construction€¦ · & plumbing engineer century engineering 10710 gilroy road hunt valley, md...
TRANSCRIPT
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
1/16/2019 2:29:08 PM
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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"
4" BRICK ON 8" CMU TYPE A#5@16" VC
9 GA HJR @ 16"
4" BRICK ON 8" CMU TYPE A#5@16" VC
9 GA HJR @ 16"
8" CMU TYPE AGROUT SOLID
#5@16" VC9 GA HJR @ 16"
8" CMU TYPE A#5@16" VC
9 GA HJR @ 16"
8" CMU TYPE A#5@16" VC
9 GA HJR @ 16"
8" CMU TYPE A#5@16" VC
9 GA HJR @ 16"
12" CMU TYPE A#4@24" VC
9 GA HJR @ 16"
12" CMU TYPE A#4@24" VC
9 GA HJR @ 16"
12" CMU TYPE A#4@24" VC
9 GA HJR @ 16"
MW-4
8"+12" CMU TYPE A
GROUT SOLID#5@16" VC
9 GA HJR @ 16"
4" BRICK ON 12" CMU TYPE A#5@16" VC
9 GA HJR @ 16"
4" BRICK ON 12" CMU TYPE A#5@16" VC
9 GA HJR @ 16"
4" BRICK ON 12" CMU TYPE A#5@16" VC
9 GA HJR @ 16"
MW-5 MW-6
8" CMU TYPE AGROUT SOLID
#5@16" VC9 GA HJR @ 16"
4" BRICK ON 8" CMU TYPE A#5@16" VC
9 GA HJR @ 16"
12" CMU TYPE AGROUT SOLID
#5@16" VC9 GA HJR @ 16"
4" BRICK ON 12" CMU TYPE A#5@16" VC
9 GA HJR @ 16"
N/A N/A
MW-8
12" CMU TYPE AGROUT SOLID
#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"
4" BRICK ON 12" CMU TYPE A#5@16" VC
9 GA HJR @ 16"
4" BRICK ON 8" CMU TYPE A#5@16" VC
9 GA HJR @ 16"
4" BRICK ON 8" CMU TYPE A#5@16" VC
9 GA HJR @ 16"
N/A
N/A
N/A
MS-1
4" BRICK ON 8" CMU TYPE A#5@16" VC
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"
MASONRY ANCHORS@ 16"OC
5/16" SUSPENDED PLATE (GALV)
STEEL BEAM (GALV)
1/4" PLATE @ 16" OC (GALV)
1/4"1/4"
4"
1/4"
MASONRY ANCHORS@ 16"OC
5/16" SUSPENDED PLATE (GALV)
STEEL BEAM (GALV)
SBL DETAIL "C"
1/4" PLATE @ 16" OC (GALV)
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
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
1/16/2019 2:28:47 PM
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CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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
L4x4x1/4 TYP E/S OPENING
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.
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
1/17/2019 11:40:41 AM
C:\R
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70
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.00
Pr
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(R
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)_d
wfa
st.
rvt
CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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 OPENING
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.
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
1/17/2019 11:40:52 AM
C:\R
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wfa
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CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
1/17/2019 11:40:44 AM
C:\R
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wfa
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CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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.
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
1/17/2019 11:40:55 AM
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CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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 FOR EXTERIOR WALL FINISHES
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
SEE ARCH FOR EXTERIOR WALL FINISHES
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
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
1/16/2019 2:29:54 PM
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CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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
VEHICLE ENTRANCE, SEE TYPICAL DETAILS
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
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
6/6/2019 1:23:15 PM
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R1
7)_
rbe
ard
.rvt
CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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
VEHICLE ENTRANCE, SEE TYPICAL DETAILS, TYP
VEHICLE ENTRANCE, SEE TYPICAL DETAILS
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.
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
6/6/2019 1:23:18 PM
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CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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
# Date Revision1 5/15/19 Addendum 7
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
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
1/16/2019 2:31:57 PM
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CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
1/16/2019 2:28:52 PM
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CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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
1" CLR @ PERIMETER OFBEAM AND UNDERSIDE
OF DECK
1" CLR @ PERIMETER OFBEAM AND UNDERSIDE
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
OF TUBE SECTION OR CENTROID OF DOUBLE ANGLE
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
OF TUBE SECTION OR CENTROID OF DOUBLE ANGLE
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
OF TUBE SECTION OR CENTROID OF DOUBLE ANGLE
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
STEEL BEAM, SEE PLAN
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
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
1/16/2019 2:29:21 PM
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CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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
STEEL BEAM, SEE PLAN
CONCRETE OVER METAL DECK, SEE PLAN
1' -
1 1/
2"
8" CMU, SEE WALL SCHEDULE FOR REINF
SEE ARCH FOR EXTERIOR WALL FINISHES
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"
CONCRETE OVER METAL DECK, SEE PLAN
SEE SCHEDULE FOR REINF
SEE SCHEDULE FOR REINF
BOND BEAM
1' -
1 1/
2"
SEE ARCH FOR EXTERIOR WALL FINISHES
SECOND FF12' - 0"
N.9
BOND BEAM, BEYOND. INTERUPT BOND BEAM AT STEEL BEAM BEARING
SEE TYPICAL BEARING PLATE DETAIL
STEEL BEAM, SEE PLAN
CONCRETE OVER METAL DECK, SEE PLAN
HANDRAIL, SEE ARCH
SEE WALL SCHEDULE FOR REINF
SECOND FF12' - 0"
N.9
BOND BEAM
STEEL BEAM, SEE PLAN
CONCRETE OVER METAL DECK, SEE PLAN
SEE WALL SCHEDULE FOR REINF
STEEL COLUMN & BASE PLATE, SEE COLUMN SCHEDULE
SECOND FF12' - 0"
1
4" 11 1/4"
CONCRETE OVER METAL DECK, SEE PLAN
BOND BEAM
L3x3x1/4 DECK EDGE SUPPORT W/ 1/2"ø ANCHOR @ 48" OC
SEE WALL SCHEDULE FOR REINF, TYP
SEE ARCH FOR EXTERIOR WALL FINISHES
SECOND FF12' - 0"
3 1.2
3' - 0"ر SLAB OPENING
FIRE POLE, SEE ARCH
CONCRETE OVER METAL DECK, SEE PLAN
STEEL BEAM, SEE PLAN
STEEL BEAM, SEE PLAN
DEFLECTION TRACK
LIGHT GAGE STUD WALL, SEE ARCH
SEE ARCH FOR EXTERIOR WALL FINISHES
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
SEE ARCH FOR EXTERIOR WALL FINISHES
CONCRETE ON METAL DECK,
SEE PLAN
SECOND FF12' - 0"
A3" 11 1/4"
WINDOW BELOW, SEE ARCH
CONCRETE OVER METAL DECK, SEE PLAN
STEEL BEAM, SEE PLAN
SEE ARCH FOR EXTERIOR WALL FINISHES
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
CONCRETE OVER METAL DECK, SEE PLAN
STEEL BEAM, SEE PLAN
SEE ARCH FOR EXTERIOR WALL FINISHES
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
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"
CONCRETE OVER METAL DECK, SEE PLAN
STEEL BEAM, SEE PLAN
SEE ARCH FOR EXTERIOR WALL FINISHES
STUD WALL INFILL, SEE SCHEDULE
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
STEEL BEAM, SEE PLAN
SEE ARCH FOR EXTERIOR WALL FINISHES
STUD WALL, SEE ARCHFIRE POLE, SEE ARCH
CONCRETE OVER METAL DECK, SEE PLAN
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
STEEL BEAM, SEE PLAN
CONCRETE OVER METAL DECK, SEE PLAN
SEE WALL SCHEDULE FOR REINF, TYP
BOND BEAM
SECOND FF12' - 0"
H.1 I.1
8" 7 1/4"
6' - 9 7/8"
L4x4x1/4 DECK EDGE SUPPORT w/ ½"Ø ANCHOR @ 48" OC
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
STEEL BEAM, SEE PLAN
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
STEEL BEAM, SEE PLAN
SECOND FF12' - 0"
6.1
STEEL BEAM, SEE PLAN
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
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
1/16/2019 2:29:04 PM
C:\R
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CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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
(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
METAL ROOF DECK, SEE PLAN
SEE ARCH FOR WALL FINISHES
SEE WALL SCHEDULE
RESIDENCE T.O.M.22' - 0"
HOIST BEAM, SEE PLAN
STEEL BEAM, SEE PLAN
(4) 3/4"Ø BOLTS w/ DOUBLE NUTS
3/8" STIFFENER PLATES BS
METAL ROOF DECK, SEE PLAN
UTILITY T.o.M.26' - 0"
RESIDENCE T.O.M.22' - 0"
9
L3x3x1/4 DECK EDGE SUPPORT w/ 1/2"ø ANCHOR @ 48"OC (MIN 2 ANCHORS PER L3x3 SECTION)
STEEL BEAM, SEE PLAN
SEE WALL SCHEDULE
SEE ARCH FOR WALL FINSISHES
BOND BEAM, TYP
SEE ARCH FOR WALL FINISHES
SEE WALL SCHEDULE
METAL ROOF DECK, SEE PLAN
9.2
UTILITY T.o.M.26' - 0"
RESIDENCE T.O.M.22' - 0"
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
STEEL BEAM, SEE PLAN
SEE ARCH FOR WALL FINISHES
SEE WALL SCHEDULE
APPARATUS BAY T.O.M20' - 0"
P
BOND BEAM, TYP
SEE ARCH FOR WALL FINISHES
SEE WALL SCHEDULE
TOP CHORD JOIST EXTENSIONSTEEL JOIST,
SEE PLAN
2' - 7 3/4"
UTILITY T.o.M.26' - 0"
1
L3x3x1/4 DECK EDGE SUPPORT w/ 1/2"ø ANCHOR
@ 48"OC (MIN 2 ANCHORS PER L3x3 SECTION)
BOND BEAM, TYP
SEE ARCH FOR WALL FINISHES
SEE WALL SCHEDULE
APPARATUS BAY T.O.M20' - 0"
2
BOND BEAM, TYP
STEEL BEAM LINTEL, SEE PLAN & LINTEL
SCHEDULE
2' - 7 5/8"
UTILITY T.o.M.26' - 0"
RESIDENCE T.O.M.22' - 0"
3 1
23' - 0"
CFSF
STEEL BEAM, SEE PLAN
6" CHANNEL @ 4'-0"
STEEL BEAM, SEE PLAN
NOTCH DECK AROUND 6"
CHANNEL
UTILITY T.o.M.26' - 0"
RESIDENCE T.O.M.22' - 0"
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
SEE ARCH FOR WALL FINISHES
STEEL BEAM, SEE PLAN
ROOF TRUSS
24' - 0"
SEE WALL SCHEDULE
APPARATUS BAY T.O.M20' - 0"
RESIDENCE T.O.M.22' - 0"
32' - 5 1/4"
ROOF TRUSS
SEE ARCH FOR WALL FINISHES
UTILITY T.o.M.26' - 0"
RESIDENCE T.O.M.22' - 0"
C AB
CFSF
TRUSS
BOND BEAM, TYP
SEE ARCH FOR WALL FINISHES
SEE WALL SCHEDULE
TOWER T.o.M.35' - 4"
APPARATUS BAY T.O.M20' - 0"
RESIDENCE T.O.M.22' - 0"
C2' - 11 1/4"
CFSF OUTRIGGER
GABLE END TRUSS
APPARATUS BAY T.O.M20' - 0"
RESIDENCE T.O.M.22' - 0"
C A
BRICK SHELF ANGLE
TRUSS
GABLE END TRUSS
STEEL BEAM, SEE PLAN
METAL STUD
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
1/16/2019 2:29:40 PM
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CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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
APPARATUS BAY T.O.M20' - 0"
RESIDENCE T.O.M.22' - 0"
10
STEEL BEAM, SEE PLAN
TRUSS
APPARATUS BAY T.O.M20' - 0"
RESIDENCE T.O.M.22' - 0"
7.8
4 3/8" 1' - 3 1/4"
SEE ARCH FOR WALL FINISHES
SEE WALL SCHEDULE
BOND BEAM
PEMB FRAME
2SIM
3' - 7 5/8"
OUTRIGGER BY PEMB SUPPLIER
8
TOWER T.o.M.35' - 4"
NM.8
4' - 9 5/8"
6" STUD WALL
PEMB FRAME
ZEE ROOF PURLINS
CONT ANGLE
TOWER T.o.M.35' - 4"
I I.2
GABLE END TRUSS
VARIES
OUTRIGGER
ZEE PURLINS
PEMB FRAME
BOND BEAM, TYP
SEE ARCH FOR WALL FINISHES
SEE WALL SCHEDULE
L3x3x1/4 DECK EDGE SUPPORT w/ ½"Ø ANCHOR @ 48" OC
5' - 5 7/8"
UTILITY T.o.M.26' - 0"
RESIDENCE T.O.M.22' - 0"
H.1
SEE ARCH FOR WALL FINISHES
OUTRIGGER
STEEL BEAM, SEE PLAN
ROOF TRUSSES, TYP
UTILITY T.o.M.26' - 0"
RESIDENCE T.O.M.22' - 0"
7.8
8.7
TRUSS
6' - 10 7/8" 1' - 6 1/4"
HSS 5x5
8
RESIDENCE T.O.M.22' - 0"
H.1 I.1
8" 7 1/4"
SEE ARCH FOR WALL FINISHES
HSS5x5
SEE WALL SCHEDULE
6' - 9 7/8"
ROOF TRUSSES, TYP
UTILITY T.o.M.26' - 0"
APPARATUS BAY T.O.M20' - 0"
RESIDENCE T.O.M.22' - 0"
H.1 I.1A
1' -
0"
OUTRIGGER
(2) L3x3x¼, HANGER
COLUMN BEYOND
STEEL BEAM, SEE PLAN
ROOF TRUSSES, TYP
STEEL BEAM, SEE PLAN
UTILITY T.o.M.26' - 0"
10
SEE ARCH FOR WALL FINISHES
SEE WALL SCHEDULE
BOND BEAMSTEEL BEAM, SEE PLAN
L8x6x7/16 (LLH)
1" PLATE
1½" STEEL DECK
3' - 10"
9.3
UTILITY T.o.M.26' - 0"
RESIDENCE T.O.M.22' - 0"
97.6
STEEL BEAM, SEE PLAN
ROOF TRUSS, SEE PLAN
L4x4x¼, BRICK LEDGE ANCHOR TO WALL w/ ½"Ø ANCHORS @ 24"OC, TYP
STEEL BEAM, SEE PLAN
8' - 9 1/2"
9.2
9.3
UTILITY T.o.M.26' - 0"
RESIDENCE T.O.M.22' - 0"
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
STEEL BEAM, SEE PLAN
2"
DOUBLE NUT OR BURR THREADS
6"x6"x3/8" PLATE RAPPELLING WALL ANCHOR SEE ARCH DWGS FOR LOCATION AND ADDL INFO
DOUBLE NUT OR BURR THREADS
6"x6"x3/8" PLATE RAPPELLING WALL ANCHOR SEE ARCH DWGS FOR LOCATION AND ADDL INFO
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
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
1/16/2019 2:29:45 PM
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CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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
APPARATUS BAY T.O.M20' - 0"
RESIDENCE T.O.M.22' - 0"
R=±14'-0"
5/16" ARCHED HUNG PLATE
LINTEL SBL-3
¼" PLATE @ 2'-0"O/C MAX
TOWER T.o.M.35' - 4"
107.823' - 11 7/8"
PRE FAB TRUSS
SEE ARCH FOR WALL FINISHES
SEE WALL SCHEDULE
BOND BEAM
6" STEEL STUD BEARING
8 9.3
TOWER T.o.M.35' - 4"
H.1E.9
SEE ARCH FOR WALL FINISHES
SEE WALL SCHEDULE
BOND BEAM
SEE WALL SCHEDULE
BOND BEAM
SEE ARCH FOR WALL FINISHES
SEE WALL SCHEDULE
BOND BEAM
TOWER T.o.M.35' - 4"
H.1E.9
SEE ARCH FOR WALL FINISHES
SEE WALL SCHEDULE
BOND BEAM
SEE WALL SCHEDULE
BOND BEAM
6" STEEL STUD BEARING
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
1/16/2019 2:29:48 PM
C:\R
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Pr
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(R
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CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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
TOWER T.o.M.35' - 4"
UTILITY T.o.M.26' - 0"
APPARATUS BAY T.O.M20' - 0"
RESIDENCE T.O.M.22' - 0"
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
TOWER T.o.M.35' - 4"
UTILITY T.o.M.26' - 0"
RESIDENCE T.O.M.22' - 0"
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
TOWER T.o.M.35' - 4"
UTILITY T.o.M.26' - 0"
RESIDENCE T.O.M.22' - 0"
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
TOWER T.o.M.35' - 4"
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
TOWER T.o.M.35' - 4"
TRUSS T23' - 9 1/2" 11' - 10 1/2"
1' -
6"
15' - 8"
11' - 7 1/2"
TOWER T.o.M.35' - 4"
9
8.7VARIES
VA
RIE
S
TRUSS T2A
9.2 9.3
TOWER T.o.M.35' - 4"
UTILITY T.o.M.26' - 0"
RESIDENCE T.O.M.22' - 0"
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
TOWER T.o.M.35' - 4"
UTILITY T.o.M.26' - 0"
RESIDENCE T.O.M.22' - 0"
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
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
1/16/2019 2:29:35 PM
C:\R
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CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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"
RESIDENCE T.O.M.22' - 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
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
10710 GILROY ROADHUNT VALLEY, MD 21031
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
6/6/2019 1:23:21 PM
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CALVERT COUNTY -GENERAL SERVICES DIVISION
450 SOLOMONS ISLAND ROADPRINCE FREDERICK, MD 20678
PRINCE FREDERICK VOLUNTEERFIRE STATION
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
1/4" = 1'-0"2LATERAL FRAME LF-2
1/4" = 1'-0"3LATERAL FRAME LF-3
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
# Date Revision1 5/15/19 Addendum 7
1