CONSTRUCTION · mw -1 mw -2 mw -3 notes: 1. mw -x = masonry wall type x. 2. ms -x = metal stud wall...

These drawings are the property of the Architect. Bignell Watkins Hasser Architects P.C. Unauthorized reproduction for any purpose is an infringement upon copyright laws. Violators will be subject to prosecution by fullest extent of the law. Written dimensions on these drawings shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings.

Client:

Location:

Project:

Drawn by:

Project No: Date:

Professional CertificationI certify that theses documents were prepared or approved by me, and that I am a duly licensed engineer under the laws of the State of Maryland.License No. _______ Expiration Date ____________

ONE PARK PLACE SUITE 250 ANNAPOLIS, MARYLAND 21401

Maryland:MD Fax:

(301) 261-8228(410) 224-4443

Baltimore: (410) 841-6595Annapolis: (410) 224-2727

Website www.bigwaha.com

ARCHITECTCONTACT: GREG GILBERT, RA

MICHAEL MATULA

STRUCTURAL ENGINEERCENTURY ENGINEERING

10710 GILROY ROADHUNT VALLEY, MD 21031

TEL: (443) 589-2400CONTACT: RICHARD BEARD

MECHANICAL, ELECTRICAL& PLUMBING ENGINEER

CENTURY ENGINEERING


TEL: (443) 589-2400CONTACT: KENT HOFFMAN

ANDREW JUNMATT STEINER

BAY ENGINEERING INC.

2661 RIVA ROAD ANNAPOLIS, MD 21401

TEL: (410) 897-9290CONTACT: NELSON AROCHO

CIVIL ENGINEER

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CALVERT COUNTY -GENERAL SERVICES DIVISION

450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678

PRINCE FREDERICK VOLUNTEERFIRE STATION

S0.00

GENERAL NOTES

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

Revision Schedule

# Date Revision

(A) COLUMN ABOVE THAT STARTS ATTHIS LEVEL

AB ANCHOR BOLTADDL ADDITIONALADJ ADJUSTAFF ABOVE FINISHED FLOORALT ALTERNATEARCH ARCHITECTURAL

(B) COLUMN BELOW THAT STOPS AT THIS LEVEL

B/ BOTTOM OFBAL BALANCEBTWN BETWEENBLDG BUILDINGBLKG BLOCKINGBM BEAMBOD BOTTOM OF DECKBOT BOTTOMBP BASE PLATEBRG BEARINGBS BOTH SIDESBW BOTH WAYS

C/C CENTER TO CENTERCANT CANTILEVERCF CUBIC FEETCFMF COLD FORMED STEEL FRAMINGCIP CAST IN PLACECJ CONTROL JOINTCJP COMPLETE JOINT PENETRATION

WELD

℄, CL CENTERLINECLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUS

DBL DOUBLEDEMO DEMOLITIONDET DETAILDIA, Ø DIAMETERDIAG DIAGONALDIM DIMENSIONDN DOWNDWG DRAWINGDWL DOWEL

EA EACHEE EACH ENDEF EACH FACEEIFS EXTERIOR INSULATION & FINISH

SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATOREMB EMBEDMENTEOD EDGE OF DECKEOS EDGE OF SLABEQ EQUALEQUIP EQUIPMENTEW EACH WAYEXIST, EXG EXISTINGEXP EXPANSIONEXT EXTERIOR

FDN FOUNDATIONFF FINISHED FLOORFIN FINISHFL FULL LENGTHFLR FLOORFS FAR SIDEFT FEETFTG FOOTING

GA GAGEGALV GALVANIZEDGB GRADE BEAMGC GENERAL CONTRACTOR

(H) HANGER BELOWHORIZ HORIZONTALHP HIGH POINTHT HEIGHT

ID INSIDE DIAMETERIE INVERT ELEVATIONIN INCHINFO INFORMATIONINSUL INSULATIONINT INTERIORINV INVERT

JST JOISTJT JOINT

K KIPS(KB) KNEE BRACEKSF KIPS PER SQUARE FOOT(K) KICKER

L ANGLELB POUNDLEV LEVELLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLP LOW POINTLTWT LIGHTWEIGHTLW LONG WAY

MAS MASONRYMATL MATERIALMAX MAXIMUMMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMPC METAL PLATE CONNECTED

NF NEAR FACENIC NOT IN CONTRACTNOM NOMINALNS NEAR SIDENTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROPNG OPENINGOH OPPOSITE HAND

(P) POST ABOVE THE LEVEL SHOWNPAF POWDER ACTUATED FASTENERPENT PENTHOUSEPJP PARTIAL JT PENETRATION WELD⅊, PL PLATEPLF POUNDS PER LINEAR FOOTPLUMB PLUMBINGPNL PANELPRCST PRECASTPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POINT, PRESSURE TREATED

R RADIUSRD ROOF DRAINREBAR REINFORCING BARREINF REINFORCED, REINFORCINGREQD REQUIREDRET RETURN

(S) SLOPING MEMBERSB SLIDE BEARINGSC SLIP CRITICALSCHED SCHEDULESECT SECTIONSF SQUARE FEETSHT SHEETSIM SIMILAR(SJ) STRUT JOISTSOG SLAB ON GRADESPA SPACESSPECS SPECIFICATIONSSQ SQUARESS STAINLESS STEELSTD STANDARDSTL STEELSTRUCT STRUCTURALSW SHORT WAYSYM SYMMETRICAL

T/ TOP OFT&B TOP & BOTTOMTEMP TEMPORARYTHK THICKNESSTHRU THROUGHTSE TO SUIT EQUIPMENTTSF TONS PER SQUARE FOOTTYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIERVERT VERTICALVIF VERIFY IN FIELD

W WEST, WIDTH, WIDEw/ WITHW/O WITHOUTWD WOODWF WIDE FLANGEWP WORK POINTWWR WELDED WIRE REINFORCEMENT

DETAILNUMBER

SHEETNUMBER

DETAILNUMBER

SHEETNUMBER

DETAILNUMBER

SHEETNUMBER

SHEETNUMBER

DETAILNUMBER X

SXX

XSXX

SXX

X SXX

X

SECTION DETAIL PLAN DETAIL

INTERIOR ELEVATION MARK EXTERIOR ELEVATION MARK

REFERENCE SYMBOLS:

WALL SCHEDULE

LEVELMARK

FOUNDATION

1ST FLOOR

2ND FLOOR

ROOF

PARAPET

MW-1 MW-2 MW-3

NOTES:

1. MW-X = MASONRY WALL TYPE X.2. MS-X = METAL STUD WALL TYPE X.3. VC = VERTICAL CENTERED IN WALL.4. HJF = HORIZONTAL JOINT REINFORCING.5. ALL HORIZONTAL REINFORCING TO EXTEND FULL LENGTH OF WALL, END TO END. END OF WALL DEFINED AS

LOCATION WHERE WALL CHANGES DIRECTION, THICKNESS, OR TYPE6. REFER TO TYPICAL CMU WALL TYPE DETAILS FOR ADDITIONAL INFORMATION.7. GROUT CELLS SOLID AT REINFORCING LOCATIONS IN CMU WALLS UNLESS NOTED OTHERWISE ON PLAN.

16" CMU TYPE AGROUT SOLID

#5@16" VC9 GA HJR @ 16"

4" BRICK ON 8" CMU TYPE A#5@16" VC

9 GA HJR @ 16"


9 GA HJR @ 16"


9 GA HJR @ 16"


#5@16" VC9 GA HJR @ 16"

8" CMU TYPE A#5@16" VC

9 GA HJR @ 16"


9 GA HJR @ 16"


9 GA HJR @ 16"


9 GA HJR @ 16"


9 GA HJR @ 16"


9 GA HJR @ 16"

MW-4

8"+12" CMU TYPE A

GROUT SOLID#5@16" VC

9 GA HJR @ 16"


9 GA HJR @ 16"


9 GA HJR @ 16"


9 GA HJR @ 16"

MW-5 MW-6


#5@16" VC9 GA HJR @ 16"


9 GA HJR @ 16"


#5@16" VC9 GA HJR @ 16"


9 GA HJR @ 16"

N/A N/A

MW-8


#5@16" VC9 GA HJR @ 16"

4" BRICK & INSULATION ON 6" METAL STUD

N/A

4" BRICK & INSULATION ON 6" METAL STUD

MW-7

8"+12" CMU TYPE A

GROUT SOLID#5@16" VC

9 GA HJR @ 16"


9 GA HJR @ 16"


9 GA HJR @ 16"


9 GA HJR @ 16"

N/A

N/A

N/A

MS-1


9 GA HJR @ 16"

MASONRY ANCHORS@ 16"OC

5/16" SUSPENDED PLATE (GALV)

STEEL BEAM (GALV)

SBL DETAIL "A" SBL DETAIL "B"

1/4" PLATE @ 16" OC (GALV)

4"

1/4"



STEEL BEAM (GALV)


1/4"1/4"

4"

1/4"



STEEL BEAM (GALV)

SBL DETAIL "C"


NOTE

SEE

1/4" 1/4"

NOTE:

PROVIDE HUNG PLATE AT VARYING LENGTHS TO ACHIEVE ARCHED HUNG PLATE FOR ARCHED WINDOW PROFILE, SEE DETAIL 1/S5.04


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA





CENTURY ENGINEERING







CIVIL ENGINEER

1/16/2019 2:28:47 PM

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S0.01

SCHEDULES

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

Abbreviations

Revision Schedule

# Date Revision

E

E

F

F G

G

H

H IC

C

A

A

10

7.8

7

6.16

5

4

3

1

1

B

P

P

O

O

N

N

M

M

L

L

K

K

J

J

9 9

I.2

I.2

M.8

M.8

7.6 7.6

W18

x40

[22]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W21x50 [32]LF-1

W18x35 [22]

W14

x22

[10]

W14

x22

[10]

W14

x22

[10]

W12

x19

[10]

W14

x22

[10]

W12

x19

[10]

W14

x22

[10]

W14

x22

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W14

x22

[10]

W14

x22

[10]

W14

x22

[10]

W16x31 [24]

W12

x19

[10]

W14x26 [12] W16x26 [6]

W12

x19

[10]

W18x35 [17] W18x40 [26] W16x31 [20]

W12

x19

[10]

W12

x19

[10]

W12x19 [10]

W12x19 [10]

W12

x19

[4]

W12

x19

[20] W12x19

[10]

W21x50 [26]LF-3

W16x31 [20]W18x35 [22]

W18x35 [22] W21x50 [26]LF-2

W18x35 [22]

W12x19 [10] W16x26 [14]

W14

x22

[10]

W12

x19

[10]

W14

x30

[11]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W14x22 [10]

C.9

C.9

C.3

C.3

W14x38 [18]

W14x38 [18]

W14x38 [18]

W14x38 [18]

W14

x22

[10]

W14

x22

[10]

W12

x19

[6]

W16x31 [15]W16

x31

[10]

W12x19[4]

W12

x19

[6]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[4]

W24X68 [12]

F1

2

D

D H.1

H.1

4.4

4.9

5.5

D.8

D.8 I.1

8.7

3' -

6 3/

8"

F.2

F.2

OPE

N

OPEN

E.9

E.9

W8x

18

W8x

18

HSS

5x4x

1/4

HSS5x4x1/4

HSS5x4x1/4

HSS

5x4x

1/4

1.2

I.1A N.9

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

9' - 2" 13' - 11 1/2"

2' - 1"

6' - 0 7/8" 4' - 1 1/2" 11' - 11 3/4"

1' - 4 1/2" 1' - 10 7/8"

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

8"

6' - 3 3/8"

9 5/8"

4' - 8 1/4" 16' - 10" 19' - 4" 17' - 4" 18' - 0" 17' - 6" 4' - 9 5/8" 23' - 7"

5 7/8"

26' - 4"12

' - 3

7/8

"4'

- 9

1/8"

5' -

10 7

/8"

3' -

7 1/

8"7'

- 6

1/2"

11' -

0 7

/8"

19' -

6"

23' -

6"

15' -

9 1

/8"

3' -

5 1/

2"6

1/2"

3' -

8 3/

8"25

' - 0

1/2

"11

' - 1

0 7/

8"11

' - 1

0 7/

8"12

' - 6

1/2

"16

' - 3

3/8

"3'

- 7

1/8"

10' -

8"

4' - 8" 9' - 2" 13' - 11 1/2"

2' - 1"

6' - 0 7/8" 4' - 1 1/2" 11' - 11 3/4"

1' - 4 1/2" 1' - 10 7/8"

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

8"

6' - 9 7/8" 4' - 11 1/4" 16' - 10" 19' - 4" 17' - 4" 18' - 0" 17' - 6" 4' - 9 5/8" 24' - 0 3/4" 26' - 4"

(A) (A)

W12x19

1

S5.01

2

S5.01W12

x19

(-1' -

1 1/

2")

W12

x19

(-1' -

1 1/

2")

W12

x19

(-1' -

1 1/

2")

3

S5.01

4

S5.01

5

S5.016

S5.017

S5.01

3

S1.04

8

S5.01

9

S5.01 10

S5.01

11

S5.01

13

S5.01

14

S5.01

12

S5.01

5

S1.04

MW-8

L4x4x1/4 TYP E/S OPENING

15

S5.01

F1

S1.04

24

S1.04

6

S1.04


7

S1.04

S1.04

1

L6x6

x5/1

6L6

x6x5

/16

L6x6

x5/1

6

MANHOLE & COVER SEE ARCH DWGS FOR

SIZE & LOCATION

RAPELLING ANCHOR POINTS , SEE ARCH DWGS FOR LOCATION

AND ADDL INFO, (TYP OF 6)

L4x4x¼, TYP

C6x

8.2

C6x8.2

C6x

8.2

16

S5.01

1' -

9 5/

8"

11

S5.03

12

S5.03

13

S5.03

9.2 1' -

9"

8

1' -

0"

24' -

7 7

/8"

10k 10k

10k 10k

10k 10k

10k 10k

39k

10k

10k

17k20k

17k

17k

15k

15k

10k

18k

10k

27k

10k

13k

9.3 13k

13k

8k8k13

k

24k 18k

10k

10k

10k

10k

10k

10k

11k

11k

11k

11k

11k

11k

11k

11k

20k 20k21k 27k11k

11k

11k

11k

11k

11k

11k

11k

11k

11k

11k

11k

10k

10k

10k

10k

13k

13k

23k 23k 22k 22k13k

13k

13k

13k

13k

13k

13k

13k

13k

13k

13k

13k

13k

13k17k

20k

10k

10k

10k

10k

10k

10k

10k

10k

10k

10k

10k

10k

8k 8k

8k 8k

8k

20k

20k 21k 21k

10k 10k

11k

10k

33k

15k

10k

10k

10k

10k

10k

33k

15k

15k 15k

15k 15k

15k 15k

15k 15k

15k 15k

15k 15k

15k 15k

15k 15k

15k 15k

15k 15k

1. CONSTRUCTION

A. FLOOR CONSTRUCTION IS 3¼" LIGHT WEIGHT CONCRETE SLAB REINFORCED WITH 6x6-W2.9xW2.9 WWR OVER TYPE F1 STEEL DECK.(5¼" TOTAL THICKNESS). REFER TO STEEL DECK TABLE ON SHEET S0.01 FOR DECK PROPERTIES.

2. ELEVATION NOTES

A. TOP OF FINISHED FLOOR ELEVATION EQUALS 12'-0".B. ELEVATIONS SHOWN ON PLAN ARE REFERENCED FROM FINISHED FLOOR ELEVATIONC. TOP OF SLAB EQUALS FINISHED FLOOR UNLESS NOTED THUS: T/SLB = (±0'-0”).D. TOP OF STEEL ELEVATION EQUALS [-5¼"] UNLESS NOTED THUS: (-3”) FROM F.F. ELEVATION.

3. SYMBOLS

FULLY DEVELOPED MOMENT CONNECTION AT THAT END OF MEMBER[00] TOTAL NUMBER OF HEADED STUD SHEAR CONNECTORS EQUALLY SPACED ALONG THE BEAM SPAN.[0,0,0] NUMBER OF HEADED STUD SHEAR CONNECTORS EQUALLY SPACED BETWEEN POINTS OF CONCENTRATED LOADS ALONG

A GIRDER.CANT CANTILEVERED BEAM OR GIRDER. SEE TYPICAL FRAMING DETAILS.(A) COLUMN ABOVE THE LEVEL SHOWN ONLY.(B) COLUMN OCCURS BELOW THE LEVEL SHOWN ONLY.(H) HANGER BELOW THE LEVEL SHOWN.KB KNEE BRACE LOCATION.LF-XX LATERAL FORCE RESISTING SYSTEM FRAME.

4. MISCELLANEOUS

A. DESIGN CONNECTIONS FOR REACTIONS SHOWN ON PLAN OR FOR 1/2 THE ALLOWABLE UNIFORM LOAD CAPACITY PER BEAM TABLES(MIN. OF 6 KIPS), WHICHEVER IS GREATER.

B. FOR SIZE AND LOCATION OF FLOOR OPENINGS NOT SHOWN, SEE ARCHITECTURAL MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS.C. FOR EXTENT OF SLAB DEPRESSIONS, SLOPES, FLOOR DRAINS, ETC. NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA





CENTURY ENGINEERING







CIVIL ENGINEER

1/17/2019 11:40:41 AM

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S1.02

SECOND FLOORFRAMING PLAN

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

1/8" = 1'-0"

Second Floor Framing Plan

Revision Schedule

# Date Revision

E

E

F

F G

G

H

H IC

C

A

A

10

7.8

7

6.16

5

4

3

1

1

B

P

P

O

O

N

N

M

M

L

L

K

K

J

J

9 9

I.2

I.2

M.8

M.8

7.67.6

C.9

C.9

C.3

C.3

2

D

D H.1

H.1

4.4

4.9

5.5

D.8

D.8 I.1

8.7

F.2

F.2

E.9

E.9

1.2

I.1A N.9

1

S5.01

W18

x40

[22]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W21x50 [32]LF-1

W18x35 [22]

W14

x22

[10]

W14

x22

[10]

W14

x22

[10]

W12

x19

[10]

W14

x22

[10]

W12

x19

[10]

W14

x22

[10]

W14

x22

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W14

x22

[10]

W14

x22

[10]

W14

x22

[10]

W16x31 [24]

W12

x19

[10]

W14x26 [12] W16x26 [6]

W12

x19

[10]

W18x35 [17] W18x40 [26] W16x31 [20]

W12

x19

[10]

W12

x19

[10]

W12x19 [10]

W12x19 [10]

W12

x19

[4]

W12

x19

[20] W12x19

[10]

W21x50 [26]LF-3

W16x31 [20]W18x35 [22]

W18x35 [22] W21x50 [26]LF-2

W18x35 [22]

W12x19 [10] W16x26 [14]

W14

x22

[10]

W12

x19

[10]

W14

x30

[11]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W14x22 [10]

W12

x19

[10]

(0")

W12

x19

[10]

(0")

W12

x19

[10]

(0")

W14x22 [10]

W14x38 [18]

W14x38 [18]

W14x38 [18]

W14x38 [18]

W14

x22

[10]

W14

x22

[10]

W12

x19

[6]

W16x31 [15]W16

x31

[10]

W12x19[4]

W12

x19

[6]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[10]

W12

x19

[4]

W24X68 [12]

F1

3' -

6 3/

8"

OPE

N

OPEN

W8x

18

W8x

18

HSS

5x4x

1/4

HSS5x4x1/4

HSS5x4x1/4

HSS

5x4x

1/4

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

9' - 2" 13' - 11 1/2"

2' - 1"

6' - 0 7/8" 4' - 1 1/2" 11' - 11 3/4"

1' - 4 1/2" 1' - 10 7/8"

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

8"

6' - 3 3/8"

9 5/8"

4' - 8 1/4" 16' - 10" 19' - 4" 17' - 4" 18' - 0" 17' - 6" 4' - 9 5/8" 23' - 7"

5 7/8"

26' - 4"

12' -

3 7

/8"

4' -

9 1/

8"6'

- 10

7/8

"

2' -

7 1/

8"

7' -

6 1/

2"11

' - 0

7/8

"19

' - 6

"23

' - 6

"15

' - 9

1/8

"

3' -

5 1/

2"6

1/2"

3' -

8 3/

8"25

' - 0

1/2

"11

' - 1

0 7/

8"11

' - 1

0 7/

8"12

' - 6

1/2

"16

' - 3

3/8

"

4' - 8" 9' - 2" 13' - 11 1/2"

2' - 1"

6' - 0 7/8" 4' - 1 1/2" 11' - 11 3/4"

1' - 4 1/2" 1' - 10 7/8"

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

8"

6' - 9 7/8" 4' - 11 1/4" 16' - 10" 19' - 4" 17' - 4" 18' - 0" 17' - 6" 4' - 9 5/8" 24' - 0 3/4" 26' - 4"

(A) (A)

W12x19

2

S5.01

3

S5.01

4

S5.01

5

S5.016

S5.017

S5.01

3

S1.04

8

S5.01

9

S5.01 10

S5.01

11

S5.01

13

S5.01

14

S5.01

12

S5.01

1

S5.04

5

S1.04

15

S5.01

4

S1.04

6

S1.047

S1.04

L6x6

x5/1

6L6

x6x5

/16

L6x6

x5/1

6

16

S5.01

11

S5.03

12

S5.03

13

S5.03

9.2

MW-8

MANHOLE & COVER SEE ARCH DWGS FOR

SIZE & LOCATION

RAPELLING ANCHOR POINTS , SEE ARCH DWGS FOR LOCATION

AND ADDL INFO, (TYP OF 6)

L4x4x¼, TYP

C6x

8.2

C6x

8.2

C6x8.2


L4x4x1/4 TYP E/S OPENINGF1

2

S1.04

1

S1.04

9.3

1. CONSTRUCTION

A. FLOOR CONSTRUCTION IS 3¼" LIGHT WEIGHT CONCRETE SLAB REINFORCED WITH 6x6-W2.9xW2.9 WWR OVER TYPE F1 STEEL DECK.(5¼" TOTAL THICKNESS). REFER TO STEEL DECK TABLE ON SHEET S0.01 FOR DECK PROPERTIES.

2. ELEVATION NOTES

A. TOP OF FINISHED FLOOR ELEVATION EQUALS 12'-0".B. ELEVATIONS SHOWN ON PLAN ARE REFERENCED FROM FINISHED FLOOR ELEVATIONC. TOP OF SLAB EQUALS FINISHED FLOOR UNLESS NOTED THUS: T/SLB = (±0'-0”).D. TOP OF STEEL ELEVATION EQUALS [-5¼"] UNLESS NOTED THUS: (-3”) FROM F.F. ELEVATION.

3. SYMBOLS

FULLY DEVELOPED MOMENT CONNECTION AT THAT END OF MEMBER[00] TOTAL NUMBER OF HEADED STUD SHEAR CONNECTORS EQUALLY SPACED ALONG THE BEAM SPAN.[0,0,0] NUMBER OF HEADED STUD SHEAR CONNECTORS EQUALLY SPACED BETWEEN POINTS OF CONCENTRATED LOADS ALONG

A GIRDER.CANT CANTILEVERED BEAM OR GIRDER. SEE TYPICAL FRAMING DETAILS.(A) COLUMN ABOVE THE LEVEL SHOWN ONLY.(B) COLUMN OCCURS BELOW THE LEVEL SHOWN ONLY.(H) HANGER BELOW THE LEVEL SHOWN.KB KNEE BRACE LOCATION.LF-XX LATERAL FORCE RESISTING SYSTEM FRAME.

4. MISCELLANEOUS

A. DESIGN CONNECTIONS FOR REACTIONS SHOWN ON PLAN OR FOR 1/2 THE ALLOWABLE UNIFORM LOAD CAPACITY PER BEAM TABLES(MIN. OF 6 KIPS), WHICHEVER IS GREATER.

B. FOR SIZE AND LOCATION OF FLOOR OPENINGS NOT SHOWN, SEE ARCHITECTURAL MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS.C. FOR EXTENT OF SLAB DEPRESSIONS, SLOPES, FLOOR DRAINS, ETC. NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA





CENTURY ENGINEERING







CIVIL ENGINEER

1/17/2019 11:40:52 AM

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S1.02A

SECOND FLOORFRAMING PLANALTERNATE #1

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

1/8" = 1'-0"

Second Floor Framing Plan

Revision Schedule

# Date Revision

14

S5.03

E

E

F

F G

G

H

H IC

C

A

A

10

7.8

7

6.16

5

4

3

1

1

B

P

P

O

O

N

N

M

M

L

L

K

K

J

J

9 9

I.2

I.2

M.8

M.8

7.67.6

W18x35W12x19

W16x31 W16x31 W16x31

W16x31W16x31W16x31

W18x65 W16x31

W18x35 W18x35

W16x26 W16x26

W18

x35

HSS12x6x1/4 (1' - 0")W12x19 (1' - 0")

W12

x19

(1' -

0")

W16x26

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

W12

x30

(9 1

/2")

W12

x30

(9 1

/2")

W14

x22

(9 1

/2")

W12

x30

(9 1

/2")

PEMB

W18

x35

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

W14x22 (1' - 0")

W14x22 (1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

C.9

C.9

C.3

C.3

W18

x35

W18

x35

W12x19

W12

x19

W14

x34

W12

x19

W16x31

W16x31 LF-3 W16x31W16x31

W12

x19

(1' -

0")

W14x30

W12

x19

W12

x19

W12

x19

W14x22 (1' - 0")

2

D

D H.1

H.1

4.4

4.9

5.5

D.8

D.8 I.1

8.7

F.2

F.2

6

S5.03

W12x26(2' - 0")

E.9

E.9

5' -

2 1/

4"1.2

I.1A N.9

W14

x22

(9 1

/2")

2

S5.02

3

S5.02

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

9' - 2" 13' - 11 1/2"

2' - 1"

6' - 0 7/8" 4' - 1 1/2" 11' - 11 3/4"

1' - 4 1/2" 1' - 10 7/8"

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

8"

6' - 3 3/8"

9 5/8"

4' - 8 1/4" 16' - 10" 19' - 4" 17' - 4" 18' - 0" 17' - 6" 4' - 9 5/8" 23' - 7"

5 7/8"

26' - 4"

12' -

3 7

/8"

4' -

9 1/

8"6'

- 10

7/8

"

2' -

7 1/

8"

7' -

6 1/

2"11

' - 0

7/8

"19

' - 6

"23

' - 6

"15

' - 9

1/8

"

3' -

5 1/

2"6

1/2"

3' -

8 3/

8"25

' - 0

1/2

"11

' - 1

0 7/

8"11

' - 1

0 7/

8"12

' - 6

1/2

"16

' - 3

3/8

"3'

- 7

1/8"

10' -

8"

4' - 8" 9' - 2" 13' - 11 1/2"

2' - 1"

6' - 0 7/8" 4' - 1 1/2" 11' - 11 3/4"

1' - 4 1/2" 1' - 10 7/8"

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

8"

6' - 9 7/8" 4' - 11 1/4" 16' - 10" 19' - 4" 17' - 4" 18' - 0" 17' - 6" 4' - 9 5/8" 24' - 0 3/4" 26' - 4"

L3x3x1/4

L3x3x1/4

Z PU

RLI

NS

BY P

EMB

SUPP

LIER

Z PU

RLI

NS

BY P

EMB

SUPP

LIER

SBL-3 (-3' - 7 3/4") SBL-3 (-3' - 7 3/4") SBL-3 (-3' - 7 3/4") SBL-3 (-3' - 7 3/4") SBL-3 (-3' - 7 3/4")

SBL-3 (-3' - 7 3/4")

L3x3x1/4 RTU SUPPORT MEMBERS, TYP

SBL-3 (-4' - 0")

SBL-3 (-4' - 0")

W12

x19

(1' -

0")

T1A

T1A

T1 T1 T1

T1C

T1C

T1C

T1C

T1C T1

D

T1D

T1A

T1A

T1A

T1A

T1B

T1B

W12x26 (1' - 0")

W12

x19

(1' -

0")

W12

x19

(1' -

0")

W12

x19

(1' -

0")

S12x31.8(-4 1/4")

10

S5.02

1

S5.02

4

S5.02

5

S5.02

8

S5.026

S5.02

9

S5.02

7

S5.02

11

S5.02

12

S5.02

13

S5.02

1

S5.03

2

S5.03

9

S5.03

8

S5.03

3

S5.03

5

S5.03

4

S5.03

7

S5.03

10

S5.03

1

S5.04

HSS

5x5x

1/4

HSS5x5x1/4

W12

x19

(2' -

0")

W12x19(2' - 0")

HSS5x5x1/4 (0")

HSS

5x5x

1/4

(0")

20K3 SLOPED

20K3 SLOPED

TCX

T1B

W16x26

W16

x26

SBL-3 (-3' - 7 3/4")SBL-3 (-3' - 7 3/4") SBL-3 (-3' - 7 3/4") SBL-3 (-3' - 7 3/4")

W8X24(1' - 0")W8X24(1' - 0")W8X24(1' - 0")

W12

x19

(1' -

0")

TY

P2

"

RAPELLING ANCHOR POINTS AND RAILING SYSTEM, SEE ARCH DWGS FOR LOCATION AND ADDL INFO, (TYP OF 3)

T1D

15

S5.03

MAU-1 = 1000 LBS

DOAS = 2800 LBS

RTU-1 = 4600 LBS

HRU-1 = 1600 LBS

8

T1A

9.3

10k

16k

10k

10k

10k

10k

10k

16k

10k

10k

1. CONSTRUCTION

A. ROOF CONSTRUCTION SHALL BE TYPE R1 UNLESS NOTED OTHERWISE. REFER TO STEEL DECK TABLEON SHEET S0.01 FOR DECK PROPERTIES.

2. ELEVATION

A. ELEVATIONS SHOWN ON PLAN ARE REFERENCED FROM EL. 22'-0".B. TOP OF STEEL JOISTS (BOTTOM OF STEEL DECKING) SHALL BE 2½" ABOVE JOIST BEARING ELEVATION.C. SLOPE STEEL BETWEEN ELEVATIONS SHOWN.

3. SYMBOLS

FULLY DEVELOPED MOMENT CONNECTION AT THAT END OF MEMBERCANT CANTILEVERED BEAM OR GIRDER. SEE TYPICAL FRAMING DETAILS.(A) COLUMN ABOVE THE LEVEL SHOWN ONLY.(B) COLUMN OCCURS BELOW THE LEVEL SHOWN ONLY.(H) HANGER BELOW THE LEVEL SHOWN.KB KNEE BRACE LOCATION.LF-XX LATERAL FORCE RESISTING SYSTEM FRAME.(P) POST ABOVE THE LEVEL SHOWN(S) STRUT JOIST, SEE TYPICAL DETAILSSP SPECIAL JOIST, DESIGNED BY JOIST SUPPLIER FOR LOADING INDICATED

4. MISCELLANEOUS

A. FOR SIZE AND LOCATION OF FLOOR OPENINGS NOT SHOWN, SEE ARCHITECTURAL MECHANICAL,ELECTRICAL & PLUMBING DRAWINGS.

B. SEE TYPICAL DETAILS FOR FRAMING AT ROOF OPENINGS AND FRAMING AT MECHANICAL CURBS.

10

7.8

H.1

2

S5.04

3

S5.04

4

S5.04

E.918' - 9"

23' -

11

7/8"

2' - 0" 1' - 10 3/8"

8

9.3


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA





CENTURY ENGINEERING







CIVIL ENGINEER

1/17/2019 11:40:44 AM

C:\R

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S1.03

ROOF FRAMING PLAN

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

1/8" = 1'-0"

Roof Framing Plan

Stair Tower Roof Framing Plan

Revision Schedule

# Date Revision

14

S5.03

E

E

F

F G

G

H

H IC

C

A

A

10

7.8

7

6.16

5

4

3

1

1

B

P

P

O

O

N

N

M

M

L

L

K

K

J

J

9 9

I.2

I.2

M.8

M.8

7.67.6

C.9

C.9

C.3

C.3

2

D

D H.1

H.1

4.4

4.9

5.5

D.8

D.8 I.1

8.7

F.2

F.2

6

S5.03

E.9

E.9

1.2

I.1A N.9

2

S5.02

3

S5.02

W18x35W12x19

W16x31 W16x31 W16x31

W16x31W16x31W16x31

W16x31

W18x65 W16x31

W18x35 W18x35

W16x26 W16x26

W18

x35

HSS12x6x1/4 (1' - 0")

W12x19 (1' - 0")

W12

x19

(1' -

0")

W16x26

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

W12

x30

(9 1

/2")

W12

x30

(9 1

/2")

W14

x22

(9 1

/2")

W12

x30

(9 1

/2")

PEMB

W18

x35

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

W14x22 (1' - 0")

W14x22 (1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

16KCS2(1' - 0")

W18

x35

W18

x35

W12x19

W12

x19

W14

x34

W12

x19

W16x31

W16x31 LF-3 W16x31

W12

x19

(1' -

0")

W14x30

W12

x19

W12

x19

W12

x19

W14x22 (1' - 0")

W12x26(2' - 0")5'

- 2

1/4"

W14

x22

(9 1

/2")

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

9' - 2" 13' - 11 1/2"

2' - 1"

6' - 0 7/8" 4' - 1 1/2" 11' - 11 3/4"

1' - 4 1/2" 1' - 10 7/8"

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

8"

6' - 3 3/8"

9 5/8"

4' - 8 1/4" 16' - 10" 19' - 4" 17' - 4" 18' - 0" 17' - 6" 4' - 9 5/8" 23' - 7"

5 7/8"

26' - 4"

12' -

3 7

/8"

4' -

9 1/

8"6'

- 10

7/8

"

2' -

7 1/

8"

7' -

6 1/

2"11

' - 0

7/8

"19

' - 6

"23

' - 6

"15

' - 9

1/8

"

3' -

5 1/

2"6

1/2"

3' -

8 3/

8"25

' - 0

1/2

"11

' - 1

0 7/

8"11

' - 1

0 7/

8"12

' - 6

1/2

"16

' - 3

3/8

"3'

- 7

1/8"

10' -

8"

4' - 8" 9' - 2" 13' - 11 1/2"

2' - 1"

6' - 0 7/8" 4' - 1 1/2" 11' - 11 3/4"

1' - 4 1/2" 1' - 10 7/8"

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

8"

6' - 9 7/8" 4' - 11 1/4" 16' - 10" 19' - 4" 17' - 4" 18' - 0" 17' - 6" 4' - 9 5/8" 24' - 0 3/4" 26' - 4"

L3x3x1/4

L3x3x1/4

`8" Z

PU

RLI

NS

@ 4

'-0"

`8" Z

PU

RLI

NS

@ 4

'-0"

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

20K3 SLOPED

SBL-3 (-4' - 0")

SBL-3 (-4' - 0")

W12

x19

(1' -

0")

W12

x19

(1' -

0")

W12

x19

(1' -

0")

S12x31.8(-4 1/4")

10

S5.02

1

S5.02

4

S5.02

5

S5.02

8

S5.026

S5.02

9

S5.02

7

S5.02

11

S5.02

12

S5.02

13

S5.02

1

S5.03

2

S5.03

9

S5.03

8

S5.03

3

S5.03

5

S5.03

4

S5.03

7

S5.03

10

S5.03

1

S5.04

15

S5.03

8

L3x3x1/4 RTU SUPPORT MEMBERS, TYP

RAPELLING ANCHOR POINTS AND RAILING SYSTEM, SEE ARCH DWGS FOR LOCATION AND ADDL INFO, (TYP OF 3)

MAU-1 = 1000 LBS

DOAS = 2800 LBS

RTU-1 = 4600 LBS

HRU-1 = 1600 LBS

W12

x19

(1' -

0")

TY

P

2"

SBL-3 (-3' - 7 3/4") SBL-3 (-3' - 7 3/4") SBL-3 (-3' - 7 3/4") SBL-3 (-3' - 7 3/4") SBL-3 (-3' - 7 3/4")

SBL-3 (-3' - 7 3/4")SBL-3 (-3' - 7 3/4")SBL-3 (-3' - 7 3/4")SBL-3 (-3' - 7 3/4")SBL-3 (-3' - 7 3/4")

HSS

5x5x

1/4

(0")

HSS5x5x1/4 (0")

W16x26

W16

x26

W12x19(2' - 0")

W12

x19

(2' -

0")

W12x26 (1' - 0")

W12

x19

(1' -

0")

HSS5x5x1/4

HSS

5x5x

1/4

T1B

T1B

T1A

T1A

T1A

T1A

T1A

T1A

T1A

T1 T1 T1

T1C

T1C

T1C

T1C

T1C T1

D

T1D

9.3

1. CONSTRUCTION

A. ROOF CONSTRUCTION SHALL BE TYPE R1 UNLESS NOTED OTHERWISE. REFER TO STEEL DECK TABLEON SHEET S0.01 FOR DECK PROPERTIES.

2. ELEVATION

A. ELEVATIONS SHOWN ON PLAN ARE REFERENCED FROM EL. 22'-0".B. TOP OF STEEL JOISTS (BOTTOM OF STEEL DECKING) SHALL BE 2½" ABOVE JOIST BEARING ELEVATION.C. SLOPE STEEL BETWEEN ELEVATIONS SHOWN.

3. SYMBOLS

FULLY DEVELOPED MOMENT CONNECTION AT THAT END OF MEMBERCANT CANTILEVERED BEAM OR GIRDER. SEE TYPICAL FRAMING DETAILS.(A) COLUMN ABOVE THE LEVEL SHOWN ONLY.(B) COLUMN OCCURS BELOW THE LEVEL SHOWN ONLY.(H) HANGER BELOW THE LEVEL SHOWN.KB KNEE BRACE LOCATION.LF-XX LATERAL FORCE RESISTING SYSTEM FRAME.(P) POST ABOVE THE LEVEL SHOWN(S) STRUT JOIST, SEE TYPICAL DETAILSSP SPECIAL JOIST, DESIGNED BY JOIST SUPPLIER FOR LOADING INDICATED

4. MISCELLANEOUS

A. FOR SIZE AND LOCATION OF FLOOR OPENINGS NOT SHOWN, SEE ARCHITECTURAL MECHANICAL,ELECTRICAL & PLUMBING DRAWINGS.

B. SEE TYPICAL DETAILS FOR FRAMING AT ROOF OPENINGS AND FRAMING AT MECHANICAL CURBS.


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA





CENTURY ENGINEERING







CIVIL ENGINEER

1/17/2019 11:40:55 AM

C:\R

evit L

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044

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(R

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wfa

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rvt




S1.03A

ROOF FRAMING PLANALTERNATE #1

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

1/8" = 1'-0"

Roof Framing Plan

Revision Schedule

# Date Revision

E F G H

10

C.9 D H.1D.8 F.2E.9

10

S5.01

5

S1.04

4

S1.04

C10x15.3

W5x

16

C10

x15.

3

W5x

16

W5x

16

6

S1.04

W5x16

12' - 3 1/4" 20' - 11" 9' - 9" 3' - 7 7/8"

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

L4x3-1/2x5/16

L4x3-1/2x5/16

L4x3-1/2x5/16

HS

S5x

3x1/

4

BR

AC

KE

T

HS

S5x

3x1/

4

BR

AC

KE

T

HS

S5x

3x1/

4

BR

AC

KE

T

HS

S5x

3x1/

4

BR

AC

KE

T

HSS5x3x1/4

BRACKET

7

S1.04

W5x

16

W5x

16

W5x

16

W5x

16

W5x

16

W5x

16

W5x

16

10" 10"

R2 C10

x15.

3

3' -

5"2'

- 4"

W5x16

9.3

SECOND FF12' - 0"

10

45.0

00°

3' - 0"

3' - 5"

BRICK SUPPORT ANGLE,

SEE PLAN

SEE ARCH FOR EXTERIOR WALL FINISHES

STEEL COLUMN, SEE PLAN

STEEL BEAMS, SEE PLAN

CONCRETE OVER

METAL DECK, SEE PLAN

ROOF DECK, SEE PLAN

PERIMETER CANOPY

BEAM, SEE PLAN

CANOPY SUPPORT FRAMING, SEE

PLAN FOR SIZE & SPACING

HSS5 x 3 x 1/4 BRACKET, SEE

PLAN FOR LOCATIONS

SEE ARCH FOR BRACKET

MEMBER SIZES NOT SHOWN

HSS3 x 3 x 1/4 BRACKET

SECOND FF12' - 0"

10


SEE ARCH

PERIMETER CANOPY

BEAM, SEE PLAN

INTERMEDIATE CANOPY

BEAM, SEE PLAN FOR

SIZE & SPACING

STEEL BEAM, SEE PLAN

CONCRETE OVER METAL

DECK, SEE PLAN

9.3

SECOND FF12' - 0"

10

BEARING PLATE,

SEE BEARING PLATE

SCHEDULE

SEE WALL

SCHEDULE

BOND BEAM

SEE ARCH FOR EXTERIOR

WALL FINISHES PERIMETER CANOPY

BEAM, SEE PLAN

INTERMEDIATE CANOPY

BEAM, SEE PLAN FOR

SIZE & SPACING

ROOF DECK, SEE PLAN

SEE ARCH

9.3

SECOND FF12' - 0"

10

BEARING PLATE,

SEE BEARING PLATE

SCHEDULE

BOND BEAM

SEE ARCH FOR BRACKET

MEMBER SIZES NOT SHOWN

BRICK SUPPORT ANGLE, SEE PLAN


ROOF DECK, SEE PLAN

PERIMETER CANOPY

BEAM, SEE PLAN

CANOPY SUPPORT FRAMING,

SEE PLAN FOR SIZE & SPACING

HSS5 x 3 x 1/4 BRACKET MEMBER,

SEE PLAN FOR LOCATION

HSS3 x 3 x 1/4 BRACKET MEMBER

CA

4

B

3

S1.04

C6x10.5

C6x

10.5

C6x10.5

7' -

0"

C6x

10.5

C6x10.5

C6x10.5

R1

3' - 0"

BRACE, TYP EACH SIDE OF

CANOPY, SEE SECTION

MP-1

MP-1

SECOND FF12' - 0"

B

MASONRY PIER, SEE

PLAN & SCHEDULE FOR

REINF INFORMATION

CANOPY FRAME,

SEE PLAN

3/16

1"Ø ROD

PROVIDE L4x3 1/2x5/16 LLV

BRICK SUPPORT ANGLE

WHERE BRICK EXTENDS

ABOVE CANOPY, SEE ARCH

3/8" PLATE FOR BRACE

CONNECTION TO CANOPY

FRAME, BEYOND

12

12


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA





CENTURY ENGINEERING







CIVIL ENGINEER

1/16/2019 2:29:54 PM

C:\R

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044

.00

Pr

Fre

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(R

17

)_d

wfa

st.

rvt




S1.04

CANOPY FRAMINGPLAN & SECTIONS

17032 1/25/19

BIDCONSTRUCTION

KSL

19154 05/31/2019

3/8" = 1'-0"2FRONT CANOPY FRAMING PLAN

3/4" = 1'-0"4SECTION

3/4" = 1'-0"5SECTION

3/4" = 1'-0"6SECTION

3/4" = 1'-0"7SECTION

3/8" = 1'-0"1STAIR 2 CANOPY FRAMING PLAN

3/4" = 1'-0"3SECTION

Revision Schedule

# Date Revision

B - BARS

A - BARS

NOTES

1. FXX INDICATES AN ISOLATED SPREAD FOOTING.

2. CFXX INDICATES A CONTINUOUS SPREAD FOOTING.

LENGTH

WID

TH

E

E

F

F G

G

H

H IC

C

A

A

10

7.8

7

6.16

5

4

3

1

1

B

P

P

O

O

N

N

M

M

L

L

K

K

J

J

9 9

I.2

I.2

M.8

M.8

7.6 7.6

2' - 4 3/8"

2' - 3 5/8"

9' - 2" 13' - 11 1/2"

2' - 1"

10' - 2 1/4" 11' - 11 3/4"

1' - 4 1/2" 1' - 10 7/8"

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

8"

6' - 3 3/8"

9 5/8"

4' - 8 1/4" 16' - 10" 19' - 4" 17' - 4" 18' - 0" 17' - 6" 4' - 9 5/8" 24' - 0 3/4" 26' - 4"

12' -

3 7

/8"

4' -

9 1/

8"6'

- 10

7/8

"

2' -

7 1/

8"

7' -

6 1/

2"11

' - 0

7/8

"19

' - 6

"23

' - 6

"15

' - 9

1/8

"

3' -

5 1/

2"

6 1/

2"

3' -

8 3/

8"61

' - 4

3/4

"16

' - 3

3/8

"3'

- 7

1/8"

10' -

8"

C.9

C.9

C.3

C.3

F40F40F50

F40F40

F80 F80

F60F60F40

F40

F40

F50

F40

F60

F40

F40 F40

F76F100 F100

F76 F76 F76

F76F76F76F100F100F76

F40

F80 F80

MW

-1

MW

-2

MW-1

MW-2

MW

-3

MW

-2

MW

-2

MW-2

MW-1

MW

-1

MW

-1

MW-1

MW-1

MW-1

MW

-3M

W-4

MW

-4

MW-1

FTG STEP

MW-2

FTG STEP

MW-5

MW-5

MW

-6

FTG STEP

FTG STEP FTG STEP

2

D

D H.1

H.1

1½"ø TIE RODS, TYP EACH PEMB FRAME

FTG STEP

I.1

8.7F30

4' - 8" 9' - 2" 13' - 11 1/2"

2' - 1"

10' - 2 1/4" 11' - 11 3/4"

1' - 4 1/2" 1' - 10 7/8"

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

8"

6' - 9 7/8" 4' - 11 1/4" 16' - 10" 19' - 4" 17' - 4" 18' - 0" 17' - 6" 4' - 9 5/8" 24' - 0 3/4" 26' - 4"

F.2

F.2

E.9

E.9

(-6' - 0")

CF36

CF3

6

CF24

CF24

CF36

CF2

4

CF2

4

CF3

6

CF3

6

CF36

CF24

CF36

CF24CF24

CF3

6

F50

CF24

CF3

6

1.2

I.1A

CF3

6

CF36

CF36

CF36

CF36

CF3

6

CF3

6

CF3

6

FTG STEP

CF3

6

FTG STEP

FTG STEP

6" SOG

4" SOG

8" SOG

4" SOG8" SOG

ELEVATOR PIT

MS-

1

MW-2

MW

-2

MS-1

MS-

1

MS-1 MS-

1

MS-1

MS-1

MS-

1 MS-1

MW-2

MW

-2

2

S3.01

1

S3.01

3

S3.01

1

S3.01

Sim

3

S3.01

Sim

4

S3.01

4

S3.01

Sim

4

S3.01

Sim

4

S3.01

Sim

5

S3.01

5

S3.01

Sim

6

S3.01

7

S3.01

7

S3.01

Sim

3

S1.04

CF36

CF36

MW-1

MW

-4

MW

-4

VEHICLE ENTRANCE, SEE TYPICAL DETAILS

VEHICLE ENTRANCE, SEE TYPICAL DETAILS, TYP


S1.01

2

4

S1.04 7

S1.04

S1.01

3

CJ

CJ

CJ CJCJ

CJ CJCJ

CJ CJCJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

ISOLATION JT, TYP

9.2

F401' -

9"

CF2

4

88

1' -

0"

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

9.3

CJ

-

---

NOTES:

1. CONSTRUCTIONA 4" SOG: 4” THICK CONCRETE SLAB ON GRADE REINFORCED w/ 6x6-W2.9xW2.9 WWR

PLACE SOG OVER A 10 MIL VAPOR RETARDER AND 4” STONE BASEB. 6" SOG: 6" THICK CONCRETE SLAB ON GRADE w/ 6x6-W2.9xW2.9 WWR

PLACE SLAB ON GRADE OVER A 10 MIL VAPOR RETARDER AND 4" STONE BASEC. 8" SOG: 8" THICK CONCRETE SLAB ON GRADE w/ #5@12" E.W.

PLACE SOG OVER A 10 MIL VAPOR RETARDER AND 4” STONE BASE

2. ELEVATIONSA. PROJECT DATUM ELEVATION (PDE) EQUALS TOP OF SOG FINISH FLOOR ELEVATION (0’-0").B. ELEVATIONS SHOWN ON PLAN ARE MEASURED FROM 0'-0".

3. SHOWN THUS ON PLAN:A. (XX’-XX”) = TOP OF NEW FOOTING ELEVATIONB. <XX’-XX”> = TOP OF NEW WALL OR CURB ELEVATIONC. [XX'-XX"] = TOP OF PIER ELEVATION

4. TOP OF EXTERIOR FOOTINGS SHALL BE (-2'-0"), UNOTOP OF INTERIOR FOOTINGS SHALL BE (-8"), UNOTOP OF PIERS SHALL BE [-8"], UNO

5. MISCELLANEOUSA. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR SIZE AND LOCATION OF

OPENINGS NOT SHOWN. SEE TYPICAL DETAILS FOR ADDITIONAL FRAMING AT OPENINGS.B. SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF SLAB DEPRESSIONS, SLOPES, FLOOR DRAINS, ETC.

CL

• P30/38 COORDINATE FINAL SIZE w/ PEMB MANUFACTURER

8

CL

• P24/30 COORDINATE FINAL SIZE w/ PEMB MANUFACTURER

8


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA





CENTURY ENGINEERING







CIVIL ENGINEER

6/6/2019 1:23:15 PM

D:\R

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700

44.0

0 P

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R1

7)_

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ard

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S1.01

FOUNDATION PLAN

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

1/8" = 1'-0"

Foundation Plan

SPREAD FOOTING SCHEDULE

MARK LENGTH WIDTH THICKNESS REINF - A BARS (BOT UNO) REINF - B BARS (BOT UNO) REMARKS

CF24 CONT 2' - 0" 12" 3#5, CONT #3@32

CF36 CONT 3' - 0" 12" 4#5, CONT #3@32

F30 3' - 0" 3' - 0" 12" 4#5 EW

F40 4'-0" 4' - 0" 12" 4#5 EW

F50 5'-0" 5' - 0" 12" 7#4 EW

F60 6'-0" 6' - 0" 14" 7#5 EW

F76 7'-6" 7' - 6" 18" 7#6 EW, TOP & BOT

F80 8'-0" 8' - 0" 20" 6#7 EW, TOP & BOT

F100 10'-0" 10' - 0" 24" 9#7 EW, TOP & BOT

1/4" = 1'-0"2PORTAL FRAME PEDESTAL

1/4" = 1'-0"3PORTAL FRAME PEDESTAL

Revision Schedule

# Date Revision1 5/15/19 Addendum 7

1

11

B - BARS

A - BARS

NOTES

1. FXX INDICATES AN ISOLATED SPREAD FOOTING.

2. CFXX INDICATES A CONTINUOUS SPREAD FOOTING.

LENGTH

WID

TH

E

E

F

F G

G

H

H IC

C

A

A

10

7.8 7.8

7

6.16

5

4

3

1

1

B

P

P

O

O

N

N

M

M

L

L

K

K

J

J

9 9

I.2

I.2

M.8

M.8

7.6 7.6

C.9

C.9

C.3

C.3

D

D H.1

H.1

I.1

8.7

F.2

F.2

E.9

E.9

1.2

I.1A

2' - 4 3/8"

2' - 3 5/8"

9' - 2" 13' - 11 1/2"

2' - 1"

10' - 2 1/4" 11' - 11 3/4"

1' - 4 1/2" 1' - 10 7/8"

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

8"

6' - 3 3/8"

9 5/8"

4' - 8 1/4" 16' - 10" 19' - 4" 17' - 4" 18' - 0" 17' - 6" 4' - 9 5/8" 24' - 0 3/4" 26' - 4"

12' -

3 7

/8"

4' -

9 1/

8"6'

- 10

7/8

"

2' -

7 1/

8"

7' -

6 1/

2"11

' - 0

7/8

"19

' - 6

"23

' - 6

"15

' - 9

1/8

"

3' -

5 1/

2"

6 1/

2"

16' -

3 3

/8"

3' -

7 1/

8"10

' - 8

"

F40F40 F50

F40F40

F80 F80

F60F60F40

F40

F40

F50

F40

F60

F40

F40 F40

F76F100 F100

F76 F76 F76

F76F76F76F100F100

F76

F40

F80 F80

MW

-1

MW

-2

MW-1

MW-2

MW

-3

MW

-2

MW

-2

MW-2

MW-1

MW

-1

MW

-1

MW-1

MW-1

MW-1

MW

-3M

W-4

MW

-4

MW-1

FTG STEP

MW-2

FTG STEP

MW-5

FTG STEP

FTG STEP FTG STEP

1 1/2"ø TIE RODS, TYP EACH PEMB FRAME

FTG STEP

F30

4' - 8" 9' - 2" 13' - 11 1/2"

2' - 1"

10' - 2 1/4" 11' - 11 3/4"

1' - 4 1/2" 1' - 10 7/8"

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

8"

6' - 9 7/8" 4' - 11 1/4" 16' - 10" 19' - 4" 17' - 4" 18' - 0" 17' - 6" 4' - 9 5/8" 24' - 0 3/4" 26' - 4"

(-6' - 0")

CF36

CF3

6

CF24

CF24

CF36

CF2

4

CF2

4

CF3

6

CF3

6

CF36

CF24

CF36

CF24CF24

CF3

6

F50

CF36

CF24

CF3

6

CF3

6

CF36

CF36

CF36

CF3

6

FTG STEP

FTG STEP

6" SOG

4" SOG

8" SOG

4" SOG

ELEVATOR PIT

MS-

1

FTG STEP

8" SOG

2

S3.01

1

S3.01

3

S3.014

S3.01

5

S3.01

1

S3.01

Sim

3

S3.01

Sim

4

S3.01

Sim

4

S3.01

Sim

4

S3.01

Sim

5

S3.01

Sim

5

S3.01

Sim

MS-1

MS-1

CF36

CF3

6

CF3

6C

F36

6

S3.01

7

S3.01

7

S3.01

Sim

3

S1.04

MW

-4

MW-1

MW

-4

MW-4

MW

-4

CF36

CF36

MW

-3

4

S1.04 7

S1.04

9.2 9.2

8

1' -

0"

CJ

CJ

CJ CJCJ

CJ CJCJ

CJ CJCJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

ISOLATION JT, TYP


VEHICLE ENTRANCE, SEE TYPICAL DETAILS, TYP


CJCJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

9.3 9.3

-

---

NOTES:

1. CONSTRUCTIONA 4" SOG: 4” THICK CONCRETE SLAB ON GRADE REINFORCED w/ 6x6-W2.9xW2.9 WWR

PLACE SOG OVER A 10 MIL VAPOR RETARDER AND 4” STONE BASEB. 6" SOG: 6" THICK CONCRETE SLAB ON GRADE w/ 6x6-W2.9xW2.9 WWR

PLACE SLAB ON GRADE OVER A 10 MIL VAPOR RETARDER AND 4" STONE BASEC. 8" SOG: 8" THICK CONCRETE SLAB ON GRADE w/ #5@12" E.W.

PLACE SOG OVER A 10 MIL VAPOR RETARDER AND 4” STONE BASE.

2. ELEVATIONSA. PROJECT DATUM ELEVATION (PDE) EQUALS TOP OF SOG FINISH FLOOR ELEVATION (0’-0").B. ELEVATIONS SHOWN ON PLAN ARE MEASURED FROM 0'-0".

3. SHOWN THUS ON PLAN:A. (XX’-XX”) = TOP OF NEW FOOTING ELEVATIONB. <XX’-XX”> = TOP OF NEW WALL OR CURB ELEVATIONC. [XX'-XX"] = TOP OF PIER ELEVATION

4. TOP OF EXTERIOR FOOTINGS SHALL BE (-2'-0"), UNOTOP OF INTERIOR FOOTINGS SHALL BE (-8"), UNOTOP OF PIERS SHALL BE [-8"], UNO

5. MISCELLANEOUSA. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR SIZE AND LOCATION OF

OPENINGS NOT SHOWN. SEE TYPICAL DETAILS FOR ADDITIONAL FRAMING AT OPENINGS.B. SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF SLAB DEPRESSIONS, SLOPES, FLOOR DRAINS, ETC.

6. SEE S1.01 FOR ADDITIONAL INFORMATION.


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA





CENTURY ENGINEERING







CIVIL ENGINEER

6/6/2019 1:23:18 PM

D:\R

evit L

oca

l\1

700

44.0

0 P

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ol F

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R1

7)_

rbe

ard

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S1.01A

FOUNDATION PLANALTERNATE #1

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

1/8" = 1'-0"

Foundation Plan

SPREAD FOOTING SCHEDULE

MARK LENGTH WIDTH THICKNESS REINF - A BARS (BOT UNO) REINF - B BARS (BOT UNO) REMARKS

CF24 CONT 2' - 0" 12" 3#5, CONT #3@32

CF36 CONT 3' - 0" 12" 4#5, CONT #3@32

F30 3' - 0" 3' - 0" 12" 4#5 EW

F40 4'-0" 4' - 0" 12" 4#5 EW

F50 5'-0" 5' - 0" 12" 7#4 EW

F60 6'-0" 6' - 0" 14" 7#5 EW

F76 7'-6" 7' - 6" 18" 7#6 EW, TOP & BOT

F80 8'-0" 8' - 0" 20" 6#7 EW, TOP & BOT

F100 10'-0" 10' - 0" 24" 9#7 EW, TOP & BOT

Revision Schedule


1

X XX X X X X X X X X X XX X X X X

XX XXXX

X XX X X X

XX XXXX

X XX X X X

XX XXX

X XX X X X

XX XXXX

X XX X X X

X XX X X X

X XX X X

X XX X X XX X

XX XXXXX

TOP REINFORCINGWHERE SHOWN ON

PLAN (SHOWN DASHED)

SLOPE AS STEEPAS SOIL WILL

ALLOW

PROVIDE OVERSIZED SLEEVEAT ALL PIPES THRU WALLS

FINISH GRADE OR

EXTERIOR SLABSTEP FOOTINGS ASREQUIRED TO CLEAR PIPES, DUCTS, ETC

"T" 1

2

LAP

'24"

"T" 2 TIMES STEP HEIGHT

"T"

MIN

FRO

ST D

EPTH

MAX

`2'-0

""T

"CLR`3"

CLR

"2"

CLR

`3"

FINISH GRADE

SEE PLAN AND

SCHEDULE

STD HOOK

TOP REINF WHERENOTED ON PLAN

BLDG OR FDNWALL, SEE PLAN

REINF DOWELS, SAMEQUANTITY AND SPACING

AS VERT WALL REINF

NOTE:1. REFER TO TYPICAL STEPPED FOOTING DETAIL FOR ADDITIONAL INFORMATION.2. REFER TO SECTIONS FOR TOP OF BUILDING AND FOUNDATION WALL ELEVATIONS.

CLR2"

MIN

FRO

ST D

EPTH

SCHE

D

SEE

AND SCHEDULE

SEE PLAN

OTHERWISE ON PLANEQUAL, UNLESS NOTED

`

3" CLR`

SEE PLANFOR FTG EL

COL & FTG

T / FTG EL

SEE PLAN

TOP REINF WHERE NOTEDON FOOTING SCHED /

PLAN

COLUMN, SEE SCHEDULE /PLAN FOR TYPE AND SIZE

SEE PIER / COLUMN SCHEDULE / PLAN FOR TYPE AND SIZE

REINF DOWELS, SAME QUANTITYAND SIZE AS VERT PIER / COLUMN REINFORCING

STD HOOK

CLR2"

`

SCHE

D / P

LAN

SEE

FTG

SEE SCHEDULE FOT FOOTING SIZE

3" CLR

TYPICAL CONSTRUCTION JOINT CONSTRUCTION JOINT

CONTROL JOINT ISOLATION JOINT STEP

THICKENED SLAB UNDER STAIRS SLAB ON GRADE EDGE TURN DOWNNON-STRUCTURAL MASONRY PARTITION WALLS

THICKENED SLAB UNDER

CONSTRUCTION JOINT TO BE LOCATED AT CONTROL JOINT LOCATIONS.

WWR TOP OF SLAB

FINISH GRADE

#4 CONT

WWRTOP OF SLAB

VAPOR BARRIER

FREE DRAINING GRANULARBASE MATERIALSUB-GRADE MATERIAL

WWRTOP OF SLAB

WWRTOP OF SLAB

MASONRY WALL

PROVIDE JOINT SEALANTWHERE INDICATED ON PLAN

WET SAW CUT OR USEREMOVABLE PLASTIC PREFORMED STRIP

WWRTOP OF SLAB

PROVIDE JOINT SEALANTWHERE INDICATED ON PLAN

1" JOINT FILLER

STAIR STRINGER

WWRTOP OF SLAB

PREVIOUS POUR NEW POUR

PREVENT BOND

SEE CONTROL JOINT DETAIL

SEE CONTROL JOINTDETAIL

1:4 SLOPE

WWR

TOP OF SLAB

TERMINATE REINFORCINGON EACH SIDE OF JOINT

11

2'-6"

PROVIDE #4@12 WHEREDEPRESSION EXCEEDS T

1#4 CONT

TOP OF SLAB

WWR

CONSTRUCTION JOINT TO BE LOCATED AT CONTROL JOINT LOCATIONS.

WWR

1#4 CONT

2#5 CONT 2#5 CONT

POST INSTALLED ANCHOR

11

11

SLAB THICKNESS > 5" SLAB THICKNESS ≤ 5"

SEE PLAN FOR CONTROL JOINT LOCATIONS SEE PLAN AND DETAILS FOR ISOLATION JOINT LOCATIONS

T T

0.1T (¾" MIN)

1/2T

0.2T

(2" M

IN)

1.5TT

6" 6" 6" 6"0.1x1.5T (¾" MIN)

1.5T

/2

``

TYP

1.5T

/3 (2

" MIN

)

T

T/4

6" T

T

TSE

E PL

AN

W

T

10" M

IN

2T

3"

W + 8"

T

10" M

IN

2T

3"

12" MIN

3T

2' - 6"

T

FRO

ST D

EPTH

3" C

LR

2T (8" MIN)

COL & FTG

T / FTG EL

SEE PLAN

TOP REINF WHERE NOTEDON FOOTING SCHED / PLAN

COLUMN, SEE SCHEDULE /PLAN FOR TYPE AND SIZE

`CL

R2"

SEE SCHEDULE FOR FOOTING SIZE

SCHE

D / P

LAN

SEE

FTG

3" CLR

VERTICALREINFORCING

VERTICALREINFORCING

HORIZONTALREINFORCING

HORIZONTALREINFORCING

TYPE A TYPE B TYPE C

THICKNESS THICKNESS THICKNESS

NOTES:1. REFER TO CMU WALL SCHEDULE FOR REINFORCING SIZE AND SPACING.2. REFER TO CMU WALL SCHEDULE FOR WALL / CMU THICKNESS.

1

SECTION 1

HORIZONTALJOINTREINFORCING

EXTEND TOTOP OFWALL

EXTEND TO BOTTOMOF WALL, DOWELINTO FOUNDATION

AT REINFORCED WALLSPROVIDE 2#5 FOR WALLOPENINGS THAT ARELESS THAN 9'-0" WIDE,3#5 FOR WALL OPENINGSGREATER THAN 9'-0" WIDE

1#5 @OPENINGGREATERTHAN 9'-0"

2#5 GROUTCELLS SOLIDAT BARS

MIN

.2'-0"

MIN

.2'-0"

EQ EQ

MIN`8"

MIN`8"

MIN`8"

STOP GROUT LIFT 1 1/2" FROM TOP OF BLOCK UNIT AT

EACH LIFT. GROUT FLUSH AT TOP OF WALL

CONSOLIDATE EACH LIFT BY MECHVIBRATION AND RECONSOLIDATE BY MECHVIBRATION AFTER INITIAL WATER LOSSAND SETTLEMENT HAS OCCURRED.

VERTICAL STEEL, SEE WALL SCHEDULE FORSIZE AND SPACING - LAP MINIMUM OF 48 BARDIAMETERS AT SPLICES. HOLD IN POSITION

WITH WIRE TIES @ 5'-0"OC MAX. STEEL IS TOBE IN PLACE PRIOR TO PLACING GROUT.

W1.7 (9 GAGE) LADDER TYPE GALVANIZEDHORIZONTAL JOINT REINFORCING AT 16"OC

(8"OC AT PARAPET AND FOUNDATIONWALLS). PROVIDE CORNER AND TEE PIECES

AT ALL INTERSECTIONS

WIRE BAR POSITIONER, TYP

FOOTING / BEAM / SLAB,SEE PLAN

CELLS CONTAINING STEEL SHALL BE FILLED SOLID WITH GROUT. VERTICAL CELLS SHOULD PROVIDE A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS, AND AT LEAST 2 1/2"x3" IN SIZE. PLACE GROUT IN LIFTS NOT EXCEEDING 5 FEET. MAXIMUM GROUT POUR HEIGHT SHALL BE 12 FEET.

UNLESS WALL IS FULLY GROUTED, PLACE MORTARON CROSS WEBS ADJACENT TO CELLS WHICH WILLBE GROUTED TO PREVENT LEAKAGE.

WHEN GROUT POUR EXCEEDS 5' IN HEIGHT, PROVIDE CLEANOUTSIN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR @EACH VERTICAL BAR. THE SIZE OF THE CLEAN OUT SHALL BE OFSUFFICIENT SIZE TO PERMIT REMOVAL OF DEBRIS. THE MINOPENING DIMENSION SHALL BE 3". REMOVE ALL MORTARDROPPINGS & INSPECT VERT REINFORCEMENT PRIOR TOPROVIDING CLOSURE TO RESIST GROUT PRESSURE.

DOWEL SAME SIZE AND SPACING ASVERTICAL WALL REINFORCING. REFER TOTYPICAL STRIP FOOTING DETAIL

LAP SPLICE LENGTH

FIN GRADEEL VARIES

FILL SPACE w/GROUTBELOW GRADE

WWR

CONC SLAB (SEEPLAN FOR EL)

SEE ISOLATIONJOINT DETAIL

FILL SOLID w/GROUTAT COURSE BELOW

TRANSITION IN WALLCONSTRUCTION

1' -

0"

6" SEE PLAN

PROJ

`6"

MIN

`2'-6

"

SILL PROJECTION

SUMP PIT IFREQUIRED

X X

Y

Y

PLAN

SEE PLAN

SEE

PLAN

SEE PLAN

FOR EL

24"24"

0"

SECTION "X-X"`8

" UNO

`12"

LAP

CLAS

S B

SQUARE

`2'-6"

TYP

12"WALL

UNO`6" TYP

`3" CLR

`2" C

LR

`

SEE SILL DETAIL

WATERSTOP

#4@18, TYP

WATERSTOP

#5@12 T&B

PROVIDE BLOCKOUT IN PIT SLAB FOR

HYDRAULIC ELEVATOR

WATERSTOP

SLAB ON GRADE, SEE PLAN FOR ELEVATION

#4@18 EF, TYP

#4@18 DOWELS, TYP

WATERSTOP

#4@12 EA FACE, TYP

#5@12 T&B

EQ EQ

SEE PLAN

1' -

0"

`2'-6

MIN

"

8"

`3" CLR

FACE OF WALL BEYOND

FIN GRADE

CMU FOUNDATION WALL, SEE PLAN

CONCRETE SLAB

SEE PLAN FOR REINFORCING

FILL ALL CELLS SOILD w/ GROUT AT OPENING

#5 CONT

PLAN

M.O.

`18"`18"

1#51#4 x 2'-0" AT

EACH CORNER

7#3@12

#5@16

6'-6"

1'-6

"

1

2

WATERSTOP

SECTION "Y-Y"

LAP

CLAS

S B

2" C

LR`3

" CLR

UNO

1' -

0"

`0"

1' - 6"

`

`

#5@12#5@12

SEE ARCH DWGS FOR DIMENSIONS OF SUMP PIT

``2

½"

`4"

`

FLOOR FINISH, SEE ARCH DWGS

RECESS AS REQD BY ELEVATOR MANUFACTURER

SILL ANGLE (SIZE AS REQD BY ELEVATOR MANUFACTURER

EMBEDDED PLATE ½"x8"x0'-8" w/(4) ½"Øx4½" LG HEADED

STUD ANCHORS LOCATED AT EACH END OF SILL ANGLE

AND SPACED AT 2'-0"OC MAXIMUM BETWEEN

WATERSTOP

1/4

BUILDING LINE

SLAB2#4

2' -

0"

2' -

0"

WALL

WA

LL

CL

CONTROL JOINT

SLAB

2#4

`

ISOLATION JOINT

CONTROL JOINT

CONC COL / PIER BASE PLATE

ISOLATION JOINT

3" FROM BASE PLATE, CONC COL / PIER, TYPCONCRETE SLAB WITHIN ISOLATION

JOINT SHALL BE PLACED AFTER REMAINDER OF SLAB

SLAB EDGE


Client:

Location:

Project:

Drawn by:

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(301) 261-8228(410) 224-4443




MICHAEL MATULA





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S2.01

TYPICALFOUNDATION

DETAILS

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

Typical Stepped Continuous Footing Detail Typical Continuous Footing Detail Typical Column Footing w/ Pier

Typical Slab-on-Grade Details

Typical Column Footing

Typical CMU Wall Types

Additional Reinforcing at Openings in Reinforced CMU Walls

Typical Reinforced CMU Wall Construction

Typical Exterior Wall Footing

3/4" = 1'-0"

Concrete Elevator Pit Plan Detail Concrete Elevator Pit Detail 12" Walls

Typ Wall Footing At Vehicle Entrance

Typical Slab Reinforcing At Vehicle EntranceConcrete Elevator Pit Detail 12" Walls

Elevator Sill Detail

Additional Reinforcing At Re-Entrant Corners

Crack Control Bars

Slab On Grade Isolation Joint At Column

Revision Schedule

# Date Revision

x xx x xx xx x x x xx x x x x xx xx x x x x x

FIRST FF0"

8"1'

- 4"

SCH

EDU

LE

SEE

SEE SCHEDULE

4" 11 1/4"

SOG, SEE PLAN

SEE SCHEDULE

FOR REINF

SEE WALL SCHEDULE

FOR REINF

SEE ARCH FOR

EXTERIOR WALL

FINISHES

FINISHED GRADE

FIRST FF0"

SEE SCHEDULE8"

1' -

4"

SCH

EDU

LE

SEE

11 5/8" 7 5/8"

SOG, SEE PLAN

SEE WALL SCHED

FOR REINF

SEE SCHED FOR

REINF

SEE ARCH FOR

EXTERIOR WALL

FINISH

FINISHED GRADE

FIRST FF0"

2' -

6" M

IN

VAR

IES

8"1'

- 4"

SEE

SCH

EDU

LE

VAR

IES

PEMB FRAME & BASE

PLATE, BY OTHERS

TIE ROD, SEE

PLAN & DETAILS

SEE PLAN & SCHEDULE

1"Ø HEAVY HEX HEADED

ANCHOR, EMBED 20"

PROVIDE 8" FULLY

GROUTED CMU AT FACE

OF CONCRETE PIERSEE FTG SCHEDULE

FOR REINF

CONCRETE PIER,

SEE PLAN

7 5/8" 7 5/8"

SEE ARCH FOR EXTERIOR

WALL FINISHES

SEE WALL SCHEDULE FOR REINF

FINISHED GRADE

FIRST FF0"

8"1'

- 4"

SCH

EDU

LE

SEE

SEE SCHEDULE

SOG, SEE PLAN

3" 11 1/4"

SEE FTG SCHEDULE

FOR REINF

GROUT

SEE ARCH FOR WALL

FINISHES

METAL STUD

INFILL, SEE WALL

SCHEDULE

FINISHED GRADE

FIRST FF0"

SCH

EDU

LE

SEE

1' -

4"8"

SEE SCHEDULE

SOG, SEE PLAN

11 1/4"

SEE SCHEDULE

FOR REINF

FINISHED GRADE

FIRST FF0"

8"8"

8" 1' - 0" 8"

1½"Ø TIE ROD

TURN BUCKLE W/ #3 BAR

THROUGH, SEE NOTE

NOTE:

AFTER ERECTION OF PEMB, TIGHTEN TIE ROD USING TURNBUCKLE. ONCE TIE ROD ADEQUATELY

TIGHTENED, THREAD #3 REBAR THROUGH TURNBUCKLE TO KEEP FROM LOOSENING. POUR

CONCRETE SLAB & THICKENED FOOTING AROUND TIE ROD & TURNBUCKLE.

SOG, SEE PLAN FOR REINF

PEMB FRAME

FIRST FF0"

8"8"

8" 1' - 0" 8"

SOG, SEE PLAN FOR REINF

#3 BAR

TRENCH DRAIN, SEE MECH


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

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S3.01

FOUNDATIONSECTIONS

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

3/4" = 1'-0"2SECTION

3/4" = 1'-0"1SECTION

3/4" = 1'-0"3SECTION

3/4" = 1'-0"4SECTION

3/4" = 1'-0"5SECTION

3/4" = 1'-0"6SECTION

3/4" = 1'-0"7SECTION

Revision Schedule

# Date Revision

X XX X X X X X X XX X X X

FILL BEAM POCKET WITH CMUAFTER STEEL ERECTION

(2) L3x3X1/4x0'-4" LONG, (1) EACH SIDE

STEEL BEAM

BEARING PLATE,SEE SCHEDULE

FILL CELLS SOLID WITH GROUT FORDEPTH OF 4 TIMES THE WALLTHICKNESS AND WIDTH EQUAL TOWIDTH OF BEARING PLATE PLUS 4TIMES THE WALL THICKNESS

(2) 3/4"Ø ANCHORS x 12" LONG w/ 3" HOOK OR (2)

3/4"Ø HEAED STUDS w/8" EMBEDMENT

1" NON-SHRINKGROUT

CMU WALL

#4 @ BMPARALLEL TO

WALL

ANCHOR BOLTS

BEARING PLATE SEESCHEDULE FOR SIZE

POCKET WALL

STEEL BEAM

SECTION

BEAM PARALLEL TO WALL

PLANS

BEAM PERPENDICULAR TO WALL

BEARING PLATE SCHEDULE

MARK

BP-1

BP-2

SIZE = t x N x B

3/4"x6"x12"

3/4"x6"x12"

2'-6"

2"

2"

1/4 3TYP

1"6"

1"

2""B

"2"

"B"

3""N

"1"

PARALLEL TO BEAM PARALLEL TO JOIST

PERPENDICULAR & BETWEEN BEAMS PERPENDICULAR & BETWEEN JOISTS

PERPENDICULAR TO BEAM PERPENDICULAR TO JOIST

1" CLR @ PERIMETER OFBEAM AND UNDERSIDE

OF DECK

CLIP L4x3x1/4x0'-6" LONG (LLV) @ EACH SIDE OF

WALL @ EACH BEAM. BUILD TIGHT TO CMU

1" CLR @ PERIMETER OFBEAM AND UNDERSIDE OF

DECK


OF DECK


OF DECK

L2 1/2x2 1/2x1/4 @ 4'-0"OCCLIP L6x4x5/16x0'-6" LONG (LLV) @ 4'-0"OC

STAGGER, EACH SIDE, BUILD TIGHT TO CMU

L4x3x1/4 (LLV) @ 8'-0"OC

(2) L4x3x1/4x0'-6" (LLV) @ 8'-0"OC STAGGERED BUILD TIGHT TO CMU

L4x3x1/4(LLV) @ 8'-0"OC

L6x4x5/16x0'-4" (LLV)

CLIP L4x3x1/4x0'-6" LONG (LLV) @ EACH SIDE OF

WALL @ EACH JOIST. BUILD TIGHT TO CMU

(2) L4x3x1/4x0'-6" (LLV) @ 8'-0"OC STAGGERED BUILD TIGHT TO CMU

3/16 3/16

1/8

1/8

1/8 1/8

1" C

LR

1" C

LR

3/4"Ø STUDS RESISTANCE WELDED THRU METAL DECK TO BEAMS, SEE PLAN FOR NUMBER AND LOCATION

STUDS WWR

GIRDER BEAM

COMPOSITEMETAL DECK

COMPOSITEMETAL DECK

WWR, SEE PLANFOR SIZE

GIR

DER

3/4"

CLR

@

DECK

MET

ALSL

ABCO

NCRE

TE

@ B

EAM

3/4"

CLR

NOTES:1. CONNECTION SHALL CONFORM TO TABLES 10-1, 10-2 AND 10-3 OF AISC STEEL

CONSTRUCTION MANUAL - 14th ED.2. CONNECTION MAY BE ALL BOLTED AT CONTRACTOR'S OPTION.

H.S. BOLTSDOUBLEANGLE

H.S. BOLTSDOUBLEANGLE

1/2" 2 1/4"

WELD AWELD B PLUS RETURNS @TOP

DIM

OF

BEAM

MIN

PLA

TELE

NG

TH 1

/2 "T

"

WELD PER TABLE 10-10 OFAISC STEELCONSTRUCTIONMANUAL-14th ED

NOTES:1. CONNECTION SHALL CONFORM TO DIMENSIONAL

LIMITATIONS OF FIG 10-11 IN AISC STEEL CONSTRUCTION MANUAL - 14th ED.

SECTION A-A

A

A

GIRDER FILLER ORFINISH STRIP

POUR STOP

CELLCLOSURE

C8x11.5, TYP UNO

NOTES:1. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND

LOCATION OF OPENINGS.2. APPLIES FOR OPENINGS GREATER THAN 12" IN ANY DIRECTION.

K-BRACE / BEAM CONNECTION

LATERAL BRACE / COLUMN CONNECTION

ECCENTRIC BRACE / BEAM / COLUMN CONNECTIONLATERAL BRACE / COLUMN BASE

SEE LATERAL FRAME ELEVATIONS

UNO

COLUMN BEAM

BEAM

GUSSET PLATE

ERECTION BOLT

WP

COL FLANGE OR WEB

OF TUBE SECTION OR CENTROID OF DOUBLE ANGLE

SHEAR CONN

SEE NOTE 1

TYP

SEE NOTE 1

GUSSET PLATE

`2'-0" MINSTIFFENER PLATES WHEN NOTED BY S ON ELEVATIONS

ERECTION BOLT


GUSSET PLATE

`1'-2" MINSTIFFENER PLATES WHEN

NOTED BY S ON ELEVATIONS

WP

ERECTION BOLT

SEE NOTE 1

COLUMN

WP

CONNECTION TO DEVELOP HORIZONTAL (AXIAL) FORCE SHOWN IN COMBINATION WITH BEAM REACTIONS


ERECTION BOLT

1/4" CLOSURE PLATE ON TUBES

WP

SEE COLUMN BASE DETAIL

TOP OF CONCRETE

GUSSET PLATE

SEE NOTE 1

GUS

SET

PLAT

E

`1'-2

" MIN

STIFFENER PLATES WHEN NOTED BY S ON ELEVATIONS WP


NOTES:1. WELD SIZE AND LENGTH SHALL BE ADEQUATE TO DEVELOP FORCES INDICATED ON FRAME ELEVATIONS.2. SEE LATERAL FRAME ELEVATIONS FOR DIAGONAL SIZE AND FORCE. INCREASE WELD SIZE AS REQUIRED EQUAL TO GAP

BETWEEN PLATE AND TUBE.3. SLOT TUBE AT PLATE.

HORIZONTAL BRIDGING TERMINATING @ BEAM DIAGONAL BRIDGING TERMINATING @ BEAM

SPECIAL DIAGONAL BRIDGING TERMINATING @ BEAM

HORIZONTAL BRIDGING TERMINATING @ WALL DIAGONAL BRIDGING TERMINATING @ WALL

NOTES:1. REFER TO STEEL JOIST INSTITUTE STANDARD SPECIFICATIONS FOR BRIDGING REQUIREMENTS.2. PROVIDE BOLTED DIAGONAL BRIDGING NEAR MIDSPAN OF JOIST WHEN REQUIRED AND AT ENDS OF

BOTTOM CHORD BEARING JOISTS.3. SIZE WELDS AND BOLTS PER STEEL JOIST INSTITUTE REQUIREMENTS.4. PROVIDE BOTTOM CHORD BRIDGING NEAR SUPPORTS FOR WIND UPLIFT LOADING AS REQUIRED.

BEAM

NOTE:1. STAGGER JOISTS WHEN REQUIRED TO ACHIEVE THE MINIMUM END BEARING.

2 1/2" MIN END BEARING1/2"

2 1/

2"

STEEL BEAMSTEEL JOIST

1/8 2"

LOAD

LOAD

PANEL POINT TOP CHORD

PANEL POINT BOTTOM CHORD

MORE`3" OR

MORE`3" OR(2) L1¼x1¼x¼

MINIMUM

(2) L1¼x1¼x¼ MINIMUM

1/8 0

1/8 0

SEE PLAN FOR JOIST

BEARING ELEVATION

6"x8"x1/2" BRG PLATE UNO W/ (2) 1/2"ø 7" LONG HEADED STUD ANCHORS

4" MIN END BRG

STEEL JOIST

1/8 2

1/2"

BEAM

BOND

2 1/

2"

1/2"

SEE PLAN FOR JOIST

BEARING ELEVATION

REIN

F

6" M

IN T

O

BEAM

BOND

2 1/

2"

6"x8"x1/2" BRG PLATE UNO W/ (2) 1/2"ø 7" LONG HEADED STUD ANCHORS

4" MIN END BRG

1/8 2

STEEL JOIST

PREFABRICATED ROOFCURB

L4x4x1/4 EA SIDE OF OPENING

L6x4x3/8x0'-6" (LLV)REINF CHANNELOR FINISH STRIP

PREFABRICATED ROOFCURB

METAL DECK

(2) L6x3 1/2x5/16 (LLV), UNO ON PLAN

SECTION A-A

A

A

OPENING

SEE PLAN FOR SPACING OF BEAMS

1/4

1/4TYP

1/4

1/4TYP

1/4

1/4TYP

NOTES:1. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND

LOCATION OF OPENINGS.2. APPLIES FOR OPENINGS GREATER THAN 10".

TYP

0

WF COLUMN OR POST ABOVE

(4) ¾"Ø H.S. BOLTS


½" BASE PLATE UNO

STIFFENER PLATES BOTH SIDES SAME THICKNESS AS COLUMN FLANGE ABOVE, 3/8" MINIMUM

L6x4x3/8x0'-6"

(LLV)

SECTION A-A

NOTES:1. SEE ACHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND

LOCATION OF OPENINGS.2. APPLIES FOR OPENINGS GREATER THAN 10".

METAL DECK

CURB CURB

A

A

REINFORCING CHANNEL OR FINISH STRIP

L FRAME L5x3x¼ (LLV) 4 SIDES OF OPENING

BRG`1½" MIN

SEE PLAN FOR SPACING OF JOISTS

(2) L6x3½x5/16 (LLV) UNO ON PLAN

OPENING

1/4TYP

1/4TYP

1/8TYP


Client:

Location:

Project:

Drawn by:

Project No: Date:



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MICHAEL MATULA





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S4.01

TYPICAL FRAMINGDETAILS

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

Steel Beam Bearing on Masonry WallInterior Masonry Wall Partition Bracing Detail

Typical Composite Floor Slab ConstructionTypical Beam-to-Beam Connection Typical Single Plate Beam-to-Beam ConnectionFramed Opening Through Slab w/ Metal Deck

Typical Lateral Frame Details

Typical Joist Bridging

Typical Joist Bearing on Both Sides of BeamTypical Joist Reinforcing in FieldJoist Bearing on CMU Wall w/ Parapet Detail

Joist Bearing On CMU Wall Detail

Typical Roof Opening / Steel Beams

WF Column Or Post On Steel Beam (Webs Parallel)

Typical Roof Opening / Steel Joists

Revision Schedule

# Date Revision

SECOND FF12' - 0"

9

7 5/8" 7 5/8"

8 1/

4"

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

CONCRETE OVER METAL DECK, SEE PLAN

8" CMU, SEE WALL SCHEDULE FOR REINF



1' -

1 1/

2"

8" CMU, SEE WALL SCHEDULE FOR REINF


BRICK, SEE ARCH

SEE TYP BEARING PLATE DETAIL

BOND BEAM

9.2

SECOND FF12' - 0"

O

7 5/8" 7 5/8"

11 5/8" 7 5/8"


SEE SCHEDULE FOR REINF

SEE SCHEDULE FOR REINF

BOND BEAM

1' -

1 1/

2"


SECOND FF12' - 0"

N.9

BOND BEAM, BEYOND. INTERUPT BOND BEAM AT STEEL BEAM BEARING

SEE TYPICAL BEARING PLATE DETAIL



HANDRAIL, SEE ARCH


SECOND FF12' - 0"

N.9

BOND BEAM




STEEL COLUMN & BASE PLATE, SEE COLUMN SCHEDULE

SECOND FF12' - 0"

1

4" 11 1/4"


BOND BEAM

L3x3x1/4 DECK EDGE SUPPORT W/ 1/2"ø ANCHOR @ 48" OC

SEE WALL SCHEDULE FOR REINF, TYP


SECOND FF12' - 0"

3 1.2

3' - 0"Ø± SLAB OPENING

FIRE POLE, SEE ARCH




DEFLECTION TRACK

LIGHT GAGE STUD WALL, SEE ARCH


STUD WALL, SEE ARCH

L4x4x¼, TYP (4) SIDES OF OPENING

SECOND FF12' - 0"

3

3" 11 1/4"

DEFLECTION TRACK

LIGHT GAGE STUD WALL INFILL, SEE WALL SCHEDULE


CONCRETE ON METAL DECK,

SEE PLAN

SECOND FF12' - 0"

A3" 11 1/4"

WINDOW BELOW, SEE ARCH




5/16" HUNG PLATE (GALV), CONTINUOUS OVER OPENING BELOW

3/8" PLATE @ 24" OC

1/4 0

1/4 0

1/4

1/4

STUD WALL INFILL, SEE SCHEDULE

7/8" C12x20.7

SECOND FF12' - 0"

10

WINDOW BELOW, SEE ARCH




5/16" HUNG PLATE (GALV), CONTINUOUS OVER OPENING BELOW

3/8" PLATE @ 24" OC

1/4 0

1/4 0

1/4

1/4


STEEL POST, SEE PLAN

7/8"

STEEL SHIM WELDED TO BEAM C12x20.7

SECOND FF12' - 0"

10

3" 11 1/4"

3' - 6 3/8"





C4X5.4 HANGER

3/8" PLATE

3/16

3/16

3/16

5/16" PLATE (GALV)

9.3

SECOND FF12' - 0"

7.8 8.7

3' - 0" ± ø SLAB OPENING



STUD WALL, SEE ARCHFIRE POLE, SEE ARCH


L4x4x¼, TYP E/S OF OPENING

8

SECOND FF12' - 0"

I

L6x6x5/16 DECK EDGE SUPPORT w/ 3/4"Ø

ANCHORS W/ 4" EMBED @ 24"OC

CONCRETE OVER METAL DECK, SEE

PLAN

BOND BEAM OR BLOCK W/ ALL CELLS FILLED SOLID FOR TWO COURSES

SEE WALL SCHEDULE

SECOND FF12' - 0"

N

L3x3x1/4 DECK EDGE SUPPORT w/ ½"Ø ANCHOR @ 48" OC



SEE WALL SCHEDULE FOR REINF, TYP

BOND BEAM

SECOND FF12' - 0"

H.1 I.1

8" 7 1/4"

6' - 9 7/8"


SEE ARCH FOR WALL FINISH

SEE WALL SCHEDULE

FIRE POLE, SEE ARCH

3' - 0" ± ø SLAB OPENING

STUD WALL INFILL, SEE ARCH

SEE ARCH FOR WALL FINISH & WINDOW WALL OPENING INFO


SLAB ON METAL DECK, SEE PLAN

L4x4x¼, TYP E/S OPENING

SECOND FF12' - 0"

C

DEFLECTION TRACK

LIGHT GAGE STUD WALL INFILL, SEE WALL SCHEDULE

SEE ARCH FOR EXTERIOR WALL FINISHESCONCRETE ON METAL

DECK, SEE PLAN


SECOND FF12' - 0"

6.1


CONCRETE OVER METAL DECK, SEE

PLAN

SEE WALL SCHEDULE STEEL BEAM,

SEE PLAN

MANHOLE & COVER, SEE ARCH DWGS FOR SIZE & LOCATION

2#3, 4 SIDES OF MANHOLE


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA





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S5.01

FRAMING SECTIONS

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

3/4" = 1'-0"1SECTION

3/4" = 1'-0"2SECTION

3/4" = 1'-0"3SECTION

3/4" = 1'-0"4SECTION

3/4" = 1'-0"5SECTION

3/4" = 1'-0"6SECTION

3/4" = 1'-0"7SECTION

3/4" = 1'-0"8SECTION

3/4" = 1'-0"9SECTION

3/4" = 1'-0"10SECTION

3/4" = 1'-0"11SECTION

3/4" = 1'-0"13SECTION

3/4" = 1'-0"14SECTION

3/4" = 1'-0"12SECTION

3/4" = 1'-0"15SECTION

3/4" = 1'-0"16SECTION

Revision Schedule

# Date Revision

UTILITY T.o.M.26' - 0"

RESIDENCE T.O.M.22' - 0"

N.9

ROOF JOIST BEYOND, SEE PLAN

L3x3x1/4 x 0'-8" LONG MONORAIL STOP

BRACING, SEE PLAN

(4) 3/4"Ø BOLTS w/ DOUBLE NUTS


L3x3x¼, CONT 3"x6"x¼" BENT

PLATE, CONT

PLATE

HOIST CAPACITY ?? PAINTED ON SIDE

METAL ROOF DECK, SEE PLAN


SEE ARCH FOR WALL FINISHES

SEE WALL SCHEDULE


HOIST BEAM, SEE PLAN



3/8" STIFFENER PLATES BS




9

L3x3x1/4 DECK EDGE SUPPORT w/ 1/2"ø ANCHOR @ 48"OC (MIN 2 ANCHORS PER L3x3 SECTION)


SEE WALL SCHEDULE

SEE ARCH FOR WALL FINSISHES

BOND BEAM, TYP


SEE WALL SCHEDULE


9.2



N.9

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

L3x3x¼, CONT

3"x6"x¼" BENT PLATE, CONT

METAL ROOF DECK, SEE PLAN METAL ROOF

DECK, SEE PLAN

STEEL JOIST, SEE PLAN



SEE WALL SCHEDULE

APPARATUS BAY T.O.M20' - 0"

P

BOND BEAM, TYP


SEE WALL SCHEDULE

TOP CHORD JOIST EXTENSIONSTEEL JOIST,

SEE PLAN

2' - 7 3/4"


1

L3x3x1/4 DECK EDGE SUPPORT w/ 1/2"ø ANCHOR

@ 48"OC (MIN 2 ANCHORS PER L3x3 SECTION)

BOND BEAM, TYP


SEE WALL SCHEDULE


2

BOND BEAM, TYP

STEEL BEAM LINTEL, SEE PLAN & LINTEL

SCHEDULE

2' - 7 5/8"



3 1

23' - 0"

CFSF


6" CHANNEL @ 4'-0"


NOTCH DECK AROUND 6"

CHANNEL



4 1

26' - 0"

CFSF

L3x3x1/4 DECK EDGE SUPPORT w/ 1/2"ø ANCHOR

@ 48"OC (MIN 2 ANCHORS PER L3x3 SECTION)

BOND BEAM, TYP



ROOF TRUSS

24' - 0"

SEE WALL SCHEDULE



32' - 5 1/4"

ROOF TRUSS




C AB

CFSF

TRUSS

BOND BEAM, TYP


SEE WALL SCHEDULE

TOWER T.o.M.35' - 4"



C2' - 11 1/4"

CFSF OUTRIGGER

GABLE END TRUSS



C A

BRICK SHELF ANGLE

TRUSS

GABLE END TRUSS


METAL STUD


Client:

Location:

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S5.02

FRAMNG SECTIONS

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

3/4" = 1'-0"2SECTION

3/4" = 1'-0"3SECTION

3/4" = 1'-0"1SECTION

3/4" = 1'-0"4SECTION

3/4" = 1'-0"5SECTION

3/4" = 1'-0"8SECTION

3/4" = 1'-0"6SECTION

3/4" = 1'-0"9SECTION

3/4" = 1'-0"10SECTION

3/4" = 1'-0"7SECTION

3/4" = 1'-0"11SECTION

3/4" = 1'-0"12SECTION

3/4" = 1'-0"13SECTION

Revision Schedule

# Date Revision



10


TRUSS



7.8

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


SEE WALL SCHEDULE

BOND BEAM

PEMB FRAME

2SIM

3' - 7 5/8"

OUTRIGGER BY PEMB SUPPLIER

8


NM.8

4' - 9 5/8"

6" STUD WALL

PEMB FRAME

ZEE ROOF PURLINS

CONT ANGLE


I I.2

GABLE END TRUSS

VARIES

OUTRIGGER

ZEE PURLINS

PEMB FRAME

BOND BEAM, TYP


SEE WALL SCHEDULE


5' - 5 7/8"



H.1


OUTRIGGER


ROOF TRUSSES, TYP



7.8

8.7

TRUSS

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

HSS 5x5

8


H.1 I.1

8" 7 1/4"


HSS5x5

SEE WALL SCHEDULE

6' - 9 7/8"

ROOF TRUSSES, TYP




H.1 I.1A

1' -

0"

OUTRIGGER

(2) L3x3x¼, HANGER

COLUMN BEYOND


ROOF TRUSSES, TYP



10


SEE WALL SCHEDULE

BOND BEAMSTEEL BEAM, SEE PLAN

L8x6x7/16 (LLH)

1" PLATE

1½" STEEL DECK

3' - 10"

9.3



97.6


ROOF TRUSS, SEE PLAN

L4x4x¼, BRICK LEDGE ANCHOR TO WALL w/ ½"Ø ANCHORS @ 24"OC, TYP


8' - 9 1/2"

9.2

9.3



RAPPELLING RAILING, SEE ARCH FOR LOCATION

& ADDL INFO

5"x5"x½" AT EACH RAILING POSTPL

STIFFENER PLATES BOTH SIDES OF BEAM

@ RAILING POST RESIDENCE T.O.M.22' - 0"

CL BEAM

RAPPELLING ANCHOR, SEE ARCH DWGS FOR LOCATION & ADDL INFO


2"

DOUBLE NUT OR BURR THREADS

6"x6"x3/8" PLATE RAPPELLING WALL ANCHOR SEE ARCH DWGS FOR LOCATION AND ADDL INFO





FILL SOLID w/ GROUT, 12"x12" MIN


Client:

Location:

Project:

Drawn by:

Project No: Date:



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S5.03

FRAMING SECTIONS

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

3/4" = 1'-0"1SECTION

3/4" = 1'-0"2SECTION

3/4" = 1'-0"9SECTION

3/4" = 1'-0"8SECTION

3/4" = 1'-0"3SECTION

3/4" = 1'-0"5SECTION

3/4" = 1'-0"4SECTION

3/4" = 1'-0"7SECTION

3/4" = 1'-0"10SECTION

3/4" = 1'-0"6SECTION

3/4" = 1'-0"14SECTION

3/4" = 1'-0"15SECTION

3/4" = 1'-0"11SECTION

3/4" = 1'-0"12SECTION 3/4" = 1'-0"13

SECTION

Revision Schedule

# Date Revision



R=±14'-0"

5/16" ARCHED HUNG PLATE

LINTEL SBL-3

¼" PLATE @ 2'-0"O/C MAX


107.823' - 11 7/8"

PRE FAB TRUSS


SEE WALL SCHEDULE

BOND BEAM

6" STEEL STUD BEARING

8 9.3


H.1E.9


SEE WALL SCHEDULE

BOND BEAM

SEE WALL SCHEDULE

BOND BEAM


SEE WALL SCHEDULE

BOND BEAM


H.1E.9


SEE WALL SCHEDULE

BOND BEAM

SEE WALL SCHEDULE

BOND BEAM

6" STEEL STUD BEARING


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA





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1/16/2019 2:29:48 PM

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S5.04

FRAMING SECTIONS

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

3/4" = 1'-0"1SECTION

3/4" = 1'-0"2SECTION

3/4" = 1'-0"3SECTION

3/4" = 1'-0"4SECTION

Revision Schedule

# Date Revision





7.8 7 6 5 4 39 7.68.7

23' - 0 5/8" 18' - 7 3/8" 19' - 6" 23' - 6" 15' - 9 1/8"

105' - 6"

2' - 7 5/8" 50' - 1 3/8" 50' - 3 3/4" 2' - 5 1/4"

1' -

0 7/

8"

1' -

0 1/

8"

100' - 5 1/8"

9.2 89.3




10 7.8 7 6 5 4 39 7.68.7

3' - 6 3/8" 23' - 0 5/8" 18' - 7 3/8" 19' - 6" 23' - 6" 15' - 9 1/8"

2' - 11 1/4" 17' - 1" 4' - 7 3/8" 31' - 11 3/8" 50' - 3 3/4" 2' - 5 1/4"

109' - 4"

103' - 11 1/2"

VARY SLOPE TO ACHIEVE

ROOF PROFILE, SEE ARCH

9.2 89.3




10 7.8 7 6 5 4 39 7.68.7

3' - 6 3/8" 23' - 0 5/8" 18' - 7 3/8" 19' - 6" 23' - 6" 10' - 6 7/8"

98' - 9 1/4"

VARY SLOPE TO ACHIEVE

ROOF PROFILE, SEE ARCH

1' -

6"

2' - 11 1/8" 5' - 10 1/8" 4' - 9 7/8" 43' - 0" 45' - 1 1/2" 5' - 2 1/8"

101' - 8 1/2"9.2 89.3


7.8 9

8.7

16' - 3 5/16"

1' -

5 1/

2"

2' - 4 3/8" 8' - 10 1/2" 8' - 5 5/8" 2' - 9 1/4"

22' - 5 5/8"

9.28 9.3


TRUSS T23' - 9 1/2" 11' - 10 1/2"

1' -

6"

15' - 8"

11' - 7 1/2"


9

8.7VARIES

VA

RIE

S

TRUSS T2A

9.2 9.3




7.8 7 6 5 4 37.6

5' - 5 7/8" 18' - 7 3/8" 19' - 6" 23' - 6" 13' - 5 7/16"

80' - 6 11/16"

32' - 6 3/4" 48' - 0 1/2"

1' -

0"

8




7.8 7 6 5 4 3 17.6 28.7 1.2

18' - 7 3/8" 19' - 6" 23' - 6" 16' - 0 3/4"

1' - 6 1/4" 4' - 2 1/4" 2' - 8 5/8" 29' - 7 7/8" 53' - 9 1/4" 1' - 5 1/2"

93' - 3 3/4"

8


Client:

Location:

Project:

Drawn by:

Project No: Date:



Maryland:MD Fax:

(301) 261-8228(410) 224-4443




MICHAEL MATULA





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S6.01

ROOF TRUSSPROFILES

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

3/16" = 1'-0"1Truss T1

3/16" = 1'-0"2Truss T1A

3/16" = 1'-0"3Truss T1B

3/16" = 1'-0"6Truss T2

3/16" = 1'-0"7Truss T2A

3/16" = 1'-0"8Truss T2B

3/16" = 1'-0"4Truss T1C

3/16" = 1'-0"5Truss T1D

Revision Schedule

# Date Revision

COLUMN SCHEDULE

FIRST FF FIRST FF

0" 0"

SECOND FF SECOND FF

12' - 0" 12' - 0"

RESIDENCE T.O.M. RESIDENCE T.O.M.

22' - 0" 22' - 0"

TOWER T.o.M. TOWER T.o.M.

35' - 4" 35' - 4"

Column LocationsA-7 A-7.8 A-9.2 A-10 C-4 C-5 C-6 C-7 C.3-10 C.9-7.6 C.9-10 D-3 D-4 D-5 D-6 D.8-7.6 E-10 F-3 F-4 F-5 F-6 F-7.6 F.2-1 G-7.6 H.1-1 I.1-8.7 I.1A-1.2 N.9-4.4 N.9-4.9 N.9-5.5

W8x

24

W8x

24

HSS

5x5x

5/16

W8x

24

W8x

24

W8x

24

W8x

24

HSS

4x4x

1/4

W8x

31

W8x

24

W8x

24

W8x

24

W8x

24

W8x

24

W8x

24

W8x

24

W8x

24

W8x

24

W8x

24

W8x

24

W8x

24

W8x

24

W8x

24

W8x

24

HSS

4x4x

1/4

HSS

5x5x

1/4

HSS

5x5x

1/4

HSS

5x5x

1/4

PIER

BASE PLATES

PIER

BASE PLATES

HSS

4x4x

1/4

P22 P22 P22 P22 P22 P22 P22 P22 P22 P22 P24 P22 P22 P22

SBP-2 SBP-2 SBP-2 SBP-2 SBP-2 SBP-2SBP-1 SBP-1 SBP-1 SBP-1 SBP-1 SBP-1 SBP-1 SBP-1 SBP-1 SBP-1 SBP-1 SBP-1 SBP-1 SBP-1 SBP-1SBP-3 SBP-5 SBP-5 SBP-5

P12 P12

SBP-4SBP-4

P22

SBP-3

HSS

4x4x

5/16

FIRST FF0"

SECOND FF12' - 0"

FC.9 D.8

HSS6x6x1/4

W21x50 LF-1

W8x

31

W8x

24

W8x

24

HSS6x6x1/

4

+/- 50 kip+/- 50 kip

FIRST FF0"

SECOND FF12' - 0"

FD

HSS6x6x1

/4 HSS6x6x1/4

W8x

24

W8x

24

W21x50 LF-2

+/-35

kip +/-35 kip

SECOND FF12' - 0"


FD

HSS6x6x1/

4 HSS6x6x1/4W8x

24

W8x

24

W21x50 LF-3

W16x31 LF-3

+/-20 kip

+/-20 kip

FIN

ISH

CO

LUM

N

TOP

OF

CO

NC

RET

ESE

E P

LAN

FOR COLUMN SIZE,SEE SCHEDULE ORPLAN

HEAVY HEX NUT WITHPLATE WASHER, SEENOTE #2

(4) HEADED ANCHORBOLTS, SEE COLUMNSCHEDULE FOR SIZE

BASE PLATE, SEECOLUMN SCHEDULEFOR SIZE

AROUND, SEE NOTE #2EDGE DISTANCE TYP ALL

EMBE

DMEN

T LE

NGTH

(L)=

12d

GRO

UT, S

EE N

OTE

#1

NOTES:1. PROVIDE 1" OF GROUT WITH LEVELING PLATES OR 2" OF

GROUT WITH LEVELING NUTS OR SHIMS.2. REFER TO BASE PLATE DETAILING SCHEDULE FOR THE BASE

PLATE HOLE DIAMETERS AND PLATE WASHER DIMENSIONS AND ANCHOR BOLT EDGE DISTANCES.

3. FOR BASE PLATES 18" OR GREATER IN EITHER DIRECTION, PROVIDE A 2" DIAMETER GROUT HOLE IF USING LEVELING NUTS OR SHIMS.

4. "d" IS THE ANCHOR BOLT DIAMETER.5. UNHEADED ANCHORS WITH DOUBLE HEAVY HEX NUTS MAY BE

SUBSTITUTED FOR THE HEADED ANCHOR BOLTS.6. THE LAST DIMENSION OF THE COLUMN BASE PLATE, NOTED IN

THE COLUMN SHEDULE, IS PARALLEL TO THE LONG SIDE OF RECTANGULAR TUBES.

(4) HEADED ANCHORBOLTS, SEE COLUMNSCHEDULE FOR SIZE

HEAVY HEX NUT WITH PLATE WASHER, SEE NOTE #2

FOR COLUMN SIZE, SEE SCHEDULE OR PLAN

BASE PLATE, SEECOLUMN SCHEDULEFOR SIZE

NOTES:1. PROVIDE 1" OF GROUT WITH LEVELING PLATES OR 2" OF GROUT

WITH LEVELING NUTS OR SHIMS.2. REFER TO BASE PLATE DETAILING SCHEDULE FOR THE BASE

PLATE HOLE DIAMETERS AND PLATE WASHER DIMENSIONS AND ANCHOR BOLT EDGE DISTANCES.

3. FOR BASE PLATES 18" OR GREATER IN EITHER DIRECTION, PROVIDE A 2" DIAMETER GROUT HOLE IF USING LEVELING NUTS OR SHIMS.

4. "d" IS THE ANCHOR BOLT DIAMETER.5. UNHEADED ANCHORS WITH DOUBLE HEAVY HEX NUTS MAY BE

SUBSTITUTED FOR THE HEADED ANCHOR BOLTS.6. THE LAST DIMENSION OF THE COLUMN BASE PLATE, NOTED IN

THE COLUMN SHEDULE, IS PARALLEL TO THE COLUMN WEB.

TOP

OF

CO

NC

RET

ES

EE P

LAN

EMBE

DMEN

T LE

NGTH

(L)=

12d

NOTE 6

SEE

AROUND, SEE NOTE #2EDGE DISTANCE TYP ALL

GRO

UT, S

EE N

OTE

#1

FIN

ISH

CO

LUM

N

PIER TYPES

A B C D

ALTERNATE LOCATIONS OF HOOKS WHEN PLACING SUCCESIVE TIES

CLASS BLAP SPLICE

COL

COL

8" 4"

8"4"

1 1/2"

3 1/2" 3 1/2"

1 1/2"

1 1/

2"

3 1/

2"3

1/2"

1 1/

2"

PIER / BASE PLATE

PIER

/ BA

SE

PLAT

E

HSS COLUMN, SEE COLUMN SCHEDULE FOR SIZE

ANCHOR BOLTS, SEE BASE PLATE

SCHEDULE


Client:

Location:

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Drawn by:

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S7.01

COLUMN SCHEDULE &LATERAL FRAME

DETAILS

17032 1/25/19

BIDCONSTRUCTION

CEI

19154 05/31/2019

1/4" = 1'-0"1LATERAL FRAME LF-1



3/4" = 1'-0"

Typical Column Detail - HSS Column 3/4" = 1'-0"

Typical Column Detail - Wide Flange Column

CONCRETE PIER SCHEDULE

PIER NUMBER SIZE (IN) BxA REINFORCING (VERTS & TIES) PIER TYPE REMARKS

P12 12 x 12 (4) #5 VERT & #4 TIES @ 12" A

P22 22 x 22 (4) #5 VERT & #4 TIES @ 12" A

P24 24 x 24 (8) #5 VERT & #4 TIES @ 12" B

P24/30 24 x 30 (10) #6 VERT & #4 TIES @ 12" C COORD W/ PEMB

P30/38 30 x 38 (10) #7 VERT & #4 TIES @ 12" C COORD W/ PEMB

STEEL BASE PLATE SCHEDULE

MARK THICKNESS LENGTH WIDTH ANCHOR BOLTS REMARKS

SBP-1 3/4" 14" 14" (4) 3/4"Ø x 9" EMBEDMENT

SBP-2 1" 16" 16" (4) 1"Ø x 12" MIN EMBEDMENT

SBP-3 3/4" 12" 12" (4) 3/4"Ø x 9" EMBEDMENT

SBP-4 1/2" 10" 10" (4) 3/4"Ø x 9" EMBEDMENT SEE PLAN DETAIL ON S3.00 FOR ANCHOR BOLT LAYOUT

SBP-5 1/2" 11" 8" (4) 5/8"Ø ADHESIVE ANCHORS

Plan Detail Base Plate SBP-4

Revision Schedule


1

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CONSTRUCTION · mw -1 mw -2 mw -3 notes: 1. mw -x = masonry wall type x. 2. ms -x = metal stud wall...

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