S1 - Commercial Building Contractors/ Construction...

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GEN

ERAL

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TES

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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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"

NONE

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No. Issue Date

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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"

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5

8 6

6 0

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& S

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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

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STR

EET

UXB

RIDG

E, M

A 01

569

1404

FOU

NDA

TIO

N /

FIRS

T FL

OO

R PL

AN


19

11

4

15

20

H P

H K N P

TOC EL 9'-6"

TOS EL 9'-0

3

4

"

NOTES:




4. TOP OF STEEL EL SEE PLAN.

5. TOP OF SLAB EL SEE PLAN.

6. BEAMS EQUALLY SPACED BETWEEN COLUMN

GRIDS UNLESS NOTED OTHERWISE.



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:

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ect n

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r:

Scale:

6 8

H

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4 H

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Tide

Chu

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A

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11Po

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e B

ox

2 6

56

1 7

4

2 3

1 4

0 0

Aln

a

ME

0

4 5

3 5

donh

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dsw

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m2

0 7

5

8 6

6 0

0 0

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& S

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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:





5. TOP OF SLAB EL SEE PLAN.







BE 3

1

4



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:

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ect n

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r:

Scale:

6 8

H

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4 H

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Tide

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A

021

11Po

st O

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e B

ox

2 6

56

1 7

4

2 3

1 4

0 0

Aln

a

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0

4 5

3 5

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dsw

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0 7

5

8 6

6 0

0 0

Don

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& S

wee

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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:










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

2

" - 20 GAGE



BE 3

1

4



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

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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

2

" - 20 GAGE


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

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

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:



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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DET

AILS


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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BRAC

ING

ELEV

ATIO

NS

& D

ETAI

LS


WP

TOP OF CONC

HSS DIAGONALSLOTTED AT ENDS

OR

WP

(OR )

COLUMN


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


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


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"


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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BASE

PLA

TE D

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& B

RACI

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DETA

ILS


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

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S


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


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"


3

1'-1" 6"

FINISHES, SEEARCH DRAWINGS

8

14" BENT

PLATE

14

GRID

4-12

514"

SEE ARCHDWGS

#4@12"


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


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"


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"


SEE DETAILS 10 & 11ON THIS SHEET FORINFORMATION NOTSHOWN

GRID


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



112" ROOF DECK

516" STIFF /

CONN PL 1"x6"x12" PLATEw/ 4-3 4"Ø A325 BOLTS


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


58"x12"x12" PLATE w/ 4-3 4"Ø

HILTI EXP BOLTS w/ 434" MIN

EMBED

TYP

GRID


38" CONN /

STIFF PL

3'-0" MAX - SEE ARCH DWGS

112" ROOF DECK

WT5x15


TOS EL 26'-9"

4"


TOS EL 26'-0"

38"x3" PL

3 SIDES

GRID


38" CONN /

STIFF PL

3'-0" MAX - SEE ARCH DWGS

112" ROOF DECK


TOS EL 26'-9"

TOS EL26'-9"

L3x3x516


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


112" ROOF

DECK


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


CP


112" ROOF

DECK


112" ROOF DECK

NOTE:ALL STEEL ABOVE TOS EL 26'-0"TO BE HOT DIPPED GALVANIZED



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


AS NOTED

S4.2

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25 S

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A 01

569

1404

SECT

ION

S

No. Issue Date

Drawn by:

proj

ect n

umbe

r:

Scale:

6 8

H

arris

on

Ave

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4 H

ead

Tide

Chu

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BID SET 02/09/16

S1 - Commercial Building Contractors/ Construction...

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