KAI-YU YU
Content [ Residential ]
[ Commercial ]
[ Retail ]
[ Interior / Single Family ]
Port Imperial 14+19, NJ 15 E. 30th St , NY Millennium Hollywood, CA Parcel O, D.C 72 Nassau St. , NY 1 Boerum Pl , NY
Pier 57, NY
Bloomingdale’s Ala Moana, HI Collins Panama, Panama Bloomingdale’s American Dream, NJ Bloomingdale’s Stanford, CA Bloomingdale’s Glendale, CA Macy’s at Herald Square, NY
Chin-Shan Village, Taipei VieShow Cinema, Taipei Hsu Residence, Taichung Dance Residence, Taipei
Port Imperial 14+19 Handel Architects | Jan, 2016 - Present| Weehawken, NJ | 418,000 sqf | 280 units Zoning Study, Massing Study, Preliminary Program Layout, Podium Layout, Unit Layout, Egress Sheets, Stair Sheets
RESIDENTIAL
RESIDENTIAL
RESI. COMMON
RESI. COMMON
RETAIL
RETAIL
PARKING
PARKING
30 STO
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESI. COMMON
RESI. COMMON
RESI. COMMON
RETAIL
RETAIL
RETAIL
PARKING
PARKING
PARKING
RESIDENTIAL RESI. COMMON RETAIL PARKING
RY
7 STO
RY
RY
19 STO
RY
7 STO
RY
7 STO
7 STO
RY
7 STO
7 STO
RY
RY
7 STO
2 STO
RY
6 STO
6 STO
^/d ϭϰ ϭϲϵϲϬϬ ^& ϭϬϭϬϱϬ ^& ϭϮϬϴϬ ^& ϯϴϮϬ ^& ϯϭϰϭϬ ^& ϳϮ ƐƉĂĐĞƐ
> ' 'ZK^^ Z ^/ Ed/ > ;E dͿ Z ^/͘ KDDKE Z d /> W Z</E' W Z</E' KhEd
ϮϳϭϳϬϬ ^& ϭϱϰϱϮϬ ^& ϭϱϰϲϬ ^& ϯϳϲϬ ^& ϱϯϯϵϬ ^& ϭϱϭ ƐƉĂĐĞƐ
> ' 'ZK^^ Z ^/ Ed/ > ;E dͿ Z ^/͘ KDDKE Z d /> W Z</E' W Z</E' KhEd
PI BLDG 14+19
OPTION A
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
2 STO
6 STORY
HANDEL ARCHITECTS LLP 2016
3 STORY
6 STORY
3 STORY
3 STORY
3 STORY
3 STORY
3 STORY
3 STORY
OPTION 5a(Stepped Center)
OPTION 5a(Stepped Center) - GF HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION B - 2F
OPTION 5a(Stepped Center) - 2F HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION B - 3F
OPTION 5a(Stepped Center) - 3F
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION B - 4F~6F
OPTION 5a(Stepped Center) - 4F
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION B - 7F
^/d ϭϵнϭϰ ϰϭϴϬϵϮ ^& ϮϮϱϰϰϬ ^& ϭϲϬϱϬ ^& ϮϰϵϮϱ ^& ϭϭϭϬϯϬ ^& ϮϲϮ ƐƉĂĐĞƐ
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION B - GF
HANDEL ARCHITECTS LLP 2016
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION 4 - 7F
> ' 'ZK^^ Z ^/ Ed/ > ;E dͿ Z ^/͘ KDDKE Z d /> W Z</E' W Z</E' KhEd
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION 4 - 6F
^/d ϭϵнϭϰ ϰϯϴϲϱϮ ^& ϮϰϯϳϬϬ ^& ϭϲϬϱϬ ^& ϮϰϵϮϱ ^& ϭϭϭϬϯϬ ^& ϮϲϮ ƐƉĂĐĞƐ
OPTION B
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19 HANDEL ARCHITECTS LLP 2016
3 STORY
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION 4 - 3~5F
HANDEL ARCHITECTS LLP 2016
OPTION A - 7F
PI BLDG 14+19
OPTION 4 - 2F
HANDEL ARCHITECTS LLP 2016
3 STORY
> ' 'ZK^^ Z ^/ Ed/ > ;E dͿ Z ^/͘ KDDKE Z d /> W Z</E' W Z</E' KhEd
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION C2 - 3F~19F
^/d ϭϵнϭϰ ϱϮϳϳϱϮ ^& ϮϵϴϯϰϬ ^& ϭϵϱϲϱ ^& ϭϵϰϳϬ ^& ϭϮϮϲϭϱ ^& ϯϬϮ ƐƉĂĐĞƐ
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION C2 - 2F
3 STORY
OPTION 4 - GF
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION C - 3F~30F
PI BLDG 14+19
RY
2 STO
RY
OPTION 4
HANDEL ARCHITECTS LLP 2016
RY
2 STO
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION A - 4F~6F
MASSING STUDY
2 STO
RY
> ' 'ZK^^ Z ^/ Ed/ > ;E dͿ Z ^/͘ KDDKE Z d /> W Z</E' W Z</E' KhEd
PI BLDG 14+19
OPTION C2 - GF
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION A - 3F
^/d ϭϵнϭϰ ϱϭϴϯϭϱ ^& ϯϱϱϰϳϬ ^& ϭϲϴϯϱ ^& ϭϲϱϰϬ ^& Ϯϵϱϯϱ ^& ϭϯϲ ƐƉĂĐĞƐ
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION C - 2F
2 STO
OPTION C2
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION A - 2F
PI BLDG 14+19
OPTION C - GF
RY
RY
> ' 'ZK^^ Z ^/ Ed/ > ;E dͿ Z ^/͘ KDDKE Z d /> W Z</E' W Z</E' KhEd
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION A - GF
^/d ϭϵнϭϰ ϱϮϭϳϴϱ ^& ϯϲϮϱϬϬ ^& ϭϴϲϯϱ ^& ϭϲϱϰϬ ^& Ϯϵϱϯϱ ^& ϭϯϰ ƐƉĂĐĞƐ
OPTION C
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
6 STO RY
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
RY
RY
7 STO
6 STO
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
RY
RY
^/d ϭϵ > ' 'ZK^^ Z ^/ Ed/ > ;E dͿ Z ^/͘ KDDKE Z d /> W Z</E' W Z</E' KhEd
PI BLDG 14+19
RY
7 STO RY
7 STO RY
7 STO 2 STO
RY
2 STO
PI BLDG 14+19
RY
RY
RY
2 STO
PI BLDG 14+19
7 STO
7 STO
RY
19 STO 2 STO
RY
7 STO
RY
RY
RY
RY
7 STO
2 STO
RY 7 STO
OPTION 5a(Stepped Center) - 5F
HANDEL ARCHITECTS LLP 2016
HANDEL ARCHITECTS LLP 2016
PI BLDG 14+19
OPTION 5a(Stepped Center) - 6F HANDEL ARCHITECTS LLP 2016
MASSING STUDY
$0(1,7< 6)
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PODIUM / PROGRAM LAYOUT STUDY
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FL 8
FL 8
FL 8
FL 8
FL 8
FL 8
FL 8
FL 6
FL 8
FL 8 FL 7
FL 8
FL 8
FL 5 FL 8
FL 7
FL 8
FL 5 F
FL 7
FL 7 FL 7
FL 8
FL 8
FL 8
FL 8 FL 8
FL 8
FL 8
FL 6
FL 6
FL 8
FL 6
FL 6
FL 8
FL 5
MASSING STUDY
$0(1,7< 6)
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PODIUM / PROGRAM LAYOUT STUDY
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TRAVEL PATH: 03 TD: 264'-0 1/4"(MAX.=400'-0")
S1 B
11
7
P1
9
10
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19
D
D
T T
T
D D D
D D D T T
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S11 B 67
P9
S12 B 67
27 28
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D
D
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41
D
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29 31
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44
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43
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27
25
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P3 28
20
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1
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3
23
T
T
T
T
T
T
T
T
T
21
T
T
3 2
T
T
22
4
TRAVEL PATH: 02 TD: 179'-3 3/32"(MAX.=400'-0")
T
T
4
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" '-10 381 AL ON IAG LD AL ER OV
T
T
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6
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B S9
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B S8
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67
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29
67
S4 B
T
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NA L T 28T T 8'3"
S2 B S3 B
T
D
19
T
D
18
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TRAVEL PATH: 01 TD: 178'-7 1/4"(MAX.=400'-0")
D
17 24
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D
16 23
8
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S10 B 67
P7 P8 5
15
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31
11
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40
30
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T
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67
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67
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67
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P4
33
P10
39
38
37
36
34
35
TRAVEL PATH: 04 TD: 267'-4 19/32"(MAX.=400'-0")
12
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14
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TRAVEL PATH: 03 TD: 88'-1 7/16"(MAX.=250'-0")
P1
67
123'-3"
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7
8
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6
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14 TRAVEL PATH: 04 TD: 98'-5 9/16"(MAX.=250'-0")
67
D
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TRAVEL PATH: 02 TD: 115'-11 1/32"(MAX.=250'-0")
8
4
9
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67
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S10 B
D
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67
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BETWEEN EXITS 250'-0" MAX
B S9
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89'-10" DISTANCE
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2
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15
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20
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1 A-300
529'-5 1/2"
83
6 SPACES @ 8'-6"
24'-8" D D
D
D
25'-6"
6 SPACES @ 8'-6"
D
25'-6"
6 SPACES @ 8'-6"
D
16'-0"
1 HC SPACES
D
17'-0" D
T T T T
T
T
T T T
1 0(&+ 6)
D D
T
1 0(&+ 6) T.O. FIN. EL. 14' - 3" 67
83
67
83
83
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1 6725$*( 6)
D
FD T
FD
T
25'-6"
67 67
1 6725$*( 6)
T
67
D
T T T
25'-6"
9 SPACES @ 8'-6"
D D
FD FD
24 SPACES @ 8'-6"
T.O. FIN. EL. 10' - 7 1/4"
1 6725$*( 6)
6+(1 0,/620 :,/.( OOF ),)7+ $9(18( 1(: <25. 1< 7
T.O. FIN. EL. 11' - 5 3/8"
FD T.O. FIN. EL. 11' - 4 1/4"
1 A-203
1 75$6+ 6)FD
7+251721 720$6(77, 0$',621 $9(18( 1(: <25. 1< 7 $&2867,&6 $9 ,7 &2168/7$17
18'-0"
18'-0"
18'-0"
83 83
1 75$6+ 6)
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67
P10
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.(< 3/$1 $9(18( $7 3257 ,03(5,$/
83
83
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P4
FD 1 75$6+ 6)
67 '1
T.O. FIN. EL. 12' - 4 3/4" T.O. FIN. EL. 12' - 4 3/4" T.O. FIN. EL. 12' - 2 3/8"
T
1 5(7$,/ % 6)
FD
D
D
1 3$&.$*( 6)
18'-0"
83
83
T.O. FIN. EL. 12' - 4 3/4"
T.O. FIN. EL. 14' - 3"
18'-0"
T
T
FD
D
1 '5< &/($1,1* 6)
1 ,55, 6)
D
1 A-204
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18'-0"
67
D
1 A-205
T
T
T.O. FIN. EL. 10' - 6"
25'-6"
T.O. FIN. EL. 10' - 3 5/8"
T
6 :$7(5 0(7(5 6)
1 0$,/ 6)
FD
FD
6 5(7$,/ $ 6)
FD
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6 %5 '83/(; 6)
T
83
T
83
T
6 %5 '83/(; 6)
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1 A-303
1 6725$*( 6)
1 3$5.,1* 6)
D
T
FD
FD
D
FD
P3
T
1 ),5( && 6)
T
FD
3 SPACES @ 8'-6"
8'-6"
T
FD
$75,80 6)
T.O. FIN. EL. 11' - 4 1/4"
24'-8 3/4"
FD
T
6 &255,'25 6)
P5
FD
T
T.O. FIN. EL. 14' - 3"
T.O. FIN. EL. 12' - 8 1/2"
5'-3"
T
6 /2%%< 6)
6 75$6+ 6)
T
'1
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
1 A-202
T
18'-0"
FD T
FD
1 29(5)/2: 6)
T
FD
1 /2%%< 6)
T
67
83
22'-0"
'1
6 9(67,%8/( 6)
T
T
T
T
FD
T.O. FIN. EL. 11' - 8 1/4" 17'-8 7/8"
T
T
7+20$6 32/,6( &2168/7,1* (1*,1((5 3& :(67 7+ 675((7 1(: <25. 1(: <25. 7 /$1'6&$3( $5&+,7(&7 )8785( *5((1 678',2 %$< 675((7 %522./<1 1< 7 *(27(&+1,&$/ &2168/7$17
1 3$5.,1* 6) 18'-0"
T
T
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1 75$6+ 6725$*(FD 6)
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T
T
25'-6"
T
18 SPACES @ 8'-6"
T
25'-6"
T
FD
25'-6"
T
18'-0"
6 %5 '83/(; 6)
1 &21)(5(1&( 6)
6 /281*( 6)
'1
18'-0"
24 SPACES @ 8'-6"
T
FD
24'-0"
27 SPACES @ 8'-6"
T
83
25'-6"
18 SPACES @ 8'-6"
T
83
[
T.O. FIN. EL. 11' - 4 1/4" FD 1
24'-6" 2 HC SPACES
24 SPACES @ 8'-6"
T
83
67
67
6 &255,'25 6)
14'-0" 1 HC SPACES
83
67
PASSENGER LOADING ZONE
1 &21)(5(1&( 6)
25'-6"
T
67
FD
83
2 HC SPACES
27 SPACES @ 8'-6"
T
FD 17' - 0"
67
T.O. FIN. EL. 12' - 0"
FD
1 322/ 0(&+ 6) FD
24 SPACES @ 8'-6"
T
13'-6" 1 HC SPACES
1 6,08/$725 6)
13'-6"
27 SPACES @ 8'-6"
T
6 3$5.,1* 6)
FD 25' - 6"
18'-0"
T
16'-0" 1 HC SPACE
6 .,'6 5220 6)
1 HC SPACES
12 SPACES @ 8'-6"
17' - 0"
10 SPACES @ 8'-6"
FD 25' - 6"
D
'(6,021( %52$':$< 7+ )/225 1(: <25. 1(: <25. 7 0(3 (1*,1((5
T.O. FIN. EL. 10' - 9 5/8" 83
T.O. FIN. EL. 7' - 2" 1 1 9$/(7 :& 9$/(7 6) 6)
25'-6"
15 SPACES @ 8'-6"
FD 17' - 0"
T
27' - 9 7/8"
7 SPACES @ 8'-6" FD
D
1 -$&8==, 63$FD 6)
1 FD 6$81$ 67($0 6+2:(5 FD 6)
1 &255,'25 6) 1 :& 6)
15 SPACES @ 8'-6"
17' - 0"
D
1 :& 6)
P8
18 SPACES @ 8'-6"
D
3'-4 5/8"
D
PASSENGER LOADING ZONE
D
18'-0"
D
6 83 6725$*( 6)
P7
6 9$/(7 6) 6 9$/(7 :& 6)
25'-6"
6 6 6 (/(& :& FD :& FD 6) 6) 6)
T
P2
T.O. FIN. EL. 7' - 4 1/4"
T
T
T
T
83
6 %5 '83/(; 6)
2 A-303
T
1 FD FD &+$1*,1* 52206 6)
T
T
FD '1
T
T
18'-0"
T
6 6725$*( 6)
P6
T
6 (/(& 0(7(5 6)
67
6 9(67,%8/( 6)
6 <2*$ 6)
18 SPACES @ 8'-6"
T.O. FIN. EL. 14' - 3"
%2:0$1 &2168/7,1* :(67 0$,1 675((7 68,7( )5((+2/' 1- 7 6758&785$/ (1*,1((5
1 %$6.(7%$// &2857 6)
T
1 63$ 6)
6 &255,'25 6)
T.O. FIN. EL. 14' - 3"
T
6 &255,'25 6)
T.O. FIN. EL. 10' - 9 5/8"
1 322/ 6)
1 5(&(37,21 6)
T
83
T.O. FIN. EL. 10' - 10 3/4"
6 ),71(66 6)
6 75$16)250(5 6) FD
FD
P1
6 %5 '83/(; 6)
T.O. FIN. EL. 10' - 10 3/4"
FD 6 :$7(5 +($7,1* 3/$17 6) FD FD
6 75$6+ 6)
T
6 6(59,&( 6)
T
FD
'1
76'-0"
83
13'-3 1/4"
6 %5 '83/(; 6)
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83
1 %5 6,03/(; 6)
1 %5 6,03/(; 6)
1 %5 '83/(; 6)
1 %5 '83/(; 6)
1 %5 '83/(; 6)
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9,(: '5 ,9( 52 $' *
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1 A-301
2 A-201
'5$:,1* 7,7/(
*5281' )/225 3/$1 .(<127( /(*(1'
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180%(5
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A-101
6/$% ('*( *(1(5$/ 127(6 5() 6758&785$/ ':*6 )25 $'',7,21$/ ,1)2
T.O. CURB EL. 14' - 3" T.O. CURB EL. 10' - 11 3/8"
)25 $// 6/((9(' 3(1(75$7,21 /2&$7,216 6(( 0(3 ':*6 5() $ )25 32,17 /2&$7,21 $1' '(/,1($7,21 2) &225',1$7( 6<67(0 5() $5&+,7(&785$/ 3/$16 )25 $'',7,21$/ ,1)2
8" 7"
X-170'-3 5/8" Y-38'-9 5/8"
6"
5
5
5
5
X-102'-2 3/8" Y-38'-9 5/8"
1'-0"
10"
10"
X-238'-8 3/8" Y-38'-9 5/8"
7"
10"
T.O. SLAB EL. 9' - 11 1/2"
8"
5
T.O. CURB EL. 14' - 10 3/4" T.O. CURB EL. 13' - 0"
T.O. CURB EL. 13' - 0"
1'-9"
5
1'-0"
10"
T.O. CURB EL. 12' - 6"
T.O. CURB EL. 11' - 0 3/8" T.O. CURB EL. 14' - 3"
X-33'-9 5/8" Y-38'-9 5/8" 8"
10"
10"
1'-0"
T.O. CURB EL. 14' - 3" T.O. CURB EL. 11' - 0 3/8"
T.O. SLAB EL. 8' - 9" T.O. CURB EL. 14' - 0"
T.O. SLAB EL. 10' - 7 3/8" 1'-0"
T.O. SLAB EL. 9' - 4 3/4"
8"
8"
T.O. CURB EL. 10' - 9 5/8" T.O. CURB EL. 14' - 3"
T.O. CURB EL. 14' - 2"
T.O. CURB EL. 14' - 2"
T.O. SLAB EL. 7' - 2"
T.O. SLAB EL. 12' - 9"
T.O. CURB EL. 14' - 3"
T.O. SLAB EL. 10' - 9 5/8"
T.O. CURB EL. 12' - 3"
8"
H.P. SLAB EL. 7' - 4 3/8"
T.O. CURB EL. 14' - 3"
T.O. CURB EL. 9' - 8" T.O. SLAB EL. 7' - 2"
T.O. SLAB EL. 7' - 2" T.O. CURB EL. 12' - 3"
T.O. CURB EL. 12' - 3" 0.13:12 1.04%
T.O. SLAB EL. 7' - 2"
8"
FD
X-33'-9 5/8" Y-107'-2 3/8"
T.O. CURB EL. 14' - 3"
T.O. CURB EL. 14' - 3"
0.27:12 2.29%
0.23:12 1.91%
L.P. TRENCH EL. 11' - 0 3/4"
0.28:12 2.35% T.O. CURB EL. 12' - 2"
8"
8"
0.11:12 0.94% 0.12:12 1.01%
FD
'(6,021( %52$':$< 7+ )/225 1(: <25. 1(: <25. 7 0(3 (1*,1((5
'(6&5,37,21 )/2$7,1* 6/$% 6(( 6758&785$/ '5$:,1*6 &217 75(1&+ 5()(5 72 3/80%,1* '5$:,1*6 )25 $'',7,21$/ '(7$,/6 ; ; '((3 6803 3,7 5()(5 72 $ )25 '(7$,/6 $5($ '5$,1 5()(5 72 6+((7 $ )25 '(7$,/6
)25781( 6+(/3(5 6$,/,1* :22'/$1' 52$' 0$3/(:22' 1- 7 3$5.,1* &2168/7$17 :$/.(5 &2168/7,1* :(67 7+ 675((7 7+ )/225 1(: <25. 1< 7 (;7(5,25 :$// &2168/7$17 7+251721 720$6(77, 0$',621 $9(18( 1(: <25. 1< 7 $&2867,&6 $9 ,7 &2168/7$17 6+(1 0,/620 :,/.( OOF ),)7+ $9(18( 1(: <25. 1< 7
12
'$7( 5(9,6,21 '(6,*1 '(9(/230(17
8"
H.P. SLAB EL. 11' - 8 3/4"
0.11:12 0.94% 8"
5
H.P. SLAB EL. 11' - 8 3/4"
X-33'-9 5/8" Y-161'-11 3/8"
0.13:12 1.04%
0.13:12 1.04%
0.12:12 1.04%
FD
H.P. SLAB EL. 7' - 2"
L.P. SLAB EL. 7' - 0 1/2" 0.12:12 1.04%
0.13:12 1.04%
0.11:12 0.94%
8"
0.13:12 1.04%
H.P. SLAB EL. 11' - 8 3/4" 0.12:12 1.01%
H.P. SLAB EL. 7' - 2"
FD
L.P. SLAB EL. 11' - 7 1/4" 0.12:12 1.01%
H.P. SLAB EL. 11' - 8 3/4"
0.13:12 1.04%
T.O. SLAB EL. 11' - 11 1/4"
0.11:12 0.94%
0.13:12 1.04%
T.O. SLAB EL. 9' - 2"
T.O. CURB EL. 14' - 3"
H.P. SLAB EL. 11' - 11 1/4"
%2:0$1 &2168/7,1* :(67 0$,1 675((7 68,7( )5((+2/' 1- 7 6758&785$/ (1*,1((5
L.P. SLAB EL. 11' - 7 1/4" 0.12:12 1.01%
H.P. SLAB EL. 11' - 8 3/4"
T.O. CURB EL. 12' - 6"
T.O. CURB EL. 12' - 6"
H.P. SLAB EL. 7' - 2"
H.P. TRENCH EL. 11' - 3 3/4"
H.P. SLAB EL. 11' - 8 3/4"
T.O. CURB EL. 12' - 6"
H.P. SLAB EL. 7' - 2"
7"
T.O. SLAB EL. 13' - 9"
FD
+$1'(/ $5&+,7(&76 //3 %52$':$< 7+ )/225 1(: <25. 1< 7 ) &,9,/ (1*,1((5,1* &2168/7$17
0.13:12 1.04%
H.P. SLAB EL. 7' - 6 1/8" T.O. CURB EL. 7' - 9"
H.P. SLAB EL. 7' - 6 7/8"
FD
8"
0.13:12 1.04% 0.12:12 1.04% H.P. SLAB EL. 7' - 2"
T.O. CURB EL. 12' - 6"
T.O. CURB EL. 12' - 6"
H.P. SLAB EL. 7' - 4 1/4"
L.P. SLAB EL. 7' - 0 1/2" 0.12:12 1.04%
180%(5
T.O. CURB EL. 14' - 3"
L.P. SLAB EL. 11' - 6" 0.12:12 1.00%
FD
8"
T.O. CURB EL. 7' - 9" H.P. SLAB EL. 7' - 4 1/4"
0.12:12 1.00%
0.84:12 7.00%
H.P. TRENCH EL. 6' - 9"
0.25:12 2.08%
0.17:12 1.44% 8"
T.O. CURB EL. 7' - 9"
X-238'-8 3/8" Y-140'-11 3/8"
1.68:12 14.00%
H.P. SLAB EL. 12' - 1 3/4" H.P. SLAB EL. 7' - 2"
.(<127( /(*(1' 5
H.P. TRENCH EL. 11' - 3 3/4"
L.P. TRENCH EL. 6' - 6"
T.O. CURB EL. 10' - 9 1/8"
T.O. CURB EL. 11' - 8 3/4"
0.56:12 4.69%
0.84:12 7.00%
FD
8"
5
T.O. CURB EL. 14' - 9 3/4"
L.P. SLAB EL. 6' - 11 3/4" 0.13:12 1.05% L.P. SLAB EL. 7' - 2"
H.P. SLAB EL. 7' - 2"
T.O. CURB EL. 14' - 3"
T.O. SLAB EL. 11' - 8 3/4"
T.O. CURB EL. 14' - 3"
0.23:12 1.91%
FD
T.O. CURB EL. 14' - 3"
T.O. CURB EL. 12' - 3"
H.P. SLAB EL. 11' - 8 3/4"
0.25:12 2.08%
0.13:12 1.05%
T.O. CURB EL. 12' - 3"
4 A-161D
0.17:12 1.44%
T.O. CURB EL. 7' - 9"
T.O. SLAB EL. 10' - 10 7/8"
T.O. CURB EL. 12' - 3"
T.O. CURB EL. 14' - 3"
8"
H.P. SLAB EL. 7' - 2"
8" T.O. SLAB EL. 11' - 6 7/8"
H.P. TRENCH EL. 6' - 9"
0.19:12 1.62%
T.O. SLAB EL. 7' - 2"
+. :. 1- //& 7+ $9( 7+ )/225 1(: <25. 1< 7 $5&+,7(&7
0&/$5(1 (1*,1((5,1* *5283 61$.( +,// 52$' :(67 1<$&. 1< 7 9(57,&$/ 75$163257$7,21
T.O. SLAB EL. 11' - 4 1/4"
T.O. FLOATING SLAB EL. 11' - 4 1/4" L.P. SLAB EL. 11' - 6 3/4" 0.13:12 1.05%
8"
8"
0.13:12 1.05%
2:1(5
)8785( *5((1 678',2 %$< 675((7 %522./<1 1< 7 *(27(&+1,&$/ &2168/7$17
T.O. CURB EL. 14' - 3"
3'-5"
T.O. CURB EL. 12' - 3"
%8,/',1*
7+20$6 32/,6( &2168/7,1* (1*,1((5 3& :(67 7+ 675((7 1(: <25. 1(: <25. 7 /$1'6&$3( $5&+,7(&7
8"
8"
T.O. CURB EL. 7' - 9"
T.O. CURB EL. 14' - 3"
T.O. CURB EL. 14' - 3"
T.O. CURB EL. 12' - 3"
T.O. SLAB EL. 11' - 8 3/4"
0.19:12 1.62%
T.O. CURB EL. 7' - 9" 8"
T.O. SLAB EL. 11' - 8 3/4"
/(*(1'
T.O. CURB EL. 14' - 3"
8"
T.O. CURB EL. 14' - 1"
T.O. SLAB EL. 6' - 10"
8"
T.O. SLAB EL. 2' - 2"
8"
T.O. CURB EL. 14' - 3"
T.O. CURB EL. 14' - 3" T.O. SLAB EL. 10' - 9 5/8"
8"
T.O. SLAB EL. 7' - 2" T.O. CURB EL. 11' - 0"
6"
T.O. CURB EL. 14' - 3"
3'-0" CLEAR
3'-5"
T.O. SLAB EL. 9' - 2"
$// 3(1(75$7,216 5(48,5( 7+( 3529,6,21 2) $ ),5( 5$7(' 7+58 :$// 25 7+58 )/225 )/$1*( 25 $// ),5( :$// )/225 3(1(75$7,216 0867 %( 3529,'(' :,7+ 3523(5 ),5( 6($/,1* 6<67(0
8"
T.O. SLAB EL. 14' - 2" T.O. SLAB EL. 9' - 4 3/4"
T.O. CURB EL. 14' - 3" T.O. SLAB EL. 14' - 2" 0(&+ 75(1&+ &225',1$7( :,7+ 5$03 $%29(
T.O. SLAB EL. 12' - 9"
3(1(75$7,216 )25 %86 '8&76 6+2:1 $7 0$;,080 &87 287 ',0(16,216 (;$&7 23(1,1* 0867 %( &225',1$7(' :,7+ 7+( ( & 35,25 72 &216758&7,21 72 68,7 ',0(16,216 2) 63(&,),& 0$18)$&785(5 6 (48,30(17 72 %( ,167$//('
3'-5"
T.O. CURB EL. 14' - 0"
T.O. CURB EL. 10' - 11 3/8"
8"
T.O. SLAB EL. 8' - 10 3/4"
8"
T.O. CURB EL. 14' - 3"
),1$/ '5$,1 /2&$7,216 72 %( &225',1$7(' :,7+ 3/80%,1* &2175$&725 $1' 522)(5 :+(5( $33/,&$%/( '5$,16 )25 :$6+(5 '5<(5 &/26(76 %$7+78%6 6+2:(56 :,7+,1 5(6,'(17,$/ 81,76 127 6+2:1 21 $5&+,7(&785$/ 6/$% ('*( 3/$16 )25 &/$5,7< 5()(5 72 3/80%,1* 3/$16
T.O. CURB EL. 14' - 0" T.O. CURB EL. 14' - 2"
5() $5&+,7(&785$/ '(7$,/ ':*6 )25 &21& &85% +(,*+76 $// 3(1(75$7,216 7+528*+ )/225 6/$% &216758&7,21 127 6+2:1 21 6/$% '5$:,1* 6+$// %( 6/((9(' 7+528*+ 6/$% $1' 25 %/2&.(' 287 35,25 72 &21&5(7( 3285 3$7&+ 6/$% $1' 25 ),5( 6$)( $5281' $// 3(1(75$7,216
1'-0"
T.O. SLAB EL. 10' - 4 3/4"
8"
5() $5&+,7(&785$/ ':*6 $ 6(5,(6 )25 &25( $1' 67$,5 ,1)2
3257 ,03(5,$/
FD
0.12:12 1.04%
7" 0.13:12 1.04%
H.P. SLAB EL. 7' - 2"
H.P. SLAB EL. 7' - 2"
H.P. SLAB EL. 7' - 2"
L.P. SLAB EL. 11' - 7 5/8" 0.18:12 1.50% FD
H.P. SLAB EL. 7' - 8 3/4"
3'-5"
T.O. SLAB EL. 12' - 4 3/4"
0.18:12 1.50%
L.P. SLAB EL. 7' - 0 1/2" 0.12:12 1.04%
$9(18( $7 3257 ,03(5,$/
T.O. SLAB EL. 11' - 10 3/4" 8"
0.12:12 1.00% FD
0.13:12 1.04%
H.P. SLAB EL. 7' - 7 3/8"
T.O. SLAB EL. 7' - 2 3/8"
H.P. SLAB EL. 11' - 8 3/4" H.P. SLAB EL. 7' - 9 1/4"
0.13:12 1.04%
5
T.O. CURB EL. 14' - 0"
0.13:12 1.04%
H.P. SLAB EL. 7' - 2"
H.P. SLAB EL. 7' - 6 7/8"
0.12:12 1.00%
X-238'-8 3/8" Y-209'-4 1/8"
.(< 3/$1 T.O. SLAB EL. 12' - 4 3/4"
T.O. SLAB EL. 12' - 2 3/8"
&,7 <
T.O. CURB EL. 14' - 3"
T.O. SLAB EL. 14' - 3"
9,(: '5 ,9( 52 $' *
6&$/( 352-(&7 12 6($/ 6,*1$785(
%
($67 &2/80%,$ 7(55$&( 52$' &
0.18:12 1.50%
H.P. SLAB EL. 7' - 2" 0.13:12 1.04%
7" T.O. CURB EL. 14' - 9 3/4"
L.P. SLAB EL. 11' - 7 5/8" 0.18:12 1.50%
&,7< 9,(: '5,9( 52$' *
0.13:12 1.04%
8"
FD
H.P. SLAB EL. 7' - 2"
L.P. SLAB EL. 7' - 0 1/2" 0.12:12 1.04%
8"
0.12:12 1.04%
T.O. SLAB EL. 12' - 4 3/4"
0.12:12 1.00%
0(&+ 75(1&+
0.12:12 1.00%
3 A-161D
T.O. CURB EL. 14' - 3"
H.P. SLAB EL. 11' - 8 3/4"
T.O. CURB EL. 12' - 6"
Sim
8"
H.P. SLAB EL. 7' - 2"
T.O. SLAB EL. 8' - 8 1/2" 0.13:12 1.04%
6'-0" CLEAR
2 A-161D
H.P. SLAB EL. 11' - 8 3/4"
'5$:,1* 7,7/(
*5281' )/225 6/$% ('*( 3/$1 % '5$:,1* 12
A-161B
6/$% ('*( *(1(5$/ 127(6 5() 6758&785$/ ':*6 )25 $'',7,21$/ ,1)2 )25 $// 6/((9(' 3(1(75$7,21 /2&$7,216 6(( 0(3 ':*6 5() $ )25 32,17 /2&$7,21 $1' '(/,1($7,21 2) &225',1$7( 6<67(0 5() $5&+,7(&785$/ 3/$16 )25 $'',7,21$/ ,1)2 5() $5&+,7(&785$/ ':*6 $ 6(5,(6 )25 &25( $1' 67$,5 ,1)2
H.P. SLAB EL. 7' - 2"
0.13:12 1.04%
0.18:12 1.50% FD
0.12:12 1.04%
7" 0.13:12 1.04%
FD
H.P. SLAB EL. 7' - 2"
T.O. CURB EL. 14' - 0"
T.O. SLAB EL. 14' - 3"
FD
H.P. SLAB EL. 7' - 2"
H.P. SLAB EL. 7' - 8 3/4"
T.O. SLAB EL. 12' - 2 3/8" T.O. CURB EL. 14' - 3"
L.P. SLAB EL. 11' - 7 5/8" 0.18:12 1.50%
0.18:12 1.50%
L.P. SLAB EL. 7' - 0 1/2" 0.12:12 1.04%
0.13:12 1.04%
H.P. SLAB EL. 7' - 7 3/8"
0.12:12 1.00%
0.13:12 1.04%
5
'5$,16 )25 :$6+(5 '5<(5 &/26(76 %$7+78%6 6+2:(56 :,7+,1 5(6,'(17,$/ 81,76 127 6+2:1 21 $5&+,7(&785$/ 6/$% ('*( 3/$16 )25 &/$5,7< 5()(5 72 3/80%,1* 3/$16
T.O. SLAB EL. 12' - 4 3/4"
H.P. SLAB EL. 11' - 8 3/4" H.P. SLAB EL. 7' - 9 1/4"
),1$/ '5$,1 /2&$7,216 72 %( &225',1$7(' :,7+ 3/80%,1* &2175$&725 $1' 522)(5 :+(5( $33/,&$%/(
T.O. SLAB EL. 11' - 10 3/4"
T.O. SLAB EL. 7' - 2 3/8"
0.12:12 1.00% 0.13:12 1.04%
H.P. SLAB EL. 7' - 2"
H.P. SLAB EL. 7' - 6 7/8"
0.12:12 1.00%
X-238'-8 3/8" Y-209'-4 1/8"
3(1(75$7,216 )25 %86 '8&76 6+2:1 $7 0$;,080 &87 287 ',0(16,216 (;$&7 23(1,1* 0867 %( &225',1$7(' :,7+ 7+( ( & 35,25 72 &216758&7,21 72 68,7 ',0(16,216 2) 63(&,),& 0$18)$&785(5 6 (48,30(17 72 %( ,167$//(' $// 3(1(75$7,216 5(48,5( 7+( 3529,6,21 2) $ ),5( 5$7(' 7+58 :$// 25 7+58 )/225 )/$1*( 25 $// ),5( :$// )/225 3(1(75$7,216 0867 %( 3529,'(' :,7+ 3523(5 ),5( 6($/,1* 6<67(0
/(*(1'
0.12:12 1.04%
X-238'-8 3/8" Y-243'-1 1/8"
0.13:12 1.04%
H.P. SLAB EL. 7' - 2"
T.O. CURB EL. 10' - 7 1/4" 0.09:12 0.72%
T.O. CURB EL. 7' - 9"
0.09:12 0.72%
T.O. CURB EL. 7' - 9"
0.12:12 1.04%
T.O. SLAB EL. 10' - 0"
T.O. SLAB EL. 7' - 2"
8'-5"
T.O. STONE EL. 10' - 9 1/4"
H.P. SLAB EL. 7' - 2"
T.O. STONE EL. 9' - 7 1/4"
8"
H.P. SLAB EL. 7' - 2"
H.P. SLAB EL. 7' - 2"
8"
FD
8"
8"
T.O. CURB EL. 7' - 11"
5
T.O. CURB EL. 7' - 11"
L.P. SLAB EL. 7' - 0 1/2" 0.12:12 1.04%
H.P. SLAB EL. 7' - 8 3/4"
8"
0.26:12 2.13% FD 0.26:12 2.13%
0.12:12 1.04% H.P. SLAB EL. 7' - 2"
7+251721 720$6(77, 0$',621 $9(18( 1(: <25. 1< 7 $&2867,&6 $9 ,7 &2168/7$17 6+(1 0,/620 :,/.( OOF ),)7+ $9(18( 1(: <25. 1< 7
5
X-33'-9 5/8" Y-285'-1 1/8"
'$7( 5(9,6,21 '(6,*1 '(9(/230(17
8"
T.O. SLAB EL. 14' - 3"
8" L.P. SLAB EL. 7' - 1 1/4"
H.P. SLAB EL. 7' - 2"
T.O. SLAB EL. 8' - 7 1/4"
:$/.(5 &2168/7,1* :(67 7+ 675((7 7+ )/225 1(: <25. 1< 7 (;7(5,25 :$// &2168/7$17
T.O. CURB EL. 7' - 11" 0.13:12 1.04%
H.P. SLAB EL. 7' - 2"
8"
T.O. SLAB EL. 5' - 7 1/4"
X-238'-8 3/8" Y-311'-6"
T.O. SLAB EL. 11' - 0"
L.P. SLAB EL. 7' - 0 1/2" 0.12:12 1.04%
0.13:12 1.04%
10"
; ; '((3 6803 3,7 5()(5 72 $ )25 '(7$,/6 )/225 '5$,1 5()(5 72 6+((7 $ )25 '(7$,/6
)25781( 6+(/3(5 6$,/,1* :22'/$1' 52$' 0$3/(:22' 1- 7 3$5.,1* &2168/7$17
FD
T.O. CURB EL. 10' - 8 3/4"
H.P. SLAB H.P. SLAB EL. 7' - 2" EL. 7' - 2"
T.O. SLAB EL. 7' - 2"
10"
5
T.O. SLAB EL. 5' - 4 1/4"
T.O. SLAB EL. 13' - 5 3/4"
T.O. SLAB EL. 9' - 10 1/4"
T.O. CURB EL. 10' - 4 1/4"
6" 3'-7 1/8"
0.12:12 1.04%
'(6&5,37,21
8"
T.O. SLAB EL. 10' - 4 1/4"
T.O. CURB EL. 14' - 3"
'(6,021( %52$':$< 7+ )/225 1(: <25. 1(: <25. 7 0(3 (1*,1((5
12
0.13:12 1.04%
T.O. CURB EL. 10' - 9 1/8"
%2:0$1 &2168/7,1* :(67 0$,1 675((7 68,7( )5((+2/' 1- 7 6758&785$/ (1*,1((5
8"
T.O. CURB EL. 10' - 8 3/4"
23(1 72 %(/2:
T.O. SLAB EL. 9' - 7"
.(< 3/$1 T.O. SLAB EL. 14' - 3"
6" $9(18( $7 3257 ,03(5,$/
T.O. CURB EL. 13' - 9 1/4"
T.O. SLAB EL. 13' - 7 1/2" 5
23(1 72 %(/2:
T.O. SLAB EL. 9' - 5 1/4"
T.O. CURB EL. 14' - 6 3/4"
3'-6 7/8"
1/4" SLOPE
8"
H.P. SLAB EL. 13' - 7 3/4"
1/4" SLOPE
T.O. CURB EL. 14' - 9 3/4"
23(1 72 %(/2:
6"
T.O. SLAB EL. 9' - 2" 5
T.O. CURB EL. 13' - 9 1/4"
X-102'-2 3/8" Y-353'-5 7/8"
&,7 <
6"
1/4" SLOPE
5
T.O. CURB EL. 13' - 9 1/4"
T.O. CURB EL. 14' - 6 1/2"
3'-6 7/8"
6"
X-170'-3 5/8" Y-345'-10 5/8"
8"
6"
6"
T.O. CURB EL. 14' - 6 1/2"
&,7< 9,(: '5,9( 52$' *
0.13:12 1.04% 0.13:12 1.04%
0.13:12 1.04%
FD
6" 8"
L.P. SLAB EL. 7' - 0 1/2" 0.12:12 1.04%
FD
0.15:12 1.25%
T.O. CURB EL. 10' - 8"
T.O. CURB EL. 14' - 3"
H.P. SLAB EL. 7' - 2"
T.O. SLAB EL. 9' - 2"
T.O. CURB EL. 10' - 7 1/4"
0.13:12 1.04%
T.O. CURB EL. 10' - 7 1/4"
T.O. SLAB EL. 11' - 5 3/8"
H.P. SLAB EL. 7' - 2"
FD
T.O. CURB EL. 10' - 8"
.(<127( /(*(1' 180%(5
H.P. SLAB EL. 7' - 4 3/4"
0.15:12 1.25%
8"
H.P. SLAB EL. 7' - 2" 0.13:12 1.04%
T.O. CURB EL. 7' - 9"
8"
T.O. SLAB EL. 9' - 1 1/4"
7" T.O. CURB EL. 14' - 9 3/4"
+$1'(/ $5&+,7(&76 //3 %52$':$< 7+ )/225 1(: <25. 1< 7 ) &,9,/ (1*,1((5,1* &2168/7$17
0&/$5(1 (1*,1((5,1* *5283 61$.( +,// 52$' :(67 1<$&. 1< 7 9(57,&$/ 75$163257$7,21
8" L.P. SLAB EL. 7' - 0 1/2" 0.12:12 1.04%
FD
+. :. 1- //& 7+ $9( 7+ )/225 1(: <25. 1< 7 $5&+,7(&7
)8785( *5((1 678',2 %$< 675((7 %522./<1 1< 7 *(27(&+1,&$/ &2168/7$17
0.13:12 1.04%
H.P. SLAB EL. 7' - 7"
2:1(5
7+20$6 32/,6( &2168/7,1* (1*,1((5 3& :(67 7+ 675((7 1(: <25. 1(: <25. 7 /$1'6&$3( $5&+,7(&7
H.P. SLAB EL. 11' - 8 3/4"
H.P. SLAB EL. 7' - 2"
5
%8,/',1*
T.O. CURB EL. 14' - 6 1/2" 5
9,(: '5 ,9( 52 $' *
6&$/( 352-(&7 12 6($/ 6,*1$785(
&
($67 &2/80%,$ 7(55$&( 52$' &
T.O. CURB EL. 14' - 9 3/4"
T.O. SLAB EL. 12' - 4 3/4"
8"
H.P. SLAB EL. 7' - 2" 0.13:12 1.04%
7"
T.O. SLAB EL. 12' - 4 3/4" L.P. SLAB EL. 11' - 7 5/8" 0.18:12 1.50%
$// 3(1(75$7,216 7+528*+ )/225 6/$% &216758&7,21 127 6+2:1 21 6/$% '5$:,1* 6+$// %( 6/((9(' 7+528*+ 6/$% $1' 25 %/2&.(' 287 35,25 72 &21&5(7( 3285 3$7&+ 6/$% $1' 25 ),5( 6$)( $5281' $// 3(1(75$7,216
3'-5"
L.P. SLAB EL. 7' - 0 1/2" 0.12:12 1.04%
FD
8"
0.12:12 1.04%
0.12:12 1.00%
0(&+ 75(1&+
T.O. CURB EL. 14' - 3"
H.P. SLAB EL. 11' - 8 3/4"
T.O. CURB EL. 12' - 6"
8"
T.O. SLAB EL. 8' - 8 1/2"
5() $5&+,7(&785$/ '(7$,/ ':*6 )25 &21& &85% +(,*+76
8"
H.P. SLAB EL. 7' - 2" 0.13:12 1.04%
6'-0" CLEAR
2 A-161D
3257 ,03(5,$/
'5$:,1* 7,7/(
*5281' )/225 6/$% ('*( 3/$1 & '5$:,1* 12
A-161C
$/80 */$66 ,168/$7(' 7(55$&( '2256 /$0,1$7(' */$66 *8$5'5$,/ */ 75$)),& :3 &2$7,1* # %$/&21,(6
3,(&( $/80 02817,1* %5$&.(7 $1&+25(' 72 &21& &85%
0(7$/ 75,0 6/$% &29(5 07/
35(&$67 3$9(5
0(7$/ 62)),7 07/
0(7$/ &23,1* )$67(1(' 72 &21& &85% : $1&+25 &/,36 07/
$/80 */$66 ,168/$7(' 7(55$&( '2256
0(7$/ 75,0 6/$% &29(5 07/
0(7$/ 3$1(/ ',9,'(5 %(<21' 07/
7 2 6 /
0(7$/ 75,0 6/$% &29(5 07/
9,6,21 ,*8 */
,&( '$06 3,11(' 72 75,0 ,1 $ 67$**(5(' 3$77(51
0(7$/ 75,0 6/$% &29(5 07/
5,*,' ,168/$7,21 5
*$5'(1 522) 6<67(0 6(( /$1'6&$3( ':*6
7 2 6 /
0(7$/ 75,0 6/$% &29(5 07/
/$0,1$7(' */$66 *8$5'5$,/ */ 75$)),& :3 &2$7,1* # %$/&21,(6
9,6,21 ,*8 */ $/80 */$66 :,1'2: :$// 6<67(0
0(7$/ 75,0 6/$% &29(5 07/ 7 2 6 /
$/80 */$66 ,168/$7(' 7(55$&( '2256
0(7$/ 75,0 6/$% &29(5 07/ 9,6,21 ,*8 */
(;7(1' ,168/ 0,1 ,16,'(
7 2 6 /
0(7$/ 75,0 6/$% &29(5 07/
0(7$/ 75,0 6/$% &29(5 07/
0(7$/ 75,0 6/$% &29(5 07/
0(7$/ 75,0 6/$% &29(5 07/
7 2 6 /
7 2 6 522)#32'
&2/' )/8,' $33/,(' :$7(53522),1* 6<67(0 3,(&( $/80 02817,1* %5$&.(7 $1&+25(' 72 &21& &85%
0(7$/ 75,0 6/$% &29(5 07/
6/23,1* 5,*,' ,168/$7,21
$/80 */$66 :,1'2: :$// 6<67(0 /$0,1$7(' */$66 *8$5'5$,/ */ 35(&$67 3$9(5
0(7$/ 62)),7 07/
9,6,21 ,*8 */
9,6,21 ,*8 */
$/80 */$66 :,1'2: :$// 6<67(0
$/80 */$66 :,1'2: :$// 6<67(0
0(7$/ 3$1(/ ',9,'(5 %(<21' 07/
$
6LP
7 2 6 /
0(7$/ 75,0 6/$% &29(5 07/
0(7$/ 75,0 6/$% &29(5 07/
&21&5(7( *5$'( %($0 6(( 6758&7 ':*6
$/80 */$66 ,168/$7(' 7(55$&( '2256
0(7$/ 75,0 6/$% &29(5 07/
&21&5(7( :$/. 6(( / 6(5,(6 )25 ),1,6+
3,(&( $/80 02817,1* %5$&.(7 $1&+25(' 72 &21& &85%
75$)),& :3 &2$7,1* # %$/&21,(6
6721( %$6( *5287(' 62/,'
/$0,1$7(' */$66 *8$5'5$,/ */
7 2 6 /
&21&5(7( /('*( 6(( 6758&7 ':*6 &21&5(7( *5$'( %($0 6(( 6758&7 ':*6
0(7$/ 75,0 6/$% &29(5 07/ &203$&7 ),// 0(7$/ 75,0 6/$% &29(5 07/ 0(7$/ 62)),7 07/
9,6,21 ,*8 */ 0(7$/ 3$1(/ ',9,'(5 %(<21' 07/
6721( %$6( 67 (;7(1' 5,*,' ,168/$7,21 5
2 0,1 ,1 )520 *5$'( %($0
0(7$/ 3$1(/ 07/
$/80 */$66 :,1'2: :$// 6<67(0
0(7$/ 3$1(/ 07/
9,6,21 ,*8 */
7 2 ) ) /
/$0,1$7(' */$66 &2/' )/8,' $33/,(' :$7(53522),1* 6<67(0 *$5'(1 522) 6<67(0 6(( /$1'6&$3( ':*6 5,*,' ,168/$7,21 5
9,6,21 ,*8 */
7 2 6 /
7 2 6 /
0(7$/ 75,0 )$67(1(' 72 &857$,1:$// 6<67(0 07/
7 2 6 /
0(7$/ 75,0 )$67(1(' 72 &857$,1:$// 6<67(0 07/
0(7$/ 3$1(/ 07/
0(7$/ 75,0 )$67(1(' 72 &857$,1:$// 6<67(0 07/
672503522) /289(5 */$=(' ,172 6725()5217 6<67(0 3529,'( ,168/$7(' %/$1. 2)) 3$1(/6 $7 8186(' /2&$7,216 6(( 0(&+ ':*6
6(0, 5,*,' 0,1(5$/ :22/ ,168/$7,21 (/$6720(5,& &2$7,1* 5(,1)25&(' &08 6(0, 5,*,' 0,1(5$/ :22/ ,168/$7,21
9,6,21 ,*8 */
6(0, 5,*,' 0,1(5$/ :22/ ,168/$7,21
7 2 6 /
7 2 6 /
7 2 6 / 6(0, 5,*,' 0,1(5$/ :22/ ,168/$7,21
0(7$/ 3$1(/ 07/ 6(0, 5,*,' 0,1(5$/ :22/ ,168/$7,21 5(,1)25&(' &08
6(0, 5,*,' 0,1(5$/ :22/ ,168/$7,21
$
7 2 ) ) /
7 2 ) ) /
7 2 ),1 (/
$
&$67 ,1 3/$&( &21&5(7( &85%
0(7$/ */$66 &857$,1:$// 6<67(0 6721( %$6( 67 &21&5(7( :$/. 6(( / 6(5,(6 )25 ),1,6+
(;7(1' 5,*,' ,168/$7,21 5
2 0,1 ,1 )520 *5$'( %($0 &21&5(7( *5$'( %($0 6(( 6758&7 ':*6
7 2 ),1 (/ 7 2 6/$% (/
6LP
7 2 ) ) /
.(<127( /(*(1' 180%(5
18'-10 1/2" 3'-10"
9'-2" 7 #
'(6&5,37,21 (;,7 ',6&+$5*( 6,*1 # *5$'( 6(( '(7$,/ $ $// ',5(&7,21$/ (;,7 6,*16 $5( 21 7<3,&$/ $5&+,7(&785$/ 5&3 6 )/225 ,'(17,),&$7,21 6,*1 6(( '(7$,/ $
%8,/',1*
5'-10 1/2" 18'-10 1/2" T.O. SLAB EL. 97' - 8"
TO I.M. LANDING EL. 91' - 5 5/8"
TO I.M. LANDING EL. 59' - 0 3/8"
3'-10"
18'-10 1/2"
6'-5" 7 #
8'-7 1/2"
T.O. SLAB EL. 53' - 4"
TO I.M. LANDING EL. 48' - 8 1/2"
3'-10"
6'-5" 7 #
8'-7 1/2"
2:1(5
T.O. SLAB EL. 43' - 6"
+. :. 1- //& 7+ $9( 7+ )/225 1(: <25. 1< 7 $5&+,7(&7
'1
T.O. FIN. EL. 14' - 3" T.O. SLAB EL. 14' - 2"
3'-10"
7 #
3'-8 1/2" 7'-9"
'1
67
1 A-521
83
4'-11 1/2"
3'-10"
7 #
18'-10 1/2"
7 #
'1
1 A-521
83
6'-9 1/2"
3'-10"
7 #
18'-10 1/2"
+$1'(/ $5&+,7(&76 //3 %52$':$< 7+ )/225 1(: <25. 1< 7 ) &,9,/ (1*,1((5,1* &2168/7$17
67
3'-8 1/2"
3'-8 1/2"
1 A-521
4"
3'-8 1/2"
4"
7'-9"
4"
67
3'-8 1/2"
67
7 #
5'-0"
7'-9"
3'-8 1/2"
T.O. FIN. EL. 10' - 10 3/4" T.O. SLAB EL. 10' - 4 3/4" '1
7 #
%2:0$1 &2168/7,1* :(67 0$,1 675((7 68,7( )5((+2/' 1- 7 6758&785$/ (1*,1((5
7'-8 1/2"
18'-10 1/2"
'(6,021( %52$':$< 7+ )/225 1(: <25. 1(: <25. 7 0(3 (1*,1((5
8 A-521
67$,5
1/4" = 1'-0"
67$,5 B522)
1/4" = 1'-0"
67$,5 B/(9(/
1/4" = 1'-0"
7+20$6 32/,6( &2168/7,1* (1*,1((5 3& :(67 7+ 675((7 1(: <25. 1(: <25. 7 /$1'6&$3( $5&+,7(&7
67$,5 B/(9(/ 1/4" = 1'-0"
18'-10 1/2" 7'-4"
T.O. SLAB EL. 85' - 10"
7'-8 1/2"
7 #
TO I.M. LANDING EL. 38' - 10 1/2"
7 A-521
7'-9" 3'-8"
7 #
3'-10"
7 #
7 #
5'-1 7/8"
8'-7 1/2"
0&/$5(1 (1*,1((5,1* *5283 61$.( +,// 52$' :(67 1<$&. 1< 7 9(57,&$/ 75$163257$7,21
T.O. SLAB EL. 33' - 8"
7'-8 1/2"
67
1 A-521
83
3'-10"
4'-3 1/2"
6'-9 1/2"
)25781( 6+(/3(5 6$,/,1* :22'/$1' 52$' 0$3/(:22' 1- 7 3$5.,1* &2168/7$17
'1
7 #
7 #
:$/.(5 &2168/7,1* :(67 7+ 675((7 7+ )/225 1(: <25. 1< 7 (;7(5,25 :$// &2168/7$17
7'-8 1/2"
7+251721 720$6(77, 0$',621 $9(18( 1(: <25. 1< 7 $&2867,&6 $9 ,7 &2168/7$17
18'-10 1/2"
18'-10 1/2" 3'-8"
11'-0" 7 #
1 A-521
83
1 A-521
83
6'-5" 7 #
3'-8 1/2"
3'-8 1/2"
67
3'-8 1/2"
67
'1
'1
4"
7'-9"
3'-8 1/2"
7'-9"
T.O. SLAB EL. 7' - 3 1/4"
3'-10"
T.O. SLAB EL. 23' - 10"
3'-8 1/2"
T.O. FIN. EL. 14' - 3" T.O. SLAB EL. 13' - 9"
4"
3'-10"
4'-0 1/2"
TO I.M. LANDING EL. 91' - 5 5/8"
)8785( *5((1 678',2 %$< 675((7 %522./<1 1< 7 *(27(&+1,&$/ &2168/7$17
18'-10 1/2"
T.O. FIN. EL. 7' - 4 1/4"
67$,5
1/4" = 1'-0"
67$,5 B/(9(/
1/4" = 1'-0"
3257 ,03(5,$/
6+(1 0,/620 :,/.( OOF ),)7+ $9(18( 1(: <25. 1< 7
67$,5 B/(9(/ 1/4" = 1'-0"
12 18'-10 1/2" TO I.M. LANDING EL. 80' - 8 3/8"
7 #
7'-9"
T.O. FIN. EL. 12' - 8 1/2"
T.O. FIN. EL. 14' - 3" T.O. SLAB EL. 14' - 2"
67
'1
67
3'-8 1/2"
'1
3'-8"
T.O. SLAB EL. 75' - 0"
1 A-521
83
6 A-521 3'-10"
7 #
7 #
6'-9 1/2"
67
3'-8"
T.O. SLAB EL. 12' - 2 1/2"
7'-8 1/2"
3'-8 1/2"
8'-3 3/4"
7'-4" 7 #
4"
1'-10"
3'-10"
'$7( 5(9,6,21 '(6,*1 '(9(/230(17
2 A-521
'1
18'-10 1/2"
10'-11 3/8"
67$,5
67$,5 B/(9(/
1/4" = 1'-0"
1/4" = 1'-0"
18'-4" 7 #
67$,5 B/(9(/ 1/4" = 1'-0"
.(< 3/$1 $9(18( $7 3257 ,03(5,$/
7'-8 1/2"
3'-8 1/2"
8'-3 3/4"
4"
7'-9"
'1
&,7 <
'1
67
3'-8 1/2"
67
T.O. SLAB EL. 64' - 2"
T.O. FIN. EL. 14' - 3" T.O. SLAB EL. 14' - 2" 5 A-521
7'-4" 7 #
1 A-521
6&$/( 352-(&7 12 6($/ 6,*1$785(
1'-10" 3'-10"
7 #
7 #
83
7 #
9,(: '5 ,9( 52 $' *
($67 &2/80%,$ 7(55$&( 52$' &
T.O. FIN. EL. 12' - 8 1/2" T.O. SLAB EL. 12' - 2 1/2"
3'-10"
&,7< 9,(: '5,9( 52$' *
18'-10 1/2" TO I.M. LANDING EL. 69' - 10 3/8"
6'-9 1/2" 83
18'-10 1/2"
7 #
T.O. SLAB EL. 12' - 0" 67
3'-10"
2 A-521
'5$:,1* 7,7/(
(1/$5*(' 67$,5 3/$16
67$,5 1/4" = 1'-0"
67$,5 B/(9(/ 1/4" = 1'-0"
67$,5 B/(9(/ 1/4" = 1'-0"
'5$:,1* 12
A-502
3257 ,03(5,$/ %8,/',1*
1'-0"
2:1(5 +. :. 1- //& 7+ $9( 7+ )/225 1(: <25. 1< 7 $5&+,7(&7
T.O.S. L08 85' - 10"
+$1'(/ $5&+,7(&76 //3 %52$':$< 7+ )/225 1(: <25. 1< 7 ) &,9,/ (1*,1((5,1* &2168/7$17
1'-0" 6'-2 3/8"
10'-10" 5'-7 5/8"
5 #
5'-1 5/8" 5 # 10'-10"
5 #
10'-10"
5'-1 5/8" 5'-8 3/8"
10'-10"
5'-1 5/8"
5 #
10'-10"
5'-8 3/8" 5 # 5'-1 5/8"
5'-8 3/8" 5 #
5 #
5'-8 3/8"
5 #
4'-7 1/2"
5 #
4'-7 1/2"
5 #
9'-10"
6+(1 0,/620 :,/.( OOF ),)7+ $9(18( 1(: <25. 1< 7
12
'$7( 5(9,6,21 '(6,*1 '(9(/230(17
4'-7 1/2" 5 #
5'-2 1/2"
5 #
9'-10" 5'-2 1/2" 5 #
5'-2 1/2" 5 #
9'-10"
4'-7 1/2"
5 #
7'-1"
5 #
T.O.S. L04 43' - 6" 4'-7 1/2" 5 #
1/4" = 1'-0"
7+251721 720$6(77, 0$',621 $9(18( 1(: <25. 1< 7 $&2867,&6 $9 ,7 &2168/7$17
T.O.S. L05 53' - 4" T.O.S. L03 33' - 8"
67$,5
)25781( 6+(/3(5 6$,/,1* :22'/$1' 52$' 0$3/(:22' 1- 7 3$5.,1* &2168/7$17 :$/.(5 &2168/7,1* :(67 7+ 675((7 7+ )/225 1(: <25. 1< 7 (;7(5,25 :$// &2168/7$17
T.O.S. L06 64' - 2"
T.O.S. L04 43' - 6"
T.O.F.F. L01 14' - 3"
0&/$5(1 (1*,1((5,1* *5283 61$.( +,// 52$' :(67 1<$&. 1< 7 9(57,&$/ 75$163257$7,21 T.O.S. L07 75' - 0"
9'-10" 5'-2 1/2"
5 #
T.O.S. L02 23' - 10"
5 #
5'-1 5/8" 5 #
1/4" = 1'-0"
7+20$6 32/,6( &2168/7,1* (1*,1((5 3& :(67 7+ 675((7 1(: <25. 1(: <25. 7 /$1'6&$3( $5&+,7(&7 )8785( *5((1 678',2 %$< 675((7 %522./<1 1< 7 *(27(&+1,&$/ &2168/7$17
10'-10"
5'-8 3/8"
5 #
6'-10 1/2"
5 #
T.O.S. L06 64' - 2"
67$,5
%2:0$1 &2168/7,1* :(67 0$,1 675((7 68,7( )5((+2/' 1- 7 6758&785$/ (1*,1((5 '(6,021( %52$':$< 7+ )/225 1(: <25. 1(: <25. 7 0(3 (1*,1((5
T.O.S. L08 85' - 10"
T.O.S. L05 53' - 4"
T.O.S. ROOF 96' - 8"
T.O.S. L07 75' - 0"
T.O.F.F. L01 14' - 3"
5 #
10'-10"
9'-10"
T.O.S. L02 23' - 10"
67$,5
T.O.S. L03 33' - 8"
1/4" = 1'-0"
.(< 3/$1
5'-2 1/2"
5 #
9'-10"
9'-10"
&,7< 9,(: '5,9( 52$' *
$9(18( $7 3257 ,03(5,$/
4'-6 1/8" 5 # 9'-7" 5'-0 7/8"
9,(: '5 ,9( 52 $' *
T.O.F.F. L01 14' - 3"
5 #
3'-9"
&,7 <
6&$/( 352-(&7 12 6($/ 6,*1$785(
5 #
9'-7"
11'-10" 5 #
T.O.S. L02 23' - 10"
T.O.F.F. L01 14' - 3"
T.O.F.F. L01 14' - 3"
T.O.S. L02 23' - 10"
T.O.S. L02 23' - 10"
($67 &2/80%,$ 7(55$&( 52$' &
4'-7 1/2" 5 #
T.O.S. L03 33' - 8"
5'-2 1/2" 5 #
9'-10"
T.O.S. L02 23' - 10"
'5$:,1* 7,7/(
67$,5 6(&7,216
67$,5 /(9(/ 1/4" = 1'-0"
67$,5 /(9(/ 1/4" = 1'-0"
67$,5 1/4" = 1'-0"
'5$:,1* 12
A-520
15 East 30th St. Handel Architects | Jun, 2015 - Jan, 2016 | Manhattan, NY | 428,000 sqf CD set, Permit set, Energy set, DOB objection compliance
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EGRESS SUMMARY: CELLAR - ZONE A RN
TRAVEL DISTANCE 78'-6" (MAX. 200'-0")
ZONE A
ZONE C
18 15
01
02
B B
ZONE B
15
0.2
180
0.2
180
90 MIN FPSC
36
0.2
180
90 MIN FPSC
B B
09
B
90 MIN FPSC 90 MIN FPSC
NAME
900
AREA SF
OCCUPANCY AREA / OCCUPANT OCCUPANT LOAD REMARKS
1117
M
EXIT UNITS
CAPACITY
04
44 44 44
0.3 0.3 0.3
146 146 146 438
60
19 19
02
01
B
B
05 05
AREA SF
D1
B
FP 1
B A 08
PRIMARY PATH OF TRAVEL 127'-1" (MAX. 200'-0")
OCCUPANCY AREA / OCCUPANT OCCUPANT LOAD REMARKS
*S-2
1385
12
5 5
300
06
B B
B 06
11
WIDTH (INCH)
EXIT UNITS
CAPACITY
DOOR RATING
72
0.2
360
90 MIN FPSC
360
B B
08
DOOR TYPE B
10
CAPACITY
DOOR RATING
36
0.2
180
90 MIN FPSC 10
09
EXIT STAIRS PROVIDED
STAIR NO. C TOTAL PROVIDED
EXIT UNITS
CAPACITY
44
0.3
146 146
STAIR A DOOR
MAXIMUM OVERALL DIAGONAL 86'-5"
08
RN
NAME
18 STORAGE TOTAL OCCUPANT LOAD
CELLAR EGRESS PLAN 1/16" = 1'-0"
AREA SF
ZONE A
B B
*S-2
300
12 1 10 3 1 2 1 1 31
0.2
CAPACITY 180
DOOR RATING
ARCHITECT Handel Architects LLP 120 Broadway, 6th floor New York, New York 10271 T: 212 595 4112
MEP ENGINEER Edwards & Zuck Consulting Engineers, DPC 315 Park Avenue South, 17th Floor New York, New York 10010 T: 212 330 6200 EXPEDITER JAM Consultants Inc. 104 West 29th St, 9th Floor New York, New York 10001 T: 212 244 4427 VERTICAL TRANSPORTATION Van Deusen & Associates 5 Regent Stret, Suite 524 Livingston, NJ 07039 T: 973 994 9220 EXTERIOR WALL Vidaris Inc. 360 Park Avenue South, 15th Floor New York, NY 10010 T:212 689 53 89 GEOTECHNICAL ENGINEER Mueser Rutledge Consulting Engineers 14 Penn Plaza - 225 West 34th Street, 6th Floor New York, NY 10122 T:917 336 93 00
90 MIN FPSC
36
0.2
180
EXTERIOR DOOR
36
0.2
180
90 MIN FPSC
EXTERIOR DOOR
72
0.2
360
90 MIN FPSC
EXTERIOR DOOR
72
0.2
360
90 MIN FPSC
RN
NAME
12 RETAIL TOTAL OCCUPANT LOAD
B
90 MIN FPSC
1260
AREA SF
OCCUPANCY AREA / OCCUPANT OCCUPANT LOAD
2420
M
60
41 41
CAPACITY
DOOR RATING
360
90 MIN FPSC
360
90 MIN FPSC
NOTES: ALLOWABLE M MAXIMUM TRAVEL DISTANCE: 75'-0" PER TABLE 1018.2
OCCUPANCY AREA / OCCUPANT OCCUPANT LOAD REMARKS
1889
EXIT UNITS
36
OWNER Madison 30 31 LLC 352 Park Avenue South New York, New York 10010 T: 212 481 8200
EGRESS SUMMARY: GROUND FLOOR - ZONE D
REMOTENESS 42'-11" (MIN: 86'-5" X 1/3 = 28'-10")
EGRESS SUMMARY: CELLAR - ZONE C
200 200 200 300 300 300 300 300
STAIR B DOOR
TOTAL PROVIDED NOTE: TABLE 1005.1 NEW YORK CITY BUILDING CODE
TRAVEL DISTANCE 65'-0" (MAX. 200'-0")
07
WIDTH (INCH)
*R-2 *R-2 *R-2 *R-2 *R-2 *R-2 *R-2 *R-2
WIDTH (INCH)
PRIMARY PATH OF TRAVEL 102'-8" (MAX. 200'-0")
180
TOTAL PROVIDED NOTE: TABLE 1005.1 NEW YORK CITY BUILDING CODE
TRAVEL DISTANCE 120'-11" (MAX. 200'-0")
11
EXIT UNITS
OCCUPANCY AREA / OCCUPANT OCCUPANT LOAD REMARKS
2370 166 1847 605 201 452 92 33
EXIT DOORS PROVIDED
07
WIDTH (INCH)
B
AREA SF
NOTES: TABLE 1004.1.2 NEW YORK CITY BUILDING CODE ENTIRE BUILDING FULLY SPRINKLERED PER 903.2.7 ALLOWABLE R-2 MAXIMUM TRAVEL DISTANCE: 200'-0" (SPRINKLERED) PER TABLE 1015.1 * ACCESSORY TO THE OCCUPANCY GROUP
B B
B
EXIT DOORS PROVIDED
MAXIMUM OVERALL DIAGONAL 201'-7"
C
B 05
NAME
01 RESIDENTIAL LOBBY 02 STORAGE 03 BIKE PARKING 05 PACKAGE ROOM 06 SERVICE VESTIBULE 08 STORAGE 09 STORAGE 11 CLOSET TOTAL OCCUPANT LOAD
EAST 30TH STREET
STRUCTURAL ENGINEER DeSimone Consulting Engineers 18 West 18th St, 10th Floor New York, New York 10011 T: 212 532 2211
EGRESS SUMMARY: GROUND FLOOR - ZONE C RN
10 30" x 48" FOR. APPR.
60" x 56" AT TOILET PER 604.3
15
90 MIN FPSC
360 180
EXTERIOR DOOR
NOTE: TABLE 1005.1 NEW YORK CITY BUILDING CODE
1
360
0.2 0.2
NOTES: ALLOWABLE M MAXIMUM TRAVEL DISTANCE: 75'-0" PER TABLE 1018.2
ZONE B
WIDTH (INCH)
B
09
0.2
72 36
TOTAL PROVIDED
NOTES: TABLE 1004.1.2 NEW YORK CITY BUILDING CODE ENTIRE BUILDING FULLY SPRINKLERED PER 903.2.7 ALLOWABLE R-2 MAXIMUM TRAVEL DISTANCE: 200'-0" (SPRINKLERED) PER TABLE 1015.1 * ACCESSORY TO THE OCCUPANCY GROUP R-2
TRAVEL DISTANCE 88'-2" (MAX. 200'-0")
13
B B
08
72
DOOR TYPE B
RN
PRIMARY PATH OF TRAVEL 142'-4" (MAX. 200'-0")
48"
17 STORAGE TOTAL OCCUPANT LOAD
B B
B B
07
NAME
12
10
DOOR RATING
EXTERIOR DOOR
10 RETAIL TOTAL OCCUPANT LOAD
B B
RN
07
B B
B
TRAVEL DISTANCE 80'-3" (MAX. 200'-0")
540
EGRESS SUMMARY: CELLAR - ZONE B
14
B B B B
06
CAPACITY
EXIT DOORS PROVIDED
NOTE: TABLE 1005.1 NEW YORK CITY BUILDING CODE
B B
B
90 MIN FPSC
36 36
48 48
EGRESS SUMMARY: GROUND FLOOR - ZONE B
30" x 48" FOR. APPR.
60" x 56" AT TOILET PER 604.3
R
16
A A
12
30" CLEA x
A A 05
DOOR RATING
DOOR TYPE B
STAIR NO. A STAIR NO. B STAIR NO. D TOTAL PROVIDED
TRAVEL DISTANCE 93'-9" (MAX. 200'-0")
FP 1
A
B
D
60
02
B B
B
EXTERIOR DOOR
EXIT UNITS
TOTAL PROVIDED
EXIT STAIRS PROVIDED
B B
04
CAPACITY
M
WIDTH (INCH)
B B
03
DOOR TYPE B
TOTAL PROVIDED NOTE: TABLE 1005.1 NEW YORK CITY BUILDING CODE
17
D1
EXIT UNITS
OCCUPANCY AREA / OCCUPANT OCCUPANT LOAD REMARKS
2822
EXIT DOORS PROVIDED
ZONE D
01
DOOR TYPE B
03
B
B
AREA SF
NOTES: ALLOWABLE M MAXIMUM TRAVEL DISTANCE: 75'-0" PER TABLE 1018.2
EXIT DOOR SEPARATION 51'-3" (MIN: 96'-8" X 1/3 =32'-3")
ZONE C
NAME
07 RETAIL TOTAL OCCUPANT LOAD
MAXIMUM OVERALL DIAGONAL 96'-8"
TRAVEL DISTANCE 65'-0" (MAX. 200'-0")
TRAVEL DISTANCE 65'-0" (MAX. 200'-0")
EXIT DOORS PROVIDED WIDTH (INCH)
EXIT DOOR SEPARATION 138'-5" (MIN: 201'-7" X 1/3 = 67'-2")
04
B B
RN
4 4 2 2 2 1 1 1 1 2 2 1 1 2 1 1 28
NOTES: TABLE 1004.1.2 NEW YORK CITY BUILDING CODE ENTIRE BUILDING FULLY SPRINKLERED PER 903.2.7 ALLOWABLE R-2 MAXIMUM TRAVEL DISTANCE: 200'-0" (SPRINKLERED) PER TABLE 1015.1 * ACCESSORY TO THE OCCUPANCY GROUP R-2
TRAVEL DISTANCE 119'-3" (MAX. 200'-0")
13
300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300
48"
TRAVEL DISTANCE 107'-8" (MAX. 200'-0")
B B B
*F-2 *S-2 *F-2 *F-2 * S-1 *F-2 *F-2 *F-2 *F-2 *F-2 *F-2 *F-2 *F-2 *S-2 *S-2 *S-2
R
14
EGRESS SUMMARY: GROUND FLOOR - ZONE A
OCCUPANCY AREA / OCCUPANT OCCUPANT LOAD REMARKS
1190 1042 394 547 342 164 228 232 223 467 501 265 295 319 241 42
30" CLEA x
D
AREA SF
09
B E B B
NAME
01 DETENTION TANK ROOM 02 STORAGE 03 TELECOM ROOM 04 PUMP ROOM 05 TRASH COLLECTION ROOM 06 TANK ROOM 07 WATER METER ROOM 08 GAS METER ROOM 09 MER 10 CON ED ROOM 11 HOUSE TRAP ROOM 12 MER 13 PUMP ROOM 14 STORAGE 15 STORAGE 16 CLOSET TOTAL OCCUPANT LOAD
EXIT DOORS PROVIDED
7 7
2
NOTES: TABLE 1004.1.2 NEW YORK CITY BUILDING CODE ENTIRE BUILDING FULLY SPRINKLERED PER 903.2.7 ALLOWABLE R-2 MAXIMUM TRAVEL DISTANCE: 200'-0" (SPRINKLERED) PER TABLE 1015.1 * ACCESSORY TO THE OCCUPANCY GROUP R-2
WIDTH (INCH)
EXIT UNITS
EXTERIOR DOOR
72
0.2
EXTERIOR DOOR
72
0.2
GROUND FLOOR EGRESS PLAN 1/16" = 1'-0"
TOTAL PROVIDED
720
NOTE: TABLE 1005.1 NEW YORK CITY BUILDING CODE
EXIT DOORS PROVIDED
EXIT STAIRS PROVIDED
0102
DOOR TYPE B 3/4 HR FIRE RATED SELF CLOSING
1 HOUR PARTITION
DIRECTIONAL SIGN
1 1/2 HR FIRE RATED SELF CLOSING
2 HOUR PARTITION
EXIT SIGN
3 HR FIRE RATED SELF CLOSING
3 HOUR PARTITION
COMMON TRAVEL DISTANCE
ROOM NUMBER
NON RATED PARTITION
100'-0" 100'-0"
102
DOOR NUMBER
TOTAL TRAVEL DISTANCE
WIDTH (INCH)
EXIT UNITS
CAPACITY
DOOR RATING
36
0.2
180
90 MIN FPSC
TOTAL PROVIDED NOTE: TABLE 1005.1 NEW YORK CITY BUILDING CODE
LEGEND:
180
EXIT STAIRS PROVIDED
LOT 67 STAIR NO. E TOTAL PROVIDED
WIDTH (INCH)
EXIT UNITS
CAPACITY
44
0.3
146 146
0102
3/4 HR FIRE RATED SELF CLOSING
1 HOUR PARTITION
DIRECTIONAL SIGN
1 1/2 HR FIRE RATED SELF CLOSING
2 HOUR PARTITION
EXIT SIGN
3 HR FIRE RATED SELF CLOSING
3 HOUR PARTITION
COMMON TRAVEL DISTANCE
ROOM NUMBER
NON RATED PARTITION
100'-0" 100'-0"
PATH OF TRAVEL DISTANCE
DOOR NUMBER
102
TOTAL TRAVEL DISTANCE
NON-OCCUPIABLE ROOF
NON-OCCUPIABLE ROOF
AREA SF
*F-2 *F-2 *F-2 *F-2 *F-2 *F-2 *S-2
300 300 300 300 300 300 300
WIDTH (INCH) NON-OCCUPIABLE ROOF
RN
4 3 3 5 2 1 1 19
NAME
01 COGEN ROOM 02 BOILER ROOM 03 MER ROOM 04 MER ROOM 05 MER ROOM 06 CLOSET TOTAL OCCUPANT LOAD
04
03
EXIT DOORS SEPARATION 60'-2" (MIN: 120'-3" X 1/3 = 40'-1")
07
03
B B B
B
B
B B BB B B
11
DOOR RATING
36
0.2
180
90 MIN FPSC
STAIR B DOOR
36
0.2
180
90 MIN FPSC
WIDTH (INCH)
EXIT UNITS
CAPACITY
44 44
0.3 0.3
146 146 292
02
360
01
B B
B B A B
EXIT DOORS SEPARATION 60'-2" (MIN: 120'-3" X 1/3 = 40'-1")
B B
DEAD END 20'-0" (MAX. 20'-0")
08
3
LEVEL 2 MEP FLOOR EGRESS PLAN 1/16" = 1'-0"
4 5 5 2 2 1 19
WIDTH (INCH)
EXIT UNITS
CAPACITY
STAIR A DOOR
36
0.2
180
90 MIN FPSC
STAIR B DOOR
36
0.2
180
90 MIN FPSC
DOOR RATING
360
STAIR NO. A STAIR NO. B PROVIDED
1 HOUR PARTITION
DIRECTIONAL SIGN
2 HOUR PARTITION
EXIT SIGN
3 HR FIRE RATED SELF CLOSING
3 HOUR PARTITION
ROOM NUMBER
NON RATED PARTITION
100'-0"
DOOR NUMBER
10
B B
09
TOTAL TRAVEL DISTANCE
CAPACITY
44 44
0.3 0.3
146 146 292
07 07
08
MAXIMUM OVERALL DIAGONAL 124'-8"
0102
DRAWING TITLE: 3/4 HR FIRE RATED SELF CLOSING
1 HOUR PARTITION
DIRECTIONAL SIGN
1 1/2 HR FIRE RATED SELF CLOSING
2 HOUR PARTITION
EXIT SIGN
3 HR FIRE RATED SELF CLOSING
3 HOUR PARTITION
ROOM NUMBER
NON RATED PARTITION
100'-0" 100'-0"
PATH OF TRAVEL DISTANCE
102
LEVEL 3 MEP FLOOR EGRESS PLAN 1/16" = 1'-0"
1070-04
SEAL & SIGNATURE EXIT UNITS
DEAD END 20'-0" (MAX. 20'-0")
B B
COMMON TRAVEL DISTANCE
3
N
EAST 30TH ST
SCALE: PROJECT NO:
WIDTH (INCH)
LEGEND: 3/4 HR FIRE RATED SELF CLOSING 1 1/2 HR FIRE RATED SELF CLOSING
100'-0"
102
KEY PLAN
NOTE: TABLE 1005.1 NEW YORK CITY BUILDING CODE
B
03
MAXIMUM OVERALL DIAGONAL 124'-11"
0102 NON-OCCUPIABLE ROOF
300 300 300 300 300 300
04
B B B
11
B
LEGEND:
09
*F-2 *F-2 *F-2 *F-2 *F-2 *S-2
06
B
04
10
OCCUPANCY AREA / OCCUPANT OCCUPANT LOAD REMARKS
961 1237 1332 547 342 35
EXIT STAIRS PROVIDED 05
12
06
07 07
AREA SF
TOTAL PROVIDED NOTE: TABLE 1005.1 NEW YORK CITY BUILDING CODE
05 05
B
02
05
B B
DATE ISSUANCE 09.15.2014 DOB Filing Set 12.11.2014 DOB Filing Set Rev 01 08.04.2015 Response to DOB comments 08.28.2015 Response to DOB comments 11.13.2015 Response to DOB comments
EXIT DOORS PROVIDED
01
NOTE: TABLE 1005.1 NEW YORK CITY BUILDING CODE
20'-0"
K:\1070_30th&Madison\CAD\012-Permit Set Amendment 02\Sheets\A-000s\A-001.00 EGRESS CALCULATIONS.dwg
B
CAPACITY
STAIR A DOOR
STAIR NO. A STAIR NO. B PROVIDED
06
B
01 02 03 04
EXIT STAIRS PROVIDED
60'-2"
06
12
EXIT UNITS
TOTAL PROVIDED NOTE: TABLE 1005.1 NEW YORK CITY BUILDING CODE
B B A B
REV.
EAST 31ST ST
60'-2"
05 05
B B B
02
146 146 146 146 146 730
NOTES: TABLE 1004.1.2 NEW YORK CITY BUILDING CODE ENTIRE BUILDING FULLY SPRINKLERED PER 903.2.7 ALLOWABLE MAXIMUM DEAD END: 20'-0" PER 1016.3 * ACCESSORY TO THE OCCUPANCY GROUP R-2
20'-0"
02 01
CAPACITY
0.3 0.3 0.3 0.3 0.3
NOTE: TABLE 1005.1 NEW YORK CITY BUILDING CODE
EXIT DOORS PROVIDED 01
EXIT UNITS
44 44 44 44 44
EGRESS SUMMARY: LEVEL 3 MECHANICAL
OCCUPANCY AREA / OCCUPANT OCCUPANT LOAD REMARKS
952 616 611 1335 342 164 34
NOTES: TABLE 1004.1.2 NEW YORK CITY BUILDING CODE ENTIRE BUILDING FULLY SPRINKLERED PER 903.2.7 ALLOWABLE MAXIMUM DEAD END: 20'-0" PER 1016.3 * ACCESSORY TO THE OCCUPANCY GROUP R-2
04
03
NAME
01 GENERATOR ROOM 02 MER ROOM 03 MER ROOM 04 COOLING TOWER ROOM 05 MER ROOM 06 MER ROOM 07 CLOSET TOTAL OCCUPANT LOAD
WIDTH (INCH)
PATH OF TRAVEL DISTANCE
EGRESS SUMMARY: LEVEL 2 MECHANICAL RN
STAIR NO. A STAIR NO. B STAIR NO. C STAIR NO. D STAIR NO. E PROVIDED
MADISON AVE
LEGEND:
DOOR NUMBER
COMMON TRAVEL DISTANCE TOTAL TRAVEL DISTANCE PATH OF TRAVEL DISTANCE
EGRESS CALCULATIONS DRAWING NO:
NYC DOB NO: 122128679
23
OF
65
© 2015 Handel Architects LLP
4 of 19
4
5
A-472
A-472
2 A-472
1 A-464
SIM
15
EAST 30TH STREET
OWNER Madison 30 31 LLC 352 Park Avenue South New York, New York 10010 T: 212 481 8200
1 A-472
ARCHITECT Handel Architects LLP 120 Broadway, 6th floor New York, New York 10271 T: 212 595 4112 INTERIOR DESIGNER Gachot Studios 594 Broadway Suite 509 New York, New York 10012 T: 646 666 0846 STRUCTURAL ENGINEER DeSimone Consulting Engineers 18 West 18th St, 10th Floor New York, New York 10011 T: 212 532 2211
3 A-461
MEP ENGINEER Edwards & Zuck Consulting Engineers, DPC 315 Park Avenue South, 17th Floor New York, New York 10010 T: 212 330 6200 ELEVATOR PIT
EXPEDITER JAM Consultants Inc. 104 West 29th St, 9th Floor New York, New York 10001 T: 212 244 4427
2 A-461
SSD FOR SUBSLAB CONDITIONS
VERTICAL TRANSPORTATION Van Deusen & Associates 5 Regent Stret, Suite 524 Livingston, NJ 07039 T: 973 994 9220
1
EXTERIOR WALL Vidaris Inc. 360 Park Avenue South, 15th Floor New York, NY 10010 T:212 689 53 89
BUILDING SECTION N-S THRU POOL 1/8" = 1'-0"
6 A-463 3 A-472
4 A-463
3 A-463
REV.
5 A-461
SSD FOR SUBSLAB CONDITIONS
2
DATE 12.02.2014 05.01.2015 05.12.2015 06.01.2015 06.22.2015 06.26.2015 07.08.2015
ISSUANCE SD SUBMISSION DD CHECK SET DD SET SD WALL BID SET DD WALL SET DRAFT FOUNDATION SET FOUNDATION BID SET
BUILDING SECTION N-S THRU PLUNGE & SPA POOLS 1/8" = 1'-0"
KEY PLAN
MADISON AVE
EAST 31ST ST
N
EAST 30TH ST
1 2
A-462
4
1
2
A-304
A-304
A-304
SCALE: PROJECT NO:
A-462
1070
SEAL & SIGNATURE 2
K:\1070_30th&Madison\CAD\002-Current\Sheets\A-300s\A-304.00 Enlarged Building Sections.dwg
A-451
DRAWING TITLE:
ELEVATOR PITS
ENLARGED BUILDING SECTIONS DRAWING NO:
4
BUILDING SECTION N-S THRU CELLAR EGRESS STAIR 1/8" = 1'-0"
NYC DOB NO: 122128679
28
OF
© 2015 Handel Architects LLP
WALL TYPES WT-1
NON-RATED CURTAIN WALL SYSTEM
WT-2
INACTIVE LOUVER
WT-3
ACTIVE LOUVER
WT-4
1 HR FIRE RATED CURTAIN WALL SYSTEM. ASTM E 119 COMPLIANT.
WT-5
STONE CLADDING ON CMU BACK UP
WT-6
CMU WALL
WT-7
POINT SUPPORTED GLASS STRUCTURE
MATERIAL LEGEND GL-1
CLEAR, IGU*
GL-1
CLEAR, IGU* W/ SHADOW BOX BEHIND CLEAR, HEAT STRENGTHENED, LAMINATED SAFETY GLASS
EQ. A
GL-3
EQ. B
GL-1
GL-4
CLEAR, HEAT STRENGTHENED, IGU WITH FIRE RATED INNER LITE
GL-5
CLEAR, FULLY TEMPERED, HEAT STRENGTHENED, IGU
GL-6
CLEAR, FULLY TEMPERED, HEAT STRENGTHENED, LAMINATED STRUCTURAL GLASS
TC-1
TERRA COTTA PANELS & FINS
TC-2
RAKED TERRA COTTA PANELS
TC-3
TWISTED TERRA COTTA BLADES
MTL-1
COMPOSITE METAL PANEL, KYNAR PAINTED FINISH, COLOR TBD
MTL-2
CS LOUVER WITH BACK PAN (SEE PLANS) WHERE INACTIVE, METALLIC FINISH, COLOR TBD
MTL-3
COMPOSITE METAL PANEL, METALLIC FINISH, COLOR TBD
MTL-4
COMPOSITE METAL PANEL, METALLIC FINISH, COLOR TBD
MTL-5
STRUCTURAL ALUMINUM TUBING, KYNAR PAINTED FINISH, WHITE
MTL-6
PAINTED HOLLOW METAL DOORS, COLOR TBD
MTL-7
POLISHED STAINLESS STEEL
MTL-8
GALVANIZED STEEL PIPE RAILING, KYNAR PAINTED FINISH, COLOR TBD
MTL-9
SHEET METAL RAILING CAP, KYNAR PAINTED FINSIH, COLOR TBD
GL-1
GL-1
EQ. A
BEYOND
EQ. A
MTL-10 PERFORATED ALUMINUM SHEET, ALLOY 5005 ST-1
BASALT STONE CLADDING, FINISH AND SIZE TBD
ST-2
STONE PAVING, TBD (ASKING GACHOT)
PV-1
CONCRETE PAVERS ON PEDESTALS
PV-2
EQ. A
GL-1
GL-1
7
10
A-420
A-420
15
EAST 30TH STREET
OWNER Madison 30 31 LLC 352 Park Avenue South New York, New York 10010 T: 212 481 8200 ARCHITECT Handel Architects LLP 120 Broadway, 6th floor New York, New York 10271 T: 212 595 4112 INTERIOR DESIGNER Gachot Studios 594 Broadway Suite 509 New York, New York 10012 T: 646 666 0846 STRUCTURAL ENGINEER DeSimone Consulting Engineers 18 West 18th St, 10th Floor New York, New York 10011 T: 212 532 2211 MEP ENGINEER Edwards & Zuck Consulting Engineers, DPC 315 Park Avenue South, 17th Floor New York, New York 10010 T: 212 330 6200 EXPEDITER JAM Consultants Inc. 104 West 29th St, 9th Floor New York, New York 10001 T: 212 244 4427 VERTICAL TRANSPORTATION Van Deusen & Associates 5 Regent Stret, Suite 524 Livingston, NJ 07039 T: 973 994 9220 EXTERIOR WALL Vidaris Inc. 360 Park Avenue South, 15th Floor New York, NY 10010 T:212 689 53 89
CONCRETE PAVERS ON PEDESTALS
C-1
CMU BLOCK WALL
EC-1
ELASTOMERIC COATING
GL-1 ABUTTING BUILDING *HEAT STRENGTHENED, FULLY TEMPERED, OR OUTBOARD LAMINATED GLASS AS REQUIRED BY CODE BASIS OF DESIGN FOR INSULATED GLASS UNITS TO BE GUARDIAN SUNGUARD NEUTRAL 61 HIGH PERFORMANCE LOW-E
GL-1
GL-1
GL-1
GL-1
GL-1
GL-1
EQ. A
GL-1
LOW-E COATING ON #2 SURFACE TRANSMITTANCE % - 61 REFLECTANCE OUT %- 20 REFLECTANCE IN %- 15 U VALUE- .30 SHADING COEFFICIENT- .45 SOLAR HEAT GAIN COEFFICIENT- .40 LIGHT SOLAR GAIN-1.53 NOTE: FIRE RATED OUTER LITE TO MATCH
KEY NOTES EXTENT OF ACTIVE LOUVERS TO BE COORDINATED WITH MECHANICAL DRAWINGS
EQ. A
1 2
STONE WALL W/ INTEGRATED PLANTING
3
EXTENT OF INACTIVE LOUVERS TO BE COORDINATED WITH MECHANICAL DRAWINGS
REV.
EQ. A
SHEET NOTES
GL-1
1
WALL TYPE-1 NON RATED & WALL TYPE- 4 RATED ELEVATION TYPICAL
2
1/2" = 1'-0"
TYP. FIXED WINDOW 1/2" = 1'-0"
GL-1
GL-1
GL-1
GL-1
GL-1
GL-1
3
TYP. OUTSWING AWNING WINDOW 1/2" = 1'-0"
4
TYP. SPANDREL WINDOW 1/2" = 1'-0"
1. REFER TO A-400 SERIES FOR WALL TYPES & EXTERIOR DETAILS. 2. PROVIDE TEMPERED GLASS PER CODE WHETHER EXPLICITLY INDICATED OR NOT. 3. ALL HARDWARE TO BE ADA COMPLIANT. 4. SEE A-410 SERIES FOR ASSEMBLY DETAILS INCLUDING R-VALUES FOR ENERGY COMPLIANCE 5. SEE A-200'S FOR BUILDING ELEVATIONS. 6. SEE MEP DRAWINGS FOR ACTIVE LOUVER ZONES. 7. ALL REQUIRED FIRE RATINGS TO RUN CONTINUOUS AND UNINTERRUPTED 8. SEE A-201 AND A-202 ELEVATIONS FOR EXTENT OF EXTERIOR WALL FIRE-RATED SYSTEMS 9. SEE A-105 AND A-106 PLANS FOR EXTENT OF FIRE-RATED CURTAIN WALL SYSTEM. 10. SEE ENLARGED ELEVATIONS AND FLOOR PLANS FOR WINDOW WASHING TRACK LOCATIONS. 11. WHERE FIRE RATED SYSTEM IS CALLED FOR AT THE EXTERIOR ENVELOPE, SYSTEM TO BE TESTED AND COMPLY WITH ASTM E119. 12. FIRE RATED GLASS TO MATCH NON-FIRE RATED GLASS IN ENERGY PERFORMANCE, VISUAL APPEARANCE, AND ALL AESTHETIC CRITERIA. 13. MULLIONS OF FIRE RATED SYSTEM TO BE OVERCLAD IN ALUMINUM TO MATCH PROFILES OF NON-FIRE RATED SYSTEM IN SHAPE, SIZE AND FINISH. 14. ALL WINDOW WASHING TRACKS TO RUN CONTINUOUS AND UNINTERRUPTED, TOP TO BOTTOM. 15. ELASTOMERIC COATING ON ALL EXPOSED CONCRETE/CMU SURFACES. 16. ALUMINUM WINDOWS ARE THERMALLY BROKEN, LOW-E, CLEAR GLAZED, BLACK SILICONED, ALUMINUM WINDOWS WITH OPERABLE SECTIONS WHERE INDICATED. ALL OPERABLE SECTIONS TO HAVE 4” LIMIT STOPS. SEE DRAWINGS FOR DISTRIBUTION AND DETAILS OF ASSOCIATED WALL TYPES AND EXTENT OF 1-HR RATED ASSEMBLY REQUIREMENTS.
ISSUANCE DATE 12.02.2014 SD SUBMISSION 05.01.2015 DD CHECK SET 05.12.2015 DD SET 06.01.2015 SD WALL BID SET 06.22.2015 DD WALL SET 06.26.2015 DRAFT FOUNDATION SET 07.08.2015 FOUNDATION BID SET 07.31.2015 DD WALL SET REVISION 01 10.23.2015 SUPERSTRUCTURE BID SET 11.13.2015 60% CD SET 12.21.2015 CD SUBMISSION
KEY PLAN EAST 31ST ST
LEGEND
\\Svr16\Project4\1070_30th&Madison\CAD\002-Current\Sheets\A-400s\A-411.00 WALL TYPE 1 - NON-FIRERATED CURTAIN WALL TYP..dwg
3
2
A-411
A-411
TIE BACK ANCHOR. SEE SLAB EDGE PLANS FOR LOCATION 1
9 A-420
AT WT-1
4 A-420
6
AT WT-1
A-420
AT WT-1
3 A-420
AT WT-1
TERRACOTA LOCATION TAG
2 A-420
A-420
AT WT-1
MADISON AVE
VERTICAL WINDOW WASHING TRACK LOCATION
P#
N
EAST 30TH ST
SCALE: PROJECT NO:
1070
SEAL & SIGNATURE
AT WT-1
12 PROVIDE CONCRETE RECESS CURTAIN WALL ANCHOR, TYP
15
DRAWING TITLE: E.O.S. BELOW OUTSWING AWNING WINDOW
PROPERTY LINE
BMU TRACK
TERRA COTTA PANEL
REF. FLOOR PLANS FOR FACADE MODULATION P12
5
WALL TYPE 1 NON RATED & WALL TYPE 7 RATED- PLAN TYPICAL 1/2" = 1'-0"
TERRA COTTA FIN
BMU TRACK
REF. FLOOR PLANS FOR FACADE MODULATION P13
WALL TYPE 1 - NON RATED PLANS, SECTIONS AND ELEVATIONS DRAWING NO:
A-411.00 NYC DOB NO: 122128679
64
© 2015 Handel Architects LLP
WALL TYPES
X 4" MA
1
1'-5 5/8"
2'-4 1/4"
2'-8 3/4"
1'-7"
2'-8 3/4"
NON-RATED CURTAIN WALL SYSTEM
WT-2
INACTIVE LOUVER
WT-3
ACTIVE LOUVER
WT-4
1 HR FIRE RATED CURTAIN WALL SYSTEM. ASTM E 119 COMPLIANT.
WT-5
TERRA COTTA CURTAIN WALL INFILL PANEL ASSEMBLY @ COLUMN TO ACHIEVE PERIMETER DEDUCTION: -TERRA COTTA PANEL MOUNTED W/ STEEL PAN -4" SEMI-RIGID MINERAL FIBER INSULATION W/R=4.2/INCH. - FIRESTOP SMOKE SEAL AS REQ. BY CODE BET. THE 4" MINERAL FIBER INSULATION AND THE SLAB EDGE. -CONCRETE COLUMN, ENCLOSED ON THE LEFT AND RIGHT SIDES BY 1 2"SEMI-RIGID PIN-IMPELLED MINERAL FIBER R=4.2/INCH, FOLLOWED BY 4" R-15 BATT INSULATION -GYPSUM BD.
2'-4 1/4"
WT-1
CMU WALL
WT-7
POINT SUPPORTED GLASS STRUCTURE
MATERIAL LEGEND
WALL TYPE 1 AT TERRA COTTA PANEL AT COLUMN LOCATION
10
1-1/2" = 1'-0"
WALL TYPE 1 AT OPERABLE WINDOW DETAIL
8
1-1/2" = 1'-0"
WALL TYPE 1 SHADOW BOX DETAIL 1-1/2" = 1'-0"
GL-1
CLEAR, IGU* W/ SHADOW BOX BEHIND
GL-3
CLEAR, HEAT STRENGTHENED, LAMINATED SAFETY GLASS
GL-4
CLEAR, HEAT STRENGTHENED, IGU WITH FIRE RATED INNER LITE
GL-5
CLEAR, FULLY TEMPERED, HEAT STRENGTHENED, IGU
GL-6
CLEAR, FULLY TEMPERED, HEAT STRENGTHENED, LAMINATED STRUCTURAL GLASS
TC-1
TERRA COTTA PANELS & FINS
TC-2
RAKED TERRA COTTA PANELS
TC-3
TWISTED TERRA COTTA BLADES
MTL-1
COMPOSITE METAL PANEL, KYNAR PAINTED FINISH, COLOR TBD
MTL-2
CS LOUVER WITH BACK PAN (SEE PLANS) WHERE INACTIVE, METALLIC FINISH, COLOR TBD
MTL-3
COMPOSITE METAL PANEL, METALLIC FINISH, COLOR TBD
MTL-4
COMPOSITE METAL PANEL, METALLIC FINISH, COLOR TBD
MTL-5
STRUCTURAL ALUMINUM TUBING, KYNAR PAINTED FINISH, WHITE
MTL-6
PAINTED HOLLOW METAL DOORS, COLOR TBD
MTL-7
POLISHED STAINLESS STEEL
MTL-8
GALVANIZED STEEL PIPE RAILING, KYNAR PAINTED FINISH, COLOR TBD
MTL-9
SHEET METAL RAILING CAP, KYNAR PAINTED FINSIH, COLOR TBD
MTL-10 PERFORATED ALUMINUM SHEET, ALLOY 5005
1"
10 1/4" SILL AT CONDITIONS WITHOUT HEATER. COLOR . SEE I.D. DWG'S FOR FINISHES
ST-1
BASALT STONE CLADDING, FINISH AND SIZE TBD
ST-2
STONE PAVING, TBD (ASKING GACHOT)
PV-1
CONCRETE PAVERS ON PEDESTALS
PV-2
15
EAST 30TH STREET
OWNER Madison 30 31 LLC 352 Park Avenue South New York, New York 10010 T: 212 481 8200 ARCHITECT Handel Architects LLP 120 Broadway, 6th floor New York, New York 10271 T: 212 595 4112 INTERIOR DESIGNER Gachot Studios 594 Broadway Suite 509 New York, New York 10012 T: 646 666 0846 STRUCTURAL ENGINEER DeSimone Consulting Engineers 18 West 18th St, 10th Floor New York, New York 10011 T: 212 532 2211 MEP ENGINEER Edwards & Zuck Consulting Engineers, DPC 315 Park Avenue South, 17th Floor New York, New York 10010 T: 212 330 6200 EXPEDITER JAM Consultants Inc. 104 West 29th St, 9th Floor New York, New York 10001 T: 212 244 4427 VERTICAL TRANSPORTATION Van Deusen & Associates 5 Regent Stret, Suite 524 Livingston, NJ 07039 T: 973 994 9220 EXTERIOR WALL Vidaris Inc. 360 Park Avenue South, 15th Floor New York, NY 10010 T:212 689 53 89
CONCRETE PAVERS ON PEDESTALS
C-1
CMU BLOCK WALL
EC-1
ELASTOMERIC COATING
10"
PERIMETER HEATER WHERE INDICATED MECH. DWG'S REF. I.D. DWG'S FOR FINISH AND DETAIL OF CUSTOM HEATER COVER AT ALL RUNTAL LOCATIONS
ABUTTING BUILDING
PARTITION AS INDICATED IN FLOOR PLANS
*HEAT STRENGTHENED, FULLY TEMPERED, OR OUTBOARD LAMINATED GLASS AS REQUIRED BY CODE BASIS OF DESIGN FOR INSULATED GLASS UNITS TO BE GUARDIAN SUNGUARD NEUTRAL 61 HIGH PERFORMANCE LOW-E
6"
LOW-E COATING ON #2 SURFACE TRANSMITTANCE % - 61 REFLECTANCE OUT %- 20 REFLECTANCE IN %- 15 U VALUE- .30 SHADING COEFFICIENT- .45 SOLAR HEAT GAIN COEFFICIENT- .40 LIGHT SOLAR GAIN-1.53
1"
10"
3/8"
4 5/8"
CLEAR, IGU*
GL-1
7'-2 1/8"
9
STONE CLADDING ON CMU BACK UP
WT-6
NOTE: FIRE RATED OUTER LITE TO MATCH
2 1/4"
1 1/4"
1"
KEY NOTES
7/8"
1 1/2"
3/4"
1 1/2"
TYP
TYP
1 1/8"
3/4"
MTL. SHIELD REF. ID DWG'S FOR FINISH
9.3°
1'-5 5/8"
3/4"
1 1/2"
EXTENT OF INACTIVE LOUVERS TO BE COORDINATED WITH MECHANICAL DRAWINGS
REV.
1. REFER TO A-400 SERIES FOR WALL TYPES & EXTERIOR DETAILS. 2. PROVIDE TEMPERED GLASS PER CODE WHETHER EXPLICITLY INDICATED OR NOT. 3. ALL HARDWARE TO BE ADA COMPLIANT. 4. SEE A-410 SERIES FOR ASSEMBLY DETAILS INCLUDING R-VALUES FOR ENERGY COMPLIANCE 5. SEE A-200'S FOR BUILDING ELEVATIONS. 6. SEE MEP DRAWINGS FOR ACTIVE LOUVER ZONES. 7. ALL REQUIRED FIRE RATINGS TO RUN CONTINUOUS AND UNINTERRUPTED 8. SEE A-201 AND A-202 ELEVATIONS FOR EXTENT OF EXTERIOR WALL FIRE-RATED SYSTEMS 9. SEE A-105 AND A-106 PLANS FOR EXTENT OF FIRE-RATED CURTAIN WALL SYSTEM. 10. SEE ENLARGED ELEVATIONS AND FLOOR PLANS FOR WINDOW WASHING TRACK LOCATIONS. 11. WHERE FIRE RATED SYSTEM IS CALLED FOR AT THE EXTERIOR ENVELOPE, SYSTEM TO BE TESTED AND COMPLY WITH ASTM E119. 12. FIRE RATED GLASS TO MATCH NON-FIRE RATED GLASS IN ENERGY PERFORMANCE, VISUAL APPEARANCE, AND ALL AESTHETIC CRITERIA. 13. MULLIONS OF FIRE RATED SYSTEM TO BE OVERCLAD IN ALUMINUM TO MATCH PROFILES OF NON-FIRE RATED SYSTEM IN SHAPE, SIZE AND FINISH. 14. ALL WINDOW WASHING TRACKS TO RUN CONTINUOUS AND UNINTERRUPTED, TOP TO BOTTOM. 15. ELASTOMERIC COATING ON ALL EXPOSED CONCRETE/CMU SURFACES. 16. ALUMINUM WINDOWS ARE THERMALLY BROKEN, LOW-E, CLEAR GLAZED, BLACK SILICONED, ALUMINUM WINDOWS WITH OPERABLE SECTIONS WHERE INDICATED. ALL OPERABLE SECTIONS TO HAVE 4” LIMIT STOPS. SEE DRAWINGS FOR DISTRIBUTION AND DETAILS OF ASSOCIATED WALL TYPES AND EXTENT OF 1-HR RATED ASSEMBLY REQUIREMENTS.
3/4" 3 3/4"
1'-7" SCALE: 3" = 1'-0"
7"
1'-0"
5 3/8"
SCALE: 6" = 1'-0" 6"
2"
STONE WALL W/ INTEGRATED PLANTING
3
SHEET NOTES
4 5/8" 3 3/4"
2
9"
10 1/4"
1 1/8"
NOTE: # OF RIDGES VARIES DEPENDING ON PANEL WIDTH
1"
9.3°
9.3°
1 1/8"
3 1/8"
5 3/8"
1 1/8"
EXTENT OF ACTIVE LOUVERS TO BE COORDINATED WITH MECHANICAL DRAWINGS
1
WINDOW SHADE B.O.
KEY PLAN EAST 31ST ST
6"
1 7/8"
ISSUANCE DATE 12.02.2014 SD SUBMISSION 05.01.2015 DD CHECK SET 05.12.2015 DD SET 06.01.2015 SD WALL BID SET 06.22.2015 DD WALL SET 06.26.2015 DRAFT FOUNDATION SET 07.08.2015 FOUNDATION BID SET 07.31.2015 DD WALL SET REVISION 01 10.23.2015 SUPERSTRUCTURE BID SET 11.13.2015 60% CD SET 12.21.2015 CD SUBMISSION
LEGEND
P#
1"
9.3°
9.3°
SCALE: 3" = 1'-0"
7
7/8" 1 1/2" 3/4" 1 1/2" 7/8"
TERRACOTA LOCATION TAG
WALL TYPE 1 FIXED WINDOW DETAIL 1-1/2" = 1'-0"
TIE BACK ANCHOR. SEE SLAB EDGE PLANS FOR LOCATION
3 3/4"
MADISON AVE
N
EAST 30TH ST
SCALE: PROJECT NO:
1070
SEAL & SIGNATURE
5 1/2"
6"
2"
EDGE OF SLAB
DRAWING TITLE:
5 1/2"
\\Svr16\Project4\1070_30th&Madison\CAD\002-Current\Sheets\A-400s\A-420.00 WALL TYPE 1 DETAILS - NON-FIRERATED CURTAIN WALL.dwg
5 3/8"
VERTICAL WINDOW WASHING TRACK LOCATION
TERRA COTTA CURTAIN WALL INFILL PANEL ASSEMBLY @ WALL TO ACHIEVE PERIMETER DEDUCTION: -TERRA COTTA PANEL -4" SEMI-RIGID MINERAL FIBER INSULATION W/A FRONT PAN AND MULLIONS ON THE TOP -2" SEMI-RIGID MINERAL FIBER INSULATION BET. 4" STUD FURRING W/ R-15 BATT AND THE 4" SEMI-RIGID MINERAL FIBER INSULATION W/A FRONT PAN AND MULLIONS ON THE TOP -GYPSUM BOARD
WALL TYPE 1 DETAILS - NON-FIRERATED CURTAIN WALL
2'-2 1/2" 4'-1 1/4" 4'-3"
DRAWING NO:
6
WALL TYPE 1 WALL @ TERRA COTTA PANEL AT WALL LOCATION 1 1/2" = 1'-0"
5
WALL TYPE 1 PLAN @ HIDDEN MULLION 1-1/2" = 1'-0"
4
WALL TYPE 1 PLAN 1 1/2" = 1'-0"
3
WALL TYPE 1 PLAN 1 1/2" = 1'-0"
2
WALL TYPE 1 AT WINDOW WASHING TRACK 1-1/2" = 1'-0"
1
WALL TYPE 1 AT WINDOW CORNER 1-1/2" = 1'-0"
A-420.00 NYC DOB NO: 122128679
66
© 2015 Handel Architects LLP
LEGEND
REFER TO G004 FOR ADDITIONAL SYMBOLS 1
CMU WALL
W00
PARTITION TAG - REFER TO A801
CAST-IN-PLACE CONCRETE
W/D
WASHER/ DRYER DASHED LINES INDICATE 30"x48" CLEARANCE
2
2 HOUR RATED SHAFT WALL
OPERABLE VENT INACTIVE METAL LOUVERS
ABUTTING BUILDING
WD-01 4" BORDER TYP.
04
AP
WINDOW WASHING TRACK LOCATION. REFER TO FM DRAWINGS
ROOF ##
WD-01 WD-08 30X48
TYPE X
CLOSET T1-CL
BEDROOM 2 T1-BR2
WD-01
LIVING T1-L
WD-08 : RED CUT WHITE OAK FLOORING - PLANK
ST-02 : PIETRA CORDOSA MOSAIC
WD-08
T1-CL
ST-09 : STUDIO BLACK GRANITE, FINE ADZE (WITH GROUT)
WD-01
FOYER T1-F
WD-01
ST-02
WD-08
WD-01
CLOSET T1-CL
07
VERTICAL TRANSPORTATION Van Deusen & Associates 5 Regent Stret, Suite 524 Livingston, NJ 07039 T: 973 994 9220 EXTERIOR WALL Vidaris Inc. 360 Park Avenue South, 15th Floor New York, NY 10010 T:212 689 53 89
EXTERIOR MATERIAL LEGEND PV-1 : CONCRETE PAVERS AT RESIDENTIAL TERRACE
WD-01 4" BORDER TYP.
WD-01
PV-2 : CONCRETE PAVERS MECHANICAL SETBACK
11.
ST-02
BEDROOM 2 T1-BR2 ELEVATOR LOBBY T1-01
12.
WD-01
13.
BATHROOM 2 BA-1A
14.
ST-13
15
15. 16. 17.
08
ST-02
WD-08
STAIR A ST-A
WALK IN CLOSET T1-WIC
BOH_PT-02
WD-01
LAUNDRY T1-WD
BOH_PT-02
WD-08 WD-08
TRASH ROOM T1-02
WD-08
ST-02 ST-02 WD-02
MASTER BATH MBA-2
FOYER T1-F
LIVING T1-L
WD-01
WD-01
FOYER T1-F
24. 25.
WD-01 4" BORDER TYP.
BOH_T-01
WD-08 CLOSET T1-CL
21.
WD-01
MASTER BATH MBA-1
ST-02
ST-08
BOH_ST-02
30X48
WD-01 4" BORDER TYP.
MASTER BEDROOM T1-MBR
ELECTRICAL ROOM T1-03
WD-08
18. 19. 20.
WD-02
MASTER BATH MBA-3A
WD-01 4" BORDER TYP.
EXPEDITER JAM Consultants Inc. 104 West 29th St, 9th Floor New York, New York 10001 T: 212 244 4427
KITCHEN K-1
STAIR B ST-B
WD-08
MEP ENGINEER Edwards & Zuck Consulting Engineers, DPC 315 Park Avenue South, 17th Floor New York, New York 10010 T: 212 330 6200
ST-18 : 12"x14" PIETRA CORDOSA TILE
WD-02
BOH_PT-02
CLOSET T1-CL
STRUCTURAL ENGINEER DeSimone Consulting Engineers 18 West 18th St, 10th Floor New York, New York 10011 T: 212 532 2211
ST-17 : 12"x14" CALACATTA BORGHINI TILE
MASTER BATH MBA-3B
WD-08
INTERIOR DESIGNER Gachot Studios 594 Broadway Suite 509 New York, New York 10012 T: 646 666 0846
WD-01
WD-01
CLOSET T1-CL
ARCHITECT Handel Architects LLP 120 Broadway, 6th floor New York, New York 10271 T: 212 595 4112
ST-13 : CALACATTA MOSAIC TILE
WD-01 4" BORDER TYP.
WD-08
WD-01
MATEIRAL TAG
LAUNDRY T1-WD
WD-08CLOSET
WD-01 4" BORDER TYP.
MASTER BEDROOM T1-MBR
XX-XX
TUB PARALLEL APPROACH - 30"X48" CLEAR OUTSIDE SWING OF DOOR
LAUNDRY T1-WD
WD-01 4" BORDER TYP.
TERRACOTA LOCATION TAG
WD-02 : MILLWORK WOOD
ST-13 WD-08
CLOSET T1-CL
FOYER T1-F
MASTER BEDROOM T1-MBR
TWO HOUR FIRE RATING
WD-01 : RIFT CUT WHITE OAK FLOORING
KITCHEN K-4
WD-08 CLOSET T1-CL
TRAFFIC COATING
F.O.H. FINISH LEGEND WD-01 4" BORDER TYP.
BATHROOM 2 BA-2
WD-08
WD-08 CLOSET T1-CL
HOSE BIB
TERRACE DRAIN POOL DRAIN
BOH_T-02 : 2"x2" MOSAIC TILE
LAUNDRY T1-WD
01
HB TC
LANDSCAPE DRAIN
OWNER Madison 30 31 LLC 352 Park Avenue South New York, New York 10010 T: 212 481 8200
WD-01
FOYER T1-F
LIVING T1-L
ROOF DRAIN
BOH_T-01 : 12"x12" TILES
06
ST-02
02
WD-01
RD LD TD PD
B.O.H. FINISH LEGEND
WD-08
CLOSET T1-CL
WD-01 4" BORDER TYP.
FLOOR DRAIN
WD-01
MASTER BATH MBA-4
ST-08
ROOF TAG. REFER TO 6/A491.00 FOR ADD'L INFO NUMBER TYPE
FD
THREE HOUR FIRE RATING
WD-01 4" BORDER TYP. WD-01
APT UNIT
FLOOR
ONE HOUR FIRE RATING
KITCHEN K-5
P#
WD-08 WALK IN CLOSET T1-WIC
TIER
T1
REVERSIBLE DOOR
30X48
EAST 30TH STREET
CURB CORNER GUARD
05
15
C.G.
CABLE TV BOX
TIE BACK ANCHOR. SEE SLAB EDGE PLAN FOR LOCATION MASTER BEDROOM T1-MBR
ST-02
TERRACOTA PANEL
APARTMENT PANEL
CATV
WD-01
SHADOW BOX
DIRECTION OF WOOD FLOORING
WD
LIVING T1-L
WD-01 4" BORDER TYP.
ACTIVE METAL LOUVERS
NO LEGAL LIGHT AND AIR ZONE
WD-01
MASTER BEDROOM T1-MBR
ST-02
WD-08 LAUNDRY T1-WD
ST-08
WD-01
22. 23.
MEP ENGINEERS AND GENERAL CONTRACTOR TO COORDINATE CODE COMPLIANCE OF PLUMBING FIXTURES AND APPLIANCES, AS WELL AS REQUIREMENTS FOR GAS, WATER, DRAINAGE AND ELECTRICAL. MEP AND GENERAL CONTRACTOR TO VERIFY ALL INSTALLATION REQUIREMENTS OF APPLIANCES AND PLUMBING FIXTURES WITH MILLWORKER. INTERIOR DESIGNER/MILLWORKER TO REVIEW AND COORDINATE ALL REQUIRED HINGES AND SLIDES FOR CABINETRY. MEP ENGINEER AND CONTRACTOR TO COORDINATE AND VERIFY VENTING/AIR FLOW REQUIREMENTS FOR RANGE HOOD. ARCHITECT, MEP ENGINEER AND INTERIOR DESIGNER TO COORDINATE GRILL LOCATIONS FOR HVAC UNITS WITH INTERIOR DESIGNER. ARCHITECT, MEP ENGINEER AND INTERIOR DESIGNER TO COORDINATE REQUIRED SPACE FOR HVAC UNITS HOUSING WITH INTERIOR DESIGNER. LIGHTING DESIGNER TO COORDINATE LIGHTING IN BUILT-IN MILLWORK WITH GENERAL CONTRACTOR, MILLWORKER AND INTERIOR DESIGNER. ALLOW FOR CONTINUOUS RUN OF UNDERCABINET LIGHTING AT ALL CABINETRY. ALL DECORATIVE AND ARCHITECTURAL LIGHTING TO BE DIMMABLE. ALLOW FOR EACH FIXTURE TYPE TO BE INDEPENDENTLY DIMMABLE. TO BE COORDINATE BY LIGHTING DESIGNER, ARCHITECT AND MEP ENGINEER ALLOW FOR RETURN AND SUPPLY GRILLS TO BE BRUSHED BRASS FINISH, BY ARCHITECTURAL GRILLE. VERIFY SPECIFICATION WITH ARCHITECT. MEP ENGINEER TO VERIFY AND COORDINATE OPEN AIR AND FLOW REQUIREMENTS. ACCESS PANEL DESIGN TO BE CUSTOM. ALLOW FOR CONCEALED HINGES AND HARDWARE. GFI OUTLET LOCATIONS TO BE VERIFIED AND COORDINATED MEP ENGINEER. PROVIDE BLOCKING FOR ALL ACCESSORIES AND WALL MOUNTED DECORATIVE ITEMS, TYPICAL. GENERAL CONTRACTOR TO VERIFY DURABILITY AND APPLICATION OF ALL FINISHES. REFER TO DETAIL DRAWINGS FOR FINISH THICKNESSES AND TRANSITIONS.
BATHROOMS, TYPICAL 26. TOILET SEAT HEIGHT 17” AFF, TYPICALLY. 27. MEP AND CONTRACTOR TO COORDINATE CODE COMPLIANCE OF PLUMBING FIXTURES AND REQUIREMENTS FOR WATER, DRAINAGE AND ELECTRICAL. 28. GENERAL CONTRACTOR TO VERIFY AND COORDINATE TOILET ACTUATOR HEIGHT AFF AND POSITION IN RELATIONSHIP TO TOILET, AS WELL AS VERIFY ADA COMPLIANCE. 29. ALL DECORATIVE AND ARCHITECTURAL LIGHTING TO BE DIMMABLE. ALLOW FOR EACH FIXTURE TYPE TO BE INDEPENDENTLY DIMMABLE. TO BE COORDINATE BY LIGHTING DESIGNER, ARCHITECT AND MEP ENGINEER 30. AT MASTER BATHROOMS, ALLOW FOR RETURN AND SUPPLY GRILLS TO BE POWDER COATED METAL, BY ARCHITECTURAL GRILLE. MEP ENGINEER TO VERIFY AND COORDINATE OPEN AIR AND FLOW REQUIREMENTS. 49. AT SECONDARY BATHROOMS, ALLOW FOR RETURN AND SUPPLY GRILLS TO BE STAINLESS STEEL, BY ARCHITECTURAL GRILLE. MEP ENGINEER TO VERIFY AND COORDINATE OPEN AIR AND FLOW REQUIREMENTS. 50. AT POWDER ROOMS, ALLOW FOR RETURN AND SUPPLY GRILLS TO BE BRUSHED BRASS FINISH, BY ARCHITECTURAL GRILLE. MEP ENGINEER TO VERIFY AND COORDINATE OPEN AIR AND FLOW REQUIREMENTS 51. ACCESS PANEL DESIGN TO BE CUSTOM. ALLOW FOR CONCEALED HINGES AND HARDWARE. ARCHITECT TO COORDINATE LOCATION AND SIZE THROUGH GACHOT. 52. GFI OUTLET LOCATIONS TO BE VERIFIED AND COORDINATED BY ARCHITECT AND MEP ENGINEER. 53. PROVIDE BLOCKING FOR ALL ACCESSORIES AND WALL MOUNTED DECORATIVE ITEMS, TYPICAL. 54. GC TO VERIFY DURABILITY AND APPLICATION OF ALL FINISHES. 55. REFER TO DETAIL DRAWINGS FOR FINISH THICKNESSES AND TRANSITIONS. 56. AT POWDER ROOMS, VANITY SINK TO BE SOLID SLAB CONSTRUCTION, MEP TO COORDINATE DRAIN CONNECTION WITH INTERIOR DESIGNER.
REV.
ISSUANCE DATE 12.02.2014 SD SUBMISSION 05.01.2015 DD CHECK SET 05.12.2015 DD SET 06.01.2015 SD WALL BID SET 06.22.2015 DD WALL SET 06.26.2015 DRAFT FOUNDATION SET 07.08.2015 FOUNDATION BID SET 07.31.2015 DD WALL SET REVISION 01 10.23.2015 SUPERSTRUCTURE BID SET 11.13.2015 60% CD SET 12.21.2015 CD SUBMISSION
KEY PLAN EAST 31ST ST
12 WD-08
BATHROOM 2 BA-1B
KITCHEN K-3
ST-13
WD-01
TUB PARALLEL APPROACH - 30"X48" CLEAR OUTSIDE SWING OF DOOR
WALK IN CLOSET T1-WIC
09 MADISON AVE
CLOSET T1-CL
30X48
WD-08
POWDER ROOM PR-1A
13 WD-08 CLOSET
WD-01 4" BORDER TYP.
T1-CL
WD-01 4" BORDER TYP.
30X48
SCALE: PROJECT NO:
KITCHEN K-2
WD-01 BEDROOM 2 T1-BR2
k:\1070_30th&madison\CAD\002-current\Sheets\A-700s\A-721.00 Level 7-22 Tier 1 Finish Plan.dwg
N
EAST 30TH ST
1070
SEAL & SIGNATURE
WD-01 DEN T1-D
11
10 LIVING T1-L
DRAWING TITLE:
LEVEL 7-22 TIER 1 FINISH PLAN DRAWING NO:
1
LEVEL 07~22 TIER 1 FINISH PLAN 1/4" = 1'-0"
NYC DOB NO: 122128679
20
© 2015 Handel Architects LLP
15
34'-0" 6'-541"
10"
15T @ 921"
6'-741"
8"
15T @ 921"
6'-621"
15T @ 921"
6'-621"
15T @ 921" 921"
1'-0"
921"
UP
UP
8'-334"
10161 "
6'-4167 "
8'-334"
1'-0" 15T @ 921"
8"
8'-081"
OWNER Madison 30 31 LLC 352 Park Avenue South New York, New York 10010 T: 212 481 8200
1'-0"
6'-621"
15T @ 921"
6'-7163 "
15T @ 921"
EAST 30TH STREET
1 A-501
6 A-501
10'-4" 16R @ 7 3/4"
921" 921"
681"
DN
1 A-501
3'-9"
DN
3'-9"
STAIR A
681"
STAIR B
STAIR B
8'-081"
STAIR A
UP
7 A-501
3'-9"
DN UP
DN
3'-9"
10'-4161 "
1'-0"
16R @ 7 3/4"
8'-334"
34'-0" 8'-334"
ARCHITECT Handel Architects LLP 120 Broadway, 6th floor New York, New York 10271 T: 212 595 4112
6'-7163 "
15T @ 921"
INTERIOR DESIGNER Gachot Studios 594 Broadway Suite 509 New York, New York 10012 T: 646 666 0846
34'-0"
34'-0"
6
STAIR A/B PLAN @ 31' FLOOR MID-LANDING 02 (LV 1,3) 1/4" = 1'-0"
STRUCTURAL ENGINEER DeSimone Consulting Engineers 18 West 18th St, 10th Floor New York, New York 10011 T: 212 532 2211
11 A-501
10'-4" 16R @ 7 3/4"
STAIR A/B PLAN @ 31' FLOOR MID-LANDING 01 (LV 3) 1/4" = 1'-0"
31'-0" 48R @ 7 3/4" EA.
11
MEP ENGINEER Edwards & Zuck Consulting Engineers, DPC 315 Park Avenue South, 17th Floor New York, New York 10010 T: 212 330 6200
34'-0" 6'-621"
15T @ 921" 921"
1'-0"
34'-0" 3'-4"
8'-334"
2"
6'-541"
10"
17T @ 921"
6'-621"
15T @ 921" 921"
3'-9"
1'-0"
UP
DN
UP STAIR A
UP
DN
VERTICAL TRANSPORTATION Van Deusen & Associates 5 Regent Stret, Suite 524 Livingston, NJ 07039 T: 973 994 9220
1 A-501
EXTERIOR WALL Vidaris Inc. 360 Park Avenue South, 15th Floor New York, NY 10010 T:212 689 53 89
1'-0" 15T @ 921"
921"
6'-7163 "
15T @ 921"
EXPEDITER JAM Consultants Inc. 104 West 29th St, 9th Floor New York, New York 10001 T: 212 244 4427
10 A-501
8'-334"
34'-0"
1'-0"
6'-421"
10"
15T @ 921"
8'-1134"
15T @ 921"
9 A-501
10'-4" 16R @ 7 3/4"
6'-621"
8"
STAIR B
1 A-501
3'-9"
DN
921" 8'-334"
681"
STAIR B
UP
3'-9"
STAIR A
8'-081"
DN
10'-4" 16R @ 7 3/4"
15T @ 921"
3'-4"
3'-9"
2"
681"
6'-741"
8"
8'-081"
8'-334"
34'-0"
STAIR A/B PLAN @ 31' FLOOR MID-LANDING 01 (LV 1) 1/4" = 1'-0"
34'-0"
34'-0" 8'-1141"
12T @ 921"
DN
STAIR B
UP
DN
STAIR A
1 A-501
UP
STAIR G
DN
1 A-501
8'-334"
6'-621"
8"
15T @ 921"
921"
13'-134"
1'-0"
18T @ 921"
1'-0"
3'-9"
681"
3'-6"
3'-9"
1'-0"
28'-1058"
6'-7163 "
15T @ 921"
15T @ 921"
5'-441"
921"
8'-441"
834"
2T @ 921"
UP
7 A-501
10'-4" 16R @ 7 3/4"
681"
STAIR A
3'-9"
STAIR B
UP
STAIR F
8 A-501
921"
1'-0"
UP
DN
4'-1121"
17T @ 921"
7T @ 921"
681"
1'-0"
3'-9"
3'-9"
921"
8'-081"
6'-621"
15T @ 921"
3'-9"
15T @ 921"
3'-9"
6'-741"
8"
8'-081"
8'-334"
10'-4" 16R @ 7 3/4"
5
1/4" = 1'-0"
31'-0" 48R @ 7 3/4" EA.
STAIR A/B PLAN @ MECH FLOOR (LV 3)
1'-534"
10
9
STAIR A/B PLAN @ 31' FLOOR MID-LANDING 02 (LV 2,4)
4
1/4" = 1'-0"
STAIR A/B/F/G PLAN @ GROUND FLOOR LEVEL 1 1/4" = 1'-0"
8'-558"
REV.
6 A-501
10'-4" 16R @ 7 3/4"
34'-0"
34'-0"
3'-4"
3'-9"
7T @ 921"
3'-4"
5 A-501
3'-9"
1 A-501
KEY PLAN
6'-421"
10"
1'-0"
7'-278"
1'-0" 15T @ 921"
18T @ 921"
7T @ 921"
6'-741"
12T @ 921"
3'-9"
6'-7163 "
15T @ 921"
7'-334" 6'-8" MIN.
921" 921" 8'-334"
EAST 31ST ST
4 A-501
MADISON AVE
681"
10'-4" 16R @ 7 3/4"
DN
11'-721" 18R @ 7 34"
3'-9"
UP
1 A-501
3'-9"
DN
STAIR F
8'-081"
STAIR G STAIR B
7'-058" 6'-8" MIN.
UP
STAIR A
UP
4"
UP
DN DN
6'-338"
7T @ 921" 921"
1'-0"
10'-4" 16R @ 7 3/4"
4"
921"
31'-0" 48R @ 7 3/4" EA.
12T @ 921"
8'-8"
6'-621"
15T @ 921"
681"
15T @ 921" 1'-0"
8'-081"
6'-541"
10"
3'-9"
34'-0" 8'-334"
ISSUANCE DATE 12.02.2014 SD SUBMISSION 05.01.2015 DD CHECK SET 05.12.2015 DD SET 06.01.2015 SD WALL BID SET 06.22.2015 DD WALL SET 06.26.2015 DRAFT FOUNDATION SET 07.08.2015 FOUNDATION BID SET 07.31.2015 DD WALL SET REVISION 01 10.23.2015 SUPERSTRUCTURE BID SET 11.13.2015 60% CD SET 12.21.2015 CD SUBMISSION
34'-0"
34'-0"
N
EAST 30TH ST
3
1/4" = 1'-0"
13'-0" 21R @ 7 167 "
8'-0169 "
1/4" = 1'-0"
STAIR F/G PLAN @ CELLAR
34'-0"
UP STAIR F
1 A-501
4"
STAIR G
1 A-501
10"
921"
1'-0" 15T @ 921"
15T @ 921"
6'-7163 "
8'-741"
7T @ 921"
34'-0"
34'-0"
7
STAIR A/B PLAN @ MECH FLOOR (LV 2, 4) 1/4" = 1'-0"
ENLARGED STAIR 1 STAIR DETAILS DRAWING NO:
12T @ 921"
3'-9"
DRAWING TITLE:
2 A-501
4'-11167 "
UP
4'-11167 "
3'-4"
8R @ 7 167 "
921"
8'-0169 "
6'-621"
7T @ 921"
13R @ 7 167 "
3'-9"
13'-0" 21R @ 7 167 "
12T @ 921"
3'-4"
8R @ 7 167 "
DN
921" 6'-421"
SEAL & SIGNATURE
3'-9"
4"
3'-9"
STAIR A
UP
2"
3'-9"
UP
DN
K:\1070_30th&Madison\CAD\002-Current\Sheets\A-500s\A-500 MSTER.dwg
6'-721" 3'-4"
681"
921"
8'-081"
6'-621"
15T @ 921"
1'-0"
STAIR B
8'-334"
AS NOTED 1070
SCALE: PROJECT NO:
3 A-501
34'-0" 15T @ 921"
3'-4"
3'-9"
2"
681"
6'-541"
10"
8'-081"
8'-334"
11'-821" 19R @ 7 13 32"
STAIR A/B PLAN @ 31' FLOOR MID-LANDING 01 (LV 2,4)
13R @ 7 167 "
8
2
STAIR F/G PLAN @ SUBCELLAR 1/4" = 1'-0"
1
STAIR A/B SECTION 1/4" = 1'-0"
NYC DOB NO: 122128679
70
© 2015 Handel Architects LLP
15
EAST 30TH STREET
18'-1169 "
3'-1121"
13'-158"
4'-1115 16"
1'-0"
3'-121"
OWNER Madison 30 31 LLC 352 Park Avenue South New York, New York 10010 T: 212 481 8200
26'-2" 5'-741"
3 A-505
INTERIOR DESIGNER Gachot Studios 594 Broadway Suite 509 New York, New York 10012 T: 646 666 0846
19R @ 7 15 32"
STRUCTURAL ENGINEER DeSimone Consulting Engineers 18 West 18th St, 10th Floor New York, New York 10011 T: 212 532 2211 MEP ENGINEER Edwards & Zuck Consulting Engineers, DPC 315 Park Avenue South, 17th Floor New York, New York 10010 T: 212 330 6200
2 A-505
9R @ 7 15 32"
11'-10161 "
7'-2"
11'-321"
ARCHITECT Handel Architects LLP 120 Broadway, 6th floor New York, New York 10271 T: 212 595 4112
EXPEDITER JAM Consultants Inc. 104 West 29th St, 9th Floor New York, New York 10001 T: 212 244 4427
7'-7163 "
1 A-505
EXTERIOR WALL Vidaris Inc. 360 Park Avenue South, 15th Floor New York, NY 10010 T:212 689 53 89
5"
8'-858"
14R @ 7 15 32"
VERTICAL TRANSPORTATION Van Deusen & Associates 5 Regent Stret, Suite 524 Livingston, NJ 07039 T: 973 994 9220
4
STAIR C SECTION 1/4" = 1'-0"
8"
19T @ 10 41"
4'-0" 1'-0"
4 A-505
3
REV.
ISSUANCE DATE 12.02.2014 SD SUBMISSION 05.01.2015 DD CHECK SET 05.12.2015 DD SET 06.01.2015 SD WALL BID SET 06.22.2015 DD WALL SET 06.26.2015 DRAFT FOUNDATION SET 07.08.2015 FOUNDATION BID SET 07.31.2015 DD WALL SET REVISION 01 10.23.2015 SUPERSTRUCTURE BID SET 11.13.2015 60% CD SET 12.21.2015 CD SUBMISSION
STAIR C PLAN @ GROUND FLOOR LEVEL 1 1/4" = 1'-0"
11'-9167 " 19T @ 10 41"
6'-10" 8T @ 10 41"
4'-741"
11'-141"
1041"
13T @ 10 41"
KEY PLAN EAST 31ST ST
19 A-510
MADISON AVE
20 A-510
4 A-505
N
EAST 30TH ST
AS NOTED 1070
SCALE: PROJECT NO: SEAL & SIGNATURE
2
STAIR C PLAN @ CELLAR 1/4" = 1'-0"
1041" 13T @ 10 41"
K:\1070_30th&Madison\CAD\002-Current\Sheets\A-500s\A-500 MSTER.dwg
DRAWING TITLE:
4 A-505
ENLARGED STAIR 5 STAIR DETAILS 17,18 A-510
1
DRAWING NO:
STAIR C PLAN @ SUBCELLAR 1/4" = 1'-0"
NYC DOB NO: 122128679
70
© 2015 Handel Architects LLP
Millennium Hollywood Handel Architects | Oct, 2014 - Jun, 2015 | Hollywood, CA | 570,000 sqf Zoning study, Massing study, Core study, Schematic Design
[ Massing Study 01 ] OPTION 01A
OPTION 01A
BASELINE WEST SIDE(PER MAR 09 FEEDBACK - 15,726 PLATE) 19 FLOORS ABOVE 220’
MILLENNIUM HOLLYWOOD
MILLENNIUM HOLLYWOOD
WEST SITE TOWER STUDY - OPTION 01A (MAR 09 FEEDBACK)
BASELINE WEST SIDE(PER MAR 09 FEEDBACK - 15,726 PLATE) 19 FLOORS ABOVE 220’
550’
EAST SITE TOWER STUDY - OPTION 01A (MAR 09 FEEDBACK)
HANDEL ARCHITECTS FOR MILLENNIUM PARTNERS LAST UPDATED: 17 MARCH 2015
HANDEL ARCHITECTS FOR MILLENNIUM PARTNERS LAST UPDATED: 17 MARCH 2015
550’ SITE SUMMARY
EAST SITE
SITE AREA FAR BASE ALLOWABLE FLOOR AREA
554’ 19 LEVELS TOTAL
39
495’
23 LEVELS TOTAL
GFA: 308,794 SF ZFA: 274,890 SF (48.23%)
31 30 29 28 27 26 25 24 23
ABOVE 220’ 23 RESI TOWER LEVELS (11,312 GFA TYPICAL)
16 LEVELS TOTAL
BELOW 220’ 8 RESI TOWER LEVELS (15,726 GFA TYPICAL)
241’
GFA: 266,046 SF ZFA: 239,362 SF (49.59%)
3 LEVELS @ 13’
33 32
16 LEVELS @ 11’
34
22 21 20
5 RESI PODIUM LEVELS (17,973 GFA TYPICAL) 16 LEVELS TOTAL MINI-LOFT UNITS TO CREATE VALUE ON LOWER FLOORS ASSUME 5,032 SF/FL ON MEZZANINES
12 RESI PODIUM LEVELS (17,314 GFA TYPICAL)
4 3
TOTAL GFA: 741,521 SF TOTAL ZFA: 569,973 SF
AMENITY PASSAGE BEYOND
MECHANICAL
RESIDENTIAL LOBBY
RESIDENTIAL CONDO
PARKING
11
16 LEVELS BELOW 220'
10
19 LEVELS ABOVE 220'
9 8 7
4
4 3 2 1M MEZZ EZZ
2
1
1
LEVEL B1
2 LEVELS @ 14’
WEST SITE
RETAIL BEYOND
12
3
2
TOTAL PROJECT DEVELOPMENT: 1,420,203 GSF 1,052,667 ZSF
RESIDENTIAL AMENITY
150’
13
6
1
RETAIL
(TYPICAL RESI PODIUM FLOOR PLATES: 17,314 GSF)
14
5
TOTAL GFA: 678,682 SF TOTAL ZFA: 482,694 SF
BUSTLE TOTAL EXCLUDING MEZZ AREA: 15,726 GSF (2,246 GSF/LEVEL OVER 7 LEVELS)
15
2 LEVELS @ 18’-6”
1 LEVEL LOBBIES / RETAIL / ETC
GFA: 412,636 SF ZFA: 243,332 SF (50.41%)
AMENITY PAVILION (30,719 GSF / 27,977 ZSF)
220’
17 16
14 13 12 11 10 9
(TYPICAL PODIUM PLATES: 17,973 GSF)
53’
GFA: 432,727 SF ZFA: 295,083 SF (51.77%)
19 18
15
2 LEVELS PARKING
123,517 ZFA 595,291 ZFA
569,973 ZFA 98,199 ZFA 482,694 ZFA
LEVEL B2
EAST SITE
CONNECTION FROM CORE TO AMENITY PAVILION (ASSUME NOTCOUNTED AS STORY FROM VINE STREET)
B2 B1 GROUND VINE 1 MEZZ 1 MEZZ 2 1 MEZZ 3 2 2 MEZZ 3 3 MEZZ 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 MPH
FLOOR TO FLOOR
14.0 14.0 50.0 10.0 10.0 30.0 18.50 8.00 18.50 8.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 21.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 13.00 13.00 13.00 40.0
14' 0" 14' 0" # 50' 0" 10' 0" 10' 0" 30' 0" 18' 6" 8' 0" 18' 6" 8' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 21' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 13' 0" 13' 0" 13' 0" 40' 0"
RATIO
RET/F&B
UNIT COUNT
SPACES
2sp/1,000gsf
36
2.25sp/unit
CONDO STACKER SPACES
814
TOTAL SPACES PVD
1,033
RESI FLOOR GFA NFA (@84% OF GFA) UNIT FACTOR (OF NFA)
ZFA DISTRIBUTION 560,475 470,799 1,425
SITE SUMMARY
SITE AREA FAR BASE ALLOWABLE FLOOR AREA TRANSFERRED FA TO WEST SITE EXISTING BUILDINGS TO REMAIN FA
274,890 48.23%
TOTAL ZFA BELOW 220' 779
TOTAL UNITS
330
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
ZONING F.A.
(GFA)
(NFA)
(ZFA)
(GFA)
(ZFA)
-14' 0" 0' 0" 50' 0" 10' 0" 20' 0" 50' 0" 68' 6" 68' 6" 87' 0" 87' 0" 98' 0" 109' 0" 120' 0" 131' 0" 142' 0" 153' 0" 164' 0" 175' 0" 186' 0" 197' 0" 208' 0" 219' 0" 240' 0" 251' 0" 262' 0" 273' 0" 284' 0" 295' 0" 306' 0" 317' 0" 328' 0" 339' 0" 350' 0" 361' 0" 372' 0" 383' 0" 394' 0" 405' 0" 416' 0" 429' 0" 442' 0" 455' 0" 495' 0"
78,620 78,620 53,796 34,105 18,323 34,104 34,120 5,032 32,544 5,032 17,973 17,973 17,973 17,973 17,973 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 10,000 898,761
15,097 15,097 15,097 15,097 15,097 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 -
17,409 7,438 32,036 4,630 30,523 4,630 16,535 16,535 16,535 16,535 16,535 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 -
78,620 66,694 35,662 18,323 18,323 34,104
432,150
569,973
251,726
RETAIL/F&B SPACES
-
295,083
% BELOW 220'
NET F.A.
ZONING F.A.
GROSS F.A.
NET F.A.
ZONING F.A.
(GFA)
(NFA)
(ZFA)
(GFA)
(NFA)
(ZFA)
10,283 7,748 -
9,872 7,438 -
-
-
-
BALCONY
CONDO
GROSS F.A.
438 376 75 33 33 78
1,033
18,031
-
17,310
GROSS F.A.
CONDO COMMON/AMENITY
ZONING F.A.
-
51.77%
DEVELOPABLE FLOOR AREA EAST SITE FLOOR AREA DEVELOPED IN THIS SCHEME DELTA
SERVICE/MECH
ZONING F.A.
GROSS F.A.
NET F.A.
ZONING F.A.
(GFA)
(ZFA)
(GFA)
(NFA)
(ZFA)
11,926
15,097 4,227 15,097 4,227 15,097 15,097 15,097 15,097 15,097 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210
16,535 4,630 16,535 4,630 16,535 16,535 16,535 16,535 16,535 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 -
1,018.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,254.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00
16,147
15,501
-
14,571
13,989
-
37,027
-
560,475
470,799
515,637
59,616
-
-
38,570
7,537 -
-
8,034
10,000 29,960
-
LEVEL
FLOOR TO FLOOR
B2 B1 GROUND VINE # GROUND ARGYLE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 LEVELS BELOW 220' 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 MPH
23 LEVELS ABOVE 220'
MECHANICAL
RESIDENTIAL CONDO
PARKING
MASSING STUDY EAST & WEST
NOTES ALL FIGURES APPROXIMATE BELOW GRADE PARKING ASSUMES VALET SERVED DOUBLE STACKERS. AT GRADE PARKING ASSUMES VALET SERVED PULL-IN. ABOVE GRADE PARKING ASSUMES SELF PARK PULL-IN. GROSS TO ZONING FACTOR ASSUMPTIONS: 4% RETAIL/F&B, 8% CONDO ASSUMES ONLY ZONING FLOOR AREA IN ABOVE & BELOW 220' CALCUATION ASSUMES ALLOWABLE MEZZANINE AREA IS 1/3 OF NET FLOOR PLATE AREA
SK-001.1 2
425 94,032 221 250 125,756 503
TOTAL SPACES PVD
724
RATIO 2sp/1,000gsf 2sp/1,000gsf 2.25sp/unit
USE RETAIL OFFICE CONDO
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
ZONING F.A.
(GFA)
(NFA)
(ZFA)
(GFA)
(ZFA)
10' 0" 10' 0" 23' 0" 14' 0" 14' 0" 16' 0" 18' 0" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 23' 4"
-20' 0" -10' 0" 23' 0" 23' 0" 37' 0" 53' 0" 71' 0" 84' 4" 97' 8" 110' 12" 124' 4" 137' 8" 150' 12" 164' 4" 177' 8" 190' 12" 204' 4" 217' 8" 241' 0"
62,878 75,378 57,469 46,567 37,916 37,916 25,000 17,314 17,314 17,314 17,314 17,314 17,314 17,314 17,314 17,314 17,314 17,314 17,314
17,705 10,480 24,000 15,929 15,929 15,929 15,929 15,929 15,929 15,929 15,929 15,929 15,929 15,929 15,929
11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 13' 0" 13' 0" 13' 0" 13' 0" 13' 0" 50' 0"
252' 0" 263' 0" 274' 0" 285' 0" 296' 0" 307' 0" 318' 0" 329' 0" 340' 0" 351' 0" 362' 0" 373' 0" 384' 0" 395' 0" 406' 0" 417' 0" 428' 0" 439' 0" 452' 0" 465' 0" 478' 0" 491' 0" 504' 0" 554' 0"
11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 5,870
10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 -
62,878 62,878
ZFA DISTRIBUTION
PUBLIC OPEN SPACE
TOTAL ZFA ABOVE GRADE NUMBER OF TOWER FLOORS TYP TOWER PLATE GFA
33 11,665
TOTAL SITE AREA (E+W) RQD. % OF SITE AREA TOTAL REQUIRED
194,495
NFA (@85% OF GFA) UNIT FACTOR (OF NFA)
397,752 1,250
ACHIEVED WEST SITE
15,908
TOTAL UNITS
318
NEEDED EAST SITE
26,881
765
RETAIL SPACES
OFFICE
CONDO
22%
TOTAL ZFA ABOVE 220' % ABOVE 220'
42,789
TOTAL ZFA BELOW 220' % BELOW 220'
CONDO COMMON/AMENITY
NET F.A.
ZONING F.A.
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
NET F.A.
(GFA)
(NFA)
(ZFA)
(GFA)
(NFA)
(ZFA)
(GFA)
(NFA)
(ZFA)
(GFA)
(NFA)
(ZFA)
(GFA)
(NFA)
9,283 10,480 -
9,670 10,917
-
3,659 -
3,811 -
-
-
14,717 14,717 14,717 14,717 14,717 14,717 14,717 14,717 14,717 14,717 14,717 14,717
-
11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312 11,312
9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615 9,615
10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 10,407 -
3,659
467,944
397,752
430,508
-
-
15,929 15,929 15,929 15,929 15,929 15,929 15,929 15,929 15,929 15,929 15,929 15,929
17,314 17,314 17,314 17,314 17,314 17,314 17,314 17,314 17,314 17,314 17,314 17,314
-
4,764 24,000 -
4,962
25,000
482,694 239,362 49.59% 243,332 50.41%
SERVICE/MECH
GROSS F.A.
-
-
27,980 33,026 33,026 -
UNIT COUNT
SPACES 41 8 716
TOTAL SPACES RQD
PARKING
HEIGHT (TOP OF LVL)
PROGRAM SUBTOTAL
AMENITY PASSAGE BEYOND
RESIDENTIAL LOBBY
MAR 17, 2015
PARKING REQUIRED
GSF/SPACE/PULL-IN GFA PULL-IN SPACES PULL-IN GSF/SPACE/STACKERS GFA BELOW GRADE SPACES BELOW GRADE
ZONING F.A. (ZFA)
-
-
-
5,870
-
-
28,764
32,040
-
-
12,500 6,000 7,670
-
-
RESIDENTIAL AMENITY
RETAIL BEYOND
SK-001.1 1
115,866 SF 6 SF 695,196 SF 98,199 SF 114,303 SF
482,694 ZFA 482,694 ZFA 0 ZFA
TOTAL BUILDING PROGRAM
GROSS F.A.
7,851 -
17,973 5,032 17,973 5,032 17,973 17,973 17,973 17,973 17,973 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726
PARKING PROVIDED
569,973
TOTAL ZFA ABOVE GRADE
743
TOTAL SPACES RQD
PARKING
HEIGHT (TOP OF LVL)
PROGRAM SUBTOTAL
RETAIL
MASSING STUDY EAST & WEST
219
TOTAL ZFA ABOVE 220' % ABOVE 220'
TOTAL BUILDING PROGRAM LEVEL
31 30 29 28 27 26 25 24 23 22 21 20
16
150’
1 LEVEL AMENITY
7 LEVELS @ 11’
217’-8”
1 LEVEL LOBBIES / RETAIL / ETC
PREVIOUS TRANSFER FA FROM EAST SITE PREVIOUS DEVELOPED FA WITH TRANSFER
WEST SITE FLOOR AREA DEVELOPED IN THIS SCHEME TRANSFER FROM EAST SITE FOR THIS SCHEME REMAINDER AVAILABLE FOR EAST SITE
34 33 32
19 18 17
220’
BELOW 220’
142’
2 LEVEL AMENITY
5 LEVELS @ 11’
219’
*ASSUMES ALLOWABLE MEZZANINE AREA IS
25,318 ZFA LESS THAN ENTITLEMENT SCHEME REQ: 98,199 ZFA TRANSFER AREA AVAILABLE REMAIN ON EAST: 482,694 ZFA
PARKING REQUIRED USE
PULL-IN SPACES
35
19 LEVELS ABOVE 220’
35
455’
78,629.0 SF 6.0 SF 471,774.0 SF
(TYPICAL TOWER FLOOR PLATES: 11,312 GSF)
36
23 LEVELS ABOVE 220’
(ALL TOWER FLOOR PLATES: 15,726 GSF)
455’
1/3 OF NET FLOOR PLATE AREA
504’
38 37
504’
16 LEVELS BELOW 220’
495’
16 LEVELS BELOW 220’
ABOVE 220’ 19 RESI TOWER LEVELS (15,726 GFA TYPICAL)
2 RESI PODIUM LOFT LEVELS (23,005 GFA TYPICAL)
PARKING PROVIDED
554’
WEST SITE
816,938
-
482,694
219,788
-
-
20,587
-
19,764
3,811
-
29,962
-
(0) Remaining to absorb NOTES ALL FIGURES APPROXIMATE BELOW GRADE PARKING ASSUMES VALET SERVED DOUBLE STACKERS. AT GRADE PARKING ASSUMES VALET SERVED PULL-IN. ABOVE GRADE PARKING ASSUMES SELF PARK PULL-IN. PARKING FACTOR ASSUMPTION: PULL-IN/SELF PARK@425gsf/space, DOUBLE STACKERS@250gsf/space. GROSS TO ZONING FACTOR ASSUMPTIONS: 4% RETAIL/F&B, 8% CONDO ASSUMES ONLY ZONING FLOOR AREA IN ABOVE & BELOW 220' CALCUATION
MAR 17, 2015
[ Massing Study 02 ] OPTION 01B
OPTION 01B
BASELINE WEST SIDE(PER MAR 09 FEEDBACK - 15,726 PLATE) 20 FLOORS ABOVE 220’
507’
39
467’
ABOVE 220’ 23 RESI TOWER LEVELS (11,195 GFA TYPICAL)
BELOW 220’ GFA: 263,355 SF ZFA: 236,886 SF (49.98%)
22 21 20
220’
16 LEVELS TOTAL 219’
BELOW 220’
*ASSUMES ALLOWABLE MEZZANINE AREA IS
147’ 217’-8”
2 LEVEL AMENITY
19 18 17 16
MINI-LOFT UNITS TO CREATE VALUE ON LOWER FLOORS ASSUME 5,384 SF/FL ON MEZZANINES
12 RESI PODIUM LEVELS (16,746 GFA TYPICAL)
14 13 12 11 10 9 8 7
2 LEVELS PARKING (TYPICAL PODIUM PLATES: 19,230 GSF)
53’
GFA: 426,504 SF ZFA: 289,358 SF (50.00%)
6
1 LEVEL LOBBIES / RETAIL / ETC
3
TOTAL GFA: 751,024 SF TOTAL ZFA: 578,716 SF
34 33 32
RETAIL BEYOND
AMENITY PASSAGE BEYOND
MECHANICAL
RESIDENTIAL LOBBY
RESIDENTIAL CONDO
PARKING
(TYPICAL RESI PODIUM FLOOR PLATES: 16,746 GSF)
14
150’
13 12
15 LEVELS BELOW 220'
11 10
20 LEVELS ABOVE 220'
9 8 7 6 5 4
4 3 2 1M MEZZ EZZ
3
1
1
LEVEL B1
2 LEVELS @ 14’
WEST SITE TOTAL PROJECT DEVELOPMENT: 1,420,202 GSF 1,052,667 ZSF
RESIDENTIAL AMENITY
220’
15
2
TOTAL GFA: 669,178 SF TOTAL ZFA: 473,951 SF
BUSTLE TOTAL EXCLUDING MEZZ AREA: 24,525 GSF (2,246 GSF/LEVEL OVER 7 LEVELS)
LEVEL
31 30 29 28 27 26 25 24 23 22 21 20
16
1
AMENITY PAVILION (30,719 GSF / 27,977 ZSF)
LEVEL B2
EAST SITE
CONNECTION FROM CORE TO AMENITY PAVILION (ASSUME NOTCOUNTED AS STORY FROM VINE STREET)
B2 B1 GROUND VINE 1 MEZZ 1 MEZZ 2 1 MEZZ 3 2 2 MEZZ 3 3 MEZZ 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 MPH
FLOOR TO FLOOR
14.0 14.0 50.0 10.0 10.0 30.0 18.50 8.00 18.50 8.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 22.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 13.00 13.00 13.00 40.0
14' 0" 14' 0" # 50' 0" 10' 0" 10' 0" 30' 0" 18' 6" 8' 0" 18' 6" 8' 0" 12' 0" 12' 0" 12' 0" 12' 0" 12' 0" 12' 0" 12' 0" 12' 0" 12' 0" 12' 0" 12' 0" 22' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 13' 0" 13' 0" 13' 0" 40' 0"
MASSING STUDY EAST & WEST
RATIO
219
RET/F&B
UNIT COUNT
SPACES
2sp/1,000gsf
36
RESI FLOOR GFA NFA (@84% OF GFA) UNIT FACTOR (OF NFA)
123,517 ZFA 595,291 ZFA
2.25sp/unit
CONDO
578,716 ZFA 106,942 ZFA 473,951 ZFA
STACKER SPACES
814
TOTAL SPACES PVD
1,033
SITE SUMMARY
ZFA DISTRIBUTION 569,978 478,781 1,425
578,716
TOTAL ZFA ABOVE GRADE TOTAL ZFA ABOVE 220' % ABOVE 220'
756
TOTAL SPACES RQD
792
TOTAL UNITS
HEIGHT
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
ZONING F.A.
(GFA)
(NFA)
(ZFA)
(GFA)
(ZFA)
-14' 0" 0' 0" 50' 0" 10' 0" 20' 0" 50' 0" 68' 6" 68' 6" 87' 0" 87' 0" 99' 0" 111' 0" 123' 0" 135' 0" 147' 0" 159' 0" 171' 0" 183' 0" 195' 0" 207' 0" 219' 0" 241' 0" 252' 0" 263' 0" 274' 0" 285' 0" 296' 0" 307' 0" 318' 0" 329' 0" 340' 0" 351' 0" 362' 0" 373' 0" 384' 0" 395' 0" 406' 0" 417' 0" 428' 0" 441' 0" 454' 0" 467' 0" 507' 0"
78,620 78,620 53,796 34,105 18,323 34,104 35,377 5,384 33,801 5,384 19,230 19,230 19,230 19,230 19,230 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 10,000 908,264
16,153 16,153 16,153 16,153 16,153 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 -
17,409 7,438 33,193 4,954 31,680 4,954 17,691 17,691 17,691 17,691 17,691 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 -
78,620 66,694 35,662 18,323 18,323 34,104
437,430
578,716
251,726
-
RETAIL/F&B
336
SPACES
CONDO
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
NET F.A.
ZONING F.A.
(GFA)
(NFA)
(ZFA)
(GFA)
(NFA)
(ZFA)
438 376 75 33 33 78
10,283 7,748 -
9,872 7,438 -
-
1,033
18,031
-
17,310
GROSS F.A.
ZONING F.A.
-
DEVELOPABLE FLOOR AREA EAST SITE FLOOR AREA DEVELOPED IN THIS SCHEME DELTA
50.00%
ZONING F.A.
GROSS F.A.
NET F.A.
ZONING F.A.
(GFA)
(ZFA)
(GFA)
(NFA)
(ZFA)
11,926
16,153 4,523 16,153 4,523 16,153 16,153 16,153 16,153 16,153 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210
17,691 4,954 17,691 4,954 17,691 17,691 17,691 17,691 17,691 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 -
1,018.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,254.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00 1,792.00
16,147
15,501
-
14,571
13,989
-
37,027
-
569,978
478,781
524,379
59,616
-
-
38,570
7,537 -
-
8,034
10,000 29,960
-
LEVEL
FLOOR TO FLOOR
B2 B1 GROUND VINE # GROUND ARGYLE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 LEVELS BELOW 220' 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 MPH
23 LEVELS ABOVE 220'
MECHANICAL
RESIDENTIAL CONDO
PARKING
MASSING STUDY EAST & WEST
SK-001.1 3
724
RATIO 2sp/1,000gsf 2sp/1,000gsf 2.25sp/unit
USE RETAIL OFFICE CONDO
TOTAL SPACES RQD
PARKING
HEIGHT
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
ZONING F.A.
(GFA)
(NFA)
(ZFA)
(GFA)
(ZFA)
10' 0" 10' 0" 23' 0" 14' 0" 14' 0" 16' 0" 18' 0" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 23' 4"
-20' 0" -10' 0" 23' 0" 23' 0" 37' 0" 53' 0" 71' 0" 84' 4" 97' 8" 110' 12" 124' 4" 137' 8" 150' 12" 164' 4" 177' 8" 190' 12" 204' 4" 217' 8" 241' 0"
62,878 75,378 57,472 46,567 37,916 37,916 25,000 16,746 16,746 16,746 16,746 16,746 16,746 16,746 16,746 16,746 16,746 16,746 16,746
17,708 10,480 24,000 15,406 15,406 15,406 15,406 15,406 15,406 15,406 15,406 15,406 15,406 15,406 15,406
11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 13' 0" 13' 0" 13' 0" 13' 0" 13' 0" 50' 0"
252' 0" 263' 0" 274' 0" 285' 0" 296' 0" 307' 0" 318' 0" 329' 0" 340' 0" 351' 0" 362' 0" 373' 0" 384' 0" 395' 0" 406' 0" 417' 0" 428' 0" 439' 0" 452' 0" 465' 0" 478' 0" 491' 0" 504' 0" 554' 0"
11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 5,870
10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 -
62,878 62,878
SPACES
ZFA DISTRIBUTION
PUBLIC OPEN SPACE
TOTAL ZFA ABOVE GRADE NUMBER OF TOWER FLOORS TYP TOWER PLATE GFA
33 11,665
NFA (@85% OF GFA) UNIT FACTOR (OF NFA)
389,671 1,250
TOTAL UNITS
312
750
RETAIL
OFFICE
TOTAL SITE AREA (E+W) RQD. % OF SITE AREA TOTAL REQUIRED
194,495
ACHIEVED WEST SITE
15,908
NEEDED EAST SITE
26,881
22%
TOTAL ZFA ABOVE 220' % ABOVE 220'
42,789
TOTAL ZFA BELOW 220' % BELOW 220'
CONDO COMMON/AMENITY
CONDO
NET F.A.
ZONING F.A.
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
NET F.A.
(GFA)
(NFA)
(ZFA)
(GFA)
(NFA)
(ZFA)
(GFA)
(NFA)
(ZFA)
(GFA)
(NFA)
(ZFA)
(GFA)
(NFA)
9,286 10,480 -
9,673 10,917
-
3,659 -
3,811 -
-
-
14,234 14,234 14,234 14,234 14,234 14,234 14,234 14,234 14,234 14,234 14,234 14,234
-
11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195 11,195
9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516 9,516
10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 10,299 -
3,659
458,437
389,671
421,762
-
-
15,406 15,406 15,406 15,406 15,406 15,406 15,406 15,406 15,406 15,406 15,406 15,406
16,746 16,746 16,746 16,746 16,746 16,746 16,746 16,746 16,746 16,746 16,746 16,746
-
4,764 24,000 -
4,962
25,000
473,951 236,886 49.98% 237,064 50.02%
SERVICE/MECH
GROSS F.A.
-
-
27,980 33,026 33,026 -
UNIT COUNT
SPACES 41 8 701
ZONING F.A. (ZFA)
-
-
-
5,870
-
-
28,764
32,040
-
-
12,500 6,000 7,670
-
807,434
-
473,951
219,788
-
-
20,590
-
19,766
3,811
-
29,962
-
0 Remaining to absorb NOTES ALL FIGURES APPROXIMATE BELOW GRADE PARKING ASSUMES VALET SERVED DOUBLE STACKERS. AT GRADE PARKING ASSUMES VALET SERVED PULL-IN. ABOVE GRADE PARKING ASSUMES SELF PARK PULL-IN. PARKING FACTOR ASSUMPTION: PULL-IN/SELF PARK@425gsf/space, DOUBLE STACKERS@250gsf/space. GROSS TO ZONING FACTOR ASSUMPTIONS: 4% RETAIL/F&B, 8% CONDO ASSUMES ONLY ZONING FLOOR AREA IN ABOVE & BELOW 220' CALCUATION
NOTES ALL FIGURES APPROXIMATE BELOW GRADE PARKING ASSUMES VALET SERVED DOUBLE STACKERS. AT GRADE PARKING ASSUMES VALET SERVED PULL-IN. ABOVE GRADE PARKING ASSUMES SELF PARK PULL-IN. GROSS TO ZONING FACTOR ASSUMPTIONS: 4% RETAIL/F&B, 8% CONDO ASSUMES ONLY ZONING FLOOR AREA IN ABOVE & BELOW 220' CALCUATION ASSUMES ALLOWABLE MEZZANINE AREA IS 1/3 OF NET FLOOR PLATE AREA
SK-001.1 4
MAR 17, 2015
TOTAL SPACES PVD
(TOP OF LVL)
PROGRAM SUBTOTAL
AMENITY PASSAGE BEYOND
RESIDENTIAL LOBBY
425 94,032 221 250 125,756 503
-
RESIDENTIAL AMENITY
RETAIL BEYOND
473,951 ZFA 473,951 ZFA (0) ZFA
PARKING REQUIRED
GSF/SPACE/PULL-IN GFA PULL-IN SPACES PULL-IN GSF/SPACE/STACKERS GFA BELOW GRADE SPACES BELOW GRADE
TOTAL BUILDING PROGRAM
SERVICE/MECH
GROSS F.A.
7,851 -
19,230 5,384 19,230 5,384 19,230 19,230 19,230 19,230 19,230 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726
115,866 SF 6 SF 695,196 SF 106,942 SF 114,303 SF
289,358
% BELOW 220'
CONDO COMMON/AMENITY
BALCONY
PARKING PROVIDED
SITE AREA FAR BASE ALLOWABLE FLOOR AREA TRANSFERRED FA TO WEST SITE EXISTING BUILDINGS TO REMAIN FA
289,358 50.00%
TOTAL ZFA BELOW 220'
PARKING
(TOP OF LVL)
PROGRAM SUBTOTAL
RETAIL
PULL-IN SPACES
TOTAL BUILDING PROGRAM
17
2
16,575 ZFA LESS THAN ENTITLEMENT SCHEME REQ: 106,942 ZFA TRANSFER AREA AVAILABLE REMAIN ON EAST: 473,951 ZFA
TRANSFER FROM EAST SITE FOR THIS SCHEME REMAINDER AVAILABLE FOR EAST SITE
PARKING REQUIRED USE
35
2 LEVELS @ 18’-6”
5 4 4
GFA: 405,823 SF ZFA: 237,064 SF (50.02%)
WEST SITE FLOOR AREA DEVELOPED IN THIS SCHEME
36
15
150’
1 LEVEL AMENITY
1 LEVEL LOBBIES / RETAIL / ETC
PREVIOUS TRANSFER FA FROM EAST SITE PREVIOUS DEVELOPED FA WITH TRANSFER
19 18
6 LEVELS @ 12’
241’
5 RESI PODIUM LEVELS (19,230 GFA TYPICAL)
5 LEVELS @ 12’
7 RESI TOWER LEVELS (15,726 GFA TYPICAL)
3 LEVELS @ 13’
23 LEVELS TOTAL
GFA: 324,520 SF ZFA: 289,358 SF (50.00%)
17 LEVELS @ 11’
31 30 29 28 27 26 25 24 23
20 LEVELS ABOVE 220’
34 33 32
15 LEVELS TOTAL
PARKING PROVIDED 78,629.0 SF 6.0 SF 471,774.0 SF
(TYPICAL TOWER FLOOR PLATES: 11,195 GSF)
37
35
(ALL TOWER FLOOR PLATES: 15,726 GSF)
23 LEVELS ABOVE 220’
504’
467’
16 LEVELS BELOW 220’
507’
15 LEVELS BELOW 220’
ABOVE 220’
RETAIL
504’
38
1/3 OF NET FLOOR PLATE AREA
HANDEL ARCHITECTS FOR MILLENNIUM PARTNERS LAST UPDATED: 17 MARCH 2015
SITE SUMMARY SITE AREA FAR BASE ALLOWABLE FLOOR AREA
20 LEVELS TOTAL
20 RESI TOWER LEVELS (15,726 GFA TYPICAL)
EAST SITE TOWER STUDY - OPTION 01B (MAR 09 FEEDBACK)
WEST SITE TOWER STUDY - OPTION 01B (MAR 09 FEEDBACK) HANDEL ARCHITECTS FOR MILLENNIUM PARTNERS LAST UPDATED: 17 MARCH 2015
550’
EAST SITE 554’
2 RESI PODIUM LOFT LEVELS (24,614 GFA TYPICAL)
MILLENNIUM HOLLYWOOD
MILLENNIUM HOLLYWOOD
BASELINE WEST SIDE(PER MAR 09 FEEDBACK - 15,726 PLATE) 20 FLOORS ABOVE 220’
550’
554’
WEST SITE
MAR 17, 2015
[ Massing Study 03 ] OPTION 02
OPTION 02
STEPPING SETBACKS WEST SIDE 19 FLOORS ABOVE 220’ (MIGHT BE ABLE TO GET 20)
MILLENNIUM HOLLYWOOD
MILLENNIUM HOLLYWOOD
SITE SUMMARY
39
495’
34 33 32
455’ 23 LEVELS TOTAL
GFA: 308,794 SF ZFA: 274,890 SF (47.85%)
31 30 29 28 27 26 25 24 23
ABOVE 220’ 23 RESI TOWER LEVELS (11,297 GFA TYPICAL)
16 LEVELS TOTAL
BELOW 220’ 8 RESI TOWER LEVELS (15,726 GFA TYPICAL)
241’
GFA: 265,701 SF ZFA: 239,045 SF (49.99%)
3 LEVELS @ 13’
35
455’
16 LEVELS @ 11’
(ALL TOWER FLOOR PLATES: 15,726 GSF)
5 RESI PODIUM LEVELS
219’
34 33 32
16
7 LEVELS @ 11’
ADDITIONAL VALUE CREATED BY STEP BACK TERRACES
150’
1 LEVEL AMENITY
5 LEVELS @ 11’
2 LEVELS PARKING MINI-LOFT UNITS TO CREATE VALUE ON LOWER FLOORS ASSUME 5,862 AND 5,653 GSF TWO MEZZANINES
1 LEVEL LOBBIES / RETAIL / ETC
4
GFA: 408,069 SF ZFA: 239,130 SF (50.01%)
3
TOTAL GFA: 746,501 SF TOTAL ZFA: 574,492 SF
2 1
AMENITY PAVILION (30,719 GSF / 27,977 ZSF)
BUSTLE TOTAL EXCLUDING MEZZ AREA: 20,832 GSF (WITH 12’ STEPPING SETBACKS)
TOTAL GFA: 673,770 SF TOTAL ZFA: 478,175 SF
15
LEVEL 1 MEZZ. 3 LEVEL 1 MEZZ. 2 LEVEL 1 MEZZ. LEVEL 1
RESIDENTIAL AMENITY
11
RETAIL BEYOND
AMENITY PASSAGE BEYOND
MECHANICAL
RESIDENTIAL LOBBY
RESIDENTIAL CONDO
PARKING
MASSING STUDY EAST & WEST
16 LEVELS BELOW 220'
10
19 LEVELS ABOVE 220'
9 8 7 6 5 4
4 3 2 1 MEZZ
3 2 1
LEVEL B2
TOTAL PROJECT DEVELOPMENT: 1,420,271 GSF 1,052,667 ZSF
150’
12
1
1
LEVEL B1
2 LEVELS @ 14’
WEST SITE
RETAIL
(TYPICAL RESI PODIUM FLOOR PLATES: 16,934 GSF)
14 13
2 LEVELS @ 18’-6”
53’
220’
17
12 RESI PODIUM LEVELS (16,934 GFA TYPICAL)
16 LEVELS BELOW 220’
217’-8”
123,517 ZFA 595,291 ZFA
WEST SITE FLOOR AREA DEVELOPED IN THIS SCHEME
574,492 ZFA
TRANSFER FROM EAST SITE FOR THIS SCHEME REMAINDER AVAILABLE FOR EAST SITE
102,718 ZFA 478,175 ZFA
LEVEL B2
EAST SITE
B2 B1 GROUND VINE 1 MEZZ 1 MEZZ 2 1 MEZZ 3 2 2 MEZZ 3 3 MEZZ 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 MPH
FLOOR TO FLOOR
14.0 14.0 50.0 10.0 10.0 30.0 18.50 8.00 18.50 8.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 21.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 13.00 13.00 13.00 40.0
14' 0" 14' 0" # 50' 0" 10' 0" 10' 0" 30' 0" 18' 6" 8' 0" 18' 6" 8' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 21' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 13' 0" 13' 0" 13' 0" 40' 0"
PROGRAM SUBTOTAL
RETAIL
SK-001.1 5 MAR 17, 2015
PULL-IN SPACES
219
RET/F&B
RATIO
UNIT COUNT SPACES
2sp/1,000gsf
36
RESI FLOOR GFA NFA (@84% OF GFA) UNIT FACTOR (OF NFA)
CONDO STACKER SPACES
814
TOTAL SPACES PVD
1,033
2.25sp/unit
SITE SUMMARY
ZFA DISTRIBUTION 567,031 476,306 1,425
TOTAL ZFA ABOVE GRADE TOTAL ZFA ABOVE 220' % ABOVE 220'
TOTAL BUILDING PROGRAM LEVEL
31 30 29 28 27 26 25 24 23 22 21 20 19 18
16 LEVELS BELOW 220’
142’
GFA: 437,707 SF ZFA: 299,602 SF (52.15%)
20,799 ZFA LESS THAN ENTITLEMENT SCHEME REQ: 102,718 ZFA TRANSFER AREA AVAILABLE REMAIN ON EAST: 478,175 ZFA
36
BELOW 220’
1/3 OF NET FLOOR PLATE AREA
1 LEVEL LOBBIES / RETAIL / ETC
PREVIOUS TRANSFER FA FROM EAST SITE PREVIOUS DEVELOPED FA WITH TRANSFER
PARKING REQUIRED USE
574,492
752 TOTAL ZFA BELOW 220'
TOTAL SPACES RQD
788
TOTAL UNITS
334
% BELOW 220'
PARKING
HEIGHT
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
ZONING F.A.
(TOP OF LVL)
(GFA)
(NFA)
(ZFA)
(GFA)
(ZFA)
-14' 0" 0' 0" 50' 0" 10' 0" 20' 0" 50' 0" 68' 6" 68' 6" 87' 0" 87' 0" 98' 0" 109' 0" 120' 0" 131' 0" 142' 0" 153' 0" 164' 0" 175' 0" 186' 0" 197' 0" 208' 0" 219' 0" 240' 0" 251' 0" 262' 0" 273' 0" 284' 0" 295' 0" 306' 0" 317' 0" 328' 0" 339' 0" 350' 0" 361' 0" 372' 0" 383' 0" 394' 0" 405' 0" 416' 0" 429' 0" 442' 0" 455' 0" 495' 0"
78,620 78,620 53,796 34,105 18,323 34,104 35,133 5,862 35,133 5,653 19,446 18,702 17,958 17,214 16,470 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 10,000 903,741
16,335 15,710 15,085 14,460 13,835 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 -
17,409 7,438 32,891 5,393 32,920 5,201 17,890 17,206 16,521 15,837 15,152 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 -
78,620 66,694 35,662 18,323 18,323 34,104
432,089
574,492
251,726
-
RETAIL/F&B SPACES
ZONING F.A.
GROSS F.A.
NET F.A.
ZONING F.A.
(NFA)
(ZFA)
(GFA)
(NFA)
(ZFA)
10,283 7,748 -
9,872 7,438 -
1,033
RESIDENTIAL AMENITY
18,031
-
17,310
CONDO COMMON/AMENITY
BALCONY
NET F.A.
(GFA)
-
CONDO
GROSS F.A.
438 376 75 33 33 78
GROSS F.A.
ZONING F.A.
-
DEVELOPABLE FLOOR AREA EAST SITE FLOOR AREA DEVELOPED IN THIS SCHEME DELTA
52.15%
GROSS F.A.
NET F.A.
ZONING F.A.
(ZFA)
(GFA)
(NFA)
(ZFA)
7851 0
17,585 4,924 16,960 4,749 16,335 15,710 15,085 14,460 13,835 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210 13,210
19,259 5,393 18,575 5,201 17,890 17,206 16,521 15,837 15,152 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 14,468 -
749 0 1254 0 1254 2006 2006 2006 2006 2006 1842 1868 1886 1900 1916 1928 1934 1934 1934 1940 1946 1946 1954 1960 1966 1972 1978 1978 1982 1986 1990 1994 1998 2000 2002 2006
567,031
476,306
521,668
64027
8,034
-
14199
13,631
14943
14,346
-
35,514
-
0
-
7,537 -
36994
10,000 29,960
-
LEVEL
FLOOR TO FLOOR
B2 B1 GROUND VINE # GROUND ARGYLE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 LEVELS BELOW 220' 16
AMENITY PASSAGE BEYOND
MECHANICAL
RESIDENTIAL LOBBY
RESIDENTIAL CONDO
PARKING
MASSING STUDY EAST & WEST
SK-001.1 6 MAR 17, 2015
NOTES ALL FIGURES APPROXIMATE BELOW GRADE PARKING ASSUMES VALET SERVED DOUBLE STACKERS. AT GRADE PARKING ASSUMES VALET SERVED PULL-IN. ABOVE GRADE PARKING ASSUMES SELF PARK PULL-IN. GROSS TO ZONING FACTOR ASSUMPTIONS: 4% RETAIL/F&B, 8% CONDO ASSUMES ONLY ZONING FLOOR AREA IN ABOVE & BELOW 220' CALCUATION ASSUMES ALLOWABLE MEZZANINE AREA IS 1/3 OF NET FLOOR PLATE AREA
425 94,032 221 250 125,756 503
TOTAL SPACES PVD
724
23 LEVELS ABOVE 220'
17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 MPH
USE RETAIL OFFICE CONDO
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
ZONING F.A.
(GFA)
(NFA)
(ZFA)
(GFA)
(ZFA)
-20' 0" -10' 0" 23' 0" 23' 0" 37' 0" 53' 0" 71' 0" 84' 4" 97' 8" 110' 12" 124' 4" 137' 8" 150' 12" 164' 4" 177' 8" 190' 12" 204' 4" 217' 8" 241' 0"
62,878 75,378 57,462 46,567 37,916 37,916 25,000 16,934 16,934 16,934 16,934 16,934 16,934 16,934 16,934 16,934 16,934 16,934 16,934
17,699 10,480 24,000 15,579 15,579 15,579 15,579 15,579 15,579 15,579 15,579 15,579 15,579 15,579 15,579
11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 11' 0" 13' 0" 13' 0" 13' 0" 13' 0" 13' 0" 50' 0"
252' 0" 263' 0" 274' 0" 285' 0" 296' 0" 307' 0" 318' 0" 329' 0" 340' 0" 351' 0" 362' 0" 373' 0" 384' 0" 395' 0" 406' 0" 417' 0" 428' 0" 439' 0" 452' 0" 465' 0" 478' 0" 491' 0" 504' 0" 554' 0"
11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 5,870
10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 -
62,878 62,878 27,980 33,026 33,026 -
-
RATIO 2sp/1,000gsf 2sp/1,000gsf 2.25sp/unit
UNIT COUNT
SPACES 41 8 708
TOTAL SPACES RQD
PARKING
HEIGHT (TOP OF LVL)
10' 0" 10' 0" 23' 0" 14' 0" 14' 0" 16' 0" 18' 0" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 13' 4" 23' 4"
TOTAL ZFA ABOVE GRADE 33 11,665
TOTAL SITE AREA (E+W) RQD. % OF SITE AREA TOTAL REQUIRED
194,495
NFA (@85% OF GFA) UNIT FACTOR (OF NFA)
393,583 1,250
ACHIEVED WEST SITE
15,908
TOTAL UNITS
315
NEEDED EAST SITE
26,881
757
RETAIL SPACES
ZFA DISTRIBUTION
PUBLIC OPEN SPACE
NUMBER OF TOWER FLOORS TYP TOWER PLATE GFA
OFFICE
22%
TOTAL ZFA ABOVE 220' % ABOVE 220'
42,789
TOTAL ZFA BELOW 220' % BELOW 220'
CONDO COMMON/AMENITY
CONDO
NET F.A.
ZONING F.A.
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
NET F.A.
ZONING F.A.
GROSS F.A.
NET F.A.
(GFA)
(NFA)
(ZFA)
(GFA)
(NFA)
(ZFA)
(GFA)
(NFA)
(ZFA)
(GFA)
(NFA)
(ZFA)
(GFA)
(NFA)
9,276 10,480 -
9,663 10,917
-
-
-
3,659 -
3,811 -
-
-
-
15,579 15,579 15,579 15,579 15,579 15,579 15,579 15,579 15,579 15,579 15,579 15,579
16,934 16,934 16,934 16,934 16,934 16,934 16,934 16,934 16,934 16,934 16,934 16,934
14,394 14,394 14,394 14,394 14,394 14,394 14,394 14,394 14,394 14,394 14,394 14,394
-
11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297 11,297
9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602 9,602
10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 10,393 -
3,659
463,039
393,583
425,996
4,962
25,000
50.01%
SERVICE/MECH
GROSS F.A.
-
478,175 239,045 49.99% 239,130
4,764 24,000 -
ZONING F.A. (ZFA)
-
-
-
-
5,870
-
-
28,764
32,040
-
-
12,500 6,000 7,670
PROGRAM SUBTOTAL
RETAIL BEYOND
478,175 ZFA 478,175 ZFA (0) ZFA
PARKING REQUIRED
GSF/SPACE/PULL-IN GFA PULL-IN SPACES PULL-IN GSF/SPACE/STACKERS GFA BELOW GRADE SPACES BELOW GRADE
TOTAL BUILDING PROGRAM
SERVICE/MECH
ZONING F.A.
(GFA)
-
115,866 SF 6 SF 695,196 SF 102,718 SF 114,303 SF
299,602
GROSS F.A.
11,926
20,934 5,862 20,190 5,653 19,446 18,702 17,958 17,214 16,470 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726 15,726
PARKING PROVIDED
SITE AREA FAR BASE ALLOWABLE FLOOR AREA TRANSFERRED FA TO WEST SITE EXISTING BUILDINGS TO REMAIN FA
274,890 47.85%
35
220’
16 LEVELS TOTAL
2 RESI LOFT/AMENITY PODIUM LEVELS
78,629.0 SF 6.0 SF 471,774.0 SF
(TYPICAL TOWER FLOOR PLATES: 11,297 GSF)
37
504’
19 LEVELS ABOVE 220’
495’
504’
38
23 LEVELS ABOVE 220’
ABOVE 220’
PARKING PROVIDED
SITE AREA FAR BASE ALLOWABLE FLOOR AREA
19 LEVELS TOTAL
*ASSUMES ALLOWABLE MEZZANINE AREA IS
HANDEL ARCHITECTS FOR MILLENNIUM PARTNERS LAST UPDATED: 17 MARCH 2015
HANDEL ARCHITECTS FOR MILLENNIUM PARTNERS LAST UPDATED: 17 MARCH 2015
550’
EAST SITE 554’
19 RESI TOWER LEVELS (15,726 GFA TYPICAL)
EAST SITE TOWER STUDY - OPTION 02
WEST SITE TOWER STUDY - OPTION 02
STEPPING SETBACKS WEST SIDE 19 FLOORS ABOVE 220’ (MIGHT BE ABLE TO GET 20)
550’
554’
WEST SITE
812,026
-
478,175
219,788
-
-
20,580
-
0 Remaining to absorb NOTES ALL FIGURES APPROXIMATE BELOW GRADE PARKING ASSUMES VALET SERVED DOUBLE STACKERS. AT GRADE PARKING ASSUMES VALET SERVED PULL-IN. ABOVE GRADE PARKING ASSUMES SELF PARK PULL-IN. PARKING FACTOR ASSUMPTION: PULL-IN/SELF PARK@425gsf/space, DOUBLE STACKERS@250gsf/space. GROSS TO ZONING FACTOR ASSUMPTIONS: 4% RETAIL/F&B, 8% CONDO ASSUMES ONLY ZONING FLOOR AREA IN ABOVE & BELOW 220' CALCUATION
19,757
3,811
-
29,962
-
[ Core 01 ]
[ Core 02 ]
[ Core 03 ]
[ Core 04 ]
[ Core 05 ]
[ Core 06 ]
[ Buidling Section ]
[ Basement 01 ]
[ Basement 02 ]
[ Ground FL. - Ivar Ave. ]
[ Ground FL. - Ivar Ave. / Parking 01 ]
[ Parking 02]
[ Parking 03 ]
[ Amenity 01 / Mezz. ]
[ Amenity 02 / Tower 02 ]
[ Amenity 03 / Tower 03 ]
[ Amenity 04 / Tower 04~06 ]
[ Tower 07~08 ]
[ Tower 09~35 ]
VIEW FROM SOUTH EAST
EW FROM NORTH EAST
[ Scheme 01] IEW FROM SOUTH EAST
[ Scheme 04]
VIEW FROM SOUTH EAST
VIEW FROM SOUTH EAST
VIEW FROM SOUTH EAST
[ Scheme 08]
VIEW FROM NORTH EAST
VIEW FROM SOUTH EAST
VIEW FROM NORTH EAST
[ Scheme 10] VIEW FROM NORTH EAST
[ Scheme 07] VIEW FROM NORTH EAST
VIEW FROM SOUTH EAST
[ Scheme 09] VIEW FROM NORTH EAST
[ Scheme 06] VIEW FROM NORTH EAST
[ Scheme 03] VIEW FROM SOUTH EAST
VIEW FROM NORTH EAST
[ Scheme 05] IEW FROM NORTH EAST
[ Scheme 02] VIEW FROM SOUTH EAST
VIEW FROM SOUTH EAST
VIEW FROM SOUTH EAST
[ Scheme 11] VIEW FROM NORTH EAST
VIEW FROM NORTH EAST
Parcel O Handel Architects | Dec, 2014 - Feb, 2015 | The Yards, Washington, D.C | 125,500 sqf Unit Layout Design, Facade Study, Design Submission Package
A
B
A
D
B
D+n
C
n
EXTENT OF CANOPY ABOVE
PLANTER TERRACE
CANOPY
PH2 TERRACE 367 SF
PLANTER
EXTENT OF PROJECTION ON SECOND LEVEL
PLANTER TERRACE
PLANTER
TERRACE
TERRACE
PLANTER
LV1 T.O.F.F EL. +12'-5"
FOLD-UP "GARAGE DOOR" GLASS + STEEL FACADE SYSTEM
ROOM 01 11 RETAIL 10869 SF
RESI TERRACE
LV1 T.O.S.
PH1 2 BED 1018 SF
EL. +12'-2" PH1 TERRACE 1026 SF
PH2 2 BED 1057 SF
W/D
W/D
RETAIL EXHAUST ABOVE
STORAGE
UP STAIR B STAIR A
ROOM 07 8 TRASH RM. 753 SF
PE 1
UP
DN
STORAGE
DN
PE 1
20
ELEC. CLOSET
ELEC. CLOSET W/D
PE 1
STAIR A
PRIVACY SCREEN
W/D
CORRIDOR 860 SF
PLANTER FOLD-UP "GARAGE DOOR" GLASS + STEEL FACADE SYSTEM
PH3 TERRACE 884 SF
PH3 3 BED 1373 SF
W/D
PRIVACY SCREEN RETAIL EXHAUST ABOVE
20
STAIR B
W/D
ELEV.
W/D
PH7 1 BED 980 SF
PH6 2 BED 1090 SF
PH4 2 BED+ 1728 SF
PH5 2 BED+ 1076 SF
PH4 TERRACE 362 SF
22 ED SF 725SF
PLANTER
PE 1
RESI TERRACE 20 20
ENTRY CANOPY ABOVE
ROOM 13 10 FCC 162 SF
AMEN. TERRACE 1184 SF
GARAGE DOOR
ROOM 12 9 MAIL 237 SF
BALCONY
ROOM 02 12 PKG ACCESS 3098 SF
T.O.F.F.
ROOM 11 1 VESTIBULE 119 SF
BALCONY
8 AMENITY 1081 SF
EL. +12'-9"
2 RESI LOBBY ROOM 10 693 SF
T.O.S. EL. +12'-6"
PRIVACY SCREEN 0,0 ORIGIN POINT
TERRACE
2" SEISMIC GAP BETWEEN O-1 AND O-2 1" GAP ON EACH PARCEL
BUILDING O_2
[ Level PH ]
[ Level 1 ]
CANOPY BELOW
CANOPY BELOW. DRAINS, LIGHTS, GUTTERS TO BE COORDINATED
JULIET BALCONY & DOORS (TYP.)
BALCONY ABOVE
4 1 BED+ 881 SF
5 1 BED+ 881 SF
3 2 BED+ 1307 SF
JULIET BALCONY & DOORS (TYP.)
6 1 BED+ 881 SF
W/D
7 1 BED+ 881 SF
W/D
8 1 BED+ 881 SF
W/D
W/D
9 1 BED+ 881 SF W/D
10 2 BED+ 1224 SF
W/D
SKYLIGHT
W/D
TRASH & RECYCLE CLOSET ELEC. CLOSET
STAIR A
OPEN TO BELOW
SKYLIGHT
26 2 BED 1087 SF 850~925SF
PLANTER
OPEN TO BELOW
OPEN TO BELOW
TERRACE BELOW
STAIR B
ELEV.
13 2 BED 971 SF
ST 601 SF
PE 1
12 2 BED 964 SF
W/D
DEN
ELEVATOR OVERRUN
11 2 BED 1093 SF
PH6 1 BED
PH7 1 BED
W/D
SKYLIGHT
W/D
STAIR B
14
2 BED 1095 SF
SKYLIGHT
W/D
2
BALCONY ABOVE
SKYLIGHT
ELEC. CLOSET W/D
PE 1
SKYLIGHT
OPEN TO BELOW
TERRACE BELOW
CORRIDOR 950 SF
W/D
27 1 BED 635 SF 620~725SF
SLOPE UP
JULIET BALCONY & DOORS (TYP.)
OPEN TO BELOW
PH5 1 BED
OPEN TO BELOW
OPEN TO BELOW
PH4 1 BED
DEN
OPEN TO BELOW
BALCONY BELOW
W/D
13 TERRACE 186 SF
OPEN TO BELOW
W/D
CANOPY BELOW
1 ST 575 SF
13 TERRACE 928 SF
45 ST 602 SF
13 TERRACE 1032 SF
13 TERRACE 1226 SF
13 TERRACE 215 SF
PRIVACY SCREENS
PRIVACY SCREENS
REFER LANDSCAPE DWGS.
PRIVACY SCREENS
[ Level PH2 ]
[ Level 2~3 ]
[ Alternative 01 ]
PLANTER TERRACE TERRACE
PLANTER
PLANTER
PLANTER
PLANTER
TERRACE
TERRACE
PLANTER
TERRACE
PLANTER
TERRACE
TERRACE
PLANTER TERRACE
PLANTER
TERRACE
TERRACE
TERRACE
PLANTER TERRACE
BALCONY ABOVE 18 2 BED 1049 SF
19 1 BED+ 753 SF
20 1 BED 663 SF
21 1 BED 663 SF
W/D
W/D
23 1 BED+ 798 SF
22 1 BED 663 SF
24 1 BED+ 932 SF
W/D
PLANTER
W/D
W/D
TERRACE W/D
TRASH & RECYCLE CLOSET
25 1 BED+ 731 SF
CORRIDOR 924 SF
W/D
ELEC. CLOSET
STAIR A
OPEN MECHANICAL AREA
ELEC. CLOSET STAIR B
W/D
PE 1
W/D
W/D W/D
17 2 BED 1077 SF
29 ST 601 SF
PE 1
28 2 BED 971 SF
27 1 BED 635 SF
26 2 BED 1099 SF
W/D
PLANTER
22 D SF 25SF
PLANTER
T.O. BLDG. EL. +129'-10"
PENTHOUSE FLAT ROOF AREA T.O.S. BLDG ROOF EL. +128'-7"
W/D
BALCONY ABOVE
W/D
PENTHOUSE FLAT ROOF AREA
BALCONY ABOVE W/D 16 ST ###### 575 SF
CANOPY BELOW
30 ST 602 SF
TERRACE
[ Roof ]
[ Level 4 ]
1 A10.01
BALCONY
BALCONY
BALCONY
BALCONY
BALCONY
BALCONY
BALCONY
BALCONY
BALCONY
BALCONY
BALCONY 18 2 BED 1049 SF
19 1 BED+ 753 SF
20 1 BED 663 SF
W/D
21 1 BED 663 SF 620~725SF
W/D
22 1 BED 663 SF
4TH FLOOR TERRACE BELOW
27 1 BED 635 SF 620~725SF
26 2 BED 1087 SF 850~925SF
PLANTER
W/D W/D
TRASH & RECYCLE CLOSET
CORRIDOR 924 SF
W/D
ELEC. CLOSET
STAIR B
W/D
PE 1
17 2 BED 1077 SF
ELEC. CLOSET
STAIR A
W/D
29 ST 601 SF
PE 1
28 2 BED 971 SF
27 1 BED 635 SF
W/D
26 2 BED 1099 SF
BALCONY
W/D
W/D BALCONY
BALCONY
W/D 16 ST ###### 575 SF
30 ST 602 SF
[ Level 5~10 ]
[ Alternative 02 ]
PL
PL
T.O.S. LEVEL PH HT. 109’-10”
DARK METAL-FRAME WINDOWS WITH METAL SPANDREL FLOOR SLAB COVER
RESIDENTIAL BALCONY
DARK METAL WINDOW FRAME WITH LOW-E GLASS
DARK METAL WINDOW FRAME WITH TINTED LOW-E GLASS
T.O. PARAPET HT. 43’-0” BRICK
T.O.S. LEVEL 3 HT. 28’-2” 9’-9” TYP. T.O.S. LEVEL 2 HT. 18’-5” DARK METAL STOREFRONT WINDOWS
TINGEY STREET
STREETSCAPE
PARCEL O_1
43’-0”
27’-0”
91’-11”
RES. ENTRY
PARCEL O_2
[ West Elevation ] PL
PL ARCHITECTURAL EMBELLISHMENT
T.O.S. LEVEL PH HT. 109’-10”
RESIDENTIAL BALCONY
DARK METAL WINDOW FRAME WITH LOW-E GLASS
T.O. PARAPET HT. 43’-0” BRICK
T.O.S. LEVEL 3 HT. 28’-2” 9’-9” TYP. T.O.S. LEVEL 2 HT. 18’-5” DARK METAL STOREFRONT WINDOWS
5TH ST.
STREETSCAPE
PARCEL O_1
STREETSCAPE
4TH STREET
30’-0”
15’-3”
202’-5”
20’-0”
43’-0”
[ North-East View ]
[ North Elevation ] PL
PL
T.O.S. LEVEL PH HT. 109’-10”
RESIDENTIAL BALCONY
DARK METAL WINDOW FRAME WITH LOW-E GLASS
T.O. PARAPET HT. 43’-0” BRICK
T.O.S. LEVEL 3 HT. 28’-2” 9’-9” TYP. T.O.S. LEVEL 2 HT. 18’-5” DARK METAL STOREFRONT WINDOWS
DARK METAL PANEL TO MATCH WINDOW FRAMES
PARCEL O_2
PARKING GARAGE ENTRY
PARCEL O_1
STREETSCAPE
TINGEY STREET
91’-11”
27’-0”
43’-0”
[ East Elevation ] PL
PL
T.O.S. LEVEL PH HT. 109’-10”
T.O. PARAPET HT. 43’-0”
T.O.S. LEVEL 3 HT. 28’-2” 9’-9” TYP. T.O.S. LEVEL 2 HT. 18’-5”
T.O.S. LEVEL 1 HT. 0’-0”
4TH STREET
[ South Elevation ]
PARCEL O_1
5TH STREET
[ South-West View ]
Pier 57 Handel Architects | Apr, 2016 - Present | Manhattan, NY | 356,900 sqf Shop Drawing Review, Structural Coordination, Stair Code Complaince, ASI
FOB / FACE OF STL FACSIA
FRONT OF NEW CONCRETE CURB
FRONT OF NEW CONCRETE CURB
FACE OF APRON
1041" 40'-0"
40'-0"
40'-0"
40'-0"
40'-0"
40'-0"
40'-0"
13'-1"
15'-0"
FOB / FACE OF MASONRY
PIER 57 New York, NY
MARINE STRUCTURAL ENGINEER TO COVER COMPLETE SCOPE OF SOUTH WALL STRUCTURE AND WATERPROOFING.
TOILET T TELECOM E SECURITY ST-E01-X ROOM CLO. SER CLO. CONTROL RM 101 20'-0" 80'-0"
9" 37'-11" 1'-2"
FOB / FACE OF MASONRY
821"
1'-8" 4'-7"
26'-8" 13'-4" 13'-4" 13'-4" 13'-4"
MEP ENGINEER COSENTINI ASSOCIATES Two Pennsylvania Plaza, 3rd. Fl. New York, NY 10121 T: 212.615.3600
13'-4"
13'-4"
MARINE STRUCTURAL ENGINEER MCLAREN ENGINEERING GROUP 100 Snake Hill Rd West Nyack, NY 10994 T: 845.353.6400 CIVIL ENGINEER Philip Habib & Associates 102 Madison Avenue, 11th Floor New York, NY 10016 T: 212.929.5656
23'-0"
9'-1"
17'-0"
EQ
11'-678"
EQ
℄ A
LOBBY 137 RETAIL AIL SHELL 153
ELEVATOR ENGINEER JENKINS & HUNTINGTON, INC 1251 Avenue of the Americas New York, NY 10020 T: 212.696.1818
40'-0"
15'-0" VIF
STORAGE
ST-E17B-N
13'-4"
40'-0" 40'-0"
1'-2"
3'-5"
ST-E16A-N 116A
5'-1041"
STRUCTURAL ENGINEER SILMAN 32 Old Slip, 10th Fl. New York, NY 10005 T: 212.620.7970
4'-7"
8'-641"
ELEV 5B
8'-641"
1'-341"
8'-641"
EQ EQ
1'-341"
ELEV VESTIBULE 133 OFFICE TENANT ℄ 151 ELEV 2 ST-E03-X 10'-0"
1'-341" 8'-641"
LANDSCAPE ARCHITECT !MELK URBAN DESIGN LLC 111 John Street, Suite 2650 New York, NY 10038 T: 212.513.1025 F: 212.513.1055
10" 10"
RETAIL SHELL 151A
8'-641"
HANDEL ARCHITECTS, LLP 120 Broadway, 6th Floor New York, NY 10271 T: 212.595.4112 F: 212.595.9032
10" 6'-8"
8'-641"
EQ EQ
8'-641"
℄ ℄
1'-341"
ARCHITECT
40'-0"
℄
OWNER RXR 1330 Avenue of the Americas, Suite 500 New York, NY 10019 T: 212.797.1330 F: 212.765.3872 YOUNG WOO & ASSOCIATES 435 Hudson Street, 4th Floor New York, NY 10014 T: 212.477.8008
10" 4'-5"
8'-641"
1'-2"
10'-0"
2'-0"
1'-6"
1'-2" 8"
10'-0"
EQ EQ
1'-2" 3'-234"
EXISTING PLATFORM TO REMAIN EL. +14.70' (VIF)
1'-10"
EQ EQ
1'-2" 3'-234" 8'-0"
1'-6" 6'-4"
1'-10"
1'-4" 1'-2" 3'-521" 1'-2"
1'-10"
3'-521" 1'-2"
℄
DATE
ISSUANCE
20'-0"
NO.
40'-0"
FIRE ALARM 187
20'-0"
1'-2"
17'-0"
11'-678" 9'-1"
EQ EQ
23'-0"
40'-0"
2'-3" 4'-0"
13'-4" 40'-0"
8'-641"
6'-8"
℄ RETAIL SHELL 152
EQ EQ
℄
13'-4"
ST-E04A-N
13'-4"
WEST STREET
13'-4"
th
ASAS NOTED NOTED 851-10
26'-8"
SEAL & SIGNATURE
DRAWING TITLE:
8" 1'-10"
1'-10" 1041"
1/16" = 1'-0"
W 15
13'-4" 40'-0"
SCALE: PROJECT NO:
3'-11" 1'-8"
℄
8"
FOB / FACE OF MASONRY
9"
FACE OF APRON
1
th
13'-4"
40'-0"
EQ EQ EQ EQ
6'-8"
2'-0" 4'-5" 1'-2"
1'-2" 6'-521" 1'-2"
FOB / FACE OF STL FACSIA
W 16
6'-4"
8'-641"
CON ED POE 118C
10'-0"
EQ EQ
EXISTING PLATFORM TO REMAIN EL. +14.70' (VIF)
8'-641"
ST-E18AST-E18A-N 8A-N 118A
℄
8'-641"
℄
6'-8"
1'-2"
Date: 6/17/16
Drawing: o:\851_pier57-v2\CAD\Current\Plots\400s\A-411A.00 New Concrete Curb Master Reference Plan - EAST.dwg
5'-1041"
GROUND FLOOR PLAN - EAST
KEY PLAN
13'-4"
8'-641"
ST-E04B-N 104B
10'-0"
1'-341"
10'-221" 8'-641"
1'-341"
8'-641"
EQ EQ
8'-641"
6'-8"
℄ 8'-641"
1'-2"
EQ
℄
ST-E13B-N 113B
EQ
ELEV 6B ETAIL COR. 145
FRONT OF NEW CONCRETE CURB
FRONT OF NEW CONCRETE CURB MARINE STRUCTURAL ENGINEER TO COVER COMPLETE SCOPE OF SOUTH WALL STRUCTURE AND WATERPROOFING.
FOB / FACE OF MASONRY
New Concrete Curb Master Reference Plan - EAST EAST DRAWING NO:
A-411A.00 C Handel Architects LLP 2014
GENERAL ENCLOSURE NOTES 1.
SEE 'R' SERIES DWGS FOR SCOPE OF WORK FOR HISTORIC WINDOWS TO BE RESTORED, REPAIRED, OR REPLACED
2.
NEW STOREFRONT SYSTEM : A) TO BE SPRINKLERED AT 10'-0" A.F.F. ALONG ENTIRE APRON PERIMETER AT GRADE, INCLUDING BOTH PIER FINGER AND HEAD HOUSE CONDITIONS. B) GLAZING TO BE TEMPERED IGU, TYP. SEE GLAZING TYPES ON EXTERIOR MATERIALS SCHEDULE AND SPECIFICATION. C) ALL STOREFRONT CONSTRUCTION TO BE REINFORCED, THERMALLY BROKEN, EXTRUDED, ALUMINUM MULLIONS ANCHORED TO A CONTINUOUS CONC. CURB. D) PROVIDE ALL NECESSARY HARDWARE. E) COORDINATE WITH REQUIREMENTS OF SPRINKLER CONTRACTOR F) DOUBLE SILICON SEAL AROUND ALL OPENINGS. DISSIMILAR MATERIALS TO BE SEPARATED. G) PROVIDE MISC METAL FRAMING AS REQUIRED.
PROVIDE 2 HR RATED UL APPROVED AND WATER RESISTANT JOINT ASSEMBLY BETWEEN STEEL BEAM AND METAL PANEL 6 8
EL 40.06' (35.21') - HOLD T.O. CURB
A-461
A-462
3
3
A-413
A-415
℄ MULLION
CURTAIN WALL TIE BACK ℄ MULLION
MP-03
MP-03
MP-03
4.
TEMPORARY "FLOOD LOG" CHANNELS, PANELS, AND BRACES SHOWN DASHED.
MP-03
MP-03
INSULATED METAL PANELS
℄ MULLION
MP-03
EQ
MP-03
EQ
MP-03
℄ MULLION
EXTRUDED ALUMINUM INSULATED CURTAIN WALL SYSTEM
MP-03
EXTRUDED ALUMINUM INSULATED CURTAIN WALL SYSTEM
GL-01
GL-01
VARIES (V.I.F.)
EXISTING TELESCOPING DOORS. SEE “R” SERIES DRAWINGS FOR MORE INFO.
℄ MULLION
VARIES (V.I.F.)
BOTTOM OF EXTERIOR ROUND FASCIA
MP-03
NON-RATED CURTAINWALL CONSTRUCTION
℄ MULLION
EL 21.23' (16.38') - HOLD CENTER LINE OF DOUBLE MULLION
GL-01
EQ 6'-0" O.C. MAX.
1'-6"
2HR RATED DOOR ASSEMBLY
YOUNG WOO & ASSOCIATES 435 Hudson Street, 4th Floor New York, NY 10014 T: 212.477.8008 ARCHITECT HANDEL ARCHITECTS, LLP 120 Broadway, 6th Floor New York, NY 10271 T: 212.595.4112 F: 212.595.9032 LANDSCAPE ARCHITECT !MELK URBAN DESIGN LLC 111 John Street, Suite 2650 New York, NY 10038 T: 212.513.1025 F: 212.513.1055 STRUCTURAL ENGINEER SILMAN 32 Old Slip, 10th Fl. New York, NY 10005 T: 212.620.7970 MEP ENGINEER COSENTINI ASSOCIATES Two Pennsylvania Plaza, 3rd. Fl. New York, NY 10121 T: 212.615.3600 MARINE STRUCTURAL ENGINEER MCLAREN ENGINEERING GROUP 100 Snake Hill Rd West Nyack, NY 10994 T: 845.353.6400 CIVIL ENGINEER Philip Habib & Associates 102 Madison Avenue, 11th Floor New York, NY 10016 T: 212.929.5656 ELEVATOR ENGINEER JENKINS & HUNTINGTON, INC 1251 Avenue of the Americas New York, NY 10020 T: 212.696.1818
NO.
ISSUANCE
DATE
2 HR RATED PANEL ASSEMBLY 221"
7 A-461
SP
221"
℄ MULLION
GL-01
4'-821" HOLD
4'-821" HOLD
SPRINKLER BEYOND AT BACK OF TRANSOM
27'-10" VIF
℄ MULLION PROVIDE TIGHTLY SPACED SIDEWALL SPRINKLERS AT 10' AFF MIN. TO PROVIDE 2 HR EQUIVALENT RATING AROUND ENTIRE PIER APRON. SEE “P” SERIES DRAWINGS FOR ADDITIONAL INFO.
OWNER RXR 1330 Avenue of the Americas, Suite 500 New York, NY 10019 T: 212.797.1330 F: 212.765.3872
MP-03
EQ
MP-03
INSULATED METAL PANEL EL 31.09(26.24') - VARIES B.O. FACSIA / T.O. MULLION (V.I.F.)
SP
SP
℄ MULLION
5
MP-03
GL-01
GL-01
7'-958" HOLD
7'-958" HOLD
1'-0" METAL PANEL TYPE MP-10 BEYOND
MP-03
2 HOUR EQUIVALENT ASSEMBLY W/ CLOSELY SPACED SPRINKLERS TO 10' A.F.F.
4 A-461
141" 1 2"
1
2'-078" (V.I.F.)
℄ MULLION
141"
1 2"
1'-2"
10'-041" (V.I.F.)
BACK OF CURB 3'-10"
4" VARIES VIF
2'-078" VARIES VIF
BACK OF CURB RETURN
1 2"
1/2" MARINE GRADE 316 S.S. FLUSH-MOUNTED. FLOOD PANEL ANCHOR PLATE - MOUNTED WITH 316 S.S. BOLTS PER MANUFACTURER'S RECOMMENDATION - EMBEDDED INTO CONC. CURB. EXTERIOR POURED CONCRETE TOPPING PAVEMENT
2 HR RATED PANEL ASSEMBLY
5°
ALUM. BALANCED DOOR
EXTRUDED ALUMINUM INSULATED CURTAIN WALL SYSTEM PER ASTM E119
10'-041" VIF
WIDTH OF GROUND FLOOR CONCRETE CURB @ T.O. CURB FOB FACE OF STL. FACSIA
SIM.
2'-078" (V.I.F.)
A-461
EL 11.11' (6.26') - VARIES T.O. EXISTING SLAB @ BASE OF CURB (V.I.F.)
SEE 'R' SERIES DWGS FOR SCOPE OF WORK FOR HISTORIC, TELESCOPING DOORS TO BE RESTORED, REPAIRED, OR REPLACED.
℄ MULLION
141"
TOP MULLION ELEVATION VARIES AT EACH OPENING. VIF PRIOR TO INSTALLATION. TOP CONNECTION TO ALLOW FOR MOVEMENT
VARIES (V.I.F.)
EQ
PROVIDE CONTINUOUS SEALANT AND BACKER ROD ON COMPRESSIBLE FILLER ON BOTH INTERIOR AND EXTERIOR SIDES OF JOINT. FOB FACE OF STL. FACSIA
MP-03
EL 13.18' (8.33') - HOLD T.O. CURB
3. 3 4"
A-461
VARIES (V.I.F.)
EL 39.54' (34.69') - VARIES T.O.S 2ND FLOOR SLAB @ BASE OF CURB (V.I.F.)
1
PIER 57 New York, NY
EXISTING CONCRETE SLAB TO REMAIN
MP-03 MUST BE 2 HR RATED BELOW 10'-0" AFF
A-415
℄ MULLION T.O. CURB EL. 13.18' (8.33') KEY PLAN
MP-03 MUST BE 2 HR RATED BELOW 10'-0" AFF
1/2" = 1'-0"
CW TYPE P3: ELEVATION 1/2" = 1'-0"
th
W 15
th
1
1'-321"
A-461
1'-0"
1'-2"
1'-0"
1'-2"
SCALE: PROJECT NO:
ASASNOTED NOTED 851-10
SEAL & SIGNATURE 2
EXTRUDED ALUMINUM INSULATED CURTAIN WALL SYSTEM
A-415
DRAWING TITLE:
221" 1'-0" VIF
Date: 6/17/16
Drawing: o:\851_pier57-v2\CAD\Current\Plots\400s\A-415.00 Curtain Wall Types - Lower.dwg
2
WEST STREET
W 16
3
CW TYPE P3: SECTION
1
1'-0" VIF
3 4"
CW TYPE P3: PLAN 1/2" = 1'-0"
8'-641" VIF EQ.
5"
18'-0" VIF
8'-641" VIF EQ.
Curtain Wall Types Lower
221" 3 4"
1'-0" VIF
1'-0" VIF
DRAWING NO:
A-415.00 C Handel Architects LLP 2014
GENERAL ENCLOSURE NOTES 5
4
A-422
A-422
12'-581"
R.O. V.I.F.
EQ
FOB FACE OF EXIST. FACSIA
EQ
℄ MULLION
EL 21.23' (16.38') - HOLD CENTER LINE OF MULLION
2
GL-01
VARIES (V.I.F.)
GL-01
A-422
1'-2" 134"
NEW CONC. CURB, TYP. DOWELED INTO EXIST. CONC. SEE MARINE STRUCTURAL DRAWINGS FOR CURB STRUCTURAL AND SPECIFICATIONS.
EL 13.18' (8.33') - HOLD T.O. CURB EL 12.76' (7.91') 50 YEAR FLOOD ELEV.
1/2" MARINE GRADE 316 S.S. SURFACE-MOUNTED FLOOD PANEL ANCHOR PLATE - MOUNTED WITH 316 S.S. BOLTS PER MANUFACTURER'S RECOMMENDATION
1'-2" 134"
1'-0"
INTERIOR FACE OF CURB INTERIOR FACE OF RETURN CURB NEW CONC. CURB BEYOND. SEE MARINE STRUCTURAL DRAWINGS FOR CURB STRUCTURAL AND SPECIFICATIONS.
FIRE-RATED GLASS DOOR EXISTING CURB BEYOND
4" TOPPING SLAB TYP. AT PERIMETER APRON
EXISTING CONCRETE SLAB
EL 9.71' (4.86') B.O. CURB (V.I.F.)
NEW STOREFRONT SYSTEM : A) TO BE SPRINKLERED AT 10'-0" A.F.F. ALONG ENTIRE APRON PERIMETER AT GRADE, INCLUDING BOTH PIER FINGER AND HEAD HOUSE CONDITIONS. B) GLAZING TO BE TEMPERED IGU, TYP. SEE GLAZING TYPES ON EXTERIOR MATERIALS SCHEDULE AND SPECIFICATION. C) ALL STOREFRONT CONSTRUCTION TO BE REINFORCED, THERMALLY BROKEN, EXTRUDED, ALUMINUM MULLIONS ANCHORED TO A CONTINUOUS CONC. CURB. D) PROVIDE ALL NECESSARY HARDWARE. E) COORDINATE WITH REQUIREMENTS OF SPRINKLER CONTRACTOR F) DOUBLE SILICON SEAL AROUND ALL OPENINGS. DISSIMILAR MATERIALS TO BE SEPARATED. G) PROVIDE MISC METAL FRAMING AS REQUIRED.
3.
SEE 'R' SERIES DWGS FOR SCOPE OF WORK FOR HISTORIC, TELESCOPING DOORS TO BE RESTORED, REPAIRED, OR REPLACED.
4.
TEMPORARY "FLOOD LOG" CHANNELS, PANELS, AND BRACES SHOWN DASHED.
PIER 57 New York, NY OWNER RXR 1330 Avenue of the Americas, Suite 500 New York, NY 10019 T: 212.797.1330 F: 212.765.3872 YOUNG WOO & ASSOCIATES 435 Hudson Street, 4th Floor New York, NY 10014 T: 212.477.8008 ARCHITECT HANDEL ARCHITECTS, LLP 120 Broadway, 6th Floor New York, NY 10271 T: 212.595.4112 F: 212.595.9032 LANDSCAPE ARCHITECT !MELK URBAN DESIGN LLC 111 John Street, Suite 2650 New York, NY 10038 T: 212.513.1025 F: 212.513.1055
1/2" MARINE GRADE 316 S.S. SURFACE-MOUNTED FLOOD PANEL ANCHOR PLATE MOUNTED WITH 316 S.S. BOLTS PER MANUFACTURER'S RECOMMENDATION
GL-01
GL-01
GL-01
MARINE STRUCTURAL ENGINEER MCLAREN ENGINEERING GROUP 100 Snake Hill Rd West Nyack, NY 10994 T: 845.353.6400 CIVIL ENGINEER Philip Habib & Associates 102 Madison Avenue, 11th Floor New York, NY 10016 T: 212.929.5656 ELEVATOR ENGINEER JENKINS & HUNTINGTON, INC 1251 Avenue of the Americas New York, NY 10020 T: 212.696.1818
1 GL-01
MEP ENGINEER COSENTINI ASSOCIATES Two Pennsylvania Plaza, 3rd. Fl. New York, NY 10121 T: 212.615.3600
A-422
NEW CONCRETE CURB
℄ MULLION
3/4" JOINT W/ CONT. SEALANT ON BACKER ROD. EXISTING CURB BEYOND
2 HR FIRE-RATED DOOR
EXTRUDED ALUM.INSULATED CURTAIN WALL SYSTEM
7'-958" HOLD
2'-0" VIF
2'-0" VIF FACE OF EXIST. CURB
PROVIDE TIGHTLY SPACED SIDEWALL SPRINKLERS AT 10' AFF MIN. TO PROVIDE 2 HR EQUIVALENT RATING AROUND ENTIRE PIER APRON. SEE "P" SERIES DRAWINGS FOR ADDITIONAL INFO.
13'-1058" V.I.F.
℄ MULLION PROVIDE TIGHTLY SPACED SIDEWALL SPRINKLERS AT 10' AFF MIN. TO PROVIDE 2 HR EQUIVALENT RATING AROUND ENTIRE PIER APRON. SEE "P" SERIES DRAWINGS FOR ADDITIONAL INFO.
221"
INSULATED PTD. EXTRUDED ALUM. CLOSURE REINFORCED AS RQ'D.
INTERIOR FACE OF CURB
SEE 'R' SERIES DWGS FOR SCOPE OF WORK FOR HISTORIC WINDOWS TO BE RESTORED, REPAIRED, OR REPLACED
2.
STRUCTURAL ENGINEER SILMAN 32 Old Slip, 10th Fl. New York, NY 10005 T: 212.620.7970
EXIST. STL. ELEMENT
EL 24.49' (19.64') B.O. ST'L CHANNEL (V.I.F.)
FACE OF EXIST. CURB
1.
EXISTING CONCRETE SLAB
4" TOPPING SLAB TYP. AT PERIMETER APRON
EXISTING CONCRETE CURB TO REMAIN
NO.
DATE
ISSUANCE
T.O. NEW 4" APRON TOPPING SLAB. ELEVATION VARIES. VIF.
WINDOW TYPE F7: SECTION
WINDOW TYPE F7: SECTION
WINDOW TYPE F7: ELEVATION
1/2" = 1'-0"
1/2" = 1'-0"
1/2" = 1'-0"
1'-0"
INTERIOR F.O. CURB
PROVIDE CONTINUOUS SEALANT AND BACKER ROD ON COMPRESSIBLE FILLER ON BOTH INTERIOR AND EXTERIOR SIDES OF JOINT 1'-0"
PROVIDE CONTINUOUS SEALANT AND BACKER ROD ON COMPRESSIBLE FILLER ON BOTH INTERIOR AND EXTERIOR SIDES OF JOINT
INTERIOR F.O. CURB
LINE OF EXIST. CURB BELOW
KEY PLAN
EXIST. PTD. STL. CLADDING
EQ
221"
11 1'-516 "
EQ
221" 3 8"
8'-641"
3 8"
221"
W 16 WEST STREET
11 1'-516 "
221" 3 4"
3 4"
3
th
W 15
th
A-422
WINDOW TYPE F7: PLAN@TRANSOM 1/2" = 1'-0"
SCALE: PROJECT NO:
AS NOTED 851-10
SEAL & SIGNATURE
DRAWING TITLE:
221" 3 4"
5'-834" VIF EQ
5"
5'-834" VIF EQ
221" 3 4"
Window Types - Pier West End Door DRAWING NO:
3 A-422
Date: 6/17/16
Drawing: o:\851_pier57-v2\CAD\Current\Plots\400s\A-422.00 Window Types - Pier West End Door.dwg
EXIST. CURB BELOW 1/2" MARINE GRADE 316 S.S. SURFACE-MOUNTED FLOOD PANEL ANCHOR PLATE MOUNTED WITH 316 S.S. BOLTS PER MANUFACTURER'S RECOMMENDATION
WINDOW TYPE F7: PLAN 1/2" = 1'-0"
A-422.00 C Handel Architects LLP 2014
7
STAIR NOTES
8
07
1.
ALL EXISTING STAIRS TO REMAIN WILL BE ALTERED AS REQUIRED TO PROVIDE ACCESS TO ALL NEW LEVELS.
2.
PROVIDE ALL NECESSARY ALTERATIONS TO EXISTING STAIRS TO MEET THE REQUIREMENTS OF ALL APPLICABLE CODES.
3.
REMOVE ALL PORTIONS OF STAIRS AS NECESSARY TO MEET THE NEW FLOOR LEVELS BY REPLACING SECTIONS OF THE STAIRS WHERE POSSIBLE. REINFORCE EXISTING STAIRS AS REQUIRED TO ALLOW FOR NEW CHANGES, BOTH TEMPORARILY DURING CONSTRUCTION AND PERMANENTLY AS NEEDED TO MEET THE REQUIREMENTS OF ALL CODES WITH JURISDICTION. CONTRACTOR'S LICENSED PROFESSIONAL ENGINEER SHALL PROVIDE SIGNED AND SEALED DRAWINGS INDICATING THE REINFORCING APPROACH AND CODE COMPLIANCE FOR ENGINEER OF RECORD TO REVIEW.
A-506
EL 40.32' (35.47') T.O.S. - 3RD FL. LANDING /
EL 40.32' (35.47') T.O.S. - 3RD FL. LANDING /
3"
1 4"
FACE
08
9
STAIR SECTION ST-E15-N
4
1/8" = 1'-0"
4'-734"
3'-0" 1'-4"
321"
1'-4"
3'-0"
1 4" 3"
2'-421"
E.1
2'-421"
A-506
4'-734"
321"
THIRD FLOOR PLAN ST-E15-N
4.
ALL NEW STAIRS WILL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES. CONTRACTOR TO DESIGN, FABRICATE AND ERECT STAIRS TO MEET THE REQUIREMENTS OF ALL APPLICABLE CODES.
5.
STAIRS SHALL BE ENCLOSED BY FIRE RATED CONSTRUCTION TO MEET THE REQUIREMENTS OF THE 1968 NYC BUILDING CODE AND ADA.
6.
ALL EXTERIOR WALLS AT STAIR BULKHEADS SHALL BE INSULATED AND WATERPROOFED. ALL BULKHEADS TO BE PROVIDED WITH SPACE HEATERS.
1/8" = 1'-0" 7
8
07
7.
ALL NEW FIRE STAIRS WILL BE CONCRETE FILLED STEEL PAN STAIRS.
8.
GRAND OPEN STAIRS WILL BE ORNAMENTAL STEEL, AS PER LOT-EK DRAWINGS. STAIR SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES.
A-506
FACE
08
9.
FOR TYPICAL STAIR DETAILS SEE SHEETS A421 & A422.
10.
TYPICAL STAIR DETAILS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND ADVISE ARCHITECT OF ALL DISCREPANCIES FROM DESIGN INTENT PRIOR TO PROCEEDING WITH WORK.
11.
FOR STRUCTURAL WORK AT OR BELOW GROUND FLOOR SLAB, SEE MCLAREN MARINE STRUCTURAL DRAWINGS.
12.
FOR STRUCTURAL WORK ABOVE GROUND FLOOR SLAB, SEE SILMAN STRUCTURAL DRAWINGS.
2'-4" 2'-7"
E.1
2'-7"
2'-4"
A-506
6'-5" 7T@11"
1'-0" 1'-0"
3'-8"
7'-10"
11'-2"
7'-10"
20'-0"
3
1'-0" 1'-0"
11'-2" 20'-0"
INTERMEDIATE LANDING PLAN ST-E15-N
OWNER RXR 1330 Avenue of the Americas, Suite 500 New York, NY 10019 T: 212.797.1330 F: 212.765.3872 YOUNG WOO & ASSOCIATES 435 Hudson Street, 4th Floor New York, NY 10014 T: 212.477.8008 ARCHITECT HANDEL ARCHITECTS, LLP 120 Broadway, 6th Floor New York, NY 10271 T: 212.595.4112 F: 212.595.9032 LANDSCAPE DESIGNER !MELK URBAN DESIGN LLC 111 John Street, Suite 2650 New York, NY 10038 T: 212.513.1025 F: 212.513.1055 STRUCTURAL ENGINEER SILMAN 32 Old Slip, 10th Fl. New York, NY 10005 T: 212.620.7970 MEP ENGINEER COSENTINI ASSOCIATES Two Pennsylvania Plaza, 3rd. Fl. New York, NY 10121 T: 212.615.3600 MARINE STRUCTURAL ENGINEER MCLAREN ENGINEERING GROUP 100 Snake Hill Rd West Nyack, NY 10994 T: 845.353.6400 CIVIL ENGINEER Philip Habib & Associates 102 Madison Avenue, 11th Floor New York, NY 10016 T: 212.929.5656 ELEVATOR ENGINEER JENKINS & HUNTINGTON, INC 1251 Avenue of the Americas New York, NY 10020 T: 212.696.1818
NO. DATE -04/26/2013 -03/06/2015 -05/18/2015
1/8" = 1'-0" 7
PIER 57 New York, NY
8
ISSUANCE DOB FILING SET ISSUE FOR DOB ISSUE FOR CDs
07 EL 21.72' (16.87') T.O.S. - LANDING
A-506
EL 21.72' (16.87') T.O.S. - LANDING
FACE
08 A-506
E.1
10/19/2015
321"
STAIR SECTION ST-E15-N 1/8" = 1'-0" 6
7
07
2
1/8" = 1'-0"
6
07
7
A-506
1'-0"
FACE
8'-3" 9T@11"
9'-7"
FACE
KEY PLAN
321"
T.O.S. - 2ND FL. LANDING / T.O.F.F. - 2ND FL.
SECOND FLOOR PLAN ST-E15-N 1/8" = 1'-0"
W 16
8
A-506
8'-3" 9T@11"
3'-8"
7
1'-0"
9'-10"
8
07 A-506
th
W 15
th
EL 10.59' (5.74') - VIF T.O.S. GRD. FL. LANDING
3"
EL 10.59' (5.74') - VIF T.O.S. GRD. FL. LANDING
3"
FACE
7'-4"
08
6
STAIR BILKHEAD PLAN ST-E15-N 1/8" = 1'-0"
5
8'-321"
FORTH FLOOR PLAN ST-E15-N 1/8" = 1'-0"
321" 13'-11"
5'-7"
4'-734"
7'-1021"
26'-641"
2'-421"
7'-4" 11'-11" 13T@11"
12'-8"
ELEVATION DATUM NOTES
3'-8"
13'-421"
3" 1"
1.
11'-8"
11'-11" 13T@11"
11'-121" T.O.S. - 4TH FL. LANDING / T.O.F.F. - 4TH FL.
2.
12'-8"
11'-121"
E.1
09 A-506
1" 3" 15'-11"
11'-11" 13T@11"
SCALE: PROJECT NO:
08 A-506
11" 1T@11"
3'-8"
E 13'-221"
8'-3" 9T@11"
3'-8"
1'-821"
E
8'-3" 9T@11"
9'-10"
21'-621"
1" 3" 11'-11" 13T@11"
1'-0"
7'-4"
12'-8"
15'-11"
09 A-506
3"
2'-421"
3" 1" 2" 10'-1034"
7'-4"
2" 11'-138"
1 4"
E.1
1'-821"
EL 66.81' (61.96') T.O.S. - STAIR BULKHEAD /
3'-958"
EL 66.81' (61.96') T.O.S. - STAIR BULKHEAD /
E.1
3"
13'-134"
3" 1" 3"
A-506
9'-7"
3" 1 4"
08 A-506
Date: 10/21/16
Drawing: o:\851_pier57-v2\CAD\Current\Plots\500s\A-506.00 Stair Plans and Sections ST-E15.dwg
T.O.S. - 2ND FL. LANDING / T.O.F.F. - 2ND FL.
STAIR SECTION ST-E15-N
7
4'-734"
WEST STREET
8
4'-734"
ADDENDUM 1
7'-1021"
4'-734"
321"
4'-734"
4'-734"
321"
1'-0" 1'-0"
321"
ORIGINAL DESIGN DRAWINGS ARE IN MARINE AVIATION DATUM WHICH IS 4.85' GREATER THAN MANHATTAN DATUM. RECENT OWNER SURVEY USES MANHATTAN DATUM. WHERE (2) ELEVATIONS ARE CALLED OUT, THE FOLLOWING CONVENTION IS USED: EL 11.48' (6.63')
MARINE AVIATION DATUM MANHATTAN DATUM
3.
T.O.S. - 4TH FL. LANDING / T.O.F.F. - 4TH FL.
1
GROUND FLOOR PLAN ST-E15-N 1/8" = 1'-0"
WHERE (1) ELEVATION IS CALLED OUT THE FOLLOWING CONVENTION IS USED:
1/32" = 1'-0" 851-10
SEAL & SIGNATURE
DRAWING TITLE:
Stair Plans and Sections ST-E15-N DRAWING NO:
A-506.00
6.63'
MANHATTAN DATUM
C Handel Architects LLP 2014
Bloomingdaleâ&#x20AC;&#x2122;s Ala Moana
[ Lead Deisgner ] Kevin Kennon Architect | Oct, 2013 - Oct, 2014 | Ala Moana, HI | 160,000 sqf Schematic Design, SD set, Design development, 3D modeling, Presentation Rendering, Client Meeting
[ Schematic Design ]
[ Day View ]
[ Night View ]
[ Entrance Study ]
[ Ground Floor Plan ]
[ Detail Study ]
[ Facade Section ]
[ Section Detail ]
[ North Elevation ]
[ South Elevation ]
[ Value Engineer ]
Collins Panama Kevin Kennon Architect | Dec, 2013 - Oct,2014 | Ciudad de Panama, Panama | 67,330 sqf Design development, Construction Document, 3D modeling, Presentaion Rendering
[ N-200,250 South Elevation ]
[ N-200,250 East Elevation ]
[ N-100 West Elevation ]
[ N-200,250 West Elevation ]
[ N-100 East Elevation ]
[ N-100 South Elevation ]
[ N-050 West Elevation ]
[ N-050 - South Elevation ]
[ Chandelier Option A ]
[ South Section 03 ]
[ South Section 02 ]
[ South Section 01 ]
[ East Section @ Storefront ]
[ Chandelier Option B ]
[ East Section @ Entrance ]
[ East Section @ Entrance ]
[ Chandelier Option C ]
[ Detail @ Wall ]
[ Detail @ Wall ]
[ Detail @ Glass Fin ]
[ Chandelier Option D ]
Bloomingdaleâ&#x20AC;&#x2122;s American Dream Kevin Kennon Architect | Sep, 2013 - Jan, 2014 | Carlstadt, NJ | 73,000 sqf Concept to Schematic Design, Design Development, 3D modeling, Presentation Rendering, Animation
[ Site Plan ]
[ Site Overview ] STRUCTURAL “SUPER COLUMN”
2 FT TRUSS MEMBERS ON 3RD FLOOR & ROOF
DOUBLE-SKIN GLASS CURTAINWALL
CANTILEVERED SLAB EDGE TRUSSES SPAN 129 FT (CENTER TO CENTER)
[ Loading Study ]
[ Structure Diagram ]
1. FINE JEWELRY ARCADE 2. SHOES 3. FASHION ACCESSORIES 4. FEATURED DESIGNERS DISPLAY 5. HANDBAGS 6. FASHION JEWELRY 7. INTERACTIVE WORKSTATION TABLE 8. COSMETICS PALETTE WALL 9. SPA CUBE 10. FRAGRANCES STATION 11. MAKE-OVER STATION 12. CUSTOMER SERVICE 13. BATHROOMS 14. COSMETICS NEW PRODUCTS DISPLAY 15. CABINET OF CURIOSITIES
[ 1st Floor Plan ]
22
OPEN TO BELOW
10
1. WOMEN’S RTW - DRESSES 2. WOMEN’S RTW - COLLECTIONS 3. WOMEN’S RTW - CONTEMPORARY 4. WOMEN’S RTW - SPORTSWEAR 5. KIDS 6. INTERIORS 7. CUSTOMER SERVICE 8. FASHION STATION PLAY TABLE 9. FITTING ROOMS 10. SERVICE DESK 11. HOME THEATER 12. BATHROOM 13. MEN’S DRESS SHIRTS 14. MEN’S TIES 15. MEN’S ACCESSORIES 16. MEN’S BASICS 17. MEN’S SHOES 18. MEN’S SPORTSWEAR 19. MEN’S DENIM 20. MEN’S SUITS 21. RUNWAY OF CLOTHING 22. COLOR WHEEL
[ 2nd Floor Plan ]
[ Overall Section ]
[ Site Plan ]
[ Bridge Study ]
[ Loading Study ]
Bloomingdaleâ&#x20AC;&#x2122;s Stanford Kevin Kennon Architect | Oct, 2012 - Feb, 2013 | Stanford, CA | 10,125 sqf Schematic Design, ARB Submission Set, 3D modeling, Presentation Rendering, DD and CD set
83'-6" 4
30'-0"
83'-6"
5
40'-0"
5.8
30'-0"
6
02
02
A4.0
A3.0
1.2
DISPLAY WINDOW
10'-0"
18'-0"
2
10'-0"
4
30'-0"
5
40'-0"
5.8
30'-0" 30'-0"
CANOPY BELOW
02
02
A4.0
A3.0
6
UP DN STAIR #3
30'-0"
40'-0"
G
30'-0"
H
30'-0"
30'-0" T.O. SCREEN EL.[+57'-2"]
POINT SUPPORTED STRUCTURAL GLASS SYSTEM
SIGNAGE
SCREEN WALL
A
18'-0"
A4.0
15'-0"
OPEN TO BELOW
01
A4.0
DN FROM 3RD FL.
DN TO 1ST FL.
16'-0"
04
5'-0"
01 A4.2
A5.0
01
03
A4.1
A4.2
02 A4.2
H
01 A4.2
E
G
F.8
F
02 A4.2
03 A4.3
D
02
01
A4.3
A4.3
C
30'-0"
40'-0"
B
30'-0"
A
30'-0"
30'-0"
24'-6"
T.O. SCREEN EL.[+57'-2"]
POINT SUPPORTED STRUCTURAL GLASS SYSTEM
SCREEN WALL
SIGNAGE
02 A4.2
103'-6"
25'-0"
UP
30'-0"
STAIR #1
OPEN TO ABOVE
STRUCTURAL BRACING TYP.
01 A4.1
OPEN TO BELOW
STRUCTURAL BRACING TYP.
01 A4.1
T.O.S. 1ST FLOOR EL.[+0'-0"]
A5.0 PLANTER
CANOPY ABOVE
02 A4.0
04 A3.0
PLANTER
EL. -17"
H
2'-6"
01
LOADING DOCK DOOR
EGRESS DOOR
HIGH GRADE EXTERIOR PLASTER WITH MARBLE DUST AS BINDER
PLANTER
SIGNAGE
EAST ENTRANCE
LOW-IRON TRANSLUCENT INSULATED GLASS CURTAIN WALL SYSTEM
CANOPY
2'-6"
H
DISPLAY WINDOW
16'-0" 17'-6"
30'-0"
01 A4.1
18'-0"
UP DN
(30'X8') COMPACTOR
(10'X8') CAGE
35'-0"
STAIR #4
15'-0"
STAIR ABOVE
T.O.S. 2ND FLOOR EL.[+17'-6"]
G
03 A4.2
35'-0"
LOADING DOCK DOOR
CARDBOARD BALER
01 A4.1
G
03 A4.2
TRENCH DRAIN
RAMP DN
F.8
30'-0"
SLOPE TO DRAIN
UP
UP
BOLLARD TYP.
TRENCH DRAIN
STAIR #4
F.8
T.O. METAL DECK EL.[+48'-10"]
T.O.S. 3RD FLOOR EL.[+33'-6"]
DN TRASH/RECYCLING/ COMPOSTING
T.O. PARAPET EL.[+50'-0"]
15'-4"
F FE-1
103'-6"
25'-0"
UP
30'-0"
STAIR #1
30'-0"
35'-6"
F
01 A4.4
FE-1
01 A4.0
1'-2" 7'-2"
PLANTER
01 A4.2
30'-0"
PLANTER
01 A4.1
E
E
CANOPY BELOW
CANOPY BELOW
30'-0"
CANOPY ABOVE
01 A4.0
225'-0" 30'-0"
CANOPY ABOVE
EGRESS DOOR
[ West Elevation ]
A4.0
DN FROM 2ND FL.
HIGH GRADE EXTERIOR PLASTER WITH MARBLE DUST AS BINDER
PLANTER
01 A3.0
OPEN TO BELOW
18'-0"
18'-0"
18'-0"
18'-0"
18'-0"
A5.0
21'-6"
UP TO 3RD FL.
OPEN TO BELOW
40'-0"
UP FROM 1ST FL.
OPEN TO BELOW
18'-0"
21'-6"
OPEN TO BELOW
01
CANOPY
D
05
5'-0"
15'-0"
03 A3.0
01
A4.0
17'-6"
30'-0" 30'-0"
30'-0"
OPEN TO ABOVE
40'-0"
OPEN TO ABOVE
18'-0"
OPEN TO ABOVE
SIGNAGE
03
01 A3.0
UP TO 2ND FL.
OPEN TO ABOVE
WEST ENTRANCE
PLANTER
A4.3
38'-0" D
225'-0"
03 A3.0
HIGH GRADE EXTERIOR PLASTER WITH MARBLE DUST AS BINDER
EGRESS DOOR
03
OPEN TO ABOVE
C
CANOPY BELOW
A4.3
02 A5.0
T.O.S. 1ST FLOOR EL.[+0'-0"]
02 A4.3
C
NOTE: WATER CURTAIN/DRAFT STOP TYPICAL AT ALL FLOOR OPENINGS
103'-6"
103'-6"
PE-1
02 A4.3
LINE OF BLDG ABOVE EMR
T.O.S. 2ND FLOOR EL.[+17'-6"]
225'-0"
PE-1
CANOPY ABOVE
T.O. METAL DECK EL.[+48'-10"]
T.O.S. 3RD FLOOR EL.[+33'-6"] B
01 A4.3
30'-0"
01 A4.3
T.O. PARAPET EL.[+50'-0"]
STAIR #2
B
01
F
03 A5.0
STAIR #3
PLANTER
E
30'-0"
UP
UP
D
30'-0"
06
15'-0"
OPEN TO BELOW
C
30'-0"
10'-0"
DN
DISPLAY WINDOW
STAIR #2
30'-0"
UP
B
225'-0"
A5.0 A
OPEN TO ABOVE
STAIR ABOVE
A
2'-6"
40'-0"
30'-0"
LINE OF BLDG ABOVE
01 A4.1
83'-6"
3
2'-6"
CANOPY ABOVE
1
40'-0"
30'-0"
PLANTER
2'-6"
40'-0"
30'-0"
DISPLAY WINDOW
2'-6"
15'-4"
3
40'-0" 10'-0"
01 A4.0
185'-0"
18'-0"
2
2'-6"
1.2
1'-2" 7'-2"
185'-0" 83'-6" 1
2'-6"
CANOPY BELOW
DISPLAY WINDOW
N
02 A4.0
04 A3.0
01 A4.1
* OPENING SPACE AREA : 2913 SF
01 A4.0
N
[ 1st Floor Plan ]
[ 2nd Floor Plan ]
[ East Elevation ] 02
185'-0" 83'-6"
A4.0
185'-0"
18'-0"
83'-6"
83'-6"
18'-0"
83'-6"
6 2'-6"
1
1.2
2 40'-0"
10'-0"
3
4
30'-0"
5
40'-0"
5.8
30'-0"
6
2'-6"
2'-6"
1
1.2
40'-0"
30'-0"
30'-0"
2 40'-0"
10'-0"
10'-0"
3
4
30'-0"
5
40'-0"
5.8
30'-0"
6
5.8
30'-0"
30'-0"
5 40'-0"
10'-0"
A3.0
SINGLE PLY PVC ROOFING WHITE REFLECTIVE MEMBRANE BONDED TO INSULATION - INSULATION FASTENED TO METAL DECK WITH CONCEALED MECH. FASTENERS
15'-0"
A ROOF SCUTTLE
STAIR #2
1
SCREEN WALL
10'-0"
T.O. SCREEN EL.[+57'-2"]
SCREEN WALL
GLASS SKY LIGHT
30'-0"
18'-0"
PE-1
02 A4.3
C
17'-6"
30'-0"
103'-6"
02 A4.3
17'-6"
T.O.S. 2ND FLOOR EL.[+17'-6"]
01 A4.3
ELEVATOR BELOW
16'-0"
B
103'-6"
30'-0"
01 A4.3
16'-0"
SCREEN WALL B
T.O.S. 1ST FLOOR EL.[+0'-0"]
C
LOW-IRON TRANSLUCENT INSULATED GLASS CURTAIN WALL SYSTEM
03
A4.0
02 A4.0
[ North Elevation ]
A4.0
5'-0"
40'-0"
01
A4.0
18'-0"
01
02 A4.0
A4.0
DN TO 2ND FL.
07 A5.0
01 A4.2
01 A3.0
GLASS SKY LIGHT
225'-0"
01
A5.0
GLASS SKY LIGHT
03 A3.0
40'-0"
OPEN TO BELOW
01 A3.0
18'-0"
15'-0"
OPEN TO BELOW
18'-0"
18'-0"
OPEN TO BELOW
E
1
01 A4.2
1.2
2
01 A4.1
* OPENING SPACE AREA : 2913 SF
N
1'-2" 7'-2"
1'-2" 7'-2" 15'-4"
T.O. PARAPET EL.[+50'-0"] T.O. METAL DECK EL.[+48'-10"]
16'-0"
16'-0"
T.O.S. 3RD FLOOR EL.[+33'-6"]
T.O.S. 2ND FLOOR EL.[+17'-6"] 17'-6"
T.O.S. 1ST FLOOR EL.[+0'-0"] HIGH GRADE EXTERIOR PLASTER WITH MARBLE DUST AS BINDER
PLANTER
SIGNAGE
SOUTH ENTRANCE
CANOPY
PLANTER
HIGH GRADE EXTERIOR PLASTER WITH MARBLE DUST AS BINDER
2'-6"
H
2'-6"
04 A3.0
T.O. SCREEN EL.[+57'-2"]
SIGNAGE
15'-4"
SCREEN WALL
17'-6"
35'-0"
35'-0"
01 A4.1
H
02 A4.0
6
10'-0"
G
03 A4.2 GLASS SKY LIGHT
30'-0"
01 A4.1
5.8 40'-0" 30'-0"
15'-0"
OPEN TO BELOW
F.8
ROOF SCUTTLE
G
03 A4.2 18'-0"
STRUCTURAL BRACING TYP.
103'-6"
DN
DN 01 A4.1
25'-0"
ELEVATOR BELOW
30'-0"
103'-6"
25'-0"
ROOF DECK RATED 1 HR TO 4' FROM FACE OF BUILDING @ WEST FACADE ONLY REF: U.L. DESIGN NO. P510
F.8
STAIR #4
5 30'-0"
F 4'-0"
30'-0"
STAIR #1
FE-1 30'-0"
ROOF SCUTTLE ABOVE
40'-0" POINT SUPPORTED STRUCTURAL GLASS SYSTEM
02 A4.2 F
ROOF DECK AND ALL RELATED SUPPORT STEEL ABOVE RATED 1 HR TO 4' FROM FACE OF BUILDING @ WEST FACADE ONLY
30'-0" 30'-0"
30'-0"
30'-0"
EMR
SCREEN WALL
02 A4.2
4 185'-0"
40'-0"
HVAC UNIT (TYPICAL OF 6 TOTAL)
3
E
10'-0"
4'-0"
HIGH GRADE EXTERIOR PLASTER WITH MARBLE DUST AS BINDER
D
225'-0"
5'-0" 18'-0"
18'-0"
OPEN TO BELOW
PLANTER
08 21'-6"
UP FROM 2ND FL.
18'-0"
01
21'-6"
CANOPY
A4.3 D
15'-0"
NORTH ENTRANCE
03
A4.3
38'-0"
EGRESS DOOR
30'-0"
30'-0"
SIGNAGE
OPEN TO BELOW
T.O. METAL DECK EL.[+48'-10"]
T.O.S. 3RD FLOOR EL.[+33'-6"]
STAIR #3
03 A3.0
T.O. PARAPET EL.[+50'-0"]
ROOF DRAIN TYP. 30'-0"
OPEN TO BELOW
SIGNAGE
A
DN
ROOF SCUTTLE ABOVE
DN
1.2 40'-0" 30'-0"
1'-2" 7'-2"
A4.0
2 30'-0"
15'-4"
A3.0
40'-0" POINT SUPPORTED STRUCTURAL GLASS SYSTEM
1'-2" 7'-2"
A4.0
30'-0" 30'-0"
15'-4"
02
2'-6"
02
2'-6"
02
3 185'-0"
10'-0" 02
4
2'-6"
40'-0"
02 A4.0
04 A3.0
T.O. PARAPET EL. +50'-0"
ROOF H.P. EL.= 49'-5" ROOF L.P. EL. @ ROOF DRAIN = 49'-3"
02 A4.0
N
[ 3rd Floor Plan ]
[ Roof Plan ]
[ South Elevation ]
[ East Street View ]
ɔ
[ South Street View ]
ɔ
6
2'-6"
ɔ
6
2'-6"
[ West Street View ]
ɔ
6
ɔ
6
2'-6"
2'-6"
6
2'-6"
7'-2"
T.O. SCREEN EL.[+57'-2"]
PAINTED ALUMINUM COPING SINGLE-PLY PVC WHITE REFLECTIVE ROOFING
PAINTED ALUMINUM COPING
SINGLE-PLY PVC WHITE REFLECTIVE ROOFING
PAINTED ALUMINUM COPING
SINGLE-PLY PVC WHITE REFLECTIVE ROOFING
PAINTED ALUMINUM COPING
03
SINGLE-PLY PVC WHITE REFLECTIVE ROOFING
A5.1
SINGLE-PLY PVC WHITE REFLECTIVE ROOFING 1'-2"
PAINTED ALUMINUM COPING
M-01
M-01
M-01
G-01
LOW-IRON TRANSLUCENT INSULATED GLASS
P-01
T.O. METAL DECK EL.[+48'-10"]
P-01
EXTRUDED AL. C CHANNEL WITH BRIGHT SILVER METALLIC PAINT
EXTRUDED AL. C CHANNEL WITH BRIGHT SILVER METALLIC PAINT
M-04
M-04
06
6" RIGID INSULATION ON 1-1/2" METAL DECK
15'-4"
G-01
8" X 8" STRUCTURAL ST'L. TUBE BRACING
8" X 8" STRUCTURAL ST'L. TUBE BRACING
HIGH GRADE EXTERIOR PLASTER W/ MARBLE DUST AS BINDER
6" RIGID INSULATION ON 1-1/2" METAL DECK 8'-0"
G-01
8'-0"
8'-0"
G-01
HIGH GRADE EXTERIOR PLASTER W/ MARBLE DUST AS BINDER
6" RIGID INSULATION ON 1-1/2" METAL DECK
6" RIGID INSULATION ON 1-1/2" METAL DECK 8'-0"
LOW-IRON TRANSLUCENT INSULATED GLASS
6" RIGID INSULATION ON 1-1/2" METAL DECK
8'-0"
BLOOMINGDALES SIGNAGE
T.O. PARAPET EL.[+50'-0"]
[ Wall Section 01 ]
G-03
[ Wall Section 02 ]
8'-0"
05 A5.2
[ Wall Section 04 ]
3-1/4" CONCRETE FLOOR ON 3" METAL DECK T.O.S. 2ND FLOOR EL.[+17'-6"]
HIGH GRADE EXTERIOR PLASTER W/ MARBLE DUST AS BINDER
01 A5.1
M-01
6" BATT INSULATION 8'-2"
LOW-IRON CLEAR INSULATED GLASS 8'-10"
04 A5.2
CONCRETE SLAB ON GRADE
T-01
[ Wall Section 05 ]
17'-6"
M-04
G-03 BUILT-IN PLANTER TWILIGHT BLACK MATCHPOINT TILE
1'-10"
8'-10"
CONCRETE SLAB ON GRADE
T-01
T-01 BUILT-IN PLANTER TWILIGHT BLACK MATCHPOINT TILE
1'-10"
CONCRETE SLAB ON GRADE
G-03 TWILIGHT BLACK MATCHPOINT TILE
02 A5.1
EXTRUDED AL. C CHANNEL WITH BRIGHT SILVER METALLIC PAINT
TWILIGHT BLACK MATCHPOINT TILE
8'-2"
LOW-IRON INSULATED CLEAR GLASS
16'-0"
50'-0" 8'-0"
LOW-IRON INSULATED GLASS
M-04
M-01
6" BATT INSULATION 8'-2"
8'-2"
CONCRETE SLAB ON GRADE
T-01
8'-0"
8'-0" 8'-0" 8'-0"
8'-0"
8'-0"
M-01
T-01
1'-10"
1'-10"
50'-0"
50'-0" 8'-0"
8'-0"
8'-0" 8'-0" 8'-2"
G-03 TWILIGHT BLACK MATCHPOINT TILE
HIGH GRADE EXTERIOR PLASTER W/ MARBLE DUST AS BINDER
CANOPY BEYOND
TWILIGHT BLACK MATCHPOINT TILE
PROPOSED EXTERIOR LIGHTING FIXTURE TYPE X1 CONTINUOUS IN POCKET 5" OFF FROM BACK PANEL
EXTRUDED AL. C CHANNEL WITH BRIGHT SILVER METALLIC PAINT
G-01
10" X 10" STRUCTURAL ST'L. TUBE BRACING
CANOPY BEYOND
P-01 HIGH GRADE EXTERIOR PLASTER W/ MARBLE DUST AS BINDER
3-1/4" CONCRETE FLOOR ON 3" METAL DECK
M-01
G-01
10" X 10" STRUCTURAL ST'L. TUBE BRACING
4" BATT INSULATION ACCESS PANEL W/ HOLE FOR AIR VENTILATION
HIGH GRADE EXTERIOR PLASTER W/ MARBLE DUST AS BINDER
CONCRETE FLOOR ON METAL DECK
M-01
G-01
T.O.S. 3RD FLOOR EL.[+33'-6"]
EXTRUDED AL. C CHANNEL WITH BRIGHT SILVER METALLIC PAINT
G-01 CONCRETE FLOOR ON METAL DECK
M-01
M-04
LOW-IRON TRANSLUCENT INSULATED GLASS
G-01 CONCRETE FLOOR ON METAL DECK
3-1/4" CONCRETE FLOOR ON 3" METAL DECK
M-04
LOW-IRON TRANSLUCENT INSULATED GLASS
G-01
G-01 SMOOTH MATTE WHITE SURFACE - TYP.
10" X 10" STRUCTURAL ST'L. TUBE BRACING
LOW-IRON TRANSLUCENT INSULATED GLASS
6" BATT INSULATION
EXTRUDED AL. C CHANNEL WITH BRIGHT SILVER METALLIC PAINT
G-01
8'-10"
50'-0"
10" X 10" STRUCTURAL ST'L. TUBE BRACING
6" BATT INSULATION
HIGH GRADE EXTERIOR PLASTER W/ MARBLE DUST AS BINDER
3-1/4" CONCRETE FLOOR ON 3" METAL DECK
8'-0"
G-01
HIGH GRADE EXTERIOR PLASTER W/ MARBLE DUST AS BINDER
CONCRETE FLOOR ON METAL DECK
M-01
8'-0"
G-01
A5.2
G-01
M-01
8'-0"
8'-0"
M-01
03
8'-0"
CONCRETE FLOOR ON METAL DECK
P-01
8'-0"
CONCRETE FLOOR ON METAL DECK
1'-10"
G-01
8'-0"
8'-0"
A5.1 LOW-IRON TRANSLUCENT INSULATED GLASS
01 A5.2
CONCRETE SLAB ON GRADE
T-01
[ Wall Section 06 ]
T.O.S. 1ST FLOOR EL.[+0'-0"]
[ North Street View ]
[ South Street View ]
2" RIGID INSULATION
6"
1-1/2" META
3 1/2"
6" RIGID INSULATION
0.125 ALUM. CLADDING
1/4" STEEL PLATE ANCH
5/8" GWB ON 6" ST'L. STUDS @ 16" O.C
STEEL BEAM STRUC. DWG
7 1/2"
6" RIGID INSULATION SECURED TO METAL DECK W/ MECHANICAL FASTENERS
6"
1/4" FIBERGLASS MESH REINFORCEMENT 2" INSULATION BD. W/ GROOVES IN BACK FOR DRAINAGE 3 3/8"
8"
6" BATT INSU
3" X 4" X 1/2" MISC. STEEL ANGLE @ 4'-0" O.C.
7 1/2" 1"
1-1/2" METAL DECK
1'-6"
6" BATT INSULATION PAINTED ALUM. CURTAIN WALL W/ 1" INSULATED GLASS
6" RIGID INSULATION SECURED TO METAL DECK W/ MECHANICAL FASTENERS
5/8"
1'-0"
5/8" EXTERIOR GYP. BD. SHEATHING
1-1/2" METAL DECK
1'-10 1/2"
1/2" FIN. PLASTER & BASE COAT
3/8"
1/2" X 1/2" GUTTER ANCHOR RAFTER TO STRUCTURE
5/8"
SINGLE-PLY PVC ROOFING WHITE REFLECTIVE FULLY ADHERED BY "CARLISLE SYNTEC INC."
4" 1 1/2"
4" 1 1/2"
T.O. METAL DECK EL. [+48'-10"]
4" EXTRUDED ALUM. CHANNEL 2 1/2"
1 7/8"
1" TAPERED INSULATION 0N 6" RIGID INSULATION
1/4" METAL CASING BEAD
6"
6"
1 1/2"
2"
EXTRUDED ALUM. RAFTER
BUILDING ADHESIVES
5 1/2"
DOUBLE-UP 8" STEEL STUDS (CONT.)
1"
RF.H.P. METAL DECK EL. [+49'-5"]
WEEP HOLE @ 4-'0" O.C.
1/4" SEALANT / BACKER ROD @ JT
1'-2 1/2"
1/4" 3 3/4"
SINGLE-PLY PVC ROOFING WHITE REFLECTIVE FULLY ADHERED BY "CARLISLE SYNTEC INC."
T.O. PARAPET EL. [+50'-0"]
7" (H.P.)
PAINTED ALUM. CURTAIN WALL W/ 1" INSULATED GLASS
W.P. MEMBRANE CONT. TREATED WD. BLOCKING W/ 3/8" CTSK BOLT @ 4'-0" O.C
PAINTED ALUM. WINDOW FRAME W/ 1" INSULATED GLASS ANCHOR TO 8" ST'L. STUDS
ȭ BEAM
5/8" GWB ON 8" ST'L. STUDS @ 16" O.C
3/8" 4"
1"
1"
6"
WEEP HOLE @ 4-'0" O.C.
2" RIGID INSULATION
0.125 ALUM. COPING W/ CONCEALED SPLICING @ JT.
1" TAPERED INSULATION 0N 6" RIGID INSULATION
5 1/2"
SEALANT/BACKER ROD
SINGLE-PLY PVC RO WHITE REFLECTIVE ADHERED BY "CARL SYNTEC INC."
3"
MIN. 1-1/8" LAMINATED SAFETY GLASS
6 1/2"
4 1/2"
1" 1"
1'-2 1/2"
1"
WEEP HOLE @ 4-'0" O.C.
CONT. TREATED WD. BLOCKING W/ 3/8" CTSK BOLT @ 4'-0" O.C
1/4" SEALANT / BACKER ROD @ JT BUILDING ADHESIVES
W.P. MEMBRANE FULLY ADHERED
1" TAPERED INSULA 0N 6" RIGID INSULA
2 1/2" 2"
1'-2 1/2"
2" RIGID INSULATION
0.125 ALUM. COPING
BONDING ADHESIVE
CONT. TREATED WD. BLK W/ 3/8" CTSK BOLTS @ 4'-0" O.C.
9" (L.P.)
1/4" SEALANT / BACKER ROD @ JT
0.125 PAINTED ALUM. COPING W/ SPLICE CONCEALED CONNECTION
[ Southwest View ]
1/4" 7 1/2"
& COL.
4 1/2"
FACE OF PLASTER 1"
8" 7/8"
SAFETY GLASS VERTICAL FIN
1'-1 1/2" 1'-8"
2'-1 1/4"
ȭ ST'L. TUBE
ALUM. CLOSURE 3-1/4" CONC. SLAB ON 3" METAL DECK ȭ BEAM & COL.
6 1/4"
6" BATT INSULATION 4"
8" ST'L. STUDS LATERAL TIE 3/4" FIN. PLASTER & BASE COAT
3" METAL DECK
1/4" FIBERGLASS MESH REINFORCEMENT 2" INSULATION BD. W/ GROOVES IN BACK FOR DRAINAGE 5/8" EXTERIOR GYP. BD. SHEATHING
5/8"
PULLEY
1/8" STEEL SHEET BACK-UP 5/8" GWB ON 7/8" FURRIN
4 1/2"
FIRE SAFING INSULATION
MISC. ST'L. ANGLE SUPPORT (SEE STRUC. DWGS.)
4" X 3" X 1/4" CONT. STEEL ANGLE
WF8 & ST'L. OUTRIGGER
7 1/2"
4" EXTRUDED ALUM. CHANNEL
1-1/2" META
8" X 10" ST'L. TUBE
5/8"
1" THICK LOW-IRON INSULATED SAFETY GLASS
ȭ BEAM
8"
3'-5 7/8"
6" 1 1/2"
6" RIGID INS SECURED TO DECK W/ ME FASTENERS
MISC. 10" X 8" X 3/8" ST'L. PLATE @ 5'-0" O.C
4" x 12" x 3/8" MISC. S.ST'L. ANGLE
5/8" EXTERIOR GYP. BD. SHEATHING
1/4"
4"
4 3/4" 1"
1'-0"
MISC. STAINLESS ST'L. FITTINGS
FIRE SAFING INSULATION 4 1/4"
0.125 AL. FL
3-1/4" CONC. SLAB ON METAL DECK
1/4"
1/2" X 1/2" G
DOUBLE-UP 6" ST'L. STUD
PAINTED ALUM. WINDOW FRAME & 1" INSULATED GLASS ANCHOR TO 8" ST'L. STUDS
0.125 ALUM. CLOSURE
6 1/4"
1/2" 4"
CONT. 3/8" ST'L. PLATE GLASS WALL SUPPORT
4 1/2"
3/8" 4"
1/2" SEALANT & COMPRESSIBLE FILTER
4"
EXTRUDED ALUM. GLASS SHOE
7 1/2"
8"
4" EXTRUDED ALUM. CHANNEL
7'-2 1/4" CL. OPENING
PAINTED ALUM. WINDOW FRAME & 1" INSULATED GLASS ANCHOR TO 8" ST'L. STUDS
CONT. ST'L. BENT PLATE BOLTED THROUGH WD. BLOCKING & STUDS
3/8" 2 1/2"
1'-2 1/2"
3/8" 4"
MIN. 1-1/8" SAFETY GLASS
2" RIGID INSULATION
1'-5 3/4"
3/8" 2 1/2"
EXT. AL. SNAP ON C
SINGLE-PLY PVC ROOFING WHITE REFLECTIVE MEMBRANE FULLY ADHERED
1"
0.125 PAINTED ALUM. COPING W/ CONCEALED SPLICES @ JT CONT. TREATED WD. BLOCKING W/ 3/8" CTSK BOLT @ 4'-0" O.C
7'-2 1/4" CL. OPENING
[ Northeast View ]
3 3/8"
8"
1'-6" 5/8" GWB ON 8" ST'L. STUDS @ 16" O.C
4" STEEL CHANNEL OVERHEAD DOOR W/ PAINTED ALUM. CLADDING
STEEL BEAM. SEE STRUC. DWGS
[ Southeast View ] 5/8" EXTERIOR GYP. BD. SHEATHING
4" X 4" ST'L. TUBE
6"
5'-4"
ȭ ST'L. TUBE
PAINTED ALUM. DOOR FRAME & 1/2" LOW-IRON TEMPERED GLASS
ȭ COL. BEYOND
9 1/8"
3"
2 5/8" 6" 1/2" 2 1/2"
2"
4" 2'-0"
0.125 ALUM. FASCIA & SOFFIT
TAPERED INSULATION
8'-6" CL. OPENING
1"
3"
0.125 ALUM FASCIA & SOFFIT
2-1/2" HOLE THROUGH 4" ST'L. TUBE
SIDE SCUPPER W/ SCREEN
6" X 6" ST'L. TUBE
5/8" GWB
1'-4" 4" X 4" CANTILEVERED TS.
SEALANT / BACKER ROD 6'-6 1/2" CL. OPENING
2-1/2" HOLE THROUGH ST'L. TUBE 1'-8"
S. ST'L. FLASHING
4"
8"
8" X 10" ST'L. TUBE
1" TAPERED INSULATION
4"
2"
1" THICK LOW-IRON INSULATED SAFETY GLASS
TREATED WD. BLOCKING
2"
10" 4"
5"
10"
4"
3/8" 2 3/8" 2 3/8" 7 7/8"
10" 5"
6" X 6" ST'L. TUBE
1'-5 7/8" DOUBLE-UP 8" ST'L. STUDS 5/8" GWB ȭ ST'L. TUBE
1 1/2"
ȭ ST'L. TUBE
SIDE SCUPPER W/ SCREEN
BONDING ADHESIVE
8"
1/4"
2 1/2"
BONDING ADHESIVE
3 3/8"
4" EXTRUDED ALUM. CHANNEL
5/8"
1-1/2" METAL DECKING SINGLE-PLY PVC ROOFING WHITE REFLECTIVE MEMBRANE FULLY ADHERED
5/8"
1'-0"
2" INSULATION BD. W/ GROOVES IN BACK FOR DRAINAGE
1/4"
1'-6"
10" 4"
7 7/8"
1/4" FIBERGLASS MESH REINFORCEMENT
SAFETY GLASS VERTICAL FIN 1"
SINGLE-PLY PVC ROOFING WHITE REFLECTIVE MEMBRANE FULLY ADHERED
FACE OF PLASTER
3/4" FIN. PLASTER & BASE COAT
1" THICK LOW-IRON INSULATED SAFETY GLASS
1" TAPERED INSULATION
1/4" 4"
FACE OF PLASTER
SAFETY GLASS VERTICAL FIN
PAINTED ALUM. WINDOW FRAME W/ 1" INSULATED GLASS ANCHOR TO ST'L. TUBE
[ Section Details ]
[ Northwest View ]
Bloomingdaleâ&#x20AC;&#x2122;s Glendale Kevin Kennon Architect | Jun, 2012 - Oct, 2012 | Glendale, CA | 114,800 sqf Design Development, Construction Document, 3D modeling, Presentation Rendering
PROJECT AREA
BRAND BLVD
W BROADWAY SITE
S. CENTRAL AVE
PARKING
RIA
20
141'-6" 30'-0"
21 30'-0" ALUMINUM FRAMING PAINTED SILVER & EXISTING GLASS TO REMAIN TYP.
02 A-12
W BROADWAY
EXISTING BRICK TO REMAIN M1
M2
M3
28'-0"
EXISTING DOOR PAINTED BLACK
M4
30'-0"
PROPERTY LINE
TWILIGHT BLACK MATCHPOINT TILE TYP.
M5
207'-1 1/2" (V.I.F.)
30'-0"
30'-0"
FACE OF NEW GLASS, STONE VENEER & METAL
3 3/8"
M7 30'-0"
DOORS PAINTED BLACK
ALUMINUM FRAMING PAINTED SILVER & CLEAR LOW-IRON TEMPERED GLASS TYP.
28'-8"
32'-0"
PROPERTY LINE NEW 4'x8' MODULE FACADE PANEL SYSTEM TYP.
MB
44'-0 1/4"
30'-0" 32'-0"
MD CANOPY ABOVE EXIST. FLOOR
30'-0"
E T.O.S. SECOND FLOOR EL. +553'-7 1/4"
T.O.S. SECOND FLOOR EL. +553'-7 1/4"
32'-0"
EXISTING TRANSFER BEAM TO REMAIN
9'-0"
N.I.C.
MF GLASS DOORS W/ S.S. HARDWARE 1'-1 3/4"
11 3/4"
T.O.S. FIRST FLOOR EL. +535'-6"
8'-10 1/2"
ɓ
T.O.S. FIRST FLOOR EL. +535'-6"
[ Wall Sections ]
STONE CLADDING BY OTHERS
5/8 " EXTERIOR GYP. BD. SHEATHING, NIC
A
5/8 " EXTERIOR GYP. BD. SHEATHING, NIC
6" STEEL STUD
MF
PAINTED AL. PLATE CLADDING
ME
N.I.C.
EXISTING STRUCTURE
EL. [+595'-6"] T.O. ROOF
20'-4 3/4"
4"
4"
℄
6" STEEL STUD
30'-0"
MA
144'-4" 30'-0"
30'-0"
28'-8"
SIGNAGE BLOOMINGDALE'S
4'x8' MODULE FACADE PANEL SYSTEM TYP.
1'-0"
EL. [+553'-7 1/4"] 18'-1 1/4"
6" 1'-0"
4"
4" MIN. 3/4" SAFETY EXTERIOR GLAZING
MIN. 3/4" SAFETY EXTERIOR GLAZING
6"
6" 1'-0"
HEAVY DUTY Z-CLIPS FASTENERS AND AL. STEEL TUBE FASTEN TO EXIST. STRUCTURES
5/8"
6"
1 3/8"
4
HEAVY DUTY Z-CLIPS FASTENERS AND AL. STEEL TUBE FASTEN TO EXIST. STRUCTURES
T.O.S. 2ND FL.
2"
1'-0"
1'-0"
7 1/4"
17'-6"
℄
PAINTED AL. PLATE CLADDING 7 1/4"
60'-0"
EL. [+571'-1 1/4"]
6"
5 5/8"
T.O.S. 3RD FL.
PAINTED AL. PLATE CLADDING
2" 5/8"
4
1 3/8"
6"
2" 5/8"
1 3/8"
HEAVY DUTY Z-CLIPS FASTENERS AND AL. STEEL TUBE FASTEN TO EXIST. STRUCTURES
6"
1'-0"
6"
6"
6"
℄ 1/4 " SEALANT 6" DECORATIVE AL. CHANNEL
-
MB
WHITE MARBLE BORDER TYP.
5/8 " GYP. BD. ON 2-1/2" ST'L STUDS
5 5/8"
1/2" TEMPERED GLASS ON EXTRUDED AL. MULLION
4'x8' MODULE FACADE PANEL SYSTEM TYP.
MC
EL. [+591'-6"]
4"
4"
℄
25'-8"
T.O. PARAPET
2"
2"
8" x 8" STRUCTURAL STEEL TUBE W/ SPRAY ON F.P.
6"
5/8 " GYP. BD.
C
-
MD
4'-0"
8" x 8" STRUCTURAL STEEL TUBE W/ SPRAY ON F.P.
EXISTING STRUCTURE
B
-
6" STEEL STUD
PAINTED AL. PLATE CLADDING
EXISTING STRUCTURE
NEW WINDOW OPENG LOW-IRON TEMPERED GLASS & ALUM. FRAME PAINED BLACK CHARCOAL GREY GRANITE STOREFRONT BASE
T.O.S. FIRST FLOOR EL. +535'-6"
[ West Elevation ]
5/8"
TWILIGHT BLACK MATCHPOINT TILE
18'-1 1/4"
25'-8"
15'-2 1/4"
13'-6"
EXISTING DOOR PAINTED BLACK
STONE CLADDING BY OTHERS
FACADE UPLIGHTING STAINLESS STEEL COPING
VERTICAL EXPANSION CONNECTION FOR HANGING STRUCTURAL GLASS FIN SYSTEM
TWILIGHT BLACK MATCHPOINT TILE
MF
EXIST. FLOOR
T.O.S. SECOND FLOOR EL. +553'-7 1/4"
STAINLESS STEEL COPING
ME
F
NEW 4'x8' MODULE FACADE PANEL SYSTEM TYP.
CLEAR LOW-IRON HANGING STRUCTURAL GLASS FIN SYSTEM
FACADE UP-LIGHTING
TWILIGHT BLACK MATCHPOINT TILE TYP.
EXIST. FLOOR
ANCHOR NEW FACADE PANEL SYSTEM TO EXISTING STRUCTURAL CMU WALL BACKAUP TYP.
60'-2 1/8"
1'-0" REVEAL 60'-2"
ANCHOR NEW FACADE PANEL SYSTEM TO EXISTING STRUCTURAL CMU WALL TYP.
01 A-12
2'X2' GLASS PANEL BACKLIT BONDED TO HONEYCOMB BACK-UP, VARIES
T.O.S. THIRD FLOOR EL. +571'-1 1/4"
SUPPORT FOR HANGING STRUCTURAL GLASS STOREFRONT SYSTEM TO BE COORDINATED W/ STRUC. ENGINEER
17'-6"
30'-0"
GLASS DOOR W/ S.S. HARDWARE TYP.
60'-2 1/8"
BRAND BLVD
EXISTING BUILDING N.I.C.
2'X2' STONE VENEER BONDED TO HONEYCOMB BACK-UP, VARIES EXTEND EXISTING CONC. SLAB. SHORING, BRACING & CONNECTIONS TO BE COORDINATED WITH STRUCT. ENGINEER
22'-3 3/8" ENTRANCE DOUBLE HGHT. WIN.
32'-0"
171'-0"
T.O.S. THIRD FLOOR EL. +571'-1 1/4"
MC D
2'X2' ALUMINUM PANEL BONDED TO HONEYCOMB BACK-UP, VARIES
NEW SUPPORT FOR 3RD FLOOR CONC. SLAB EXTENSION TO BE COORDINATED W/ STRUC. ENGINEER
EXIST. FLOOR
T.O.S. THIRD FLOOR EL. +571'-1 1/4"
TWILIGHT BLACK MATCHPOINT TYP. CLEAR LOW-IRON TEMPERED GLASS
OPEN TO ABOVE
3 3/8"
FACE OF NEW GLASS, STONE VENEER & METAL
2'X2' STONE VENEER BONDED TO HONEYCOMB BACK-UP, VARIES
ANCHOR NEW FACADE PANEL SYSTEM TO EXISTING STRUCTURAL CMU WALL BACKUP TYP.
GLASS DOOR W/ S.S. HARDWARE TYP.
C
ɔ
T.O. PARAPET EL. +595'-6"
NEW EXTERIOR GYPBD & VAPOR BARRIER INFILL FLUSH WITH EXISTING BRICK FACADE
ANCHOR NEW FACADE PANEL SYSTEM TO EXISTING STRUCTURAL CMU WALL BACKUP TYP.
ɓ
2'-1 3/4"
SUPPORT FOR ROOF & 3RD FL. TO BE COORDINATED BY STRUC. ENGINEER
2'X2' GLASS PANEL BACKLIT BONDED TO HONEYCOMB BACK-UP, VARIES
MA
COL FACE OF NEW GLASS, STONE VENEER & METAL
NEW PARAPET W. ALUM. COPING, TREATED WOOD BLOCKING ON 8" STEEL STUDS W/ EXTERIOR SHEATHING & FULL HEIGHT FLASHING TO MODIFIED ROOFING EXTEND EXISTING SLAB TO NEW CONC. CURB. SHORING, BRACING & CONNECTIONS TO BE COORDINATED WITH STRUCT. ENGINEER
T.O. ROOF SHEATHING EL. +591'-6"
2'X2' STONE VENEER BONDED TO HONEYCOMB BACK-UP, VARIES
SIDEWALK N.I.C.
ALUMINUM FRAMING PAINTED SILVER & CLEAR LOW-IRON TEMPERED GLASS TYP.
3 3/8"
T.O. PARAPET EL. +595'-6" 2'X2' ALUMINUM PANEL BONDED TO HONEYCOMB BACK-UP, VARIES
M8 26'-8"
TWILIGHT BLACK MATCHPOINT TILE TYP.
ɓ ɔ
1'-6 5/8"
T.O. PARAPET EL. +595'-6"
M6
ɓ
B
ɔ
2'-1 3/4"
30'-0"
ALUMINUM FRAMING PAINTED SILVER & CLEAR LOW-IRON TEMPERED GLASS TYP.
ɓ
FACE OF NEW GLASS, STONE VENEER & METAL
A
29'-6"
COL
COL
22 21'-6"
44'-0 1/4"
19 30'-0"
BUILDING ABOVE
4'-0"
18 30'-0"
[ Renovated Building ]
20'-4 3/4" 28'-0 9/16" 4'X8' PANEL SYSTEM
17 N.I.C.
[ Original Building ]
6'-1 3/4"
[ Site Plan ]
4
TWILIGHT BLACK MATCHPOINT TILE
T.O.S. 1ST FL. EL. [+535'-6"] EXISTING DOORS
[ Plan Detail ]
[ East Elevation ]
Macyâ&#x20AC;&#x2122;s Herald Square Kevin Kennon Architect | Feb, 2012 - Oct, 2014 | Manhattan, NY | 7,000 sqf Construction Document, ADA compliance, 3D modeling, Presentation Rendering, Construction Administration
[ Memorial Entrance ]
[ Elevation ]
[ Section Elevation ]
[ 34th-7th Ave Entrance ]
[ Vestibule Plan ]
[ Plan & Section Detail ]
Chin-Shan Village LWM Architects | Summer, 2011 | Hsin-Dien, Taipei, Taiwan Design Development Study, 3D modeling, Construction Document
[ Site Plan ]
[ Plans ]
[ Elevations ]
VieShow Cinema
[ Lead Designer ] CHU-Studio | Summer, 2009 | Taipei, Taiwan Site Survey, Schematic Design, 3D modeling, Schematic Design Document
[ Overall Plan ]
Theater
Theater
Theater
Theater
Theater
Theater
Theater
Theater
Theater
[ Elevation ] ceiling line
ceiling line
poster box
[ Escalator Tunnel ]
[ Theater Corridor ]
poster box
Lee Residence
[ Lead Designer ] CHU-Studio | Winter, 2008 | Donshi, Taichung, Taiwan Site Survey, Schematic Design, Design Development, Construction Document
[ 1F Plan ]
[ 2F Plan ]
[ Section Elevations ]
Dance Residence
[ Lead Designer ] CHU-Studio | Spring, 2009 | Bali, Taipei, Taiwan Site Survey, Schematic Design, Design Development, 3D modeling, Construction Document
[ Living Room ]
1. Foyer 2. Study Room 3. Mini Bar 4. Living Room 5. Dining Room 6. Bedroom 7. Master Bedroom 8. Balcony
[ Mini Bar ]
9
2
1 3
1
2
4 5
6
8
7
9
[ Plan ]
4
5
[ Dining Room ]