dd drawings sample
DESCRIPTION
DD Coordination Drawings for 550 Moreland in Santa Clara, CATRANSCRIPT
9" 9" 3'-0" NTS 3'-6" NTS 9" 9"6 1/4"
9"5'
-1" N
TS9"
9"5
1 /2"
5 1/
2"8'
-9 1
/2" N
TS
Typ. Exterior Wall:3-coat Stucco overDensGlass GoldSheathing on5-1/2" Steel Studswith R-19 Insulation
Typ. Exterior Wdw:2" x 4-1/2" OffsetGlazed Clear AnodizedAluminum Storefrontwith 3/4" x 3-1/2" F.T.Wood Spacers ea. End
4 1/
2"1'
-3"
7-1/
29
1 /2 "
3 1 /
2"11
1/2
"9 "
3 '-0
" NT S
3'-3" NTS 9" 9" 3'-0" NTS 3'-6" NTS 9" 9"
Exterior Corner:3-coat Stucco overDensGlass GoldSheathing on 5-1/2"Steel Furring over3/8" Sheathing &5-1/2" Steel Studswith R-19 Insulation
Typ. Exterior Wall:3-coat Stucco overDensGlass GoldSheathing on5-1/2" Steel Studswith R-19 Insulation
Typ. Exterior Fin:3-coat Stucco overDensGlass Gold &5-1/2" Steel Studswith R-19 Insulation
Typ. Interior Fin:5/8" Type X Gyp. Bd.over 5-1/2" Steel StudsCoordinate Framingwith Boxed Beams &Framed Soffits Above
Typ. Interior Wall:5/8" Type X Gyp. Bd.over 5-1/2" Steel Studs;3-1/2" Steel Studs @Interior Column Furrg.
3" dia.Roof Drains& Overflows
Varie
s
Exterior WallBelow Window:3-1/2" Steel Studwith R-13Insulation
4'-0"Rail ExtensionPerpendicularBeyond to blockunder Stair shown Dotted
1-1/2" dia. Pipe Railto preclude Passageof 4" dia. Sphere
1-1/2" dia. Handrail@ Walls, Typical
Low WallGuardrail
6'-1
1 1/
8" 6'-1
1"9'-8 1/2"
12'-6
"
6'-3
"6'
-3"
11R
@ 6
.82"
1 1R
@ 6
. 82"
9'-2" 3'-10"
4'-5"1/2"
2'-1
0"
3'-6
"
5'-0"4 1/2"
17R
@ 7
" = 9
'-11 "
1'-9
"
1 1'-8
"3'
-6"
8'-0"9" 8'-1 1/2" 3'-10 1/2"
13.2 15.6 16.1
3R @
7"
9'-4
"
5'-3
"4'
-1"
9R @
7"
7 R @
7"
11'-8
"10
'-0"
3'-6
"10
"
3'-0"4'-6"5'-6"
2'-1
0" U
ON
2-Hr Shaft Wall& Ceiling
12'-6
"9'
-4"
B2
B1
Podium
L2
2 Layers 5/8"Type X Gyp. Bd.@ Interior
2 Layers 5/8"Type X Gyp. Bd.@ Both Sides, Typ.
5/8" Type XGyp. Bd. overShear Plywd.@ Wood Bldgs.except ASW's
Dbl. 3-1/2" Studs
1" Air Space@ Wood Bldgs.3" Air Space@ Steel Bldgs.
4" max. Pipe -Confirm w/ Plmbgthat Risers can runin Adjacent Chase
2 Layers 5/8"Type X Gyp. Bd.@ Unit Furring
3" Acoustical Batt@ all Sound Walls
Second Layer G.B.above Tub
5/8" Type X Gyp. Bd.ea side - over RCChannel @ Corridor
Shear Plywood@ Wood Buildings
3-1/2" Studs, Typ.
3" Acoustical Batt
5/8" Type X Gyp. Bd.ea side - over RCChannel @ Corridor
Shear Plywood@ Wood Buildings
5-1/2" Studs, Typ.
5" Acoustical Batt
TYPE A TYPE B TYPE C TYPE D TYPE E
3" max. Pipe forWasher/Dryer
Second Layer G.B.above Tub
5/8" Type X Gyp. Bd.ea side - over RCChannel @ Corridor
3-1/2" Studs, Typ.
3" Acoustical Batt
7 1/2"Demising
Wood Stud Walls - Bldgs. 1-3
2 Layers 5/8"Type X Gyp. Bd.@ Both Sides, Typ.
Dbl. 3-1/2" Studs
1" Air Space@ Wood Bldgs.3" Air Space@ Steel Bldgs.
4" max. Pipe -Confirm w/ Plmbgthat Risers can runin Adjacent Chase
2 Layers 5/8"Type X Gyp. Bd.@ Unit Furring
3" Acoustical Batt@ all Sound Walls
Second Layer G.B.above Tub
5/8" Type X Gyp. Bd.ea side - over RCChannel @ Corridor
3-1/2" Studs, Typ.
3" Acoustical Batt
5/8" Type X Gyp. Bd.over RC Channel @ Corridor
5-1/2" Studs, Typ.
5" Acoustical Batt
TYPE A TYPE B TYPE C TYPE D TYPE E
3" max. Pipe forWasher/Dryer
Second Layer G.B.above Tub
5/8" Type X Gyp. Bd.ea side - over RCChannel @ Corridor
3-1/2" Studs, Typ.
3" Acoustical Batt
7 1/2"Demising
Steel Stud Walls - Bldgs. 4 & 5
3'-7 1/2"
3'-8
"7'
-8"
3'-0
"8 "
1 '-7
3/ 4
"1 '
-6 3
/4"
1 '-6
3/4
"2 '
-1 3
/ 4"
9'-1
0"1'
-6"
6"2'
-0"
1'-4
1/2
"2'
-6"
1'-4
1/2
"2'
-0"
2'-0" 3'-0" 1'-6"
1'-6" 1'-6"
DwrsDW Sink
Pantry Dwrs
W/DRefr
22 c.f.BottomFreezer
MC
Dwrs
5" 2'-7 1/2" 5'-5" 10" 3'-5 1/2" 2'-11" 5'-3 1/2" 5"
4'-6" 10'-5" 1'-3" 5"
1'-6
"
2'-5
1/2
"9"
5 1/
2 "4'
- 0 1
/2"
2'-7
"
7 1/2"
A
B
25'-0" @ Steel Buildings
24'-10" @ Wood Buildings
C
A
D E
5-1/2" Wall for Pocket Door
1'-6 1/2"7 1/2"2'-6"11 1/2"2'-5"5"
Are 2 Layers of Gyp. Bd. required @Furring for Plumbing Risers? Batt?
2'-3"
9 1/2"
3 1/
2"5
1/2"
1'-0"
2'-8 1/2"
4'-2 1/2"
1'-0
1/2
"3'
-0"
4'- 4
1/2
"2'
- 11"
1 0 5 A P l a z a S t r e e tH e a l d s b u r g, C A 9 5 4 4 8
w w w.j o n w o r d e n a r c h.c o m
JON WORDEN A R C H I T E C T S
T: 707 . 431 . 1894F: 707 . 431 . 1690
MorelandSanta Clara, California550
PrometheusReal EstateGroup, Inc.
UNIT A1 ANALYSISSOUND WALL CONSTRUCTION
DESIGN DEVELOPMENT
1 0 5 A P l a z a S t r e e tH e a l d s b u r g, C A 9 5 4 4 8
w w w.j o n w o r d e n a r c h.c o m
JON WORDEN A R C H I T E C T S
T: 707 . 431 . 1894F: 707 . 431 . 1690
MorelandSanta Clara, California550
PrometheusReal EstateGroup, Inc.
UNIT A1 ANALYSISSOUND WALL CONSTRUCTION
DESIGN DEVELOPMENT
Wood Building Section @ Loft/Decks3
20A8.1W
19A8.1W
1A8.2W
3A8.2W
17A8.1W
20A8.1W
8A8.1W
9A8.1W
Rail Plan
RailSection
50'-0
" Bui
ldin
g H
eig h
t
18'-1
1 1/
4" F
loor
to R
oof T
op F
loor
1 0'- 4
1/2
" Flo
o r t o
Flo
or G
roun
d Fl
oor
10'-3
1/4
" Flo
or to
Flo
o r M
id F
loor
s
8'-0
1/2
" TO
Ply
wd-
TOP
late
8'-1
1 1 /
2 " F
loo r
to M
ezza
nine
Roo
f
7'-1
1 1/
4" C
lear
@ L
ofts
9'-0
1/2
" TO
Ply
wd -
TOP
late
10' -0
" Flo
or to
Flo
or T
o p F
l oo r
8'-1
0" C
lear
@ L
vl 4
3'-0" Overhang
4'-0
" TO
Par
apet
3'- 6
" TO
Rai
l
9'-0
1/2
" TO
Con
c-T O
Plat
e9 '
-0 1
/ 2" T
OP
lyw
d-T O
Pla
t e
1 0' -4
1/2
" Flo
o r t o
Flo
o r G
rou n
d Fl
oor
10' -3
1/4
" Flo
or to
Flo
o r M
id F
l oor
s
8 '-1
0 3 /
4" C
lea r
@ L
vl 1
8 '-9
1/ 2
" Cle
ar @
Lv l
s 2
& 3
7 '-0
" SG
D
3 '-6
" TO
Rai
l
7'-0
" SG
D7'
-0" S
GD
6'-0
" Win
d ow
4 1/
2 "
50' -0
" Bui
ldin
g H
eig h
t
Built-Up or MembraneRoofing over Plywd. Shtg.
Structural Beam wrapped with3-coat Stucco with GSM Cap
Translucent PolycarbonateRoof Panel in Aluminum Frame
2" x 2-3/8" Steel Grate Infill Panelwith 2" sq. TS Cap attached to1/2" x 2" Flat Bar Posts bolted inBrackets attached to Steel Rim
Dbl. 2x8 rim Joists @End of Ripped 2 x 10's
Glulam Beam per Structural
Stucco Soffit with4" Continuous Vent
2" Lt. Wt. Conc. Topping overDrain Mat/Protection Board on3/4" T&G Plywood Sheathing
Landscape ConcreteTopping over HLM-5000& Protection Board
3-coat Stucco Systemover Lath & Bldg. Paperand Structural Sheathing
R-19 Batt @ Exterior
Aluminum FrameSliding Glass Door
Stucco Soffit with4" Continuous Vent
R-30 Batt @ Roof/Clg.
Painted GSM Fascia
3/4" Plywood @ MezzaninesNo Gypcrete per GA# FC5407
Steel Building Section @ Volume2
Steel Building Section @ Decks3
20A8.1S
20A8.1S
5A8.1S
6A8.1S
8A8.1S
9A8.1S
Rail Plan
RailSection
90'-0
" Bui
ldin
g H
eig h
t
1 0'-7
" Flo
or to
Flo
or10
'-7" F
l oor
t o F
loo r
1 5'- 1
1" F
loor
to T
OS
lab
8 7' - 2
" Bu i
ldin
g H
e igh
t
8'-1
0 3/
4" C
lear
@ L
vl 1
8'-1
0 3/
4 " C
lear
@ L
vls
2-7
1 0'- 7
" Fl o
o r to
Fl o
or10
' -7" F
loor
t o F
l oo r
1 0'- 7
" Fl o
o r to
TO
Sla b
2 '-6
" TO
Par
apet
8'-1
0 1 /
2" C
l ea r
@ L
vl 8
7'-0
" SG
D
3 '-6
" TO
Rai
l
7 '-0
" SG
D
3'-6
" TO
Rai
l
7'-0
" SG
D
Aluminum Frame Sliding Glass Door
Translucent PolycarbonateRoof Panel in Aluminum Frame
3-coat Stucco Systemover Lath & Bldg. Paperand Densglas Sheathing
Structural Beam wrapped with5/8" Type X Densglass and3-coat Stucco with GSM Cap
2" x 2-3/8" Steel Grate Infill Panelwith 2" sq. TS Cap attached to1/2" x 2" Flat Bar Posts bolted inBrackets attached to Steel Rim
W12 Beams per ConXtech
Stucco Soffit over Densglas
2-1/2" min. Concrete Toppingover HLM 5000 & Conc. Pan Deckg.
Landscape ConcreteTopping over HLM-5000& Protection Board
Built-Up or MembraneRoofing over 1-1/2" min.Sloping Foam, Cellcrete& Concrete Pan-Deck
Mineral Cap Sheet overDensGlas @ Parapet
GSM Cap Flashing overSelf-Adhered Weather Barrier