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ERAL
NO
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No. Issue DateBID SET 02/09/16
6
(UNLESS SHOWN OTHERWISE ON DRAWINGS)
Fy=60000 PSI
BARSIZE
#3
#4
#5
#6
#7
#8
#9
#10
#11
TOP BARS OTHER BARS
21 3 4 5 6 21 3 5 616" 16" 16" 16" 16" 16"18" 18" 18" 18" 18" 18"
24"24"24"24"24"26"
40" 32" 30" 30" 30" 30"
57" 45" 40" 36" 36" 36"
77" 62" 54" 43" 42" 42"
102" 81" 71" 57" 51" 48"
55"64"72"90"103"129"
163" 131" 114" 92" 82" 65"
80"100"112"140"160"200"
20" 19" 19" 19" 19" 19"
31" 25" 23" 23" 23" 23"
44" 35" 31" 28" 28" 28"
33"33"33"42"48"59"
78" 63" 55" 44" 39" 37"
99" 79" 69" 56" 50" 42"
126" 101" 88" 70" 63" 50"
62"77"86"108"123"154"
f = 4000 PSI,NORMAL WEIGHT
CATEGORY4
CATEGORY
CATEGORY
STRUCTURALELEMENT
CONCRETECOVER
ALL OTHERS
DIAb
bDIA
b2DIA
DIAbDIAb
CATEGORY ACCORDING TOCENTER-TO-CENTER BAR SPACING
2DIAb
b b bbb b
3DIA 3DIA4DIA
4DIA6DIA
6DIA
DIAb
TYPICAL ABBREVIATIONS
1 11 21
1 11 211
3
33
5
35
6
46
= EQUAL TO OR LESS THAN
= GREATER THAN
= EQUAL TO OR GREATER THAN
= LESS THAN
= NOMINAL BAR DIAMETER
BEAMS, COLUMNS, ANDINNER LAYER OFWALLS OR SLABS
CLASS B TENSION SPLICE
HORIZ BARSSTD HOOK, 1'-0" MIN
21
7
8
1
12 MIN
12
2 4
9 10
CONSTRUCTIONJOINT (CONST JT)
53
MINIMUM SPLICE AND EMBEDMENT LENGTH SCHEDULE
SEE SPLICE SCHEDULE
SE
E S
PLI
CE
SC
HE
DU
LE
MATCH SIZE ANDSPACING OF SMALLERHORIZ BAR
LAP OUTSIDE BARS ORPROVIDE CORNER BARS ASSHOWN. WHERE SIZES OFOUTSIDE HORIZ BARSDIFFER DETERMINESPLICE LENGTH BYUSING SMALLER SIZE
0" TYP SE
E S
PLI
CE
SC
HE
DU
LE
STD HOOK1'-0" MIN
STD HOOK1'-0" MIN
0" T
YP
0" TYP
MATCH SIZE ANDSPACING OF HORIZBARS IN THIS WALL
T3T3
CONTINOUSKEYWAY
OPTIONALCONST JOINT
T3
INTERIOR FACE(OCCUPIED SPACE)
REGLET, IF EXPOSED. FORDETAILS SEE ARCHT DWGS.
T
REBAR, SAME SIZE ANDSPACING AS HORIZ WALLREINF X 80 DIA LONG.
T
GROOVE, CONTINOUSOVER TOP OF WALL.SEALANT ON EXTERIORFACE AND TOP.CAULK BELOW GRADE.
2"
34"
12"
T/6
D
SAW CUT 18"x11
2" CONTCONTROL JT
D/3
D/3
CONSTRUCTIONJOINT (CJ)
VAPORBARRIER
WELDED WIRE FABRIC(WWF) SEE PLANS
SUPPORT WWF ON DENSECONCRETE BLOCK AT4'-0" OC EA DIRECTION
2"
D/3
8" MIN GRAVELOR CRUSHEDSTONE SEE SPECS
1'-6" LAP
D
D
2D
SE
EP
LAN
S
#5@18" MAX ALLAROUND (TYP)
TO 12"HIGHPADS UP
ROUGHEN SURFACE OFSLAB, TREAT ASCONST JOINT
STR
UC
TUR
AL
SLA
B
THE EXACT SIZE, SHAPE AND LOCATION OF EQUIPMENT(HOUSEKEEPING) PAD(S) SHALL BE DETERMINED BY THECONTRACTOR AFTER APPROVAL OF SHOP DRAWINGS FOREQUIPMENT. ANCHOR BOLTS WHERE REQUIRED SHALL BESIZED AND LOCATED ACCORDING TO MANUFACTURER'SREQUIREMENTS.
6"
6"
1'-0"
D
HORIZWALL REINF
SL
SLSL
1 BAR EF TO MATCHHORIZ WALL REINF
4'-0" MIN
SL
2'-0
"M
AX
DMIN STEP FOOTING (SF)
1'-0" MIN
VARIES
1'-0" MAX
VA
RIE
S
NO EXCAVATION SHALLBE MADE BELOW THISLINE WITHOUT ADEQUATEBRACING OR PROTECTIONOF THE SOIL BENEATHTHE IN PLACE UPPERFOOTING.
#4 CONTTYPSTD
HOOK
#4@12"(MIN 1 BAR)
#4@12" EF(MIN 1 ROW) "W""W"
"H"
"H"
PROVIDE SHOP DRAWINGS INDICATINGPROPOSED JOINT LAYOUTS.
INTEGRALEQUIPMENTPAD
1'-0"MIN
40'-0
" MA
X
20'-0
" MA
X
112"
12"
34"
34"
STEELSLEEVETHRUWALL
PIPE
6" MIN CRUSHEDSTONE AROUNDPIPE
PIPE SHALL NOT PASS UNDER OR THRUWALL FOOTING. LOWER FOOTING BYSTEPPING TO AVOID INTERFERENCE. (SEEPLUMBING DRAWINGS FOR ADDITIONALSTRUCTURAL INFORMATION.)
FILL MATERIAL
SLAB ONGRADE
HORIZ BARS
AT CORNERSAT INTERSECTIONS
EXTERIOR FACEWALL REINF
EXTERIOR FACE
WALLREINF
INTERIOR FACE
WWF
VAPOR BARRIER
WWF 6x6-W2.9wW2.9
#4 CONT
FTG REINF
FTG REINF
SL = SPLICE LENGTH
D MIN
LOWER CONSTRUCTION
UPPER FOOTING
'W" = LESS THAN 8"
#4@12"#4@12"
'W" = 8" OR MORE
FOR CURB "W" & "H" SEE ARCHT DWGS
PIT
CONTROL JOINT (CJ)
WALL
PIPE THRU WALL
HORIZONTAL WALL REINFORCEMENT PLANSVERTICAL CONSTRUCTION JOINTIN CONCRETE WALLS
VERTICAL CONTROL JOINTIN CONCRETE WALLS
SLAB ON GRADESLAB ON GRADEAT DEPRESSIONS CONCRETE EQUIPMENT PAD
ELEVATION OF STEPPED FOOTINGAT FOUNDATION WALL
CONCRETE CURB DETAIL
SLOPE BETWEEN FOOTING &ADJACENT CONSTRUCTION
LAYOUT OF CONTROL, & CONSTRUCTIONJOINTS IN CONCRETE SLABS ON GRADE
1. AVOID SPLICES IN REGIONS OF MAXIMUMMOMENT. IF THIS IS NOT POSSIBLESTAGGER SPLICES SO THAT NOT MORETHAN 50% OF THE BARS ARE SPLICEDWITHIN A REQUIRED SPLICE LENGTHOTHERWISE INCREASE SPLICE LENGTHBY 30%.
2. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST INTHE MEMBER BELOW THE REINFORCEMENT. WALL REINF IS CLASSIFIED AS OTHER BARS.
3. FOR LIGHTWEIGHT AGGREGATE CONCRETE MULTIPLY THE VALUES ABOVE BT 1.3.
11
6
10"
D
3" C
L 11
1"
12
CONTROL JOINTWHEN ALONGCOLUMN LINES
PROVIDE DOWELS WHEREWALLS ARE REINFORCED.SIZE AND SPACING TOMATCH WALL REINF.GROUT CELLS SOLID.
13
3-#5 CONT
SLAB ON GRADE
TRENCH FOOTING UNDERCONCRETE MASONRY PARTITIONS
BRACING TOP OF CMU WALL DETAIL
1"
SLAB AT GRADEOR DECK SLAB
TYPICAL: #5@40" OC(GROUT CELLS SOLID ATREBARS)
2-#5 CONT AT 8" CMU2-#4 CONT AT 6" CMU
BOND BEAM (ONE COURSEBELOW TOP OF WALL)
CONTRESTRAININGANGLES
58"Ø EXP BOLT
AT 2'-0" OC 4" EMBED
DETAIL WHERE RESTRAININGANGLE ABUTS OPEN CELL
NOTE:1. FOR CMU WALL THICKNESS SEE ARCHT DWG.2. SEE ARCHT DWGS OF PARTITIONS FOR ADDL
DETAILS.
CONT 14"PLATE
L4x4x14
FLOOR SLAB
WALL THICKNESS
CLEAR SPANL
REINF IN LINTELS8" WALL
UP TO 4'-0" TO 5'-0" TO 6'-0" TO 7'-0" TO 8'-0" TO 9'-0" TO 9'-0"
2-#42-#42-#42-#52-#63-#6
ENDBEARING
8"8"8"8"8"12"14
L
NOTES:1. CONCRETE fc=3000 PSI2. CMU fm=1500 PSI MIN
DOWELS TO MATCHVERTICAL REINF
VERTICAL WALLREINF #5@32"
PROVIDE MIN OF 2 ADDLVERT BARS @8" OCEACH SIDE OF OPNGUNLESS NOTED OTHERWISE
#9 GA WIRE @16" OC(DURO-WALL OR EQUAL)
BOND BEAM REINFWITH 2-#5 CONT
758"
758"
758"
FLOOR
FLOOR
LINTEL
#3
SEE SCHED
END BEARING
2-#3
#4@16"
SEE SCHED
SEE SCHEDSEE SCHED
SECTION
ELEVATION
CONC BLOCK LINTELSPANS UP TO 5'-0"
CONC BLOCK LINTELSPANS OVER 5'-0" TO 9'-0"
REINFORCED CONCRETE LINTELS & TYPICALREINF ARRANGEMENT FOR CMU WALLS
2"
STRAP ANCHOR1
4x2x1'-6" LONG @40" OC
MATCH SIZE & NUMBER OFREBARS IN BOND BEAM.LENGTH OF SPLICE BAR =SL+6"
14
BOND BEAM
CMU WALLTUBE COLUMN
CONNECTION OF WALLS TO TUBE COLUMNS15
2'-0"
SLAB ONGRADE
UNDERSLAB RADONCONTROL SYSTEMSEE ARCH DWG
6" MIN CRUSHEDSTONE AROUNDPIPE
16
8" MIN GRAVELOR CRUSHEDSTONE SEE SPECS
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No. Issue DateBID SET 02/09/16
3'-0
"M
AX
3'-0
"
(-2 1/2") C+1"P=±20k
W16x31 (20)
[-6 1/2"]
RIB WIDTH
3
10
12
6 75
14
SH
IM A
SR
EQ
D
6'-0
" MA
X
11'-0" MAX
2'-6
"
2'-0
"
NO OPENINGSIN THIS AREA
NO OPENINGSIN THIS AREA
WHERE APPLICABLE PROVIDE REINFORCEMENT AS REQUIRED TOSUPPORT SLAB BETWEEN INDIVIDUAL SMALLER OPENINGS
ROUND OR RECTANGULAROPENING OR RECTANGLESURROUNDING ONE ORMORE SMALLER OPENINGS
BE
AM
EN
D C
ON
NTO
CO
LUM
N
INDICATES NUMBER OFSHEAR CONNECTORS
COLD-FORMED CAMBERAT MID-SPAN OF BEAMAXIAL FORCE+ = TENSION- = COMPRESSIONDEVIATION FROM TOP OFSTEEL BASE ELEVATION
MOMENT PLATE
NOTES:1. SHEAR CONNECTION SHALL BE DESIGNED FOR THE BEAM
END REACTIONS.2. DESIGN MOMENT PLATES FOR THE FULL MOMENT
CAPACITY OF THE BEAM.
1. PROVIDE AND INSTALL LINTEL ANGLES FOR MASONRY OPENINGSIN ACCORDANCE WITH THE SCHEDULE ABOVE. INSTALL LONG LEGVERTICAL. SEE ARCHT & MECH PLANS FOR LOCATIONS.
2. PROVIDE 6" MIN BEARING AT EACH END BUT NOT LESS THAN 1" PER FOOTOF SPAN. FILL 2 COURSES OF MASONRY BELOW BEARING WITH MORTAR.
3. WHERE MINIMUM BEARING CANNOT BE PROVIDED, ATTACH SECURELY TOADJACENT STRUCTURAL MEMBERS OR PROVIDE SEPARATE SUPPORTS.
4. WHERE LINTELS OCCUR IN EXTERIOR WALLS MINIMUM THICKNESSSHALL BE 516" AND ANGLES SHALL BE HOT DIP GALVANIZED.
5. WHERE WALL THICKNESS EXCEEDS 12" PROVIDE ONEADDITIONAL ANGLE FOR EACH ADDITIONAL 4" OF WALL.
MAINTAIN RIB WIDTHOVER BEAM FLANGE
16 GAGE DECKCLOSURE AS REQD
DECK MUST BE IN CONTACT WITH BEAM TOENSURE THAT FLANGE DOES NOT FALL UNDERHIGH CELL RESULTING IN UNBRACED BEAM.
4
SHEAR PLATECONNECTOR
9
SHEAR CONN SHEAR CONN
W8x10
W8x10
SPAN OF DECK
W8x
10
W8x
10
STR STEEL MEMBERSPAN OF DECK
STR STEEL MEMBER
3-#5B
3-#5B
2-#5B
END REACTION
MEMBER SIZE
TYP
TYP TYP
TYP
MOMENT PLATE
MOMENT PLATE
SHEAR CONN SHEAR CONN
WWFSHEAR CONNECTOR
STEEL DECK
BEAM OR GIRDER
WF
HSS
TYPE ATYPE B
TYPICAL BEAM TO BEAM CONNECTION
TYPICAL BEAMTO COLUMNCONNECTION
TYPE I TYPE II
REINFORCEMENT AT OPENINGS IN SLABSWITH COMPOSITE STEEL DECK
SCHEMATIC PLAN SHOWING TYPICAL CONNECTION OF STEEL DECK
BEAM EXPLANATION DIAGRAM
BEAM TO BEAM MOMENT CONNECTION
STEEL DECK SPANNING PARALLELWITH STEEL SLAB
2
41
6
3
64
51 A. LOCATIONS ON STEEL DECK REQUIRING
PANEL ENDSABUTTING ENDS - EACH PANEL
PANEL INTERMEDIATE SUPPORTSLAPPED ENDS - AT CENTER OF LAP
LOCATIONS ON STEEL DECK REQUIRINGB.
PANEL SIDES
C. LOCATIONS ON STEEL DECK REQUIRING 1" SEAMWELDS OR BUTTON PUNCH @ 24" ON CENTER.
PANEL SIDE LAPS
PANEL SIDE WITH FILLER PIECE, FILLER-TO-PANEL AND FILLER TO SUPPORTING STEEL
1
SU
PP
OR
TED
PA
NE
LS
IDE
(LO
NG
ED
GE
)
SUPPORTINGMEMBERS
CH
AN
GE
DD
IRE
CTI
ON
OF
SP
AN
PANEL END-PROVIDE CLOSURE TACKWELDEDOR SCREWED TO PANEL AT 2'-6" OC TYP
PROVIDE FILLER PIECES FOR PANEL SIDE TOSUPPORTING STEEL WHERE PANEL HAS LESS THAN11
2" WIDE CONTACT WITH SUPPORTING STEEL
34" DIA PUDDLE WELDS @12" ON CENTER:
34" DIA PUDDLE WELDS @12" ON CENTER:
ABUTTING ENDS (OR LAPPED ENDS)
PANEL WIDTH
PA
NE
L LE
NG
TH(3
SP
AN
MIN
WH
ER
E P
OS
SIB
LE)
12
3
45
6
STEEL ANGLE LINTEL SCHEDULEWALL THICKNESSMASONRY
OPENING
3'-0"
4'-0"
5'-0"
6'-0"
9'-0"
4" WALL 6" WALL 8" WALL 12" WALL
1- 312 x 31
2 x 14
1- 4 x 312 x 14
1- 5 x 312 x 14
1- 4 x 312 x 14
1- 6 x 312 x 3 8
2- 3 x 212 x 14
2- 3 x 212 x 14
2- 312 x 21
2 x 14
2- 312 x 21
2 x 14
2- 312 x 21
2 x 14
2- 312 x 31
2 x 14
2- 6 x 312 x 3 8
2- 4 x 312 x 14
2- 5 x 312 x 14
2- 5 x 312 x 14
3- 6 x 312 x 3 8
3- 5 x 312 x 14
3- 5 x 312 x 14
3- 4 x 312 x 14
3- 312 x 31
2 x 14
2
NOTES:1. AT INTERIOR AND EXTERIOR SLAB EDGES, PROVIDE #4@12T AS SHOWN
WHERE DIMENSION "A" OR "B" EXCEEDS 6". DIMENSION "A" SHALL NOT EXCEED 2'-0".
TYPICAL REINFORCING IN STEEL DECK SUPPORTED SLABS
"B" "A"
TYP1"
SE
EP
LAN
S
#4@12"T
3'-0"MIN
1-#5 CONT,LAP ATCORNERS
3'-0"MIN
STEELDECK
CONT CHAIRS SUPPORTINGWWF REQUIRED OVERALL BEAMS AND@4'-0" OC EW
DECK CLOSUREAS REQUIREDSEE POUR STOPSCHEDULE
MEMBER PERPENDICULARTO DECK SPAN
MEMBER PARALLELTO DECK SPAN
WWF 6x6-W2.9xW2.9
#4@12" T
SHOWN THUS ON PLAN
8
FOR COL SIZE SEESCHEDULE OR PLANS
PLATE 12"
TYPICAL DETAIL AT BASEPLATE OF TRANSFER BEAMS
14" STIFFENER
PLATES
1FRAMING FOR OPENINGS IN STEELROOF DECK (NO CONCRETE)
10'-0
" MA
X
3'-0" MAX
4x4x38
5x312x5
16
ROOF BEAM
ROOF BEAM
SP
AN
DIR
EC
TIO
N
OF
RO
OF
DE
CK
4x4x38
4x
4x3
8
4x
4x3
8
WHERE COLUMN IS ABOVEALSO SEE DETAIL 8 SIM
FOR COL SIZE SEESCHEDULE OR PLANSPLATE 12"
TYPICAL COLUMN CAP PLATE DETAIL
14" STIFFENER
PLATES
1-#5 CONT,LAP ATCORNERS
11
TYP
TYP TYP TYP T&B
TYPICAL TUBE TOTUBE CONNECTION
TYPICAL TUBE TOTUBE CONNECTION
BEAM TO TUBE COLUMNMOMENT CONNECTION
SHOWN THUS ON PLAN
MOMENT PLATE
13
POUR STOP SCHEDULEPOUR STOP THICKNESS
< 612" SLAB
2" MINIMUMBEARING
OVERHANG
WWF
METAL DECK
SLA
BTH
ICK
NE
SS
MIN2-122-12
NOTE:TABLE INDICATES MINIMUM POURSTOP UNLESS NOTED OTHERWISEON DETAILS
16 GAGE
12 GAGE
12 GAGE1
4" BENT PLATE5
16" BENT PLATE
< 512" SLAB
16 GAGE
14 GAGE
12 GAGE1
4" BENT PLATE5
16" BENT PLATE
< 4" SLAB
18 GAGE
16 GAGE
12 GAGE1
4" BENT PLATE5
16" BENT PLATE
< 3"
3" TO 6"
6" TO 9"
9" TO 13"
13" TO 16"
SLAB OVERHANGBEYOND EDGE
OF FLANGE
SCALE: 112" = 1'-0"
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BID SET 02/09/16
19
11
3
4
15
20
B C D E F G H K N P
H L M.1 P
17'-4
5
8
"
16'-8" 16'-8" 16'-8" 16'-8" 6'-5"
A
14'-8" 9'-10"
14'-8
1
2
"
2
1
7
16
18
18
9
12
14
17
22'-0"
NOTES:
1. FOR GENERAL NOTES SEE S1.1.
2. FOR TYPICAL DETAILS SEE S1.2 & S1.3.
3. FOR STEEL COLUMN SCHEDULE & DETAILS SEE S3.1 & S3.3.
4. WB-1 ETC INDICATES BRACING ELEVATION
SEE S3.2 & S3.3 FOR ELEVATION & DETAILS.
5. (-4'-6") ETC INDICATES BOTTOM OF FOOTING ELEVATIONS.
6. "F1" ETC INDICATES FOOTING TYPE SEE THIS DRAWING FOR
SCHEDULE.
7. "SF" INDICATES STEPPED FOOTING SEE DETAIL 9 ON S1.2.
8. ELEVATION 0'-0" EQUALS ELEVATION 246'-0".
9. CPX INDICATES CONCRETE PIER, SEE DETAIL 13 ON S4.1.
10. FOR UNDERSLAB RADON CONTROL SYSTEM SEE DETAIL 16
ON S1.2 & ARCH DRAWINGS.
MARK TYPE REINF
FOOTING SCHEDULE
3 TSF (ALLOWABLE BEARING CAPACITY)
F4 4'-0"x4'-0"x1'-0" 4-#5 BEW
NEW 8" SLAB ON GRADE
REINF w/ #4@12" BEW +
6x6-W2.9xW2.9 WWF TOP
TOC EL 0'-0" @HP.
SEE ARCH DRAWINGS
FOR PITCHING
F4A 4'-0"x4'-0"x1'-3" 4-#5 BEW
F5 5'-0"x5'-0"x1'-3" 5-#5 BEW
F5A 5'-0"x5'-0"x2'-0" 5-#5 BEW
13
10
8
2
1
WB
-3
WB-4
WB-5
WB-1
WB
-6
F5A
(-3'-0")
6
S4.1
5" SLAB ON GRADE
REINF w/ 6x6-
W2.9xW2.9 WWF
TOC EL 0'-0"
THICKEN SLAB
UNDER POLE BASE
2
S4.1
12 (SIM)
S1.2
F5A
(-3'-0")
F5A
(-3'-0")
BA B.1
B.1
C D E F G
7.3
WB-2
13'-1
3
8
"
4
5
16
"
13'-10"
25'-9"
26'-3"
13'-4"
7'-4"
1'-4"
4'-9"
7'-10"
5'-11"
7'-1
3
4
"9'-9
1
4
"
3'-6"
4'-8"
4'-0
1
2
"
11'-3"11'-3"19'-1"
9
S4.1
1
S4.1
9
S4.1
1
S4.1
3
S4.1
3
S4.1
1
S4.1
5
S4.1
5
S4.1
7
S4.1
4
S4.1
F6A 6'-0"x6'-0"x2'-0" 6-#6 T&B EW
F6A
(-5'-6")
F5
(-4'-9")
F6A
(-7'-6")
F10
(-6'-1")
F6A
(-5'-0")
F6A
(-5'-6")
F8A
(-3'-2")
F6A
(-5'-6")
F6A
(-5'-6")
F6A
(-5'-6")
F6A
(-5'-6")
F6A
(-4'-0")
F5
(-4'-9")
F6A
(-5'-6")
F6A
(-5'-6")
F6A
(-5'-6")
F6A
(-5'-6")
F6A
(-5'-6")
F4
(-4'-0")
F4A
(-2'-4")
F4A
(-2'-4")
F4A
(-2'-4")
F4A
(-2'-4")
F4A
(-5'-6")
F4A
(-2'-4")
F4A
(-2'-4")
F10
(-6'-1")
F11
(-4'-0")
A.1
A.1
1"
1 (SIM)
S4.1
1
S4.1
9
S4.1
12
S1.2
12 (SIM)
S1.2
8
S4.1
8
S4.1
M
EXISTING TOWN HALL
CMU WALL SEE
DETAIL 15 ON S1.2
FOR ATTACHMENT
TO HSS COLS
F5
(-4'-9")
F5
(-4'-9")
F5
(-6'-9")
F8A 8'-0"x8'-0"x2'-2" 6-#8 T&B EW
(-4'-6")
F10 10'-0"x10'-0"x2'-7" 8-#9 T&B EW
F11 11'-0"x11'-0"x3'-0" 9-#9 T&B EW
CP2
CP1
1
0
S
4
.
1
(
-
4
'-
6
"
)
CP4
7"
F10
(-3'-7")
F10
(-3'-7")
CP2
CP2F6A
(-5'-6")
CP2
1
0
S
4
.1
(-4'-6")
(-4'-6")
(-4'-6")
7'-10
3
4
"
CP1
F10
(-6'-1")
(-4'-6")
CP3
CP3
CP1
F5
(-4'-9")
F5
(-4'-9")
F5
(-4'-9")F5
(-4'-9")
10 (
SIM
)
S4.1
11
S4.1
10 (
SIM
)
S4.1
F4A
(-2'-4")
SF
(-6'-6")
SF
CP4
(-4'-6")
(
-
4
'-
6
"
)
9 (SIM)
S4.1
13'-7"
Drawn by:
proj
ect n
umbe
r:
Scale:
6 8
H
arris
on
Ave
nue
4 H
ead
Tide
Chu
rch
Rd.
Bos
ton
M
A
021
11Po
st O
ffic
e B
ox
2 6
56
1 7
4
2 3
1 4
0 0
Aln
a
ME
0
4 5
3 5
donh
aman
dsw
eene
y.co
m2
0 7
5
8 6
6 0
0 0
Don
ham
& S
wee
ney
A R
C H
I T
E C
T S
18" = 1'-0"
S2.1
BSM
UXB
RIDG
E FI
RE S
TATI
ON
25 S
OU
TH M
AIN
STR
EET
UXB
RIDG
E, M
A 01
569
1404
FOU
NDA
TIO
N /
FIRS
T FL
OO
R PL
AN
No. Issue DateBID SET 02/09/16
19
11
4
15
20
H P
H K N P
TOC EL 9'-6"
TOS EL 9'-0
3
4
"
NOTES:
1. FOR GENERAL NOTES SEE S1.1.
2. FOR TYPICAL DETAILS SEE S1.2 & S1.3.
3. FOR STEEL COLUMN SCHEDULE & DETAILS SEE S3.1 & S3.3.
4. TOP OF STEEL EL SEE PLAN.
5. TOP OF SLAB EL SEE PLAN.
6. BEAMS EQUALLY SPACED BETWEEN COLUMN
GRIDS UNLESS NOTED OTHERWISE.
7. WB-1 ETC INDICATES BRACING ELEVATION
SEE S3.2 & S3.3 FOR ELEVATION & DETAILS.
8. INDICATES MOMENT CONNECTION SEE S1.3.
9. INDICATES SLAB CONSTRUCTION SHALL
BE 3
1
4
" LIGHTWEIGHT CONCRETE w/ WWF 6x6-W2.9xW2.9
ON 2" DEEP, 20 GAGE COMPOSITE STEEL DECK, TOTAL
THICKNESS = 5
1
4
".
W14x26
(22)
W8x10 (12)
W16x26
(22)
W14x26
(22)
W8x10 (12)
W8x10 (12)
W8x10 (12)
W8x10 (12)
WB
-3
WB-4
WB-5
WB-1
W10x12
WB
-6
6
9
8
10
12
14
13
16
18
18
17
BA
BA
C D E F G
C D E F G L
3
2
1
7
2
1
7.3
TOC EL 9'-6"
TOS EL 9'-0
3
4
"
WB-2
8
S4.2
3
S4.2
3
S4.2
8
S4.2
W14x22 (2)
W10x12
(10)
W8x10 (2)
W10x22
(6)
W8x10 (2)
W10x12
(10)
W10x15 (18)
W10x22
(4)
W10x15 (16)
W10x12
(10)
W10x22 (4)
W10x22
(4)
W10x15 (18)
W8x10
(4)
W10x22
(4)
W8x10 (2)
W10x22 (4)
(2)
W10x12 (2)
W10x22
W10x22 (18)
W10x22
(18)
W10x22 (18)
W10x22
(4)
W8x10 (2)
W8x10
(2)
W10x12
W8x10 (2)
W8x10 (2)
W8x10
(2)
B.1
B.1A.1
A.1
HSS 8x10x
5
16
HSS 8x10x
3
8
HS
S 8x10x
5
16
HS
S 8x10x
5
16
11
S4.2
10
S4.2
M.1
M
CMU WALL SEE
DETAIL 15 ON S1.2
FOR ATTACHMENT
TO HSS COLS
W10x12
18" = 1'-0"
S2.2
BSM
UXB
RIDG
E FI
RE S
TATI
ON
25 S
OU
TH M
AIN
STR
EET
UXB
RIDG
E, M
A 01
569
1404
LOFT
FRA
MIN
G PL
AN
No. Issue Date
Drawn by:
proj
ect n
umbe
r:
Scale:
6 8
H
arris
on
Ave
nue
4 H
ead
Tide
Chu
rch
Rd.
Bos
ton
M
A
021
11Po
st O
ffic
e B
ox
2 6
56
1 7
4
2 3
1 4
0 0
Aln
a
ME
0
4 5
3 5
donh
aman
dsw
eene
y.co
m2
0 7
5
8 6
6 0
0 0
Don
ham
& S
wee
ney
A R
C H
I T
E C
T S
BID SET 02/09/16
9
19
11
4
15
20
H P
H K N P
TOC EL 14'-0"
TOS EL 13'-6
3
4
"
NOTES:
1. FOR GENERAL NOTES SEE S1.1.
2. FOR TYPICAL DETAILS SEE S1.2 & S1.3.
3. FOR STEEL COLUMN SCHEDULE & DETAILS SEE S3.1 & S3.3.
4. TOP OF STEEL EL SEE PLAN.
5. TOP OF SLAB EL SEE PLAN.
6. BEAMS EQUALLY SPACED BETWEEN COLUMN
GRIDS UNLESS NOTED OTHERWISE.
7. WB-1 ETC INDICATES BRACING ELEVATION
SEE S3.2 & S3.3 FOR ELEVATION & DETAILS.
8. INDICATES MOMENT CONNECTION SEE S1.3.
9. INDICATES SLAB CONSTRUCTION SHALL
BE 3
1
4
" LIGHTWEIGHT CONCRETE w/ WWF 6x6-W2.9xW2.9
ON 2" DEEP, 20 GAGE COMPOSITE STEEL DECK, TOTAL
THICKNESS = 5
1
4
".
10. INDICATES SPAN OF 1
1
2
" - 20 GAGE
GALVANIZED STEEL ROOF DECK.
W8x10
W8x10
W8x10
WB
-3
WB-4
WB-5
WB-1
W10x12
W8x18
WB
-6
HSS 5x10x
3
8
+
3
8
" PLATE
TOS EL 15'-0" TOS EL 15'-0" TOS EL 15'-0" TOS EL 15'-0" TOS EL 15'-0"
6
8
10
12
14
13
16
18
18
17
BA
BA
B.1 C D E F G
C D E F G L
3
2
1
7
2
1
7.3
W8x10
8
S4.2
8
S4.2
8
S4.2
8
S4.2
W8x18
HSS 5x10x
3
8
+
3
8
" PLATE HSS 5x10x
3
8
+
3
8
" PLATE HSS 5x10x
3
8
+
3
8
" PLATE HSS 5x10x
3
8
+
3
8
" PLATE
HSS 5x10x
3
8
+
3
8
" PLATEHSS 5x10x
3
8
+
3
8
" PLATEHSS 5x10x
3
8
+
3
8
" PLATEHSS 5x10x
3
8
+
3
8
" PLATEHSS 5x10x
3
8
+
3
8
" PLATE
6
S4.2
6
S4.2
HSS 6x18x
3
8
+
3
4
" PLATE
HSS 4x6x
3
8
(-1'-0
3
4
")
HS
S 6x6x
3
8
(-1'-0
3
4
")
L3x3x
3
8
W8x10
W8x10
W8x10
W14x22
(12)
W14x22
W14x38 (12) W14x38 (12)
W14x38
(16)
W14x38
(16)
W14x22 (2)
W14x38 (10)
W14x22 (12)
W14x26 (20)
W14x26 (20)
W14x26 (20)
W14x30 (26)
W14x38 (10)
W14x22 (24)
W14x22 (24)
W14x30 (26)
W14x22
(12)
W14x30 (26)
W14x38
(24)
W14x22 (10)
W14x22 (12)
(12)
W14x22
(12)
W14x22
(2)
W14x22 (12)
W10x12 (12)
W8x10 (12)
W16x26
(16)
W8x10 (10)
W14x22 (24)
W14x38 (10)
W8x10 (10)
W10x12 (12)
W8x10
(2)
W14x22 (24)
W8x10
W8x10
W14x22
B.1
B.1A.1
A.1
9
S4.2
M.1
M
CMU WALL SEE
DETAIL 15 ON S1.2
FOR ATTACHMENT
TO HSS COLS
TOS EL 15'-0" TOS EL 15'-0" TOS EL 15'-0" TOS EL 15'-0" TOS EL 15'-0"
15
S4.2
18" = 1'-0"
S2.3
BSM
UXB
RIDG
E FI
RE S
TATI
ON
25 S
OU
TH M
AIN
STR
EET
UXB
RIDG
E, M
A 01
569
1404
SECO
ND
FLO
OR
FRAM
ING
PLAN
No. Issue Date
Drawn by:
proj
ect n
umbe
r:
Scale:
6 8
H
arris
on
Ave
nue
4 H
ead
Tide
Chu
rch
Rd.
Bos
ton
M
A
021
11Po
st O
ffic
e B
ox
2 6
56
1 7
4
2 3
1 4
0 0
Aln
a
ME
0
4 5
3 5
donh
aman
dsw
eene
y.co
m2
0 7
5
8 6
6 0
0 0
Don
ham
& S
wee
ney
A R
C H
I T
E C
T S
BID SET 02/09/16
19
11
4
15
20
H K N P
H P
s
t
o
p
TOS EL
20'-0"
U.N.O.
NOTES:
1. FOR GENERAL NOTES SEE S1.1.
2. FOR TYPICAL DETAILS SEE S1.2 & S1.3.
3. FOR STEEL COLUMN SCHEDULE & DETAILS SEE S3.1 & S3.3.
4. TOP OF STEEL EL SEE PLAN.
5. BEAMS EQUALLY SPACED BETWEEN COLUMN
GRIDS UNLESS NOTED OTHERWISE.
6. WB-1 ETC INDICATES BRACING ELEVATION
SEE S3.2 & S3.3 FOR ELEVATION & DETAILS.
7. INDICATES MOMENT CONNECTION SEE S1.3.
8. INDICATES SPAN OF 3" - 20 GAGE GALVANIZED
STEEL ROOF DECK.
W18x46 W18x46 W18x46 W18x46 W18x46 W14x22
W14x22
W14x26
W14x22
W14x22
W30x99 W18x35
W12x14
W18x46 W18x46
W14x26
W14x22
W14x22
W16x26
W14x22
W16x26
W14x22
W24x55
W16x31
W16x31
W24x55
W21x50
W24x68
W14x22
W8x10
W8x10
W8x10
W8x10
W8x10
W8x10
W8x10
WB
-3
WB-4
WB-5
WB-1
W10x12
WB
-6
6
9
8
10
12
14
13
16
18
18
17
W24x55
W21x50
W24x55
W21x50
W24x55
W21x50
W18x46
W24x55
W21x50
W24x55
W21x50
W18x46 W18x46
W24x55
W21x50
W24x55
W21x50
W30x99
W18x46
W24x55
W21x50
W14x26
W14x26
W16x31
W16x31
BA
BA
B.1 C D E F G
C D E F G L
3
2
1
7
2
1
7.3
[-10"] [-10"]
(-10") (-10")
16
S4.2
1
S4.2
1
S4.2
2
S4.2
2
S4.2
7
S4.2
W8x18 W8x18 W8x24
W8x24
W12x14
W12x14
W12x14
B.1
B.1
B.1A.1
A.1
HSS
8x10x
5
16
HSS 8x10x
3
8
HS
S 8x10x
5
16
HS
S 8x10x
3
8
W8x10
M.1
M
CMU WALL SEE
DETAIL 15 ON S1.2
FOR ATTACHMENT
TO HSS COLS
INDICATES MECHANICAL
UNITS; COORDINATE
w/ MECHANICAL &
ARCHITECTURAL
DRAWINGS FOR LOCATION;
SEE DETAIL 1 ON S1.3 FOR
SUPPORT FRAMING.
W8x10
W8x10
W8x10
W8x10
W8x10
W8x10
W8x10
18" = 1'-0"
S2.4
BSM
UXB
RIDG
E FI
RE S
TATI
ON
25 S
OU
TH M
AIN
STR
EET
UXB
RIDG
E, M
A 01
569
1404
LOW
RO
OF
FRAM
ING
PLAN
No. Issue Date
Drawn by:
proj
ect n
umbe
r:
Scale:
6 8
H
arris
on
Ave
nue
4 H
ead
Tide
Chu
rch
Rd.
Bos
ton
M
A
021
11Po
st O
ffic
e B
ox
2 6
56
1 7
4
2 3
1 4
0 0
Aln
a
ME
0
4 5
3 5
donh
aman
dsw
eene
y.co
m2
0 7
5
8 6
6 0
0 0
Don
ham
& S
wee
ney
A R
C H
I T
E C
T S
BID SET 02/09/16
4
15
20
H P
H K N P
NOTES:
1. FOR GENERAL NOTES SEE S1.1.
2. FOR TYPICAL DETAILS SEE S1.2 & S1.3.
3. FOR STEEL COLUMN SCHEDULE & DETAILS SEE S3.1 & S3.3.
4. TOP OF STEEL EL SEE PLAN.
5. BEAMS EQUALLY SPACED BETWEEN COLUMN
GRIDS UNLESS NOTED OTHERWISE.
6. WB-1 ETC INDICATES BRACING ELEVATION
SEE S3.2 & S3.3 FOR ELEVATION & DETAILS.
7. INDICATES MOMENT CONNECTION SEE S1.3.
8. INDICATES SPAN OF 1
1
2
" - 20 GAGE
GALVANIZED STEEL ROOF DECK.
9. INDICATES SLAB CONSTRUCTION SHALL
BE 3
1
4
" LIGHTWEIGHT CONCRETE w/ WWF 6x6-W2.9xW2.9
ON 2" DEEP, 20 GAGE COMPOSITE STEEL DECK, TOTAL
THICKNESS = 5
1
4
".
W14x22
W14x22
W14x22
W14x22
W14x22
W14x22
W14x22
W14x22W14x22
W14x22
W14x22
W14x22
W14x22
W14x22
W14x22
W14x22
W12x14
W12x14
W18x35 (+9")
W8x10
W14x22
W14x22
W14x22
W14x22
W14x22
WB
-3
WB-4
HS
S 6x10x
1
2
C8x13.75
HSS 6x10x
1
2
HSS 6x10x
1
2
HSS 6x8x
3
8
C8x13.75
C8x13.75
W18x46
W18x46
TOS EL 26'-0"
BR-5
6
9
8
10
12
14
13
17
W14x22
W14x22
W8x18
HSS 6x8x
3
8
L
3
2
1
2
1
W14x38
W12x19
7.3
W12x14
W8x18
16
S4.2
4
S4.2
HS
S 6x10x
1
2
HS
S 6x10x
1
2
BOS EL 26'-2"
W12x14
W14x22
W12x14
W8x18
W8x18
W12x14
W12x14
4
S4.2
HSS 5x5x
5
16
POST STARTS
M.1
M
W8x10
WT5x11
WT5x11
WT5x11
WT5x11
WT5x11
WT5x11
WT5x11
L3x3x
5
16
TYP UNO
17
S4.2
WT5x11
WT5x11
WT5x11
WT5x11
WT5x11
W12x14
WT5x11
WT5x11
WT5x11
W12x14
12
S4.2
C8x11.5
W8x10
W8x10
C8x11.5
C8x11.5
W8x10
C8x11.5
W8x10
C8x11.5
W8x10
13
S4.2
W12x14
W8x10
HSS 6x8x
3
8
HSS 6x8x
3
8
HSS 6x8x
3
8
HSS 6x8x
3
8
HSS 6x8x
3
8
HSS 6x8x
3
8
HSS 6x8x
3
8
HS
S 6x8x
3
8
HS
S 6x8x
3
8
HS
S 6x8x
3
8
HS
S 6x8x
3
8
HS
S 6x8x
3
8
HS
S 6x8x
3
8
HS
S 6x8x
3
8
HS
S 6x8x
3
8
17
S4.2
14
S4.2
W8x10
L3x3x
1
2
L3x3x
1
2
18" = 1'-0"
S2.5
BSM
UXB
RIDG
E FI
RE S
TATI
ON
25 S
OU
TH M
AIN
STR
EET
UXB
RIDG
E, M
A 01
569
1404
ROO
F FR
AMIN
G PL
AN
No. Issue Date
Drawn by:
proj
ect n
umbe
r:
Scale:
6 8
H
arris
on
Ave
nue
4 H
ead
Tide
Chu
rch
Rd.
Bos
ton
M
A
021
11Po
st O
ffic
e B
ox
2 6
56
1 7
4
2 3
1 4
0 0
Aln
a
ME
0
4 5
3 5
donh
aman
dsw
eene
y.co
m2
0 7
5
8 6
6 0
0 0
Don
ham
& S
wee
ney
A R
C H
I T
E C
T S
BID SET 02/09/16
BA
16
19
K N
17
20
15
NOTES:
1. FOR GENERAL NOTES SEE S1.1.
2. FOR TYPICAL DETAILS SEE S1.2 & S1.3.
3. FOR STEEL COLUMN SCHEDULE & DETAILS SEE S3.1 & S3.3.
4. TOP OF STEEL EL SEE PLAN.
5. BEAMS EQUALLY SPACED BETWEEN COLUMN
GRIDS UNLESS NOTED OTHERWISE.
6. WB-1 ETC INDICATES BRACING ELEVATION
SEE S3.2 & S3.3 FOR ELEVATION & DETAILS.
7. INDICATES MOMENT CONNECTION SEE S1.3.
8. INDICATES SPAN OF 1
1
2
" - 20 GAGE
GALVANIZED STEEL ROOF DECK.
W14x30
W14x30
W12x14
W12x14
W14x22
W8x18
W8x18
W8x10
W8x10
W8x10
W12x14
W12x14
W12x14
TOS EL 31'-9
1
4
"
WB
-3
TOS EL 31'-4"
WB-4
W8x10
W8x10
W8x18
W8x18
TOS EL 30'-4"
M.1L
4
1
W8x18
W8x18
W8x18
16
S4.2
16
S4.2
ENCLOSURE PART PLAN
W8x18
W8x10
B.1A.1
W8x18
HSS 5x5x
5
16
TOS EL 28'-6"
HS
S 5x5x
5
16
TO
S E
L 28'-6"
HSS 5x5x
5
16
TOS EL 28'-6"
HS
S 5x5x
5
16
TO
S E
L 28'-6"
5
S4.2
NOTE:
ALL STEEL, INCLUDING COLUMNS,
ABOVE ROOF FRAMING TO BE HOT
DIPPED GALVANIZED.
HSS 8x10x
3
8
HSS 8x10x
3
8
HS
S 8x10x
3
8
HS
S 8x10x
3
8
CMU WALL SEE DETAIL 15 ON S1.2
FOR ATTACHMENT TO HSS COLS
M
0" TYP
16 (SIM)
S4.2
16 (SIM)
S4.2
TOS EL 33'-9
1
2
"
@GRID LINE 4
TOS EL 34'-0"
@GRID LINE 1
18" = 1'-0"
S2.6
BSM
UXB
RIDG
E FI
RE S
TATI
ON
25 S
OU
TH M
AIN
STR
EET
UXB
RIDG
E, M
A 01
569
1404
HIGH
RO
OF
FRAM
ING
PLAN
No. Issue Date
Drawn by:
proj
ect n
umbe
r:
Scale:
6 8
H
arris
on
Ave
nue
4 H
ead
Tide
Chu
rch
Rd.
Bos
ton
M
A
021
11Po
st O
ffic
e B
ox
2 6
56
1 7
4
2 3
1 4
0 0
Aln
a
ME
0
4 5
3 5
donh
aman
dsw
eene
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BID SET 02/09/16
MARK
LEVEL
LEVEL
MARK
TYPE
SIZE
TxW
xL
BASEPLATES
Fy=36 (UNO)
C O L U M N S C H E D U L E
SECOND
FOUNDATION / FIRST
B
3
MARK
LEVEL
LEVEL
MARK
TYPE
SIZE
TxW
xL
BASEPLATES
Fy=36 (UNO)
FOUNDATION / FIRST
SECOND
E
18
TOWER ROOF TOWER ROOF
LOW ROOF LOW ROOF
C
3
D
3
D
11
D
18
E
3
MARK
LEVEL
LEVEL
MARK
TYPE
SIZE
TxW
xL
BASEPLATES
Fy=36 (UNO)
C O L U M N S C H E D U L E
FOUNADTION / FIRST
MARK
LEVEL
LEVEL
MARK
TYPE
SIZE
TxW
xL
BASEPLATES
Fy=36 (UNO)
FOUNDATION / FIRST
TOWER ROOF TOWER ROOF
LOFT LOFT
LOFT LOFT
SECOND SECOND
ROOF ROOF
LOW ROOF LOW ROOF
ROOF ROOF
HIGH ROOF HIGH ROOF
HIGH ROOF HIGH ROOF
A
7
C
18
F
3
F
11
F
18
G
3
G
12
G
18
H
3
H
2
H
7.3
H
12
H
14
K
9
K
12
K
15
K
17
K
18
K
20
K
7.3
L
2
L
1
M
20
M
4
M
1
N
15
N
17
N
20
P
4
P
8
P
10
P
13
P
15
NOTES:
1. FOR GENERAL NOTES SEE S1.1.
2. FOR TYPICAL DETAILS SEE S1.2 & S1.3.
3. FOR BASE PLATE ELEVATIONS & DETAILS SEE S3.3.
HS
S 5x5x
3
8
HS
S 5x5x
3
8
B1
HS
S 5x5x
3
8
B
HS
S 8x8x
3
8
HS
S 8x8x
3
8
HS
S 5x10x
3
8
E1
HS
S 5x10x
3
8
HS
S 5x10x
3
8
HS
S 5x10x
3
8
HS
S 8x8x
5
16
A
HS
S 5x10x
3
8
HS
S 5x10x
3
8
HS
S 5x10x
3
8
HS
S 5x10x
3
8
HS
S 8x8x
5
16
A
HS
S 5x10x
3
8
E1
HS
S 5x10x
3
8
E1A B B
HS
S 5x5x
1
2
A1
HS
S 5x5x
5
16
A
HS
S 5x5x
5
16
A
HS
S 6x6x
5
8
B1
HS
S 6x6x
5
8
B1
HS
S 6x6x
5
8
A1
HS
S 6x6x
5
8
A1A
HS
S 5x5x
5
16
A
HS
S 5x5x
3
8
HS
S 5x5x
5
16
B
B
HS
S 5x5x
3
8
B
HS
S 5x5x
5
16
B
HS
S 6x8x
5
8
E1
A1
HS
S 6x6x
5
8
B1
HS
S 6x8x
3
8
E1
HS
S 6x6x
5
8
D1 D1
HS
S 5x10x
3
8
E1
HS
S 5x10x
3
8
E1
HS
S 5x10x
3
8
E1
HS
S 5x10x
3
8
HS
S 5x10x
3
8
D1
A
11
A.1
16
A.1
19
A
7
A
11
A.1
16
A.1
19
B.1
7
B.1
11
B.1
16
B.1
19
B
3
B.1
7
B.1
11
B.1
16
B.1
19
C
3
C
18
D
3
D
11
D
18
E
18
E
3
F
3
F
11
F
18
G
3
G
12
G
18
H
3
H
2
H
7.3
H
12
H
14
K
9
K
12
K
15
K
17
K
18
K
20
K
7.3
L
2
L
1
M
20
M
4
M
1
N
15
N
17
N
20
P
4
P
8
P
10
P
13
P
15
A A A A
G
7.3
G
9
G
14
G
17
G
7.3
G
9
G
14
G
17
1
1
4
x6x9
1x6x9
1
1
2
x6x24
1x16x16
1x16x16
1
1
2
x6x24
HS
S 5x5x
5
16
3
4
x12x12
HS
S 5x5x
5
16
3
4
x12x12
HS
S 5x5x
5
16
3
4
x12x12
HS
S 5x5x
5
16
3
4
x12x12
HS
S 5x5x
5
16
3
4
x12x12
1
1
2
x6x24
3
4
x6x9
HS
S 5x5x
5
16
HS
S 5x5x
5
16
3
4
x6x9
1
1
4
x12x12
3
4
x12x12
3
4
x12x12
HS
S 5x5x
1
2
1
1
4
x12x12
1x12x12
1x12x12
HS
S 5x5x
5
16
1
1
2
x12x12
1
1
2
x12x12
1
1
2
x6x9
1
1
2
x6x9
3
4
x6x9
3
4
x6x9
3
4
x6x9
3
4
x6x9
1
1
2
x6
x2
4
1
1
2
x7
x1
0
1
1
2
x6
x2
4
SE
E D
ET
AIL
SE
E D
ET
AIL
1
1
4
x6x24
1
1
4
x6x24
1
1
4
x6x24
SE
E D
ET
AIL
1
1
2
x6x12
HS
S 8x8x
3
8
HS
S 8x8x
3
8
HS
S 5x5x
3
8
HS
S 5x5x
3
8
1
1
4
x6x9
1x12x12
AB1
1
1
2
x8x11
B1 B1
1
1
2
x8x11
A1 B1
1
1
4
x14x14
1
1
4
x8x11
E1
1
1
2
x6x24
E1
1
1
2
x6x24
E1
1
1
2
x6x24
E1
1
1
2
x6x24
E1
1
1
2
x6x24
E1
1
1
2
x6x24
E1
1
1
2
x6x24
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S3.1
BSM
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569
1404
COLU
MN
SCH
EDU
LE &
DET
AILS
No. Issue DateBID SET 02/09/16
BRACING NOTES:1. FOR GENERAL NOTES & TYPICAL DETAILS SEE S1.1, S1.2, & S1.3.2. FOR COLUMN SIZES SEE S3.1.3. FOR BASE PLATE TYPES SEE DETAILS ON S3.3.4. FOR BRACE ELEVATIONS SEE THIS DRAWING.5. CONNECTIONS SHALL BE DESIGNED FOR THE AXIAL FORCES
SHOWN (NO INCREASE FOR SHORT TERM LOADS IS PERMITTED.)6. (±20k) ETC INDICATES AXIAL FORCE IN BRACING MEMBERS IN
KIPS. (+) = TENSION ; (-) = COMPRESSION.7. BOLTS USED IN BRACING CONNECTIONS SHALL BE SLIP CRITICAL
TYPE HIGH STRENGTH BOLTS.8. CONTRACTOR TO COORDINATE GUSSET PLATE CONFIGURATIONS
WITH OPENINGS.
B.1A
FOUNDATION /FIRST
LOFT
LOW ROOF
WB-1(LINE 7)
17
FOUNDATION /FIRST
15
SECOND
LOW ROOF
ROOF
HIGH ROOF
WB-3(LINE K)
K N
FOUNDATION /FIRST
SECOND
ROOF
HIGH ROOF
WB-4(LINE 15)
FOUNDATION /FIRST
ROOF
LOW ROOF
SECOND
WB-5(LINE 7.3)
16 11
FOUNDATION /FIRST
LOFT
LOW ROOF
WB-6(LINE A)
W14x30
W14x30(14)
W14x30
W14x38 (22)
W14x30
W14x30
W14x30
W14x30(30)
<±40
k><±
50k>
<±40k><±50k>
HSS 5x5x5 16
<±50k>
HSS 5x5x5 16
<±50k>
<±70k
>
<±30k>
<±15k>
HSS 5x5x 12
<±80k>
HSS 5x5x
5 16
<±40k
>
HSS 5x5x 516
<±40k>
HSS 5x5x1 4
<±15k>HSS 5x5x1
4<±15k>
<±70k>
<±30k>
<±15k>
HSS 5x5x 516
<±50k>
HSS 5x5x 516
<±50k>
LOFT
<±10
0k> <±100k>
W14x30
<±40
k>
<±20k
>
<±80
k>
1S3.3
2S3.3
3S3.3
H K
LOFT<±90k><±90k>
FOUNDATION /FIRST
LOFT
WB-2(LINE 18)
HSS 5x5x 516
<±20k>
W14x38 (22)
W16x36
W14x30 (16)
<±20k>
<±40k>HSS 5x5x1
4
<±80k>
18G K
<±70k>
<±90k>
<±60k>
4S3.3
20
<±60
k>
2'-0"
2'-0"
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S3.2
BSM
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TATI
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E, M
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569
1404
BRAC
ING
ELEV
ATIO
NS
& D
ETAI
LS
No. Issue DateBID SET 02/09/16
WP
TOP OF CONC
HSS DIAGONALSLOTTED AT ENDS
OR
WP
(OR )
COLUMN
HSS DIAGONALSLOTTED AT ENDS
TYP BASE PLATE AND ANCHORBOLTS SEE BASE PLATEDETAILS ON THIS SHEET
℄ COL
℄ COL
GUSSET PL (T =12")
CENTERED ON COLMIN
GUSSET PL (T =12")MIN
℄ BEAM
HSS DIAGONALSLOTTED AT ENDS
WIDE FLANGEOR HSS STEEL
516" VERT STIFF PLATE
ES AT WIDE FLANGE
TYP
WP
GUSSET PLATE(T =1
2")MIN
1 2 3
℄ BEAM
VERT STIFF PLATEES (516" MIN)
WP
GUSSET PLATE(T =1
2")MIN
4
4-3 4"Ø A307 ANCHORBOLTS AT TYPE "A"4-1"Ø F1554 GRADE 105AB w/3x3x1
4 WELDED PLATEWASHERS AT TYPE "A1"
4-3 4"Ø A307 AB AT TYPE "C"4-1"Ø F1554 GRADE 105 ABw/3x3x1
4 WELDED PLATEWASHERS AT TYPE "C1"
BASE PLATE TYPE "A" & "A1"
GRID
W
L
516
TYPGUSSET PLATE ASREQUIRED SEE PLANFOR LOCATION
BASE PLATE TYPE "B" & "B1"
GRID
GRID
W 3"
W3"
L
L5
16TYP
GUSSET PLATE ASREQUIRED SEE PLANFOR LOCATION
112" TYP
BASE PLATE TYPE "C" & "C1"
GRID
GRID
L
112" TYP
GUSSET PLATE ASREQUIRED SEE PLANFOR LOCATION
W
GRID
BASE PLATE ELEVATION(TYPE A, B, & C)
1'-0
"
ANCHORBOLTS
T
3" 3"
FOR BASEPLATESIZE SEE COLUMNSCHEDULE
HSS OR PIPE COLUMN
TOP OF FOOTING, PIER,OR WALL SEE PLANS
GRID
BASE PLATE ELEVATION(TYPE A1, B1, C1, D1, & E1)
T
FOR BASEPLATE SIZESEE COL SCHEDULE
HSS OR PIPE COLUMN
TOP OF FOOTING, PIER,OR WALL SEE PLANS
STIFFENER & GUSSETPLATES AS REQUIREDAT BRACING MEMBERS
1'-9
"
ANCHOR BOLTS
PLATE 12"x3x3TACK WELD TOBOLT HEAD
3"x3" PLATE WASHER
TYP
GRID
112" TYP
516
TYP1" TOTAL1
4" LEVELINGPLATE3
4" GROUT
1" TOTAL1
4" LEVELINGPLATE3
4" GROUT
4-1"Ø F1554 GRADE 105 ABw/ 3x3x1
4 WELDED PLATEWASHERS
BASE PLATE TYPE "E1"
GRID
GRID
112" TYP
516
TYP
1'-0"1'-0"
5"5"6"
BASE PLATE TYPE "D1"
GRID
GRID
6"1'-0"
6"
1'-6"
212"71
2"
GUSSET PLATE ASREQUIRED SEE PLANFOR LOCATION
4-1"Ø F1554 GRADE 105 ABw/ 3x3x1
4 WELDED PLATEWASHERS
516
TYP
7"
4-3 4"Ø A307 ANCHORBOLTS AT TYPE "B"4-1"Ø F1554 GRADE 105AB w/3x3x1
4 WELDED PLATEWASHERS AT TYPE "B1"
2"2"
2"
2'-0"
112" TYP
4"2"
112"
2" 4"
112"
T = 112"
2"2"
2"
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569
1404
BASE
PLA
TE D
ETAI
LS, E
LEVA
TIO
NS,
& B
RACI
NG
DETA
ILS
No. Issue DateBID SET 02/09/16
1
1'-0"
3-#5 CONT
#4@15"
EW EF
2'-6"
1'-4"
MASONRY
VENEER
5"
WWF
SCALE: 1" = 1'-0"
3
8"
WWF
#4@12"
BEW
SEE ARCH & PLUMBING
DWG's FOR DIMENSIONS
OF CAST IN DRAIN
2
1
2-#4 CONT
6"6"
6"
#4 @15"
2
SCALE: 1" = 1'-0"
4
SCALE: 1" = 1'-0"
1'-0"
3-#5 CONT
#4@15" EW EF
5" APPROACH
SLAB BY OTHERS
#4@15"
8"
WWF
TOC EL SEE PLAN
L2x2x
1
4
(HOT DIPPED
GALVANIZED) w/STRAP
ANCHORS @24" OC
L2x2x
1
4
(HOT DIPPED
GALVANIZED) w/STRAP
ANCHORS @24" OC
#4@12" BEW
#4@12" T
ADDITIONAL
x 4'-0" LONG
GRID
3" C
LE
AR
BOT OF FTG
EL SEE PLAN
1'-0"
6
HSS COLUMN, SEE
COLUMN SCHEDULE
FOR SIZE
FIN GRADE
4'-0" M
IN
3"
9
1
2
"
GRID
1'-1"
#4 @15"
1'-4"
2'-6"
5"
8"
WWF
1
1
TOC EL SEE PLAN
2'-0"
#4@12"
BEW
MASONRY
VENEER
1
1
WWF
FIN GRADE
3"
GRID
5"
HSS COLUMN, SEE
COLUMN SCHEDULE
FOR SIZE
SEE DET 1 ON S4.1
FOR INFO NOT SHOWN
1
1
MASONRY
VENEER
3"
7"
2-#5 CONT
4"
GRID
3"
#4@12"
DOWELS
SEE
ARCH
SCALE: 1" = 1'-0"
BOT OF FTG
EL SEE PLAN
3" CLEAR
FOR FTG SIZE
AND REINF
SEE PLAN
GRID
1'-0"
8"
HSS COLUMN, SEE COLUMN
SCHEDULE FOR SIZE
7
3'-0"
12x12 CIP COLUMN ENCASEMENT
w/ CHAMFERED CORNERS
REINFORCE w/ 4x4-W1.4xW1.4 WWF
FOR ENCASED COLUMNS SEE ARCH
SCALE: 1" = 1'-0"
4'-0" M
IN
#4@12" BEW
#4@12" BEW
WWF
WWF
5
SCALE: 1" = 1'-0"
TOC EL SEE PLAN
SCALE: 1" = 1'-0"
5"
TOC EL SEE PLAN
FOR FTG SIZE
AND REINF
SEE PLAN
TOC EL SEE PLAN
BOT OF FTG
EL SEE PLAN
8 9
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
1'-0"
#4@15"
EW EF
2'-6"
MASONRY
VENEER
5"
WWF
FIN GRADE
4'-0" M
IN
3"
9"
GRID
1'-1"
#4 @15"
1
1
TOC EL SEE PLAN
BOT OF FTG
EL SEE PLAN
SCALE: 1" = 1'-0"
10
1'-0"
3-#5
CONT
#4@15"
EW EF
2'-6"
1'-4"
MASONRY
VENEER
5"
FIN GRADE
4'-0" M
IN
3"
GRID
1'-1"
#4 @15"
1
1
3"
TOC EL SEE PLAN
BOT OF FTG
EL SEE PLAN
1'-5"
4"
8" FULLY GROUTED
CMU w/ #5@24" V +
#9 GAGE WIRE
LADDER @16" OC H
DOWEL TO
MATCH CMU
VERTICAL
REINF
WWF
5" 4"
TOW EL - SEE
ARCH DRAWINGS
#4@12"
CENTERED
EW
1'-0"
3-#5
CONT
3'-0" 10" 1'-0"
4'-0" M
IN
5'-0" M
AX
U
NB
ALA
NC
ED
S
OIL
#4@18" T&B CONT
#4@12" T
#4@12" H
#4@12" V
WWF
#4 @12"
#4@15"
BEW
5"
6
"
M
I
N
#4@15"
BEW
SEE ARCH DRAWINGS
FOR STAIR DIMENSIONS
& LAYOUT
8"
#4@12"
CENTERED
EACH WAY
6
"
M
I
N
11
VARIES
6"
MIN
#4@15"
DOWELS
SEE ARCH DRAWINGS
FOR STAIR DIMENSIONS
& LAYOUT
#4@15" BEW
9"9"
6"
9"
1'-0"
9"
1'-0"
9"
1'-0"
9"9"
6"
6"
9"
1'-0"
9"
9"
9"
1'-0"
GRID
GRID
GRID
GRID
GRID
GRID
#4 TIES
@8" OC
8-#8V
#4 TIES
@8" OC
#4 TIES @8" OC
8-#8 V
8-#8 V
PIER "CP3"PIER "CP2"PIER "CP1"
12 13
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
FIN GRADE
FIN GRADE
9"9"
9"
9"
GRID
GRID
8-#8 V
#4 TIES
@8" OC
PIER "CP4"
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AS NOTED
S4.1
BSM
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TATI
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25 S
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RIDG
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569
1404
SECT
ION
S
No. Issue DateBID SET 02/09/16
SEEARCHDWGS
SEE PLAN FORDECK TYPE ANDDIRECTION
W BEAM, SEEPLAN FOR SIZE
CONT 3 8"BENT PL
GRID
4-12TYP
4SCALE: 1" = 1'-0"
1SCALE: 1" = 1'-0"
2
5
6
38" PLATE
HSS BEAM, SEEPLAN FOR SIZE
4-12TYP
18
MASONRYVENEER
SCALE: 1" = 1'-0"
3
12"Øx4" HEADED
STUDS @16" OC
38" BENT
PLATE
14
GRID
4-12
514"
SCALE: 1" = 1'-0"
3"
16
3" ROOF DECK
MASONRY VENEER
TOS EL 20'-0"
4-12
4-12
W BEAM, SEEPLAN FOR SIZE
B.1 NOTE "A" - WELD AFTERALIGNMENT TYP
EL VARIESSEE ARCH DWG
L6x4x38 CONT
(GALV) LLH
12" STIFF PL ON ES
GRID
NOTE A
1'-1" SEEARCH DWGS
4-12TYP
CONT 3 8" BENT PL
1'-1" SEEARCH DWGS
3" ROOF DECK
SEE ARCHDWGS
#4@12"
W BEAM, SEEPLAN FOR SIZE
3
1'-1" 6"
FINISHES, SEEARCH DRAWINGS
8
14" BENT
PLATE
14
GRID
4-12
514"
SEE ARCHDWGS
#4@12"
W BEAM, SEEPLAN FOR SIZE
516" STIFF PL
@4'-0" OC
CONT L8x4x38
9SCALE: 1" = 1'-0"
10SCALE: 1" = 1'-0"
11SCALE: 1" = 1'-0"
GRID
514"
TOC EL 9'-6"
3"
4"
38" CONT PLATE
HSS BEAM, SEEPLAN FOR SIZE
4-1214
8" FULLY GROUTEDCMU w/ #5@24" V +#9 GAGE WIRELADDER @16" OC H
12"Ø x 6" HEADED
STUDS @24" OC
14
3 SIDES
2-#5 CONT
DRYPACKSOLID
GRID
4"
HSS BEAM, SEEPLAN FOR SIZE
8" FULLY GROUTEDCMU w/ #5@24" V +#9 GAGE WIRELADDER @16" OC H
12"Ø x 6" HEADED
STUDS @24" OC
14
3 SIDES
2-#5 CONT3
4"Ø HILTI EXP BOLTSw/ 43
4" MIN EMBED@24" OC
DRYPACKSOLID
1'-1" SEEARCH DWGS
12" x 4" PLATE @24" OC1
2" x 4" PLATE @24" OC12 13
SCALE: 1" = 1'-0"
14SCALE: 1" = 1'-0"
15SCALE: 1" = 1'-0"
16SCALE: 1" = 1'-0"
HSS BEAM, SEEPLAN FOR SIZE
SEE DETAILS 10 & 11ON THIS SHEET FORINFORMATION NOTSHOWN
GRID
W BEAM, SEEPLAN FOR SIZE
14" STIFF / CONN
PL ON ES
3 SIDES
3'-0" MAX - SEE ARCH DWGS11
2" ROOF DECK
WT5x11L3x3x5
16
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
TOS EL 34'-0"
TOS EL 26'-0"
TOS EL 28'-6"
8" M
IN
ROOFING, SEEARCH DWGS
W BEAM, SEEPLAN FOR SIZE
W BEAM, SEEPLAN FOR SIZE
112" ROOF DECK
516" STIFF /
CONN PL 1"x6"x12" PLATEw/ 4-3 4"Ø A325 BOLTS
HSS BEAM, SEEPLAN FOR SIZE
HSS COL, SEEPLAN FOR SIZE
TYP T&B
CP TYP T&B
516" STIFF /
CONN PLON BS
34"x6"x12" PLATE
w/ 4-3 4"Ø A325 BOLTS
SCALE: 1" = 1'-0"
2-#5 CONT
2-#5 CONT
2" 2"8"
2"2"
8"
6S4.2
8" FULLY GROUTED CMUw/ #5@24" V + #9 GAGEWIRE LADDER @16" OC H
HSS BEAM, SEEPLAN FOR SIZE
58"x12"x12" PLATE w/ 4-3 4"Ø
HILTI EXP BOLTS w/ 434" MIN
EMBED
TYP
GRID
W BEAM, SEEPLAN FOR SIZE
38" CONN /
STIFF PL
3'-0" MAX - SEE ARCH DWGS
112" ROOF DECK
WT5x15
W BEAM, SEEPLAN FOR SIZE
TOS EL 26'-9"
4"
ROOFING, SEEARCH DWGS
TOS EL 26'-0"
38"x3" PL
3 SIDES
GRID
W BEAM, SEEPLAN FOR SIZE
38" CONN /
STIFF PL
3'-0" MAX - SEE ARCH DWGS
112" ROOF DECK
W BEAM, SEEPLAN FOR SIZE
TOS EL 26'-9"
TOS EL26'-9"
L3x3x516
W BEAM, SEEPLAN FOR SIZE
112" ROOF
DECK
112" ROOF
DECK
BOS EL 26'-0"
WT BEAM, SEEPLAN FOR SIZE
3-12
514"
GRID
TOC EL 14'-0"
SEE ARCHDWGS
TOS EL 12'-6"
1'-1" SEEARCH DWGS
34" CONT PL
4-12
HSS BEAM, SEEPLAN FOR SIZE
112" ROOF
DECK
HSS BEAM, SEEPLAN FOR SIZE
BOS EL 26'-2"
GRID
7'-0" MAX
C BEAM, SEEPLAN FOR SIZE
17SCALE: 1" = 1'-0"
MASONRYVENEER
MASONRYVENEER
34"Ø HILTI EXP BOLTS
w/ 434" MIN EMBED
@24" OC
ROOFING, SEEARCH DWGS
CP
ROOFING, SEEARCH DWGS
112" ROOF
DECK
HSS BEAM, SEEPLAN FOR SIZE
112" ROOF DECK
NOTE:ALL STEEL ABOVE TOS EL 26'-0"TO BE HOT DIPPED GALVANIZED
C BEAM, SEEPLAN FOR SIZE
C BEAM, SEEPLAN FOR SIZE
34"x10" PL
4S4.2
12S4.2
14" CAP
PLATE
L BEAM, SEEPLAN FOR SIZE5'-6" MAX
7
1'-0"
12" END
PLATE5
16" STIFF PLATEEACH SIDE TYPICAL
BEAM OUT OF PAGE NOTSHOWN FOR CLARITY
℄ OF COLUMN
HSS COLUMN, SEECOLUMN SCHEDULEON S3.1 FOR SIZE
W BEAM, SEEPLAN FOR SIZE
AS NOTED
S4.2
BSM
UXB
RIDG
E FI
RE S
TATI
ON
25 S
OU
TH M
AIN
STR
EET
UXB
RIDG
E, M
A 01
569
1404
SECT
ION
S
No. Issue Date
Drawn by:
proj
ect n
umbe
r:
Scale:
6 8
H
arris
on
Ave
nue
4 H
ead
Tide
Chu
rch
Rd.
Bos
ton
M
A
021
11Po
st O
ffic
e B
ox
2 6
56
1 7
4
2 3
1 4
0 0
Aln
a
ME
0
4 5
3 5
donh
aman
dsw
eene
y.co
m2
0 7
5
8 6
6 0
0 0
Don
ham
& S
wee
ney
A R
C H
I T
E C
T S
BID SET 02/09/16
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