" PLATE TYP

2 -1" DIA ASTM A325

BOLTS TYP

10" WIDE x 29 -1/2" LONG x 1/2"

THRU PLATE TOP AND BOTTOM

1 3/4"

3 1" DAMETER BOLTS

IN 2 ROWS TOP AND

BOTTOM PLATES

6"

4 3/4"

1 3/4"

1/

2"

CUT SECTION OF HSS

SHALL BE 1'0-3/8" LONG

9/16

9/16

5/8 INCH MIN

HSS 8x8

W12 W12

3/8 3/8

TYP

A

A

9 9

1 3/4"

2 ROWS 1" DIA ASTM

A325 BOLTS, 12 TOTAL

1/2" PLATE CENTER

OVER HSS W12

W12

W12

2'

1/

2"

10"

3"

A

12" LONG x 10" WIDE X 7/8" PLATE.

TAPER AT END TO MATCH THRU

PLATE THICKNESS.

10" LONG x 10" WIDE x 7/8" PLATE. TAPER AT

END TO MATCH THRU

PLATE THICKNESS.

TYP

1 7/8"

3 3/4"

2 ROWS OF (3) 1" DIA BOLTS

TOP AND BOTTOM

NOTE:

1. FOR DETAILS NOT

SHOWN SEE 4/SF305

2. COL LINE 9 SIMILAR

3"

HSS 8x8

W12

THRU PLATE

HSS CUT SECTION

TYP

C

13 -1/8" LONG x 10" WIDE x 7/8"

PLATE. TAPER AT END.

12 -1/4" x 10" WIDE x 7/8"

PLATE, TAPER AT END

TO MATCH THRU PLATE

THK.

1 3/4"

NOTES:

1. FOR DETAILS NOT SHOWN

SEE 3/SF305 AND 4/SF305

2. COL LINE 9 SIM

7/16

BOTH

SIDES

CUT BACK FLANGE 1"

TO ALLOW WELD

THRU PLATE

HSS CUT

SECTION

HSS 8x8

MIN

2 3/8"

SHEET ID

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M

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

FRONT ENTR MOMENT FRAME LOWER5FRONT ENTR FRONT TOP MOMENT CONN4

FRONT ENTR MOMENT CONN TOP PLATE2 FRONT ENTR SIDE ELEV MOMENT CONN3FRONT ENTR SIDE ELEV BACK1

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

11 0

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

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

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

FINISHED FLOOR

0"

TOF

-2' - 0"

TOP OF MASONRY

AT PARAPET

18' - 0"

6 45

T.O.S.

30' - 4"

A-801

A-803

FINISHED FLOOR

0"

TOF

-2' - 0"

TOP OF MASONRY

AT PARAPET

18' - 0"

1213 68910 711

A-301

A-301

T.O.S.

30' - 4"

A-801

A-801

SHEET ID

D R

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D

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US Army Corps of Engineers ®

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ISSUED FOR CONSTRUCTION

NORTH ELEVATION PART A1

NORTH ELEVATION PART B2

PREFINISHED FIXED ALUMINUM

STOREFRONT WINDOW WITH 1"

INSULATED GLAZING AS SPECIFIED

4" FACE BRICK (RUNNING BOND)

PAINTED HOLLOW METAL DOOR AND FRAMEPREFINISHED FIXED ALUMINUM

STOREFRONT WITH 1" INSULATED

GLAZING AS SPECIFIED

PREFINISHED ALUMINUM COPING

PREFINISHED ALUMINUM HVAC SCREEN

3" FACTORY INSULATED, FACTORY FINISHED

METAL WALL PANEL SYSTEM (SMOOTH)

3" FACTORY INSULATED, FACTORY FINISHED

METAL PANEL SYSTEM (SMOOTH)

PREFINISHED FIXED ALUMINUM

STOREFRONT WITH 1" INSULATED

GLAZING AS SPECIFIED

3" FACTORY INSULATED, FACTORY FINISHED

METAL WALL PANEL SYSTEM (SMOOTH)

TRANSLUCENT WALL PANEL SYSTEM

PREFINISHED FIXED ALUMINUM

STOREFRONT WITH 1" INSULATED

GLAZING AS SPECIFIED

3" FACTORY INSULATED, FACTORY FINISHED

METAL WALL PANEL SYSTEM (SMOOTH) PREFINISHED FIXED ALUMINUM

STOREFRONT WINDOW WITH 1"

INSULATED GLAZING AS SPECIFIED

4" FACE BRICK (RUNNING BOND)

PREFINISHED ALUMINUM COPING

PREFINISHED ALUMINUM HVAC SCREEN

3" FACTORY INSULATED, FACTORY FINISHED

METAL PANEL SYSTEM (SMOOTH)

164 8268

SCALE: 1/8"=1'-0"

164 8268

SCALE: 1/8"=1'-0"

TRANSLUCENT WALL PANEL SYSTEM

BEJBEJBEJBEJBEJBEJBEJ

BEJ BEJ BEJ BEJ BEJ BEJ BEJ BEJ

DOWNSPOUT NOZZLE

(INTERIOR ROOF DRAIN)

DOWNSPOUT COVER

(INTERIOR OVERFLOW

ROOF DRAIN)

DOWNSPOUT NOZZLE

(INTERIOR ROOF DRAIN)

DOWNSPOUT COVER

(INTERIOR OVERFLOW

ROOF DRAIN)

DOWNSPOUT NOZZLE

(INTERIOR ROOF DRAIN)

DOWNSPOUT COVER

(INTERIOR OVERFLOW

ROOF DRAIN)

DOWNSPOUT NOZZLE

(INTERIOR ROOF DRAIN)

DOWNSPOUT COVER

(INTERIOR OVERFLOW

ROOF DRAIN)

M

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1 8

BUILDING NUMBER SIGN-

TOP IS 17'-0" A.F.F./

BEGIN SIGN 6'-0" FROM

CORNER

TOF

-2' - 0"

TOP OF MASONRY

AT PARAPET

18' - 0"

2 3

6 84 5 7

A-301

A-301

P.O.B. 5 10' - 0"

A-310

BEJ BEJ BEJ BEJ BEJ

A-801

A-801

A-803

FINISHED FLOOR

0"

TOF

-2' - 0"

TOP OF MASONRY

AT PARAPET

18' - 0"

12 139 10 11

A-301

P.O.B. 5 10' - 0"

A-301

BEJ BEJ BEJ BEJ BEJ BEJ BEJ

A-801

A-801

SHEET ID

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ISSUED FOR CONSTRUCTION

164 8268

SCALE: 1/8"=1'-0"

164 8268

SCALE: 1/8"=1'-0"

SOUTH ELEVATION PART C1

SOUTH ELEVATION PART D2

4" FACE BRICK (RUNNING BOND)

PAINTED HOLLOW METAL DOOR AND FRAME

PREFINISHED ALUMINUM COPING

PREFINISHED ALUMINUM HVAC SCREEN

3" FACTORY INSULATED, FACTORY FINISHED

METAL PANEL SYSTEM (SMOOTH)

PREFINISHED STRUCTURAL STANDING

SEAM METAL ROOFINGPREFINISHED METAL GUTTER AND

DOWNSPOUT

4" FACE BRICK (RUNNING BOND)

PAINTED HOLLOW METAL DOOR AND FRAME

PREFINISHED ALUMINUM COPING

PREFINISHED ALUMINUM HVAC SCREEN

3" FACTORY INSULATED, FACTORY FINISHED

METAL PANEL SYSTEM (SMOOTH)

PREFINISHED STRUCTURAL STANDING

SEAM METAL ROOFING

PREFINISHED METAL GUTTER AND

DOWNSPOUT

M

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BUILDING NUMBER SIGN-

TOP IS 17'-0" A.F.F./

BEGIN SIGN 6'-0" FROM

CORNER

0"TOF

-2' - 0"

TOP OF MASONRY

AT PARAPET

18' - 0"

B D G C

E

TOS 2

23' - 6"

TOS 1

28' - 4"

P.O.B. 5 10' - 0"

2"

1'-0"

2"

1'-0"

BEJ BEJ BEJ BEJ BEJ BEJ BEJ

T.O.S.

30' - 4"

A-801

A-803

A-806

FINISHED FLOOR

0"TOF

-2' - 0"

TOP OF MASONRY

AT PARAPET

18' - 0"

BDG

C

E

TOS 2

23' - 6"

TOS 1

28' - 4"

P.O.B. 5 10' - 0"

2"

1'-0"

BEJBEJBEJBEJBEJBEJ

T.O.S.

30' - 4"

A-801

A-803

A-806

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

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D B

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EA

ST

A N

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D

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N

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Y

PN

XX

X

YY

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ISSUED FOR CONSTRUCTION

164 8268

SCALE: 1/8"=1'-0"

164 8268

SCALE: 1/8"=1'-0"

WEST ELEVATION PARTS A AND C1

EAST ELEVATION PARTS B AND D2

PREFINISHED FIXED ALUMINUM

STOREFRONT WINDOW WITH 1"

INSULATED GLAZING AS SPECIFIED

4" FACE BRICK (RUNNING BOND)

PREFINISHED FIXED ALUMINUM

STOREFRONT WITH 1" INSULATED

GLAZING AS SPECIFIED

PREFINISHED ALUMINUM COPING

PREFINISHED ALUMINUM HVAC SCREEN

3" FACTORY INSULATED, FACTORY FINISHED

METAL WALL PANEL SYSTEM (SMOOTH)

3" FACTORY INSULATED, FACTORY FINISHED

METAL PANEL SYSTEM (SMOOTH)

PREFINISHED FIXED ALUMINUM

STOREFRONT WINDOW WITH 1"

INSULATED GLAZING AS SPECIFIED

PREFINISHED FIXED ALUMINUM

STOREFRONT WITH 1" INSULATED

GLAZING AS SPECIFIED

3" FACTORY INSULATED, FACTORY FINISHED

METAL WALL PANEL SYSTEM (SMOOTH)

4" FACE BRICK (RUNNING BOND)

PREFINISHED ALUMINUM COPING

PREFINISHED ALUMINUM HVAC SCREEN

3" FACTORY INSULATED, FACTORY FINISHED

METAL PANEL SYSTEM (SMOOTH)

DOWNSPOUT NOZZLE

(INTERIOR ROOF DRAIN)

DOWNSPOUT COVER

(INTERIOR OVERFLOW

ROOF DRAIN)

DOWNSPOUT NOZZLE

(INTERIOR ROOF DRAIN)

DOWNSPOUT COVER

(INTERIOR OVERFLOW

ROOF DRAIN)

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BUILDING NUMBER SIGN-

TOP IS 17'-0" A.F.F./

BEGIN SIGN 6'-0" FROM

CORNER

BUILDING NUMBER SIGN-

TOP IS 17'-0" A.F.F./

BEGIN SIGN 6'-0" FROM

CORNER

1. SLOPE SLABS TO FLOOR DRAINS, TYP.

2. WOOD BLOCKING SHALL BE PROVIDED IN WALL ASSEMBLIES FOR ALL

TOILET ACCESSORIES.

3. REINFORCEMENT AT METAL STUD WALLS SHALL BE LOCATED AT ALL

WALL HUNG FIXTURES (LAVATORIES, URINALS, ETC.).

4. WOMEN'S & MEN'S SHOWER AREAS SHALL BE FULL HEIGHT CERAMIC

WALL TILE AS INDICATED. ALL OTHER AREAS SHALL HAVE A 4'-0" WALL TILE

WAINSCOT, TYP. TERMINATE THE 4'-0" HIGH CERAMIC WALL TILE WAINSCOT

WITH A BULLNOSE.

B.O. REFLECTIVE

SURFACE

MG

TOWEL

PIN

(TPABA)

SHOWER

CURTAIN &

ROD

(SCSR)

24" X 36"

MIRROR (MG)

FOLDING

SHOWER

SEAT (FSS1)

SHOWER HEAD

AND HAND HELD

UNIT

SURFACE MOUNTED

GRAB BARS FOR

SHOWER (GB03)

WATER CLOSET AND

GRAB BARS (GB01)

(GB02)

WATER CLOSET AND

GRAB BARS (GB01) (GB02)

WALL-MOUNTED

LAVATORY

HC- ABA

COMPLIANT

TTD

SOAP

DISPENSE

R

(SD)

SOAP

DISH

(SH)

WATER

COOLER

ACCESSIBLE / BI-LEVEL ELECTRIC

WATER COOLER (INSTALL BOTTLE

FILLER WITHIN ACCESSIBLE

REACH)

LAVATORYSANITARY

NAPKIN

DISPOSAL (SND)

SND

SND

3' -4

" M

AX

2' -1

0"

2' -3

9"

8" 7"

4' -0

/2

3' -4

" T O

BO

TT

O M

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SU

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" M

IN

. T

O

" M

AX

. A

.F .F

6' -6

18" MIN.

40"-42" MAX.

2' -0

"-1

9"

"-1

9"

17" MIN.

" M

AX

" M

IN

6" MAX.

3' -0

1'-2" 1' -5

M

AX

6" MAX 8" MIN.

17"-19"

3' -3

2' -9

9" M

IN

2' -6

4' -0

18" TYP.

CONTROL

S

UG

TOILET SEAT COVER

DISPENSER (TSCD)

URINALS

1'-2" 1' -1

1"

TOWEL

PIN

(TP)

5' -0

HC- ABA

COMPLIAN

T

PAPER TOWEL

DISPENSER / WASTE

RECEPTACLE (PTD)

4' -0

M

AX

1' - 0" MAX. 3' - 6" MIN.

1'

3/

4"

UTILITY SHELF WITH

RAG HOOKS AND

BROOM HOLDERS

(SMHD)

5'

6"

1' - 0"

2"

CENTERLINE

OF SHOWER

SEAT

7 1/2"

3'

6"

1. ALL DIMENSIONS SHOWN ARE TO FACE OF STUD, OR COLUMN

CENTERLINES, UNLESS NOTED OTHERWISE (U.N.O.).

2. REFER TO "BUILDING COLOR & FINISH SCHEDULE" FOR TILE COLORS.

3. REFERENCE SHEETS A-601, A-601A & A- A-602 FOR PARTITION TYPES.

4. REFERENCE FINISH SCHEDULE FOR FINISH MATERIALS & I-SHEETS FOR

TYPICAL TILE SIZE AND PATTERNS.

LPS

LPS LPS

LPS

LB

PTDWR

MG

SD

4'

0"

9'

0"

4'

0"

9'

0" MG

SD PTDWR

SCSCR SCSCR SCSCR SCSCR

TP TP TP

TPABA

SHSHSH

FSS

4'

0"

9'

0"

PTDWR

PTDWR

SD

PTDWR PTDWR

PTDWR

4'

0"

9'

0"

MG MG MG MG MG

SD SD SDSD

PTDWR

4'

0"

9'

0"

A-540

A-540

A-540

8'

0"

SMHD

D

SMHD

8'

0"

SMHD

8'

0"

A-801

SHEET ID

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ISSUED FOR CONSTRUCTION

GENERAL NOTES

04 8268 02 4 8134

SCALE: 1/4"=1'-0"

DRAWING NOTES

TOILET & FIXTURE ACCESSORIES SCHEDULE

Accessory Description Type Mark MOUNTING HEIGHT

FOLDING ADA SHOWER SEAT FSS SEE DETAILS FOR

MOUNTING HEIGHT

GRAB BAR 36" GB01 34" A.F.F. CENTERLINE

OF BAR

Grab Bars 42" GB02 34" A.F.F. centerline of bar

ABA 1 1/2" DIA. STAINLESS STEEL

HORIZONTAL TWO WALL BAR

GB03 34" A.F.F. CENTERLINE

OF BAR

SOLID PLASTIC PEDESTAL BENCH LB

Personal Storage Locker - Single Door LPS 12" X 15" X 72" SLOPED

TOP

18"W 36"H MIRROR WITH STAINLESS

STEEL FRAME

MG BOTTOM OF GLASS 40"

AFF

SEMI-RECESSED PAPER TOWEL

DISPENSER WASTE RECEPTACLE

PTDWR 48" A.F.F.

SHOWER CURTAIN & ROD SCSCR

WALL MOUNTED SOAP DISPENSER SD TOP 46" A.F.F.

SOAP HOLDER SH TOP 40' A.F.F.

UTILITY SHELF WITH RAG HOOKS

AND BROOM HOLDERS

SMHD 66" A.F.F.

SANITARY NAPKIN DISPOSER SND SURFACE MOUNTED

TOP 30" A.F.F.

TOWEL PIN TP 66" A.F.F.

TOWEL PIN ABA TPABA 44 A.F.F.

TOWEL PIN ADA TPADA

TOILET SEAT COVER DISPENSER -

SURFACE

TSCD 48" A.F.F.

TOILET TISSUE DISPENSER - 2 ROLL,

SURFACE

TTD 20" A.F.F

FIXTURE MOUNTING HEIGHTS

MENS ROOM B108 ELEV. A1

MENS ROOM B108 ELEV. B2

MENS ROOM B108 ELEV. C3

MENS ROOM B108 ELEV. D4

MENS ROOM B108 ELEV. F5

MENS ROOM B108 ELEV. G6

BREAKROOM B107 ELEV. A7

JANITORS CLOSET B111 ELEV. A8

JANITORS CLOSET C101 ELEV. A9

JANITORS CLOSET D103 ELEV. A10

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1. RECESSED FLOOR MAT SHALL BE PROVIDED AT MAIN ENTRANCE VESTIBULE A100,

STAFF ENTRANCE VESTIBULE A107 AND SUSPECT ENTRANCE VESTIBULE A131.

2. TILE INSTALLATION SHALL UTILIZE THE FOLLOWING TILE COUNCIL OF NORTH

AMERICA, INC. METHODS.

- SHOWER AREAS SHALL BE FULL HEIGHT CERAMIC WALL TILE U.N.O. (SEE ENLARGED

PLANS AND INTERIOR ELEVATIONS SHEETS)

- PROVIDE VERTICAL AND HORIZONTAL MOVEMENT JOINTS IN TILE FINISH IAW TILE

COUNCIL OF NORTH AMERICA, INC. -EJ171-09 UNLESS THE TILE MANUFACTURER'S

RECOMMENDED METHOD PROVIDES GREATER PROTECTION.

3. CHAIR RAIL SHALL BE MOUNTED WITH THE TOP AT 3'-0" AFF. PAINT SHALL BE BOTH

ABOVE AND BELOW CHAIR RAIL. REFERENCE GENERAL NOTE 1 FOR FINISH AND

COLOR.

4. PROVIDE RIGIDLY FIXED 3/4" A-C FIRE RETARDANT TREATED PLYWOOD 8-FT HIGH

ON ALL WALL SURFACES AT COMMUNICATION ROOM A 116, AND ELECTRICAL

ROOM A 121. PLYWOOD SHALL BE MOUNTED WITH THE BASE OF THE BOARD AT

2'-0" AFF AND EXTEND TO 8'-0" AFF. WALL SHALL BE GYPSUM BOARD WITH PLYWOOD

ATTACHED TO STUDS BEHIND AND PAINTED TO MATCH INTERIOR PAINT COLOR.

COORDINATE WITH ELECTRICAL / COMMUNICATION DRAWINGS FOR PANEL

PLACEMENT.

5. SEE REFLECTED CEILING PLANS FOR LOCATIONS OF ACCESS PANELS IN GYPSUM

BOARD CEILINGS.

6. PROVIDE 8'-0" X 8'-0" PROJECTION SCREEN IN CLASSROOM D111. SCREEN

SHALL BE RECESSED CEILING MOUNTED, AS INDICATED ON REFLECTED CEILING

PLAN. REFERENCE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

7. PROVIDE CEILING MOUNTING(S) FOR OVERHEAD VIDEO PROJECTOR. REFERENCE

ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

8. REFERENCE I-SHEETS FOR FLOOR PATTERN AND ACCENT PAINT DETAILS.

9. PROVIDE MOISTURE RESISTANT GYPSUM BOARD WALL AND CEILING IN ALL

RESTROOMS AND JANITOR CLOSETS.

ACT ACOUSTICAL CEILING TILE

CPT CARPET TILE

CONC CONCRETE

CT CERAMIC WALL TILE

EXP EXPOSED

GWB GYPSUM WALL BOARD

MR MOISTURE RESISTANT

MP MESH PARTITION

PFT PORCELAIN FLOOR TILE

PT PAINT

RAF RAISED ACCESS FLOORING (6 INCHES)

RB RESILIENT BASE

SC SEALED CONCRETE

SSB STAINLESS STEEL BASE

STR STRUCTURE

VCT VINYL COMPOSITE TILE

WM WALK OFF MAT

1. REFERENCE SPECIFICATION SECTION 09 06 90 "BUILDING COLOR AND FINISH

SCHEDULE" FOR INFORMATION REGARDING COLOR AND FINISH.

2. ALL EXTERIOR AND INTERIOR COLORS SHALL BE SUBMITTED FOR APPROVAL

PER DIRECTIONS IN SPECIFICATION 09 06 90. COLOR BOARDS AND PROPOSED

SAMPLES SHALL NOT BE SUBMITTED INDIVIDUALLY BUT IN A COMPLETE SET

WITH ALL SAMPLES.

3. EXPOSED CONCRETE SLABS SHALL HAVE THE FOLLOWING:

- EXTERIOR SLABS SHALL HAVE A SEALER AND A LIGHT BROOM FINISH.

- INTERIOR SLABS NOT RECEIVING A FINISH SHALL HAVE A SEALER AND A

TROWEL FINISH.

- INTERIOR SLABS WITH VCT OR CARPET SHALL HAVE A TROWEL FINISH. A FILLER

SHALL BE ADDED AS NEEDED AT CONCRETE CONTROL JOINTS TO ENSURE THAT

JOINTS DO NOT BLEED THROUGH.

- INTERIOR SLABS WITH CERAMIC TILE SHALL HAVE A STEEL TROWEL AND FINE

BROOM FINISH FREE OF CURING COMPOUNDS.

4. CORNER GUARDS SHALL BE LOCATED AT ALL EXPOSED CORNERS IN

CIRCULATION U.N.O.

5. SEE I-SHEETS FOR WALL / FLOOR TILE PATTERNS.

ROOM # FLOOR WALL WALL

(GYP. BD.) (CEMENT BD.)

B105, B108 F114-11 W243-11 *W244C-11

B111, C101 D103 F114-11 W211-11

*SHOWER FLOORS/WALL B415-11

SHEET ID

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ISSUED FOR CONSTRUCTION

FINISH SCHEDULE

ROOM NO

WALL FINISH BASE FINISH FLOOR CEILING

NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST MAT. FIN. MAT. FIN. HEIGHT

A100 PT/GWB PT/GWB PT/GWB PT/GWB RB RB RB RB CPT ACT 9' - 0"

A101 PT/GWB PT/GWB PT/GWB PT/GWB RB RB RB RB VCT PT/GWB 8' - 0"

A102 PT/GWB PT/GWB PT/GWB PT/GWB RB RB RB RB CPT ACT 9' - 0"

A103 PT/GWB PT/GWB PT/GWB PT/GWB RB RB RB RB CPT ACT 9' - 0"

A104 PT/GWB PT/GWB PT/GWB PT/GWB RB RB RB RB CPT ACT 9' - 0"

A105 PT/GWB PT/GWB PT/GWB PT/GWB RB RB RB RB VCT ACT 9' - 0"

A106 PT/GWB PT/GWB PT/GWB PT/GWB RB RB RB RB VCT ACT 9' - 0"

A107 PT/GWB PT/GWB NONE PT/GWB RB RB NONE RB CPT ACT 9' - 0" PROVIDE TRANSITION STRIP AT INTERSECTION WITH CORRIDOR A110

A108 PT/GWB PT/GWB PT/GWB PT/GWB RB RB RB RB CPT ACT 9' - 0"

A109 PT/GWB PT/GWB NONE PT/GWB RB RB NONE RB RAF/CPT ACT 10' - 6" PROVIDE TRANSITION STRIP AT INTERSECTION WITH CORRIDOR A110, RAF

IS 8 INCHES DEEP

A110 PT/GWB PT/GWB PT/GWB PT/GWB RB RB RB RB VCT ACT 10' - 6" CEILING HEIGHT VARIES, SOFFITS ARE PAINTED GWB.

A111 PT/CMU PT/CMU PT/CMU PT/CMU NONE NONE NONE NONE SC EXPOSED STRUCTURE/PT

B100 PT/GWB PT/GWB PT/GWB PT/GWB RB RB RB RB WM/VCT PT/GWB

B101 PT/GWB PT/GWB PT/GWB PT/GWB RB RB RB RB VCT ACT 10' - 6"

B102 PT/GWB PT/GWB PT/GWB PT/GWB RB RB RB RB SC EXPOSED STRUCTURE/PT

B103 PT/GWB PT/GWB PT/GWB PT/GWB RB RB RB RB VCT PT/GWB 10' - 0"

B104 PT/GWB PT/GWB PT/GWB PT/GWB RB RB RB RB VCT ACT 9' - 0"

B105 CT- PT/ MR

GWB

CT- PT/ MR

GWB

CT- PT/ MR

GWB

CT- PT/ MR

GWB

PFT PFT PFT PFT PFT PT/ MR GWB 9' - 0" CT WAINSCOTT 48" A.F.F

B106 PT/GWB…