Noah Anthony's Architectural Technology portfolio

Page 1


­

­ ­ ­ ­ ­­

­ ­

­

­ ­

­ ­

­ ­

­ ­ ­

­

­

­

­

­

­


­

­

­ ­

­ ­ ­


­ ­

­

­ ­ ­

­ ­ ­

­

­ ­ ­ ­


*5% 50

(/(&

+9$&

%' 50 Pð

¡

:$6+ 50 Pð

67$)) 50 Pð

%' 50 Pð

5(6,'(1&( Pð

0(5&(17,/( Pð )5=

%$7+ Pð

+:7

5()

.,7

: '

Pð 3,==$ 29(1

.,7 ',1,1* Pð

',1,1*

/,9,1* Pð

( 758

( 758

%$/&21<

­

­ ­


81,7 $ ,17

: '

PP 3/< :' 68% )/5

วฌ 7-, # 2 &

Pรฐ

/ /

5(6,/(17 &+$11(/

/ /

PP 7<3 ; *<3 %' วฌ 7-, # 2 &

)/5 7<3

PP 7<3 ; *<3 %'

/

.,7 ',1,1*

/ /

$

:

/(9(/

Pรฐ

.,7 ,6/$1'

%$7+

/

:

63) [ %70 3/

Pรฐ

/

5()

%' 50

/ /

758(

)/5 7<3

:

Pรฐ

%' 50

*08 723 )/$1*( 7*, -2,67 +$1*(5

Pรฐ

&$%,1(7 $ ) )

/ /

:

&08 : 3$57,$//< ),//(' &(//6

0$; PP $,5 63$&(

/,9,1*

:

:

63) [ :$// 678'6 # 2 &

:

:

+:7

PP ,17 *<3 %'

6$

5 # PP

'1

+9$&

81,7 % ,17

:' %/2&.,1*

63) [ 723 3/

:

PP ,17 *<3 %'

&08 : 62/,' ),//(' &(//6

63) [ :$// 678'6 # 2 &

81,7 $ /(9(/

0$; PP $,5 63$&(

/ /

&$%,1(7 $ ) )

Pรฐ

$

: [ [ 67/ 3/

รฒ ฮ 67/ 3267 : 67/ 3/

':

*

รฒ ฮ 67/ 3267 : 67/ 3/

รฒ ฮ 67/ 3267 : 67/ 3/

วฌ 7-, # 2 &

/,1 ( ( ;7 */8 :$ /$0 // $ %($ %29 0 ( 5 () (5 7 2 6 758 &78 5$/

Pรฐ

รฒ ฮ 67/ 3267 : 67/ 3/

Pรฐ

',1,1*

รฒ ฮ 67/ 3267 : 67/ 3/

67$)) 50

)/5 7<3

127( )/5 -2,67 %(/2: &(5$0,& 7,/(' $5($6 72 %( 63$&(' # 2 &

:

: [ [ 67/ 3/

: [ [ 67/ 3/

Pรฐ

(/(&

:

:

5()

)'

ยก

:

3529,'( ,167$// $// .,7&+(1 (48,3

)'

)'

/ /

)5=

:

Pรฐ

.,7

:

:$6+ 50

3,==$ 29(1

:

Pรฐ

*5% 50

:

:

'%/ -2,67

:

6$

'1

6729( +22' )$1 9(17(' 72 (;7

5 # PP

83

'%/ -2,67

/ /

ย ย

/ /

758(

ย ย


: 7 2 3

%5,&. 9(1((5

/HYHO

:

: 723 2) :,1

$'-867$%/( '(&. 3('$67$/ :' '(&. PP 5,*,' ,168/ PP 3/< :' 6+($7+,1*

PLO 32/< 9 % PP 3/< :' 6+($7+,1*

:5$3 $ % $5281' 3$5$3(7

/(9(/

:((3 +2/(6 # 2 &

ò ( 7,0%(5675$1' /6/ Ǭ 5,0 %'

:

:

:

PP 7<3 ; *<3 %'

Ǭ 7-, # 2 & PP 7<3 ; *<3 %' 5(6,/(17 &+$11(/ 63) [ 723 3/

:

),1 *5$'(

%5,&. 9(1((5

6,*1$*( 5()(5 72 0$18)$& ':*

%$77 ,168/

723 2) '5

$/80 3$5$3(7 )/$6+,1*

)*

63) [ %70 3/

)*

:' /289(5 [

)*

)*

723 2) '5

& 5 /$85(1&( :56 :(/'(' 3267 5$,/ 6<67(0 5% ) 5()(5 72 0$18)$& ':*

:' /289(5 [

%$/&21< +(,*+7

:' /289(5

%$/&21<

*/$66 +(,*+7

:

(,)6

,17

0257$5 &21752/ '(9

63) [ %70 3/

0(0% )/$6+,1* : '5,3 ('*( 0,1 83 6+($7+,1*

3285(' &21& )'1 :$//6 : 5,*,' ,168/ )7*

(;7

%$77 ,168/ : [ : 67/ 3/

:((3 +2/(6 # 2 &

:' %/2&.,1* PP ,17 *<3 %'

:

/9/ 8 6 2) )7*

/(9(/


­

­ ­ ­

­

­ ­ ­ ­

­ ­ ­ ­ ­ ­ ­ ­ ­ ­ ­



%

$\

&

'

)

(

:

PP ,17 *<3 %' PLO 32/< 6 67((/ 678'6 # 2 & 5 %$77 ,168/ PP ),%(5*/$66 )$&(' *<3 %' %8,/',1* :5$3 PP (,)6 6<67(0

81,7

:

UG )ORRU 6ODE

Pรฐ

)2<(5

%$7+ 50 Pรฐ

:

': 5()

: , &

[ :,1'2:

/2%%< .,7&+(1 ',1,1*

%(' 50

Pรฐ Pรฐ

Pรฐ

:

0$67(5 %(' Pรฐ

Pรฐ

Pรฐ Pรฐ

Pรฐ

/,9,1* 50

%(' 50

: '

D

PP ,17 *<3 %' PLO 32/< 6 67((/ 678'6 # 2 & 5 %$77 ,168/ PP ),%(5*/$66 )$&(' *<3 %' %8,/',1* :5$3 PP (36 & , 0PP '5$,1$*( 63$&( PP %5,&. 9(1((5

%$7+ 50 Pรฐ

Pรฐ

$PHQLWLHV )OU 6ODE

(168,7(

/,9,1* 50

: '

5() ':

ยก

PP &21& 6/$%

Pรฐ

PP ,17 *<3 %' PLO 32/< 6 67((/ 678'6 # 2 & 5 %$77 ,168/ PP ),%(5*/$66 )$&(' *<3 %' %8,/',1* :5$3 PP (36 & , 0PP '5$,1$*( 63$&( PP 75$9(57,1( 9(1((5

PP &21& 6/$% :

ย ย

$

)2<(5

.,7&+(1 ',1,1*

)25 7(55$&( /$1'6&$3,1* 5()(5 72 /$1'6&$3,1* '5$:,1*

Pรฐ

)'

Pรฐ

&255,'25

5() ':

Pรฐ

$&& :&

:

7(55$&(

Pรฐ

Pรฐ

)'

)2<(5

*$5% 50

P

1RW (QFORVHG

$&& :&

.,7&+(1 ',1,1*

: '

F

5 $

Pรฐ

%$7+ 50

) $

E

:

[ :,1'2:

Pรฐ

: , &

:

Pรฐ

5() ':

),5( ),*+7(5 (/(9

(/(& 50 672

) + &

5() ':

(168,7(

: '

Pรฐ

),71(66 &(17(5

/,9,1* 50

Pรฐ

Pรฐ

Pรฐ

%$7+ 50

3$57< 50 Pรฐ

0$67(5 %('

)2<(5

:

Pรฐ

.,7&+(1 ',1,1*

PP ,17 *<3 %' PLO 32/< 6 67((/ 678'6 # 2 & 5 %$77 ,168/ PP ),%(5*/$66 )$&(' *<3 %' %8,/',1* :5$3 PP (36 & , 0PP '5$,1$*( 63$&( PP %5,&. 9(1((5

Pรฐ

E

:

(168,7(

Pรฐ

: , &

Pรฐ

PP &21& 6/$%

:

:

:

/,9,1* 50

Pรฐ

E

E

0$67(5 %('

%(' 50

:

*URXQG )OU 6ODE

ย ย


­

­


­

­ ­ ­ ­ ­ ­

­ ­ ­ ­

­ ­ ­ ­ ­ ­

­ ­


­

­

­

­

­


­



­ ­ ­ ­ ­ ­


1 2 3 4 5 6 7 8 9 10 11

90 mm BRICK VENEER 25 mm DRAINAGE SPACE 50 mm EPS C.I. W/ TAPED EDGES AIR BARRIER BUILDING WRAP 13 mm FIBERGLASS FACED GYP. BD. 600S200-33 STEEL STUDS @ 406 O.C. R-20 BATT INSUL. 6 mil. POLY VAPOUR BARRIER 13 mm INT. GYP. BD. SPRAY FOAM INSUL. 1830 x 2500 mm WINDOW

(;7

,17

(:

0257$5 &21752/ '(9

6

7

8

9

0(0% )/$+,1* : '5,3 ('*( 0,1 83 6+($7+,1*

10

PP :' %/2&.,1*

67/ $1*/(

:((3 +2/(6 # 2 &

0$;

6($/$17

(;7

,17

$/80,&25 ;750

),// *$3 : 635$< )2$0 ,168/

%$&.(5 52' 6($/$17

:,1'2: 6+,0 7 67((/ 75$&.

PP ,17 *<3 %' '225 6+,0

),// *$3 : 635$< ,168/

PP *$/9 67/ = %$5

0(0% )/$6+,1*

6 67/ 678'6 # 2 &

*/$66 +(,*+7

$/32/,& $ & 0

5 %$77 ,168/ PLO 32/< 9 %

%/8(6.,1 93 6(/) $'+(5(' $ % .$:1((5 $$ 0 6/,',1* '5 5()(5 72 0$18)$& ':*

& 5 /$85(1&( :56 :(/'(' 3267 5$,/ 6<67(0 5% ) 5()(5 72 0$18)$& ':*

PP ,17 *<3 %' PP 52&.:22/ &20)257%2$5' 0,1(5$/ :22/ & ,

7 67((/ 75$&. PP 3285(' &21& 6/$% 5()(5 72 6758& ':*

PP '(16*/$66 6+($7+,1*

2

3

4

5

PP 3(5)25$7(' *$/9 67/ = %$5

)/

11 $/80 3$1 )/$6+,1* 6($/$17

PLAN DETAIL

1

%$&.(5 52' 6($/$17 $/80 )/$6+,1* 0,1 83 6+($7+,1*

6/23( 0,1

7 67((/ 75$&.

:((3 +2/(6 # 2 & 6 67((/ 678'6 # 2 &

PP '5$,1$*( 63$&(

5 %$77 ,168/ PLO 32/< 9 %

PP %5,&. 9(1((5

0,1

67((/ $1*/(

%$&.(5 52' 6($/$17

$5067521* '5<:$// )5$0,1* 6<6 5()(5 72 0$18)$& ':*

0$;

PP ,17 *<3 %'

$/80,&25 ;750

0(0% )/$+,1* : '5,3 ('*( 0,1 83 6+($7+,1*

:,1'2: 6+,0

$5067521* '5<:$// )5$0,1* 6<6 5()(5 72 0$18)$& ':*

67/ $1*/(

6($/$17

7 67((/ 75$&.

:((3 +2/(6 # 2 &

0257$5 &21752/ '(9

' '(7$,/ $66,*10(17

+ 6 6

0(0% )/$6+,1* : '5,3 ('*( 0,1 83 6+($7+,1* (:

:((3 +2/(6 # 2 &

PP ,17 *<3 %'

0257$5 &21752/ '(9,&(

:((3 +2/(6 # 2 &

0$;

),// *$3 : 635$< ,168/

),// *$3 : 635$< )2$0 ,168/

PP ,17 *<3 %' PP :' %/2&.,1* '225 6+,0 .$:1((5 $$ 0 5()(5 72 0$18)$& ':*

PLAN

SECTION

14 11

15

6

13

1 2

7

3

8

4

9

5

10 12 16

SECTION DETAIL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

­

/ ­

90 mm BRICK VENEER 25 mm DRAINAGE SPACE 50 mm EPS C.I. W/ TAPED EDGES AIR BARRIER BUILDING WRAP 13 mm FIBERGLASS FACED GYP. BD. 600T200-33 STEEL TRACK 600S200-33 STEEL STUDS @ 406 O.C. R-20 BATT INSUL. 6 mil. POLY VAPOUR BARRIER 13 mm INT. GYP. BD. SPRAY FOAM INSUL. 250 mm CONC. SLAB MEMB. FLASHING 1830 x 2500 mm WINDOW PRE-CAST CONC. SILL BAND BRICK SOLDIER BAND



3

75mm FACE BRICK ON BOTH SIDES OF WALL, 50mm AIR SPACE, 22 x 180 x 0.76 METAL TIES @ 400 mm O.C HORIZ, 600 mm VERT. 6 mil BUILDING WRAP, 12mm PLY. WD. SHEATHING, #2 SPF 38 x 140 STUDS @ 406 O.C.

17

Bx

17

WT3

5"x5" HSS

3322

2

WT3

3

SCALE 1:50

5

Bx

12

760 x 1915

760 x 1915

760 x 1915

6

760 x 1915

760 x 1915

WT6

6

5

7

760 x 1915

6

760 x 1915

WT6

760 x 1915

6

760 x 1915

WT6

760 x 1915

SCALE 1:50

4

3

9

2

155mm AL. FASCIA

WT5

2

155mm AL. FASCIA

760 x 1915

6

WT6

760 x 1915

LIGHT FIXTURE

760 x 1915

6

760 x 1915

760 x 1915

WT6

760 x 1915

6

760 x 1915

WT6

76 0 x 19 15

760 x 1915

6

1

760 x 1915

760 x 1915

TOP OF ROOF SHEATING 3660

WT6

NOAH BONSMA

WT10 16mm THIN BRICK VENEER W/ MORTAR ON ONE SIDE 13mm INT. DRYWALL ON BOTH SIDES #2 SPF 38x140 WALL STUDS @ 406 O.C 2 TOP PL. & 1 BTM PL. TO MATCH STUD WIDTH

SHIPPING & RECEIVING

8

Bx

5

5

CALL OUT PLAN 2

2 A6.1

2

FG

FG

FG

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

WT6

FG

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

760 x 1915

WT6 FG

TOP OF SECOND FLR.FIN. TOP OF WINDOW

FG

FG

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

WT6 FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

760 x 1915

WT6 FG

LIGHT FIXTURE

FG

FG

FG

FG

FG

FG

FG

FG

760 x 1915

760 x 1915

760 x 1915

760 x 1915

TOP OF THIRD FLOOR FINISH 3660

FG

1092

FG

1092

FG

1092

FG

1092

FG

1092

FG

1092

3660 2829 2095

FG

TOP OF THIRD FLR. FIN. TOP OF WINDOW

WT6 FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

LIGHT FIXTURE

FG

FG

TOP OF SECOND FLOOR FINISH

2700

5 FG 2020 x 2100

WT3

FG 3785 x 2100

FG 3785 x 2100

FG 3785 x 2100

WT3

4 WT3

WT3

WT3

TOP OF GROUND FLOOR SLAB

3200

TOP OF GRADE

3660

PRECAST CONC. ARCH & KEYSTONE

3200

3660

8

155mm AL. FASCIA

TOP OF DOOR

2828

9

WT5

760 x 1915

760 x 1915

10

#2 SPF 38 x 184 STUD BACKING FOR INTERSECTING WALL

5"x5" HSS

WT10

7

11

155mm AL. FASCIA

17

WT3

4

B

5"x5" HSS

8

4 A4.2

13

8

WT10

3 A4.2

TOP OF WINDOW

3660

WT3

5"x5" HSS

14

A

WT9

13mm INT. DRYWALL ON BOTH SIDES #2 SPF 38x140 WALL STUDS @ 406 O.C 2 TOP PL. & 1 BTM PL. TO MATCH STUD WIDTH

STL. BEAM ABV.

4

2

14180

17

WT3

PROVIDE 38mm x184mm #2 SPF STUD BACKING FOR INTERSECTING WALL

15

5"x5" HSS

230mm REINFORCED CONC. SLAB

7mm FACE BRICK, 50mm AIR SPACE, 22 x 180 x 0.76 METAL TIES @ 400 mm O.C HORIZ, 600 mm VERT. 6 mil BUILDING WRAP, 12mm PLY. WD. SHEATHING, 38 x 140 STUDS @ 406 O.C.

B

230mm REINFORCED CONC. SLAB

13mm INT. DRYWALL ON BOTH SIDES #2 SPF 38x140 WALL STUDS @ 406 O.C 2 TOP PL. & 1 BTM PL. TO MATCH STUD WIDTH

17

STO.

WT3

8

WT9

PROVIDE 38mm x 184mm #2 SPF STUD BACKING FOR INTERSECTING WALL

KIMS CONVIENENCE

CALL OUT PLAN 1 NOAH BONSMA

13mm INT. GYP.BD. 20x65 FURRING STRIP

WT3

5"x5" HSS

230mm REINFORCED CONC. SLAB

UP 18 R

WT3 WT9

WT4

13mm INT. GYP.BD. 20x65 FURRING STRIP

5

75mm FACE BRICK, 25mm AIR SPACE, 22 x 180 x 0.76 mm METAL TIES @ 400mm O.C. HORIZ. 600mm O.C. VERT., 6mil BUILDING WRAP, 25 mm EPS C.I 12mm PLYWOOD SHEATING, 38 x 140 STUDS @ 405mm O.C., RSI 3.52 BATT INSULATION, 6mil AIR/VAPOUR BARRIER, 12mm INT. DRYWALL FINISH

COVERED TRUCK BAY

RESIDENTIAL LOBBY

205mm REINFORCED POURED CONC.

WT5

17

5"x5" HSS

C

DN

9

75mm FACE BRICK, 25mm AIR SPACE, 22 x 180 x 0.76 mm METAL TIES @ 400mm O.C. HORIZ. 600mm O.C. VERT., 6mil BUILDING WRAP, 25 mm EPS C.I 12mm PLYWOOD SHEATING, 38 x 140 STUDS @ 405mm O.C., RSI 3.52 BATT INSULATION, 6mil AIR/VAPOUR BARRIER, 12mm INT. DRYWALL FINISH

WT9

13mm INT. GYP.BD. 20x65 FURRING STRIP

5

STAIR WELL 1

A

17

2

8

WT5

75mm FACE BRICK, 25mm AIRSPACE, 22 x 180 x 0.76 mm METAL TIES @ 400mm O.C. HORIZ, 600mm VERT., 6mil BUILDING WRAP, 25 mm EPS C.I., 12mm PLY. WD. SHEATHING, 38mm EPS C.I., #2 SPF 38 x 140 STUDS @ 406mm O.C

Bx

WT4

8

WT9

230mm REINFORCED CONC. SLAB

C

5"x5" HSS

PROVIDE 38mm x 184mm #2 SPF STUD BACKING FOR INTERSECTING WALL

WT4 WT3

COVERED PORTE COCHERE

7

4

TOP OF PARKING FLOOR SLAB

3 A4.2

4 A4.2

2

SOUTH ELEVATION


@ � ��� �

Â?Â? ­Â€Â‚Â? Â? Â?/in/noah-anthony


Turn static files into dynamic content formats.

Create a flipbook
Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.