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DATEMARK REVISION

POLICELLA HOMES763 SOUTH PELHAM ROAD, WELLAND, ONTARIO

STRUCTURAL PLANNEW APARTMENT - MAPLE VIEW TERRACE, WELLAND

CLIENT:

DRAWING:PROJECT:

3 5 6 2

CONSULTING ENGINEERS & ARCHITECT

St.Catharines, Ontario L2N 2N5 Phone/FAX 905-935-7580

SHEET NO.

S1

8 Warrington Place

ISSUED : 22-OCT-13

J. DAVID POUNDER LIMITED

DO NOT SCALE DRAWINGS. REPORT ALL DISCREPANCIES TO THEARCHITECT OR ENGINEER BEFORE PROCEEDING. ALL DRAWINGSAND DESIGNS REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER,AND ARE PROTECTED UNDER COPYRIGHT. DRAWINGS ARE NOT VALIDFOR CONSTRUCTION UNTIL SEALED AND SIGNED BY THE ARCHITECTOR ENGINEER.

THESE DESIGN DOCUMENTS ARE PREPARED SOLELY FOR THE USEBY THE PARTY WITH WHOM THE DESIGN PROFESSIONAL HAS ENTEREDINTO A CONTRACT AND THERE ARE NO REPRESENTATIONS OF ANYKIND MADE BY THE DESIGN PROFESSIONAL TO ANY PARTY WITH WHOMTHE DESIGN PROFESSIONAL HAS NOT ENTERED INTO A CONTRACT.

ELEVATORPIT

FOOTING NOTES:3" CLEAR COVER ON R/F STEEL.f'c= 3000psi (20Mpa)Fp= 130kPa MAXIMUM

FOOTING SCHEDULESIZE REINFORCINGMARK THK.

F1 3'-0" x 3'-0" 12"

F2

5- 10M @ 7 1/2" EACH WAY

F3

4'-6" x 4'-6" 6- 15M @ 9 3/4" EACH WAY

F4

12"

FOOTING / FOUNDATION PLAN1/8" = 1'-0"

GENERAL NOTES:

3) ALL SEAMS IN 6mil POLY VAPOUR BARRIER ARE TO BE SEALED TO PROVIDE CONTINUOUS BARRIER.

2) 6x6 6/6WWF R/F IN FLOOR SLAB IS TO BE SUPPLIED IN MAT FORM AND SPLICES ARE TO OVERLAP 14" MINIMUM.

4) REFER TO TECHNICAL SPECIFICATIONS.

5) ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL. Fp=3000psf MIN.

1) ALL LOOSE MATERIAL AND / OR WATER MUST BE REMOVED FROM THE BOTTOM OF ALL FOOTING EXCAVATIONS PRIOR TO PLACEMENT OF CONCRETE.

6) 3" CLEAR COVER ON R/F STEEL.

7) REFER TO ARCHITECTURAL WALL CROSS-SECTIONS FOR ADDITIONAL INFORMATION.

8) COMPACTION OF BACKFILL AT FOUNDATION WALLS MUST BE EQUAL ON EACH SIDE OF THE WALL.

4" THICK CONCRETE FLOORSLAB WITH 1 LAYER OF 6 x 6 6/6WWF AT CENTER OF SLAB.MACHINE TROWEL FINISH.

PIER NOTES:1 1/2" CLEAR COVER ON R/F STEEL.STEEL: CSA G30.18 HARD GRADEf'c= 3000psi (20Mpa)Fp= 130kPa MAXIMUM

PIER SCHEDULESIZE REINFORCINGMARK

P1 11" x 11" 4- 15M VERT & 10M TIES @ 10"OC.

10"T x 24"W CONCRETEFOOTING WITH 3-15M R/FBARS. 3" CLEAR COVER.HARD GRADE R/F.f'c= 3750psi. (TYP.)

SA

23'-4"

186'-0 7/8"

9'-6"22'-3 1/4"22'-3 1/4" 9'-9"9'-9"22'-3 1/4"9'-9"20'-10 1/8"10'-1"

8'-5"

84'-6 3

/4"

22'-3 7

/8"

22'-3 7

/8"

10 5

/8"

10 5

/8"

8"10 5/8"

10 5/8" 10 5/8"

10 5

/8"

10 5

/8"

10 5/8" 10 5/8" 10 5/8" 10 5/8" 10 5/8" 10 5/8" 10 5/8" 10 5/8"10 5/8" 10 5/8" 10 5/8"

10 5

/8"

10 5

/8"

10 5

/8"

10 5

/8"

23'-4"

186'-0 7/8"

9'-6"22'-3 1/4"22'-3 1/4" 9'-9"9'-9"16'-5 3/8"9'-9"26'-8"18'-7 1/2" 10'-1"

10 5/8"

10 5/8" 10 5/8"

10 5/8" 10 5/8" 10 5/8" 10 5/8" 10 5/8"10 5/8" 10 5/8" 10 5/8"

20'-0 1/2" 5'-8 7/8"

8'-5"

84'-6 3

/4"

38'-0 7

/8"

38'-0 7

/8"

10 5

/8"

10 5

/8"

11'-8 1

/2"

3'-6"

8'-2 1

/2"

11'-8 1

/2"

8'-2 1

/2"

21'-1" 10"10"

8'-5"

10"

10"

1'-6" 1'-1"

22'-1"10" 10"

1'-6"1'-1"

8'-6"

10"

10"

8'-8"

10"

10"

10"

20'-4 1

/2"

1'-1"

8'-0" 10"10"

6'-3" 10"

3'-6"

3'-6"

1'-9"

8'-11"

10"

10" GRANULAR 'A' BASE.COMPACT TO 100% SPD.

FOOTING R/F:REFER TO STRUC. DWGS.

4"DIA. WEEPING TILE W/ SOCK

6" OF 3/8"DIA. CLEAR CRUSHED STONE

LAYER OF NON-WOVEN GEOTEXTILE

BACKFILL WITHGRANULAR BTYPE 1 MATERIAL

EDGE OF EXCAVATION

POURED CONCRETEFOUNDATION WALL.

f'c=3750psi (25MPa)

FINISHED GRADESLOPE AWAY FROMBUILDING

6mil POLYDAMPPROOFING

RECESS FOR PRECASTFLOOR SLABS

DAMPPROOF EXTERIORSURFACE OF FOUNDATIONWALL WITH ASPHALTEMULSION (HENRY/BAKOR 700-01)

WATERPROOFING LAYEROF DELTA-MS AS MADEBY COSELLA-DORKEN

FOUNDATION WALL DETAIL1/2" = 1'-0"

SA

PROVIDE BOND BREAKERMATERIAL

BACKFILL WITH 12"OF NATIVE MATERIALOR CLAY

4" 6"

10"

POURED CONCRETE FOOTING

DO NOT BACKFILL UNTILPRECAST FLOOR SLABSHAVE BEEN INSTALLED

2x4 KEYWAY ALONGTOP OF FOOTING

STEP FOOTING.SEE DETAIL SD

SA

SA

SA

SA

SA

SA

SA

SA

SA

SB

8'-1"

10"

10" GRANULAR 'A' BASE.COMPACT TO 100% SPD.

FOOTING R/F:REFER TO STRUC. DWGS.


f'c=3750psi (25MPa)

6mil POLYDAMPPROOFING


SB

PROVIDE BOND BREAKERMATERIAL

POURED CONCRETEFOOTING

2x4 KEYWAY ALONGTOP OF FOOTING

SB SB

SB

SB

SB

SC


SC

4" 6"

10"

RECESS FOR PRECASTFLOOR SLABS


f'c=3750psi (25MPa)

10"

14'-7"

12" THICK CONCRETE FLOORSLAB AT BOTTOM OF PIT WITH2 LAYER OF 6 x 6 6/6 WWF ATCENTER OF SLAB.

SUMP

7'-9"

5'-0"

EDGE OF EXCAVATION

BACKFILL WITHGRANULAR BTYPE 1 MATERIAL

STEP FOOTING DETAIL1/4" = 1'-0"

SD

UNDERSIDE OFBASEMENT FLOOR

UNDERSIDE OFELEVATOR PIT

FLOOR

24"

24"

20"

24"24"

ALTERNATIVEPROFILE FORUNDERSIDEOF FOOTING

F5

F6

F7

18'-7 1/2"

14'-1 1

/8"

1'-6 1

/2"

1 3

/8"

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

14'-5 3

/4"

1'-6 1

/2"

1 3

/8"

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

1'-1 1/2"

6'-0"

1'-2 1/2"

6'-0"

DAMPPROOF EXTERIORSURFACE OF FOUNDATIONWALL AROUND ELEVATOR

SHAFT WITH ASPHALTEMULSION.

(HENRY/BAKOR 700-01)

WATERPROOFING LAYEROF DELTA-MS

3'-0"

11'-6 1/4"

8'-2 1

/2"

3'-6"

4'-0 1

/2"

11'-2 1

/4"

2'-2 5

/8"

5'-9"

2'-2 5

/8"

11'-2 1

/4"

4'-0 1

/2"

3'-6"

8'-2 1

/2"

20'-6" 11'-6 1/4" 20'-6" 11'-3 1/4" 21'-6 3/4" 6'-6"14'-8 1/8"11'-6 1/4"26'-8"11'-2 1/2"16'-10 1/4"

11'-6 1/4" 20'-6" 11'-6 1/4" 20'-6" 11'-3 1/4" 21'-6 3/4"20'-6"11'-6 1/4"20'-10 1/8"11'-2 1/2"16'-10 1/4" 6'-6"

2'-2 1

/2"

3'-6"

12'-0 1

/2"

11'-2 1

/4"

2'-2 5

/8"

5'-9"

2'-2 5

/8"

11'-2 1

/4"

10'-6 9

/16"

3'-6"

6'-0"

6'-9 7

/8"

20'-8 1/2" 5'-8 7/8"

ABCDEFGHJKLN

1

2

3

4

5

6

7

8

9

10

12

ABCDEFGHJaKaLN

1

5

6

7

8

12

2

1111

10

3

Kb

0x

15'-0 3

/8"

M

M

4x

9x

1x

11x

2'-2 1

/2"

6'-0"

Kc

2 5/8"

F12

5'-6" x 5'-6"

6'-9" x 6'-9"

7'-6" x 7'-6"

8'-0" x 8'-0"

1'-2"

1'-6"

1'-7"

1'-6"

F1P

9

8- 15M @ 8 1/4" EACH WAY

11- 20M @ 7 1/2" EACH WAY

8- 25M @ 12" EACH WAY

8- 25M @ 13" EACH WAY

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

P2

P3

P4

P5

P6

12" x 12"

14" x 14"

15" x 15"

16" x 16"

18" x 18"

4- 20M VERT & 10M TIES @ 12"OC.

6- 20M VERT & 10M TIES @ 12"OC.

6- 20M VERT & 10M TIES @ 12"OC.

8- 20M VERT & 10M TIES @ 12"OC.

8- 20M VERT & 10M TIES @ 12"OC.

F1P

9

F9

P7

F17P

7F

17P

7

F8

P8

P2

SUMPS

F3

P2

F3

P2

F6P

5F

6P

5

F13

F13

F16

F14

P2

P2

P2

P2

P3

F11

F9

F9

F16

F15

F4

F14

F1P

1F

1P

1 F1

P1

F1P

1

F1

P1

F1P

1

F1

P1

F1P

1F

1P

1

F1

P1

F1

P1

F1

P1

F1

P1

F1

P1

F1

P1

F1

P1

P7

P7

F18

F8P

6

F5

P5

F9P

2F

9P

2

P7

18 1/2" x 18 1/2"

4- 15M VERT & 10M TIES @ 12"OC.

F7

F10

P8

12" x 12"

4- 15M VERT & 10M TIES @ 12"OC.

P9 19" x 19" 4- 15M VERT & 10M TIES @ 12"OC.

F5

P5

F3

P3

F3

P3

F2

P1

F17P

1

F9

P1

F17

P1

F19

P3

F5

P6

F17

P2

F17P

2

5 1/2"5 1/2"

5 1

/2"

5 1

/2"

4- 15M VERT. BARS 'L' HOOK10M TIES @ 10"OC.1 1/2" CLEAR COVER

S1 1" = 1'-0"

PIER P1

6"6"

6"

6"


S1 1" = 1'-0"

PIER P2

7"7"

7"

7"


S1 1" = 1'-0"

PIER P3

7 1/2"7 1/2"

7 1

/2"

7 1

/2"


S1 1" = 1'-0"

PIER P4

8"8"

8"

8"


S1 1" = 1'-0"

PIER P5

9"9"

9"

9"


S1 1" = 1'-0"

PIER P6

9 1/4"9 1/4"

9 1

/4"

9 1

/4"


S1 1" = 1'-0"

PIER P8

6"6"

6"

6"


S1 1" = 1'-0"

PIER P7

9 1/2"9 1/2"

9 1

/2"

9 1

/2"


S1 1" = 1'-0"

PIER P9

04-DEC-131 FTG F8 - F19 ADDED, FTG F1-F2 & F4-F7CHANGED, DIMENSIONS ADJUSTED, NOTEADDED, PIER CHANGED

4.1

4.2

8.3

8.18.1

4.2

8.2

1'-4 3

/8"

1'-5 1

5/1

6"

1'-4 3

/8"

8'-3 1

/16"

1'-1 5

/16"

8'-3 1

/16"

1'-1 5

/16"

1

11

1

STEP FOOTING.SEE DETAIL SD

1

1

1

F8 4'-0" x 4'-0" 5- 15M @ 10 1/2" EACH WAY12" 1

F9 5'-0" x 5'-0" 7- 15M @ 8 1/2" EACH WAY1'-1" 1

F10 3'-6" x 3'-6" 4- 15M @ 12" EACH WAY12" 1

1

1

1

F11

F12

F13

F14

F15

F16

6'-0" x 16'-2" 2'-6" 5- 25M @ 16 1/2" AND 16- 20M @ 12 1/2"

7'-6" x 10'-0" 2'-2" 7- 30M @ 14" AND 10- 25M @ 12 5/8"

8'-0" x 11'-6" 2'-6" 8- 30M @ 12 3/4" AND 11- 25M @ 13 1/8"

8'-6" x 12'-0" 2'-8" 10- 30M @ 10 5/8" AND 10- 25M @ 15 1/4"

1

1

1

1

1

1

8'-6" x 13'-0" 2'-9" 10- 30M @ 10 5/8" AND 12- 25M @ 13 5/8"

10'-0" x 13'-0" 2'-9" 11- 30M @ 11 3/8" AND 15- 30M @ 10 5/8"

P3

5'-3"

F3

F3

F3

F3

F3

F3

F3

F3

QTY

18

P3

5'-3"

P3

P2

F12

4'-9 3

/4"

4'-9 3

/4"

P6

P5

6'-9 1

/2"

6'-9 1

/2"

P5

6'-2 1

/2"

P4 6

'-1 1

/2"

F3

P2

2

13

1

3

2

3

8

1

1

2

2

2

1

2

F9

P7F

9P

1

6'-4" x 6'-4" 1'-6" 9- 20M @ 8 3/4" EACH WAY1 1

F2

P1

F8

P8

9) REFER TO DRAWING S1B FOR FOOTING DETAILS.1

F17 6 3'-9" x 3'-9" 12" 6- 10M @ 7 3/4" EACH WAY 1

1

1

1

1

1

F18 1

F19 1

1

1

9'-6" x 11'-6" 2'-4" 13- 30M @ 9" AND 10- 30M @ 14 3/4"

5'-0" x 6'-0" 1'-4" 7- 20M @ 9" AND 6- 20M @ 13 1/4"

5'-5 1

/2"

2'-0 1

/2"

17-DEC-132 PIER ID CHANGED; REINFORCING ADDED TODETAILS SA, SB & SC

2

2

2

2

15M HORIZONTAL REINFORCINGBARS @ 12"OC.

10M VERTICAL REINFORCINGBARS @ 12"OC.

2" CLEAR COVER

2- 15M HORIZONTAL R/FBARS @ TOP OF WALL

2

2

2

15M HORIZONTAL R/FBARS @ 12"OC.

15M VERTICAL R/FBARS @ 12"OC.



15M HORIZONTAL REINFORCINGBARS @ 12"OC.

15M VERTICAL REINFORCINGBARS @ 12"OC.

15M HORIZONTAL R/FBARS @ 12"OC.

10M VERTICAL R/FBARS @ 12"OC.

REINFORCING @ CENTEROF WALL

R/F @ CENTER OF WALL

COORDINATE ANCHORBAR LOCATIONS WITH

PRECAST SUPPLIER


PRECAST SUPPLIER


PRECAST SUPPLIER

2- 15M HORIZONTAL R/FBARS @ FLOOR LEVEL

15M 'L' BAR R/F @ 12"OC..EMBED 6" INTO FLOOR

15" SPLICE ON VERT BARS

2" CLEAR COVER

C12

1

ABOVE

C16

W 10 x 60

W 10 x 33C18

C17

BB15

4W6 x 15BB15

C10

C10

4- 3/4"DIA. x 16"LG

S1C

DATEMARK REVISION



CLIENT:

DRAWING:PROJECT:

3 5 6 2



SHEET NO.

S1A

8 Warrington Place




BASEMENT FLOOR PLAN(GROUND FLOOR FLOOR FRAMING)1/8" = 1'-0"

SPAN

10" THICK PRECAST CONCRETE FLOOR SLABS TYP.

SPAN

8" THICK PRECAST CONCRETE FLOOR SLABS (CORRIDOR ONLY)

DRYPACK PRIOR TOBUILDING WALL ABOVE

15M x 2'-11" LG.@ 4'-0"OC.

2'-0"

11"

15M x 2'-11" LG. INEACH GROUT JOINT

TYPICAL SIDEANCHORAGEN.T.S.

TYPICAL ENDANCHORAGEN.T.S.

2'-0"11"

2'-0"

11"

PL 7 5/8"x5"x3/8"

L 5"x3 1/2"x3/8"(LLV)

PL 5"x4"x3/8"

PL 6"x8"x5/8" +STRAP ANCHORS

HANGER DETAILN.T.S.

HANGER

HANGER

HANGER

HANGER

W6x15

W6x15

W6x15

W6x15

11'-10 1/2"

4'-0"

4'-3"

4'-0"

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

4'-0"

STAIR 'B'

ELEVATOR

STAIR 'A'

STORAGE

STORAGE

STORAGE

BB00

BB01

BB02

BB03

BB04

BB05

BB06

BB07

BB08

BB09

BB10

BB11

BB12

BB13

BB14

BEAM SCHEDULESIZE LOADINGMARK

M (ft-k) V (k)

LEGEND:M = MOMENTV = SHEARP = AXIALft-k = FOOT-KIPSk = KIPS

QTY

C4

D D

A C

B

ISSUED : 22-OCT-13

11'-6 1/4"

8'-2 1/2"

3'-6"

4'-0 1/2"

11'-2 1/4"

2'-2 5/8"

5'-9"

2'-2 5/8"

11'-2 1/4"

4'-0 1/2"

3'-6"

8'-2 1/2"

20'-6" 11'-6 1/4" 20'-6" 11'-3 1/4" 21'-6 3/4" 6'-6"14'-8 1/8"11'-6 1/4"26'-8"11'-2 1/2"16'-10 1/4"

11'-6 1/4" 20'-6" 11'-6 1/4" 20'-6" 11'-3 1/4" 21'-6 3/4"20'-6"11'-6 1/4"20'-10 1/8"11'-2 1/2"16'-10 1/4" 6'-6"

2'-2 1/2"

3'-6"

12'-0 1/2"

11'-2 1/4"

2'-2 5/8"

5'-9"

2'-2 5/8"

11'-2 1/4"

10'-6 9/16"

3'-6"

6'-0"

6'-9 7/8"

20'-8 1/2" 5'-8 7/8"

ABCDEFGHJKLN

1

2

3

4

5

6

7

8

9

10

12

ABCDEFGHJaKaLN

1

5

6

7

8

12

2

1111

10

3

Kb

0x

15'-0 3/8"

M

M

4x

9x

1x

11x

2'-2 1/2"

6'-0"

Kc

2 5/8"

D

AC2

D

A

D

D3 D2

A1

E1

E1

B2

B2

D3 D2

A1

A

D D D

A C3

D D

A C

B

A

D

C1

A

D

C1

D D

A

D1

D D

A

D1

B1

B1

F

F1

BB04

BB02

BB01

BB00

BB05

BB02

BB01

BB00

BB03

BB16

BB11 BB07

BB09 BB07

BB07 BB06

BB06

BB15

BB15

BB14

BB13

BB15

C15

C13 C11

C11

C12C18

C17

C13

1

ABOVE

C13

2ABOVE

C20

2

2

2

1

1

1

2

3

4

1

1

1

2

1

1

W14 x 48

W14 x 34

W14 x 34

W10 x 22

W14 x 34

W10 x 22

NOTE:3" CLEAR COVER AT BASE OF ANCHOR BOLTS.

COLUMN SCHEDULESIZE BASE PLATEMARK ANCHOR BOLTS

C10 W 10 x 33

C11

C12

C13 W 10 x 77

W 10 x 60C14

W 10 x 77C15

C16

W 10 x 60

W 10 x 60

W 10 x 33

S1C

S1C S1C

S1C S1C

S1C S1C

S1C S1C

S1C S1C

S1C S1C

S1C S1C

S1C

S1C

S1C

S1C

S1C

S1C

S1C

S1CS1C

S1CS1C

S1CS1C

S1C

S1C

S1CS1C

S1CS1C

S1CS1C

S1C S1C

S1C

S1C

S1CS1C

S1C

S1C

S1C

S1C

S1C S1C

S1C

S1C

C117

ABOVE

C116

ABOVE

C121

ABOVE

C120

ABOVE

C116

ABOVE

C117

ABOVE

C119

ABOVE

C116

ABOVE

C117

ABOVE

C124

ABOVE

C116

ABOVE

C117

ABOVE

C10

2ABOVE

C12

3ABOVE

C12

2ABOVE

C100

ABOVE

C134

ABOVE

C10

1ABOVE

C13

3ABOVE

C114

ABOVE

C114

ABOVE

C12

0ABOVE

C119

ABOVE

C116

ABOVE

C116

ABOVE

C117

ABOVE

C117

ABOVE

C117

ABOVE

C116

ABOVE

C116

ABOVE

C117

ABOVE

C102

ABOVE

C12

4ABOVE

C10

1ABOVE

C10

0ABOVEC13

4ABOVE

C12

3ABOVE

C12

2ABOVE

C104

ABOVE

C106

ABOVE

C112

ABOVE

C10

4

ABOVE

C10

8

ABOVE

C12

8

ABOVE

C13

6ABOVE

C12

9

ABOVE

C127

ABOVE

C13

5

ABOVE

C133

ABOVE

C12

6ABOVE

C12

6ABOVE

C12

7ABOVE

C129

ABOVE

C135

ABOVE

C136

ABOVE

C13

0

ABOVE

C13

0ABOVE

C12

8

ABOVE

12 1/2" x 5/8" x 1'-0 1/2" 4- 3/4"DIA. x 12"LG

15" x 1" x 1'-3"

11 1/4" x 3/8" x 0'-11 1/4" 4- 3/4"DIA. x 12"LG

11" x 3/8" x 0'-11"

14" x 7/8" x 1'-2"

15" x 1" x 1'-3"

HOLE

TOP ORBOTTOMPLATE

SEE DETAIL S1

BEAM DETAIL1" = 1'-0"

S1

W6 x 15

1/2" x 1'-2" PLATE

1/4

7" 7"


S15

W10 x22

1/2" x 1'-1 3/4" PLATE

HSS 3" x 2" x 0.188"

1/4

6 7/8" 6 7/8"

1/4

BEAM DETAILN.T.S.

S4

W14 x 34

1/2" PLATE

1/2" STIFFENERPLATE EACH SIDE@ 24"OC.

8"

CLIP CORNER

1/4

1/4

4" 4"

UNFACTORED:

100.00 psfLL=

STAIR LOADS

UNFACTORED:

228.00 psfTL=

100.00 psf 72.00 psf slabs 20.00 psf partitions 36.00 psf topping & finishes

LL=DL= = =

GROUND FLOOR LOADSGENERAL NOTES:

2) REFER TO DRAWING S4 FOR LINTEL AND BEARING PLATE SCHEDULES.


4) REFER TO WALL CROSS-SECTIONS FOR ADDITIONAL INFORMATION.

5) ALL DIMENSIONS ARE TO BE FIELD CONFIRMED PRIOR TO FABRICATION.

6) SLABS MUST BE CURED PRIOR TO INSTALLATION.

7) SLABS MUST BE UNIFORM AGE AND SIMILAR CAMBER AND THICKNESS FOR SAME GROUP OF SLABS.

8) SIDES OF SLAB AS WELL AS ENDS MUST BE ANCHORED AT FLOOR PERIMETER.

9) SHOP DRAWINGS FOR PRECAST CONCRETE SLABS ARE REQUIRED TO BE SUBMITTED TO ENGINEER FOR REVIEW PRIOR TO FABRICATION.

1) TOP OF PRECAST FLOOR SLABS AT 9'-10 1/2".

10) 1/2" THICK FLOOR TOPPING IS REQUIRED.

11) TOP OF STEEL BELOW TOP OF PRECAST FLOOR SLABS-X"

-2"

-2" -2"

-2"

-2"

-2"

-2"

-2"

-10"

-10"

-10"

-10"

-10"

-10"

-10"

-10"

-10"

0"

-2"

-2"

-2"

0"

UP

UP

458.13 210.4

W14 x 34

W10 x 22

W10 x 22

W10 x 22

573.26 224.6

575.5 224.6

515.59 250.6

739.50 297.8

702.78 274.0

19.022 41.80

62.817 70.7

19.875 41.80

32.257 44.7

5.041 41.80

65.057 50.1

19.947 41.80

16.449 41.80

20.176 41.80

11 1/4" x 1/2" x 0'-11 1/4"

C20

C14

BB10

C118

ABOVE

C118

ABOVE

C111

ABOVE

17" x 1 1/4" x 1'-5"

11" x 3/8" x 0'-11" 4- 3/4"DIA. x 12"LG

C3S1C

ES1C

ES1C

-2"

SEE DETAIL S17

SEE DETAIL S15

SEE DETAIL S15

BB16 1W14 x 34 65.057 50.1

SEE DETAIL S7

SEE DETAIL S7

SEE DETAIL S7 & S6

BEAM DETAILN.T.S.

S6

W14 x 34

1/2" PLATE


8"

CLIP CORNER

1/4

1/4

4"


S3

W10 x 22

1/2" x 1'-1 3/4" PLATE

HSS 3" x 2" x 0.188"

1/4

6 7/8" 6 7/8"

1/4

HSS 4" x 3"x 0.188"

1/4

SEE DETAIL S7

SEE DETAIL S3

SEE DETAIL S7

SEE DETAIL S3

SEE DETAIL S3


S14

1/2" x 1'-4" PLATE

HSS 3" x 2" x 0.188"

1/4

6 7/8" 6 7/8"1/4

HSS 4" x 3"x 0.188"

1/4

W10 x 26

3/8"T. x 3"WPLATE

C19

C19

C19

C19

C19

C19

C19

C19

C19

4.1

4.2

8.3

8.18.1

4.2

8.2

1'-5 15/16"

1'-4 3/8"

1'-4 3/8"

8'-3 1/16"

1'-1 5/16"

1'-1 5/16"

8'-3 1/16"

20-NOV-131 COLUMNS ADDED, SIZES CHANGED, BEAMDELETED, DETAIL ADDED, DETAIL DELETED,DETAIL ID CHANGED

1

1

1

1

1

1

1

1

1

1

1

1

1

1

W14 x 48

W14 x 48

W14 x 48

W14 x 48

W14 x 48

C19 W 8 x 31 11 1/4" x 3/4" x 0'-11 1/4" 4- 3/4"DIA. x 12"LG

4- 3/4"DIA. x 16"LG

4- 3/4"DIA. x 16"LG

4- 3/4"DIA. x 16"LG

4- 3/4"DIA. x 16"LG

4- 3/4"DIA. x 16"LG

SEE DETAIL S17

SEE DETAIL S17

SEE DETAIL S17

SEE DETAIL S17

SEE DETAIL S17


S17

W14 x 48

1/4" x 1" x 4" LONGPLATE @ 48"OC.

1/8

1

1111

1 1 1

1

1

1

1

1

HOLE

17-DEC-132 ALL DETAIL ID's CHANGED REGARDING DWG.NUMBER; COLUMN CHANGED; BASE PLATECHANGED; C17 ID CHANGED TO C20; DETAILID CHANGED; DETAIL S7 ADDED

2

2

2

2

C20 W 12 x 65 14 1/2" x 7/8" x 1'-2 1/2" 4- 3/4"DIA. x 12"LG 2

2

2

2

2

2

2

BEAM DETAILN.T.S.

S7


CLIP CORNER

1/4

W14 x 34

4" 6"

4"

8"

1/2" PLATE

1/2" PLATE

1/4

2

F2S1C

2

2

2

2

2

2

CORRIDOR, MECHANICAL ROOMS,STORAGE ROOMS, BALCONIES

UNITS:

UNFACTORED:

168.00 psfTL=

40.00 psf72.00 psf slabs20.00 psf partitions36.00 psf topping & finishes

LL=DL= = =

06-FEB-143 FLOOR LOADING ADJUSTED

3

6'-0"

1'-4"

4"

1'-0"

8"

1/2" = 1'-0"

COLUMN FOOTING 'F19' DETAIL

11'-6"

2'-4"

4"

1'-0"

8"

1/2" = 1'-0"

COLUMN FOOTING 'F18' DETAIL1/2" = 1'-0"

COLUMN FOOTING 'F17' DETAIL

3'-9"

1'-0"

4"

8"

8"

DATEMARK REVISION


FOOTING & FOUNDATION DETAILSNEW APARTMENT - MAPLE VIEW TERRACE, WELLAND

CLIENT:

DRAWING:PROJECT:

3 5 6 2



SHEET NO.

S1B

8 Warrington Place



THESE DESIGN DOCUMENTS ARE PREPARED SOLELY FOR THE USEBY THE PARTY WITH WHOM THE DESIGN PROFESSIONAL HAS ENTEREDINTO A CONTRACT AND THERE ARE NO REPRESENTATIONS OF ANYKIND MADE BY THE DESIGN PROFESSIONAL TO ANY PARTY WITH WHOMTHE DESIGN PROFESSIONAL HAS NOT ENTERED INTO A CONTRACT. ISSUED : 22-OCT-13

8"

8"

4"

1'-0"

3'-0"








8"

8"

4"

12"

4'-6"

8"

8"

4"

1'-2"

5'-6"

8"

1'-0"

4"

1'-6"

6'-9"

8"

1'-0"

4"

1'-7"

7'-6"

8"

1'-0"

4"

1'-6"

8'-0"

8"

1'-0"

4"

1'-6"

6'-4"

8"

8"

4"

1'-0"

3'-6"



8"

8"

4"

12"

4'-0"


8"

8"

4"

1'-1"

5'-0"


8"

1'-0"

4"

2'-6"

16'-2"


8"

1'-0"

4"

2'-9"

13'-0"


8"

1'-0"

4"

2'-9"

13'-0"


8"

1'-0"

4"

2'-8"

12'-0"


8"

1'-0"

4"

2'-6"

11'-6"


8"

1'-0"

4"

2'-2"

10'-0"

04-DEC-132 COLUMN BEARING DETAILS MOVED TO DWG.S1C, DETAILS REVISED, FOOTINGS F8 - F19ADDED

20-NOV-131 DETAILS REVISED, DETAIL DELETED

CONCRETE FLOORSLAB AS NOTED

3" CLEARCOVER

1 1/2" NON-SHRINKGROUT UNDER BASEPLATE

4- 3/4"Ø 'L' HOOKED ANCHORBOLTS W/ LEVELLING NUTS &WASHERS. EMBED 12" INTOFOOTING

7- 20M R/FBARS @9"OC.

6- 20M R/FBARS @

13 1/4"OC.

13- 30M R/FBARS @ 9"

10- 30M R/FBARS @14 3/4"


3" CLEARCOVER




3" CLEARCOVER



6- 10M R/FBARS @7 3/4"OC.

6- 10M R/FBARS @7 3/4"OC.

1

5- 10M R/FBARS @7 1/2"OC.

5- 10M R/FBARS @7 1/2"OC.



3" CLEARCOVER


6- 15M R/FBARS @9 1/4"OC.

6- 15M R/FBARS @9 1/4"OC.



3" CLEARCOVER

CONCRETE FLOORSLAB AS NOTED8- 15M R/F

BARS @8 1/4"OC.

8- 15M R/FBARS @8 1/4"OC.



3" CLEARCOVER


11- 20M R/FBARS @7 1/2"OC.

11- 20M R/FBARS @7 1/2"OC.



3" CLEARCOVER





3" CLEARCOVER





3" CLEARCOVER


BARS @13"OC.




3" CLEARCOVER


BARS @8 3/4"OC.

9- 20M R/FBARS @8 3/4"OC.

11111





3" CLEARCOVER


5- 15M R/FBARS @

10 1/2"OC.

5- 15M R/FBARS @

10 1/2"OC.



3" CLEARCOVER


BARS @8 1/2"OC.

7- 15M R/FBARS @8 1/2"OC.



3" CLEARCOVER




3" CLEARCOVER


16- 20M R/FBARS @12 1/2"

5- 25M R/FBARS @16 1/2"



3" CLEARCOVER


15- 30M R/FBARS @10 5/8"

11- 30M R/FBARS @11 3/8"



3" CLEARCOVER


12- 25M R/FBARS @13 5/8"

10- 30M R/FBARS @10 5/8"



3" CLEARCOVER


10- 25M R/FBARS @15 1/4"

10- 30M R/FBARS @10 5/8"



3" CLEARCOVER


11- 25M R/FBARS @13 1/8"

8- 30M R/FBARS @12 3/4"



3" CLEARCOVER


10- 25M R/FBARS @12 5/8"

7- 30M R/FBARS @

14"

2

INTERIOR

EXTERIOR

SECTION

PLAN VIEW

D3

1" = 1'-0"

DETAIL OF COLUMN BEARINGAT TOP OF FOUNDATION WALL

2

SIDE VIEW

PLAN VIEW

1 1/2" NON-SHRINK GROUTUNDER BASE PLATE

2- 3/4"Ø 'L' HOOKED ANCHORBOLTS W/ LEVELLING NUTS &WASHERS. EMBED 20" INTOWALL

INTERIOR

EXTERIOR

C4

1" = 1'-0"

DETAIL OF COLUMN BEARINGAT TOP OF FOUNDATION WALL

DATEMARK REVISION


FOOTING & FOUNDATION DETAILSNEW APARTMENT - MAPLE VIEW TERRACE, WELLAND

CLIENT:

DRAWING:PROJECT:

3 5 6 2



SHEET NO.

S1C

8 Warrington Place




PLAN VIEW

DETAIL OF COLUMN BEARINGAT TOP OF FOUNDATION WALL1" = 1'-0"

ADETAIL OF COLUMN BEARINGAT TOP OF FOUNDATION WALL1" = 1'-0"

B


C

ISSUED : 02-DEC-13


D


F

PLAN VIEWPLAN VIEW

INTERIOR

EXTERIOR

PLAN VIEW

EXTERIOR

INTERIOR

PLAN VIEW

SECTION SECTIONSECTION

SECTION

SIDE VIEW


D1


B1

PLAN VIEW

SECTION


C1

PLAN VIEW


A1

SECTION

INTERIOR

EXTERIOR

EXTERIOR

INTERIOR



EXTERIOR

INTERIOR



PLAN VIEW

SIDE VIEW


C2



EXTERIOR

INTERIOR

PLAN VIEW

SIDE VIEW


C3

2- 3/4"Ø 'L' HOOKED ANCHORBOLTS W/ LEVELLING NUTS &WASHERS. EMBED 20" INTO

WALL


EXTERIOR

INTERIOR

PLAN VIEW

INTERIOR

EXTERIOREXTERIOR

INTERIOR

EXTERIOR

INTERIOR

SIDE VIEW

EXTERIOR

INTERIOR

PLAN VIEW

SECTION


E1

INTERIOR

EXTERIOR


B2

EXTERIOR

INTERIOR

SECTION

PLAN VIEW


D2

SECTION

PLAN VIEW

EXTERIOR

INTERIOR


E

SECTION

INTERIOR

EXTERIOR

PLAN VIEW

1111

1

PLAN VIEW

SECTION

INTERIOR

EXTERIOR

1

11

111 11

1 1

04-DEC-131 DETAILS REVISED FOR A. BOLTS, DUPLICATEDETAIL B2 DELETED

17-DEC-132 DETAIL D3, C4, F1, F2 ADDED; DETAIL REVISED

22

2

2

2


F12



SIDE VIEW

PLAN VIEW

INTERIOR

EXTERIOR

EXTERIOR

INTERIOR

2

SIDE VIEW


F22

ELEVATOR SHAFT

PLAN VIEW

3 3/4"2 1/2"

3 3/4"

6"4"7 5/8"

6"

4"

7 5/8"

3 7/8"7"

10 5/8"

6 3/4"

2 1/2"

4 3/4"

3 7/8"

7"

10 5/8"

6 3/4"

4 3/4"

1 1/2"

1 1/2"

10"

6" 4"

7"1 1/2"

7"1 1/2"

4"

10"

1'-5"

7"

9"

9"

7"

1 1/2"

1 1/2"

9"9"

9"

6" 4" 9 5/8"

9"

6"

4"

9 5/8"

3 1/8"6 7/8"8 1/8"

3'-0 1/8"

4"

6"

6 1/2"

10 5/8"

6 1/2"

4 1/8"

1 1/2"1 1/2" 4 1/8"

6 1/2"

10 5/8"

6 1/2" 4 1/8"

4 1/8"

1'-1 5/8" 6"

1'-3 7/8"

6"

10 5/8"

7"

6 5/8"

9"

1 1/2"1 1/2" 6 1/2"

9"9"

6 1/2"

10 5/8"

6 5/8"

4"

6"

6"

1 1/2"

1 1/2"

4 1/8"

6"

6"

4 1/8"

6 5/8"4"6"

6"

4"6"

10"

4"6"

10"

4"6"

10"

4"6"

10"

1'-5"

10"

4"6"

10"

4"6"

10"

6 1/8" 4" 6"

5 1/2"

1 1/2"1 1/2"

5 1/2"

5 1/2"

1 1/2" 1 1/2"2 1/2"

5 1/2" 5 1/2"

2 1/2"

6 1/8"

4"

6"

5 1/2"

3 1/8"2 1/2"

6" 6"

4"

7 5/8"

4"

6"

7"

7 5/8"4"6"

7"

7" 7"

1 1/2"

1 1/2"

4 1/8"

7"

7"

4 1/8"

1'-5"

10"

4"

1'-5"

10"

4"

8 1/8"

4"

6"

7 1/2"

8 1/8"4"6"

7 1/2"

7 1/2" 7 1/2"

1 1/2"

1 1/2"

5 1/2"

7 1/2"

7 1/2"

5 1/2"

1'-5"

4"

10"

8 5/8" 4" 6"

8"

8 5/8"

4"

6"

8"

5" 5"8" 8"

1 1/2"

1 1/2"

6"

8"

8"

6"

1 1/2"1 1/2" 5 1/2"

6 1/2"

10 5/8"

7" 4 1/8"

5 1/2"

2 1/2"

3 1/8"

6 1/2"

10 5/8"

7"

4 1/8"

7 5/8"

4"

6"

7 5/8" 4" 6"

1 1/2"

1 1/2"

4 1/8"

6 1/2"

10 5/8"

6"

4 1/8"

4 1/8"

2 1/2"

6 1/2"

10 5/8"

6" 4 1/8"

6 5/8"

4"

6"

6 5/8" 4" 6"

8 5/8"

4"

6"

3 1/2"

7 1/2"

10 5/8"

7 3/8"

3 1/8"

1 1/2"1 1/2" 5 3/4"

7 1/2"

10 5/8"

8" 3 1/8"

5 3/4"

6"

7"

6 5/8"

4"

6"

6"

6 5/8" 4" 6"

6"

2 1/2"2 1/2"

6"

6"

1 1/2" 1 1/2"4 1/8"

6" 6"

4 1/8"

1 1/2" 1 1/2"

8"

8 1/4"3 1/8"

4"6"

10"

8 5/8"

4"

6"

1'-4"

1 1/2"

1 1/2"

6 1/4"

6 1/4"

4"6"

10"

6 5/8"

4"

6"

6 5/8"5 7/8"4 1/8"

2 1/2" 2 1/2"

6 1/2"

10 5/8"

7 3/8"

4 1/8"

1 1/2"

1 1/2"

4 1/8"

6 1/2"

10 5/8"

6"4 1/8"

4 1/8"

6"

7"

4"6"

10"

1 1/2"

1 1/2"

3 3/4"

5 5/8"

10 5/8"

5 1/2"

5"

3 3/4"

3 1/4"

5 5/8"

10 5/8"

5 1/2" 5"

6 1/8" 4" 6"

6 1/8"

4"

6"

4"6"

10"

1'-0"

2 1/2"2 1/2"

1 1/2" 1 1/2"4 1/8"

6"

6 1/2"

4 1/8"

4 1/8"

5 5/8"5 5/8"

6" 6"

6 5/8"

4"

6"

2 1/2"2 1/2"

6 1/2"

6 1/2"

1 1/2"

1 1/2"

3 1/8"

3 1/8"

3 1/8"2 1/2"

3 1/8"2"2"3 1/4"

4"6"

10"

1 1/2"

5 5/8"

10 5/8"

6" 5"

3 3/4"3 3/4""1 1/2"

2 3/4"

2 3/4"

2 1/2"

5 5/8"

10 5/8"

5 1/2"

5"

2 1/2"

6 5/8" 4" 6"

6 5/8"

4"

6"

6 1/4"6 1/4"

3 1/8"

3 1/8"

3 1/8" 3 1/8"3 3/4"

3 1/2"3 3/4"

2 1/2"

2 1/2"

3 1/8"

3 1/8"

2 1/2" 2 1/2" 3 1/8"2 1/2"

3 1/8"2 1/2"

3 1/8"2 1/2"

4 1/2"2 1/2"

4 1/2"2 1/2"

2 1/2"

3 1/8"

7 3/4"7 3/4"

8" 8"

1'-5"

10"

4"

3'-0 1/8"

4"6"

6 1/2"

10 5/8"

6 1/2"4 1/8"

1 1/2"

1 1/2"

4 1/8"

6 1/2"

10 5/8"

6 1/2"

4 1/8"

4 1/8"

1'-1 5/8"

6"

1'-3 7/8" 6"

10 5/8"

4" 9 5/8"

9"

1 1/2"

1 1/2"

6 1/2"

9"

9"

6 1/2"

10 5/8"

2 1/2" 2 1/2"

6 1/2" 6 1/2"1 1/2" 1 1/2"

3 1/8"3 1/8"

9"

9"

10"

4"

4"

1 1/2" 1 1/2"4"

6" 6"

4"

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

1 1/2"4 1/8"1 1/2" 4 1/8"3"

3"

2 1/2"

6"

6"

2 1/2"

2 1/2"2 1/2"

6"

7 1/8"

3 1/8"

3 1/8"

4 1/8"2 7/8"

8"

4 1/8" 5 7/8"

2"

10 1/2" x 3/8" x 0'-10 1/2"W 10 x 33

75.89 19.37307.16

46.05

DATEMARK REVISION



CLIENT:

DRAWING:PROJECT:

3 5 6 2



SHEET NO.

S2

8 Warrington Place

ISSUED : 22-OCT-13




GROUND FLOOR PLAN(SECOND FLOOR FLOOR FRAMING)1/8" = 1'-0"

C11

5

C11

7

C11

6

C12

1

C12

0

C11

6

C11

7

C11

9

C11

6

C11

7

C12

4

C11

6

C11

7

C10

2

C12

3

C12

2

C10

0

C13

4

C10

1

C110

C109

C105

C11

5

C11

5

C10

5

C10

7

C12

5

C13

3

C11

4

C11

4

C12

1

C12

0

C11

9

C11

6

C11

6

C11

7

C11

7

C11

7

C11

6

C11

6

C11

7

C10

2

C12

4

C10

1

C10

0

C13

4C12

3

C12

2

GENERAL NOTES:

2) REFER TO DRAWING S4 FOR LINTEL SCHEDULE.









NOTE:3" CLEAR COVER AT BASE OF ANCHOR BOLTS.

COLUMN SCHEDULESIZE BASE PLATEMARK

C100

ANCHOR BOLTS

W 10 x 49

14 1/2" x 7/8" x 1'-2 1/2"

4- 3/4"DIA. x 24" LG

SPAN

10" THICK PRECAST CONCRETE FLOOR SLABS

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

B119

B119 B118

B118 B117

C10

4

C10

6

C11

2

C10

4

C10

8

B110

B123

B124

B125 B122

B124

B125

B125

B124

B125

B125B121

B124

B125B120

B109

B105

B102

B137

B117 B116

B116

C131

B108

B108

SPAN

C13

1

C13

2

B107

B105

B102

B111

B125

B124

B125

B122 B121 B125

B124

B125

B120

B125

B124

B125

B124

B123

B128

B129

B127

B104

B130

B100

B131

B128

B129

B127

B104

B130

B100

B131

B138

B103

C103

C10

3

B103

B132

B132

B101

B112

B113

B114

B115

B106

11'-6 1/4"

8'-2 1/2"

3'-6"

4'-0 1/2"

20'-6 5/8"

2'-2 5/8"

5'-9"

2'-2 5/8"

20'-6 5/8"

4'-0 1/2"

3'-6"

8'-2 1/2"

20'-6" 11'-6 1/4" 20'-6" 11'-3 1/4" 21'-6 3/4" 6'-6"14'-8 1/8"11'-6 1/4"26'-8"11'-2 1/2"16'-10 1/4"

11'-6 1/4" 20'-6" 11'-6 1/4" 20'-6" 11'-3 1/4" 21'-6 3/4"20'-6"11'-6 1/4"20'-10 1/8"11'-2 1/2"16'-10 1/4" 6'-6"

2'-2 1/2"

3'-6"

12'-0 1/2"

12'-6 5/8"

2'-2 5/8"

5'-9"

2'-2 5/8"

12'-6 5/8"

12'-0 1/2"

3'-6"

6'-0"

6'-9 7/8"

20'-8 1/2" 5'-8 7/8"


HANGER

HANGER

HANGER

HANGER

10'-11"

3'-10 1/2"

5'-6 1/2"

4'-0"

10'-11" 5'-8 7/8"3'-10 1/2"

4'-0"

STAIR 'B'

STAIR 'A'

ELEVATOR

ABCDEFGHJKLN

1

2

3

4

5

6

7

8

9

10

12

ABCDEFGHJaKaLN

1

5

6

7

8

12

2

1111

10

3

Kb

0x

12" COLD FORMED ROOF JOISTS @ 16"OC.BAILEY METAL PRODUCTS 1200S200-68

NEW COLD FORMED BEAM:2x 1200S200-68 & 1x 1200T200-68

SINGLE ROW BLOCKING:800S162-54

SINGLE ROW BRIDGING:2" x 16ga. FLAT STRAP

1 1/2" = 1'-0"

SB

COLD FORMED ROOF JOISTS:1200S200-68 @ 16"OC.

COLD FORMED BLOCKING:1000S162-54

COLD FORMED CLIP ANGLE:DIETRICH S549 x 16ga.

SCREWS: 8 MINIMUM#10-16 x 3/4"LONG

16" OC.

COLD FORMED ROOF JOISTS:1200S200-68 @ 16"OC.

COLD FORMED CLIP ANGLE:DIETRICH S541 x 16ga.

COLD FORMED BEAM:2x 1200S200-68 &1x 800T200-68

1 1/2" = 1'-0"

SA

SCREWS: 12 MINIMUM#10-16 x 3/4"LONG

1'-2 1/2"

15'-0 3/8"

M

M

4x

9x

1x

11x

B101

B131

B131C12

8

B134

B133

C13

6

B135

B141 BALCONY

SLAB

B143

C12

9

C12

7

C13

5

C133

C12

6

C12

6

C12

7

C12

9

C13

5

C136

B142

B134

B133

B135

B141

B142 B143

2'-2 1/2"

6'-0"

GARBAGE ROOM


M (ft-k)

B100

W8 x 21

105.05

V (k) P (k)

30.61


6.61

B101

B102

B103

B104

B105

B106

B107

B108

B109

B110

B111

B112

B113

B114

COLD FORMED BEAM:2x 1200S200-68 &1x 1200T200-68

1x #10-16 x 1/2" SCREWS@ 24"OC.

4x #10-16 x 1/2" SCREWS@ 24"OC.

1 1/2" = 1'-0"

SC

W18 x 50

W12 x 65

W6 x 15

W21 x 73

W6 x 15

W24 x 68

W12 x 40

B115

B116

B117

B118

B119

B120

W6 x 15

W24 x 84

W24 x 84

W24 x 76

W8 x 31

W8 x 31

W6 x 15

W8 x 31

HOLE

B121

B122

B123

W14 x 43

B124

B125

B126

B127

B128

B129

B130

W8 x 24

W6 x 15

QTY

2

2

2

2

2

2

1

1

3

1

1

1

1

1

1

2

2

2

2

2

2

2

2

2

8

15

2

2

2

2

2

C13

0

C13

0

38.18 1.42

171.61 10.66

3.21 3.04

36.18 2.85

161.36 5.46

3.21 3.03

161.75 10.3271.04

15.66

51.37

2.23

12.36

51.02

2.23

3.21 3.04

322.00 27.63

319.81 27.26

292.44 1.01

32.31 1.13

45.97 0.00

2.23

76.85

69.67

69.97

7.37

10.30

10.92 0.77

28.01 0.00

3.98

13.65

11.33 0.29

10.62 0.18

10.62 0.18

12.59 1.87

35.91 4.19

31.87 3.92

4.04

4.25

4.21

4.47

12.60

12.12

31.83 3.92

36.28 4.24

12.12

12.65

4.50 0.00

0.72 0.00

38.72 2.95

22.70 1.54

13.56 1.42

4.34 0.00

2.14 0.00

1.64

0.82

9.25

7.83

3.44

1.10

1.32

C101 W 12 x 65

C102

C103

W 10 x 39

W 12 x 65

C104 W 10 x 60

C128

C105

C106

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

12 1/2" x 3/4" x 1'-0 1/2"

C107

C108

C109

C110

W 10 x 60

W 10 x 77

W 10 x 60

C111

C112

C113 W 10 x 60

W 6 x 15

W 10 x 33

C114

C115

W 10 x 33

W 6 x 15

W 10 x 33

C116

C117

C118

C119

C120

C121

C122

C123

C124

C125

W 10 x 60

W 10 x 60

W 10 x 33

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

Kc

2 5/8"


-2"



S15

6 3/4" 6 3/4"

BEAM DETAILN.T.S.

S2

BEAM DETAILN.T.S.

S4

8"

BEAM DETAILN.T.S.

S5

4"

4" 4"

BEAM DETAILN.T.S.

S6

8" 4"

BEAM DETAILN.T.S.

S7

BEAM DETAILN.T.S.

S8

ADJUSTABLE METALANCHORS WELDED TOBEAM WEB. BLOK-LOKADJUSTABLE FLEX-O-LOKANCHOR TYPE A W/ FLEX-O-LOK TIE BLT9. SPACE AT16"OC.

-2"

-2"

-2"

-2"

-2"

-8"

-2"

-2"

-2"

-2"

-2"

-2" -2" -2" -2"

-2"

-2"

-2"

-2" -2"

-2" -2" -2" -2"

-2"

-2"

-2"

-2"

-2"

-2"

-2"

-2"

-2"

-2"

-2"

-2"

-2"

-8"

-8" -8"-2"

-2" -8"

-2" -2" -2" -2"

-8"-2"

-2"

-8"

-2"

-2"

-8"

UP

DN

UP

DN

L1

L2 L2 L2 L2 L2

L2 L2

L1

L2

L1

L2

L2L2

L2L2L2L2L2L2L2L2

L2

L2

L2

L2

L2

L3

L1

L3

L3 L3 L3

L4

L4

L3L3L3L3

L5

L6

L7

L8

L9

L5 L10

L5

L9

W14 x 43

W14 x 43

W14 x 43

W14 x 34

W14 x 43

W14 x 43

W14 x 43

W6 x 15

W6 x 15

W14 x 34

W14 x 34

W8 x 24

B131 W10 x 33 4 44.80 0.29

C11

3

-2"

B108

B126

B126

B132 W18 x 50 2

C11

1

C11

8

C11

8

B125

B125

W 10 x 33

W 10 x 33

W 10 x 33

W 10 x 77

W 10 x 77

W 10 x 77

W 10 x 77

W 10 x 77

W 10 x 77

17" x 1 1/4" x 1'-5"

15" x 1" x 1'-3"

15" x 1" x 1'-3"

14" x 7/8" x 1'-2"

11 1/4" x 1/2" x 0'-11 1/4"

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

11 1/4" x 1/2" x 0'-11 1/4"

11 1/4" x 1/2" x 0'-11 1/4"

11 1/4" x 1/2" x 0'-11 1/4"

11 1/4" x 1/2" x 0'-11 1/4"

11 1/4" x 1/2" x 0'-11 1/4"

8" x 3/8" x 0'-8"

-10" -10" -10"

-10" -10" -10" -10"

-10" -10" -10"-10"

-10"

-10" -10" -10" -10"

-2"

-2"

4"


S1

7" 7"

4" 6"

4"

8"

B133

B134

C126 W 10 x 49

C127 W 10 x 49

W 10 x 49C128

15 1/2" x 1 1/4" x 1'-3 1/2"

12 1/2" x 3/4" x 1'-0 1/2"

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

B136

B136

C129

C130 W 8 x 31 11 1/4" x 3/8" x 0'-11 1/4"

W12 x 40 2

W12 x 40 2

6.01

1.40

B135

B136

2

2

W10 x 39

W6 x 15

24.83 0.24

C131 W 10 x 60 11 1/4" x 3/8" x 0'-11 1/4"

C132 W 10 x 33 11" x 3/8" x 0'-11" 4- 3/4"DIA. x 24" LG

B137 W24 x 84 1

75.93 19.08312.15B138 W24 x 84 1

C133 W 10 x 60 16" x 1 1/4" x 1'-4"

ADJUSTABLE METALANCHORS WELDED TOBEAM WEB. BLOK-LOK

ADJUSTABLE FLEX-O-LOKANCHOR TYPE A W/ FLEX-O-LOK TIE BLT9. SPACE AT

16"OC. (B138 ONLY)

20-NOV-131 COLUMNS ADDED, SIZES CHANGED, BEAMSADDED, NOTES ADDED

C134

C135

C136

W 6 x 15

W 10 x 33

W 10 x 33

8" x 1/2" x 0'-8" 4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG11 1/4" x 1/2" x 0'-11 1/4"

4- 3/4"DIA. x 24" LG11 1/4" x 1/2" x 0'-11 1/4"

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

4- 3/4"DIA. x 24" LG

1

1

1

1

1

1

1

1

B139

B140

B141

B142

B143

W6 x 15

W6 x 15

W6 x 15

W6 x 15

W6 x 15

6

2

2

2

2

11.46 4.62 0.46

7.60 4.25 0.48 1

1

1

1

B115

B139

111 1/4" x 1/2" x 0'-11 1/4"

B139 B139 B140

B139 B139 B139 B140

HOLE

TENSION BRACINGBETWEEN COLUMNS:2" x 5/16" FLAT BAR









TENSION BRACINGBETWEEN COLUMNS:

2" x 5/16" FLAT BAR

1 1 1 1 1

1111

1

17-DEC-132 COLUMN CHANGED; BASE PLATE CHANGED;COLUMN ID CHANGED; DETAIL CHANGED;DETAIL S3 ADDED; NOTES ADDED

2

2

2

2

2

2

2

2

28" x 3/8" x 0'-8"

2

2

2

2

2

2

2

2

2

2


S3

8" 8"



16"OC. (B131 ONLY)

2

2

2

2

2

L5

3

06-FEB-143 LINTEL ADDED; NOTE ADDED; FLOORLOADING ADJUSTED

3

3

3

UNFACTORED:

100.00 psfLL=

STAIR LOADS

UNFACTORED:

228.00 psfTL=


LL=DL= = =

SECOND FLOOR LOADS


UNITS:

UNFACTORED:

168.00 psfTL=


LL=DL= = =

3

CONNECTION DETAIL -BLOCKING TO JOIST

CONNECTION DETAIL -ROOF JOIST TO BEAM

BEAM DETAIL

TOP ORBOTTOMPLATE

SEE DETAIL S15

W8 x 24

1/2" x 1'-1 1/2" PLATE

HSS 3" x 2" x 0.188"

1/4

1/4

W12 x 40 or W12 x 65

HSS 4" x 3" x 0.188"

1/2" PLATE

1/41/4

W18 x 50 or W21 x 73or W24 x 68 or W24 x 76or W24 x 84

1/2" PLATE


CLIP CORNER

1/4

1/4

W10 x 39

1/2" PLATE

1/4

W14 x 34 or W14 x 43or W 24 x 84

1/2" PLATE


CLIP CORNER

1/4

1/4


CLIP CORNER

1/4

W8 x 21 or W10 x 33

SEE DETAIL S2

SEE DETAIL S2

SEE DETAIL S8

SEE DETAIL S3

SEE DETAIL S4

SEE DETAIL S4

SEE DETAIL S4

SEE DETAIL S4

SEE DETAIL S4

SEE DETAIL S4

SEE DETAIL S4

SEE DETAIL S6

SEE DETAIL S6

SEE DETAIL S6

SEE DETAIL S6

W6 x 15

1/2" x 1'-2" PLATE

1/4

SEE DETAIL S1

SEE DETAIL S1

SEE DETAIL S1

SEE DETAIL S1

SEE DETAIL S1

W14 x 43

1/2" PLATE

1/2" PLATE

1/4

SEE DETAIL S7

SEE DETAIL S7

SEE DETAIL S7

SEE DETAIL S7

SEE DETAIL S2

SEE DETAIL S2

SEE DETAIL S5

SEE DETAIL S4

SEE DETAIL S6

W10 x 33

1/2" x 1'-1 3/4" PLATE

HSS 3" x 2" x 0.188"

1/4

1/4

HSS 4" x 3"x 0.188"

1/4

8" CONCRETE BLOCK WALL.R/F WITH 120-EH TRUSS-MESHEVERY HORIZONTAL COURSEAND 15M VERT. BARS @ 16"OC.

6" CONCRETE BLOCK.R/F WITH 120-EH TRUSS-MESHEVERY HORIZONTAL COURSEAND 15M VERT. BARS @ 16"OC.



6" CONCRETE BLOCK.R/F WITH 120-EH TRUSS-MESHEVERY HORIZONTAL COURSE

AND 15M VERT. BARS @ 16"OC.

USE 170-2X-EH TRUSS EYE-WIRE EVERYFOURTH HORIZONTAL COURSE ATEXTERIOR WALL ONLY


USE 170-2X-EH TRUSS EYE-WIRE EVERYFOURTH HORIZONTAL COURSE AT

EXTERIOR WALL ONLY

BEAM SCHEDULE

DATEMARK REVISION



CLIENT:

DRAWING:PROJECT:

3 5 6 2



SHEET NO.

S3

8 Warrington Place

ISSUED : 22-OCT-13




SECOND FLOOR PLAN(THIRD FLOOR FLOOR FRAMING)1/8" = 1'-0"

4'-2 1/2"

SPAN

10"

TH

ICK

PR

EC

AS

T C

ON

CR

ET

E F

LO

OR

SLA

BS

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

BALCONYSLAB

B219

B218

B218 B217

B210

B224

B225 B222

B224

B225

B225

B224

B225

B225B221

B224

B225B220

B209

B205

B202

B217 B216

B216

B208

B208

SPA

N

B207

B205

B202

B211

B225

B224

B225

B222 B221

B225

B224

B225

B220

B225

B224

B225

B224

B223

B228

B229

B226

B204

B230

B200

B231 + MASONRY ANCHORS

B228

B229

B226

B204

B230

B200

B231 + MASONRY ANCHORS

B203

B232

B232

B201

B206


STAIR 'B'

B237

B238

B203

4'-2 1

/2"

STAIR 'A'

ELE

VATO

RB231

B231

B234

B233

B235

B241 BALCONY

SLAB

B243B242

B234

B233

B235

B241

B242 B243

B201

B200 W12 x 35


B201

B202

B203

B204

B205

B206

B207

B208

B209

B210

B211

W8 x 21

W14 x 48

W6 x 15

W12 x 40

W21 x 68

W6 x 15

W21 x 68

B223

B216

B217

B218

B219

B220

W6 x 15

W24 x 84

W24 x 76

W24 x 76

B219

B221

B222

B223

W14 x 43

W14 x 34

W14 x 34

W14 x 43

W14 x 34

B224

B225

B226

B227

B228

B229

B230

W14 x 34

W14 x 34

W8 x 24

W8 x 24

W6 x 15

SIZE LOADINGMARK

M (ft-k)

94.16

V (k) P (k)

28.76 0.09

QTY

2

2

2

2

2

2

1

1

3

1

1

1

2

2

37.86 1.31

140.83 10.77

3.21 2.80

35.49 2.63

132.37 4.89

15.53

48.01

2.23

12.13

47.77

3.21 2.79

132.23 11.66

2.23

68.25

3.21 2.80

300.93 14.32

215.05 13.97

253.78 17.58

2.23

74.20

61.17

61.17

11.33 0.29

10.62 0.18

10.62 0.18

11.54 0.20

32.30 1.45

30.58 0.97

30.56 0.97

32.63 1.47

4.00

4.08

4.08

4.23

11.74

11.44

11.44

11.80

17.57 0.78

13.13 1.07

13.56 1.31

4.34 0.00

2.14 0.00

8.30

5.67

3.44

1.10

1.32

COLUMN SCHEDULESIZEMARK

C200

C201

C202

C203

11'-6 1/4"

8'-2 1

/2"

3'-6"

4'-0 1

/2"

20'-6 5

/8"

2'-2 5

/8"

5'-9"

2'-2 5

/8"

20'-6 5

/8"

4'-0 1

/2"

3'-6"

8'-2 1

/2"

20'-6" 11'-6 1/4" 20'-6" 11'-3 1/4" 21'-6 3/4" 6'-6"14'-8 1/8"11'-6 1/4"26'-8"11'-2 1/2"16'-10 1/4"

11'-6 1/4" 20'-6" 11'-6 1/4" 20'-6" 11'-3 1/4" 21'-6 3/4"20'-6"11'-6 1/4"20'-10 1/8"11'-2 1/2"16'-10 1/4" 6'-6"

2'-2 1

/2"

3'-6"

12'-0 1

/2"

12'-6 5

/8"

2'-2 5

/8"

5'-9"

2'-2 5

/8"

12'-6 5

/8"

12'-0 1

/2"

3'-6"

6'-0"

ABCDEFGHJKLN

1

2

3

4

5

6

7

8

9

10

12

ABCDEFGHJaKaLN

1

5

6

7

8

12

2

1111

10

3

M

M

4x

9x

1x

11x

2'-2 1

/2"

6'-0"

C21

5

C21

7

C21

6

C22

1

C22

0

C21

6

C21

7

C21

9

C21

6

C21

7

C22

4

C21

6

C21

7

C20

2

C22

3

C22

2

C20

0

C23

2

C20

1

C210

C209

C205

C21

5

C21

5

C20

5

C20

7

C22

5

C23

1

C22

1

C22

0

C21

9

C21

6

C21

6

C21

7

C21

7

C21

7C

216

C21

6

C21

7

C20

2

C22

4

C20

1

C20

0

C23

2C

223

C22

2

C20

4

C20

6

C21

2

C20

4

C20

8

C23

5

C23

5

C21

5

C203

C20

3

C22

8

C23

4

C22

9

C22

7

C23

3

C231

C22

6

C22

6

C22

7

C22

9

C23

3

C234

C23

0

C23

0

C22

8

W 10 x 49

W 12 x 65

W 10 x 39

W 12 x 65

W 10 x 60

W 10 x 60

W 10 x 77

W 10 x 60

W 10 x 60

W 10 x 33

W 10 x 33

W 10 x 33

W 10 x 60

C204

C206

C207

C208

C210

C212

C213

C215

C217

C218

C216

C211

C209

W 10 x 60C205

C219

HOLE

HO

LE

TOP ORBOTTOMPLATE

SEE DETAIL S2

BEAM DETAILN.T.S.

S5

W10 x 33

1/2" PLATE

1/44"

GENERAL NOTES:

2) REFER TO DRAWING S4 FOR LINTEL SCHEDULE.











DN

UP

DN

UP

L1

L2 L2 L2 L2 L2

L2 L2

L1

L2

L1

L2

L2L2

L2L2L2L2L2L2L2L2

L2

L2

L2

L2

L2

L2

L3

L1

L3

L3 L3 L3

L4

L4

L3L3L3L3

L11

L11

L8

L9

L11 L2

L3

L9

8

15

4.50 0.00

0.72 0.00

1.64

0.82

W6 x 15

W6 x 15

W14 x 43

W14 x 43

W14 x 43

B231 W10 x 33 40.21 1.17

B227

B227

B208

B232 W14 x 48

C21

1

C21

3

C21

8

C21

8

B225

B225

C220

C221

C222

C223

C224

C225 W 10 x 33

W 6 x 15

W 10 x 33

W 10 x 33

W 10 x 33

W 10 x 77

W 10 x 77

W 10 x 77

W 10 x 77

W 10 x 77

W 10 x 77


S15

W8 x 24

1/2" x 1'-1 1/2" PLATE

HSS 3" x 2" x 0.188"

1/4

6 3/4" 6 3/4"

1/4

BEAM DETAILN.T.S.

S2

W12 x 35 or W12 x 40

HSS 4" x 3" x 0.188"

1/2" PLATE

1/41/4

BEAM DETAILN.T.S.

S4

W14 x 48 or W21 x 68or W24 x 76 or W24 x 84

1/2" PLATE


8"

CLIP CORNER

1/4

1/4

4" 4"

BEAM DETAILN.T.S.

S6

W14 x 34 or W14 x 43or W24 x 76

1/2" PLATE


8"

CLIP CORNER

1/4

1/4

4"

BEAM DETAILN.T.S.

S7


CLIP CORNER

1/4

BEAM DETAILN.T.S.

S8

ADJUSTABLE METALANCHORS WELDED TOBEAM WEB. BLOK-LOKADJUSTABLE FLEX-O-LOKANCHOR TYPE A W/ FLEX-O-LOK TIE BLT9. SPACE AT16"OC.

W8 x 21 or W8 x 31 or W10 x 33

4"


S1

W6 x 15

1/2" x 1'-2" PLATE

1/4

7" 7"

W14 x 43

4" 6"

4"

8"

1/2" PLATE

1/2" PLATE

1/4

SEE DETAIL S2

SEE DETAIL S8

SEE DETAIL S1

SEE DETAIL S1

SEE DETAIL S1

SEE DETAIL S1

SEE DETAIL S1

SEE DETAIL S4

SEE DETAIL S4

SEE DETAIL S4

SEE DETAIL S4

SEE DETAIL S4

SEE DETAIL S4

SEE DETAIL S4

SEE DETAIL S3

SEE DETAIL S6

SEE DETAIL S6

SEE DETAIL S6

SEE DETAIL S6

SEE DETAIL S7

SEE DETAIL S7

SEE DETAIL S7

SEE DETAIL S7

SEE DETAIL S15

2

2

2

2

2

2

2

2

2

2

2

4

2

C226 W 10 x 49

C227 W 10 x 49

W 10 x 49C228

W 8 x 31C229

C230 W 8 x 31

B233

B234

W12 x 35

W12 x 35

2

2

66.81 0.66

40.02 0.03

SEE DETAIL S2

SEE DETAIL S2

B236

B236

B235

B236

W10 x 33 2

2W6 x 15

20.85 0.65 SEE DETAIL S5

B237 W24 x 76 1 258.64 144.952.19 SEE DETAIL S4

B238 W24 x 76 1 254.74 1.0151.90 SEE DETAIL S6

C231 W 10 x 60



16"OC. (B238 ONLY)

-1.5

"-1

.5"

20-NOV-131 COLUMNS ADDED, SIZES CHANGED, BEAMSADDED, NOTES ADDED

C232

C233

C234

W 6 x 15

W 10 x 33

W 10 x 33

1

1

1

1

1

B239

B240

B241

B242

B243

W6 x 15

W6 x 15

W6 x 15

W6 x 15

W6 x 15

6

2

2

2

2

9.98 4.51 0.09

7.37 4.29 0.16

1

1

1

1

1

B215

B215

B239 B239 B239 B240

B239 B239 B239 B240

1

B215 W8 x 31 SEE DETAIL S82

HOLE









1 1 1 1

1111

C235 W 10 x 60

2

2

2

2

2

2

17-DEC-132 SIZES CHANGED; COLUMN ADDED; COLUMNID CHANGED; DETAIL CHANGED; DETAIL S3ADDED; NOTES ADDED


S3

W10 x 33

1/2" x 1'-1 3/4" PLATE

HSS 3" x 2" x 0.188"

1/4

8" 8"1/4

HSS 4" x 3"x 0.188"

1/4



16"OC. (B131 ONLY)

2


2

2


2



2


3


EXTERIOR WALL ONLY 3

06-FEB-143 NOTES ADDED; FLOOR LOADING ADJUSTED

UNFACTORED:

100.00 psfLL=

STAIR LOADS

UNFACTORED:

228.00 psfTL=


LL=DL= = =

THIRD FLOOR LOADS


UNITS:

UNFACTORED:

168.00 psfTL=


LL=DL= = =

COLUMNS ADDED, SIZES CHANGED, BEAMSADDED, NOTES ADDED

DATEMARK REVISION



CLIENT:

DRAWING:PROJECT:

3 5 6 2



SHEET NO.

S4

8 Warrington Place

ISSUED : 22-OCT-13




THIRD FLOOR PLAN(ROOF FRAMING)1/8" = 1'-0"

B319

B319 B318

B318 B317

B310

B323

B324

B325 B322

B324

B325

B325

B324

B325

B325B321

B324

B325B320

B309

B305

B302

B317 B316

B316

B308

B308

B307

B305

B302

B311

B325

B324

B325

B322 B321 B325

B324

B325

B320 B325

B324

B325

B324

B323

B328

B329

B326

B304

B330

B300

B331

B328

B329

B326

B304

B330

B300

B331

B303

B332

B332

B301

B306

STAIR 'B'

PEAK

VALLEY

VALLEY

VALL

EY

PEAK

PEAK

VALLEY

VALL

EY

PEAK

VALL

EY

VALLEY

PEAK

VALL

EY

VALLEY

VALLEY

PEAK

PEAK

PEAK

PEAK

VALLEY

VALLEY

B303

ELEVATOR

B334

B333

B335

B339

B341B340

B334

B333

B335

B339

B346 B341

B331

B331

B301

B338

B337

MUA1(1320lbs)

CONVENTIONAL ROOF & CEILINGFRAMING TO SUIT ROOF ACCESSDOOR AND ACCESS LADDER

AC2(305lbs)

AC2(305lbs)

B300 W12 x 26


B301

B302

B303

B304

B305

B306

B307

B308

B309

B310

B311

W6 x 15

W12 x 26

W6 x 15

W12 x 26

W12 x 26

W6 x 15

W12 x 26

B316

B317

B318

B319

B320

W6 x 15

W16 x 40

W14 x 34

W16 x 36

B321

B322

B323

W14 x 43

W14 x 30

W14 x 30

W14 x 43

B324

B325

B326

B327

B328

B329

B330

W14 x 30

W8 x 24

W6 x 15


M (ft-k)

55.90

V (k) P (k)

18.57 11.81

QTY

2

1

2

2

2

2

1

1

3

1

1

1

2

2

2

2

2

2

2

2

2

13.74 1.89

26.44 8.76

1.37 4.15

24.25 3.95

22.05 9.45

1.37 4.13

19.82 7.10

5.64

4.75

0.95

8.28

4.21

0.95

13.47

1.37 4.15

65.11 18.28

63.19 12.17

63.49 16.55

0.95

13.22

13.35

13.35

8.12 2.10

7.03 1.89

7.01 1.89

8.28 2.15

32.09 1.45

27.25 6.69

27.20 6.69

32.42 7.63

2.78

2.70

2.67

2.86

10.99

10.40

10.27

11.04

17.97 3.30

10.05 1.65

8.54 1.89

2.73 0.00

1.35 5.17

7.45

2.09

2.17

0.69

0.83

COLUMN SCHEDULESIZEMARK

C300

C301

C302

C303

AC2(250lbs)

AC2(250lbs)

11'-6 1/4"

8'-2 1/2"

3'-6"

4'-0 1/2"

20'-6 5/8"

2'-2 5/8"

5'-9"

2'-2 5/8"

20'-6 5/8"

4'-0 1/2"

3'-6"

8'-2 1/2"

20'-6" 11'-6 1/4" 20'-6" 11'-3 1/4" 21'-6 3/4" 6'-6"14'-8 1/8"11'-6 1/4"26'-8"11'-2 1/2"16'-10 1/4"

11'-6 1/4" 20'-6" 11'-6 1/4" 20'-6" 11'-3 1/4" 21'-6 3/4"20'-6"11'-6 1/4"20'-10 1/8"11'-2 1/2"16'-10 1/4" 6'-6"

2'-2 1/2"

3'-6"

12'-0 1/2"

12'-6 5/8"

2'-2 5/8"

5'-9"

2'-2 5/8"

12'-6 5/8"

12'-0 1/2"

3'-6"

6'-0"

ABCDEFGHJKLN

1

2

3

4

5

6

7

8

9

10

12

ABCDEFGHJaKaLN

1

5

6

7

8

12

2

1111

10

3

M

M

4x

9x

1x

11x

2'-2 1/2"

6'-0"

C31

5

C31

7

C31

6

C32

1

C32

0

C31

6

C31

7

C31

9

C31

6

C31

7

C32

4

C31

6

C31

7

C30

2

C32

3

C32

2

C30

0

C33

2

C30

1

C310

C309

C305

C31

5

C31

5

C30

5

C30

7

C32

5

C33

1

C32

1

C32

0

C31

9

C31

6

C31

6

C31

7

C31

7

C31

7

C31

6

C31

6

C31

7

C30

2

C32

4

C30

1

C30

0

C33

2C32

3

C32

2

C30

4

C30

6

C31

2

C30

4

C30

8

C33

5

C33

5

C31

5

C303

C30

3

C32

8

C33

4

C32

9

C32

7

C33

3

C331

C32

6

C32

6

C32

7

C32

9

C33

3

C334

C33

0

C33

0

C32

8

W 10 x 49

W 12 x 65

W 10 x 39

W 10 x 39

W 10 x 39

W 10 x 77

W 10 x 60

W 10 x 33

W 10 x 33

W 10 x 39

W 10 x 39

C304

C305

C306

C307

C308

C309

C310

C311

C312

C313

C315

C316

W 10 x 60

W 12 x 65

C317

TOP ORBOTTOMPLATE

SEE DETAIL S11

BEAM DETAILN.T.S.

S10

W6 x 15 or W8 x 24or W10 x 33

2x8 WOOD NAILER

1/2"Ø BOLTS STAGGERED@ 48"OC. C/W WASHERS

BEAM DETAILN.T.S.

S11

W8 x 31 or 12 x 26 orW14 x 30 or W14 x 34or W14 x 43

2x8 WOOD NAILER


BEAM DETAILN.T.S.

S16

W24 x 68

2x10 WOOD NAILER


SEE DETAIL S10

SEE DETAIL S10

SEE DETAIL S11

SEE DETAIL S11

SEE DETAIL S11

SEE DETAIL S11

SEE DETAIL S12

SEE DETAIL S12

SEE DETAIL S11

SEE DETAIL S11

SEE DETAIL S11

SEE DETAIL S11

SEE DETAIL S11

SEE DETAIL S10

SEE DETAIL S10

SEE DETAIL S11

SEE DETAIL S11

SEE DETAIL S10

SEE DETAIL S10

SEE DETAIL S10

SEE DETAIL S11

SEE DETAIL S11

GENERAL NOTES:


2) REFER TO ARCHITECTURAL CROSS-SECTIONS, DETAILS AND ROOF PLAN FOR ADDITIONAL INFORMATION.


4) SHOP DRAWINGS FOR PRE-FABRICATED ROOF TRUSSES ARE REQUIRED TO BE SUBMITTED TO ENGINEER FOR REVIEW PRIOR TO FABRICATION.

ROOF LOADS - PEAKED

LL=DL= =

41.00 psf20.00 psf - roofing & insulation14.00 psf - roof trusses

TL= 75.00 psf

UNFACTORED:

ROOF LOADS - FLAT

LL=DL= =

133.00 psf 20.00 psf - roofing & insulation 14.00 psf - roof trusses

TL= 167.00 psf

UNFACTORED:



16"OC.. (B331 ONLY)



16"OC.. (B301 ONLY)

L1

L2 L2 L2 L2 L2

L2 L2

L1

L2

L1

L2

L2L2

L2L2L2L2L2L2L2L2

L2

L2

L2

L2

L2

L2

L3

L1

L3

L3 L3 L3

L4

L4

L3L3L3L3

L11

L11

L8

L9

L11 L2

L3

L9

6" MASONRYEACH END

LINTEL SCHEDULEROUGHOPENING

WALLBEARINGSTOP, BOTTOM OREND TREATMENT

SIZENO.REQ'D

LINTELID.

6'-6"12 L1 4" BRICK1L- 4" x 4" x 3/8"

76 5'-4"L2

29 6'-0"L3

6" MASONRYSEE ANGLELINTEL DETAIL

DIAGRAM

L4

L5

L6

L7

L8

L9

L10

1L- 4" x 4" x 3/8"

1L- 4" x 4" x 3/8"

1L- 4" x 4" x 3/8"

1L- 4" x 4" x 3/8"

1L- 4" x 4" x 3/8"

2L- 3 1/2" x 3 1/2" x 5/16"

1L- 4" x 4" x 3/8"

4" BRICK

4" BRICK

4" BRICK

4" BRICK

4" BRICK

8" BLOCK

4" BRICK

5'-0"

3'-4"

7'-4"

3'-4"

4'-9"

3'-4"

9'-10"

BTM. WELD HEELS @CENTER AND ENDS

BTM. WELD HEELS @24"OC. AND ENDS

BTM. WELD HEELS @CENTER AND ENDS



8" BLOCK2L- 3 1/2" x 3 1/2" x 5/16"

2L- 3 1/2" x 3 1/2" x 5/16" 8" BLOCK

6

4

1

1

3

6

1

L11 1L- 4" x 4" x 3/8" 4" BRICK 3'-0"6

NOTES:1) ALL EXTERIOR STEEL LINTELS MUST BE GALVANIZED.

6" MASONRYEACH END

6" MASONRYEACH END

6" MASONRYEACH END

6" MASONRYEACH END

6" MASONRYEACH END

6" MASONRYEACH END

6" MASONRYEACH END

PRE-FABRICATED WOODROOF TRUSSES @ 24"OC.

8

14

4.50 0.00

0.72 0.00

1.64

0.82

W6 x 15

W6 x 15

W14 x 34

W14 x 43

W14 x 43

W14 x 43

W14 x 30

W8 x 24

B331 W10 x 33 25.02 4.43

B327

B327

B308

B332 W12 x 26

C31

1

C31

3

C31

8

C31

8

B325

B325

C318

C319

C320

C321

C322

C323

C324

C325 W 10 x 33

W 6 x 15

W 10 x 33

W 10 x 33

W 10 x 33

W 10 x 33

W 10 x 77

W 10 x 77

W 10 x 77

W 10 x 77

W 10 x 77

W 10 x 77

SEE DETAIL S10

SEE DETAIL S10

SEE DETAIL S11

SEE DETAIL S11

SEE DETAIL S11

SEE DETAIL S11

2

2

2

2

4

2

C326 W 10 x 49

C327 W 10 x 49

W 10 x 49C328

W 8 x 31C329

C330 W 8 x 31

B333

B334

W12 x 26

W12 x 26

2

2

85.29 16.40

32.01 4.69

SEE DETAIL S11

SEE DETAIL S11

B336

B336

B335

B336

W10 x 33

W10 x 33

2

2

16.48 3.05

8.17 1.38

SEE DETAIL S10

B337 W24 x 68 1 SEE DETAIL S16164.92 20.8340.85

BEAM DETAILN.T.S.

S12

W16 x 36 or W16 x 40

2x8 WOOD NAILER


B338 W24 x 68 1 SEE DETAIL S16163.42 33.4440.73

C331 W 10 x 60



16"OC.. (B338 ONLY)

RECESSED AREA FORROOFTOP EQUIPMENT

PRE-FABRICATED WOODROOF TRUSSES ORCONVENTIONAL FRAMING@ 24"OC.


PRE-FABRICATED WOODROOF TRUSSES OR

CONVENTIONAL FRAMING@ 24"OC.






C332

C333

C334

W 6 x 15

W 10 x 33

W 10 x 33

1

1

1

1

1

1

1

1

1B315 W8 x 31 2 SEE DETAIL S11

B339

B340

B341

W6 x 15

W6 x 15

W6 x 15

2

2

2

SEE DETAIL S10 1

SEE DETAIL S10

SEE DETAIL S10

SEE DETAIL S10

B315

B315

20-NOV-131









1 1 1 1

1111

C335 W 10 x 60

17-DEC-132 SIZES CHANGED; COLUMN ADDED; COLUMNID CHANGED; NOTES ADDED

2

2

2

2

2

2


2

2


2



2

3

06-FEB-143 QTY CHANGED; NOTES ADDED; ROOFLOADING ADJUSTED

3


3


EXTERIOR WALL ONLY 3

3

3

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