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Site:
1219 Broadway Lubbock, TX 33°33′59″N 101°53′12″W
Designation:
Division 17. “CB-2” Central Business District, Broadway/13th/Main
14 Ave O
Site
This BIM project is at the heart of downtown Lubbock Texas. Using Archicad, we as a team of three designed and analyzed a building. Program was to include commercial office space and retail.
Climate data
N
500 ft 200 m
Texas Ave
Ave G
Ave E
!-27 13th St
N
Ave F
14th St
LBB Jan-Dec 1984-92 January 1 December 31 Midnight - 11PM
15th St
16th St Ave F
Ave J
16th St
Buddy Holly Ave
Ave K Ave L
Ave N
16th St
15th St
Texas Ave
Ave M
14th St
Ave O
Avenue Q
14th St
Crickets Ave
13th St
Ave L
13th St
Broadway
Ave J
Broadway
10th St Buddy Holly Ave
Main St
Ave K
Ave M
Main St
Ave N
Ave O
Avenue Q
10th St
Ave F
9th St
9th St
15th St
!-27
8th St
W Open
Restaurant
Lubbock Civil Division
Broadway
Retail
Office P. Office
Office R. Office
Office
Parking
120’-0”
1219 Broadway
Avenue J
Parking
Avenue K
13th Street Avenue L
8%
10% 12%
14%
CALM WINDS 1.36%
CALM
Parking
Open
Univision
Restaurant
6%
1-3
WIND SPEED (KNOTS) +21 7-10 11-16 17-21
4-6
S
In creating the massings of the building, considerations were placed on the surrounding buildings and existing arteries of transportation (Broadway and Ave L). It was decided that a restaurant would share the primary visual conversation with the ground level.
120’-0”
LP&L
4%
NOTE: Frequencies indicate direction from which the wind is blowing.
Main Street
Parking
2%
E
BIM 15
Site analysis
Main Street
Broadway 1219 Broadway
Avenue J
Avenue K
Avenue L
13th Street
Main Roads
Main Street
1219 Broadway
B Broadway
B
B
Avenue J
Avenue K
Avenue L
13th Street
Bus Stops
Vertical Circulation Live/Work Space Offices Mail, etc. Retail/Restaurant Lobby (Loading dock behind)
57'1 1/4" 7'-6"
16
8'1"
ELECTRICAL WIRING SHAFT
1'-4"
8'-10”
7'-11
9'
14'-5”
PLUMBING WALL
9’ 5'3”
STAIRWELL
25 ft
5’X5’ RETURN AIR SHAFT
3'3"
3' TELECOM/ELECTRICAL CLOSET
2'10” MECHANICAL ROOM
3'
N
2'7 3/4"
10 m
15'1 1/2"
9'
6'-6” 5'9”
4'10" MENS RESTROOM
WOMENS RESTROOM
5’X5’ SUPPLY AIR SHAFT
ELEVATOR
3'3"
7'-2"
PROPERTY LINE G KITCHEN
LOADING
-4" 1'
MAIL ROOM
core
-4" 1'
CIRCUIT BREAKERS
7'7”
15'-8"
15'-8"
101' 15'-8"
15'-8"
15'-8"
F
15'-8"
MECH. ROOM
15'-8"
17 16 15 14 6 13 7
AVE L
MECHANICAL ROOM
18
TELECOM/ ELECTRICAL CLOSET
5 12 8
D
3
WATER CLOSETS
2
ELECTRICAL CLOSET
4
E
1
STORAGE
11 9 10
RESTAURANT
LOBBY
WOMENS RESTROOM
MENS RESTROOM
15'-8"
C
ELEVATOR STAIRWELL
3'11"
RETAIL
12'
29'6"
2
3
4
5
6
7
15'-8"
1
9'-8"
15'-8"
A
COURTYARD
4'
101'
29'7"
B
11'-4"
10'
OFFICE SPACE
BROADWAY AVE
office layout
64’-4 3/4” 15'-8"
15'-8"
17 3 16 4 15 5 14 6 13 7 12 8
15'-8"
18 2 11 9 10
15'-8"
Site plan
017 49
1
48’ - 9 1/2”
15'-8"
15'-8"
basement
10'
11'-4"
Heating and Air
area of main supply dimenions
10 9 11 8 12 7 13 6 14 5 15 4 16 3 17 2 18 1
13
area of branch supply dimension 1st dimension 2nd
Basement level
height of cooling tower
3’x1.5’ 2’x1.5’ 14’
- It is economical to operate and virtually selfbalancing. - Minimizes System Noise - Maximize accessibility of rental space - Minimize system maintenance
0 1 9 1 8 2 1 7 3 1 6 4 1 5 5 1 4 6 1 3 7 1 2 8 1 1
08
~45sqft
Benefits: Offers a high degree of local temperature control at moderate costs.
03
05
07
~25sqft 5’x5’
Heating System (VAV) Variable Air Volume
02
06
17
12
F
E
Major Components of (VAV) Variable Air Volume System -
D
C
B
1
2
3
4
5
6
Cooling Tower Chiller Fan Room Boiler Supply and Return Ducts
7
A
General layout for floors 1-4
10 9 11 8 12 7 13 6 14 5 15 4 16
08
3 17
07
2 18 1
19
5th floor layout
20
6th floor layout
Cooling tower is on the roof and feeds into the chiller which is located in the basement. The chiller pumps cold water onto the coils in the fan room, and the boiler pumps hot water onto the coils in the fan room. Exhaust from the boiler is fed into a chimney and out of the building. In the fan room air is pushed over the coils to control the temperature and then goes through the supply ducts into the building.
18
19
20
21
22
23
24
25
26
27
28
29
LEGEND
30
MATERIALS
CEILING SYMBOLS
LIFE SAFETY PLAN
BUILDING SUMMARY
EXIT D REQ. PROV.
PROJECT NAME: INTERMOUNTIAN SARATOGA SPRINGS CLINIC ADDRESS: 354 WEST STATE ROAD 73, SARATOGA SPRINGS, UTAH PROPOSED USE: MEDICAL OFFICE BUILDING OWNER-CONTACT PERSON: BRADY GILES PHONE: 801-234-5881 ARCHITECT-CONTACT PERSON: GARY BLAZZARD PHONE: 801-532-2393
-BUILDING CODE 2006 IBC -MECHANICAL CODE 2006 IMC -PLUMBING CODE 2006 IPC -ELECTRICAL CODE 2005 NEC -FIRE CODE 2006 IFC -STATE/CITY UTAH STATE AMENDMENTS ARE AMENDMENTS APPLICABLE TO THIS PROJECT -ACCESSIBILITY CODE 1998 ICC/ANSI 117.1 BUILDING PLANNING
CITY DESIGN CRITERIA: W IND SPEED SEISMIC W EATHERING FROST LINE TERMITE ROOF SNOW LOAD GROUND SNOW LOAD FLOOR LOAD. OTHER DEFLECTION, RAFTERS (<3/12) WINTER DESIGN TEMP SOILS BEARING CAPACITY MIN.
EXIT B REQ. PROV.
FEC
APPLICABLE CODES
9.4" 36"
90 (40) EXPSURE B OR D2 SEVERE 30" SLIGHT / MODERATE 30 LB 43 LB 40 LB L / 180 8c / 46.6f 1,500 psf
FE 116' - 2"
OCCUPANCY: B MIXED OCCUPANCY? YES / NO REQUIRED FIRE SEPARATION NONE TYPE OF CONSTRUCTION CONSTRUCTION TYPE: V - B
120' - 4"
FDC
CODE REFERENCE
GENERAL BUILDING LIMITATIONS -ALLOWABLE FLOOR AREA 36,000 SF -ALLOWABLE AREA INCREASES YES / NO -HEIGHT OF BUILDING 16' NUMBER OF STORIES 1 -HIGH RISES YES / NO -MEZZANINE YES / NO -PARKING SPACED REQUIRED SEE SITE PLAN ACCESSIBLE PARKING SPACE REQUIRED SEE SITE PLAN
506.3 SPRINKLED = AREA + 300% 9,000 BASE SF -27,000 (SPRINKLED)
FEC
58' - 0"
81' - 6"
FEC
= 36,000 SF -9,457 GSF NEW CONSTRUCTION
FIRE PROTECTION SYSTEMS -FIRE DISTRICT YES / NO -FIRE EXTINGUISHING SYSTEM
NOT REQUIRED 72"
YES / NO
EXIT C
ESSENTIAL BUILDING -ESSENTIAL BUILDING BY CATEGORY
YES / NO
FIRE RESISTANT CONSTRUCTION / FIREPROOFING SCHEDULE ITEM -EXTERIOR WALLS: LOAD BEARING NON-LOAD BEARING -FIRE/PARTY W ALLS -SHAFTS -TENANT SEPARATION -INTERIOR WALL: LOAD BEARING NON-LOAD BEARING -COLUMNS -BEAMS -FLOOR/CEILING -ROOF/CEILING
0 0 N/A (NONE) N/A (NONE) N/A (ONE TENANT) 0 0 0 0 N/A 0 (CLASS C)
REQ. PROV.
NOT REQUIRED 44"
EXIT A
REQ. PROV.
9.4" 72"
PLAN NORTH
1
2
3
4
5 5.9
6
7
7.9
8
8.1
8.9
8.6
9
31
10
9.1
138' - 9 17/32" 14' - 5 9/32"
26' - 4 3/8"
0' - 10 1/8"
19' - 10 7/8"
5' - 6"
17' - 6 1/8"
12' - 9 5/8"
0' - 7 5/8"
15' - 0 3/8"
13' - 11"
9' - 2 1/4"
0' - 9 1/4"
0' - 9 3/8"
11' - 8 1/32"
A
9' - 7 11/32"
0' - 3 7/8"
11' - 8 1/32"
0' - 9 3/8"
9' - 7 11/32"
A
K
11' - 7 1/2" 5' - 1"
83' - 3 1/4"
10' - 3"
5' - 11 1/2"
J
0' - 9 1/4" 5' - 11 1/2" 5' - 8 7/8"
5' - 8 7/8"
H
D
5' - 1"
5' - 1"
83' - 3 1/4"
5' - 1"
G
C
10' - 3"
F
0' - 9 1/4"
E
5' - 10 1/2"
D
B.95
5' - 10 1/2"
11' - 7 1/2"
C
0' - 2 1/4"
B
0' - 2 1/4"
B B.95
10' - 7 5/8"
H J K K.6
M N
1' - 0"
3' - 0"
26' - 4 3/8"
0' - 10 1/8"
19' - 10 7/8"
5' - 6"
0' - 7 5/8"
17' - 6 1/8"
12' - 9 5/8" 0' - 9 3/8" 0' - 9 1/4" 15' - 0 3/8"
9' - 2 1/4"
13' - 11"
138' - 9 17/32"
2' - 0"
4' - 0"
6' -
5' - 0"
0"
7' - 0"
G
0' - 3 7/8" 0' - 9 3/8" 14' - 5 9/32"
-0 "
9' -
F
0'
8' - 0"
N
8' - 0"
0"
M
0' - 9 3/8"
0' - 9 3/8"
10' - 7 5/8"
K.6
E
1
3
2
4
5 5.9
6
5.9
6
7
7.9
8
8.1
8.6
8.9
9
9.1
10
7
7.9
8
8.1
8.6
8.9
9
9.1
10
0' 0" -1' 0" -2' 0" -3' 0" -4' 0" -5' 0" -6' 0" -7' -8' - 0" 0" -9' 0"
REFECTED CELING PLAN 1
2 9' - 1 21/32"
5' - 0"
3 5' - 2"
4' - 0" 2' - 4" 4' - 0"
5' - 0"
4
4' - 0"
5
6' - 8"
4' - 0" 2' - 4" 4' - 0"
5' - 0"
3
4' - 0"3' - 0 5/8" 138' - 9 17/32"
67' - 8 9/32"
0' - 10 1/8"
19' - 10 7/8"
5' - 6"
17' - 6 1/8"
12' - 9 5/8"
0' - 3 7/8"
0' - 9 3/8" 0' - 9 1/4"
13' - 11" 0' - 9 3/8"
J K
1'-0 "
10' - 7 5/8" 0' - 9 3/8" 26' - 4 3/8"
0' - 10 1/8"
19' - 10 7/8"
0' - 7 5/8"
5' - 6"
8.9
9
9.1
PEDS MA STATION 147
102
STAFF TOILET 110
3
111
101
9' - 1 21/32"
5' - 6"
3' - 4"
4' - 0"
INSTACARE MA STATION 143
8' - 8"
4' - 0"
EXAM 117
6' - 8"
D
D
D
E
E
E
3
4
5 5.9
6
7 1
ROOF PLAN
A 5.0
7.9
8
8.1
8.6
8.9
9
9.1
10
9' - 7 11/32"
BUSINESS OFFICE 144
RECEPTION 156
1
4' - 0"
F
F
0' - 2 1/4"
ELEC 138
WAIT 157
A 6.0
119
CORRIDOR 145 136
EXAM 118
6' - 0"
4' - 0"
2
6' - 8"
120
2 A 7.0 121
122
EXAM 119
4' - 0"
6' - 0"
C
137
PUBLIC TOILET 136
PUBLIC TOILET 137
160B
A 6.0
EXAM 120
HSK 121
4' - 0"
10' - 8"
CALL CENTER 122
4' - 0"
WAIT 158
VESTIBULE 160
7' - 4 3/8"
160A
26' - 4 3/8"
0' - 10 1/8"
19' - 10 7/8"
6' - 1 5/8"
17' - 6 1/8"
0' - 9 1/4"
138' - 9 17/32"
25' - 3 3/4"
D E F 2
G H J K K.6
M
3 A 7.0 0' - 9 3/8" 13' - 7"
B.95
0' - 3 7/8"
N
0' - 9 3/8" 14' - 8 3/8"
1 A 7.0
F 2
A 5.0
G
G
G
H
H
H
J
J
J
K
K
K
K.6
K.6
K.6
M
M
M
N
N
N
7.9 2
138
123
118
1
2
3
4
5
5.9
FLOOR PLAN
8
CLEARSTORY ROOF PLAN
8.1
8.6
8.9
9
9.1
6
7
7.9
8
8.1
8.6
8.9
9
9.1
10
1 A 5.0
Building InformationTechnolgy
Progam: Autodesk Revit Objective: Learn to model and create project documents based off an existing document set.
138' - 9 17/32"
1
159
CORRIDOR 142
117
EXAM 116
MECH 139
TREATMENT 123
6
116
CLINIC MANAGER 115
140
INTAKE 152
TREATMENT 124
1145 BATH SOUTH
CORRIDOR 141 115
A 6.0
139
124
PATIENT TOILET 113
PATIENT TOILET 4 BATH NORTH 114
110
OFFICE 101
113
TREATMENT 112
EXAM 111
11' - 8 1/32"
DRAW 151
146A
WAIT 146
CORRIDOR 150 112
BREAK 102
RADIOLOGY 159
135
11' - 7 1/2"
134
5' - 10 1/2"
SUPPLY 134
EXAM 131
5' - 1"
131
CONTROL 135
83' - 3 1/4"
CORRIDOR 154
CORRIDOR 148
CORRIDOR 153
130
EXAM 130
B EXAM 132
10' - 3"
2' - 11 1/4" 4' - 11' 0" - 84'1/32" - 0" 4' - 0" 5' - 1" 11'5'- -4"10 1/2"
132
M N
0' - 3 7/8" 0' - 9 3/8" 9' - 2 1/4" 13' - 11"
12' - 9 5/8" 0' - 9 3/8" 0' - 9 1/4" 15' - 0 3/8"
17' - 6 1/8"
8.6
133
129
0' - 7 5/8"
5' - 10 1/2" 5' - 1" 10' - 3" 5' - 1" 0' - 9 1/4" 5' - 11 1/2" 5' - 8 7/8"
1/4" / 1'-0"
RD
N 14' - 5 9/32"
8.1
C
83' - 3 1/4"
1/4" / 1'-0" 1/4" / 1'-0"
WAITING CLEARSTORY WEST
1/4" / 1'-0" OD
1'-0 "
RD
1/4" /
OD 1'-0 "
10' - 7 5/8" 0' - 9 3/8"
M
8
11' - 7 1/2"
OD 1/4" / 1'-0"
1/4" / 1'-0" 1/4" / 1'-0"
5' - 1"
1/4" /
-0" / 1'
-0" / 1'
K.6
A 6.0
K.6 7.9
B.95
EXAM 125
125
14' - 5 9/32"
1/4"
1/4"
K
1/4" / 1'-0"
5' - 10 1/2" 5' - 1"
83' - 3 1/4"
10' - 3"
J
5' - 8 7/8"
H
1
0' - 9 1/4"
G
5' - 11 1/2"
4
1/4" / 1'-0"
0" / 1'-
1/4" / 1'-0"
1'-0"
1/4"
RD
OD RD
1/4" /
1'-0 " 1/4" /
0' - 2 1/4"
/ 1/4"
11' - 7 1/2"
-0" / 1'
F A 5.0
1'-0"
D
/ 1/4"
C
1/4"
B.95
0' - 2 1/4" 9' - 7 11/32"
B 9' - 7 11/32"
B
E
H
A
1/4" / 1'-0"
1/4" / 1'-0"
11' - 8 1/32"
9' - 2 1/4"
11' - 8 1/32"
0' - 7 5/8"
A
15' - 0 3/8"
EXAM 129
A
0' - 9 3/8"
5' - 1"
26' - 4 3/8"
103
109
EXAM 126
14' - 8 3/8" 0' - 3 7/8"
EXAM 133
5' - 8 7/8"
G
138' - 9 17/32" 14' - 5 9/32"
4
EXAM 109
126
EXAM 128
0' - 9 1/4"
A 5.0
104
127
108
EXAM 127
5' - 11 1/2"
10
9.1
25' - 3 3/4" 0' - 9 1/4"
10' - 7 5/8"
9
13' - 7"
0' - 9 3/8"
8.9
8.6
39' - 2 7/8"
17' - 6 1/8"
0' - 7 5/8"
WAITING CLEARSTORY WEST
8.1
6' - 1 5/8"
128
TYPICAL EXAM
8
19' - 10 7/8"
BATH WEST
7.9
EXAM 108
BATH EAST
7
105
CORRIDOR 155
6
EXAM 107
106
CORRIDOR 140
5 5.9
4
0' - 10 1/8"
107
CORRIDOR 149
2' - 8" 4' - 0" 10' - 3" 4' - 0"
3
2
148
0' - 9 3/8"
1
OFFICE 103
0' - 9 1/4"
3
2' - 0" 4' 5' - 0" - 11 1/2" 4' - 0" 5' - 8 7/8" 8' - 8" 5' - 1"
F
A 5.0
83' - 3 1/4"
D E
OFFICE 104
4' - 0" 11' - 74'1/2" - 8"
C
OFFICE 105
0' - 2 1/4"
B.95
31' - 10 3/8"
26' - 4 3/8"
0' - 9 3/8"
9'4'- 7 - 8" 11/32" 4' - 0"
B
SITE PLAN
14' - 5 9/32"
OFFICE 106
10' - 7 5/8" 3' - 4"
A
Drawings not shown: Interior Elevations Framing Plan Foundation plan Door Schedule
A 5.0
ELEVATIONS
1
32
2
4
3
5 5.9
6
7
7.9
8
8.6
8.1
8.9
9
10
9.1
1 A 7.0
TO ROOF 23' - 9 1/2" TO SCREEN WALL 19' - 4" SHEET METAL TO PARAPET 15' - 8"
3
PARAPET CAP
TO ROOF 23' - 9 1/2"
ELECTRICAL OUTLET FOR OWNER SIGNAGE COORDINATE EACT LOCATION WITH SIGNAGE INFORMATION
LIGHT - CENTER HORIZONTALLY BETWEEN WINDOWS
EIFS FINISH ON MECHANICAL SCREEN WALL
SHEET METAL FASCIA AND TRIM
A 7.0
BRICK/STONE CONTROL JOINT
TO SCREEN WALL 19' - 4"
SHEET METAL PARAPET CAP
ROOF FLASHINGS
TO PARAPET 15' - 8" LIGHT - CENTER HORIZONTALLY BETWEEN WINDOWS
1ST FLOOR 0' - 0"
1
1
2
3
LIGHT - CENTER HORIZONTALLY BETWEEN WINDOWS
5 5.9
4
BRICK/STONE CONTROL JOINT
South
6
HOSE BIBB
BRICK/STONE CONTROL JOINT
N
M
K.6 K
7
ROOF DRAIN OVERFLOW
J
7.9
G
H
8
8.1
F
E
8.6
SHEET METAL FASCIA, TRIM AND TO MATCH GUTTER COLOR WINDOW MULLION
D
8.9
9.1
9
C B.95
10
B
1ST FLOOR 0' - 0"
A
2 A 7.0
TO ROOF 23' - 9 1/2"
TO ROOF 23' - 9 1/2"
TO SCREEN WALL 19' - 4"
1ST FLOOR 0' - 0"
N 2
K.6 K
M
J
G
H
F
BRICK/STONE CONTROL JOINT
East
10
9.1
9
8.9
8.6
8.1
8
7.9
TO SCREEN WALL 19' - 4"
SHEET METAL PARAPET CAP
TO PARAPET 15' - 8"
6
7
E
D
FDC GAS METER
C B.95
TO PARAPET 15' - 8"
B
1ST FLOOR 0' - 0"
A
ROOF DRAIN OVERFLOW
4
5.9 5
3
2
1
1 A 7.0
TO ROOF 23' - 9 1/2" TO SCREEN WALL 19' - 4" SHEET METAL TO PARAPET 15' - 8"
PARAPET CAP
TO ROOF 23' - 9 1/2"
EIFS FINISH ON MECHANICAL SCREEN WALL
LIGHT - CENTER HORIZONTALLY BETWEEN WINDOWS
3 BRICK/STONE CONTROL JOINT
LIGHT - CENTER HORIZONTALLY IN BRICK PANEL
A 7.0
TO SCREEN WALL 19' - 4"
BRICK/STONE CONTROL JOINT
TO PARAPET 15' - 8"
LIGHT - CENTER HORIZONTALLY BETWEEN WINDOWS
1ST FLOOR 0' - 0"
10
9.1
9
8.9
8.6
8.1
8
7.9
7
BRICK/STONE CONTROL JOINT
6
5.9 5
4
3
2
BRICK/STONE CONTROL JOINT
LIGHT - CENTER HORIZONTALLY OVER DOOR OPENING
HOSE BIBB
3
1
North
B
A
B.95 C
D
E
F
G MECHANICAL SCREEN REMOVED FOR CLARITY
TO ROOF 23' - 9 1/2" TO SCREEN WALL 19' - 4"
J
M
K K.6
2
N
STANDING SEAM METAL ROOF SYSTEM
A 7.0
TO ROOF 23' - 9 1/2" TO SCREEN WALL 19' - 4"
EXTENT OF VISUAL MOCKUP TO BE PROVIDED
SHEET METAL PARAPET CAP
TO PARAPET 15' - 8"
H
TO PARAPET 15' - 8"
SHEET METAL FASCIA, TRIM AND GUTTER
1ST FLOOR 0' - 0"
4
West
A
ROOF DRAIN OVERFLOW
B
B.95 C
BRICK/STONE CONTROL JOINT
D
HOSE BIBB
E
F
BRICK/STONE CONTROL JOINT
G
H
J
K K.6
1ST FLOOR 0' - 0"
M
N
1ST FLOOR 0' - 0"
33
TO ROOF 23' - 9 1/2"
TO ROOF 23' - 9 1/2"
TO ROOF 23' - 9 1/2"
DETAILS
TO ROOF 23' - 9 1/2"
3/4" TREATED PLYWOOD 2 X PLATE SLOPE 2% MIN 2 X 6 FRAMING
GAUGE METAL ANGLE (8" LEGS) ANCHORED TO FRAMING WITH 1/4" X 2" SCREWS AT 12" O.C. (TOP LEG REDUCES IN DEPTH WHERE BRICK STEPS BACK AGAINST GLAZING SYSTEM)
CONT SEALANT
TO SCREEN WALL 19' - 4"
TO SCREEN WALL 19' - 4"
TO SCREEN WALL 19' - 4"
3 COURSES OF BRICK IN ROWLOCK COURSING
TO SCREEN WALL 19' - 4"
12" SOLIDER COURSE SE 3/4" IN FROM FACE OF BRICK
TO PARAPET 15' - 8"
TO PARAPET 15' - 8"
TO PARAPET 15' - 8"
TO PARAPET 15' - 8"
TO PARAPET 15' - 8"
TO PARAPET 15' - 8" 1 A 7.1
1
PARAPET
WOOD SHEATHING CONT 10" HIGH STRIP OF CAVITY DRAINAGE MATERIAL
VAPOR RETARDER
DAMPPROOF AIR BARRIER BATT INSULATION
TAPERED FLOOR PREP 12" BACK FROM FACE OF WALL
10" HIGH FIRST STONE COURSE
#10 FLAT HEAD STAINLESS STELL CREW IN EXPANSION SLEEVE AT 18" O.C.
S/S FLASHING WITH HEMMED EDGE
14 GAUGE X CONT GALV STEEL PLATE
CONT SEALANT 3/4" FDN CHAMFER
3 A 7.1 2
SILL
FACE BRICK CONT 10" HIGH STRIP OF CAVITY DRAINAGE MATERIAL
WOOD SHEATHING
DAMPPROOF AIR BARRIER BATT INSULATION
RUBBERIZED ASPHARLT UNDERLAYMENT ON WOOD SHEATHING AND LAPPED OVER STAINLESS STEEL FLASHING WOOD HEADER
STONE HEADER WEEP PAINT ANGLE TO MATCH COLOR OF BRICK STAINLESS STEEL FLASHING WITH HEMMED EDGE TO FLUSH WITH FACE OF BRICK. EXTEND FLASHING 8" BEYOND WINDOW OPEINING AT EACH END. CUT OF HEMMED DRIP EDGE OF FLASHING BEYOND EACH SIDE OF WINDOW OPENING. SEALANT AND BACKER ROD
3
1ST FLOOR 0' - 0"
1ST FLOOR 0' - 0"
1ST FLOOR 0' - 0"
1ST FLOOR 0' - 0"
1ST FLOOR 0' - 0"
0' - 7 7/8"
1
CLEARSTORY EXTERIOR WALL
Wall Sections
2
HIGH LOBBY CLEARSTORY WALL
3
SECTION THROUGH GLAZED WALL
2 A 7.1
1ST FLOOR 0' - 0"
WINDOW HEAD
VAPOR RETARDER 2X3 NAILER
AIR/WATER BARRIER FLASHING TAPE GALVANIZED STEEL LINTEL 3/8" GYP BD SEALANT GLAZED ALUMINUM WALL SYSTEM
34
35
36
37
38
39
40
41
42
43
44