copy of fort carson package 2 bundled

DEMODEMO

FT. CARSON SFCCPACKAGE NO. 2 DRAWING LIST

Sheet Identification Number SHEET TITLEGI000 COVER SHEETGI001 INDEX OF SHEETSGI002 INDEX OF SHEETSGI010 SYMBOLS

STRUCTURALSE001 STRUCTURAL GENERAL NOTESSE100 COMPOSITE FOUNDATION PLANSE101 FOUNDATION PLAN AREA ASE102 FOUNDATION PLAN AREA BSE103 FOUNDATION PLAN AREA CSE103 FOUNDATION PLAN AREA CSE104 FOUNDATION PLAN AREA DSE105 FOUNDATION PLAN AREA E

SE110 COMPOSITE FIRST FLOOR FRAMING PLANSE111 FIRST FLOOR FRAMING PLAN AREA ASE112 FIRST FLOOR FRAMING PLAN AREA BSE113 FIRST FLOOR FRAMING PLAN AREA CSE114 FIRST FLOOR FRAMING PLAN AREA DSE115 FIRST FLOOR FRAMING PLAN AREA E

SE120 COMPOSITE SECOND FLOOR FRAMING PLANSE121 SECOND FLOOR FRAMING PLAN AREA ASE121 SECOND FLOOR FRAMING PLAN - AREA ASE122 SECOND FLOOR FRAMING PLAN - AREA BSE123 SECOND FLOOR FRAMING PLAN - AREA CSE124 SECOND FLOOR FRAMING PLAN - AREA DSE125 SECOND FLOOR FRAMING PLAN - AREA E

SE130 COMPOSITE THIRD FLOOR FRAMING PLANSE131 THIRD FLOOR FRAMING PLAN - AREA ASE132 THIRD FLOOR FRAMING PLAN - AREA BSE133 THIRD FLOOR FRAMING PLAN - AREA CSE134 THIRD FLOOR FRAMING PLAN - AREA DSE135 THIRD FLOOR FRAMING PLAN - AREA E

SE170 COMPOSITE PENTHOUSE FRAMING PLANSE172 PENTHOUSE / LOW ROOF FRAMING PLAN - AREA BSE173 PENTHOUSE / LOW ROOF FRAMING PLAN - AREA CSE174 PENTHOUSE / LOW ROOF FRAMING PLAN - AREA DSE175 PENTHOUSE / LOW ROOF FRAMING PLAN - AREA E

SE180 COMPOSITE HIGH ROOF FRAMING PLANSE184 HIGH ROOF FRAMING PLAN - AREA D

11/5/2009 Page 1 of 2

DEMODEMO

FT. CARSON SFCCPACKAGE NO. 2 DRAWING LIST

SE201 TYPICAL FOUNDATION DETAILSSE202 TYPICAL FRAMING DETAILSSE203 TYPICAL MASONRY DETAILSSE204 TYPICAL CONCRETE SLAB DETAILS

SE301 SCHEDULES AND DETAILS

SE401 FOUNDATION SECTIONS AND DETAILSSE402 FOUNDATION SECTIONS AND DETAILSSE403 FOUNDATION SECTIONS AND DETAILS

SE501 FRAMING SECTIONS AND DETAILSSE502 FRAMING SECTIONS AND DETAILSSE503 FRAMING SECTIONS AND DETAILSSE504 FRAMING SECTIONS AND DETAILSSE505 FRAMING SECTIONS AND DETAILSSE506 FRAMING SECTIONS AND DETAILS

ARCHITECTURALAE401 LARGE SCALE PLANS AT ELEVATORS P-1 AND P-2AE402 LARGE SCALE PLANS AT ELEVATOR S-1AE403 LARGE SCALE PLANS AT STAIRS 2 AND 3AE404 LARGE SCALE PLANS AND SECTION AT STAIR 4AE404 LARGE SCALE PLANS AND SECTION AT STAIR 4AE405 LARGE SCALE PLANS AT STAIR 5AE406 LARGE SCALE PLANS AT STAIR 1AE407 LARGE SCALE SECTION AT STAIR 1AE408 STAIR DETAILS

PLUMBINGPL101 FOUNDATION COMPOSITE PLUMBING PLAN AREAS A, B, C, D AND EPL102 FOUNDATION PLUMBING PLAN AREA BPL103 FOUNDATION PLUMBING PLAN AREA CPL104 FOUNDATION PLUMBING PLAN AREA DPL105 FOUNDTAION PLUMBING PLAN AREA EPL601 PLUMBING SCHEDULES

ELECTRICALE101 FOUNDATION ELECTRICAL PLAN AREA BE102 FOUNDATION ELECTRICAL PLAN AREA CE103 FOUNDATION ELECTRICAL PLAN AREA DE104 FOUNDATION ELECTRICAL PLAN AREA E

11/5/2009 Page 2 of 2

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10.

12.

11.

14.

13.

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, 2005."

ALL DEFORMED WELDED WIRE FABRIC FLAT SHEETS SHALL CONFORM TO ASTM A497.

ALL PLAIN WELDED WIRE FABRIC FLAT SHEETS SHALL CONFORM TO ASTM A185.

ALL REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BARS.

"STRUCTURAL WELDING CODE - REINFORCING STEEL" AWS D1.4 - LATEST EDITION.IN CONFORMANCE WITH THE AMERICAN WELDING SOCIETY (AWS)WELDING OF DEFORMED BAR ANCHORS SHALL BE DONE WITH E80XX ELECTRODES

DEFLECTION, IN ADDITION TO CAMBER SPECIFIED ON THE DRAWINGS.OPERATIONS (PRIOR TO INITIAL SET) TO COMPENSATE FOR FORMWORKFORMWORK SHALL BE ADJUSTED BEFORE AND AFTER CONCRETE PLACING

WATERSTOPS SHALL BE DUMBBELL TYPE (UNO).

HOLLOW MASONRY CONSTRUCTION) OR APPROVED EQUAL, WITH TYPE, DIAMETER, AND EMBEDMENT ASANCHOR (FOR CONCRETE AND GROUTED MASONRY CONSTRUCTION) AND HILTI HIT HY20 ANCHOR (FORADHESIVE ANCHOR SYSTEM SHALL BE "ADHESIVE ANCHOR" TYPE HILTI HIT HY150 INJECTION ADHESIVE

AS NOTED ON THE DRAWINGS.(HILTI "DROP-IN ANCHOR") OR APPROVED EQUAL, WITH TYPE, DIAMETER AND EMBEDMENT LENGTHEXPANSION ANCHORS SHALL BE "WEDGE" TYPE (HILTI "KWIK BOLT 3") OR "DROP-IN" TYPE

FOR STANDARD HEADED STUDS.CONCRETE SHEAR ANCHORS SHALL CONFORM TO A.W.S. D1.1 - LATEST EDITION REQUIREMENTS

SHALL BE PROVIDED ON THE FLOOR SLAB AND SHORING PROVIDED BENEATH THELOCATION, OR TEMPORARILY STORED, EXCEEDS THE DESIGN LIVE LOAD, PLANKINGWHERE THE WEIGHT OF EQUIPMENT OR MATERIALS BEING TRANSPORTED TO

MASONRY WALLS ARE LAID FLUSH WITH COLUMN OR BEAM FACE.PROVIDE 3/4-INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS EXCEPT WHERE

STRENGTH DESIGN METHOD.REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318 - LATEST EDITION,

DEFORMED BAR ANCHORS SHALL CONFORM TO ASTM A706.

14.

13.

11.

12.

10.

FLOOR.

9.

8.

6.

5.

2.

4.

3.

BASE PLATE HOLE AND WASHER SIZES FOR ANCHOR RODS:

THE ENGINEERING FOUNDATION.

ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4-INCH DIAMETER ASTM A325

TIGHTENED IN CONFORMANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTSUSING ASTM A325 OR A490 BOLTS" RESEARCH COUNCIL ON STRUCTURALCONNECTIONS OF THE ENGINEERING FOUNDATION.

WHEN SLIP CRITICAL CONNECTIONS ARE SPECIFIED USE 3/4-INCH DIAMETER ASTM

OF NUT" METHOD OR DIRECT TENSION INDICATING WASHERS CONFORMING TO ASTMF959 AND IN CONFORMANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USINGASTM A325 OR A490 BOLTS", RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF

STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B WITH A MINIMUMYIELD STRENGTH OF 46,000 PSI.

STEEL PIPE COLUMNS SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B, WITHA MINIMUM YIELD STRENGTH OF 35,000 PSI.

BOLTS (BEARING TYPE CONNECTION), UNLESS NOTED OTHERWISE. BOLTS SHALL BE

A325 BOLTS UNLESS NOTED OTHERWISE. BOLTS SHALL BE TIGHTENED BY THE "TURN

ALL ANCHOR RODS SHALL BE ASTM F1554, GRADE 36 UNLESS NOTED OTHERWISE.

STEEL LINTELS, FOR OPENINGS NOT DETAILED AND MAXIMUM 4'-0" WIDE, SHALL BE L4x4x1/4

8.

9.

6.

7.

5.

4.

3.

ALL STRUCTURAL CONCRETE SHALL BE DESIGNED FOR A 28-DAY COMPRESSIVE STRENGTH OF:f'c EQUALS 4500 PSI (NORMAL WEIGHT) [UNLESS NOTED OTHERWISE]f'c EQUALS 3000 PSI (LIGHT WEIGHT) [FILL OVER METAL DECK]

REINFORCED CONCRETEB.

1.

STRUCTURAL STEEL

ALL STRUCTURAL STEEL W SHAPES SHALL BE ASTM A992(UNLESS NOTED OTHERWISE).STRUCTURAL STEEL FOR CHANNELS, ANGLES AND PLATES SHALL BE ASTM A36(UNLESS NOTED OTHERWISE).

STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH "AISC

SECTIONS 7.13.2.2 AND 7.13.2.3, REQUIREMENTS FOR STRUCTURAL INTEGRITY.

THROUGH ANY STRUCTURAL MEMBER SHALL BE MADE WITHOUT APPROVAL BY THE ARCHITECT.NO PENETRATIONS (SUCH AS PIPE SLEEVES, ELECTRICAL CONDUITS, ETC.)

BEAM REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-LATEST EDITION,

2.

C.

1.

20.

21.

F.

E.

CAST BELOW THE BARS IN QUESTION.AND SCHEDULES. TOP BARS ARE BARS WITH MORE THAN 12 INCHES OF CONCRETEPROVIDE LAP SPLICES AS INDICATED BELOW UNLESS NOTED OTHERWISE IN DETAILS

CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM WITH ACI 318-LATEST EDITIONUNLESS DETAILED OTHERWISE.

3. FOR EPOXY COATED BARS, MULTIPLY LENGTH BY 1.52. FOR LIGHT WEIGHT CONCRETE, MULTIPLY LENGTH BY 1.31. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW BARS.NOTES:

SIZE

OTHERWISE DETAILED ON THE DRAWINGS.LAP GRADE BEAM TOP BARS AT MIDSPAN, BOTTOM BARS AT SUPPORTS, OR AS

REINFORCING AT ALL FOUNDATION WALLS - LAP AS PER TABLE BELOWPROVIDE EXTERIOR CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL

THE LARGER BAR BEING SPLICED.MECHANICAL SPLICE SHALL BE DESIGNED FOR 125% OF THE SPECIFIED YIELD STRENGTH OFWHERE REINFORCING STEEL IN TENSION IS REQUIRED TO BE MECHANICALLY SPLICED,

#4

19.

18.

#9

#11#10

#8#7#6#5

#3

BAR

17.

16.

15.

5'-10"

TOP BARS

LAP SPLICE LENGTHS

2'-5"3'-1" 2'-11" 2'-3"

8'-9"

10'-11"9'-10"

7'-9"6'-9"4'-8"3'-11"

6'-9"

8'-5"7'-7"

6'-0"5'-3"3'-7"3'-0"

8'-1"9'-1"10'-1"

3'-7"4'-4"6'-3"7'-2"

6'-3"6'-11"7'-9"

4'-10"

2'-9"3'-4"

5'-6"

f'c=3000 psi

2'-4"TOP BARS

1'-10"OTHER BARS

f'c=3500 psiOTHER BARSTOP BARS

2'-2" 1'-8"1'-11"2'-7"2'-1"2'-8"

3'-2"3'-9"5'-6"6'-4"7'-1"8'-0"8'-10"7'-3"

6'-7"5'-10"5'-2"4'-6"3'-1"2'-7"

7'-7"

9'-5"8'-6"

6'-8"

4'-0"3'-4" 2'-6"

2'-11"4'-4"

4'-10"5'-6"6'-2"6'-10"

D.

1'-11"

f'c=4500 psiTOP BARS

1'-7"

f'c=4000 psiOTHER BARS

2'-0" 1'-6"OTHER BARS

LIVE LOAD REDUCTIONS HAVE BEEN MADE.

MINIMUM ROOF LIVE LOAD 30 PSF

LATERAL LOAD IN THE ABSENCE OF ANY WIND LOAD EFFECTS 5 PSF

WIND LOADS. APPLIED IN ACCORDANCE WITH THE CODE INDICATED HEREIN, WITH EXPOSURE C,

SEISMIC LOADS. APPLIED IN ACCORDANCE WITH THE BUILDING CODE INDICATED HEREIN.

ONE-SECOND PERIOD S1 = 0.11g SHORT PERIOD Ss = 0.18g

MAPPED SPECTRAL RESPONSE ACCELERATIONSOCCUPANCY CATEGORY = IIIIMPORTANCE FACTOR Ie = 1.25

7.

ROOFS LIVE LOADS

INTERIOR WALLS

AND BASIC WIND SPEED = 100 MPH.WIND IMPORTANCE FACTOR Iw = 1.15

4.

5.

3.

2.

p = FOR POSITIVE BENDING

METAL DECK SHALL BE CONTINUOUS OVER A MINIMUM OF 3 SPANS.

1. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90.

2. MORTAR SHALL CONFORM TO ASTM C270, TYPE S

3. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS = 2000 PSI.

4. GROUT FOR REINFORCED MASONRY SHALL CONFORM TO ASTM C476.

5. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING NECESSARY TO LATERALLY SUPPORT ALLMASONRY WALLS AS REQUIRED.

6. PROVIDE GALVANIZED HORIZONTAL JOINT REINFORCING EVERY 16 INCHES IN HEIGHT IN ALL WALLS, NO. 9 GAGEMINIMUM.

8. GROUT ALL CELLS FULL UNDER STEEL BEAMS BEARING ON MASONRY WITHIN AN AREA 24 INCHES WIDE FULLHEIGHT.

9. REINFORCE ALL WALLS WITH #5 VERTICAL REINFORCEMENT AT 24 INCHES O.C. (EACH FACE) IN GROUTED CELLS.LAP 30 INCHES AS REQUIRED UNLESS OTHERWISE DETAILED.

10. LINTELS FOR OPENINGS NOT DETAILED SHALL BE 16- INCHES DEEP WITH 2 - #5 BOTTOM BARS.

CONCRETE MASONRY

4.

5.

DECK SHALL BE GALVANIZED IN ACCORDANCE WITH THE SPECIFICATIONS.

METAL DECK SHALL BE DESIGNED FOR A BASIC ALLOWABLE STRESS OF 20,000 PSI.SECTION PROPERTIES SHALL CONFORM TO THE "SPECIFICATION FOR THE DESIGN OFCOLD-FORMED STEEL STRUCTURAL MEMBERS" OF AISI.

FLOOR AND ROOF DECK SHALL BE 3 INCH, 18 GAGE COMPOSITE METAL DECK WITH 2 INCHESOF LIGHTWEIGHT CONCRETE FILL (5" TOTAL) AND # 3 @ 12"c/c EACH WAYWITH THE FOLLOWING MINIMUM SECTION PROPERTIES:

DIAPHRAGM ACTION SHALL BE PROVIDED FOR IN ALL AREAS WITH WELDING (ORMECHANICAL FASTENER) PATTERN IN ACCORDANCE WITH THE SPECIFICATIONTO PROVIDE 600 PLF SHEAR CAPACITY.

p = FOR POSITIVE BENDINGn = FOR NEGATIVE BENDING

3.

n = FOR NEGATIVE BENDING

1.

Sn = 0.803 IN^3/FTSp = 0.795 IN^3/FTIp = In = 1.251 IN^4/FT

2.

METAL DECK

OFFICES 50 PSFPROCEDURE AND EXAM ROOMS 60 PSFPHARMACY 100 PSFRECORDS 150 PSFMECHANICAL / ELECTRICAL ROOMS 125 PSFCORRIDORS, STAIRS, LANDINGS AND ELEVATOR LOBBIES 100 PSFCHILLERS 200 PSFNOTE: ALLOWANCE FOR PARTITIONS ON FLOORS WITH LOAD LESS THEN 100 PSF 20PSF

LIVE LOADS USED FOR DESIGN

1. FLOORS

CORRUGATED METAL FORMS SHALL BE DESIGNED FOR A BASIC ALLOWABLE FLEXURAL STRESS

CORRUGATED METAL FORMS SHALL BE 2 INCH, 20 GAGE, WITH THE

OF 20,000 PSI, AND SHALL BE GALVANIZED.

AND CROSS BARS AT 4 INCHES c/c AS MANUFACTURED BY IKG INDUSTRIES OR McNICHOLS CO.STEEL GRATING: USE 1 1/2 INCH, TYPE B WITH A BEARING BAR SIZE 1/4 INCH AT 1 3/16 INCHES c/c

STRUCTURAL STEEL CONNECTIONS SUPPORTING ELEVATOR MACHINERY SHALL BE WELDEDOR BOLTED WITH FULLY-TENSIONED HIGH-STRENGTH BOLTS IN ACCORDANCE WITH

ALL STEEL, EXPOSED TO VIEW, SHALL BE "ARCHITECTURALLY EXPOSED STRUCTURAL

ALL WELDING SHALL BE DONE WITH E70XX ELECTRODES IN CONFORMANCE WITH THEAMERICAN WELDING SOCIETY (AWS) "STRUCTURAL WELDING CODE" AWS D1.1 - LATEST EDITION.

GENERAL CONTRACTOR SHALL REMOVE EARTH OR DEBRIS FROM TOP OF

CORRUGATED METAL FORMS

FOLLOWING MINIMUM SECTION PROPERTIES:

Ip = 0.423 IN^4/FT

Sn = 0.287 IN^3/FTSp = 0.283 IN^3/FTIn = O.420 IN^4/FT

1.

2.

AISC SPECIFICATIONS UNLESS NOTED OTHERWISE.

FOUNDATION AS REQUIRED TO INSTALL COLUMN.

STEEL (AESS)".

INTERNATIONAL BUILDING CODE, 2006.STRUCTURAL LOAD DATA UFC 3-310-01 (25 May 2005)DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS UFC 4-010-01 (2007)DESIGN OF BUILDING TO RESIST PROGRESSIVE COLLAPSE UFC 4-023-03 (2005)

H.. CODE

ANCHOR ROD SIZE

3 3/4"Ø

3 1/4"Ø

2 3/4"Ø

2 5/16"Ø

2 1/16"Ø

2"Ø

2 1/2"Ø

1 3/4"Ø

1 1/2"Ø

1 1/4"Ø

5"Ø

5 1/2"Ø

4"Ø

3 1/2"Ø

3"Ø

MIN. WASHER DIAMETER

1 9/16"Ø

1 13/16"Ø

1 5/16"Ø

BASE PLATE HOLE DIAMETER

7/8"Ø

3/4"Ø

1"Ø

2 1/2"Ø

3"Ø

2"Ø

ONE-SECOND PERIOD Sd1 = 0.10gSHORT PERIOD Sds = 0.19g

SPECTRAL RESPONSE COEFFICIENTS

SEISMIC DESIGN CATEGORY = BBASIC SEISMIC-FORCE-RESISTING SYSTEM(S) = ORDINARY REINFORCED CONCRETE ANDINTERMEDIATE REINFORCED MASONRY SHEAR WALLS

DESIGN BASE SHEAR = 576 KIPS (EAST - WEST DIRECTION) AND 550 KIPS (NORTH - SOUTH DIRECTION)SEISMIC RESPONSE COEFFICIENT(S), Cs = 0.042 (EAST - WEST DIRECTION) AND 0.043 (NORTH - SOUTH DIRECTION)RESPONSE MODIFICATION FACTOR R = 4ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE

6. COMPONENTS AND CLADDING ELEMENTS SHALL BE DESIGNED FOR THEFOLLOWING MINIMUM WIND PRESSURES:

GABLE ROOF PLAN

5

WALL ELEVATION

4

COMPONENTS AND CLADDING NET DESIGN WIND PRESSURE (PSF)

EFFECTIVE AREA (SQ. FT.)AREA

10 20

1

2

3

4

5

13.1 / -32.4

13.1 / -54.4

13.1 / -81.7

32.4 / -35.1

32.4 / -43.4

GROUND

15. ALL RE-ENTRANT CORNERS OF BEAM COPES AND PLATE CUTS MUST BE SHAPED NOTCH-FREEPER AWS D1.1 TO A RADIUS.AN APPROXIMATE MINIMUM RADIUS TO WHICH THIS CORNER MUST BE SHAPED IS 1/2 INCH.

ANCHOR DECK AT ROOF TO RESIST A GROSS UPLIFT AS INDICATED IN NOTE G.6.

STRUCTURAL GENERAL NOTES

FOR STRUCTURAL DESIGN OF WALL = 65 PCFFOR STRUCTURAL STABILITY OF WALL = 65 PCF

FOR STRUCTURAL DESIGN OF WALL = 45 PCFFOR STRUCTURAL STABILITY OF WALL = 45 PCF

ALL DRILLED PIER WORK MUST BE COMPLETED PRIOR TO INSTALLING ANY NEW UTILITIES.

DRILLED PIERS ALLOWABLE SKIN FRICTION FOR COMPRESSION LOAD = 3,500 PSF FOR PORTION OF PIER IN CONTACT WITH UNDERLYING FORMATIONAL BEDROCK.

DRILLED PIERS ALLOWABLE END BEARING FOR COMPRESSION LOAD = 45,000 PSF

MINIMUM 7 DAYS BEFORE BACKFILLING.WHERE WALLS ARE SUPPORTED BY CONCRETE SLABS, SLABS SHALL HAVE CURED A

BACKFILL BOTH SIDES SIMULTANEOUSLY.SHORED OR BRACED. WHERE BACKFILL IS REQUIRED ON BOTH SIDES OF WALLS,CONCRETE HAS ATTAINED SUFFICIENT STRENGTH AND WALLS ARE PROPERLYBACKFILLING AGAINST WALLS AND GRADE BEAMS SHALL NOT BE DONE UNTIL

WALLS LATERALLY SUPPORTED AT THE TOP AND BOTTOM:

CANTILEVERED RETAINING WALLS:

EQUIVALENT FLUID PRESSURE FOR EARTH PRESSURE ON WALLS (DRAINED CONDITION):

ALL BUILDING FOUNDATIONS SHALL BE SUPPORTED BY DRILLED CONCRETE PIERS.BOTTOM OF ALL DRILLED PIERS SHALL BE SOCKETED IN THE UNDERLYING FORMATIONAL BEDROCK.ELEVATIONS OF BOTTOM OF ALL FOUNDATIONS HAVE BEEN ESTIMATED BASED ON AVAILABLE INFORMATIONAND SHALL NOT BE CONSTRUED AS WAIVING ANY OF THE MINIMUM REQUIREMENTS ON THESEDRAWINGS AND THE SPECIFICATIONS. ALL FOUNDATION EXCAVATIONS SHALL BE OBSERVED BY THEGEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION OF THE FOUNDATIONS.

9.

14.

13.

11.

3.

FOUNDATIONS

2.

A.

1.

LOCATION OF WALL, ROOF, AND FLOOR OPENINGS AND SLEEVES, AND CONCRETEPADS UNDER EQUIPMENT. THE CONTRACTOR SHALL VERIFY EXACT SIZE ANDLOCATION WITH EQUIPMENT FURNISHED.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORINGAND BRACING OF THE STRUCTURE FOR ALL LOADS THAT MAY BE IMPOSED DURING

THE DIAPHRAGM PROVIDED BY THE FLOOR AND ROOF DECK WITH CONCRETE FILLIS REQUIRED TO BRACE THE COLUMNS AND COMPLETE THELATERAL LOAD RESISTING SYSTEM OF THE STRUCTURE. THE CONTRACTOR SHALLPROVIDE LATERAL BRACING AS REQUIRED DURING CONSTRUCTION UNTIL THE LOOR ANDROOF DECK HAS BEEN CONSTRUCTED.

AGENCY EMPLOYED BY THE GENERAL CONTRACTOR.ALL SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION

PER CHAPTER 17 OF THE IBC-2006.STRUCTURAL STEEL, AND STRUCTURAL WELDING SHALL BE PERFORMED

REVIEWED BY THE ENGINEER PRIOR TO SAWCUTTING.AS REQUIRED AT CORNERS. A LAYOUT OF ALL PROPOSED OPENINGS SHALL BETHE CONTRACTOR SHALL NOT OVER CUT AT CORNERS. CORE-DRILL, CHIP AND GRINDWHEN CUTTING A NEW OPENING IN EXISTING CONCRETE OR MASONRY,

1.

2.

CONSTRUCTION.

SPECIAL INSPECTIONJ.

5.

4.

3.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (INCLUDING FIELD VERIFICATIONSOF EXISTING CONDITIONS AND DIMENSIONS) BEFORE STARTING WORK ORFABRICATING ANY REINFORCING STEEL OR STRUCTURAL STEEL.THE ARCHITECT/ ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES FOUND.

SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR SIZE AND

GENERAL

1.

2.

I.

SPECIAL INSPECTION FOR REINFORCED CONCRETE, REINFORCING STEEL, MASONRY,

THE PIER DEPTH SHOWN ON PLANS IS FOR ESTIMATION ONLY AND THE ACTUAL DEPTH OF THE PILESWILL BE DETERMINED IN THE FIELD OBSERVATION BY THE GEOTECHNICAL ENGINEER.

1

2

2

3

3

3

3

2

THE FOUNDATION INVESTIGATION WAS MADE BY KLEINFELDER, DATED SEPTEMBER 22,2008. THIS REPORT IS AVAILABLE IN THE OFFICE OF THE ARCHITECT AND IS INCLUDED IN THE SPECIFICATIONS.

3/4"

7/8"

5/8"

1/2"

1/2"

MIN. WASHER THICKNESS

5/16"

3/8"

1/4"

NOTED ON THE DRAWINGS.

.19'-0" .19'-0"

.19'-0

"

.19'-0" .19'-0"

.19'-0

"

LEVEL 1 SLAB SHALL BE TWO WAY STRUCTURAL SLAB ON 4 INCH VOID FORMSOVER VAPOR BARRIER AND 4 INCHES OF GRANULAR FILL.

7.

16. BOTTOM FLANGES OF BEAMS TO BE BRACED PER DETAIL 7/SE501.

4.

DRILLED PIERS ALLOWABLE SKIN FRICTION FOR UPLIFT LOAD = 2,300 PSF FOR PORTION OF PIER IN CONTACT WITH UNDERLYING FORMATIONAL BEDROCK.

DRILLED PIERS ALLOWABLE END BEARING FOR UPLIFT LOAD = 10,000 PSF5.

6.

DRILLED PIERS SHALL HAVE A TOTAL DRILLED LENGTH OF AT LEAST 25 FEET AND PENETRATE AT LEAST 8 FEET INTO FORMATIONAL BEDROCK ZONE, WHICHEVER RESULTS IN LONGER DRILLED PIER LENGHT.

7.

8.

RETAINING WALLS OUTSIDE OF BUILDING AND CANOPY WILL BE SUPPORTED BY CONVENTIONALSHALLOW FOUNDAIONS.ALLOWABLE SOIL BEARING = 2,500 PSF ON MINIMUM OF 5 FEET OF IMPORTED STRUCTURAL FILL.

10.

LATERAL LOADS ON RETAINING WALLS OUTSIDE THE BUILDING WILL BE RESISTED BY:UNFACTORED COEFFICIENT OF FRICTION OF 0.45 ON APPROVED IMPORTED STRUCTURAL FILLUNFACOTRED PASSIVE PRESSURE OF 385 PCFFACTOR OF SAFETY OF 2

12.

50 100

12.4 / -31.5

12.4 / -48.6

12.4 / -67.7

31.0 / -33.7

31.0 / -40.5

11.3 / -30.4

11.3 / -40.9

11.3 / -49.1

29.0 / -31.7

29.0 / -36.5

10.4 / -29.7

10.4 / -34.6

10.4 / -34.2

27.5 / -30.2

27.5 / -33.7

G.

WALL ON THE WEST SIDE OF BUILDING MAY BE BACKFILLED UP TO A MAXIMUMHEIGHT OF 5 FT QABOVE BASE AFTER 14 DAYS OF POURING CONCRETE.REMAINDER OF BACKFILL CAN BE DONE 7 DAYS AFTER LEVEL 2 CONCRETE FLOOR SLABIS POURED.

NORMAL WEIGHT CONCRETE FOR DRILLED PIERS, DRILLED PIER CAPS, FOUNDATION WALLS AND SUSPENDEDSLABS SHALL BE PROPORTIONED TO PROVIDE RESISTANCE FOR MODERATE SULFATE EXPOSURE(OF 0.14 PERCENT BY WEIGHT), CHLORIDE OF 72 mg/kg, pH VALUE OF 8.0 AND REISTIVITY OF 6.7 ohm-cm.

ROOF SNOW LOADS:GROUND SNOW LOAD, Pg = 15 PSFFLAT ROOF SNOW LOAD, Pf = 17 PSF (INCLUDING RAIN ON SNOW)SNOW IMPORTANCE FACTOR, Is = 1.1

8.

CONTRACTOR HAS THE OPTION TO USE SHOTCRETE TO CAST A WALL BELOW LEVEL 2 AT THE WESTEND OF THE BUILDING.

22.

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840

US ARMY CORPSOF ENGINEERS

MAR

KDE

SCRI

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NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

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CALE

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BY:

DATE

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SOLI

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NO:

CONT

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NO:

FILE

NO: PL

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22x3

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2 3 4 5

C

B

A

W91

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-003

0

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-001

2

F550

-10-

02

C:\JAWhite\REVIT Files\FTC\FTC-Struct_LOCAL_jawhite.rvt 12/3/2008 6:57:45 AM

12" =

1'-0

"

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE001

12/03

/08

12/03

/08

STRU

CTUR

AL G

ENER

AL N

OTES

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18

J

H

G

F.7

F

E

D

C

B

A

28' - 0" 28' - 8" 29' - 4" 27' - 4" 5' - 11" 21' - 5" 11' - 4" 16' - 0" 16' - 9" 10' - 7" 22' - 8" 4' - 8" 23' - 5"3' - 11"

16' - 3" 11' - 1"

AREA

A

AREA

B

AREA

A

AREA

D

AREA

B

AREA

C

AREA C

AREA E

AREA

D

AREA

E

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"35

' - 0"

30' -

0"30

' - 0"

30' -

0"

4

2' - 4"

CA.1 CA.2 CA.3 CA.4 CA.5 CA.6 CA.7 CA.9

E.4

E.7

CA.8

9' - 9" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2"

8' - 8

"

8' - 8

"8'

- 8"

12' -

8"

0.7 0.8 0.9

F.1

E.8

E.6

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


1/16

" = 1'

-0"

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE100

12/03

/08

12/03

/08

COMP

OSIT

E FO

UNDA

TION

PLA

N

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/16" = 1'-0"COMPOSITE FOUNDATION PLAN 8'

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

0 8' 16'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2

G

F.7

F

E

AREA

A

AREA

D

28' - 0"

AREA B

AREA D

FACE OF EXISTING BUILDINGSTRUCTURE -VERIFY EXACT LOCATIONS

24' - 1" 2' - 5 1/8"6'

- 8 3/

4"2'

- 0"

2' - 5" 23' - 1 1/2"

99'-0"

30"/8'-

0"

(356K

)

99'-0"

30"/8'-

0"

(356K

)

99'-0"

30"/8'-

0"

(356K

)

99'-0"

30"/8'-

0"

(356K

)

1

SE402

2

SE402

0.7 0.8 0.9

F.1

E.8

8' - 0

"

10' - 0 1/4" 7' - 11" 3' - 5"

VERIFY CLEARANCE

1' - 0

"

0' - 11 5/8"4' - 2 1/4"

4'-0" SQ. x 2'-6" DEEPDRILLED PIER CAPSW/ 4-#7 EA WAY T& BSIM TO 2/SE201

15' -

5 1/4"

3' - 1

7/8"

4' - 1

0 1/8"

2' - 1

7/8"

6' - 7

7/8"

1' - 9

3/4"

11

SE402

E.6

2' - 8

"

2' - 8

"

1' - 5

"

5. FOR STEEL COLUMN SIZE - SEE SCHEDULE ON SHEET SE301

6. FOUNDATION WALLS THAT START AT EL. 99'-0" ARE NOT INDICATED ON THIS PLAN - SEE FIRST FLOOR FRAMING WALL FOR THE LAYOUT OF THESE WALLS

7. 54" DIAMETER DRILLED PILES SHALL SUPPORT HORIZONTAL FORCE OF 140 K AND A MOMENT OF 350 K-FT AT TOP OF PIER IN ADDITION TO VERTICAL LOAD SHOWN ON PLAN.

4.

FOUNDATION PLAN NOTES:

1. FOR STRUCTURAL GENERAL NOTES - SEE SHEET SE001.

2. EL. 100'-0" = CIVIL EL. 5923.23'

FOR DRILLED PIER SCHEDULEAND DETAIL - SEE

3. TOP OF DRILLED PIER CAP EL. DRILLED PIER DIAMETER / MIN. DEPTH IN ROCK SERVICE LOAD FOR SHAFT CAPACITY SEE ALSO NOTE 7 BELOW

99'-0"

36"/11

'-0"

(669K

)

1SE401

2SE401

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE101

12/03

/08

12/03

/08

FOUN

DATI

ON P

LAN

AREA

A

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"FOUNDATION PLAN AREA A

4'

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

0 4' 8'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2 3 5 6 7 8 9

D

C

B

A

AREA

A

AREA

B

AREA

B

AREA

C

28' - 0" 28' - 8" 29' - 4" 27' - 4" 5' - 11" 21' - 5" 11' - 4"

30' -

0"30

' - 0"

30' -

0"

10' - 8 5/8" 5' - 0" 11' - 8 5/8"

15' -

3 1/8"

13' -

10 3/

8"1' - 6

5/8"

7 - 3'-0" DIAMETERDRILLED PIERS

9

SE201

8

SE201

2

SE201

4

SE201

7

SE2016

SE201

99'-0"

36"/8'-

0"

(522K

)

TYP.2' - 6"

96'-6"24"/8'-6"

(323K)

TYP.

2' - 6

"

TOP OF 2'-6" DEEPDRILLED PIER CAPEL. = 96'-6"3'-0" DIAMETER DRILLED PIERS8'-0" MIN. DEPTH IN ROCK(420K/-130K) VERT SERVICE LOAD(35K) HORIZ SERVICE LOAD FOR SHAFT CAPACITY(TYP. AT THIS CAP)

7' - 0" 7' - 6"

9' - 8 3/4"

RETAINING WALL(SHEET SE112) AND DRILLED PIERS -SEE CIVIL DRAWINGS

1' - 4"

8' - 0"

4' - 8" 1' - 3 3/4"

12' -

9 3/4"

0' - 5

3/8"

7' - 0

"1'

- 6"

2' - 0"

31' -

8"10

' - 5 3

/8"16

' - 0"

2' - 0"

2' - 0

"

96'-6"

18"/8'-

0"

(50K)

96'-6"30"/8'-0"

(379K)

99'-0"

30"/10

'-0"

(495K

)99'

-0"

30"/9'-

6"

(473K

)

99'-0"

36"/8'-

0"

(539K

)

99'-0"

30"/10

'-0"

(486K

) 99'-0"

36"/8'-

0"

(516K

)

99'-0"

36"/8'-

0"

(512K

)99'

-0"

30"/10

'-0"

(491K

)99'

-0"

36"/8'-

0"

(507K

)

97' - 4"

1' - 6"

5

SE401

6

SE401

3' - 1

1 3/8"

4' - 2

1/2"

7

SE401

8

SE401SEE

CIVI

L

6' - 10 1/4"

12

SE401

12

SE401

SIM. TOREV.

5'-0" SQ. x 2'-6" DEEPDRILLED PIER CAPS

1" E

.J.

15' -

0"15

' - 0"

0' - 4

"

15' -

0"15

' - 0"

17' -

6"15

' - 0"

15' -

0"

99'-0"

54"/23

'-0"

(90K)


3' - 0" 7' - 4 3/4"

2' - 0

"

1' - 9"

1' - 9

"


99'-0"54"/23'-0"(256K)

99'-0"

54"/23

'-0"(10

0K)

99'-0"

54"/23

'-0"

(441K

)

99'-0"

54"/23

'-0"

(100K

)

99'-0"

54"/23

'-0"

(488K

)

99'-0"

54"/23

'-0"

(100K

)

99'-0"

54"/23

'-0"

(499K

)

99'-0"

54"/23

'-0"

(100K

)

99'-0"

24"/8'-

0"

(80K)

99'-0"24"/8'-0"(80K)

11

SE201

. 2'-5"

3

SE201

1' - 0

"12

" CMU

9' - 4

"12" CMU.21'-5 1/2"

12" CMU

1' - 7 1/8"

1' - 8

"

1' - 7 1/4"

11' - 10"

24' - 8"

10' - 2 3/4" 11' - 2 7/8"

1' - 0

"




4.



2. EL. 100'-0" = CIVIL EL. 5923.23'



99'-0"

36"/11

'-0"

(669K

)

1SE401

2SE401

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE102

12/03

/08

12/03

/08

FOUN

DATI

ON P

LAN

AREA

B

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"FOUNDATION PLAN AREA B 4'

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

0 4' 8'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

8 9 10 11 12 13 14 15 16 17 18

E

D

C

B

A

AREA C

AREA E

AREA

B

AREA

C

11' - 4" 16' - 0" 16' - 9" 10' - 7" 22' - 8" 4' - 8" 23' - 5" 3' - 11" 16' - 3" 11' - 1"

35' -

0"30

' - 0"

30' -

0"30

' - 0"

AREA C

AREA E

15' -

0"

2' - 6

"

5' - 0"6' - 2" 27' - 5 3/8"

15' -

3 3/8"

1' - 11 1/4" 3' - 0 3/8"

1' - 6

5/8"

2'-6"

TYP

.

6 - 3'-0" DIAMETERDRILLED PIERS2 - 3'-0" DIAMETER

DRILLED PIERS

16' -

0 5/8"

5' - 0"


2' - 6

"

7

SE201

6

SE201

4

SE201

2

SE201

7' - 6" 7' - 0" 24' - 8" 6' - 5" 10' - 1"

1' - 0"

2' - 0"8' - 1"

2' - 0"

4' - 8"

8' - 2"1' - 0"

2' - 6

"

12' -

10"

0' - 8

5/8"

0' - 9

3/8"

10' -

7"0'

- 9"7' - 0

"3'

- 11 1

/4"3'

- 7 3/

8"

4' - 3

5/8"

11' -

3 5/8"

0' - 5

3/8"

TOP OF 2'-6" DEEPDRILLED PIER CAPEL. = 96'-6"3'-0" DIAMETER DRILLED PIERS8'-0" MIN. DEPTH IN ROCK(420K/-130K) VERT SERVICE LOAD(35K) HORIZ SERVICE LOAD FORSHAFT CAPACITY(TYP. AT THIS CAP)


96'-6"30"/8'-0"

(381K)

96'-6"48"/12'-0"

(700K/-475K)

96'-6"

24"/8'-

0"

(2734K

)

99'-0"

36"/8'-

0"

(505K

)99'

-0"

36"/8'-

0"

(543K

)99'

-0"

36"/8'-

0"

(531K

)96'

-6"

36"/8'-

0"

(524K

)96'

-6"

48"/12

'-0"

(700K

/-475K

)

96'-6"

48"/12

'-0"

(700K

/-475K

)

96'-6"

48"/12

'-0"

(700K

/-475K

)

99'-0"

36"/8'-

0"

(528K

)99'

-0"

36"/8'-

0"

(544K

)99'

-0"

36"/8'-

0"

(553K

)96'

-6"

36"/8'-

0"

(519K

)

99'-0"

30"/9'-

6"

(483K

)99'

-0"

30"/9'-

6"

(474K

)99'

-0"

36"/8'-

0"

(567K

)96'

-6"

36"/8'-

0"

(571K

)

96'-6"18"/8'-0"(50K)

137' - 8"

127'

- 6"

10' -

11 1/

4"

1' - 6

"1'

- 0"

5

SE401

5

SE401

6

SE401

7

SE401

8

SE401

0' - 9

"

10' - 1"

2' - 0"8' - 1"

1' - 0"1' - 0"

12

SE401

SIM. TOREV.

7

SE402

7

SE402

8

SE402

2' - 0

"

1' - 0"


SIM.TO

9

SE402

10

SE402

2' - 6"

12" CMU 21' - 5 1/2" 12" CMU

1' - 0

"9'

- 4" 12

" CMU

6' - 9 7/8" 11' - 10"1' - 4 1/8"

1' - 7 1/4" 1' - 7 1/4"

1' - 8

"

1' - 6

"1'

- 0"




4.



2. EL. 100'-0" = CIVIL EL. 5923.23'



99'-0"

36"/11

'-0"

(669K

)

1SE401

2SE401 P

L A

N N

I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE103

12/03

/08

12/03

/08

FOUN

DATI

ON P

LAN

AREA

C

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"FOUNDATION PLAN AREA C

N

4'

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

0 4' 8'

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2 3 5 6 7 8 9 10 11

J

H

G

F.7

F

E

AREA

A

AREA

D

AREA

D

AREA

E

28' - 0" 28' - 8" 29' - 4" 27' - 4" 5' - 11" 21' - 5" 11' - 4" 16' - 0"

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"

4

1

SE203

16' - 9"

9' - 0

"22

' - 0"

30' -

0"


16' -

0"

2' - 6

"

5' - 0"


10' - 8" 10' - 0" 12' - 0" 11' - 0" 11' - 0" 11' - 6" 11' - 6" 10' - 0" 11' - 0" 11' - 0" 10' - 0"

25 - 3'-0" DIAMETERDRILLED PIERS(TOTAL)


PERMITTED LOCATIONFOR CONSTRUCTION JOINT


5

SE201

2

SE201

8

SE201

9

SE201

7

SE201

6

SE201

4

SE201

2' - 0"

6

SE201

2' - 4"

RETAINING WALL ANDDRILLED PIERS -SEE CIVIL DRAWINGS

99'-0"

30"/8'-

0"

(422K

)99'

-0"

30"/9'-

0"

(457K

)99'

-0"

30"/8'-

0"

(377K

)

99'-0"

36"/8'-

0"

(512K

)99'

-0"

36"/8'-

0"

(513K

)99'

-0"

30"/10

'-0"

(488K

)

99'-0"

36"/9'-

6"

(628K

)99'

-0"

36"/8'-

0"

(506K

)99'-0"

36"/10

'-0"

(645K

)

96'-6"

36"/11

'-0"

(669K

)

96'-6"

24"/8'-

0"

(309K

)

96'-6"

30"/9'-

0"

(460K

)



TOP OF 2'-6" DEEPDRILLED PIER CAPEL. = 99'-0" (UNO)3'-0" DIAMETER DRILLED PIERS8'-0" MIN. DEPTH IN ROCK(420K/-130K) VERT SERVICE LOAD(35K) HORIZ SERVICE LOAD FORSHAFT CAPACITY(TYP. AT THIS CAP)

96'-6"

18"/8'-

0"

(50K)

1' - 6"

0' - 10"9' - 2"

1" E

.J.

1' - 6"

7' - 0" 4' - 6 7/8"

1' - 6

"

16' -

0"

1' - 4"

2' - 9

5/8"

20' -

7 1/8"

0' - 4

7/8"2' - 6" 10' - 5 1/2" 2' - 6"

22' -

4 7/8"

2' - 6

"2'

- 6"

21' -

0"1'

- 6 3/

4"4'

- 10 1

/4"

4' - 8"

11' -

2"4'

- 10"

7' - 0

"

0' - 6

"12

' - 11

1/4"

2' - 6

"

.13'-3" 17' - 0" 2' - 6"

117' - 6"

5' - 0

"2'

- 0"

30' -

0"

2' - 5 1/8"

10' -

5"

4

SE401

6

SE401

5

SE401

5

SE401

SIM.TO

SIM.TO

7

SE401

8

SE401

3' - 0 3/8"

7' - 0"12' - 8"

0.7 0.8 0.9

F.1

E.8

12' -

11"

TYP.

2' - 6

"7'

- 11"

TYP.

2' - 6

"

0' - 0

5/8"

3' - 0

"

TYP.2' - 6"

4' - 8" 5' - 5" 5' - 8" 5' - 1"

10' - 0 1/4" 7' - 11" 3' - 5"

1' - 0

"8'

- 0"

0' - 11 5/8"


7' - 7

"

2' - 6" 12' - 0" 2' - 6"

2' - 6

"2'

- 6"

11' - 6 7/8"

2' - 3 1/4"

17' - 0"

17' -

0"

12' - 0"2' - 8 3/4"

14' - 4" 12' - 4"3' - 0"

6' - 6"

2' - 0

"

3' - 0

"16

' - 2 1

/4"12

' - 9 3

/4"

2' - 6

"12

' - 0"

2' - 6

"

5' - 4

1/2"

1' - 6"

3' - 0

"19

' - 0"

20' -

0"

3' - 0"

1' - 0"

1' - 6"




99'-0"

54"/23

'-0"

(498K

)

99'-0"54"/23'-0"(90K)

99'-0"54"/23'-0"(381K)

99'-0"54"/23'-0"(120K)

TOP OF 3'-6" DEEPDRILLED PIER CAPEL. = 99'-0"4'-0" DIAMETER DRILLED PIERS20'-0" MIN. DEPTH IN ROCK(249K) VERT SERVICE LOAD(70K) HORIZ SERVICE LOADFOR SHAFTCAPACITY(TYP. AT THIS CAP)


TOP OF 3'-6" DEEPDRILLED PIER CAPEL. = 96'-0"4'-0" DIAMETER DRILLED PIERS20'-0" MIN. DEPTH IN ROCK(398K) VERT SERVICE LOAD(70K) HORIZ SERVICE LOAD FORSHAFT CAPACITY(TYP. AT THIS CAP)


1' - 9"

1' - 9

"

99'-0"

24"/8'-

0"

(80K)

99'-0"24"/8'-0"(80K)

99'-0"54"/23'-0"(463K)

99'-0"

54"/23

'-0"

(100K

)

99'-0"54"/23'-0"(579K)

99'-0"

54"/23

'-0"

(346K

)

3' - 6"

12' - 0"12' - 0"11' - 0"13' - 0"3' - 0"

11

SE201

11

SE402

0' - 1 5/8"

12

SE402

12

SE402

5

SE201

11

SE201

1

SE403

3

SE4030' - 1

0"

0' - 10"

0' - 1

0"

5' - 0

1/2"

5

SE403

E.6

2' - 8

"

12" C

MU21

' - 5 1

/8"1'

- 0"

2' - 0"

16' - 2 1/2" 20' - 3"1' - 0"

9' - 4"12" CMU

1' - 8

" 1' - 8"

49' - 7"

1' - 3"

1' - 8" 16' -

0"

3' - 6

"

25' - 9"

18' - 9"

48' -

6"

1' - 6

"

3

SE201

10' - 3 1/2"1' - 6"

1' - 0

"1'

- 6"

23' -

0"

1' - 6

"1'

- 0"

3' - 0

5/8"

6' - 1

1"

1' - 0

"1'

- 0"

1' - 0"1' - 0"

1' - 5

"




4.



2. EL. 100'-0" = CIVIL EL. 5923.23'



99'-0"

36"/11

'-0"

(669K

)

1SE401

2SE401

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE104

12/03

/08

12/03

/08

FOUN

DATI

ON P

LAN

AREA

D

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"FOUNDATION PLAN AREA D

4'

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

0 4' 8'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

8 9 10 11 12 13 14 15 16 17 18

J

H

G

F.7

F

EAR

EA D

AREA

E

AREA C

AREA E

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"

11' - 4" 16' - 0" 10' - 7" 22' - 8" 4' - 8" 23' - 5" 3' - 11" 16' - 3" 11' - 1"

1

SE203

16' - 9"

16' -

0"

2' - 6

"

5' - 0"


2' - 6

"


AREA C

AREA E

11' - 6" 10' - 0" 11' - 0" 11' - 0" 10' - 0" 11' - 0" 11' - 0" 10' - 0" 14' - 2" 14' - 2" 9' - 5" 9' - 5" 9' - 5" 9' - 5"

25 - 3'-0" DIAMETERDRILLED PIERS(TOTAL)


2

SE201

7

SE201

4

SE201 27' - 5 3/8"

15' -

5 1/8"

15' - 6 3/8"

1' - 3

"

TOP OF 2'-6" DEEPDRILLED PIER CAPEL. = 99'-0" (UNO)3'-0" DIAMETER DRILLED PIERS8'-0" MIN. DEPTH IN ROCK(420K/-130K) VERT SERVICE LOAD(35K) HORIZ SERVICE LOAD FORSHAFT CAPACITY(TYP. AT THIS CAP)

TOP OF 2'-6" DEEPDRILLED PIER CAPEL. = 96'-6"3'-0" DIAMETERDRILLED PIERS8'-0" MIN. DEPTH INROCK(420K/-130K) VERTSERVICE LOAD(35K) HORIZSERVICE LOAD FORSHAFT CAPACITY(TYP. AT THIS CAP)

4

SE201

6

SE201

99'-0"

36"/8'-

0"

(500K

)96'

-6"

42"/8'-

0"

(700K

)96'

-6"

48"/12

'-0"

(700K

/-475K

)

96'-6"18"/8'-0"(146K)

96'-6"30"/8'-0"(396K)

99'-0"30"/8'-0"(433K)

99'-0"36"/8'-0"(515K)

99'-0"36"/8'-0"(563K)

99'-0"

36"/9'-

6"

(621K

)99'

-0"

36"/9'-

6"

(623K

)99'

-0"

30"/10

'-0"

(494K

)96'

-6"

30"/8'-

0"

(381K

)

96'-6"

30"/9'-

0"

(457K

)96'

-6"

30"/9'-

0"

(462K

)

96'-6"

18"/8'-

0"

(50K)

1' - 0

"

7' - 0" 24' - 8"

1' - 7 5/8" 4' - 0"

21' - 5 1/4" 12" CMU

12' -

8"4'

- 0 3/

4"1'

- 0"

8' - 1

1 5/8"

17' -

7 5/8"

1' - 6"4' - 0" 16' - 0 7/8"

10' - 1"2' - 0" 8' - 1"

1' - 0"1' - 0"

TYP.2' - 6"

TYP.

2' - 6

"4' - 3

1/2"

7' - 0

"1'

- 6"

4

SE401 5

SE401

5

SE401

6

SE401

SIM.TO SIM.

TO

7

SE401

8

SE401

5' - 0"DRILLED PIERCAP STEP

TOP OF CAP EL. = 96'-6"


E.4

E.7

CA.89' - 9" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2"

8' - 8

"

8' - 8

"12

' - 8"

8' - 8

"

1

SE50497'

-0"

(14 PLA

CES)

96'-6"(4 PLACES)

5' - 8" 5' - 1"

10

SE401

1' - 6"

8

SE402

7

SE402

2' - 0

"

1' - 0"


6

SE201

6

SE201

SIM.TO

9

SE402

2' - 6"

2

SE403

4

SE4036' - 0

"6'

- 0"

5' - 7

5/8"

1' - 0

"

5

SE403

1' - 6

"6' - 8

3/8"

1' - 1

1 5/8"

1' - 8

3/8"

1' - 6

"

0' - 2

"0'

- 3 5/

8"

1' - 6"

0' - 9

"

3'-0" SQ. x 1'-0" DEEPSPREAD FOOTING(18 PLACES)

9' - 5

1/4"

1' - 0

"12

" CMU

12" CMU

1' - 7

1/4"

1' - 7

1/2"

1' - 7 1/2"1' - 7 1/4"

10' - 6 7/8"

0' - 1

1/2"

6

SE401

1' - 4

3/4"

1' - 6

"

1' - 0

"1'

- 6"




4.



2. EL. 100'-0" = CIVIL EL. 5923.23'



99'-0"

36"/11

'-0"

(669K

)

1SE401

2SE401

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE105

12/03

/08

12/03

/08

FOUN

DATI

ON P

LAN

AREA

E

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"FOUNDATION PLAN AREA E

N

4'

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

0 4' 8'

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18

J

H

G

F.7

F

E

D

C

B

A

28' - 0" 28' - 8" 29' - 4" 27' - 4"5' - 11"

21' - 5" 11' - 4" 32' - 9" 10' - 7" 22' - 8"4' - 8"

23' - 5"3' - 11"

16' - 3"

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"35

' - 0"

30' -

0"30

' - 0"

30' -

0"

AREA

A

AREA

B

AREA

A

AREA

D

AREA

B

AREA

C

AREA C

AREA E

AREA

D

AREA

E

411' - 1"

2' - 4"16' - 0" 16' - 9"


E.4

E.7

CA.89' - 9" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2"

8' - 8

"

8' - 8

"8'

- 8"

12' -

8"

1.8

0.7 0.8 0.9

F.1

E.8

E.6

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


1/16

" = 1'

-0"

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE110

12/03

/08

12/03

/08

COMP

OSIT

E FI

RST

FLOO

R FR

AMIN

G PL

AN

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/16" = 1'-0"COMPOSITE FIRST FLOOR FRAMING PLAN

8'

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

0 8' 16'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2

J

H

G

F.7

F

E

AREA

A

AREA

D

AREA

A

AREA

B

28' - 0"

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"

FIELD VERIFY10' - 0 1/2" 46' - 6 1/2"

10' -

8"2'

- 0"

9' - 0

3/4"

5' - 0

"

10' - 8"

20' -

0"2'

- 0"


1

SE402

2

SE402

7' - 1

0 3/8"

1' - 0

"11

' - 11

3/4"

2' - 0

"FIELD VERIFY26' - 0 3/8"

0.7 0.8 0.9

F.1

E.8

10' - 0 1/4" 7' - 11" 3' - 5"

FIELD VERIFY14' - 5 1/2"

11

SE402

10' -

8"0'

- 6"

E.6

1' - 6

"

1' - 6

"

1' - 0

"

1' - 6

"

8' - 0

"2'

- 8"

FIRST FLOOR FRAMING PLAN NOTES:

1. FOR STRUCTURAL GENERAL NOTES - SEE SHEET SE001

2. NEW FINISHED FLOOR PLAN EL. = 100'-0"

3. INDICATES 12" CONCRETE SLAB

TYPICAL SLAB REINFORCING = #5@14"c/c TOP AND BOTTOM EACH WAY

ADDITIONAL REINFORCING AS SHOWN ON PLANS:

INDICATES REQUIRED TOP REINFORCING BARS IN SLAB

INDICATES REQUIRED BOTTOM REINFORCING BARS IN SLAB

FOR TYPICAL SLAB BAR PLACING DIAGRAMS AND COLUMN/ MIDDLE STRIP LAYOUTS, SEE DETAILS ON SHEET SE204


6. SEE FOUNDATION PLAN FOR ADDITIONAL WALL LAYOUT DIMENSIONS AND FOUNDATION LAYOUT/INFORMATION

11

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE111

12/03

/08

12/03

/08

FIRS

T FL

OOR

FRAM

ING

PLAN

ARE

A A

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"FIRST FLOOR FRAMING PLAN AREA A

N

4'

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

0 4' 8'

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

2 3 5 6 7 8 9 10

D

C

B

A

AREA

A

AREA

B

AREA

B

AREA

C

28' - 8" 29' - 4" 27' - 4" 5' - 11" 21' - 5" 11' - 4" 16' - 0"

30' -

0"30

' - 0"

30' -

0"

22-#

5T

16-#

5T20

-#5T

24-#

5T

17-#5T16-#5T

5-#5T9

SE201

8

SE201

2

SE201

4

SE201

7

SE2016

SE201

6

SE401

5

SE401

RETAINING WALLAND DRILLED PIERS(SHEET SE102) -SEE CIVIL DRAWINGS 7

SE401

0' - 10" 8' - 8" 0' - 6"

8' - 0" 2' - 0"

62' - 2"

0' - 6"

2' - 0"

1' - 0"

2' - 0

"

1' - 0"

2' - 0

"1'

- 0"

9' - 8 3/4"

1' - 4"

7' - 0"

7' - 0

"3'

- 11 3

/8"

1' - 5

3/8"

31' -

8"16

' - 0"

14' -

4"

0' - 4

"

8

SE401

SE2041

1

21'-5 1/2'"

3' - 0

"

OPEN

ING

ABOV

E10

' - 0"

x 12

'-0" H

IGH

3' - 0

"

20-#5T

3-#5T

2-#5T

6-#5T

2-#5T

20-#5T20-#5T7-#5T

21-#5T

24-#5T24-#5T9-#5T

24-#5T

2-#5T2-#5T

8-#5T7-#5T

2-#5T

2-#5B

2-#5B

2-#5B

2-#5B

4-#5B

4-#5B

4-#5B

5-#5

T

2-#5

T2-

#5T

2-#5

T

5-#5

T

3-#5

T

22-#

5T24

-#5T

5-#5

T

2-#5

T2-

#5T

2-#5

T

30-#

5T

27-#

5T

2-#5

T

27-#

5T

2-#5

T

6-#5

T

2-#5

B2-

#5B

2-#5

B2-

#5B

6-#5

B

7-#5

B

13-#

5B

8-#5

B

11-#

5B

2-#5

B

2-#5

B4-

#5B

4-#5

B

12

SE401

12

SE401

SIM. TOREV.

SEE

CIVI

L1"

E.J.

11

SE201

3

SE201

12' -

9 3/4"

1' - 0

"9'

- 4"

12" C

MU

12" CMU

12" CMU

24' - 8"

1' - 7 1/4" 1' - 7 1/8"

1' - 8

"

1' - 6

"10

' - 11

3/8"

1' - 6

"

SE2044

2-#5

B2-

#5B

2-#5

B2-

#5B

2-#5

B2-

#5B

2-#5

B2-

#5B

2-#5

B2-

#5B

2-#5

B

2-#5

B

2-#5B 2-#5B

2-#5B 2-#5B












11

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE112

12/03

/08

12/03

/08

FIRS

T FL

OOR

FRAM

ING

PLAN

ARE

A B

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"FIRST FLOOR FRAMING PLAN AREA B

4'

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

0 4' 8'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

9 10 11 12 13 14 15 16 17 18

D

C

B

A

AREA

B

AREA

C

AREA C

AREA E

16' - 0" 16' - 9" 10' - 7" 22' - 8" 4' - 8" 23' - 5" 3' - 11" 16' - 3" 11' - 1"

30' -

0"30

' - 0"

30' -

0"

7

SE201 6

SE201

4

SE201

2

SE201

5

SE401

5

SE401

8

SE401

7

SE401

SE2044 REV.

SE2041

1

78' - 2" 31' - 8" 6' - 5" 10' - 1"

1' - 0"

7' - 0" 24' - 8"

7' - 0

"3'

- 11 1

/4"

10' -

11 1/

4"91

' - 6"

2' - 0" 1' - 0"

12' -

10"

0' - 8

5/8"

1' - 6

"

10' -

7"0'

- 9"

8' - 2" 1' - 0" 14' - 3"

21' - 5 1/2"

9' - 4

"

10' - 1"

3' - 0"8' - 1"

1' - 0" 1' - 0"

CA.1 CA.2 CA.3 CA.40'

- 9"

8-#5T 4-#5T

14-#5T

17-#5T

15-#5T

15-#5T

14-#5T

15-#5T

14-#5T

15-#5T

18-#5T

18-#5T

19-#5T

25-#5T

6-#5T

6-#5T

6-#5T

8-#5T 9-#5T7-#5T 8-#5T

8-#5T

12-#5T

8-#5B

8-#5B

8-#5B

12-#5B

4-#5B4-#5B

4-#5B

6-#5B

14-#

5T16

-#5T

8-#5

T

2-#5

T

19-#

5T16

-#5T

6-#5

T

14-#

5T16

-#5T

2-#5

T

10-#

5T

8-#5

T

4-#5

T

14-#

5T14

-#5T

4-#5

T2-

#5T

15-#

5T

2-#5

T

18-#

5T

6-#5

T

24-#

5T

6-#5

T

25-#

5T

5-#5

T

4-#5

T

16-#

5T

5-#5

B

3-#5

B

5-#5

B

5-#5

B

10-#

5B

16-#

5B

10-#

5B

5-#5

B

2-#5

B

6-#5

B

2-#5

B

6-#5

B 8-#5

B

2-#5

B

2-#5

B

2-#5

B

2-#5

B

2-#5

B

9' - 4 1/2"9' - 9" 9' - 4 1/2" 9' - 4 1/2"

7

SE402

7

SE402

SIM.TO

8

SE402

9

SE402

10

SE402

2'-0" DIA. CONC.ENCASEMENT

5" EXTERIORCONC. SIDEWALK -SEE CIVIL

1' - 0

"12

" CMU

1' - 5

3/8"

1' - 8

"

12" CMU12" CMU

1' - 7 1/4" 1' - 7 1/4"

6-#5B

8' - 6" 8' - 6"












11

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE113

12/03

/08

12/03

/08

FIRS

T FL

OOR

FRAM

ING

PLAN

ARE

A C

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"FIRST FLOOR FRAMING PLAN AREA C

N

4'

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

0 4' 8'

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2 3 5 6 7 8 9 10 11

J

H

G

F.7

F

E

AREA

A

AREA

D

AREA

D

AREA

E 21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"

28' - 0" 28' - 8" 29' - 4" 27' - 4" 5' - 11" 21' - 5" 11' - 4" 16' - 0" 16' - 9"

4

1

SE203

W8X

10

W24x94 STRINGERw/2-SIDE PL 5/8"x22 1/2"

5

SE201

2

SE201

8

SE201

9

SE201

7

SE201

6

SE201

4

SE201

30' -

0"

2' - 0"

4' - 6"

5' - 0"

18' - 8 1/4"

20' -

0"2'

- 0"

3' - 0

5/8"

6' - 1

1"

4

SE401

5

SE401

RETAINING WALLAND DRILLED PIERS (SHEET SE102) -SEE CIVIL DRAWINGS

6

SE401

5

SE401

SIM.TO

SIM.TO

8

SE401

7

SE401

SE2041

1

1' - 0"

1' - 0

"

1' - 0"28' - 8"

2' - 0"

7' - 1

0 3/8"

1' - 0

"11

' - 11

3/4"

2' - 0

"

8' - 6"

10' - 0"

8' - 0" 2' - 0"

1' - 0"

16' -

0"3'

- 8"

1" E

.J.

12' - 8"46' - 1 1/8"1' - 6"2' - 0"

1' - 0" 9' - 4" 12" CMU

10' - 9" 0' - 6 5/8"

1' - 8

"21

' - 5 1

/8"1'

- 0"

0' - 4

7/8" 12

' - 11

1/4"

0' - 6

"

2' - 6

1/8"

OPEN

ING

ABOV

E10

' - 0"

x 12

'-0" H

IGH

3' - 5

7/8"

1' - 6"

1' - 6"

1.8

12-#5T

21-#5T17-#5T10-#5T

11-#5T

3-#5T

17-#5T

14-#5T

7-#5T

10-#5T

4-#5T

10-#5T 10-#5T 10-#5T 10-#5T 11-#5T

2-#5T 2-#5T 2-#5T 2-#5T 2-#5T

12-#5T 13-#5T 20-#5T 23-#5T

2-#5T2-#5T

10-#5T

22-#5T 21-#5T 31-#5T 29-#5T

13-#5T

18-#5T

11-#5T

4-#5T10-#5T

8-#5B

17-#5B2-#5B

2-#5B

3-#5B3-#5B

2-#5B

2-#5B

3-#5B

2-#5B

2-#5B

2-#5B

2-#5B

2-#5B2-#5B2-#5B2-#5B

4-#5B

16-#5B

4-#5B 2-#5B

3-#5B

2-#5B

5-#5B

2-#5B

4-#5B

2-#5B 2-#5B 2-#5B

4-#5B

2-#5B

2-#5B

19-#5B

24-#

5T

18-#

5T

2-#5

T

2-#5

T

10-#

5T

6-#5

T

4-#5

T

16-#

5T

20-#

5T

2-#5

T

16-#

5T

2-#5

T

21-#

5T

2-#5

T

20-#

5T

2-#5

T

21-#

5T

31-#

5T

2-#5

T 20-#

5T

30-#

5T

30-#

5T

30-#

5T

26-#

5T17

-#5T

12-#

5T

5-#5

T

11-#

5T7-#5

T

8-#5

T

28-#

5T

6-#5

T

2-#5

T

2-#5

T

6-#5

T

5-#5

T

4-#5

T

3-#5

T

10-#

5T

2-#5

T

11-#

5T

0.7 0.8 0.9

F.1

E.8

2-#5

B

2-#5

B

2-#5

B

2-#5

B 2-#5

B

2-#5

B

2-#5

B

2-#5

B

3-#5

B

3-#5

B

2-#5

B

2-#5

B

15-#

5B

16-#

5B

2-#5

B

6-#5

B

7-#5

B

9-#5

B

3-#5

B

2-#5

B

3-#5

B

4-#5

B

2-#5

B

5-#5

B

3-#5

B 2-#5

B

3-#5

B

3-#5

T

10' - 0 1/4" 7' - 11" 3' - 5"

6' - 6"

16' - 4"

0' - 6"

12' - 10" 8' - 0" 5' - 4" 10' - 8" 10' - 0"

4' - 8"

22' - 0" 13' - 0"

6' - 5"

22' - 0" 10' - 0"

5' - 8"

22' - 0"

5' - 1"

2' - 0"

2' - 0"

11

SE201

5

SE502

11

SE402

10' -

8"0'

- 6"

1

SE403

11

SE201

5

SE201 3

SE403

12

SE402

12

SE402

5

SE403

OPENING FOR CONDUITS -COORDINATE LAYOUTWITH ELEC. AND SHEET E103

OPENING FOR CONDUITS -COORDINATE LAYOUTWITH ELEC. AND SHEET E103

E.6

8' - 0

"2'

- 8"

9' - 7

"5'

- 9"

0' - 1

1 5/8"

3' - 8

1/2"

1' - 8"

1' - 6"

1' - 6

"

1' - 6

"

1' - 0

"

91' - 8 7/8"

.1'-8"

12" C

MU

SE2045

SE2045

3

SE201

1' - 6

"

1' - 6

"

1' - 0

"

17' - 0" 2' - 6"

11' - 6 7/8"

1' - 5

"7' - 7

" 4' - 6 7/8"

8' - 6" 8' - 6"












11

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE114

12/03

/08

12/03

/08

FIRS

T FL

OOR

FRAM

ING

PLAN

ARE

A D

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"FIRST FLOOR FRAMING PLAN AREA D 4'

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

0 4' 8'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

8 9 10 11 12 13 14 15 16 17 18

J

H

G

F.7

F

EAR

EA D

AREA

E

AREA C

AREA E

10' - 7" 22' - 8" 4' - 8" 23' - 5" 3' - 11" 16' - 3" 11' - 1"

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"

11' - 4" 16' - 0" 16' - 9"

1

SE203

2

SE201

7

SE201

6

SE201

4

SE201

30' -

0"

30' -

0"

4

SE4015

SE401

5

SE401SIM.TO

SIM.TO

8

SE401

7

SE401

SE2041

1

24' - 8"83' - 6 7/8"

12' -

8"1'

- 0"

8' - 1

1 5/8" 1'

- 0"

10' - 1"

3' - 0"8' - 1"

1' - 0" 1' - 0"

9' - 5 7/8"

16' - 0 7/8"1' - 6"

17' -

7 5/8"


E.4

E.7

CA.8

4

SE201

8' - 8

"

8' - 8

"8'

- 8"

12' -

8"

1

SE504

5' - 4"12' - 5 7/8"

2' - 0" 2' - 5 3/8"

12-#5T

8-#5T18-#5T 22-#5T 6-#5T

11-#5T 11-#5T 11-#5T

2-#5T 2-#5T 2-#5T

22-#5T 22-#5T20-#5T 11-#5T

4-#5T

2-#5T 2-#5T

29-#5T 31-#5T 23-#5T6-#5T

9-#5T

5-#5T

14-#5T

14-#5T

8-#5B

3-#5B 3-#5B

2-#5B

2-#5B

3-#5B

2-#5B

2-#5B

3-#5B

2-#5B

2-#5B2-#5B

2-#5B 2-#5B

4-#5B

2-#5B

5-#5B

2-#5B

2-#5B

2-#5B2-#5B

3-#5B

4-#5B

6-#5

T

2-#5

T

18-#

5T

23-#

5T

6-#5

T

4-#5

T

2-#5

T

20-#

5T

2-#5

T

21-#

5T

2-#5

T

18-#

5T

7-#5

T

2-#5

T

30-#

5T

2-#5

T

20-#

5T

2-#5

T

2-#5

T

11-#

5T

3-#5

T

3-#5

T

3-#5

T

4-#5

T

2-#5

B

2-#5

B

2-#5

B

2-#5

B

2-#5

B

3-#5

B

2-#5

B

2-#5

B

2-#5

B

4-#5

B

4-#5

B

2-#5

B

4-#5

B

9' - 4 1/2"9' - 9" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2"

22' - 0" 10' - 0"

5' - 8"

22' - 0" 10' - 0"

5' - 1"

22' - 0" 10' - 0"

3' - 8"

28' - 4" 20' - 0"

10

SE401

7

SE402

8

SE402

4' - 0"1' - 6"

6

SE201

6

SE201

SIM.TO

2'-0" DIA. CONC.ENCASEMENT

5" EXTERIORCONC. SIDEWALK -SEE CIVIL

9

SE402

5

SE403

2

SE403

4

SE4039' - 7

"5'

- 9"

0' - 1

1 5/8"

3' - 8

1/2"

1' - 8"

1' - 7 1/4" 21' - 5 1/4" 1' - 7 1/2"

1' - 7

1/4"

9' - 5

1/4"

1' - 7

1/2"

0' - 1

1/2"

1' - 0

"12

" CMU

12" CMU 12" CMU

0' - 6

"12

' - 11

7/8"

1' - 6

"

1' - 6

"

1' - 4

3/4"

6

SE401

8' - 6" 8' - 6"












11

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE115

12/03

/08

12/03

/08

FIRS

T FL

OOR

FRAM

ING

PLAN

ARE

A E

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"FIRST FLOOR FRAMING PLAN AREA E

N

4'

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

0 4' 8'

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18

J

H

G

F.7

F

E

D

C

B

A

AREA

A

AREA

B

AREA

A

AREA

D

AREA

B

AREA

C

AREA C

AREA E

AREA

D

AREA

E

28' - 0" 28' - 8" 29' - 4" 27' - 4"5' - 11"

21' - 5" 11' - 4" 16' - 0" 16' - 9" 10' - 7" 22' - 8"4' - 8"

23' - 5"3' - 11"

16' - 3" 11' - 1"

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"35

' - 0"

30' -

0"30

' - 0"

30' -

0"

F.6

4

C.8

2' - 4"

6' - 6

"1'

- 5 5/

8"


E.4

E.7

CA.89' - 9" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2"

8' - 8

"

8' - 8

"8'

- 8"

12' -

8"

1.8

0.7 0.8 0.9

F.1

E.8

E.6

6' - 6"

10' - 0 1/4" 7' - 11" 3' - 5"

8' - 0

"2'

- 8"

20' -

4"

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


1/16

" = 1'

-0"

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE120

12/03

/08

12/03

/08

COMP

OSIT

E SE

COND

FLO

OR F

RAMI

NG P

LAN

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/16" = 1'-0"COMPOSITE SECOND FLOOR FRAMING PLAN

8'

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

0 8' 16'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2

J

H

G

F.7

F

E

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"

28' - 0"

AREA

A

AREA

D


1

SE402

2

SE402

FIELD VERIFY29' - 6"



FIELD VERIFY16' - 0 1/2" 6' - 4 3/4" 23' - 1 1/4"


2' - 0

"20

' - 0"

32' -

0"

10' - 8"

9' - 0

3/4"

10' -

8"21' - 11 1/4"

14' - 1"6' - 6"FIELD VERIFY

15' - 0"

1' - 6"

1.8

6' - 0"

8' - 0" 21' - 6"

1' - 0

"11

' - 11

3/4"

2' - 0

"

1' - 6"

1' - 6

"

3

SE402

0.7 0.8 0.9

F.1

E.8

8' - 0

"

10' - 0 1/4" 7' - 11" 3' - 5"FIELD VERIFY

14' - 2 3/4"

3A 5

FIEL

D VE

RIFY

12' -

4"FI

ELD

VERI

FY6'

- 10 7

/8"FI

ELD

VERI

FY3'

- 2 1/

2"

3' - 4

"

FIEL

D VE

RIFY

3' - 6

5/8"

13' -

8"3'

- 4"

6' - 7" 15' - 9"

FIEL

D VE

RIFY

10' -

4 1/2"

1" E

.J.3'

- 3 1/

2"

10' - 5" 9' - 1"

7' - 1

0 3/8"

18' - 8 1/4"

1' - 6

"

4' - 6"

FIEL

D VE

RIFY

8' - 1

0 1/2"

FIEL

D VE

RIFY

4' - 9

1/2"

18" GR. BEAM18" GR. BEAM

18" GR. BEAM

18" GR. BEAM

18" G

R. B

EAM

18" G

R. B

EAM

18" G

R. B

EAM

6

SE402

. FIE

LD V

ERIF

Y

3' - 4

"FI

ELD

VERI

FY0'

- 10 3

/8"

FIEL

D VE

RIFY

1' - 6

"

1' - 6

"

5

SE402

4

SE402

1" E.J.FIELD VERIFY

6' - 8"

E.6

2' - 8

"

20' -

4"

2' - 0"

6' - 6"

2' - 0"

18" G

R. B

EAM

10' -

8"2'

- 6"

0' - 6

"

1' - 0

"1'

- 0"


5

SE402

SIM.TO


1" E.J.



FIEL

D VE

RIFY

8' - 9

1/4"

20' -

10"

22' -

0"

SECOND FLOOR FRAMING PLAN NOTES:


2. FINISHED SECOND FLOOR PLAN EL. = 116'-0"

3. INDICATES 3" COMPOSITE METAL FLOOR DECK w/ 2" LIGHT WEIGHT CONCRETE FILL AND #4@12"c/c (LAP AS PER STRUCTURAL GENERAL NOTES) 5" TOTAL DEPTH - SEE ALSO



6. INDICATES MOMENT CONNECTION - SEE REFERENCED DETAILS AND SHEET SE501

7. FOR TYPICAL SHEAR TAB CONNECTION SCHEDULE (BEAM TO BEAM AND NON-MOMENT BEAM TO COLUMN FLANGE) - SEE

3A

1SE202

5

8SE503

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE121

12/03

/08

12/03

/08

SECO

ND F

LOOR

FRA

MING

PLA

N AR

EA A

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"SECOND FLOOR FRAMING PLAN AREA A

N

4'

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

0 4' 8'

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

2 3 5 6 7

D

C

B

A

AREA

A

AREA

B

AREA

B

AREA

C

28' - 8" 29' - 4" 27' - 4" 5' - 11"

W21X48

W24X76

W24X68

W18

X40

W18

X40

W18

X35

W18

X40

W18

X35

W18

X35

W18

X35

W21X48

W18

X35

W24X68

W14

X22

W24X68

W18

X40

W18

X40

W18

X40

W21X44

W8X10

W18

X40

W18

X40

W21

X44

W21

X44

W18

X35

W30X90

W18

X35

W24X68

W18

X40

W24X68

W27X84

W18

X40

W18

X40

W18

X40

W8X

10

9

SE202

30' -

0"30

' - 0"

30' -

0"

3

2

W18X35

5

SE503

3

SE503

2

SE503

7

SE202

16' -

0"31

' - 8"

RETAINING WALL -SEE CIVIL DRAWINGS

14' -

4"

0' - 4

"2'

- 0"

2' - 0"

8' - 0" 2' - 0"

19' - 6" 24' - 8" 7' - 0" 7' - 6"

9' - 8 3/4"1' - 4"

8' - 5 1/4"2' - 0"

1' - 6

"10

' - 11

3/8"

7' - 0

"3'

- 11 3

/8"

11' -

2 7/8"

9' - 4

"1'

- 8"

12' -

4 3/8"

1' - 5

3/8"

2' - 6

7/8"

1' - 7 1/4" 16' - 5 1/4" 5' - 0 3/8" 1' - 7 1/8"

OPEN

ING

BELO

W10

' - 0"

x 12

'-0" H

IGH

T.O.W.EL. = 118'-0"

3' - 0

"3'

- 0"

32' - 0"

7

SE5034

SE202

7

SE501TYP.

3

SE505

4

SE202

2

SE505

SIM.TO

3

SE202 8

SE501

W18X35

W18

X35

0' - 5

"2'

- 6"

1

SE505

SIM.TO

4

SE202

TOPOFWALL

1' - 5 1/4"

3' - 1 3/8"

3

SE505

6

SE503

SEE

CIVI

L1"

E.J.

9' - 9 3/8"

8' - 8" 1' - 0"

0' - 6

"

3

SE202

TYP.4 SIDES

1' - 6"

1' - 6

"

9' - 1 3/8" 9' - 2 5/8" 8' - 11"

12" C

MU1'

- 0"

12" CMU

12" CMU

1

SE503




3. SECOND FLOOR T.O.S. EL. = 115'-7" EXCEPTIONS NOTED THUS: (XXX'-XX")

4. INDICATES 1 1/2" STEEL GRATING (GALV)


6. NOT USED





11. FOR TYPICAL DOUBLE ANGLE CONNECTION SCHEDULE (NON-MOMENT BEAM TO COLUMN WEB CONNECTIONS) - SEE

12. BEAMS MARKED (*) SHALL HAVE BOTTOM FLANGE BRACED AT 7'-6" (MAX) PER DETAIL

13. BEAMS W14, W18, W24 AND W27 MARKED (*) SHALL HAVE DOUBLE ANGLE CONNECTION AT EACH END PER DETAIL (UNO)

BEAM TO COLUMN CONNECTIONS AT COLUMN LOCATIONS A-18, B-18, C-18, D-18, E-18 AS PER

2

3

2SE202

1SE202

7SE501

2SE202

5SE501

4

5

8SE503

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE122

12/03

/08

12/03

/08

SECO

ND F

LOOR

FRA

MING

PLA

N AR

EA B

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"SECOND FLOOR FRAMING PLAN AREA B

4'

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

0 4' 8'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

7 8 9 10 11 12 13 14 15 16 17 18

D

C

B

AAR

EA B

AREA

C

AREA C

AREA E

21' - 5" 11' - 4" 16' - 0" 16' - 9" 10' - 7" 22' - 8" 4' - 8" 23' - 5" 3' - 11" 16' - 3" 11' - 1"

30' -

0"30

' - 0"

30' -

0"

W18

X40

W18

X40

W18

X40

W18

X35

W30X90

W18

X35

W24X68

W18

X40

W24X68

W27X84

W18

X40

W18

X40

W18

X40

W18

X40

W18

X40

W18

X40

W18

X35

W24X62

W18

X35

W24X68

W14

X22

W24X68

W27X84

W18

X40

W18

X40

W18

X40

W18

X40

W18

X40

W18

X40

W18

X35

W30X99

W18

X35

W24X68

W18

X40

W24X68

W27X84

W18

X40

W18

X40

W18

X40

W18

X40

W18

X40

W18

X40

W18

X35

W24X55

W18

X35

W24X68

W18

X40

W24X68

W33X141

W14X22

W18

X40

W18

X40

W16

X31

W8X10

W18

X40

W18

X40

W16

X31

W14

X22

W18

X35

W24X94

W18

X35

W24X94

W33

X141

W24X94

W33X141

W18X55

W18

X35

W18

X35

W18

X35

W14

X22

W18

X55

W18

X55

W18

X55

W14

X22

W33

X141

W33

X141

W33

X141

W8X

10

W14X22

C15X

33.9

1' - 8"

C.8

6' - 6

"

5' - 0

"

W18

X55

W18

X55

W18

X55

W14

X22

W18

X55

W18

X55

W18

X55

W14

X22

4' - 6 7/8"4' - 6 1/2"4' - 6 7/8"4' - 6 1/2"9' - 1 3/8"

* * *

*

* * *

* * * *

* * * *

*

*

*

*

*

7' - 6"2

SE503

7

SE202

3

8

SE202

17' - 0"24' - 8"7' - 0"110' - 11"

2' - 3

3/4"9'

- 8 7/

8"1'

- 6"

0' - 9

3/8"

12' -

0 5/8"

10' -

11 1/

4"91

' - 6"

1' - 6

"

1' - 6"

7' - 0

"3'

- 11 1

/4"1'

- 6"

8' - 8" 9' - 6 3/4" 9' - 1 3/8"

8' - 2"1' - 0"

5' - 11 5/8" 12' - 2 3/8"

9' - 1 3/8" 9' - 1 3/8" 9' - 1 3/8"

4' - 1

0"5'

- 0"

0' - 9

"

1' - 7 1/4" 5' - 0 3/8" 16' - 5 1/8" 1' - 7 1/4"

9' - 4

"

7

SE503

11

SE503

0' - 9

"10

SE503

9

SE503

CL EMBED PL

3' - 0

"1'

- 3"4

SE202

7

SE501

TYP.

SIM.TO

3

SE202

1

SE505

9

SE503

4

SE202

8

SE501

8

SE501

8

SE501

4

SE202

TOPOFWALL

7

SE503

1

SE505

SIM.TO

2

SE505 2' - 1"

3' - 1"

3

SE505

1' - 0

"12

" CMU

12" CMU 21' - 5 1/2" 12" CMU

1' - 8

"1'

- 5 3/

8"

1' - 6

"10

' - 1 7

/8"

1' - 6

"

6

SE501

1' - 6

"







6. NOT USED









2

3

2SE202

1SE202

7SE501

2SE202

5SE501

4

5

8SE503

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE123

12/03

/08

12/03

/08

SECO

ND F

LOOR

FRA

MING

PLA

N AR

EA C

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"SECOND FLOOR FRAMING PLAN AREA C

N

4'

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

0 4' 8'

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2 3 5 6 7 8 9 10 11 12

J

H

G

F.7

F

E

D

AREA

A

AREA

B

AREA

A

AREA

D

AREA

D

AREA

E

28' - 0" 28' - 8" 29' - 4" 27' - 4" 5' - 11" 21' - 5" 11' - 4" 16' - 0" 16' - 9" 10' - 7"

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"

W24X68

W18X35

W18X35

W18X35

W18X35

W18X35

W12X14

W12X14

W21

X44

W18X40

W14X22

W30

X90

W14X22

W21X44

W18X40

W18X40

W21X44

W21X48

W18X40

W24X76

W16

X31

W16X26

W16X26

W21

X44 W18X40

W8X

10

W24X68

W18X40

W18X40

W18X40

W24

X68

W24X76

W18X35

W18X35

W24

X62

W18X35

W18X35

W18X35

W18X35

W18

X35

W18

X35

W27X84

W24

X55

W21X48

W21X48

W24

X76

W21X44

W21X48

W21X48

W33

X118

W21X44

W33X118

W8X

10W

27X8

4

W24X55

W24X62

W21X48

W24X94

W21

X44

W21

X44

W27

X84

W27X84

W21X44

W21X44

W27

X84

W21X44

W21

X44

W21

X44

W8X

10W

30X9

0

W21X44

W21X48

W21X48

W24X94

W33

X118 W21X44

W8X

10W

30X9

0

W24X104

W30

X90

4

1

SE203

W12X14

W12X14

W8X10W8X10

W8X

10

(110'-8 1/4")(110'-8 3/4") (110'-8 3/4") (110'-8 1/2")

W24x94w/2-SIDE PL 5/8"x22 1/2"

W24x94w/2-SIDE PL 5/8"x22 1/2"

35' -

0"

5

SE202

10

SE202

6

SE5027

SE502

2' - 4"

W8X

10

W12X14


6' - 4 3/4" 23' - 1 1/4"

2' - 0

"20

' - 0"

32' -

0"

21' - 11 1/4"

OPEN

ING

BELO

W10

' - 0"

x 12

'-0" H

IGH2

T.O.W.EL. = 126'-0"

3' - 6

"2'

- 6"

W24X68

1' - 6"

1.8

4

SE503

3

SE202

33

4

SE503

3

SE503

5

SE503

3' - 8

"

1" E

.J.

RETAINING WALL -SEE CIVIL DRAWINGS

SEE

CIVI

L

9

SE502

2

SE503

6' - 0" 28' - 8" 4' - 4"

8' - 0" 21' - 6"

2' - 0"

1' - 0

"11

' - 11

3/4"

2' - 0"16

' - 0"

2' - 0

"

2' - 2" 1' - 4"

5' - 2

3/8"

12' - 3 1/8"

2' - 0

5/8"

1' - 0

"6'

- 11"

1' - 0

"

1' - 8 5/8"

2' - 2"1' - 4"

1' - 5

"7'

- 7"

13' -

0"

0' - 6

"5'

- 6"

1' - 6" 11' - 6 7/8"

5' - 0 7/8" 23' - 7 1/8"

49' - 7" 12' - 8"

2' - 0

"1'

- 6"

1' - 6

"

16' -

3 1/2"

5' - 1

5/8"

1' - 0

"

0' - 4

7/8"

20' - 3" 1' - 0" 9' - 4" 1' - 8"

1' - 8

"

2' - 2

1/4"

11' -

11 1/

4"1'

- 0"

0' - 7

"

9' - 9

"

0' - 6

"

0' - 9

1/8"

0' - 8

7/8"

7

SE503

7

SE503

3

1' - 0"

10' -

0"

(112'-0")(110'-8 1/4")

3

SE402

0.7 0.8 0.9

F.1

E.8

W18

X40

W18

X40

8' - 5

1/4"

10' - 0 1/4" 7' - 11" 3' - 5"

4' - 8"

5

8' - 8" 16' - 4" 13' - 8" 11' - 0" 22' - 0" 13' - 0"

6' - 5"

22' - 0" 17' - 4"

13' - 0"

14' - 8" 10' - 0"

4

SE202

4

SE202

5

SE202

10' - 5" 9' - 1"

7' - 1

0 3/8"

8' - 0

"

5

SE203

5

SE203

SIM.TO

7

SE202

10

SE202

7

SE501TYP.

4

SE202SIM.TO

4

SE202SIM.TO

4

SE202SIM.TO

8

SE501

8

SE501

SIM.TO

2

SE505

3

SE202

3

SE505

4

SE505

4

SE202

1

SE505

SIM.TO

7

SE503

TOP OFWALL

7

SE503

1

SE502

18' - 8 1/4"

1' - 6

"

3

SE503

SIM.TO

3

SE503SIM.TO

4' - 6"

1' - 2

1/8"

5' - 9

"

6

SE402

E.6

3

SE503

3

SE503

4

SE503

0' - 6"

7' - 0

"

7' - 4

"7'

- 4"

7' - 4

"

4

SE5041'

- 6"

1' - 6"

2

SE504

VERIFY WITH ARCH.16' - 7"

VERIFY WITH ARCH.16' - 8"

7

SE202

SIM.TO

0' - 1

1 5/8"

9' - 1

1 7/8"

11' -

8"

W12

X19

8' - 0"

W12

X19

W12

X19

W12

X19

8' - 0"

L5X5X5/16 L5X5X5/16

L5X5X5/16 L5X5X5/16

L5X5X5/16L5X5X5/16

L5X5X5/16L5X5X5/16

12

SE503

12

SE503

SIM.TO

..0"

..0"

1' - 7 3/8" 31' - 7 5/8" 31' - 0 3/8"

0' - 6

"10

' - 1 1

/4" 0' - 1

1 5/8"

9

SE502

9

SE502

6' - 6"

2' - 0"

62' - 8"

7' - 0" .18'-9"

1' - 6"

16' -

0"7'

- 0"

1' - 6

"

1' - 8"

6' - 8 7/8"

47' -

0"

12" C

MU

12" CMU

7

SE202

W21X44

L5X5X5/16 L5X5X5/16

L5X5X5/16 L5X5X5/16

W24X62

W24X62

W24X62

17' - 0"1' - 0"

1' - 0"8' - 6"

6' - 6" 4' - 6 7/8"

W24

X62

1' - 6"

5' - 1"

2' - 0"W21X44

W24

X68

W21X48

W21X44

6' - 5

5/8"

2' - 0

"

9' - 8

"1'

- 6"

10' -

1 7/8"

11' -

8"2'

- 0"

9' - 8

"1'

- 6"

18' - 6" 2' - 0"

2' - 8

3/8"

11' -

2"

0' - 8

3/8"

1

SE505

2' - 0"

0' - 6"

6

SE503

SIM.TO

2' - 6

"

1' - 0

"

11' -

2"

13' -

8"

2' - 8

"

22' -

0"







6. NOT USED









2

3

2SE202

1SE202

7SE501

2SE202

5SE501

4

5

8SE503

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE124

12/03

/08

12/03

/08

SECO

ND F

LOOR

FRA

MING

PLA

N AR

EA D

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"SECOND FLOOR FRAMING PLAN AREA D

4'

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

0 4' 8'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

8 9 10 11 12 13 14 15 16 17 18

H

G

F.7

F

E

DAREA C

AREA E

AREA

D

AREA

E

11' - 4" 16' - 0" 16' - 9" 10' - 7" 22' - 8" 4' - 8" 23' - 5" 3' - 11" 16' - 3" 11' - 1"

31' -

0"9'

- 0"

22' -

0"30

' - 0"

W21X44

W21X44

W21X44

W27

X84

W27X84

W21X44

W21X44

W27

X84

W24X62

W21X44

W27

X84

W27X84

W21X48

W21X48

W27

X84

W21X44

W21X48

W21X48

W21X44

W30X90

W24X94

W21X48

W24

X55

W18X40

W18X35

W24

X76

W18X35

W18X35

W18X35

W14

X22

W18X35

W14

X22

W30

X99

W33X141

W21X48

W21X48

W24X104

W18

X40

W18

X40

W8X10

W30

X90

W30

X90

W30

X90

W18X40

W14X22

W18

X55

W27

X84

W33X141

W21

X44

W33

X141

W33

X141

1

SE203

(110'-8 3/4") (110'-8 1/2")

W14

X22

W8X

10

35' -

0"

35' -

0"

3

SE202

4

SE202

5

SE202

10

SE202

W18X55

W18X55

W18X55

W18X55

W18X55

W18X55

W18X55

*

*

*

*

*

*

*

*

**

**


E.4

E.7

CA.89' - 9" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2" 9' - 4 1/2"

8' - 8

"

8' - 8

"8'

- 8"

12' -

8"

14.8

HSS6

X6X3

/8HS

S6X6

X3/8

HSS6

X6X3

/8HS

S6X6

X3/8

HSS6

X6X3

/8HS

S6X6

X3/8

HSS6

X6X3

/8HS

S6X6

X3/8

HSS6

X6X3

/8HS

S6X6

X3/8

HSS6

X6X3

/8HS

S6X6

X3/8

HSS6

X6X3

/8HS

S6X6

X3/8

HSS6

X6X3

/8HS

S6X6

X3/8

HSS6

X6X3

/8HS

S6X6

X3/8

1

SE504

1' - 0" 83' - 9"1' - 6" 20' - 2"

9' - 6

" 10' -

0"1'

- 0 3/

8"

HSS4X4X.25 HSS4X4X.25 HSS4X4X.25 HSS4X4X.25 HSS4X4X.25 HSS4X4X.25 HSS4X4X.25 HSS4X4X.25

HSS4X4X.25 HSS4X4X.25 HSS4X4X.25 HSS4X4X.25 HSS4X4X.25 HSS4X4X.25 HSS4X4X.25HSS4X4X.25

HSS4X4X.25 HSS4X4X.25 HSS4X4X.25 HSS4X4X.25 HSS4X4X.25 HSS4X4X.25 HSS4X4X.25HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

HSS4X4X.25

7' - 3"

1' - 6"

37' - 9 7/8"

1' - 6"8' - 11 7/8"

3

2

SE503 7

SE202

76' - 6 7/8" 7' - 0" 24' - 8"

4' - 3

1/2"

7' - 0

"

12' -

8"60

' - 7 1

/2"

12' - 7 7/8"

1' - 0

"9'

- 11 5

/8"

1' - 6

"9'

- 8 7/

8"2'

- 3"

0' - 6

"10

' - 8 7

/8"0'

- 7 1/

8"

11' - 4 1/2"

12" CMU5' - 1 5/8" 16' - 3 3/4" 1' - 7 1/2"

0' - 1

1/2"

1' - 7

1/2"

9' - 5

1/4"

1' - 7

1/4"

1' - 6

"

8' - 9

1/4"

1' - 0"58' - 3"

2' - 1 1/4"

10' -

0"

7' - 6 1/8"

HSS4X4X.25HSS4X4X.25HSS4X4X.25HSS4X4X.25HSS4X4X.25HSS4X4X.25HSS4X4X.25

8' - 5

1/4"

22' - 0" 17' - 4"

13' - 0"

14' - 8" 10' - 0" 22' - 0" 10' - 0"

3' - 8"

28' - 4"

4

SE202

SIM.TO

8

SE501

MC18X58SE505

57

SE202

SIM.TO

7

SE501

TYP.

8

SE501

8

SE501

9

SE503

SIM.TO

3

SE202

7

SE503

9

SE503

1

SE505

SIM.TO

7

SE503

TOP OFWALL

7

SE503

2

SE505

8

SE501

8

SE501

SIM.TO

SIM.TO

7

SE202

SIM.TO

1' - 6"1' - 6

"

12' - 0 7/8"

10' -

3 1/4"

12" C

MU

1' - 7 1/4"

12" CMU

1' - 0

"12

" CMU

7

SE202

W21X44

W24X62

W24X62

W24X62

1' - 0"

1' - 6"

5' - 1"

2' - 0"W24X62

W24X68

W24X62

11' -

8"2'

- 0"

9' - 8

"1'

- 6"

2' - 0"

0' - 8

3/8"







6. NOT USED









2

3

2SE202

1SE202

7SE501

2SE202

5SE501

4

5

8SE503

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE125

12/03

/08

12/03

/08

SECO

ND F

LOOR

FRA

MING

PLA

N AR

EA E

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"SECOND FLOOR FRAMING PLAN AREA E

N

4'

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

0 4' 8'

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18

J

H

G

F.7

F

E

D

C

B

A

AREA

A

AREA

B

AREA

A

AREA

D

AREA

B

AREA

C

AREA C

AREA E

AREA

D

AREA

E

28' - 0" 28' - 8" 29' - 4" 27' - 4"5' - 11"

21' - 5" 11' - 4" 16' - 0" 16' - 9" 10' - 7" 22' - 8" 4' - 8" 23' - 5"3' - 11"

16' - 3" 11' - 1"

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"35

' - 0"

30' -

0"30

' - 0"

30' -

0"

4

C.8

2' - 4"

14.8

3' - 5"

6' - 6

"

1.8

0.7 0.8 0.9

F.1

E.8

6' - 6"

E.6

10' - 0 1/4" 7' - 11"3' - 5"

8' - 0

"2'

- 8"

20' -

4"

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


1/16

" = 1'

-0"

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE130

12/03

/08

12/03

/08

COMP

OSIT

E TH

IRD

FLOO

R FR

AMIN

G PL

AN

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/16" = 1'-0"COMPOSITE THIRD FLOOR FRAMING PLAN

8'

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

0 8' 16'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2

J

H

G

F.7

F

E

AREA

A

AREA

D

28' - 0"

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"

W24X55

1.8


6' - 6"1' - 6"

11' -

5 5/8"

1' - 0

"

W16X36

W12

X16

W12

X16

W24X62

W12

X16

SE5045

6' - 0"

0.7 0.8 0.9

F.1

E.8

3

7' - 8

7/8"

13' -

11"

17' -

10 5/

8"

8' - 0

"

10' - 0 1/4" 7' - 11" 3' - 5"


FIELD VERIFY12' - 9" 36' - 0"


E.J.0' - 1"

6' - 0"

E.J.0' - 1"


FIEL

D VE

RIFY

10' -

7"FI

ELD

VERI

FY3'

- 4"

FIEL

D VE

RIFY

0' - 2

"

1' - 7

1/2"

FIEL

D VE

RIFY

0' - 1

0 3/8"

1" E

.J.

1' - 0"

0' - 6"

3

25' - 6 1/8"

E.6

2' - 8

"

2' - 7

3/4"

1' - 6"

1' - 6

"

W24X55

1' - 7

1/2"

W16X36 W21X44

W24

X62

1' - 7

1/2"

10' -

8"

9' - 8

" 0' - 3

1/2"

1' - 6"

21' - 6"

6' - 6" 1' - 6"

28' - 0"

1' - 6"


5' - 4

"5'

- 4"

6

SE506

6

SE506

6

SE506

8' - 0

"

FIELD VERIFY12'-3" +/-

FIEL

D VE

RIFY

6' - 1

1"FI

ELD

VERI

FY3'

- 8"

W12

X16

W12

X16

1' - 0" 2 EQUAL SPACES

1' - 0"

33

THIRD FLOOR FRAMING PLAN NOTES:


2. FINISHED THIRD FLOOR PLAN EL. = 132'-0"

3. THIRD FLOOR T.O.S. EL. = 131'-7" EXCEPTIONS NOTED THUS: (XXX'-XX")






3

1SE202

2SE202

8SE503

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE131

12/03

/08

12/03

/08

THIR

D FL

OOR

FRAM

ING

PLAN

ARE

A A

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"THIRD FLOOR FRAMING PLAN AREA A

N

4'

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

0 4' 8'

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2 3 5 6 7 8

D

C

B

A

AREA

B

AREA

C

AREA

A

AREA

B

28' - 0" 28' - 8" 29' - 4" 27' - 4" 5' - 11" 21' - 5"

30' -

0"30

' - 0"

31' -

6"

W30

X116

W18X40

W24

X76

W21X44

W21

X48

W30X116

W21

X48

W24X55

W18X40

W18

X35

W18

X35

W16

X31

W18

X35

W18

X40

W16

X31

W27

X84

W21X48W

18X3

5

W18X40

W27

X84

W24X55

W16

X26

W24X62

W18

X35

W18

X35

W18

X40

W21X44

W8X10

W18

X35

W18

X35

W21

X44

W21

X44

W18

X35

W30X90

W18

X35

W24X55

W18

X40

W24X62

W27X84

W30

X90

W21X48

W18

X35

W18

X35

W18

X40

W18

X35

W18

X35

W18

X40

W8X

10

6

SE202

9

SE202

1.8

2

SE503

19' - 0" 24' - 8" 7' - 0" 34' - 10"

29' - 4" 1' - 6"

1' - 7 1/4" 16' - 5 1/4" 5' - 0 3/8" 1' - 7 1/8"1' - 6"

10' -

11 3/

8"1'

- 6"

3' - 1

1 3/8"

1' - 6

"7' - 0

"

9' - 9

1/2"

1' - 5

3/8"9'

- 4"

1' - 8

"

3

3

1' - 6"

4

SE202

W18X40

W8X

10

W18

X40

W8X

10

VERIFY WITH MECH.8' - 2" 4' - 11"

0' - 5

"

VERI

FY W

ITH

M ECH

.3'

- 6"

8

SE501

7

SE501

TYP.

8

SE501

3

SE505

4

SE202

1

SE505

2

SE505

7

SE503

3

SE202

SIM.TO

7

SE202

6' - 6"

1

SE503

9' - 9 3/8"

0' - 6

"

3

SE202

TYP.4 SIDES

1' - 6

"

6

SE505

6

SE505

7

SE505

7

SE505

W8X10 W8X10 W8X10B.L.

W8X10

W8X10

W8X

10W

8X10

W8X

10W

8X10

1' - 6

"8'

- 0"

8' - 0

"8'

- 1"

4' - 5

"

W8X10

W8X10

7' - 6

"7'

- 6"

W8X10

7' - 6

"

7' - 6

"

7

SE503

B.L.

1' - 6"

9' - 1 3/8" 9' - 2 5/8" 8' - 11"

PROVIDE #4@24"c/c DOWELSFOR 8" CMU CURB -SEE ARCH.

W8X

10W

8X10

W8X

10W

8X10

11' - 10" 12' - 10"

12" CMU 12" CMU

1' - 0

"12

" CMU

1' - 6

"










3

1SE202

2SE202

8SE503

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE132

12/03

/08

12/03

/08

THIR

D FL

OOR

FRAM

ING

PLAN

ARE

A B

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"THIRD FLOOR FRAMING PLAN AREA B

4'

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

0 4' 8'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

8 9 10 11 12 13 14 15 16 17 18

D

C

B

A

AREA

B

AREA

C

AREA C

AREA E

11' - 4" 16' - 0" 16' - 9" 10' - 7" 22' - 8" 4' - 8" 23' - 5" 3' - 11" 16' - 3" 11' - 1"

30' -

0"30

' - 0"

30' -

0"

W18

X40

W30X90

W18

X40

W24X68

W18

X40

W24X68

W27X84

W18

X40

W18

X40

W18

X40

W30

X90

W18

X40

W18

X40

W18

X40

W18

X40

W24X68

W18

X40

W24X68

W14

X22

W24X68

W27X84

W18

X40

W18

X40

W18

X40

W18

X40

W18

X40

W18

X40

W18

X40

W30X90

W18

X40

W24X68

W18

X40

W24X68

W27X84

W18

X40

W18

X40

W18

X40

W18

X40

W18

X40

W18

X40

W30

X90

W24X55

W21

X44

W27X84

W21

X44

W30X90

W18

X40

W27X84

W14X22

W30X108

W14X22

W16

X26

C15X

33.9

W8X10

W21

X44

W21

X44

W16

X26

W14

X22

W10

X15

W10

X15

W27

X84

W27

X84

W24

X55

W14

X22

W30

X90

W16X31

W16

X31

W18X40

W16

X31

W21X44

W30

X90

W21X44

W30X108

W14X22

W16

X31

W16

X31

W16

X26

W14

X22

W16

X31

W16

X31

W16

X26

W14

X22

W33

X141

W30

X108

W30

X108

W30

X108

W8X

10

C.8

6' - 6

"

5' - 0

"

6

SE202

14.8

3' - 5"

8

SE202

REV.

1' - 6"

1' - 8"

2

SE503

3

4

SE202

9' - 8

7/8"

0' - 9

1/2"

0' - 8

1/2"

21' - 6" 34' - 8"

10' - 6" 11' - 0" 5' - 10"

8' - 8" 6' - 8" 4' - 8" 7' - 4"

9' - 1

0"0'

- 9"

0' - 0

1/2"

0' - 8

1/2"

89' - 6" 7' - 0" 24' - 8" 17' - 0"

1' - 6"

1' - 6

1/2"

10' -

10 3/

4"

7' - 0

"3'

- 11 1

/4"

8' - 2"1' - 0"

5' - 11 5/8" 4' - 10 3/8" 1' - 6"

1' - 7 1/4" 5' - 0 3/8" 6' - 2 3/8" 10' - 2 3/4" 1' - 7 1/4"

1' - 6" 5' - 10"

11

SE503

10

SE503

9

SE503 CL EMBED PL8' - 2"

1' - 0"

7' - 6"

3' - 0

"

0' - 9

"1'

- 3"

0' - 9

"

W18

X40

W18

X40

W16

X26

1

SE505

7

SE503

1

SE505

3

SE505

2

SE505

9

SE503

4

SE202

7

SE503

3

SE202

7

SE202SIM.TO

8

SE501

1

SE503

7

SE501

TYP.

3

7

SE505

7

SE505

6

SE505

B.L.

(3 EQUAL SPACES)27' - 4"

SIM.TO

B.L.

11' -

8"11

' - 8"

24' -

0 3/8"

1' - 0

"9'

- 4"

12" C

MU

1' - 5

1/8"

1' - 8

"

12" CMU 21' - 5 1/2" 12" CMU

6

SE505

SIM.TO

W24

X68

W21X48W24X62

2' - 8

3/8" 9'

- 8" 1'

- 0"

10' -

8"

2' - 0"

11' -

8"

14

SE505

14

SE505

14

SE505

6

SE501

1' - 6

"










3

1SE202

2SE202

8SE503

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE133

12/03

/08

12/03

/08

THIR

D FL

OOR

FRAM

ING

PLAN

ARE

A C

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"THIRD FLOOR FRAMING PLAN AREA C

N

4'

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

0 4' 8'

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2 3 5 6 7 8 9 10 11

J

H

G

F.7

F

E

AREA

A

AREA

D

AREA

D

AREA

E 21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"

W24

X55

W24X68

W21X44

W40

X149

W21X44

W21X44

W18X40

W18X35

W24X76

W8X10

W21

X44

W21X44

W16X26

W30

X116

W16X26

W21X48

W21X44

W18X40

W21X44

W30

X99

W21X48

W18X40

W24X68

W16

X31

W16X26

W16X26

W21

X44 W18X40

W8X

10

W18X40

W18X40

W27

X84

W24X76

W18X35

W18X35

W24

X62

W18X35

W18X35

W18X35

W18X35

W18

X35

W18

X35

W27X84

W24

X55

W21X48

W21X48

W27

X84

W24X62

W24X62

W24X62

W24X62

W30

X108

W24X62

W30X108

W8X

10

W21X44

W21X50

W24X94

W27

X84

W27X84

W21X44

W21X44

W27

X84

W24X62

W24X62

W14

X22

W8X

10

W21X44

W21X48

W24X94

W30

X108 W21X44

W8X

10

W24X68

W30

X90

4

1

SE203

28' - 0" 28' - 8" 29' - 4" 27' - 4" 5' - 11" 21' - 5" 11' - 4" 16' - 0" 16' - 9"

W8X10W8X10

(126'-8 3/4") (126'-8 1/4"

W24x94w/2-SIDE PL 5/8"x22 1/2"

3

SE202

2' - 4"

5' - 4" 1' - 6"

1.8

9

SE502

W12

X14

W12

X14

W12X14

2' - 0

5/8"

1' - 0

"6'

- 11"

1' - 0

"

4

SE202

3

1' - 6

"

1' - 6"

2

SE503

8' - 1

1"

2' - 11 7/8" 9' - 3 1/4"

28' - 8" 1' - 6"

6' - 6"

1' - 6"

11' -

5 5/8"

1' - 0

"

64' -

0"2'

- 0"

1' - 6

"1'

- 6"

1' - 5

"7'

- 7"

11' - 0 7/8"

7' - 4

"

8' - 1

1 1/4"

1' - 7 3/8" 62' - 8" 1' - 8 5/8"

49' - 1" 12' - 8" 7' - 0" 84' - 9"

16' -

0"7'

- 0" 1'

- 6"

9' - 9

"

0' - 6

"1'

- 0"

0' - 7

"

1' - 0" 9' - 4" 1' - 8"

1' - 8

"

7' - 9

"7'

- 9"

7' - 9

"7'

- 9"

8' - 5

1/4"

(126'-8 1/4") (126'-8 1/2")6' - 0"

0.7 0.8 0.9

F.1

E.8

AREA OF 3 3/4"DECK/FRAMINGDEPRESSION

(-3 3/4")(-3 3/4")

(-3 3/

4")

4

SE202

SIM.TO

7

SE503

2

SE5053

SE505

4

SE202

7

SE501TYP.

7

SE202 5

SE202

7

SE202

SIM.TO

W8X

10

4

SE202

SIM.TO

10' - 0"22' - 0"10' - 0"5' - 8"

22' - 0"13' - 0"6' - 5"

22' - 0"10' - 0"4' - 8"

14' - 0"10' - 0"10' - 0"18' - 2"

3

17' -

10 5/

8"

10' - 0 1/4" 7' - 11" 3' - 5"

36' - 0"


E.J.0' - 1"

6' - 0"

1' - 7

1/2"

FIEL

D VE

RIFY

0' - 1

0 3/8"

1" E

.J.

W24X68 W24X76

8

SE501

0' - 6

"

8

SE501

8

SE501

10

SE202

8

SE501

1' - 0"

0' - 6"

NON-LOAD BEARING12" CMU FROM THIRD FLOORTO BOTTOM OF STEEL LINTEL(ABOVE)

7

SE503

3

SE202

7

SE503

4

SE505

(-3 3/

4")

3 3/4"x15" SLAB DEPRESSION(VERIFY EXACT LOCATION WITHEQUIPMENT PROVIDER)

3

SE502

SIM.TO

8

SE501

SIM.TO

8

SE501

(126'-8 3/4")

3

4

SE505

1' - 2

1/8"

5' - 9

"

E.6

2' - 7

3/4"

0' - 6

"

1' - 6" 0' - 6"

5' - 0 7/8"

7' - 4

"7'

- 4"

1' - 6

"

W8X10

6' - 2

1/2"

6' - 3

5/8"

31' - 7 5/8" 31' - 0 3/8"9

SE502

9

SE502

PLACE 3 3/4" TOPPINGAROUND DEPRESSIONS

W24

1

SE506

1

SE506

1

SE506SIM. TO

2

SE506

3

SE506

4

SE506

5

SE506

TYP.1' - 0"

1' - 0

"

7'-5" VERIFY

1' - 0

"

4

SE506

SIM.TO

6' - 9"

W24X55

W8X10

1' - 7

1/2"

10' -

8"

9' - 8

" 0' - 3

1/2"

16' -

4 3/8"

5' - 0

3/4"

1' - 4

7/8"

18' - 9"1' - 6"

1' - 8"

1' - 0 1/4"

9

SE502

1' - 0

"12

" CMU

12" CMU

21' - 6"

0' - 9 1/2" 0' - 3 1/2"

13

SE503

6' - 6" 1' - 6"

28' - 0"

1' - 6"

7

SE202

7

SE202

SIM.TO

12" C

MU10

' - 1 3

/8"

3

SE202

1' - 0" 17' - 0" 1' - 0"

8' - 6"

4' - 6 7/8"

5' - 1" W24

X62

W21X44

W21X44

W8X10

2' - 8

3/8" 9'

- 8"

2' - 8

3/8"

12' - 3 1/8" 18' - 6"2' - 0"

1' - 6"

2' - 0"

0' - 6"

2' - 0

"0'

- 8 3/

8"

11' -

8"11

' - 8"

2' - 0

5/8"

9' - 1

1 7/8"

6' - 1

0"4'

- 10"

2' - 0

"

9' - 8

"

W12

X14

0' - 6" 1

SE505

0' - 6

"

W12X14

0' - 6

"

W24

X62

5' - 4

"5'

- 4"

8' - 0

"










3

1SE202

2SE202

8SE503

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE134

12/03

/08

12/03

/08

THIR

D FL

OOR

FRAM

ING

PLAN

ARE

A D

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"THIRD FLOOR FRAMING PLAN AREA D

4'

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

0 4' 8'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

8 9 10 11 12 13 14 15 16 17 18

J

H

G

F.7

F

E

AREA C

AREA E

AREA

D

AREA

E 21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"

W24X62

W24X62

W24X62

W27

X84

W27X84

W21X44

W21X44

W27

X84

W21X44

W21X44

W21X44

W21X44

W27

X84

W27X84

W21X48

W21X48

W27

X84

W21X44

W21X48

W21X48

W21X44

W30X90

W24X94

W21X48

W24

X55

W18X40

W18X35

W24

X76

W18X35

W18X35

W18X35

W14

X22

W18X35

W14

X22

W33X141

W24X55

W24X104

W18

X40

W18

X40

W8X10

W10

X15

W30

X90

W30

X90

W18X40

W14X22

W8X

10

W33X141

W18X35

W21

X44

W33

X141

11' - 4" 16' - 0" 16' - 9" 10' - 7" 22' - 8" 4' - 8" 23' - 5" 3' - 11" 16' - 3" 11' - 1"

1

SE203

W8X

10

(126'-8 3/4") (126'-8 1/2"

5

SE202

14.8

37' - 9 7/8"

1' - 6"8' - 11 7/8"

W14

X22

3

2

SE503

8' - 5

1/4"

10' -

4"10

' - 4"

10' -

4"

7' - 9

"7'

- 9"

7' - 9

"7'

- 9"

76' - 6 7/8" 7' - 0" 24' - 8"

12' -

8"60

' - 7 1

/2"20

' - 6 3

/8"1'

- 0"

9' - 1

1 5/8"

1' - 6" 5' - 10"

12' - 7 3/4" 7' - 6 1/8"

4' - 3

1/2"

7' - 0

" 1' - 6

"10

' - 4"

0' - 6

"10

' - 8 7

/8"0'

- 7 1/

8"

1' - 7 1/4" 5' - 1 5/8" 16' - 3 3/4" 1' - 7 1/2"

1' - 7

1/2"

9' - 5

1/4"

1' - 7

1/4"

20' - 0 7/8"

(-3 3/4")

6' - 8"

21' - 8"10' - 0"22' - 0"10' - 0"

3' - 8"

22' - 0"10' - 0"5' - 8"

22' - 0"

4

SE202

MC18X58

SE5055

7

SE503

4

SE505

7

SE202

9

SE503

SIM.TO

3

SE202

2

SE505

7

SE503

8

SE501

4

SE202 9

SE503

8

SE501

8

SE501

SIM.TO

SIM.TO

8

SE5017

SE501

TYP.

8

SE501

7

SE202SIM.TO

3

SE506

4

SE506

4

SE506

SIM.TO

3' - 5"

W10

X15

6

SE505SIM.TO

B.L.

1' - 6"

12' - 0 7/8"

1' - 6

"

0' - 6

"10

' - 1 1

/4"12

" CMU

1' - 0 1/4" 50' - 10" 9' - 6"

9

SE502

9

SE502

9

SE502

5

SE202

9' - 1

1 7/8"

11' -

8"11

' - 8"

7

SE202

7

SE202SIM.TO

SIM.TO

1' - 6

"9'

- 11 1

/2"9'

- 0 7/

8"

1' - 0

"9' - 1

1 5/8"

1' - 6"

W30

X90 1' - 6"

9

SE202

0' - 1

1/2"

1' - 0

"12

" CMU

12" CMU 12" CMU

10' - 2 7/8"

12" C

MU10

' - 1 3

/8"1' - 0"

5' - 1"

W24X62

W24X68

2' - 0"

1' - 6"

2' - 0"

0' - 8

3/8"

11' -

8"11

' - 8"

14

SE505










3

1SE202

2SE202

8SE503

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE135

12/03

/08

12/03

/08

THIR

D FL

OOR

FRAM

ING

PLAN

ARE

A E

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"THIRD FLOOR FRAMING PLAN AREA E

N

4'

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

0 4' 8'

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18

J

H

G

F.7

F

E

D

C

B

A

AREA

A

AREA

B

AREA

A

AREA

D

AREA

B

AREA

C

AREA C

AREA E

AREA

D

AREA

E

28' - 0" 28' - 8" 29' - 4" 27' - 4"5' - 11"

21' - 5" 11' - 4" 16' - 0" 16' - 9" 10' - 7" 22' - 8"4' - 8"

23' - 5"3' - 11"

16' - 3" 11' - 1"

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"35

' - 0"

30' -

0"30

' - 0"

30' -

0"

F.6

1' - 5

5/8"

4

2' - 4"

14.81.8

E.6

3' - 5"6' - 6"

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


1/16

" = 1'

-0"

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE170

12/03

/08

12/03

/08

COMP

OSIT

E PE

NTHO

USE/

LOW

ROO

FFR

AMIN

G PL

AN

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/16" = 1'-0"1COMPOSITE PENTHOUSE/LOWROOF FRAMING PLAN

8'

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

0 8' 16'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

2 3 5 6 7 8

D

C

B

A

W27

X84

W18X35

W21

X48

W18X40

W24X62

W16

X31

W16

X31

W24

X68

W18X40

W16

X31

W18X35

W21

X44

W21X44

W16

X26

W21X44

W16

X31

W16

X31

W16

X31

W18X35

W8X10

W16

X31

W16

X31

W18

X35

W18

X35

W24X68

W21X44

W16

X31

W21X44

W24X55

W24

X68

W18X40

W16

X31

W16

X31

W16

X31

W16

X31

W16

X31

W16

X31

AREA

A

AREA

B

AREA

B

AREA

C

28' - 8" 29' - 4" 27' - 4" 5' - 11" 21' - 5"

30' -

0"30

' - 0"

30' -

0"

9

SE202

3

3

33

4

SE202

1

SE505

2

SE503

8

SE501

4

SE202

7

SE503

2

SE505

8

SE501

8

SE501

8

SE501

7

SE501TYP.

1

SE503

7

SE505

TYP.PARAPET

24' - 8" 7' - 0" 34' - 10"

1' - 7 1/4" .21'-5 1/2" 1' - 7 1/8"

10' - 4" 1' - 6

"10

' - 11

3/8"

7' - 0

"3'

- 11 3

/8"

1' - 6

"58

' - 4"

12' -

7 3/8"

1' - 7

3/8"9'

- 4"

1' - 8

"

1' - 6"

1' - 6

"

9' - 1 3/8" 9' - 2 3/4" 8' - 11 7/8"1' - 6"29' - 4"

1' - 6"

19' - 0"

9

SE505

8

SE505

8

SE505SIM.TO

T.O.W.EL. = 154'-0"

1' - 6"

1' - 0

"12

" CMU12" CMU 12" CMU

W16

X31

W16

X31

SIM.TO

SIM.TO

PENTHOUSE/LOW ROOF FRAMING PLAN NOTES:


2. FINISHED PENTHOUSE FLOOR PLAN EL. = 148'-0"

3. PENTHOUSE/LOW ROOF T.O.S. EL. = 147'-7" EXCEPTIONS NOTED THUS: (XXX'-XX")

4. INDICATES 3" COMPOSITE METAL FLOOR DECK w/ 2" LIGHT WEIGHT CONCRETE FILL AND #3@12"c/c (LAP AS PER STRUCURAL GENERAL NOTES) 5" TOTAL DEPTH - SEE ALSO


6. INDICATES MOMENT CONNECTION - SEE REFERENCED DETAILS AND SHEET -----



3

1SE202

2SE202

8SE503

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE172

12/03

/08

12/03

/08

PENT

HOUS

E/LO

W R

OOF

FRAM

ING

PLAN

AREA

B

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"PENTHOUSE/LOW ROOF FRAMING PLAN AREA B

N

4'

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

0 4' 8'

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

8 9 10 11 12 13 14 15 16 17 18

D

C

B

A

W16

X31

W24X68

W16

X31

W21X44

W16

X31

W21X44

W24X55

W16

X31

W16

X31

W16

X31

W24

X68

W18X40

W16

X31

W16

X31

W16

X31

W16

X31

W21X48

W16

X31

W21X44

W12

X16

W21X44

W24X55

W16

X31

W16

X31

W16

X31

W21

X48

W21X48

W16

X31

W16

X31

W16

X31

W16

X31

W24X62

W16

X31

W21X44

W16

X31

W21X44

W24X55

W16

X31

W16

X31

W16

X31

W16

X31

W16

X31

W16

X31

W24

X62

W16X26

W16

X31

W16X31

W16

X31

W16X31

W16

X31

W16X36

W8X10 W16X36

W16

X31

W16

X31

W8X10

W27

X84

W21

X48

W21

X48

W21

X48

AREA

B

AREA

C

AREA C

AREA E

11' - 4" 16' - 0" 16' - 9" 10' - 7" 22' - 8" 4' - 8" 23' - 5" 3' - 11" 16' - 3" 11' - 1"

30' -

0"30

' - 0"

30' -

0"

2' - 0"

11' - 4" 16' - 0" 16' - 9"

14.8

W16

X26

CL EMBED PL

C15X

33.9

8' - 2"1' - 0"

1' - 8"7' - 6"

3' - 0

"0'

- 9"

0' - 9

"

1' - 6"

3

3

3

4

SE202

SIM.TO

8

SE501

4

SE202

7

SE501TYP.

8

SE501

1

SE503

2

SE503

W16

X36

6' - 5 3/8" 4' - 4 5/8"

3' - 5"

1

SE505

10

SE503

11

SE503

1

SE505

1' - 6

"

8' - 8" 6' - 11 3/8"

10' - 0" 10' - 0"

9

SE505

8

SE505

8

SE505

1' - 6

"

24' - 8"7' - 0"89' - 6"

17' - 8"

12' -

6"

1' - 6

"7'

- 0"

3' - 1

0"

1' - 7 1/4" 21' - 5 1/2" 1' - 7 1/4"

T.O.W.EL. = 154'-0"

2' - 8

3/8"

1' - 6"

SIM.TO

1' - 0

"9'

- 4"

12" C

MU

1' - 7

3/8"

1' - 6

5/8"

12" CMU21' - 5 1/2" 12" CMU

7

SE503

SIM.TO

SIM.TO

1' - 0

"9'

- 8"

2' - 0

"10

' - 8"










3

1SE202

2SE202

8SE503

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE173

12/03

/08

12/03

/08

PENT

HOUS

E/LO

W R

OOF

FRAM

ING

PLAN

AREA

C

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"PENTHOUSE/LOW ROOF FRAMING PLAN AREA C

4'

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

0 4' 8'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2 3 5 6 7 8 9 10 11

J

H

G

F.7

F

EW

18X3

5

W21X44

W16X31

W30

X99

W18X40

W18X40

W18X35

W24X62

W12

X19

W18

X35

W14X22

W12X16

W16

X26

W12X16

W12X19

W30

X108

W14X22

W21X48

W21X48

W21X44

W24X55

W24

X76

W24X55

W16X31

W21X44

W18

X40

W16X31

W16X31

W16

X26

W16X31

W16X31

W18X35

W24

X76

W21X48

W16X26

W16X26

W24

X76

W16X26

W16X26

W16X26

W16X26

W14

X22

W14

X22

W24X55

W18

X40

W18X35

W18X35

W27

X84

W24X62

W24X62

W24X62

W24X62

W27

X84

W24X62

W27X84

W8X

10

W18X40

W18X40

W24X104

W24

X55

W24X55

W18X35

W18X35

W27

X84

W24X62

W24X62

W14

X22

W8X

10

W18X35

W18X40

W24X104

W27

X84

W27X84

W8X

10

W18X35

W18X35

W24X104

W14

X22

W21

X48

AREA

A

AREA

B

AREA

A

AREA

D

AREA

D

AREA

E

F.61' - 5

5/8"

4

1

SE203

2' - 0"

W10X12

28' - 0" 28' - 8"2' - 4"

27' - 0" 27' - 4" 5' - 11" 21' - 5" 11' - 4" 16' - 0" 16' - 9"

(144'-0") (142'-8 1/2")

10

SE202

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

1.8

W24X55

W12

X19

W8X10W8X10

6SE504

7SE504

HSS6x6x3/8 X-BRACINGUP TO HIGH ROOF

33

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

(142'-8 1/4")

4

SE202

4

SE202

4

SE202

4

SE202

W8X

10

W24X76 W24X68

W12

X19

W12

X19

VERIFY W/ ELEVATOR PROVIDER4' - 8" 4' - 8"

7

SE503

SIM.TO

SIM.TO

SIM.TO

8

SE501

5

SE203

5

SE202

7

SE501TYP.

8

SE501

SIM.TO

7

SE503

8

SE501

0' - 7

"

6' - 6"

8

SE501

8

SE501

(142'-8 1/2")

2

SE503

2

SE5053

SE505

4

SE505

4

SE505

5' - 4 3/4" 6' - 2 1/8"

20' -

8"10

' - 4"

6' - 6"

7' - 4

"

1' - 6

"

5' - 1

0 3/8"

1' - 6

"

7' - 0

"5'

- 6 3/

8"9'

- 6"

8' - 1

1 5/8"

10' -

4"10

' - 4"

10' -

4"

8

SE501

W12

X19 W12

X19

W8X10

W8X10

W12X16W8X10

3

SE202

T.O.W.EL. = 154'-0"

T.O.W.EL. = 154'-0"

19' - 0"

2' - 0

5/8"

9' - 1

1 7/8"

12" C

MU

11' - 0 7/8"

7' - 7

"

1' - 6" 0' - 6"

1' - 5

"

5' - 0 7/8"

1' - 1 1/4"

7' - 4

"

0' - 1

5/8"

8' - 5

1/4"

0' - 6

"

8' - 1

1 1/4"

9' - 9

1/8"

1' - 8

"

10' -

1 1/4"

12" C

MU

8' - 1

1 1/4"

9' - 9

1/8"

1' - 8

"

1' - 0 5/8" 97' - 8 3/8"

10

SE505

10

SE505

SIM.TO

11

SE505

11

SE505

11

SE505

SIM.TO

40' - 6"

23' -

6 3/8"

12' - 8" 7' - 0" 84' - 9"

9' - 9

"1'

- 6"

7' - 0

"16

' - 0"

2' - 0

"

1' - 0"9' - 4" 1' - 8"

49' - 1"

18' - 9"

1' - 8"

1' - 8

"16

' - 4 3

/8"5'

- 0 3/

4"

(TO

B M C

L)1'

- 4 7/

8"

1' - 6

"

1' - 6"

6' - 8 5/8"

1' - 0

"0'

- 6"

3' - 6

"

(TO

B .L.)

1' - 8

"

5' - 8"VERIFY4' - 0"

5' - 4

"VE

RIFY

11' -

0"4'

- 4"

7

SE202

SIM.TO

7

SE202

SIM.TO

7

SE202

7

SE202

SIM.TO

7

SE202 7

SE202

SIM.TO

0' - 9 1/2"

1' - 5

5/8"

0' - 0

3/8"

1' - 4

5/8"

0' - 0

3/8"

.6'-6"FACE OF CURB

FACE OF CURB

W8X

10

W8X

10

W8X10 W8X10 W8X10

9' - 6" 9' - 8" 9' - 6" 2' - 4" 1' - 6"

W8X

10

W8X10

W8X

10W

8X10

FACE OF CURB

W8X

10W

8X10 W

8X10

W8X10

B.L.

B.L.

1' - 8"

1' - 3"

8' - 9

"

.24'-9

"

12

SE505

12

SE505SIM.TO

12

SE505

SHEAR TAB CONN.(EACH END OF W8)AS PER

3

SE202

64' -

0"22

' - 0"

30' -

0"

17' -

6 3/8"

1' - 0

"11

' - 5 3

/4"

9' - 1

1 1/2"

9' - 1

"12

" CMU

1' - 6

"

1' - 6

"1'

- 6"

1' - 6

"10

' - 4"

10' -

4"

21' - 6" .6'-6" 28' - 8"

1' - 6"

1' - 6"

1' - 6"

1' - 6"

8' - 1

1"2'

- 8 3/

8"

1' - 3"

12" CMU

12" C

MU

20' - 0" 3' - 4"

SIM.TO

SIM.TO

SIM.TO

SIM.TO

SIM.TO

3' - 10" 3' - 10"1

SE505

1' - 0

"9'

- 8"

2' - 0

"4'

- 10"

6' - 1

0"9'

- 11 7

/8"

.12'-3" 1' - 6"

14

SE505

(142'-8 1/2")










3

1SE202

2SE202

8SE503

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE174

12/03

/08

12/03

/08

PENT

HOUS

E/LO

W R

OOF

FRAM

ING

PLAN

AREA

D

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"PENTHOUSE/LOW ROOF FRAMING PLAN AREA D

N

4'

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

0 4' 8'

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

8 9 10 11 12 13 14 15 16 17 18

H

G

F.7

F

E

W24X62

W24X62

W24X62

W24X62

W24

X55

W24X55

W18X35

W18X35

W27

X84

W18X35

W18X35

W18X35

W18X35

W24

X55

W24X55

W18X35

W18X35

W24

X55

W18X35

W18X35

W18X35

W18X35

W21X48

W21X48

W24X104

W16X36

W18

X35

W16X26

W16X26

W24

X55

W16X26

W16X26

W16X26

W27

X84

W16X26

W16X26

W8X

10

W16X26

W16X26

W24X104

W16

X36

W16

X36

W8X10

W24

X68

W16

X26

W16X26

W12X19

W16

X31

AREA C

AREA E

AREA

D

AREA

E

11' - 4" 16' - 0" 16' - 9" 10' - 7" 22' - 8" 4' - 8" 27' - 4" 16' - 3"

31' -

0"9'

- 0"

22' -

0"30

' - 0"

F.61' - 5

5/8"

1

SE203

11' - 1"3' - 11"

9

SE202

31' -

0"9'

- 0"

22' -

0"

1' - 5

5/8"

14.8

3

3

3

4

SE202

0' - 7

1/8"

(142'-8 1/2")

W16

X26

8

SE501

8

SE501

8

SE501

8

SE501

4

SE505

2

SE505

8

SE501

7

SE501

TYP.10

' - 1 1

/4"12

" CMU

8' - 1

1 1/4"

9' - 9

1/8"

1' - 8

"

8' - 5

1/4" 0'

- 6"

32' - 2 3/8" 1' - 0 5/8"

10

SE505

SIM.TO

T.O.W.EL. = 154'-0"

7

SE202

SIM.TO

T.O.W.EL. = 154'-0"

T.O.W.EL. = 154'-0"

7

SE202

5

SE202

7

SE202

SIM.TO 4

SE202

7

SE503

2

SE503

8

SE505

8

SE505

SIM.TO

9' - 1

1 5/8"

1' - 0

"20

' - 6 1

/4"60

' - 7 5

/8"12

' - 8"

4' - 3

5/8"

7' - 0

"0' - 6

"10

' - 8 7

/8"

10' -

4"1'

- 6"

76' - 6 7/8"

1' - 6"12' - 7 3/4" 7' - 6 1/8" 20' - 0 7/8"

1' - 6" 43' - 7 7/8"

23' - 7"

1' - 6"

1' - 6

"

1' - 6"

1' - 6

"

W24

X68

16' - 0 1/4"12' - 0 7/8"

10' - 2 7/8"

21' - 5 1/4" 1' - 7 1/2"

1' - 7

3/8"

9' - 5

1/4" 1'

- 7 3/

8"0'

- 1 5/

8"

12" CMU12" CMU

12" C

MU1'

- 0"

7' - 0" 24' - 8"

7

SE503

SIM.TO










3

1SE202

2SE202

8SE503

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE175

12/03

/08

12/03

/08

PENT

HOUS

E/LO

W R

OOF

FRAM

ING

PLAN

AREA

E

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"PENTHOUSE/LOW ROOF FRAMING PLAN AREA E 4'

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

0 4' 8'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18

J

H

G

F.7

F

E

D

C

B

A

AREA

A

AREA

B

AREA

A

AREA

D

AREA

B

AREA

C

AREA C

AREA E

AREA

D

AREA

E

28' - 0" 28' - 8" 29' - 4" 27' - 4"5' - 11"

21' - 5" 11' - 4" 16' - 0" 16' - 9" 10' - 7" 22' - 8"4' - 8"

23' - 5"3' - 11"

16' - 3" 11' - 1"

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"35

' - 0"

30' -

0"30

' - 0"

30' -

0"

F.6

4

1' - 5

5/8"

2' - 4"

C.8

14.81.8

6' - 6"

E.6

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


1/16

" = 1'

-0"

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE180

12/03

/08

12/03

/08

COMP

OSIT

E HI

GH R

OOF

FRAM

ING

PLAN

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/16" = 1'-0"COMPOSITE HIGH ROOF FRAMING PLAN

N

8'

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

0 8' 16'

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1 2 5 6 7 8 9 10 11

J

H

G

F.7

F

E

W18

X40

W18X35

W18X40

W18X40

W24X55W24X55

W18

X40

21' -

0"31

' - 0"

9' - 0

"22

' - 0"

30' -

0"

F.6

1' - 5

5/8"

4

AREA

A

AREA

D

AREA

D

AREA

E

28' - 0" 31' - 0" 27' - 0" 27' - 4" 5' - 11" 21' - 5" 11' - 4" 16' - 0" 16' - 9"

1.8

6' - 6"

4

SE504

3

6SE504

7SE504

HSS6x6x-- X-BRACINGDOWN TO PENTHOUSE

3

40' - 9"

23' -

9 3/8"

1' - 7

1/2"

1' - 7

1/2"

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

3' - 4

3/8"

8' - 7

"8'

- 7"

7

SE501

TYP.

12' - 8"

24' -

8 1/4"

1' - 8" 9' - 4" 1' - 8"

1' - 8

"21

' - 5 1

/8"1'

- 7 1/

8"

1' - 3"

3' - 6

"0'

- 2 1/

4"

T.O.W.EL. = 160'-0"

1' - 0" 12" CMU

12" C

MU1'

- 0"

8

SE505

SIM.TO

8

SE505

SIM.TO

9

SE505

SIM.TO

9

SE505SIM.TO

13

SE505

13

SE505 TOP OF PARAPETEL. = 166'-0"(4 SIDES)

HIGH ROOF FRAMING PLAN NOTES:


2. HIGH ROOF T.O.S. EL. = 163'-7" EXCEPTIONS NOTED THUS: (XXX'-XX")


4. FOR STEELCOLUMN SIZE - SEE SCHEDULE ON SHEET SE301



3

1SE202

2SE202

8SE503

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE184

12/03

/08

12/03

/08

HIGH

ROO

F FR

AMIN

G PL

AN A

REA

D

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"HIGH ROOF FRAMING PLAN AREA D 4'

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

0 4' 8'

N

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

SEE NOTE BELOW

1'-0"4" 2" MIN. CLR.

11 _ 2" CLR

.

3"

2"

#4@12" c/cEACH WAY

STRUCTURAL SLAB -REINF. NOT SHOWN

3/4" CHAMFERALL SIDES

1/2" � BOLTS IN 1/2" � DROP-IN EXPANSION

ANCHORS (4 PLACES)

MIN.4"

OR

AS N

OTED

CONFORM TO MFR'S. REQUIREMENTS

OF PADS WITH MECH. AND ELEC. CONTRACTORS.COORDINATE SIZE AND LOCATION

PAD CONFIGURATION, AND SIZE AND LOCATIONOF ANCHORS AND SLEEVES SHALL

NOTE:

3" C

LR.

3"

6"1'-

0"(*)2'-

6"

3"

5'-0" SQ.

6" 6"MIN

1 1/2" MIN. GROUT

EL. = 100'-0"CONCRETE SLAB

TOP OF DRILLED PIER CAPEL.= 99'-0" (U.N.O.)

SHEET SE301

SEE STEEL COLUMNBASE PL SIZE -

SCHEDULE ON

FOR COL. AND

MILL COLUMN ENDSFOR BEARING

w/ NUT WELDED TO ENDTHREADED ANCHOR RODS

1 1/4" DIA. ASTM F1554,GRADE 36

FOR NUMBER REQUIRED, EMBED LENGTH AND PLACEMENTSEE BASE PLATE DETAILS

DRILLED PIER -SEE FOUNDATION PLAN

ON SHEET SE301

(*) FOR PIERS WITH LOAD(420K/-130K) AND (700K/-475K)SHOWN ON PLANS, EXTEND VERTICALBARS 1'-9" INTO PIER CAPAND END BARS WITH 90°STD HOOK

5 - #7 TOP"U" BARS

AND 1SE401

2SE401

5 - #7 BOTTOMw/STD. 180° HOOK EACH END

6" VOID FORM -SEE 6

SE201

#4 DOWELSW/ 90° HOOKEA END@ 12" c/cAT PERIMETEROF CAP

PVC PIPE (SEE M/E/P)ADD #4 BARS AT 45° EA SIDEOF PIPE TOP AND BOT IN SLABADD 2-#4 U-BARS BELOW SLAB

2'-0"

1'-6" 6"

1'-0"

7'-2"10"

WAL

L OPE

NING

1'-0"

CURB

x 10'-

0" W

IDE

12'-0

" HIG

H

1'-0"

EL. = 100'-0"

SLAB REINF. -SEE PLAN

FOR ADDITIONAL INFORMATIONSEE 8

SE201

WALL BEYOND

#4@10"c/c VERT. I.F.

#7@6"c/c HORIZ. I.F.#5@10"c/c VERT. O.F.

#7@6"c/c HORIZ. O.F.

6" MIN. CONC. TOPPINGSLOPE TO DRAIN

6x6-W1.4xW1.4 W.W.F.#5@10"c/c EA WAY TOP AND BOT

#5x2'-9" DBA (1 THREADED END)AND THREDED DBA SPLISER @ 10" c/c4 SIDES

FOR RETAINING WALL

DRAINAGE DETAIL -SEE 3

SE401

BACKFILL AND

3-#7 EA FACE @ BOTDOWEL INTO DRILLEDPIER CAP

#4 U-BARS @ 10" c/c

4'-0"

4" 4"

11" 1"

1'-0"

SEE PLAN

4"

SIDEWALK JT.W.W.F. TO FIRST #4@12"c/c

UNLESS NOTED OTHERWISE

EACH WAY

#4@12"c/cMATCHINGDOWELS(ALL SIDES)

#4@12"c/cHORIZ.

#4@12"c/c STIR.

FIN. FLOOREL. = 100'-0"

1-#8 T&B

CMU WALLAND DRILLED PIER CAPOR CONC. GRADE BEAM -SEE PLAN

6" VOID FORM -SEE 6

SE201

6" VOID FORM

SUBSOIL DRAINPIPING SEE 11

SE401

BACKFILL AND

SEE PLAN

4'-0"

1'-0"

1'-0" 1'-6" SQ. 1'-0"

2" CLR. 1" CLR.

1" C

LR. 1" CLR. 2" CLR.

1'-0"

3'-6"

* SUMP PIT

GALV. STEEL GRATING -

W8x10 DIVIDER BEAM

3-#4 BENT EACH WAY

w/3/8"� x 2 1/2" EMBEDL2x2x1/4 x CONT. (GALV.)

SSTL. EXPN. ANCH. @ 8" c/c MAX.

CONT. WATERSTOPSAT ALL JOINTS

SLEEVE FOR HYDRAULICELEV. PISTON (WHEN IT OCCURS)

SEE STRUCTURAL GENERAL NOTES

#4@12"c/c BENT

(1'-6" SQ. x 1'-0" DEEP)

#3@12"c/c TEMP.

SLAB EL. =100'-0"

#4@12"c/c HORIZ. E.F.

#4@12"c/c BENT VERT. E.F.

(4 SIDES)

EL. = 100'-0"

(AT MULTIPLE ELEVATORS)EMBED PL -SEE 9

SE501

SHEAR TAB CONN. -SEE

DRILLED PIER CAPw/6 -3'-0" DIAMETER DRILLED PIERS -SEE PLAN

#10@12"c/cTOP EACH WAY"U" BARS

#10@12"c/cBOT. EACH WAYw/STD. 180° HOOK EACH END

x4'-0" HORIZ. LEG

1SE202

#8@12"c/c VERT. E.F.(AT 3 WALLS)

#4@12"c/c HORIZ. E.F.#6@12"c/c VERT. E.F.(AT SOUTH WALL)


RETAINING WALLOCCURS AT LINE "1.8" -SEE 8

SE201

DRILLED PIERS -SEE FOUNDATION PLANAND 1

SE4012

SE401

* COORDINATE SUMP PIT LOCATION WITH PLUMBING DRAWINGS

BITUMINOUS DAMPROOFING(TYP)

1'-6" 1'-0"

8"2'-

10"

8"

1'-0"

3"

EL. = 100'-0"

DRILLED PIERAND CAP BEYOND


6" VOID FORM

"VOID FORM SOIL RETAINER"

TO PREVENT SOIL FROM MIGRATING BELOW THE GRADE BEAMS

**5-#8 TOP CONT

#4@9"c/c STIR.**4-#8 BOT. CONT.

**LAP REINF. AS PER STRUCTURAL GENERAL NOTES

SUBSOIL DRAINPIPING SEE

(EACH SIDE OF GRADE BEAM)

SLAB

11SE401

BACKFILL AND

NO BRICK LEDGEAT SIM. TO

PERIMETER INSULATION

BITUMINOUS DAMPROOFING(TYP)

1'-6" 1'-0"

8"2'-

10"

2'-6"

5'-0" SQ.

1'-0"

8" 10"

1'-6"

6"MIN

2SE201

EL. = 100'-0"


DRILLED PIER -SEE FOUNDATION PLANAND 1

SE4012

SE401

DRILLED PIER CAP -SEE 2

SE201

GRADE BEAMBEYOND -SEE 6

SE201

SCHEDULEDCOLUMN

#4@12"c/c DWLS.ALL SIDES

3-#3 TIES

6" VOIDSEE 6

SE201


SE401

BACKFILL AND


BITUMINOUSDAMPROOFING(TYP)

2'-0"

1'-0"

3'-0"

1'-6" 6"

NO P

ENET

RATI

ONS

ARE

ALL

OWED

FOR RETAINING WALL


SE401

DRILLED PIER AND CAP BEYOND

EL. = 100'-0"


6" VOIDSEE 6

SE201

3-#9 CONTTOP AND BOT

#5x2'-9" DBA @ EA SLAB BARTOP AND BOT

8-#10 CONTEA FACE

#4 @ 6" c/c

THREADED DBASPLICER

#8 @ 9" c/c VERT

#6 @ 9" c/c VERT#5 @ 12 c/c HOR EA FACE

BACKFILL AND

3"3" CL

R.

3"CLR.

2'-0" 1'-0"

1'-0"

3'-6"

6'-0" SQ.

6"3"

10SE201

DRILLED PIER -SEE FOUNDATION PLANAND

EL. = 100'-0"


MATCHING DOWELSw/STD. 90° HOOK

10-#9 VERT

#4 @ 12" c/c(4 PER SET)

6-#10 TOP"U" BARS

6-#10 BOTTOMw/STD. 180° EACH END

4-#10 TOP"U" BARS


6" VOIDSEE

1SE401

2SE401

6SE201

8SE201

FOR RETAINING WALL


SE401

BACKFILL AND

REINF. FROM BEYOND/BEHINDSEE

2'-0" 1'-0"

1'-6" 6"

1'-0"

1'-0"

RETAINING WALL REINF. -SEE

10-#9 VERT.

#4@12"c/c TIES(4 PER SET)W/ 3@3" c/c TOP

8SE201

8SE201

REINF. FROM BEYOND/BEHINDSEE

3"3" CL

R.

3"CLR.

2'-0"

1'-0"

3'-6"

6'-0"

6"3"

1'-6" 6"

6"MIN

DRILLED PIER -SEE FOUNDATION PLANAND

EL. = 100'-0"


6-#10 TOP"U" BARS


4-#10 TOP"U" BARS


6" VOIDSEE

1SE401

2SE401

6SE201

FOR RETAINING WALL


SE401

BACKFILL AND

HOOK VERT BARS ATTOP OF CAP


P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE201

12/03

/08

12/03

/08

TYPI

CAL F

OUND

ATIO

N DE

TAILS

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: NONE1HOUSEKEEPING EQUIPMENT PADDETAIL

SCALE: NONE2TYPICAL DRILLED PIERCAP/STEEL COLUMN BASE

SCALE: 1/2" = 1'-0"3FOUNDATION SECTION ATAREAWAY

SCALE: NONE4 TYP. STRUCTURAL STOOP DETAILSCALE: NONE5 ELEVATOR PIT SECTION

SCALE: 1/2" = 1'-0"6 TYP. EXTERIOR GRADE BEAMSCALE: 1/2" = 1'-0"7TYP. EXTERIOR COLUMN BASE ATGRADE BEAM

SCALE: 1/2" = 1'-0"8TYP. RETAINING WALLFOUNDATION

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

TYP. EXTERIOR COLUMN PIERFOUNDATION (AT RETAININGWALL)

SCALE: 1" = 1'-0"10PLAN DETAIL AT CONCRETEPILASTER

SCALE: 1/2" = 1'-0"11RETAINING WALL AT DRILLEDPIER

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

11 _ 2"

LENG

TH

2"

SEE

NOTE

221_2" "Z"

BOLT SIZEAND TYPE

SHEAR TAB CONNECTION SCHEDULE

"n"OF BOLTSNUMBER

SIZEBEAM

PLATELENGTH

"L" "T"THICKPLATE

ANGLE OF WELD SIZE "W"

90° TO 60° * 1/4" FILLET59.9° TO 30° FULL PEN

WELD SCHEDULE

FRAMING "Z" BEAM SIZE W 8 TO W 27 BEAM SIZE W 33 TO W 36* 7/16" FILLET

FULL PEN

BEAM SIZE W 30* 5/16" FILLET

FULL PENLESS THAN 30°

W8W10W12W14W16W18W21W24W27W30W33W36

6" 5/16" 2 3/4"� A325-N5/16"6" 3/4"� A325-N25/16"9" 3/4"� A325-N35/16"9" 3/4"� A325-N35/16"12" 3/4"� A325-N45/16"12" 3/4"� A325-N45/16"15" 3/4"� A325-N55/16"18" 3/4"� A325-N65/16"21" 3/4"� A325-N73/8"24" 3/4"� A325-N87/16"27" 3/4"� A325-N97/16"27" 3/4"� A325-N9

* BOTH SIDES

"W"SEE

NOTE 3

SEENOTE 3

PL "T" x 4" x "L"

(n-1

) AT

3" c/

c TYP

.

W-S

HAPE

W-SHAPE

PLAN

BOLTS - SEE SCHEDULE

NOTES:1. DETAIL APPLIES TO ALL SIMPLY SUPPORTED BEAMS (BEAM TO BEAM

UNLESS SPECIFIC DETAILS FOR ANALTERNATE CONNECTION ARE PROVIDED

WELDED SECTION, IN. OF FILLET OF ROLLED SHAPE OR EQUIVALENT DISTANCE ON "k" = DISTANCE FROM OUTER FACE OF FLANGE TO WEB TOE

2. "k" + 1 1/2" OR 3" MIN. -

ANGLE OF FRAMING - SEE SCHEDULE3. WELD SIZE AND TYPE VARIES WITH

4. SCHEDULES ARE BASED ON ASD DESIGN METHODS.

OR BEAM TO COLUMN FLANGE)

CONDITION ATCOLUMN FLANGE

31_2"

1 _ 2"

3" S

PA. T

YP.

LENG

TH11 _ 4"

1/2"

WELD

1/41/4

AND TYPEBOLT SIZE

DOUBLE ANGLE CONNECTION SCHEDULE

W 8

SIZE ROWS

BEAMNUMBEROF BOLT

SIZESIZELENGTH

1/4

1/41/41/4

1/41/4

1/41/41/4

1/4

ANGLE ANGLE

2 3/4" DIA. A325-N 5 1/2" L 4 x 3 1/2x 5/16W 10 2 3/4" DIA. A325-N 5 1/2" L 4 x 3 1/2x 5/16W 12 3 3/4" DIA. A325-N 8 1/2" L 4 x 3 1/2x 5/16W 14 3 3/4" DIA. A325-N 8 1/2" L 4 x 3 1/2x 5/16W 16 4 3/4" DIA. A325-N 11 1/2" L 4 x 3 1/2x 5/16W 18 4 3/4" DIA. A325-N 11 1/2" L 4 x 3 1/2x 5/16W 21 5 3/4" DIA. A325-N 14 1/2" L 4 x 3 1/2x 5/16W 24 6 3/4" DIA. A325-N 17 1/2" L 4 x 3 1/2x 5/16W 27 7 3/4" DIA. A325-N 20 1/2" L 4 x 3 1/2x 5/16W 30 8 3/4" DIA. A325-N 23 1/2" L 4 x 3 1/2x 5/16W 33 9 3/4" DIA. A325-N 26 1/2" L 4 x 3 1/2x 5/16W 36 10 3/4" DIA. A325-N 29 1/2" L 4 x 3 1/2x 5/16

BOTH ANGLES3 SIDESSEE SCHEDULE

SEE SCHEDULE(LONG LEGS OUTSTANDING)DOUBLE ANGLE

3/4"� A325-N BOLTS

SEE

NOTE

2. FOR SKEWED CONNECTION, USE DOUBLE BENT PL 3/8"

OF FILLET OF ROLLED SHAPE OR EQUIVALENT DISTANCE ON "k" = DISTANCE FROM OUTER FACE OF FLANGE TO WEB TOE

UNLESS NOTED OTHERWISE ON DETAILS

WELDED SECTION, IN.

1. "k" + 1 1/4" MIN. -NOTES:

3. DETAIL APPLYS TO ALL SIMPLY SUPPORTED BEAMS INTO COLUMN WEBS (BEAM TO COLUMN WEBS) UNLESS SPECIFIC DETAILS FOR AN ALTERNATE CONNECTION ARE PROVIDED

COLUMNWEB

SEE PLAN

8SE503

1SE203

3-#5 CONT

#5x2'-9" DBA @ 12" c/c

#3 @ 12" c/c EA WAY

METAL DECK

(1 THREADED END)THREADED DBASPLICER

SEE ALSO

L4x4x1/4xCONT.W/ 1/2" DIA ADHESIVE ANCH.(EMBED = 4")@ 24" c/c

#4@12"c/c HORIZ. E.F.(#6@12"c/c ATSHEAR WALL BETWEENGRIDS "E" AND "E.6"SEE )

#6@12"c/c VERT. E.F.(#8@12"c/c VERT. E.F.AT SIM. TO)

CONDITION ATTOP OF WALL

SEE PLAN

8SE503

3-#5 CONT

#3x2'-3" DBA @ 12" c/c

#3 @ 12" c/c EA WAY

METAL DECKL5x5x3/8xCONTW/ 5/8" DIA. ADHESIVE ANCH.(EMBED = 4")@ 24" c/c IN GOUTEDCELLS

BOND BEAM W/ 4-#5@ FLOOR AND ROOFELEVATION

SEE ALSO

#5 VERTICAL (1 EACH FACE)AT SHEAR WALL BETWENGRIDS "E" AND "E.6"

#5@24"c/c VERT. (EACH FACE)AT STAIR TOWER WALLS

FOR SPACING SEE 1SE203

W BEAMW BEAM

W COL.

T.O.S. EL.-SEE PLAN

WHEN MOMENTCONN. OCCURS -SEE

SHEAR TAB CONN. -AS PER

W BEAM

(MATCH COL. DIMENSIONS)TOP PL 1/4"

1SE203

1SE501

1/4

5SE202

1SE202

BEARING PL 1/2"x6"x1'-0" (TYP UNO)W/ 2-3/4"DIAx4" LONG HEADED STUDSBEARING PL 3/4"x8"x1'-6" (FOR W30, W33)

SEE PLAN

8" HIGH BOND BEAMGROUT AS SHOWN ORCUT 16" HIGH LINTEL BLOCK(CONTRACTOR'S OPTION)

2-#5 CONT.

VERT. WALL REINFORCINGAS PER STRUCTURALGENERAL NOTES

CMU BEARINGWALL

T.O.S.EL. - SEE PLAN

W BEAM

SPACED VERTICALLY @ 16"c/cHORIZONTAL JOINT REINFORCING

GROUT POCKET FULL

ADDED 2- #5 VERTS. IN EACH OF THREECELLS UNDER BEAM BEARINGw/MATCHING DBAFOR CMU W/REBARS @ 24" c/c

SHEAR TAB CONN.AS PER

W/ 3-3/4"DIAx6" LONG HEADED STUDS

NO CMU WALLAT SIM. TO

W BEAM(NO BEAMAT SIM. TO)

1" CLR

2" M

IN.

C.8 1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

%%uDETAIL NOTES:

12.

ORNOTE8, 10

NOTE1

NOTE4

NOTE3

ATBACKING

BAR

CJPTYP

NOTE 7

NOTE 6

NOTE 2

NOTE 5

SIM.

2SE501

4SE501

3SE501

TOSIM.TO

CJP GROOVE WELD (BEAM WEB TO COLUMN FLANGE) FULL LENGTH OF WEBBETWEEN WELD ACCESS HOLES. PROVIDE NON-FUSIBLE WELD TABS. REMOVEWELD TABS AFTER WELDING AND GRIND END OF WELD SMOOTH AT WELD ACCESSHOLE. WELD: QC/QA CATEGORY BH/T.

SHEAR TAB (Fy=50 KSI) THICKNESS EQUAL TO THAT OF BEAM WEB. SHEAR TABLENGTH SHALL BE SO AS TO ALLOW 1/8" OVERLAP WITH THE WELD ACCESSHOLE AT TOP AND BOTTOM, AND THE WIDTH SHALL EXTEND 2" MINIMUM BACKALONG THE BEAM BEYOND THE END OF THE WELD ACCESS HOLE.

FULL-DEPTH PARTIAL PENETRATION WELD (SHEAR TAB TO COLUMN FLANGE) FROMFAR SIDE FROM BEAM WEB. REINFORCE WITH FILLET WELD EQUAL TO Tpl.WELD: QC/QA CATEGORY BM/T.

FILLET WELD SHEAR TAB TO BEAM WEB. WELD SIZE SHALL BE EQUAL TO THETHICKNESS OF THE SHEAR TAB MINUS 1/16". WELD SHALL EXTEND OVER THETOP AND BOTTOM ONE-THIRD OF THE SHEAR TAB HEIGHT AND ACROSS THE TOPAND BOTTOM. WELD: QC/QA CATEGORY BL/L.

2-3/4" DIA. A325-N ERECTION BOLTS.

4 CONTINUITY PLATES (Fy=50 KSI). THICKNESS EQUAL TO BEAM FLANGE PLUS1/4". EXTEND PLATE FLUSH WITH COLUMN FLANGES.

2 DOUBLER PL 3/8" 1 EACH SIDE, Fy=50 KSI.

REQUIRED TOTAL WELD STRENGTH = 0.6*(tpl)*(Lnet)*(Fy,pl) - LRFD. QC/QACATEGORY BL/L.

REMOVE BACKING BARS AT CONTINUITY PLATES BEFORE INSTALLING DOUBLERPLATES.

AT ROOF LEVEL, TOP OF COLUMN AND TOP OF CONTINUITY PLATE SHALL BE ATTOP OF STEEL ELEVATION. USE PARTIAL PENETRATION WELD AT COLUMN WEB.

SEE "FEMA-353. RECOMMENDED SPECIFICATIONS AND QUALITY ASSURANCEGUIDELINES FOR STEEL MOMENT-FRAME CONSTRUCTION FOR SEISMICAPPLICATIONS" FOR QA/QC CATEGORIES.

ALL WELDS ARE "DEMAND CRITICAL"

2SE501

Lt

11_2"

Lb

F Fl

5/16

F Fl 5/16

SCHEDULE -SEE MOMENT CONNECTION

SEESHEAR TAB CONN. -

W GIRDER

TbxBbBOTTOM PL

Tt x BtTOP PL

W BEAM

1SE202

11SE202

M

LtLt

11_2"

11_2"±

Lb

F Fl

5/16F Fl

FULLPEN.(UT-A)

W BEAM

TOP PLTt x Bt

BOTTOM PLTbxBbxLb W GIRDER

SHEAR TAB CONN. -SEE

11SE202

SEE MOMENT CONNECTIONSCHEDULE -

1SE202

WELD ACCESS HOLE

8"1/4"W18, W21

Fl

WELD LENGTH

MOMENT CONNECTION SCHEDULETOP PLATE

BEAM SIZE

W14, W16 1/2"

BOTTOM PLATE WELD

6"

Tt Bt Lt Tb Bb Lb F

4" 8"1/2" 5" 10" 8"

6"1/2"1/2"

10"8"

-

* STIFFENER PLATE

Tpl

-1/4"

1" C

LR.

3 _ 4" CLR

.

5"

1_2"

3/16 2-12

8SE503

#3 DEFORMED BAR ANCHORS (DBA)

METAL FLOOR DECK

W BEAM

#3 @ 12"c/c

2'-0"

@ 12"c/c (WELDED TO BENT PL)

BENT PL 1/4"x CONT.

SLAB BEYOND OPENING.EXTEND 3'-0" INTOROOF OPENINGS

3-#5 AROUNDFINISHED FLOOREL. - SEE PLAN

3-#5 CONT ALONGEDGE OF SLAB,LAP WITH #5 DBA(WELDED TO BENT PL)AT CORNERS, EXTEND3'-0" INTO SLABBEYOND REENTRANTCORNERS.

EACH WAY

ALL FLOOR AND

6" EXTENSIONAT SLAB OPENING(TYP. U.N.O.)

SEE ALSO

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE202

12/03

/08

12/03

/08

TYPI

CAL F

RAMI

NG D

ETAI

LS

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: NONE1

SHEAR TAB CONNECTION DETAILAND SCHEDULE (BEAM TO BEAMOR BEAM TO COLUMN FLANGE)

SCALE: NONE2

DOUBLE ANGLE CONNECTIONDETAIL AND SCHEDULE (BEAM TOCOLUMN)

SCALE: 1" = 1'-0"4FLOOR DECK BEARING ATCONC.WALL CONNECTION

SCALE: 1" = 1'-0"5FLOOR DECK BEARING AT CMUWALL

SCALE: NONE6TYP. TOP OF STEEL COLUMNDETAIL

SCALE: NONE7 BEAM BEARING AT WALL

SCALE: 1" = 1'-0"8COLUMN BASE DETAIL (BEARINGON BEAM) AT GRID "C.8-18"

SCALE: NONE9TYP. MOMENT CONNECTION -BEAM TO BEAM

SCALE: NONE10TYP. MOMENT CONNECTION -BEAM TO BEAM

SCALE: NONE11 MOMENT CONNECTION SCHEDULE

SCALE: NONE3TYPICAL FLOOR/ROOF DECKOPENING

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

6SE203

5/16

BRG. PL 3/4"x11"x1'-3 1/2"w/4-5/8" DIA. x42" LONG A706 D.B.A.

#5 EACH FACEIN FOUR GROUTED CELLS

2-#5 VERT.(1 EACH FACE)@ 8"c/c INFULLY FROUTED CELLS

2-#5 VERT (1 EACH FACE)IN TWO CELLS AT BEAM END

MATCHING 5/8" DIA. x 42" LONGA706 D.B.A. (EACH FACE)


12" CMU WALL

W24 LINTEL

1_2" SPACE

6SE203

3/8" CMUCONTROL JOINT

12" CMU BOND BEAMx 4'-0" LONGw/ 2-#5 CONT.

1/2" DIA. THREADED STUDWELDED TOBRG PL 3/4"x11"x1'-3 1/2"w/4-5/8" DIA. x42" LONG A706 D.B.A.

W24 LINTEL

MATCHING 5/8" DIA. x 42" LONGA706 D.B.A. (EACH FACE)


12" CMU WALL


#5 EACH FACEIN FOUR GROUTED CELLS

LONG SLOTTED HOLES IN W24 FLANGE(HOLES PARALLEL TO W24 WEB)

*8"1"

10"

1_2"

1_2"

10"

8"6"

5"

9"

71_2"

"A"

"A"

SECTION "A-A"

1/4

1/4

OR

BOT. PL OCCURSAT 6

SE203

STIFF. PL 3/8"

DOUBLER PL 1/4"

BRG. PL 5/8"x9" WIDE(SLOTTED)

W24 LINTEL

(1 EACH SIDE)

(EACH SIDE)4 TOTAL

FACE OF CONC. WALL

* HAUNCH WIDTH EQUALS 1'-0" (UNLESS NOTED OTHERWISE)

12" CONC. WALL

#6@12"c/cH.V.E.F.

5SE203

6SE203

FOR EMBED PL ANDHAUNCH REINF. -SEE 1

SE505

1'-8"

5"

5SE202

5/16 3-12

T.O.S. EL. - SEE PLAN

FACE OF BRICK

NO W

ALL

AT S

IM. T

O

12" CMU WALL

FIN. FLOOREL. - SEE PLAN

FOR ADDITIONALINFORMATION -SEE 6

SE203

W24 LINTEL

1'-8"

5/16 3-12

5/16 3-12

T.O.S. EL. - SEE PLAN

+ 8'-8" A.F.F.

12" CMU WALL

#5 VERTICAL(1 EACH FACE) -

#5x42" LONGMATCHING DBA(EACH FACE)

FOR SPACING SEE 1SE203

W24 LINTEL

FACE OF BRICK

* PL 1/2"x10 1/2"xCONT.

BOT. PL 1/2"x20"xCONT.

12" LONGAT ENDS

* OMIT PL 1/2" WHEN W24x104 LINTEL OCCURS INSTEAD, WELD D.B.A. TO TOP FLANGE OF LINTEL

2" CLR.

2'-6"

2'-6"

2'-6"

2" CLR.

NOTE:

BARS SHOWN ARE IN ADDITIONUNLESS NOTED OTHERWISEDETAILS ARE APPLICABLE FOR ALL OPENINGS,

THAN 12"DIAMETER GREATERCIRCULAR OPENINGS WITH

THAN 12"LONGER DIMENSION GREATERRECTANGULAR OPENINGS WITH

OPEN

ING

OPENING

REINF. IS IN ONE LAYER)OPENING (1-#6 WHERE2-#6 @ EACH SIDE OF

C.I.P. WALL

TO THOSE SHOWN ON OTHER REFERENCED DETAILS

SECOND FLOORFRAMING

115' - 7"

THIRD FLOOR FRAMING131' - 7"

PENTHOUSE/LOW ROOFFRAMING

147' - 7 1/4"

HIGH ROOF FRAMING163' - 7"

2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18

FIRST FLOOR100' - 0"

428' - 8" 2' - 4" 27' - 0" 27' - 4" 5' - 11" 21' - 5" 11' - 4" 16' - 0" 16' - 9" 10' - 7" 22' - 8" 4' - 8"

3' - 11"16' - 3" 11' - 1"

SEE FRAMING PLANS FOREXACT OPENING WIDTHS AND LOCATIONSVERIFY THOSE DIMENSIONS WITHARCHITECTURAL DRAWINGS AN DDETAILS

23' - 5"

C.J. C.J. C.J. C.J. C.J. C.J.

C.J.

NOTE 1: 12" CMU WALL WITH 2-#5 VERT. (1 EACH FACE) @ 8"c/c IN FULLY GROUTED CELLS

NOTE 2: 12" CMU WALL WITH 2-#5 VERT. (1 EACH FACE) @ 24"c/c IN FULLY GROUTED CELLS

NOTE 3: 12" CONCRETE WALL - REINFORCE AS PER DETAIL 5/SE401

T.O.W.EL. = 154'-0"

NOTE 3

5

SE203

5

SE203

SE2034

SE2034

6

SE203

TYP.U.N.O.

SE2032

TYP.U.N.O.

SE2033

TYP.U.N.O.

SE2034

SE2034

REV.

REV.W24 LINTEL (TYP.)SEE PLAN FOR EXACTT.O.S. EL.

NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 1 NOTE 2 NOTE 3

U.N.

O.8'

- 8"

10' -

0"

10' -

0 1/8" W24X68

W24X104 W24X104

W24X104

W24X104 W24X104 W24X104

W24X68

W24X68

W24X68

W24X68 W24X76

W24X94 W24X94 W24X94

W24X94W24X94

W24X94

W24X104 W24X104

W24X76

W24X76

.

NON-BEARING12" CMU TO BOTTOMOF STEEL LINTEL

20' - 0" 3' - 4"

SE2037

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE203

12/03

/08

12/03

/08

TYPI

CAL M

ASON

RY D

ETAI

LS

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/16" = 1'-0"1CMU/CONCRETE WALLELEVATION

SCALE: 3/4" = 1'-0"2TYP. LINTEL BEARING AT CMUWALL

SCALE: 3/4" = 1'-0"3TYP. LINTEL BEARING AT CMUWALL AT CONTROL JOINT (C.J.)

SCALE: 3/4" = 1'-0"4TYP. LINTEL BEARING ATCONCRETE WALL

SCALE: 3/4" = 1'-0"5 SECTION THRU WALL LINTELSCALE: 3/4" = 1'-0"6 SECTION THRU WALL LINTEL

MARK

DESC

RIPT

ION

DATE

APPR

.

SCALE: NONE7TYPICAL CONCRETE WALLOPENING

DEMODEMO

SPAN "L1"

SPAN

"L2"

1/2 C

OLUM

N ST

RIP

="L

2"/4

MIDD

LE S

TRIP

="L

2"/2

1/2 C

OLUM

N ST

RIP

="L

2"/4

1/2 COLUMN STRIP ="L1"/4

MIDDLE STRIP ="L1"/2

1/2 COLUMN STRIP ="L1"/4

DRILLED PIERS AND CAPS- SEE PLAN

STEEL COLUMN- SEE SCHEDULE

0.33L1 0.33 L1 0.33 L2

CLEAR SPAN L1

L LAP

3/4" C

LR.

L LAP

L LAP

L1 (c/c)

CLEAR SPAN L2

REINF. SIZE AND NUMBERSEE FRAMING PLANS FOR

BOTTOM BARS

TOP BARS AT MID-SPANIF REQUIRED -SEE PLAN

AROUND BEAM TOP BRASHOOK BOTTOM BARS

DRILLED PIER CAP

L2 (c/c)

6" VOID FORMS

ROUGHEN TOP OF CAPTO A 1/4" AMPLITUDE.CLEAN AND COAT WITHA BONDING AGENT. (TYP)

6" VOID FORMS

AT STEEL COLUMNS CENTER LINES, PROVIDE DBA'S (A706)EQUAL TO SIZE AND SPACING OF GRADE BEAMAND SLAB REINFORCING BARS. WELD DBA'S TO STEELCOLUMN, LAP SPLICE WITH REBARS.

STEEL COLUMNSTEEL COLUMN

0.22 L1 0.22 L1 0.22 L2

6" MIN.

CLEAR SPAN L1

0.15 L1

L LAP

0.15 L2

0" T

YP

3/4" C

LR.

L LAP

L LAP

L1 (c/c)

MAX.MAX.

CLEAR SPAN L2

REINF. SIZE AND NUMBERSEE FRAMING PLANS FOR

(CUT 50% @ 0.15 L)BOTTOM BARS (B)

TOP BARS AT MID-SPANIF REQUIRED -SEE PLAN

AROUND BEAM TOP BRASHOOK BOTTOM BARS

DRILLED PIER CAP

L2 (c/c)

VOID FORMS (6" MIN)

VOID FORMS (6" MIN)

2'-0"

2'-0"

2'-0"

2'-0" 2'-0"

4-#4 BOTTOM

4-#4 TOP

SLAB REINF. -SEE PLANS

CONCRETE COLUMN(WHEN IT OCCURS)

CONC

RETE

BEA

M(W

HEN

IT O

CCUR

S)

CONCRETE BEAM(WHEN IT OCCURS)

x 6'-0" LONG

CLR.

CLR.

2'-0"2'-0"

11_2"

11 _ 2"

MAIN REINFORCING

(2 - TOP ANDAT CORNERS4 - #5 x 4'-0"

MAIN REINFORCING

BE SAME LENGTH AS UNINTERRUPTED BARSEACH SIDE). ADDED MAIN BARS SHALLSPACED @ 3" c/c (1 BAR MINIMUMONE HALF TO EACH SIDE OF OPENING ,NUMBER AS INTERRUPTED BARS,ADDED BARS SHALL BE SAME SIZE AND

PLACED AT 45° TO THE SLAB REINF.IN SAME MANNER AS RECTANGULAR OPENINGS, WITH DIAGONAL BARS ON 4 SIDESCIRCULAR OPENINGS HAVING A DIAMETER GREATER THAN 12" SHALL BE REINF.3.

ADDITIONAL REINF. NOT REQD. AT SIDE OF OPENING DIRECTLY ADJACENT TO BEAM.2.

OR LESS. INTERRUPTED BARS SHALL BE DEFLECTED AROUND THE OPENING.ADDITIONAL REINF. NOT REQD. WHERE LONGER DIMENSION OF OPENING IS 12"1.

NOTES:

2 - BOTTOM)

AT INTERRRUPTED BARSPROVIDE 180 DEGSTD HOOK AROUNDADDED BAR CLOSESTTO OPENING

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE204

12/03

/08

12/03

/08

TYPI

CAL C

ONCR

ETE

SLAB

DET

AILS

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/8" = 1'-0"1TWO-WAYSLAB COLUMN ANDMIDDLE STRIP LAYOUT

SCALE: NONE2TWO-WAY SLAB COLUMN STRIPBAR PLACING DIAGRAM

SCALE: NONE3TWO-WAY SLAB MIDDLE STRIPBAR PLACING DIAGRAM

SCALE: 1/2" = 1'-0"4TWO-WAY SLAB ADDITIONALREINFORCEMENT AT CORNERS

MARK

DESC

RIPT

ION

DATE

APPR

.

SCALE: NONE5 TYPICAL SLAB OPENING

DEMODEMO

3" 3"

3"3"

3" 3"

3"3"

3" 3"

3"3"

41_2" 41_

2"

41 _ 2"41 _ 2"

W10x COLUMN W12x65 COLUMN

5/16

NO WELD ATCOLUMN RADIUS

5/16


W12x136 COLUMNW12x96 COLUMNW12x58 COLUMN

5/16

(5/8)


HSS6x6 COLUMN

5/16

4 - 1 1/4" DIA. ASTM F1554

BASE PLATE 1 1/4"x12"x1'-0"


4 - 1 1/4" DIA. ASTM F1554

GRADE 36 ANCHOR RODS

GRADE 36 ANCHOR RODS

w/ NUT WELDED TO ENDAND WASHER(1'-8" MIN. EMBED. LENGTH)

w/ NUT WELDED TO ENDAND WASHER(1'-8" MIN. EMBED. LENGTH)


4 - 1 1/2" DIA. ASTM F1554GRADE 105 ANCHOR RODSw/ 3/4" WASHER AT TOP &NUT WELDED TO BOT. ENDAND WASHER.(7'-0" EMBED. LENGTH & 8" PROJ.)#3 TIES @ 12" c/c

4 - 3/4" DIA. ASTM F1554

BASE PLATE 3/4"x12"x1'-0"

GRADE 36 ANCHOR RODSw/ NUT WELDED TO ENDAND WASHER(8" MIN. EMBED. LENGTH)

CJP

CJP

MILL COLUMN ENDS

4'-0"

T.0.S.

STEEL COLUMNSCHEDULED

FOR BEARING

STEEL COLUMNSCHEDULED

FIRST FLOOR FRAMING FIRST FLOOR FRAMING

100' - 0" 100' - 0"

SECOND FLOOR FRAMING SECOND FLOOR FRAMING

115' - 7" 115' - 7"

THIRD FLOOR FRAMING THIRD FLOOR FRAMING

131' - 7" 131' - 7"

PENTHOUSE/LOW ROOF FRAMING PENTHOUSE/LOW ROOF FRAMING

147' - 7 1/4" 147' - 7 1/4"

HIGH ROOF FRAMING HIGH ROOF FRAMING

163' - 7" 163' - 7"

Column Locations

A-3, B-3 A-6 A-8, F-15, G-15 A-12, A-14, F-17,H(-21' - 0")-2

A-18, C-18, E-16,E-18

B-5, B-6, C-6, D-5,D-6, D-8, D-10, D-12,

E-7, E-9, F-5, F-7,F-11, G-5, G-13

B-8, B-10, C-8, C-10 B-12, B-14, C-5,C-12, C-14, D-14, F-9

B-14.8, C-14.8,D-14.8, E-14.8 B-16, C-16, D-16 B-18, D-18

C-3, D-3, E-2, F.1(-21'- 0")-0.9(3' - 5"), H-1,

J-1C.8-18 E-3 E-5, F-13 E-13, F.7-2, G-4, G-7,

G-9, G-11, H-2 E.6-0.9, F.1-0.9 E.8-0.7, F.1-0.7 F-2, F-4 F.6-1.8, F.6-4 H-7, H-9, H-11 E.4-CA.1, E.4-CA.2,E.7-CA.1, E.7-CA.2

E.4-CA.3, E.4-CA.4,E.4-CA.5, E.4-CA.6,E.4-CA.7, E.4-CA.8,E.4-CA.9, E.7-CA.3,E.7-CA.4, E.7-CA.5,E.7-CA.6, E.7-CA.7,E.7-CA.8, E.7-CA.9

W12

X58

W12

X65

W10

X49

W10

X49

W12

X58

W10

X49

W10

X60

W10

X33

W12

X65

W12

X58

W12

X96

W12

X136

W12

X65

W10

X49

W12

X136

W12

X58

HSS

6X6X

3/8

HSS

6X6X

3/8

W10

X33

W10

X33

W10

X54

W10

X54

W10

X60

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE301

12/03

/08

12/03

/08

SCHE

DULE

S AN

D DE

TAILS

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: NONESTEEL COLUMN SCHEDULE

SCALE: 1 1/2" = 1'-0"1 TYP. BASE PLATE DETAILSSCALE: NONE2 TYP. STEEL COLUMN SPLICE

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

2'-0" (24") 6 - #7 #4 @ 10"c/c

2'-6" (30") 8 - #8 #4 @ 12"c/c

3'-0" (36") 8 - #9 #4 @ 16"c/c

3'-6" (42") 12 - #9 #4 @ 20"c/c

1'-6" (18") 6 - #6 #3 @ 10"c/c

4'-0" (48") 18 - #9 #4 @ 24"c/c

4'-6" (54") 24 - #9 #4 @ 24"c/c

DRILLED PIER SCHEDULETIESVERTICAL REINF.DRILLED PIER DIAMETER

2'-0" 1'-0"

1'-6"

10" 1'-2"

8SE201

9SE201

11SE201

3SE503

4SE503

5SE503



6" VOID -SEE 6

SE201

DRILLED PIERSAS PER PLAN

CONNECTION PIPE @ 20'-0"c/c(PART OF "MIRADRAIN" SYSTEM

SUBSOIL DRAINPIPING

WATERPROOFING

UNEXCAVATEDEARTH

"MIRADRAIN"(OR APPROVED EQUAL)DRAINAGE SYSTEM

LOW PERMEABLESOIL

STABILIZATION OFEARTH SYSTEM(BY CONTRACTOR)

BENTONITE

SEE

DET

AILS

SEE PLAN

25'-0

"MI

N.

8'-0"

MIN

.IN

TO B

EDRO

CKVA

RIES

6"

DRILLED PIER CAP -SEE REFERENCED DETAILS

SONOTUBE (TYP.)(TOP 8 FEET)

BEDROCK

FOR SIZE AND REINF.SEE FOUNDATON PLANAND SCHEDULE 1

SE401

DRILLED PIER -

EXTEND VERT. REINF.INTO DRILLED PIER CAPAS PER DETAILS

1'-0"

1'-0"

2'-6"

*2'-6

"

5'-0"U.N.O.

1'-8"

1'-8"

EL. = 100'-0"



SE4012

SE401

#4@12"c/c HORIZ. E.F.(#6@12"c/c ATSHEAR WALL BETWEENGRIDS "E" AND "E.6"SEE )1

SE203

#6@12"c/c VERT. E.F.


ROUGHEN CONCRETE TO1/4" AMPLITUDE

#7@12"c/c TOP"U" BARS

5-#10 T&B CONT.#7@12"c/c BOT.w/STD. 180° HOOK

*TOP OF DRILLEDPIER CAP

EACH END

* EL. = 99'-0" AT SHEAR WALL BETWEEN GRIDS "E" AND "E.6"

6" VOIDSEE 6

SE201

FOR DRILLED PIERTO CAP CONNECTIONINFO - SEE 4

SE401

BRICK AS PERARCH. DWGS.


THREADED DBA SPLICER

1'-0"

12"CMU

2'-6"

5'-0"

6"1'-

0"(*)

3"

3"3" CL

R.

3"CLR.

1'-8"

EL. = 100'-0"



SE4012

SE401


5-#10 T&B CONT.


#7@12"c/c BOTTOMw/STD. 180° EACH END

(*) FOR PIERS WITH LOAD(420K/-130K) AND (700K/-475K)SHOWN ON PLANS, EXTENDVERTICAL BARS 1'-9" INTO PIERCAP AND END BAR WITH 90°STD HOOK

6" VOIDSEE 6

SE201

#5 VERTICAL(1 EACH FACE)FOR SPACING SEE 1

SE203




1'-0"

2'-6"

2'-6"

2'-0"

2'-6"

1'-4" 8"NOM.

8"

EL. = 100'-0"



SE4012

SE401


12" CMU WALL(12" CONC. WALL AT SIM. TOREINF. WALL AS PER ) 5

SE401

#5@24"c/c VERT.(EACH FACE)

#4@12"c/cHORIZ.

#4@12"c/cBENT VERT.w/STD. 90° HOOK




SE401

6" VOIDSEE 6

SE201


SE401

3'-0"SQ.

1'-0"

2'-0"

2'-6"

8"

6"1'-

0"

3" C

LR3"

CLR

3" CLR



SE4012

SE401

#4@12"c/c DOWELSw/STD. 90° HOOK E.E.

EL. = 100'-0"

#4@12"c/cHORIZ.

WINDOWAS PER ARCH.

3-#6 TOP U-BARS

3-#6 BOTTOMW/ STD 180° HOOK EA END


SE401

6" VOIDSEE 6

SE201

2'-6"

2'-6"

1'-0"

1'-0"

*2'-6

"

1'-8"

1'-8"


SE4012

SE401




SE401

6" VOIDSEE 6

SE201

EL. = 100'-0"


#4@12"c/c HORIZ. E.F.(#6@12"c/c ATSHEAR WALL BETWEENGRIDS "E" AND "E.6"SEE )1

SE203

#6@12"c/c VERT. E.F.


ROUGHEN CONCRETE TO1/4" AMPLITUDE




11_2"

" CLR

" CLR

T/4

"T"

CONSTRUCTION

CONCRETE WALL

JOINTCONT. WATERSTOP

2'-6"

2'-6"

1'-0"

1'-0"

2'-6"

2'-6"

14'-2"

2'-6"

LAP AS PERSTRUCT. GEN. NOTES

5'-0"

1.51

4SE401

5SE401

1SE401

2SE401


CONCRETE SLAB -REINF. AS PER PLANAND SHEET SE204DRILLED PIER CAP -

REINF. AS PER DETAILS

DRILLED PIERS -REINF. AS PER

VARIES 2'-6"

1'-0"

3'-6"

1'-0"

2'-6"

2'-6"

2'-0"

2'-0"8

SE4016

SE201CONCRETE SLAB -REINF. AS PER PLANAND SHEET SE204

EL. = 100'-0"SLAB

EL. = 96'-6"DRILLED PIER CAP

EXTEND GRADE BEAMREINF. INTO DRILLEDPIER CAP -

3-#4 "U"-BARS

PROVIDE STD. 90° HOOKAT END AS SHOWN(AT SIM. TO, PIER CAPIS AT EL. 96'-6" -SEE PLANS FOR APPLICABLE DETAIL)

DRILLED PIER

1'-6" 1'-0"8"

8"

1'-0"

2'-10

"

EL. = 100'-0"


SLAB

6" VOID -SEE 6

SE201

SUBSOIL DRAINPIPING

DAMPROOFING

LOW PERMEABLESOIL

PERIMETER INSULATION

DRAINAGE COURSE

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE401

12/03

/08

12/03

/08

FOUN

DATI

ON S

ECTI

ONS

AND

DETA

ILS

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: NONE1 DRILLED PIER SCHEDULE

SCALE: 1/4" = 1'-0"3 BACKFILL AND DRAINAGE DETAIL

SCALE: 1/8" = 1'-0"2 DRILLED PIER DIAGRAM

SCALE: 1/2" = 1'-0"5CONC. WALL/DRILLED PIER CAPDETAIL

SCALE: 1/2" = 1'-0"4CMU WALL/DRILLED PIER CAPDETAIL

SCALE: 1/2" = 1'-0"6 EXTERIOR FOUNDATION SECTIONSCALE: 1/2" = 1'-0"7 EXTERIOR FOUNDATION SECTION


SCALE: NONE9TYP. CONC. WALL CONSTRUCTIONJOINT

SCALE: 3/8" = 1'-0"10 DRILLED PIER CAP STEP SECTIONSCALE: 1/2" = 1'-0"12GRADE BEAM AT DRILLED PIERCAPS

SCALE: 1/2" = 1'-0"11 BACKFILL AND DRAINAGE DETAIL

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

10'-8"

1'-0" 8'-8" 1'-0"

2'-0" 6'-8" 2'-0"

14'-0

"

1'-0"

12'-0

"1'-

0"MI

N.

3'-0"

±

4'-0" SQ.

SLOPE TOPTO DRAIN

EL. = 100'-0"

L.PT.EL. = 113'-0"

VOID FORMSAS PER 6

SE201


#4@12"c/cHORIZ. E.F.(TYP. 4 SIDES)

4-#8 CONT.(TYP. EACH CORNER)

#6@10"c/c(TYP. CORNER)

#6@10"c/cOUTSIDE FACE(TYP. 4 SIDES)

#4@10"c/cINSIDE FACE(TYP. 4 SIDES)

#4@20"c/cBENT 45° BARS(TYP. EACH CORNER)

ROUGHEN SURFACE TO1/4" AMPLITUDE(TYP. ALL JOINTS)

CONT. WATERSTOP(TYP. ALL JOINTS)

ALL LAPS AS PERSTRUCTURALGENERAL NOTES

#4 DOWELSW/ 90° HOOK EA END@ 12" c/c AT CAP(TYP ALL CAPS)

BENTONITEWATERPROOFINGSYSTEM - SEE 6

SE201

1'-0"

12'-0

"1'-

0"MI

N.

NEW

OPE

NING

VERI

FY D

IMEN

SION

S w/

ARC

H.

6" 3'-0"

1SE402EXISTING WALL -

FIELD VERIFY THICKNESSAND MATERIALS

EXISTING SLAB/FOUNDATION -FIELD VERIFY THICKNESSAND MATERIALS

STRIP WATERSTOP(TYP. ALL SIDES)

EL. = 100'-0"

L.PT.EL. = 113'-0"

* L6x4x3/8 (LLV)(ONE EACH SIDE)w/1/2" DIA. ADHESIVE ANCHS.@18"c/c 4" EMBED.(STAGGERED ON EACH SIDE)

* L6x4 LINTEL WILL BE EVALUATED WHEN MORE INFO. ON EXISTING CONDITIONS BECOMES AVAILABLE

#6@12"c/c DOWELSDRILL AND EPOXY INTOEXIST. WALLS

SELF-EXPANDING

2'-0"

1'-6"

5"

10" 8" 6"

1'-0"

MIN.

8"

1'-6"

8SE503

4SE202

3SE503

6SE402


#5@9"c/c VERT. E.F.

SECOND FLOOREL. = 116'-0"

#3@12"c/c E.W.

2" LT. WT. CONC. FILL

3" MET. FLOOR DECK

SEE ALSO

#4 "U"-BAR @ 9"c/c

TUNNEL ROOF SLAB -SEE 1

SE402

4-#6 CONT.

EL. = 112'-0"

BRICK LEDGE BEHIND -SEE

B.L.

1'-0" 1'-0"

1'-0"

3"

2'-6"

EL. = 100'-0"



6" VOID FORM



**5-#8 TOP CONT#4@9"c/c STIR.

**4-#8 BOT. CONT.



SLAB

5" EXTERIOR CONC. SIDEWALKOVER GRANULAR FILL(AT SIM. TO CONDITION)

3"

1'-0"

1'-0" 11'-1"

10'-1" 2'-0" 1'-0"

2'-6"

1'-0"

2'-6"

2'-0"

18 17


6" VOID FORM



**5-#8 TOP CONT

#4@9"c/c STIR.

**4-#8 BOT. CONT.



5" EXTERIOR CONC. SIDEWALKOVER GRANULAR FILLSEE CIVIL DRAWINGS

EL. = 100'-0"

SLAB REINF. -SEE PLAN AND

SLAB

SHEET SE204


SE401

BACKFILL AND

1'-0"

2'-6" 2'-6"

2'-6"

2'-6"

7SE402

2SE201

EL. = 100'-0"


SLAB

DRILLED PIER CAPAND DRILLED PIERAS PER 2

SE201

SCHEDULEDSTEEL COL.

#4 "U"-BARS@ 9"c/c

1'-0"

2'-6" 2'-6"

2'-6"

2'-6"

2'-0" DIA.CONC. ENCASEMENT 7

SE4022SE201

SIM.TO


SE201

SCHEDULEDSTEEL COL.

#4 "U"-BARS@ 9"c/c

GRADE BEAM -SEE 8

SE402

5" EXTERIOR CONC. SIDEWALKOVER GRANULAR FILLSEE CIVIL DRAWINGS

ANCHOR RODSEMBEDDED INDRILLED PIERAS PER 1

SE301

2'-0"

1'-6" 6"

1'-0"

WAL

L OPE

NING

x 8''-8

" WID

E12

'-0" H

IGH

3'-0"

EL. = 100'-0"



SE201

WALL BEYOND

MATCHING DBA (1 THREADED END)AND THREDED DBA SPLISER

TUNNEL FLOOR SLAB -SEE 1

SE402

1'-0"

MIN.

8"

3'-0"

AT LO

W P

OINT

(EDG

ES)

13'-8"

1'-6" 10'-8" 1'-6"

1'-0" 8'-8" 1'-0"

8'-101_2"

FIELD VERIFY4'-91_

2"FIELD VERIFY

6" 6"

6"2'-6"

TUNNEL ROOF SLAB -SEE 1

SE402

18" WIDE GRADE BEAM(BEYOND)


#4@24"c/cMATCHING DOWELS

4-#8 BOT. CONT.

LAP ALL REINF.AS PER STR. GEN. NOTES

2-#5 CONT. E.F.

4-#9 TOP CONT.

ADDITIONAL2-#9 TOP CONT.

#5@14"c/cT&B E.W.

#4@12"c/c STIR.

(FOR GRADE BEAMBEYOND)

VOIDTUNNEL ROOF SLABL.PT. EL. = 113'-0"

8"

3'-0"

10'-43_8" FIELD VERIFY

1'-6" 7'-43_8" 1'-6"

6" 6"

3'-4"

8"

4" 3'-0"

7"1"

1" E.J.

8'-0" 103_8"1'-6"

2'-4"

SIM.TO

SIM.TO

SCHEDULED STEEL COLUMN

F.1 E.8

18" WIDE GRADE BEAM(BEYOND)


GRADE BEAMSAS PER 6

SE402

CONC. SLABAS PER 6

SE402

4SE401

2SE201

FIELD VERIFY

FIELD VERIFY

FIEL

D VE

RIFY

8" CMU

5"

8" CMU

LAP AS PERSTR. GEN. NOTES


EXISTING STRUCTURE

FIELD VERIFY EL.

3" METAL FLOOR DECKw/2" LIGHT WEIGHT CONC. FILLAND REINF. AS PER 8

SE503

#4@12"c/c(IN FLUTES)

#4@24"c/c IN GROUTED CELLSDRILL AND EPOXY INTOEXIST. SLAB (4" EMBED)

1'-0" 1'-0"

1'-0"

3"

2'-6"

EL. = 100'-0"



6" VOID FORM



6-#9 TOP CONT.#4@6"c/c STIR.

4-#9 BOT. CONT.


SLAB

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE402

12/03

/08

12/03

/08

FOUN

DATI

ON S

ECTI

ONS

AND

DETA

ILS

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/4" = 1'-0"1 SECTION THRU TUNNELSCALE: 1/4" = 1'-0"2TUNNEL CONNECTION ATEXISTING CONSTRUCTION

SCALE: 3/4" = 1'-0"3TUNNEL ROOF FRAMING ATRETAINING WALL

SCALE: 1/2" = 1'-0"7 GRADE BEAM SECTIONSCALE: 1/2" = 1'-0"8GRADE BEAM SECTION AT EASTWALKWAY

SCALE: 1/2" = 1'-0"9STEEL COLUMN/GRADE BEAMBASE DET.

MARK

DESC

RIPT

ION

DATE

APPR

.

SCALE: 1/2" = 1'-0"10STEEL COLUMN/GRADE BEAMBASE DET.

SCALE: 1/2" = 1'-0"11 TUNNEL CONN. AT FIRST FLOOR

SCALE: 1/2" = 1'-0"6SECOND FLOOR FRAMING ABOVETUNNEL

SCALE: 3/4" = 1'-0"4SECTION THRU GRADEBEAMS/STOOP

SCALE: 3/4" = 1'-0"5 FLOOR FRAMING AT EXISTING

SCALE: 1/2" = 1'-0"12 GRADE BEAM SECTION

DEMODEMO

2'-6"

5'-0"

6"1'-

0"(*)

3"

3"3" CL

R.

3"CLR.

1'-0"

1'-8"

4" 4"


TOP OF DRILLED PIERCAP EL. = 99'-0"

FOR ADDL. DRILLED PIERAND CAP INFO. -SEE 4

SE401

#6@12"c/cH.V.E.F.

2'-6"

5'-0"

6"1'-

0"(*)

3"

3"3" CL

R.

3"CLR.

1'-0"

2'-65 _ 8"

1'-8"

4" 4"



FOR ADDL. DRILLED PIERAND CAP INFO. -SEE 4

SE401

#6@12"c/cH.V.E.F.

BRICK LEDGEEL. = 99'-0" ±

LAP AS PERSTR. GEN. NOTES

#6@12"c/cHORIZ. E.F.

#6 "U" BARS@ 12"c/c

1'-0"

2'-6"

6"3'-

6"

5'-01_2"

4'-0"

10"

1'-5"

12SE4022

SE201

F.7


SE201

SCHEDULEDSTEEL COL.

#4 "U"-BARS@ 12"c/c

PIT WALLBEYOND

EL. = 100'-0"

#4 "U" BARS@ 6"c/c

9"3'-0"

SLAB REINF. ANDD.B.A.'S AT COLUMNAS PER 2

SE204

1'-0"

2'-6"

5'-0"

6"1'-

0"(*)

3"

3"3" CL

R.

3"CLR.

1'-8"

EL. = 100'-0"



SE4012

SE401

5-#10 T&B CONT.


#7@12"c/c BOTTOMw/STD. 180° EACH END

(*) FOR PIERS WITH LOAD(420K/-130K) AND (700K/-475K)SHOWN ON PLANS, EXTENDVERTICAL BARS 1'-9" INTO PIERCAP AND END BAR WITH 90°STD HOOK

6" VOIDSEE 6

SE201

WALL BEYOND -SEE 4

SE401

1'-6" 8'-8" 1'-43_8" 1'-8"

6'-83_8" 1'-115_

8" 1'-83_8" 1'-0" 4"

9" 73_8" 10"

1'-6"2"

SPACE

2'-6"

2'-6"

1'-0"

2'-6"

2'-65 _ 8"

1'-0"

2"SP

ACE

E.7 E.4

2'-0" DIA CONCRETEENCASEMEMNT TOC EL=100'-0"

CONCRETE SIDEWALKEL=VAR.

FOR ADDL. INFO.SEE 2

SE403


BRICK LEDGEEL. = 99'-0" ±

3'-0"x3'-0"x1'-0"FOOTING W/4-#4 EA WAY BOTON 5 FT STRUCTURAL FILL(EXTEND 5 FT BEYOND EDGEOF FOOTING)

3-#8 T&Bw/STD. 90° HKEE

#4@12"c/cSTIR.

#4 "U" BARS@ 12"c/c

SCHEDULED COLUMNS

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


1/2"

= 1'

-0"

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE403

12/03

/08

12/03

/08

FOUN

DATI

ON S

ECTI

ONS

AND

DETA

ILS

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

MARK

DESC

RIPT

ION

DATE

APPR

.



SCALE: 1/2" = 1'-0"3STEEL COLUMN BASE ATELEVATOR PIT

SCALE: 1/2" = 1'-0"5CMU WALL/DRILLED PIER CAP ATOPENING

SCALE: 1/2" = 1'-0"4 GRADE BEAM AT CANOPY

DEMODEMO

1" C

LR2" MIN.

1" C

LR2" MIN.

1"

OR

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

%%uDETAIL NOTES:

NOTE 7

NOTE 6

NOTE3

NOTE4

NOTE1

NOTE8, 10

CJPTYP

ATBACKING

BAR

NOTE 2

NOTE 5

OR

NOTE 7

NOTE 6

NOTE3

NOTE4

NOTE1

NOTE8, 10

CJPTYP

NOTE 2

NOTE 5

3SE501

4SE501

2SE501

AAT COLUMN WEB

BAT COLUMN FLANGE

12.

2SE501

2SE501

2SE501

4SE501

3SE501

5SE501





2-3/4" DIA A325-N ERECTION BOLTS.


2 DOUBLER PL 3/4" - 1 EACH SIDE, Fy=50 KSI.



AT ROOF LEVEL, TOP OF COLUMN AND TOP OF CONTINUITY PLATE SHALL BE ATTOP OF STEEL ELEVATION. USE PARTIAL PENETRATION WELD AT COLUMN WEB.



1"

NOTE 6

NOTE 3

tbftbf

NOTE 6

NOTE 2

BEVEL AS REQUIRED BY AWS D1.1 FOR SELECTEDGROOVE WELD PROCEDURE.

LARGER OF tbf OR 1/2 INCH. (PLUS 1/2 tbf, ORMINUS 1/4 tbf)

3/4 tbf TO tbf, 3/4" MINIMUM (±1/4 INCH)

3 tbf. (±1/2 INCH)

SEE "FEMA-353, RECOMMENDED SPECIFICATIONS ANDQUALITY ASSURANCE GUIDLINES FOR STEEL MOMENT-FRAMECONSTRUCTION FOR SEISMIC APPLICATIONS", FORFABRICATION DETAILS INCLUDING CUTTING METHODS ANDSMOOTHNESS REQUIREMENTS.

2.

3.

4.

6.

7.

5. 3/8" MINIMUM RADIUS (PLUS NOT LIMITED, OR MINUS 0)

%%uDETAIL NOTES:

NOTE 1

NOTE 1

NOTE 2

NOTE 4

NOTE 5

NOTE 7

NOTE 2NOTE 5

NOTE 4(3/4" MIN.)

1. CJP GROOVE WELD AT TOP AND BOTTOM FLANGES. AT TOP FLANGE, REMOVEWELD BACKING, BACKGOUGE, AND ADD 5/16" MINIMUM FILLET WELD. AT BOTTOMFLANGE, REMOVE WELD BACKING, BACKGOUGE, AND ADD 5/16" MINIMUM FILLETWELD. WELD: QC/QA CATEGORY AH/T. WELD IS "DEMAND CRITICAL.

1_4" Lweld

1_4"

Lnetk1, col+1 1/2" k1, col+1 1/2"

kcolMIN.

CONTINUITYPLATES

1/2" MIN.RADIUS

k+3 _ 8"

CPJTYP

CONTINUITY PLATENOT SHOWN FORCLARITY

DOUBLER PL 3/4" (W33 BEAM)

MOMENT CONNECTIONSHEAR TAB -SEE 1A

SE501

k+3 _ 8"

21 _ 4"

31 _ 2"

CPJTYP

CONTINUITY PLATE AND BEAM FLANGENOT SHOWN FOR CLARITY

DOUBLER PL 3/4"

5/16

2-L3 1/2x3x3/8x1'-8 1/2"W/ 8 - 1" DIA A325-N

W-BEAM WEB

3/16 2

3/16

* BOTTOM FLANGE OF ALL BEAMS LONGER THAN 10 FEET SHALL BE BRACED - EXCEPTIONS ARE AS NOTED ON PLAN

METAL FLOOR DECK

* L3x3x1/4 @ BEAM MIDSPANW/2-3/4"� EXPN.ANCH. IN FLUTES

(ONE SIDE ONLY AT PERIMETER BEAMS)

L4x4x1/4x0'-10(DECK PERPENDICULARTO BEAM)L4x4x1/4x1'-4(DECK PARALLELTO BEAM)

W BEAMSEE PLAN

PL 1/4"

1

1

SEE ALSO 8SE503

7'-4"

1'-6"

1'-10

"

91_2"81_

2"

3/16 2

3SE202

5/16

3/16 4

T.O.S.EL.= VAR.

W-BEAM-SEE PLAN

L3x3x1/4 @ 4'-0" c/c

L7x4x3/8

C4x5.4 @ 4'-0" c/c

1"x3"x4"BAR SPACER

(LLH) CONT.

C4x5.4 @ 4'-0" c/c PL 1/4"x1 3/4" @ 4'-0" c/c

C6x8.2 CONT @ WINDOWS

AT WINDOWSBETWEEN WINDOWS

L4x4x1/2x1'-4"W/2-3/4"� EXPN.ANCH.

11

PROVIDE 3/4"� A325 IN VERT SLOTTED HOLE IN VERT C4AND HORIZ SLOTTED HOLE IN HORIZ C4 AND L3x3FOR ADJUSTMENT.WELD AFTER ADJUSTMENT COMPLETED.

FLOOR OR ROOF SLABSEE ALSO 8

SE503

FACE OF BRICK(WDW./METAL FINAT SIM. TO -SEE ARCH.)

C6 HORIZ. ANDC4 VERT. AT PARAPETS(ROOF CONDITIONS) -SEE 7

SE505

1" C

LR2" MIN.

NOTE3

NOTE4

NOTE1

NOTE 2

NOTE 5

1.

2.

3.

4.

5.

6.

7.

%%uDETAIL NOTES:

CJP GROOVE WELD (BEAM WEB TO BEAM WEB) FULL LENGTH OF WEB BETWEENWELD ACCESS HOLES. PROVIDE NON-FUSIBLE WELD TABS. REMOVE WELD TABSAFTER WELDING AND GRIND END OF WELD SMOOTH AT WELD ACCESS HOLE.WELD: QC/QA CATEGORY BH/T.




2-3/4"� A325-N ERECTION BOLTS.



9SE202

2SE501

2SE501

W33 TO W33 ORW30 TO W30 -FOR OTHER BEAM SIZESREFER TO

2"MIN.

"B"

3"2"

"L"

2"MIN.

DIAMETER &"L"

LENGTHPLATE

"B"

WIDTHPLATE

E

NO. OFSTUDS

DC

BBEAM SIZE

@6"c/c U.N.O.THICKNESS

OF STUDSLENGTHSTUDS

NO. OF

PLATE

EMBED PLATE SCHEDULE

@8"c/c U.N.O.

1/2" DIA x4"2 @ 6" c/c2 @ 3" c/c1/2"W8, W10 7" 12"

1/2" DIA x6"3 @ 6" c/c21/2"W12, W14 10" 18"

1/2" DIA x6"321/2"W16, W18 10" 22"

5/8" DIA x6"325/8"W21 10" 24"

5/8" DIA x6"4 @ 6" c/c25/8"W24 10" 26"

425/8"W27 10" 30"5/8" DIA x6"

NOTE: IF A SEAT ANGLE IS USED FOR ERECTION, REVISE THE PLATE LENGTH "L" ACCORDINGLY.

NOTESEE

FOR STEEL CONNECTION REQUIREMENTS, SEE REFERENCED DETAILS FROM PLAN AND SHEET SE503.

ESTUDS (TYP.) HEADED

B

D

C

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE501

12/03

/08

12/03

/08

FRAM

ING

SECT

IONS

AND

DET

AILS

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1" = 1'-0"1TYPICAL BEAM TO COLUMNMOMENT CONNECTION

SCALE: 3" = 1'-0"2 WELD ACCESS DETAIL

SCALE: 1 1/2" = 1'-0"3CONTINUITY PLATES AT STEELCOLUMN

SCALE: 1 1/2" = 1'-0"4 DOUBLER PLATE DETAIL

SCALE: 1 1/2" = 1'-0"5 DOUBLER PLATE DETAIL

SCALE: 1" = 1'-0"7 BEAM BRACING DETAILSCALE: 1/2" = 1'-0"8WINDOW SUPPORTS AT FLOORFRAMING

SCALE: 1" = 1'-0"6BEAM TO BEAM MOMENTCONNECTION

SCALE: NONE9 EMBED PLATE SCHEDULE

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

11" 11"

1"11_

2"

1 _ 2"

2"3"

9" 11"

6"

67 _ 8"(-)

11_2"

5

W24 TO W24

PL TO W24

G

5/16

W24x94W/ 2-SIDE PL5/8"x22 1/2"(1-EA SIDE)

CUT FROM W24x94

EL. = 132'-0"

CLOSURE PL'S 3/8"

CNTR

SHEAR TABSEE -

1SE202

DECK OPENINGSEE -

3SE202

3" 11"

1"11_

2"

1 _ 2"

2"

3"

11" 5'-0"

6"3"

67 _ 8"(-)

5/16 2-12G

PL 5/8TO W24

(TYP)

1/8 3/4

1/8 3/4

1/8 1-12

5/16 2-12G

PL 5/8

CJPW24 WEB

AND FLGS

3" LW CONCRETE FILL

PL 1/2"

2" LW CONCRETE FILL



EL. = 124'-0"EL. = 108'-0"


L2x2x3/16x0'-10

14GA PAN TREAD-RISER

11"

1"11_

2"

1 _ 2"

2"

3"

11" 11" 6"

67 _ 8"(-)

EL. = 100'-0"W24x94W/ 2-SIDE PL5/8"x22 1/2"(1-EA SIDE)

L3x2x1/4x0'-4" (LLH)W/ 5/8" DIA EXP. ANCHOR CLOSURE PL'S 3/8"

1" CLR

2" M

IN.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

NOTE8

NOTE1

NOTE4

NOTE3

ATBACKING

BAR

CJPTYP

2SE501

2SE501

NOTE 7

NOTE 6

NOTE 2

NOTE 5

4SE501

3SE501

(SIM) (SIM)





2-3/4"� A325-N ERECTION BOLTS.


2 DOUBLER PL 3/8" 1 EACH SIDE, Fy=50 KSI.





DETAIL NOTES:

11"

3"

11"5'-0"

67 _ 8"(-)

5" 4'-6" 1"

11" 1'-4" 2'-2" 7"

1_2" 11_

2"

71_2"

71_2"6"

7

3" METAL DECK

2" LW CONCRETE FILL

W/ 2" LW CONCRET FILL(5" TOTAL)

W24 TO W24

PL TO W24

G

5/16

W-BEAM SEE PLAN


EL. = 116'-0"

L2x2x3/16x0'-10


CUT FROM W24x94CNTR

SHEAR TABSEE -

1SE202

CLOSURE PL 3/8"3" 11"

1"11_

2"

1 _ 2"

2"

3"

11" 5'-0"

6"

67 _ 8"(-)

11"1'-4"2'-2"7"

11" 71_2"

7

5/16 2-12G

PL 5/8TO W24

(TYP)

1/8 3/4

1/8 3/4

5/16 2-12G

PL 5/8

CJPW24 WEB

AND FLGS

3" METAL DECK

2" LW CONCRETE FILL

W/ 2" LW CONCRET FILL(5" TOTAL)

1/4

1/2" RETURNAT TOP

1/4

3 SIDESL3x3 TOW-BEAM

2-L3x3x5/16x0'-10"

W-BEAM SEE PLAN

FLGS AND PLS

G

5/16 12G

PL 5/8 TO W24AT CONNECTION TO W-BM

TOP & BOTTOM



EL. = 116'-0"

L2x2x3/16x0'-10

14GA PAN TREAD-RISERSPLICE

5_8" SEE PLAN

3/16

3/16PL TO PL

G

3 SIDES

PL 1/4"x1 3/4"x0'-4" @ 24"c/c

STIFF PL 1/4"x1 3/4"

FOR ADDITIONAL INFORMATION -SEE

HANDRAILSEE - ARCH

C6x8.2MITRE AT CORNERS,CLOSER PL 1/4"

3SE202

5/16 2-12G

PL 5/8TO W24

(TYP)

2" LW CONCRETE FILL


L2x2x3/16x0'-10"


P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE502

12/03

/08

12/03

/08

FRAM

ING

SECT

IONS

AND

DET

AILS

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1" = 1'-0"3 STAIR CONNECTION DETAIL

SCALE: 1" = 1'-0"4 INTERM LANDING SECTION

SCALE: 1" = 1'-0"5 STAIR CONNECTION AT LEVEL 1

SCALE: 1" = 1'-0"8COLUMN TO BEAM CONNECTIONDETAIL

SCALE: 1" = 1'-0"7 LANDING SECTIONSCALE: 1" = 1'-0"6 LANDING SECTION

SCALE: 1 1/2" = 1'-0"9 HANDRAIL CONNECTION DETAIL

SCALE: 1" = 1'-0"1 STAIR STRINGER SECTION

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

1'-6"

81_2" 91_

2"

5"

3SE202

8SE503


FACE OF WINDOWAND CONN. TO STR.

SEE ALSO

AS PER ARCH.

2'-0"

1'-6"

5"

10" 8" 6"

8"

6" 1'-6"

4SE202

8SE503

SIM.TO

BRICK LEDGEEL. 115'-4"


#8@9"c/c VERT. I.F.

#6@9"c/c VERT. O.F.


#3@12"c/c E.W.


3" MET. FLOOR DECK

SEE ALSOB.L.

NO BRICK LEDGEAT SIM. TO

2'-0"

10" 8" 6"

1'-6"

5"

8"

6" 1'-6"

4SE202

3SE503

9SE501

1SE202

AT BEAM

8SE503


#3@12"c/c E.W.

WALL REINF. -SEE

EMBED PL AND STUDS -SEE EMBED PLATE SCHEDULE


W BEAM

SEE ALSO

SIM.TO


B.L. 2'-0"

10" 8" 6"

5"2'-

7"

2'-0" 1'-0"

8"

6" 1'-6"

3SE503

1SE202

10SE201

2SE201

SCHEDULEDSTEEL COLUMN 8

SE503


#3@12"c/c E.W.

WALL REINF. -SEE


W BEAM

8-#8 VERT.

#4@12"c/c(2 PER SET)

SEE ALSO


B.L.

10" 7'-2" 2'-0"

1'-6" 6"

WAL

L OPE

NING

x 10'-

0" W

IDE

12'-0

" HIG

H

5"2'-

0"

6" 1'-0"

3SE503

3SE503

8SE503

3SE201

TOP OF OPNG.EL. = 113'-0"

1 1/2" METAL GRATING (GALV)

L4x4x1/4 (GALV.) (4 SIDES)w/1/2" DIA. EXPN. ANCHORS@ 24"c/c - EMBED 4"

2-#6 ADDL. AROUND OPENINGEXTEND 2'-6" PAST OPNG.

T.O.W. EL. = 118'-0"

SECOND FLOOREL. = 116'-0"WALL BEYOND AREAWAY

WALL REINF. AS PER

SEE ALSO

B.L.

(T.O.W. EL. = 126'-0"AT SIM. TO)

WALL REINF. AS PER

AT CONTRACTOR'S OPTION,BOTTOM OF EMBED PLATE MAYBE LOWERED TO ACCOMMODATE SEAT ANGLE -REVISE EMBED PLATE SCHEDULE ACCORDINGLY

1'-0"

AT BEAM

4SE202

8SE503

4SE202

W

EMBED PL AND STUDS -SEE EMBED PLATE SCHEDULE

3/4" CLR

SHEAR TAB CONNECTIONAS PER

TOP OF SLABEL. - SEE PLANS

T.O.S. EL. -SEE PLANS

CONST. JOINT

1SE202

9SE501

SEE ALSO

OR CONDITION ATTOP OF WALL

CONC. WALL REINF.AS PER

1" C

LR.

5"

3" COMPOSITE METALFLOOR DECK

2" LIGHT WEIGHTCONCRETE FILL

* #3@12"c/c ABOVE FLUTES

* 3@12"c/c PERPENDICULARTO FLUTES

LAP AS PER STRUCTURALGENERAL NOTES

LAP AS PER STRUCTURALGENERAL NOTES

* USE #4@12"c/c AT SLAB SPAN TYPE "3A"

1'-8"

5" 1'-3"

5"

3SE202

8SE503

10SE503


FACE OF WINDOWAS PER ARCH.

SEE ALSO

C15 -FOR CONN. TO WALL BEHINDSEE

1'-0"

5"

4"

2"4 S

PACE

S @

8"c/c

= 2'-

8"2"

11 _ 2"

11 _ 2"8 S

PACE

S @

3"c/c

= 2'-

0"11 _ 2"

4SE202

8SE503

4SE202

5/16

5/8"TOP RETURN


#3@12"c/c E.W.

SEE ALSOWALL REINF.AS PER

W30 OR W33 BEAM

DOUBLE ANGLEL4x3 1/2x3/8w/9-3/4"� A325 BOLTS

EMBED PL 3/4"x12"x3'-0"w/10-5/8"x6" LONGHEADED STUDS @ 8"c/cLOCATE EMBED PL ATCL OF W-BEAM

CONDITION ATTOP OF WALL

1'-0"

5"1"

4SE202

8SE503

4SE202

1SE202

5/16

5/161

SE202


#3@12"c/c E.W.

SEE ALSO

WALL REINF.AS PER

W14 W14


EMBED PL 1/2"x10"x1'-6"w/6-1/2"� x 6" LONGHEADED STUDS @ 6"c/cEACH WAY

C15 - EXTEND FROM SOUTHEND OF EMBED PL (BEHIND)TO CORNER OF BLDG. -SEE PLAN

EMBED PL 1/2"x10"x1'-10"w/6-1/2"� x 6" LONGHEADED STUDS @ 6"c/c HORIZ.AND @ 8"c/c VERT.


(2 PLATES TOTAL AS PER PLAN)

T.O.S. EL.-SEE PLAN

SHEAR TABCONNECTION -AS PER

W BEAM

W BEAM

1SE202

SEE ALSO 8SE503

8" M

IN.

8'-0"

SEE ARCH.

3/16TYP.

CL OF OPERABLE PARTITION TRACK

WITH OPERABLE PARTITION SUPPLIERCONTRACTOR SHALL VERIFY EXACT LOCATIONAND SUPPORT BEAM -

CEILING

WT6x15xCONT.

CONN. PL 1/4"

W18

@ 6'-0"c/c MAX.

WHERE STACK TRACK OCCURS)(PROVIDE HANGERS @ 1'-6"c/c@3'-0"c/cHANGER L5x5x5/16

L5x5x5/16 BRACE

CONN. PL 1/4"

W12

VERI

FY THREADED RODSAND HANGER BRACKET -SEE ARCH.

FIN. SECOND FLOOREL. = 116'-0"

EL. = 109'-6"

BULKHEADEL. = 109'-0"

5"

3/16 2-12

* EACHEND


W BEAM

BENT PL 1/4" x CONT.(ONE EACH SIDE)

* SLABOVERHANG -SEE PLAN

SLABOVERHANG -SEE PLAN

* 1/2"� DEFORMED BAR ANCHOR (DBA) @ 18"c/c

* PROVIDE DEFORMED BAR ANCHORS (DBA) WHEN SLAB OVERHANG EXCEEDS 8"

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE503

12/03

/08

12/03

/08

FRAM

ING

SECT

IONS

AND

DET

AILS

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 3/4" = 1'-0"2EXTERIOR BEAM SECTION ATWINDOW

SCALE: 1" = 1'-0"3FLOOR FRAMING AT TOP OFRETAINING WALL

SCALE: 1" = 1'-0"4BEAM FRAMING AT TOP OFRETAINING WALL

SCALE: 1" = 1'-0"5BEAM FRAMING INTO COLUMN ATTOP OF PIER

SCALE: 1/2" = 1'-0"6 FRAMING AT TOP OF AREAWAY

SCALE: NONE7 TYP. STEEL BEAM TO CONC. WALL

SCALE: 1 1/2" = 1'-0"8TYP. FLOOR/ROOF DECKCONSTRUCTION

SCALE: 3/4" = 1'-0"11EXTERIOR CHANNEL SECTION ATWINDOW

SCALE: 1" = 1'-0"9W30 OR W33 BEAM FRAMING ATCONC. WALL

SCALE: 1" = 1'-0"10 FRAMING AT CONCRETE WALL

SCALE: NONE1FRAMING DETAIL ATPERPENDICULAR DECK BEARING

MARK

DESC

RIPT

ION

DATE

APPR

.

SCALE: 1/2" = 1'-0"12 OPERABLE PARTITION BRACESCALE: NONE13SECTION THRU OVERHANGINGSLAB

DEMODEMO

5'-0" 5'-0"

10'-0

"

5"2'-3" 2'-3" 4"

1'-0"

2'-0"

8'-8"

8" 4'-4" 4'-4" 8"

2SE504

3SE504

1:121:12

2SE201

HSS 6x6

HSS 4x4

2" STANDING SEAMROOF DECK

2'-0" DIA CONCRETEENCASEMEMNT

TOC EL=100'-0"

CONCRETE SIDEWALKEL=VAR.

2'-0"x2'-0"PIER W/8-#6 VERT(90 DEG HOOK AT BOT)AND 4-#3 TIES(3 PER SET)

3'-0"x3'-0"x1'-0"FOOTING W/4-#4 EA WAY BOTON 5 FT STRUCTURAL FILL(EXTEND 5 FT BEYOND EDGEOF FOOTING)

TOP OF FTG.EL. = 97'-0"

(NOT INCLUDED INTHIS PACKAGE)

E.J. (TYP)

1/4"

(1/4)

(1/4) 2

SEAL

SEAL

SEAL

CAP PL 1/4"TYP ALL HSSOPEN ENDS

HSS 6x6

HSS 4x4

HSS 6x6

2" STANDING SEAMROOF DECK(NOT INCLUDED INTHIS PACKAGE) (1/4) 2

(1/4")SEAL

HSS 6x6

HSS 4x4

2" STANDING SEAMROOF DECK(NOT INCLUDED INTHIS PACKAGE)

6"

10"

5/16 16

5/16 6

5/16 8

5/16

PL 1/2"

HSS-BRACE

W-BEAM SEE PLAN

COLUMN - SEE SCHEDULE

SEE

PL 1/2" PL 1/2"

PL 1/2"

2SE202

6" 8"

5/16 8TYP

5/16 6TOP & BOT

WEB TO WEB

(1/2)

(3/8)

5/16 8TYP

5/16 6TOP & BOT

WEB TO WEB

(1/2)

CJP

PL 1/2"CUT FROM W12x652'-6" LONG

W12 COLUMN

W24 BEAM

SHEAR TAB - SEE

W24 BEAM

1SE202

CUT FROM W12x652'-6" LONG

W12 COLUMN

W24 BEAM

SHEAR TAB - SEE

W24 BEAM

1SE202

AT TOP FLANGE AT BOTTOM FLANGE

W24 BEAM

PL 1/2"

W24 BEAM

5/16 6 HSS-BRACE

PL 1/2"@ HSS CL


147' - 7 1/4"

TOStair156' - 7"


F.7F

F.6

7SE504

SE5044

SE5044

SIM.

SIM.REV.

SE5045


147' - 7 1/4"

TOStair156' - 7"


2 3 41.8

6SE504

SE5044

SE5044 SIM.

REV.SE504

5

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE504

12/03

/08

12/03

/08

FRAM

ING

SECT

IONS

AND

DET

AILS

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 1/4" = 1'-0"1 SECTION THRU CANOPYSCALE: 1" = 1'-0"2 CANOPY EAVE FRAMING DETAIL

SCALE: 1" = 1'-0"3 CANOPY RIDGE FRAMING DETAILSCALE: 1" = 1'-0"4BEAM FRAMING/BRACE DET. ATHIGH ROOF

SCALE: 1" = 1'-0"5 MOMENT CONNECTION

SCALE: 1/8" = 1'-0"6 X-BRACING ELEVATIONSCALE: 1/8" = 1'-0"7 X-BRACING ELEVATION

MARK

DESC

RIPT

ION

DATE

APPR

.

SCALE: 1" = 1'-0"8 X-BRACE CONN. AT MID-SPAN

DEMODEMO

*8"

1_2"

10"

8"

5"

33_4" 33_

4"

3'-0"

4'-0"

4SE202

3/16

5/16

FACE OF CONC. WALL

TOP OF CONC. WALLAT SIM. TO FIN. FLOOR

EL. - SEE PLAN

W BEAM

12" CONC. WALL REINF.AS PER 4

SE202

STIFF. PL 3/8"(ONE EACH SIDE)


EMBED PL 1/2"x6"x1'-0"w/2-5/8" DIA. x 4" LONGHEADED STUDS @ 6"c/c

**#8 EACH FACE

**#4 CLOSED TIES

**#6 FRAMING BAREACH FACE

**#8 ANCHOR BAR

** FOR COMPLETE DETAIL REFER TO FIGURE R11.9.2 AND FIGURE R11.9.6 IN ACI 318-05

*VARIES

1'-4"

10"

5"

3'-0"

4'-0'

SEEPLAN

1/2 BEAM FLANGE PLUS 1"

4SE202

5/16 1-10

3/16

3/16

FACE OF CONC. WALL


EL. - SEE PLAN

W BEAM


SE202


EMBED PL 1/2"x12"x

w/4-5/8" DIA. x 4" LONGHEADED STUDS

1SE505

BEAM FLANGE WIDTH PLUS 2"

FOR HAUNCH REINF.SEE

STIFF. PL 3/8"EACH SIDE ATHAUNCH CL

BENT PL 1/4"x3"xVARIESx0'-9" LONG

EMBED PL 3/8"x4"x0'-10"w/2-5/8" DIA. x 4" LONGHEADED STUDS

*VARIES

1'-4"

10"

5"

SEEPLAN

1/2 BEAM FLANGE PLUS 1"

4SE202

FACE OF CONC. WALL


EL. - SEE PLAN

**W BEAM


SE202



SE505

DELETE STIFF. PL IFSHEAR TAB CONN. OCCURS

SHEAR TAB CONN.AS PER 1

SE202

INTERSECTINGW BEAM

** EXTEND W BEAM TO PICK UP INTERSECTING BEAM WHERE INDICATED ON PLAN * 8"

1_2"

10"

8"

5"

SEEPLAN

4SE202

FACE OF CONC. WALL


EL. - SEE PLAN

W BEAM


SE202



SE505

CL OF INTERSECTINGW BEAM

SHEAR TAB CONN.AS PER 1

SE202

1'-0" 3'-6"

1'-0"

5/16

T&B FLANGETO EMBED PL

4SE202

5SE202

16

W18

MC18

DOUBLE ANGLE CONN.AS PER 2

SE202

EMBED PL 5/8"x12"x2'-4"w/10-5/8" DIA. x 6" LONGHEADED STUDS

CONC. WALL

CMU WALLBELOW

1'-6"

5"

W - SEE PLAN

3" METAL FLOOR DECK -EITHER SPAN DIRECTION

EL. = 132'-0"FIN. FLOOR

ROOFINGAS PER ARCH.

B.L.

2" LT. WT. CONC. FILLAS PER 8

SE503

(NO BEAM AT SIM. TO)

W BEAM -SEE PLAN

1'-6"

103_8"

1" 4"1"43_

8"

91_2"

5"2'-

0"

81_2"

3/16

W BEAM

FACE OF BENT PL

B.L.


EL. VARIES -SEE PLAN


SE503

ROOFINGAS PER ARCH.

WINDOW SUPPORT FRAMING(NOT SHOWN) -SEE 8

SE501

3SE202

C6x8.2xCONT.

C4x5.4 @ 4'-0"c/cw/BASE PL 3/8"x4 1/2"x0'-11"

3-5/8" DIA. EXPN. ANCHS.@ 4"c/c (2 3/4" EMBED)

6'-0"

4'-0"

2'-0"

5"

1'-0"

5"

1'-8"VERIFY

w/ ARCH.

4SE202

8SE503

4SE202

BRICK AT SIM. TOAS PER 9

SE505

T.O.W.EL. = 154'-0"

CONC. ON METAL DECKAS PER



NO SLABAT SIM. TO

5"2'-

0"

1'-8"VERIFY

w/ ARCH.

5SE202

8SE503

* T.O.W.EL. = 154'-0"


12" CMU

#5@24"c/c VERT. E.FIN FULLY GROUTED CELLS

12" CMU2-#5 T&B CONT.

* EL. = 160'-0" AT SIM. TO

5"2'-

0"

6"

3" 3"

3SE202

3/16

W BEAM

SKYLIGHTAS PER ARCH.

3" METAL FLOOR DECK -


SE503

ROOFINGAS PER ARCH.

C6x8.2xCONT.

C4x5.4 @ 4'-0"c/cw/BASE PL 3/8"x4 1/2"x0'-11"


1'-6"

2'-0"

5"

11_2"

W BEAM - SEE PLAN


EL. = 148'-0"FIN. FLOOR

ROOFINGAS PER ARCH.

B.L.


SE503

(NO BEAM AT SIM. TO)

8" CMU WALL(OR 8" CONC.AT CONTRS. OPTION)

#4@24"c/cDOWELS

W BEAM -SEE PLAN

1'-8"

8" 1'-0"

5"

1'-8"(1'-47_

8" AT SIM. TO)

4SE202

8SE503

4SE202

SIM. TOREV.



B.L.(FACE OF BRICK)

W8

FIN. FL.EL. = 148'-0"

SIM.TO

1'-71_2"

1'-5"

1" 11"

1'-4"

5"2'-

0"

4"1"

31_2"

3/16

W BEAM

FACE OF BENT PL

B.L.


EL.= 164'-0"


SE503

ROOFINGAS PER ARCH.

3SE202

C6x8.2xCONT.

C4x5.4 @ 4'-0"c/cw/BASE PL 3/8"x4 1/2"x0'-11"


5/16

BASE PL 1/2"x10"x1'-0"W/ 4-3/4" DIA A325-N

SCHEDULED COLUMN

W-BEAM SEE PLAN

2-STIFF PL 5/8"EA SIDE OF FLANGE

BOLTSWELDS AS PERSTEEL COLUMN SCHEDULE

TYP.

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE505

12/03

/08

12/03

/08

FRAM

ING

SECT

IONS

AND

DET

AILS

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

SCALE: 3/4" = 1'-0"1BEAM BEARING DETAIL ATCONCRETE WALL





MARK

DESC

RIPT

ION

DATE

APPR

.

SCALE: 1" = 1'-0"6THIRD FLOOR/LOW ROOFFRAMING

SCALE: 1" = 1'-0"7 TYP. PARAPET DETAILSCALE: 1/2" = 1'-0"8STAIR TOWER PARAPET (CONC.WALL)

SCALE: 1/2" = 1'-0"9STAIR TOWER PARAPET (CMUWALL)

SCALE: 1" = 1'-0"10 FRAMING AT SKYLIGHT SUPPORTSCALE: 1" = 1'-0"11PENTHOUSE BASE FLOORFRAMING

SCALE: 1" = 1'-0"12 ROOF FRAMING AT STAIR TOWERSCALE: 1" = 1'-0"13 PENTHOUSE PARAPET FRAMING

SCALE: 1" = 1'-0"14COLUMN BASE DETAIL (BEARINGON BEAM)

DEMODEMO

1'-0"

5"

5"33 _ 4"

3/16

TYP. FLOOR CONSTRUCTIONAS PER 8

SE503

EDGE OF SLAB AT SIM. TOSEE 1

SE506

W BEAM


POUR STOP (IF REQD.)BY METAL DECK MFR.

L8x4x1/2 (LLH)x CONT.

3 3/4" TOPPINGAROUND DEPRS.

BEND REBARS

5"33 _ 4"

1/4 2-12TYP. FLOOR CONSTRUCTIONAS PER 8

SE503

W27


SHEAR TAB CONN. -SEE 1

SE202

BENT PL 1/4"xCONT.("U" SHAPE)

W24

W24

5"33 _ 4"

1/4 2-12TYP. FLOOR CONSTRUCTIONAS PER 8

SE503

W24


BENT PL 1/4"xCONT.("U" SHAPE)

3"3"

33 _ 4"5"

6"

5"33 _ 4"

3SE506

1/4


SE503



W24

BENT PL 1/4"("U" SHAPE)

BENT PL 1/4"xCONT.("Z" SHAPE) -

FIELD WELD TO BEAMBEYOND (TO BEAM WEB)

AT SIM. TO CONDITION,

33_4" DEEP x

15" SLAB DEPR.(VERIFY)

33 _ 4"5"


SE503



1'-71_2"

103_8"

1" 4"1"43_

8"

91_2"

5"2'-

0"

81_2"

91_8"

1'-6"

3/16

W BEAM

FACE OF BENT PL

B.L.

3" METAL FLOOR DECK -

EL. = 132'-0"

AS PER 8SE503

ROOFINGAS PER ARCH.

3SE202

C6x8.2xCONT.

C4x5.4 @ 4'-0"c/cw/BASE PL 3/8"x4 1/2"x0'-11"



HORIZONTAL FINAS PER ARCH. DETAILS

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

MG

TWH

JAW

MG

SE506

12/03

/08

12/03

/08

FRAM

ING

SECT

IONS

AND

DET

AILS

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICCl

ient N

ame

MARK

DESC

RIPT

ION

DATE

APPR

.

SCALE: 3/4" = 1'-0"1 1/SE506SCALE: 3/4" = 1'-0"2 DEPRESSED GIRDER CONN.

SCALE: 3/4" = 1'-0"3BENT PLATE ON DEPRESSEDBEAM

SCALE: 3/4" = 1'-0"4 SLAB DEPRESSION DETAILSCALE: 1 1/2" = 1'-0"5 SLAB DEPRESSION DETAIL

SCALE: 1" = 1'-0"6ROOF PARAPET AT CONNECTINGCORRIDOR ROOF

DEMODEMO

E

ELEV. P-1101

ELEV. P-2102

4AE401

11

5AE401

3'-0 5

/8"CL

EAR

HOIS

TWAY

6'-11

"

CLEAR HOISTWAY17'-0" 2'-6"

1'-7" 5'-2" R.O. 3'-6" 5'-2" R.O. 1'-7"

SUMP PIT

2'-5"CLEAR OPENING

3'-6" 5'-2"CLEAR OPENING

3'-6" 2'-5"

LADDER

E

ELEV. P-1101

ELEV. P-2102

4AE401

11

5AE401

3'-0 5

/8"CL

EAR

HOIS

TWAY

6'-11

"

1'-7" 5'-2" R.O. 3'-6" 5'-2" R.O. 1'-7" 2'-6"

AE4018

AE4018

10"CLEAR OPENING

3'-6" 10" 10"CLEAR OPENING

3'-6" 10"

CLEAR HOISTWAY17'-0" 2'-6"

E

ELEV. P-1101

ELEV. P-2102

4AE401

11

5AE401

CLEAR HOISTWAY17'-0"

2'-6"

3'-0 5

/8"CL

EAR

HOIS

TWAY

6'-11

"

AE4018

3 5/8" METAL STUDS @ 16" O.C.W/ BATT INSULATION (TYP)

5/8" GWB (TYP)

12" CONCRETE,SEE STRUCTURAL DRAWINGS (TYP)

1'-7" 10"CLEAR OPENING

3'-6" 10" 3'-6" 10"CLEAR OPENING

3'-6" 10" 1'-7" 2'-6"

5'-2" R.O. 5'-2" R.O.

LEVEL 1100'-0"

LEVEL 3132'-0"

LEVEL 2116'-0"

ROOF LEVEL148'-0"

E

STEEL SAFETY BEAM,SEE STRUCTURAL DRAWINGS

AE4019

AE4019

AE4019

AE4016

5AE401

CLEAR HOISTWAY6'-11" 3'-0 5/8"

3'-6"

AE4017

AE4017

16'-0

"16

'-0"

16'-0

"

PIT LADDER SEEDETAIL 10/AE402

14'-8

"14

'-0"

4'-0"

1'-0"

SUMP PIT

ROOF ASSEMBLYTPO ROOFING MEMBRANECOVER BOARDTAPERED ROOF INSULATION

STRUCTURAL CONCRETE

3 5/8" METAL STUDS@ 16" O.C.W/ BATTINSULATION

5/8" GWB

CONCRETE SLAB,SEE STRUCTURALDRAWINGS

VOID FORM,SEE STRUCTURALDRAWINGS

VAPOR BARRIEROVER GRANULARFILL, SEE STRUCTURALDRAWINGS

GRADE BEAM,SEE STRUCTURALDRAWINGS

1'-10

"7'-

0" C

LEAR

1'-10

"7'-

0" C

LEAR

1'-10

"7'-

0" C

LEAR

LEVEL 1100'-0"

LEVEL 3132'-0"

LEVEL 2116'-0"

ROOF LEVEL148'-0"

4AE401

11

GUIDE RAILS

GUIDE RAILBRACKET, TYP.

16'-0

"16

'-0"

16'-0

"

STEEL SAFETY BEAM

STRUCTURALCONCRETE

3 5/8" METAL STUDS@ 16" O.C. W/BATT INSULATION

5/8" GWB

CONCRETE SLAB, SEESTRUCTURAL DWGS

GRADE BEAM, SEESTRUCTURAL DWGS

VAPOR BARRIER OVERGRANULAR FILL, SEESTRUCTURAL DWGS

VOID FORM, SEESTRUCTURAL DWGS

2'-6"CLEAR HOISTWAY

17'-0"

BUFFER

SUMP PIT

7'-0"

DOOR

OPEN

ING

SILL GUIDE TRACK BYELEVATOR MANUFACTURER

STEEL SILL SUPPORT BYELEVATOR MANUFACTURERFASTENED TO FLOOR EDGEBY CONTRACTOR

REINFORCED CAST-IN-PLACECONCRETE FOUNDATION, SEESTRUCTURAL DRAWINGS

CONCRETE SOG

FLOOR FINISHAS SCHEDULED

SILL GUIDE TRACK BYELEVATOR MANUFACTURER

STEEL SILL SUPPORT BYELEVATOR MANUFACTURERFASTENED TO FLOOR EDGEBY CONTRACTOR

BENT PLATE FLOOR EDGE,SEE STRUCTURAL DRAWINGS

CONCRETE FILL OVERMETAL DECK, SEE STRUCTURALDRAWINGS

4" C-H STUDS W/ 2 LAYERS5/8" FIRE RATED GWB AND 1"GYPSUM LINER PANELACOUSTICAL BATT INSULATION

FLOOR FINISH AS SCHEDULEC

7'-0"

DOOR

OPEN

ING

ELEVATOR DOORS BYELEVATOR MANUFACTURER

3 5/8" METALS STUDS

5/8" GWB

12" CONCRETE

1" GYPSUM LINER PANEL

1" GYPSUM LINER PANEL

5/8" FR GWB

3 5/8" METAL STUD

12" CONCRETE

METAL DOOR FRAMEBY MANUFACTURER

ELEVATOR DOORS BYELEVATOR MANUFACTURER

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

C:\ft carson\FTC_ARCH_LOCALTJG.rvt 12/3/2008 8:57:30 AM

As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

SRL

AOS/

NB

TJG/

CHR

AOS

AE401

12.03

.08

12.03

.08

LARG

E SC

ALE

PLAN

S @

ELE

VATO

RS P

-1 A

NDP-

2

PN: 6

4123

/ 688

71FY

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RAC

SOLD

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ICU.

S. A

RMY

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NEER

DIS

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OF E

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OMAH

A DI

STRI

CT

SCALE: 1/4" = 1'-0"1 LARGE SCALE PLAN LEVEL 1 ELEVATORS P-1 AND P-2



SCALE: 1/4" = 1'-0"4 SECTION @ ELEVATORS P-1 AND P-2SCALE: 1/4" = 1'-0"5 LONG. SECTION @ ELEVATORS P-1 AND P-2

SCALE: 1 1/2" = 1'-0"6 ELEVATOR SILL AT PIT DETAIL

SCALE: 1 1/2" = 1'-0"7 ELEVATOR SILL

SCALE: 1 1/2" = 1'-0"8 ELEVATOR JAMB DETAIL

SCALE: 1 1/2" = 1'-0"9 ELEVATOR HEAD DETAIL

PACK

AGE

2: IN

TERI

M DE

SIGN

SUB

MITT

AL10

.06.20

08PA

CKAG

E 2:

FINA

L DES

IGN

SUBM

ITTA

L11

.14.20

08

2'

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

0 2' 4'

MARK

DESC

RIPT

ION

DATE

APPR

.

PACK

AGE

2: IS

SUED

FOR

CON

STRU

CTIO

N12

.03.20

08

DEMODEMO

2

4AE402

F.7

1.85

AE402

ELEV. S-1103

LADDER

SUMP PIT

6"

7 1/2"5'-10 1/2" 4'-5 3/4"

1'-6"

CLEA

R HO

ISTW

AY7'-

5"

2'-6"

CLEA

R OP

ENIN

G4'-

0"

1"5'-

8" R

.O.

1'-8"

1'-1 1/4"

CLEAR HOISTWAY11'-5 7/8"

2

4AE402

F.7

1.8

5AE402

ELEV. S-1103


1'-6"

CLEA

R HO

ISTW

AY7'-

5"

1"10

"CL

EAR

OPEN

ING

4'-0"

10"

1'-8"

5'-8"

R.O

.

3 1/8" 6'-6" 4'-5 7/8"

1'-1 1/4"

2

4AE402

F.7

1.8

1'-1 1/4"

5AE402

ELEV. S-1103

1'-6" 1"

10"

CLEA

R OP

ENIIN

G4'-

0"10

"1'-

8"

1'-7"

5'-8"

R.O

.

1'-6"

CLEA

R HO

ISTW

AY7'-

5"

3 1/8"6'-6" 4'-5 7/8"


LEVEL 1100'-0"

LEVEL 3132'-0"

LEVEL 2116'-0"

ROOF LEVEL148'-0"

PENTHOUSE ROOF164'-0"

21.8

14'-0

"

5AE402

3'-6"

AE4029

AE4028

AE4028

AE4026

AE4026

AE4026

16'-0

"16

'-0"

16'-0

"16

'-0"

4'-0"

14'-8

"

3'-0"

5'-10 1/2"

7'-0"

CLE

AR O

PENI

NG7'-

0" C

LEAR

OPE

NING

SUMP PIT

PIT LADDER

8'-10

" R.O

.8'-

10" R

.O.

7'-0"

CLE

AR O

PENI

NG

8'-10

" R.O

.

6'-6" 4'-5 7/8"

CLEAR HOISTWAY11'-7 3/4"

MECHANICALPENTHOUSE

4D400

1'-6"

STEEL SAFETY BEAM

LEVEL 1100'-0"

LEVEL 3132'-0"

LEVEL 2116'-0"

ROOF LEVEL148'-0"

PENTHOUSE ROOF164'-0"

4AE402

F.7 F.6

16'-0

"16

'-0"

16'-0

"16

'-0"

STEEL SAFETY BEAM

MECHANICALPENTHOUSE

4D400

1'-6"

7'-5"

GUIDERAIL BRACKET, TYP.

GUIDERAIL

BUFFER

SUMP PIT, COORDINATEWITH PLUMBING

2 1/2"

2" T

O

7'-0"

CLEA

ROP

ENIN

G

4" C-H STUDS WITH 2 LAYERS5/8" FIRE RATED GWB AND 1"GYPSUM LINER PANEL

ACOUSTICAL BATT INSULATION

1" GYPSUM LINER PANELS

METAL DOOR FRAME BYELEVATOR MANUFACTURER

ELEVATOR DOORS BY ELEVATORMANUFACTURER

4 5/8"

1" GYPSUM LINER PANELS

METAL DOOR FRAME BY ELEVATORMANUFACTURER

ELEVATOR DOORS BY ELEVATORMANUFACTURER

4" C-H STUDS WITH 2 LAYERS5/8" FIRE RATED GWB AND 1"GYPSUM LINER PANELACOUSTICAL BATT INSULATION

3/4"

2"4'-

0"CL

EAR

OPEN

ING

SILL GUIDE TRACK BY ELEVATORMANUFACTURER

STEEL SILL SUPPORT BYELEVATOR MANUFACTURERFASTENED TO FLOOR EDGE BYCONTRACTOR

BENT PLATE FLOOR EDGE, SEESTRUCTURAL DRAWINGS


CONCRETE FILL OVER METAL DECK

4" C-H STUDS WITH 2 LAYERS5/8" FIRE RATED GWB AND 1"GYPSUM LINER PANEL

ACOUSTICAL BATT INSULATION

STEEL BEAM

CENTERLINE OF BEAM6 1

/2"

SILL GUIDE TRACK BY ELEVATORMANUFACTURER

STEEL SILL SUPPORT BYELEVATOR MANUFACTURERFASTENED TO FLOOR EDGE BYCONTRACTOR

REINFORCED CAST IN PLACECONCRETE FOUNDATION, SEESTRUCTURAL DRAWINGS


CONC S.O.G.

6"1'-6"

4"7"

3/8" X 2 1/2" BAR BRACKETSSPACE @ 6'-0" c/c MAX.W/ 5/8" DIA. EXPANSION BOLTS(IN GROUT-FILLED CELLSIF ON MASONRY WALLS)

3/8" x 2 1/2" BARSTRINGERS - PUNCHFOR 3/4" DIA RUNGSAND WELDS RUNGS TOSTRINGERS

TOP & BOTTOM RUNGSAND BRACKETTS NOT TOEXCEED 16" FROM FLOOROR TOP OF OPENING

3/4" DIA BAR RUNGS

SPAC

E BA

R RU

NGS

EQUA

LLY

MAX

SPAC

ING

12"

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

Desig

ner

Chec

ker

Autho

r

Appr

over

AE402

12.03

.08

12.03

.08

LARG

E SC

ALE

PLAN

S @

ELE

VATO

R S-

1

PN: 6

4123

/ 688

71FY

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RAC

SOLD

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LY C

ARE

CLIN

ICU.

S. A

RMY

ENGI

NEER

DIS

TRIC

TCO

RPS

OF E

NGIN

EERS

OMAH

A DI

STRI

CT

SCALE: 1/4" = 1'-0"1 LARGE SCALE PLAN LEVEL 1 ELEVATOR S-1



SCALE: 1/4" = 1'-0"4 LONG. SECTION @ ELEVATOR S-1SCALE: 1/4" = 1'-0"5 SECTION @ ELEVATOR S-1

SCALE: 1 1/2" = 1'-0"6 ELEVATOR ENTRANCE HEAD DETAIL

SCALE: 1 1/2" = 1'-0"7 ELEVATOR ENTRANCE JAMB DETAIL

SCALE: 1 1/2" = 1'-0"8 ELEVATOR ENTRANCE SILL DETAIL

SCALE: 1 1/2" = 1'-0"9 ELEVATOR ENTRANCE SILL AT PIT DETAIL

SCALE: 6" = 1'-0"10 TYPICAL STEEL LADDER DETAIL

PACK

AGE

2: IN

TERI

M DE

SIGN

SUB

MITT

AL10

.06.20

08PA

CKAG

E 2:

FINA

L DES

IGN

SUBM

ITTA

L11

.14.20

08

2'

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

0 2' 4'

MARK

DESC

RIPT

ION

DATE

APPR

.

PACK

AGE

2: IS

SUED

FOR

CON

STRU

CTIO

N12

.03.20

08

DEMODEMO

UP

UP

DN

DN

16

A

4AE403

100'-0"

STAIR 31099C

4'-10" 13 TREADS AT 11" EA. @ 11'-11"

10'-0" 24'-8"

3'-0"

7'-0"11

'-6"

3'-0" 12'-10" 11'-10"7'-0"

5

AE408

16

A

4AE403

108'-0"

116'-0"

10'-0" 24'-8"

4'-11" 13 TREADS AT 11" EA. @ 11'-11" 4'-3"

STAIR 32099C

4'-3"

6 5/8"

4'-3"

11'-6

"

3'-0"

7'-0"

3'-0"

4'-4"

12'-10" 11'-10"7'-0"

1

AE408

B

16

A

4AE403

124'-0"

10'-0" 24'-8"

STAIR 33099C

4'-3"

6 5/8"

4'-3"

3'-0"

11'-6

"

4'-4"

4'-11" 13 TREADS AT 11" EA. @ 11'-11" 4'-3"

7'-0"

3'-0"

7'-0"

12'-10" 11'-10"

132'-0"

LEVEL 1100'-0"

LEVEL 3132'-0"

T.O. FOOTING96'-6"

LEVEL 2116'-0"

ROOF LEVEL148'-0"

GUARDRAIL VERTICALPOST, TYP.

GUARDRAIL, TYP.

HANDRAIL, TYP.

14 E

Q RI

SERS

@ 8

'-0"

14 E

Q. R

ISER

S @

8'-0

"14

EQ.

RIS

ERS

@ 8

'-0"

3'-2"

2'-10

" TO

3'-6"

(TY

P)

VERTICAL PICKETS

AE4082

AE4084

AE4083

AE4083

3'-2"

2'-10

" TO

3'-6"

(TY

P)

3'-2"

2'-10

" TO

3'-6"

(TY

P)

16'-0

"16

'-0"

16'-0

"

AE4087

AE4087


PREFINISHED METAL COPING

EXTERIOR WALL ASSEMBLY@ STAIR TOWERS8"x8" BRICK STACK BOND2" AIR SPACE2" RIGID INSULATIONAIR INFILTRATION BARRIERCMU/ CONCRETE WALL,SEE STRUCTURAL DRAWINGS

METAL COPING BEYOND

CEILING AS SCHEDULED

AE5042

AE5042

AE5041

CONCRETE SLAB,SEE STRUCTURAL DRAWINGS

GRADE BEAM,SEE STRUCTURAL DRAWINGS

VOID FORM,SEE STRUCTURAL DRAWINGS

VAPOR BARRIER OVERGRANULAR FILL

HORIZONTAL METAL FIN (TYP)

ALUMINUM CURTAINWALL SYSTEM (TYP)

SPANDREL PANEL (TYP)

1 5/8" METAL STUDS @ 16" O.C.

GRADE VARIES, SEE CIVIL DRAWINGS (TYP)

VENEER ANCHORS @ 16" O.C.

14 E

Q. R

ISER

S @

8'-0

"

24'-8"

AE4081

AE4083

A

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


1/4"

= 1'

-0"

FORT

CAR

SON,

COL

ORAD

O

Desig

ner

Chec

ker

Autho

r

Appr

over

AE403

12.03

.08

12.03

.08

LARG

E SC

ALE

PLAN

S AN

D SE

CTIO

N @

STA

IR 3

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

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FAMI

LY C

ARE

CLIN

ICU.

S. A

RMY

ENGI

NEER

DIS

TRIC

TCO

RPS

OF E

NGIN

EERS

OMAH

A DI

STRI

CT

SCALE: 1/4" = 1'-0"1 LARGE SCALE PLAN LEVEL 1 @ STAIR 3



SCALE: 1/4" = 1'-0"4 SECTION @ STAIR 3

PACK

AGE

2: IN

TERI

M DE

SIGN

SUB

MITT

AL10

.06.20

08PA

CKAG

E 2:

FINA

L DES

IGN

SUBM

ITTA

L11

.14.20

08

2'

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

0 2' 4'

MARK

DESC

RIPT

ION

DATE

APPR

.

PACK

AGE

2: IS

SUED

FOR

CON

STRU

CTIO

N12

.03.20

08

DEMODEMO

UP

UP

DN

DN

UP

UP

DN

DN

16

H

100'-0"

4'-10"

STAIR 41099D

4AE403

(REV)

24'-8"

12'-8

"

3'-0" 7'-0"7'-

0"3'-

0"

11'-6

"

5

AE408

14'-5" 10'-3"

7'-9"

16

H

116'-0"

108'-0"

4'-11" 13 TREADS AT 11" EA. @ 11'-11"

STAIR 42099D

4AE403

(REV)

4'-4"

4'-3"

4'-3"

6 5/8"

4'-3"

24'-8"

12'-8

"11'-6

" 7'-0"

3'-0"

3'-0" 7'-0" 14'-5" 10'-3"

1

AE408

B(REV)

16

H

132'-0"

124'-0"

4'-11" 13 TREADS AT 11" EA. @ 11'-11"

STAIR 43099D 4'-

3"6 5

/8"4'-

3"

4AE403

(REV)4'-4"

4'-3"

24'-8"

12'-8

"

3'-0" 7'-0"

7'-0"

3'-0"

11'-6

"

14'-5" 10'-3"

5

A

100'-0"

STAIR 21099B

11'-6

"

3'-0"

7'-0"

4AE403

(REV)

24'-8"

7'-0" 3'-0"11'-10" 12'-10"

5

AE408 4'-10"

4'-3"

5

A

116'-0"

108'-0"STAIR 2

2099B 11'-6

"

3'-0"

7'-0"

24'-8"

11'-10" 12'-10" 7'-0" 3'-0"

4'-3"

6 5/8"

4'-3"

4AE403

(REV)

4'-3" 13 TREADS AT 11" EA. @ 11'-11" 4'-11"

4'-4"

1

AE408

B(REV)

5

A

132'-0"

124'-0"

STAIR 23099B

11'-10" 12'-10"

4'-3"

6 5/8"

4'-3"

11'-6

"

7'-0" 3'-0"

4AE403

(REV)

3'-0"

4'-4"

4'-3" 13 TREADS AT 11" EA. @ 11'-11" 4'-11"

24'-8"

7'-0"

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


1/4"

= 1'

-0"

FORT

CAR

SON,

COL

ORAD

O

Desig

ner

Chec

ker

Autho

r

Appr

over

AE404

12.03

.08

12.03

.08

LARG

E SC

ALE

PLAN

S @

STA

IRS

2 AND

4

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICU.

S. A

RMY

ENGI

NEER

DIS

TRIC

TCO

RPS

OF E

NGIN

EERS

OMAH

A DI

STRI

CT




SCALE: 1/4" = 1'-0"4 LARGE SCALE PLAN LEVEL1 @ STAIR 2



PACK

AGE

2: IN

TERI

M DE

SIGN

SUB

MITT

AL10

.06.20

08PA

CKAG

E 2:

FINA

L DES

IGN

SUBM

ITTA

L11

.14.20

08

2'

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

0 2' 4'

MARK

DESC

RIPT

ION

DATE

APPR

.

PACK

AGE

2: IS

SUED

FOR

CON

STRU

CTIO

N12

.03.20

08

DEMODEMO

UP UP DN

UP DN DN

3

H

4

J

5AE405

11'-5" 1'-3"

12'-8"

3'-6"

9'-6"

3'-0"

7'-0"

7'-0" 3'-0"

STAIR 51099E

11'-6

"

4'-3"

13 T

READ

S AT

11" E

A. @

11'-

11"

5

AE408

6'-10

"

100'-0"

4'-9 5

/8"

3

H

4

J

5AE405

116'-0"

108'-0"

7'-0" 3'-0"

3'-0"

7'-0"

STAIR 52099E

3'-6"

9'-6"

4'-4"

4'-3" 6 5/8" 4'-3"

11'-5" 1'-3"

12'-8"

11'-6

"

4'-3"

13 T

READ

S AT

11" E

A. @

11'-

11"

1

AE408

4'-10

5/8"

B

3

H

4

J

5AE405

132'-0"

124'-0"

STAIR 53099E

4'-3" 6 5/8" 4'-3"

11'-6

"

3'-0"

7'-0"

7'-0" 3'-0"

3'-6"

9'-6"

4'-4"

11'-5" 1'-3"

12'-8"

4'-3"

13 T

READ

S AT

11" E

A. @

11'-

11"

4'-10

5/8"

3

H

4

J

5AE405

148'-0"

140'-0"

STAIR 54099E

4'-3" 6 5/8" 4'-3"

11'-6

"

4'-4"

3'-6"

9'-6"

11'-5" 1'-3"

12'-8"

24'-8

"

4'-3"

13 T

READ

S AT

11" E

A. @

11'-

11"

3'-0"

7'-0"

4'-10

5/8"

1

AE408

B

LEVEL 1100'-0"

LEVEL 3132'-0"

T.O. FOOTING96'-6"

LEVEL 2116'-0"

ROOF LEVEL148'-0"

H J

14 R

ISER

S @

8'-0

"14

RIS

ERS

@ 8

'-0"

14 R

ISER

S @

8'-0

"14

RIS

ERS

@ 8

'-0"

14 R

ISER

S @

8'-0

"14

RIS

ERS

@ 8

'-0"

HANDRAIL (TYP)

GUARDRAIL (TYP)

GUARDRAIL VERTICALPOST (TYP)

AE4083

AE4083

AE4083

AE4084

AE4083

AE4083

3'-2"

2'-10

" TO

3'-6"

(TY

P)

3'-6"

(TY

P)3'-

2"2'-

10"

TO

3'-2"

2'-10

" TO

3'-6"

(TY

P)

3'-2"

2'-10

" TO

3'-6"

(TY

P)

3'-2"

2'-10

" TO

3'-6"

(TY

P)

16'-0

"16

'-0"

16'-0

"12

'-0"

EXTERIOR WALL ASSEMBLY@ STAIR TOWERS8"x8" BRICK STACK BOND2" AIR SPACE2" RIGID INSULATIONAIR INFILTRATION BARRIERCMU WALL,SEE STRUCTURAL DRAWINGS


PREFINISHED METAL COPING

CEILING AS SCHEDULED

VENEER ANCHORS @16" O.C.

3'-6"

AE4087

AE4087

AE4087

5/8" GWB OVER VAPORBARRIER

1 5/8" METAL STUDS@ 16" O.C.

GRADE BEAM,SEE STRUCTURALDRAWINGS

CONCRETE SLAB,SEE STRUCTURALDRAWINGS

24'-8"

AE4082

AE4081A

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


1/4"

= 1'

-0"

FORT

CAR

SON,

COL

ORAD

O

Desig

ner

Chec

ker

Autho

r

Appr

over

AE405

12.03

.08

12.03

.08

LARG

E SC

ALE

PLAN

S @

STA

IR 5

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICU.

S. A

RMY

ENGI

NEER

DIS

TRIC

TCO

RPS

OF E

NGIN

EERS

OMAH

A DI

STRI

CT

SCALE: 1/4" = 1'-0"1 LARGE SCALE PLAN LEVEL 1 @ STAIR 5 SCALE: 1/4" = 1'-0"2 LARGE SCALE PLAN LEVEL 2 @ STAIR 5

SCALE: 1/4" = 1'-0"3 LARGE SCALE PLAN LEVEL 3 @ STAIR 5SCALE: 1/4" = 1'-0"4 LARGE SCALE PLAN PENTHOUSE @ STAIR 5

SCALE: 1/4" = 1'-0"5 SECTION @ STAIR 5

PACK

AGE

2: IN

TERI

M DE

SIGN

SUB

MITT

AL10

.06.20

08PA

CKAG

E 2:

FINA

L DES

IGN

SUBM

ITTA

L11

.14.20

08

2'

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

0 2' 4'

MARK

DESC

RIPT

ION

DATE

APPR

.

PACK

AGE

2: IS

SUED

FOR

CON

STRU

CTIO

N12

.03.20

08

DEMODEMO

UP

UP

5 6 9

1AE407

2'-11

"6'-

6"

1'-8"

PHONE BOOTH

OPEN TO LEVEL 2 ABOVE

27'-4" 38'-8"

5

AE407

5

6

9

1AE407

5'-0" 13 TREADS AT 11" EA. @ 11'-11" 5'-0" 13 TREADS AT 11" EA. @ 11'-11" 1'-8"

2'-11

"6'-

6"

OPEN TO LEVEL 3 ABOVE

27'-4" 38'-8"

4

AE407

6

AE407

7

AE407

5 6 9

1AE407

13 TREADS AT 11" EA. @ 11'-11" 5'-0" 13 TREADS AT 11" EA. @ 11'-11" 5'-0" 13 TREADS AT 11" EA. @ 11'-11" 5'-0"

6'-6"

2'-11

"

1'-8"

11 TREADS AT 11" EA. @ 11'-11"

OPEN TO LEVEL 2 BELOW6

AE407

6

AE407

7

AE407

3

AE407

27'-4" 38'-8"

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


1/4"

= 1'

-0"

FORT

CAR

SON,

COL

ORAD

O

Desig

ner

Chec

ker

Autho

r

Appr

over

AE406

12.03

.08

12.03

.08

LARG

E SC

ALE

PLAN

S @

STA

IR 1

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICU.

S. A

RMY

ENGI

NEER

DIS

TRIC

TCO

RPS

OF E

NGIN

EERS

OMAH

A DI

STRI

CT

SCALE: 1/4" = 1'-0"1 ENLARGED PLAN LEVEL 1 @ STAIR 1



PACK

AGE

2: IN

TERI

M DE

SIGN

SUB

MITT

AL10

.06.20

08PA

CKAG

E 2:

FINA

L DES

IGN

SUBM

ITTA

L11

.14.20

08

2'

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

0 2' 4'

MARK

DESC

RIPT

ION

DATE

APPR

.

PACK

AGE

2: IS

SUED

FOR

CON

STRU

CTIO

N12

.03.20

08

DEMODEMO

LEVEL 1100'-0"

LEVEL 3132'-0"

LEVEL 2116'-0"

ROOF LEVEL148'-0"

579

14 E

Q. R

ISER

S @

8'-0

"14

EQ.

RIS

ERS

@ 8

'-0"

16'-0

"16

'-0"

16'-0

"

3'-6"

32'-9" 33'-3"

1'-8" 11 EQ. SPACES @ 63'-5" 11"

1'-8" 7 EQ. SPACES @ 28'-10"

1'-8" 5 EQ. SPACES @ 28'-10"

3'-6"

7 EQ. SPACES @ 29'-3" 1'-3"

2'-9"

AE4072

AE4072

AE4072

14 E

Q. R

ISER

S @

8'-0

"14

EQ.

RIS

ERS

@ 8

'-0"

(SIM)

EQEQEQEQEQEQEQEQEQEQEQ

EQEQEQEQEQ

EQEQEQEQEQ

5 EQ. SPACES @ 28'-10" (FIELD VERIFY)

EQEQEQEQEQEQEQ

3'-6"

(TY

P)

2'-10

" (T

YP)

3'-6"

(TY

P)

2'-10

" (T

YP)

STRINGER

GUARDRAIL (TYP)

HANDRAIL (TYP)

AE4072

EQEQEQEQEQEQEQ

6"4"

6"

3'-6"

(TY

P)

5"

PER CODE

5"

5"6"

2" DIA SSGUARDRAIL

CONNECTION BY STAIRMANUFACTURER (TYP)

1 1/2" DIASTEEL PIPE

CHANNEL

FINISHFLOOR

PREFABRICATEDRAILING SECTION

. .

CHANNEL

3 5/8" METAL STUDS@ 16" O.C.

5/8" GWB

5" COMPOSITE FLOOR,SEE STRUCTURAL DRAWINGS

*SEE DETAIL 2/ AE407 FORTYPICAL GUARDRAIL DIMENSIONS

5

PER CODE

5"(TYP)

5"

6"5"

4"6"

2'-10

" TO

3'-2

"

3'-6"

2'-10

" TO

3'-2

"

3'-6"

1'-3"2" DIA SSGUARDRAIL

1 1/2" DIA SSTL HANDRAIL

1 1/2" DIA STEEL PIPE

CONNECTION BYSTAIR MANUFACTURER

. .

*SEE DETAIL 2/AE407 FORTYPICAL GUARDRAIL DIMENSIONS

5" COMPOSITE FLOOR,SEE STRUCTURAL DRAWINGS

7

2'-9" 2'-3"

PER CODE

5"(TYP)

5"

2'-10

" TO

3'-2

"

3'-6"

3'-6"

2'-10

" TO

3'-2

"4"

4"

2" DIA SSGUARDRAIL

1 1/2" DIA SSHANDRAIL


CONNECTION BYSTAIRMANUFACTURER

. .

STRINGER

1'-8"

9

2" DIA SSGUARDRAIL



CONNECTION BY STAIRMANUFACTURER

1"

2'-10

" TO

3'-2

"

3'-6"

PER CODE

5"(TYP)

5"

4"6"

. .

5'-9"

2"9"

2'-10

" TO

3'-2

"

BEAM/ PLATE, SEESTRUCTURAL DRAWINGS

2" DIA SSGUARDRAIL



STAIRS AND STRINGERBEYOND

3'-6"

1/2"

5/8"6"

2"

STEEL CHANNEL ATPERIMITER OF ATRIUM

COMPOSITE FLOOR,SEE STRUCTURAL DRAWINGS

METAL STUD FRAMING

5/8" GWB

FINISH AS SCHEDULED

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

Desig

ner

Chec

ker

Autho

r

Appr

over

AE407

12.03

.08

12.03

.08

LARG

E SC

ALE

SECT

ION

@ S

TAIR

1

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICU.

S. A

RMY

ENGI

NEER

DIS

TRIC

TCO

RPS

OF E

NGIN

EERS

OMAH

A DI

STRI

CT

SCALE: 1/4" = 1'-0"1 SECTION @ ATRIUM STAIR 1

SCALE: 3/4" = 1'-0"2 TYPICAL GUARDRAIL ELEVATION

SCALE: 3/4" = 1'-0"3 DETAIL @ THIRD FLOOR LANDING

SCALE: 3/4" = 1'-0"4 DETAIL @ LANDINGSCALE: 3/4" = 1'-0"5 STAIR BASE @ ATRIUM STAIR

SCALE: 3/4" = 1'-0"6 SECTION @ STAIRSCALE: 1 1/2" = 1'-0"7 TYPICAL DETAIL @ PERIMITER OF ATRIUM

PACK

AGE

2: IN

TERI

M DE

SIGN

SUB

MITT

AL10

.06.20

08PA

CKAG

E 2:

FINA

L DES

IGN

SUBM

ITTA

L11

.14.20

08

2'

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

0 2' 4'

MARK

DESC

RIPT

ION

DATE

APPR

.

PACK

AGE

2: IS

SUED

FOR

CON

STRU

CTIO

N12

.03.20

08

DEMODEMO

2'-10

" TO

3'-2

"

3'-6"

4"7 1

/4"2 1

/2"

3 1/2"

MAX

, VAR

IES

(2 1/

2" M

IN, 4

" AT

LAND

ING

CONCRETE FILL OVER METAL DECKING

1/4" BENT STEEL PLATE FLOOR EDGE, SEESTRUCTURAL DRAWINGS

LANDING/ STRINGER/ TREAD/ RISER/ BASEFINISH WHERE OCCURS

MC STRINGER BY METAL STAIR MANUFACTURER

CONCRETE FILLED METAL PAN TREAD (ORLANDING) BY METAL STAIR MANUFACTURER

1/2" WIDE VERTICAL STEEL PICKETS AT 4"MAX. OC BY METAL STAIR MANUFACTURER

STAIR FLIGHT TOP TERMINATION WITHGUARDRAIL AND HANDRAIL BEYOND(SHOWN HALF-TONE)

1 1/2" OD HSS HANDRAIL BY METAL STAIRMANUFACTURER WHERE OCCURS

BENT STEEL PLATE RAIL BRACKET BYMETAL STAIR MANUFACTURER WELDEDTO VERTICAL POSTS

1 1/2" SQ HSS VERTICAL SUPPORT POSTSBY METAL STAIR MANUFACTURER

1 1/2" DIA HSS BOTTOM AND TOP RAIL BYMETAL STAIR MANUFACTURER

STEEL BEAM, SEESTRUCTURAL DRAWINGS

AT FLOOR EDGEA

AT MC STRINGERB

4'-3"

LANDINGEL= SEE STAIR SECTION

4"SEE

STAI

RSE

CTIO

N(7

" MAX

)

3" OR AS OTHERWISEDIMENSIONED

STEEL BEAM,SEE STRUCTURAL DRAWINGS

CONCRETE FILLED METAL PANTREAD BY METAL STAIR MANUFACTURER

1/4" BENT STEEL PLATE FLOOR EDGE,WHERE OCCURS, SEE STRUCTURALDRAWINGS

CONCRETE OVER METAL DECK


1" NOSING(TYP)

2" OR ASOTHERWISEDIMENSIONED

4"

2 1/2"

2"SEE STAIR PLAN11" (TYP TREAD)

1" NOSING (TYP)

3" OR AS OTHERWISE DIMENSIONED



STEEL LANDING, STRUCTURAL BYMETAL STAIR MANUFACTURER

CONCRETE FILLED METAL PANTREAD BY METAL STAIR MANUFACTURER

MC STRINGER BY METALSTAIR MANUFACTURER

2" SEE STAIR PLAN11" (TYP TREAD)

1" NOSING (TYP)

STAIR TREAD/ RISER/ STRINGERFINISH WHERE OCCURS

MC STRINGER BEYOND

CONCRETE FILLED METALPAN STAIR TREAD/ RISER (TYP)

CLIP ANGLE AT STAIRMANUFACTURER OPTION

1/4" STEEL PLATE WELDEDTO END OF STRINGER

L3x3x1/4 x 0'-3" LONGWELDED TO STRINGER,FASTEN TO FLOOR WITH1/2" DIA. EXPANSIONANCHOR AS REQUIRED

CONCRETE SLAB-ON-GRADE

STAIR TREAD/ RISER/ STRINGERFINISH WHERE OCCURS

CONCRETE FILLED METAL PANSTAIR TREAD (TYP)

MC STRINGER(ABOVE LANDING)

3/4" PAINT GRADE HDWD CAP,PAINT TO MATCH WALL COLOR

CASING BEAD

LANDING BEYOND

5/8" GWB OVER6" METAL STUDFRAMING

MC STRINGER(BELOW LANDING)

STAIRWIDTH

2'-10

" TO

3'-2

"

1'-0"

2'-10

" TO

3'-2

"

6"

4'-6" MAX

11"

6"

3 1/4"

WALL MOUNTED RAILBRACKETT BY METALSTAIR MANUFACTURER

1 1/2" OD x 14GA TUBING RAIL,BY METAL STAIR MANUFACTURER

WALL MOUNTED BRACKETTATTACHMENT, VARIES WITHWALL CONSTRUCTION

FACE OF FINISH WALL

5/8" GWB OVER 1 5/8" METAL STUDS


CONCRETE FILLED METAL PAN LANDINGBY METAL STAIR MANUFACTURER


MC STRINGER BY METAL STAIR MANUFACTURER

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02


As in

dicate

d

FORT

CAR

SON,

COL

ORAD

O

Desig

ner

Chec

ker

Autho

r

Appr

over

AE408

12.03

.08

12.03

.08

STAI

R DE

TAILS

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICU.

S. A

RMY

ENGI

NEER

DIS

TRIC

TCO

RPS

OF E

NGIN

EERS

OMAH

A DI

STRI

CT

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

SCALE: 1 1/2" = 1'-0"2 FLOOR EDGE AT STAIR FLIGHT(S)

SCALE: 1 1/2" = 1'-0"3 METAL PAN AT STAIR FLIGHT(S)

SCALE: 1 1/2" = 1'-0"4 STAIR TERMINATION DETAIL AT STARTER STRINGER

SCALE: 1 1/2" = 1'-0"5 STRINGER CLOSURE DETAIL

SCALE: 1/2" = 1'-0"6 WALL RAIL ELEVATION DETAIL

SCALE: 1 1/2" = 1'-0"7 METAL PAN AT STAIR FLIGHT @ WALL

PACK

AGE

2: IN

TERI

M DE

SIGN

SUB

MITT

AL10

.06.20

08PA

CKAG

E 2:

FINA

L DES

IGN

SUBM

ITTA

L11

.14.20

08

MARK

DESC

RIPT

ION

DATE

APPR

.

PACK

AGE

2: IS

SUED

FOR

CON

STRU

CTIO

N12

.03.20

08

DEMODEMO

DVDV

SD

SD

SD

SD

SD

SD

SD

SD

S

S

S

S S

SS

SS

DV

SS

6"ø

6"ø

4"ø

6"ø

4"ø

S

S

S

S

S

SS

DVDVDV

SS SS

SS

SS

S

4"ø 4"ø 4"ø 4"ø

6"ø 6"ø 6"ø 6"ø

4"ø4"ø4"ø4"ø4"ø4"ø

6"ø 6"ø 6"ø 6"ø

6"ø4"ø 4"ø 4"ø 4"ø

4"ø 4"ø 4"ø 4"ø4"ø 4"ø 4"ø

3"ø

3"ø

3"ø

3"ø 4"ø

4"ø

4"ø 4"ø

3"ø 3"ø

3"ø

3"ø

3"ø

4"ø

3"ø

3"ø

4"ø 3"ø3"ø 3"ø 3"ø

4"ø 4"ø

4"ø

4"ø 4"ø

4"ø

4"ø

4"ø

3"ø

4"ø

8"ø

4"ø

4"ø8"ø

8"ø 10"ø

6"ø

6"ø

10"ø10"ø

4"ø

6"ø

3"ø 3"ø

4"ø 3"ø 3"ø

8"ø

3"ø 4"ø

6"ø

6"ø

6"ø

6"ø

3"ø

3"ø

6"ø

4"ø

4"ø

6"ø

6"ø

6"ø

6"ø

6"ø

6"ø

6"ø

3"ø

6"ø

3"ø

4"ø

3"ø4"ø4"ø

4"ø

8"ø

3"ø

4"ø

SD

SD6"ø

6"ø

SS

WF

W

SD

SD

SD

SD

SDSD

SD

SD

SD

SD

SD

3"ø

3"ø

8"ø

S

SS

4"ø

6"ø

8"ø

8"ø

3"ø

3"ø

3"ø 3"ø

8"ø

8"ø

6"ø

8"ø 8"ø3"ø

6"ø

SD SD SD

4"ø

4"ø

6"ø

8"ø

S

S

4"ø

10"ø

6"ø

6"ø4"ø

6"ø

6"ø

6"ø

SD

SS

S

S

S

S

4"ø

4"ø

3"ø

4"ø 4"ø4"ø

4"ø4"ø

4"ø

3"ø

3"ø

4"ø

4"ø 4"ø

4"ø

4"ø4"ø

4"ø

4"ø

4"ø

4"ø

4"ø

6"ø

3"ø4"ø

6"ø

6"ø6"ø

6"ø

3"ø

4"ø

6"ø

4"ø

S

SD

SD

8"ø

8"ø 10"ø

3"ø

4"ø

6"ø

8"ø

3"ø

4"ø

6"ø

4"ø

3"ø

6"ø

6"ø

10"ø

3"ø

3"ø 3"ø 3"ø

4"ø

6"ø

6"ø

3"ø

3"ø

4"ø

4"ø

4"ø

4"ø

6"ø

3"ø3"ø

3"ø

6"ø 6"ø 6"ø

3"ø

6"ø

SD

SD

SDSD

SD

SS

S

SS SS

SS

SS

SS

SD

SD

SD

S

S

SS

S

SS

SS

S

DVDV

S

FD

UP

UPUP

FD

UP

UP

P L

A N

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C:\Documents and Settings mschock\My 12/1/2008 1:51:09 PM

MAR

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8'

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

0 8' 16'

PL101

DEMODEMO

6"ø

3"ø4"ø

6"ø

6"ø

3"S UPTO FD-2

3"S UPTO FD-1

4"S UPTO WC

4"S UPTO WC

3"S UPTO LAV

4"S UP TOSECONDFLOOR

6"SS UP

4"SUP

3"S UPTO SINK

4"UPTOFD-3

2-WAYGCO

FLCO

SD

2-WAYFLCO

2-WAYGCO

FLCO

IE=94'-2"

IE=94'-2"

3"ø

3"S UPTO FD-1

3"S UPTO LAV

3"S UPTO LAV

4"ø

6"ø

1/2"DCWTO TRAPPRIMER(TP-1)

3"S UPTO FD

1/2"DCW TOTRAP PRIMER(TP-1)

2"V UP

3"ø

3"ø 3"ø 3"ø

4"ø

2"V UP

4"S UP TOSECONDFLOOR

6"ø

6"ø

3"ø

3"ø

4"ø

4"ø

4"ø

4"ø

6"ø

6"ø 6"ø

SD

SD

SS

SS

SD

SD

SD

S

S

SS

S

P L

A N

N I

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A R

C H

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EST.

191

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te 1

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N

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

0 4' 8'

N

PL102

DEMODEMO

SD

SS

S

S

S

S

4"ø

4"ø

3"ø

4"ø 4"ø4"ø

4"ø4"ø

4"ø

3"ø

3"ø

4"ø

4"ø 4"ø

4"ø

4"ø4"ø

4"ø

4"ø

4"ø

4"ø

4"ø

4"ø

6"ø

6"ø

8"SS UPIE=96'-2 1/2"

6"SS UP

10" STORM DRAIN. PROVIDE2-WAY GRADE CLEANOUT.IE=5918..23 (95'-0")SEE PACKAGE #1 CIVILSHEETS FOR CONTINUATION.

3"S UP TO LAV

4"S UP TO WC

3"S UP TO LAV

4"S UP TO WC

3"UP

3"S UPTO LAV

4"S UP

4"S UP3"S UPTO LAV

3"S UPTOLAV'S

4"S UPTO WC'S

3"S UPTOLAV'S

3"S UP

3"ø

4"UPTO WC

4"ø

4"S UP

6"ø

4"ø

4"UPTOFLCO

3"S UPTOFLCO

S

SD

2-WAYGCO

2-WAYGCO

2-WAYGCO

IE=98'-1"

8"ø

8"ø 10"ø8"ø

3"S UP TO FD-1

3"S UP TO FD-1

1/2"CW1/2"CWFOR TRAPPRIMER(TYP)

2"VUP

3"S UPTO MS-1

3"S UP TO FD-11/2"CWFORTRAPPRIMER

3"S UP TO LAV3"ø

1/2"CWFORTRAPPRIMER

3"S UPTO UR-1

3"S UPTO FD-1

3"S UPTO FD-1

2"V

4"ø

6"ø

4"ø

4"S UP

3"S UPTO FD-1

3"ø

6"ø

6"ø

10"ø

3"ø3"ø

3"S UPTO LAV

3"ø

3"S UPTO LAV

6"ø

3"S UPTO LAV

3"ø

6"ø

SD

SD

SD

S

CONNECT 6" SUBSOIL DRAIN. TORETAINING WALL DRAIN SYSTEM.SEE PACKAGE #1 CIVIL SHEETSFOR CONTINUATION.

GCO

SS

SS

SS

SS

SS

S

P L

A N

N I

N G

A R

C H

I T

E C

T U

R E

E N

G I

N E

E R

I N

GI N

T E

R I

O R

S

EST.

191

5

730

Seco

nd A

venu

e So

uth,

Sui

te 1

100

Min

neap

olis

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N

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

0 4' 8'

N

PL103

DEMODEMO

DVDV

SD

S

S

S

S S

SS

SS

DV

SS

6"ø

6"ø

4"ø

6"ø

4"ø

S

S

S

DV

SS

4"ø 4"ø 4"ø 4"ø

6"ø 6"ø 6"ø 6"ø

4"ø4"ø4"ø4"ø4"ø

4"ø

3"ø

3"ø

3"ø

4"ø 3"ø3"ø 3"ø 3"ø

4"ø 4"ø

4"ø

4"ø 4"ø

4"ø

4"ø

4"ø

3"ø

4"ø

6"ø

6"ø

6"ø

3"ø

6"ø

6"ø

6"ø

6"ø

3"ø

3"ø

6"ø

6"ø

3"ø

6"SS UP

3"S UP

3"S UPTO LAV

3"S UPTO SINK

3"S UPTO LAV

4"S UP

6"ø

4"S UPTO WC

2"V UP4"S UP TO WC

3"S UP TO LAV

3"ø

3"S UPTO LAV 3"S UP

TO FD-1

4"S UPTO WC

4"ø

3"SUP

TIE IN LOCATIONFOR FLOOR DRAINSLOCATED IN FIREPUMP ROOM,MECHANICAL ROOMAND CHILLERSROOM

4"ø

4"ø

SD

SD6"ø

6"ø

SS

WF

W

4"W UPIE=5915.88

6"FW UPIE=5915.88

SD

SD

SD

SD

SD

SD

SD

SD

SD

4"UPTOF.C.O.

IE=94'-2"

IE=94'-2"

6" FIRE AND 4" DOMESTICWATER SEE PACKAGE #1 CIVILDRAWINGS FOR CONTINUATION

1 1 1 1 1 1

1 1

11 1 1

4"UPTOFD-3

SS

4"ø

4"UPTOFLCO

4"SD2-WAYFLCO

3"S UP TO FD-1

2"V UP1/2"CWFORTP-1

3"UPTO FD

8"ø

8"ø

6"ø

3"ø

GCO

SD

4"ø

4"ø

2-WAYG.C.O.

FLCO

CONNECT 6" SUBSOIL DRAIN TORETAINING WALL DRAIN

SYSTEM. SEE PACKAGE #1 CIVILDRAWINGS FOR CONTINUATION

6"ø

8"ø

3"S UPTO LAV

3"S UPTO LAV

3"S UPTO LAV

S

S

4"ø

3"S UPTO SINK 3"S UP

TO LAV

3"S UPTO LAV

3"S UPTO LAV

6"ø

6"ø4"ø

6"ø

4"S UPTO FLCO

DVDV

P L

A N

N I

N G

A R

C H

I T

E C

T U

R E

E N

G I

N E

E R

I N

GI N

T E

R I

O R

S

EST.

191

5

730

Seco

nd A

venu

e So

uth,

Sui

te 1

100

Min

neap

olis

, M

N

5540

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0 4' 8'

N

PL104

DEMODEMO

SD

SD

SD

SD

SD

SD

SD

S

S

SS

DVDV

SS

SS

SS

S

4"ø

6"ø 6"ø 6"ø 6"ø

6"ø4"ø 4"ø 4"ø 4"ø

4"ø 4"ø 4"ø4"ø 4"ø 4"ø

3"ø

3"ø 4"ø

4"ø

4"ø 4"ø

3"ø 3"ø

3"ø

3"ø

3"ø

4"ø

3"ø

8"ø

4"ø

4"ø8"ø

8"ø 10"ø

10"ø10"ø

4"ø

3"ø

4"ø 3"ø 3"ø

8"ø

3"ø 4"ø

4"ø

4"ø

6"ø

6"ø

6"ø

6"ø

6"ø

6"ø

6"SS UP

3"S UPTO LAV'S

4"S UPTO WC 4"S

UP TOWC

3"S UP TOMOP SINKS

4"S UP3"S UP TOURINAL'S

3"S UPTO LAV

4"S UPTO WC

8"SS UP

4"S UPTO WC'S

3"S UPTO LAV

3"S UPTOLAV'S

3"S UPTO LAV

3"S UP

3"S UPTO LAV

8" SANITARY DRAIN.PROVIDE 2-WAY GRADE CLEANOUT.IE=5916.23SEE PACKAGE #1 CIVIL SHEETS FOR CONTINUATION

3"S UP

4"ø

3"S UPTO SH-1

3"ø4"ø

4"S UPTO WC'S

3"S UP TO LAV'S

8"ø

3"ø

4"UP TO FLCO

SD

SD

10" STORM DRAIN.PROVIDE 2-WAY GRADE CLEANOUT.IE=5916.23SEE PACKAGE #1 CIVIL SHEETS FOR CONTINUATION4"S

UP TOFLCO

4"S UPTO FLCO

2"V UP

1 1 1 1 1

1 1 1 1

113"S UP

3"S UPTO LAV

3"ø

3"ø

8"ø

S

3"UPTO FD-1

2"VUP

4"S UPTO FLCO

3"S UPTO FD-1

1/2"CWFOR TP-1

3"S UP TO FD

1/2"CW FOR TP-1

1/2"CW FOR TP-1

6"ø

8"ø

8"ø

1/2"CW FOR TP-1

3"ø

3"ø

3"S UP TO FD-1

2"VUP

3"S UP TO FD-12"VUP

2"VUP

3"ø 3"ø

1/2"CW FOR TP-1

3"S UPTO FD-1

1/2"CW FOR TP-1

8"ø 8"ø

6"ø

2-WAYGCO

SD SD

3"S UPTO LAV

3"S UPTO LAV

3"S UPTO LAV

3"S UPTO SINK

3"S UPTO SINK

10"ø

6"ø

6"ø

4"S UPTO FLCO

4"S UPTO FLCO

4"S UPTO FLCO

S

S

S

P L

A N

N I

N G

A R

C H

I T

E C

T U

R E

E N

G I

N E

E R

I N

GI N

T E

R I

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EST.

191

5

730

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nd A

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uth,

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te 1

100

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neap

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

0 4' 8'

N

PL105

DEMODEMO

PL601

10.2

2.20

08

09.2

4.20

08

PLU

MB

ING

SC

HE

DU

LES

SLM

JHF

CM

S

10.2

2.20

08

P L

A N

N I

N G

A R

C H

I T

E C

T U

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E N

G I

N E

E R

I N

GI N

T E

R I

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S

EST.

191

5

730

Seco

nd A

venu

e So

uth,

Sui

te 1

100

Min

neap

olis

, M

N

5540

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SATe

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D

C

B

A

AB C

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C:\Documents and Settings mschock\MyDocumentsrojects\003-10068-000\MEP

12/1/2008 1:51:09 PM

MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

DEMODEMO

UP

3 5 6 8

A

B

C

D

4 7 921

c

1a

d

e

f

1.5a 1.8

1 2 3 5 6 7 8 9

D

C

B

A

41.8

7

9

TYPICAL 6 TYPICAL

12

12

13

12 12

5 TYPICAL

15

13

1 4" UNDERGROUND CONDUIT CONTAINING (3)-1" INNERDUCTSWITH PULL STRINGS FOR TEL/DATA.

RUN CONDUIT TO PULL BOX MOUNTED ABOVE GRADE ONEXTERIOR WALL OF EXISTING HOSPITAL. CORE DRILL INTOCEILING SPACE OF SERVICE LEVEL RM 0701.

CORE DRILL INTO FLOOR SLAB ABOVE RM 0701 CEILING INTOEXISTING TR 1534.

CONCRETE ENCASED GROUNDING ELECTRODE IN FOUNDATIONPER NEC 250.52.

CONDUIT STUBBED UP ABOVE FINISHED FLOOR.

PROVIDE BARE COPPER #4/0 COUNTERPOISE BELOW GRADEAROUND PERIMETER OF BUILDING. RUN CABLE 36" BELOWGRADE AND 48" FROM EDGE OF FOUNDATION.

PROVIDE 3/4" X 10' GROUND RODS AT ALL CORNERS AND ONMAXIMUM 60' CENTERS AND BOND WITH EXOTHERMIC WELDS.

3/4" UNDERGROUND CONDUIT FOR POWER TO DENTAL CHAIRS.

2 1/2" UNDERGROUND CONDUIT FOR POWER PANEL RISERS

1" UNDERGROUND CONDUIT FOR MISC. SYSTEMS TO RECEPTIONDESK.

3/4" UNDERGROUND CONDUIT FOR POWER TO RECEPTION DESK.

1" UNDERGROUND CONDUIT FOR F/A - MASS NOTIFICATION.

3/4" UNDERGROUND CONDUIT FOR F/A - MASS NOTIFICATION.

1" UNDERGROUND CONDUIT FOR NURSE CALL.

3/4" UNDERGROUND CONDUIT FOR F/A MASS NOTIFICATION.ROUTE TO PULL BOX ON EXTERIOR WALL OF HOSPITAL ANDCORE DRILL INTO CEILING SPACE OF EXISTING ROOM 0105 INSERVICE LEVEL OF HOSPITAL.

1 1/2" UNDERGROUND CONDUIT FOR LIFE SAFETY PANEL FEEDER.TURN CONDUIT UP TO PULL BOX ON FACE OF BUILDING OUTSIDEOF ROOM 0701 THEN CORE DRILL THROUGH WALL.

2 1/2" UNDERGROUND CONDUIT FOR CRITICAL PANEL FEEDER.TURN CONDUIT UP TO PULL BOX ON FACE OF BUILDING OUTSIDEOF ROOM 0701 THEN CORE DRILL THROUGH WALL.

2

3

4

5

KEYED NOTES:

1. MULTIPAIR CABLE AND O. F. WILL BE SPECIFIED UNDER FUTURE BIDPACKAGE.

2. FLOOR PENETRATIONS ARE SHOWN FOR REFERENCE ONLY.COORDINATE EXACT LOCATIONS WITH EQUIPMENT BEING SERVED.

3. INTERIOR WALLS ARE PART OF A FUTURE BID PACKAGE AND ARESHOWN FOR REFERENCE ONLY.

GENERAL NOTES:

6

7

8

9

10

11

12

13

14

15

16

17

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E

C:\Documents and Settings\wefichter\MyDocuments\PROJECTS\003-10068-000\MEP\FTC-MEP_LOCAL_wefichter.rvt

12/2/2008 3:48:18 PM

1/8"

= 1'

-0"

FORT

CAR

SON,

COL

ORAD

O

JKN

JKN

WEF

Appr

over

E101

12/03

/08

12/03

/08

FOUN

DATI

ON E

LECT

RICA

L PLA

N AR

EA B

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICU.

S. A

RMY

ENGI

NEER

DIS

TRIC

TCO

RPS

OF E

NGIN

EERS

OMAH

A DI

STRI

CT

SCALE: 1/8" = 1'-0"FOUNDATION ELECTRICAL PLAN AREA B1

4'

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

0 4' 8'

NTRUENORTH

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

UP

10 12 14 16

A

B

C

D

9 1311 14.8 17 18

CA.1 CA.2 CA.3

159 10 11 12 13 14 15 16 17 18

D

C

B

A

C.8

CA.1 CA.2 CA.3

14.8

6

7

9

TYPICAL

TYPICAL

5 TYPICAL

12

9


















2

3

4

5

KEYED NOTES:




GENERAL NOTES:

6

7

8

9

10

11

12

13

14

15

16

17

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


12/2/2008 3:48:47 PM

1/8"

= 1'

-0"

FORT

CAR

SON,

COL

ORAD

O

JKN

JKN

WEF

Appr

over

E102

12/03

/08

12/03

/08

FOUN

DATI

ON E

LECT

RICA

L PLA

N AR

EA C

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICU.

S. A

RMY

ENGI

NEER

DIS

TRIC

TCO

RPS

OF E

NGIN

EERS

OMAH

A DI

STRI

CT

SCALE: 1/8" = 1'-0"FOUNDATION ELECTRICAL PLAN AREA C1

4'

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

0 4' 8'

NTRUENORTH

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

UP

3 5 6 8

E

F

G

H

4 7

J

21

1a2a

f1

g

h

j

k

l

1.5a

F.7F.6

1.8

0.7 0.9

E.8

F.1

1

2

3

5 6 7 8

J

H

G

F.7

F

E

F.6

41.8

0.7 0.8 0.9

F.1

E.8E.6

1

2

3

1

1

7

6-4"C TOTRANSFORMER PAD

5 TYPICAL

9

8 TYPICAL FOR 10(AREA D)

9

9

4

TYPICAL

6 TYPICAL

12

12

12

16

17


















2

3

4

5

KEYED NOTES:




GENERAL NOTES:

6

7

8

9

10

11

12

13

14

15

16

17

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


12/2/2008 3:48:59 PM

1/8"

= 1'

-0"

FORT

CAR

SON,

COL

ORAD

O

JKN

JKN

WEF

Appr

over

E103

12/03

/08

12/03

/08

FOUN

DATI

ON E

LECT

RICA

L PLA

N AR

EA D

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICU.

S. A

RMY

ENGI

NEER

DIS

TRIC

TCO

RPS

OF E

NGIN

EERS

OMAH

A DI

STRI

CT

SCALE: 1/8" = 1'-0"FOUNDATION ELECTRICAL PLAN AREA D1

4'

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

0 4' 8'

NTRUENORTH

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO

UP

UP

8 12 14 16

E

F

G

H

9 13

J

FF

EE

3a

F.7F.6

11 14.8 17 18

CA.1 CA.2 CA.3

E.4

E.7

15

8 9 10 11 12 13 14

15

16 17 18

J

H

G

F.7

F

E

F.6

CA.1 CA.2 CA.3

E.4

E.7

14.8

1

1

7

6

8 TYPICAL FOR 10(AREA D)

8 TYPICAL FOR 12(AREA E)

9

1

TYPICAL

TYPICAL

10

5 TYPICAL

12

12

11

12

12

14

9


















2

3

4

5

KEYED NOTES:




GENERAL NOTES:

6

7

8

9

10

11

12

13

14

15

16

17

P L

A N

N I N

GA

R C

H I T

E C

T U

R E

E N

G I N

E E

R I N

GI N

T E

R I O

R S

EST.

1915

730 S

econd A

venue

South

, Su

ite

1100

Min

nea

polis,

MN

55402-2

455 U

SATel

612-3

38-8

741 F

ax 6

12-3

38-4

840


MAR

KDE

SCRI

PTIO

NDA

TEAP

PR.

SHEETIDENTIFICATION

NUMBER

DESI

GNED

BY:

DWN

BY:

SUBM

ITTE

D BY

:

FILE

NAM

E:

SIZE

:PL

OT S

CALE

:

CKD

BY:

DATE

:

SOLI

CIAT

ION

NO:

CONT

RACT

NO:

FILE

NO: PL

OT D

ATE:

22x3

4

1

D

2 3 4 5

C

B

A

W91

28F-

07-R

-003

0

W91

28F-

08-C

-001

2

F550

-10-

02

AB C

D E


12/2/2008 3:49:11 PM

1/8"

= 1'

-0"

FORT

CAR

SON,

COL

ORAD

O

JKN

JKN

WEF

Appr

over

E104

12/03

/08

12/03

/08

FOUN

DATI

ON E

LECT

RICA

L PLA

N AR

EA E

PN: 6

4123

/ 688

71FY

08 B

RAC

SOLD

IER

FAMI

LY C

ARE

CLIN

ICU.

S. A

RMY

ENGI

NEER

DIS

TRIC

TCO

RPS

OF E

NGIN

EERS

OMAH

A DI

STRI

CT

SCALE: 1/8" = 1'-0"FOUNDATION ELECTRICAL PLAN AREA E1

4'

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

0 4' 8'

NTRUENORTH

MARK

DESC

RIPT

ION

DATE

APPR

.

DEMODEMO