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STATION
378
FITE STREET
SW
EE
TST
AN
DLE
Y
401
401
394
GE
NE
SIS
CE
NTE
R
394
526
COSMIC RAY
365
RECYCLINGMATERIAL
536
220
273
HOUSEFRAT
PPD SH
OP
S
267
218
QUONSET 2HOUSING
SHOP
PPD CARPENTERS
LAB
WAREHOUSEHOUSING467
SCENE SHOPTHEATRE
387
VISTA DEL MONTE
FACILITYAIR TEST343
AKA RESEARCHWIND TUNNEL371
DEPARTMENTAL STORAGE384
DEPARTMENTAL STORAGE381
DEPARTMENTAL STORAGE382
RE
SE
AR
CH
DR
IVE
LO
CU
ST
ST
RE
ET
WIL
LIA
MS
AV
EN
UE
STREETSWEET
McARTHUR STREET
STREET
DR
.
PPD GROUNDS223
OFFIC
EC
ENTER
GENESIS
395
355
PPD FIRE
PPD OFFICE221PPD W
AREHOUSE222
QUONSETHOUSING152
STORAGEPPD153
WELLS HALL
FRATERNITY HOUSE271
FRATERNITY HOUSE272
LO
CU
ST
ST
RE
ET
ST
AN
DLE
Y D
R.
McA
RTH
UR S
TREE
T
WIL
LIA
MS
AV
EN
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SW
EE
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TR
EE
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McA
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HU
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TR
EE
T
FIT
E S
TR
EE
T
FITE S
TREET
GREGG STREET
316
STORAGEAG. SERVICE
FRATERNITY HOUSE274
PROJECTION (PLAN / ELEVATION)
MEMBRANE ROOFING
STUCCO
CUT (SECTION)
CONCRETE
EARTH
RIGID INSULATION
BATT INSULATION
WOOD BLOCKING
SPRAYED INSULATION
1HR WALL
2HR WALL
CMU
EXISTING TO REMAIN
BUILDING SECTION SYMBOL WALL SECTION SYMBOL
ELEVATION SYMBOLS REFERENCE KEYNOTE SYMBOL
A101
1SIM
09 21 16.GB58
SPECIFICATION SECTION THAT GOVERNS ELEMENT DESIGNATOR(CSI MASTERFORMAT 2011)
DETAIL SYMBOL
A101
1SIM
SIMILAR, TYPICAL, OR MIRRORED REFERENCE
SIMILAR, TYPICAL, OR MIRRORED REFERENCE
SPOT DIMENSIONS
HEIGHT INDICATION (ABOVE RESPECTIVE GROUND FLOOR LEVEL ELEVATION)
0'-0"
WINDOW/ DOOR TAG SYMBOLS
WALL TAG SYMBOL
PARTITION TYPE
1,234 SF
12
ROOM NUMBER
AREA
OCCUPANT LOAD
ROOM TAG SYMBOL
Room name101
AFF1'-0"
CEILING TAG SYMBOL
HEIGHT INDICATION (ABOVE RESPECTIVE FLOOR LEVEL ELEVATION)
DETAIL
SHEET NUMBER
SHEET NUMBER
BUILDING SECTIONNUMBER
SHEET NUMBER
DETAIL
SHEET NUMBER
BUILDING SECTION NUMBER
SHEET NUMBER
ELEVATION NUMBER
ELEMENT DESIGNATOR
A1 A101
E3/A504
DETAIL / SHEET #E3/A
504
A101
1SIM
A101
1SIM
A101
1SIM
1
A101
1t
101 DOOR TAG
1tWINDOW TAG
TRUE NORTH
This document may not be reproduced in whole or part by any means, electronic or otherwise without the explicit written permission of Williams Design Group, Inc. All reports, plans, specifications, computer files, field data and other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect. The Architect shall retain all common law, statutory, and other reserved rights, including the copyright thereto.
Copyright 2017 © Williams Design Group, Inc. All rights reserved.
WILLIAMS DESIGN GROUP INC1014 SOUTH MAIN STREETLAS CRUCESNEW MEXICO 88005P. 575.528.0022F. 575.528.0023
SHEET NO.
SHEET TITLE
ISSU
E:
D
C
B
A
1 3 4 52
Drawn By:Author
Checked By:Checker
PROJECT NO.206-95
G001
COVER SHEET
9-2
6-2
017
NM
SU
ST
OR
AG
ES
PH
AS
E 3
RE
SE
AR
CH
DR
. LA
S C
RU
CE
S, N
M 8
800
9-26-2017
ARCHITECTURAL
AD101 DEMOLITION PLAN 1
A100 ARCHITECTURAL SITE PLAN 2
A101 FLOOR PLAN - FIRST FLOOR 2
A131 ROOF PLAN 2
A201 EXTERIOR ELEVATIONS 2
A601 DOOR TYPES & SCHEDULE 2
NMSU PROJ #3077 STORAGE FACILITY - PHASE 3
BUILDING A (382)
2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL EXISTING BUILDING CODE2015 NM COMMERCIAL CODES2012 NM PLUMBING CODE2012 UNIFORM MECHANICAL CODE2012 NM MECHANICAL CODE2014 NATIONAL ELECTRICAL CODE2014 NM ELECTRICAL CODE2009 INTERNATIONAL ENERGY CONSERVATION CODE
DESIGN CODES
DRAWING INDEX:
GENERAL
G001 COVER SHEET
FILL/HATCH LEGEND:
OWNER:
NEW MEXICO STATE UNIVERSITY
1780 E UNIVERSITY AVE
LAS CRUCES, NM 88003
P. (575) 646-5355
CONTACT: JOSE LOERA
ARCHITECT:
WILLIAMS DESIGN GROUP, INC
1014 SOUTH MAIN STREET
LAS CRUCES, NM 88005
P. (575) 528 - 0022
F. (575) 528 - 0023
CONTACT: DAVID CLARKE
ANNOTATION LEGEND:
PROJECT DATA:
SCOPE OF WORK:
PROJECT TYPE: REPAIR - LEVEL 1 ALTERATIONSTOTAL # OF STRUCT. PROPOSED: NONE
OCCUPANCY:
SECTION 304 GROUP S1, STORAGE (SELF STORAGE UNITS)
2015 IEBC SECTION 801 - LEVEL 1 & LEVEL 2 ALTERATIONS
TOTAL WORK AREA: BUILDING A (382) TOTAL AREA 12,653 SF
TOTAL EXISTING BUILDING AREA: 87,735 SF
OCCUPANT LOAD:
100 GSF/1 OCCUPANT - 2,504 GSF = 26 TOTAL OCCUPANT LOAD OF WORK AREA - NO CHANGE FROM EXISTING
OCCUPANCY SEPARATIONS:
NONE, NO CHANGE IN OCCUPANCY OR OCCUPANT LOAD
PARKING REQUIREMENTS:
NEW MEXICO STATE UNIVERSITY - EXISTING PARKING - NO NEW PARKING ADDED
EXISTING RESTROOMS ON LEVEL
NONE PROVIDED
PER IEBC CHAPTER 8 SECTION 810 - OCCUPANT LOAD NOT INCREASED - NO NEW PLUMBING FIXTURES REQUIRED.
FIRE ALARM - WORK AREA TO REMAIN CONNECTED TO EXISTING SYSTEM
FIRE SPRINKLERS - WORK AREA TO REMAIN CONNECTED TO EXISTING SYSTEM
SEPT 26, 2017WDG PROJECT NO: 206-95
VICINITY MAP: NTS
Mark
Date
Description
193 SF
UNIT
76
193 SF
UNIT
77
193 SF
UNIT
78
193 SF
UNIT
79
193 SF
UNIT
80
193 SF
UNIT
81
193 SF
UNIT
82
193 SF
UNIT
83
193 SF
UNIT
84
193 SF
UNIT
85
193 SF
UNIT
86
193 SF
UNIT
87
193 SF
UNIT
88
193 SF
UNIT
89
193 SF
UNIT
90
193 SF
UNIT
91
193 SF
UNIT
92
193 SF
UNIT
93
193 SF
UNIT
94
193 SF
UNIT
95
193 SF
UNIT
96
193 SF
UNIT
97
193 SF
UNIT
98
193 SF
UNIT
99
106 SF
UNIT
100
103 SF
UNIT
101
103 SF
UNIT
102
106 SF
UNIT
103
193 SF
UNIT
104
193 SF
UNIT
105
193 SF
UNIT
106
193 SF
UNIT
107
193 SF
UNIT
108
193 SF
UNIT
109
193 SF
UNIT
110
193 SF
UNIT
111
193 SF
UNIT
112
193 SF
UNIT
113
193 SF
UNIT
114
193 SF
UNIT
115
193 SF
UNIT
116
193 SF
UNIT
117
193 SF
UNIT
118
193 SF
UNIT
119
193 SF
UNIT
120
193 SF
UNIT
121
193 SF
UNIT
122
193 SF
UNIT
123
193 SF
UNIT
124
193 SF
UNIT
125
193 SF
UNIT
126
193 SF
UNIT
127
193 SF
UNIT
128
193 SF
UNIT
129
193 SF
UNIT
130
193 SF
UNIT
131
193 SF
UNIT
132
193 SF
UNIT
75
193 SF
UNIT
74
193 SF
UNIT
73
193 SF
UNIT
72
193 SF
UNIT
71
109 SF
UNIT
70
107 SF
UNIT
69
107 SF
UNIT
68
109 SF
UNIT
67
MATCH LINEMATCH LINE
02 41 00.D7
TYP
02 41 00.D7
TYP
02 41 00.D8
TYP
11'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 11'-0"
9'-1
1 1
/2"
10
'-1 5
/8"
10
'-1 5
/8"
10
'-4 1
/4"
109 SF
UNIT
67
107 SF
UNIT
68
107 SF
UNIT
69
109 SF
UNIT
70
193 SF
UNIT
71
193 SF
UNIT
72
193 SF
UNIT
73
193 SF
UNIT
74
193 SF
UNIT
75
193 SF
UNIT
76
193 SF
UNIT
77
193 SF
UNIT
78
193 SF
UNIT
79
193 SF
UNIT
80
193 SF
UNIT
81
193 SF
UNIT
82
193 SF
UNIT
93
193 SF
UNIT
94
193 SF
UNIT
95
193 SF
UNIT
96
193 SF
UNIT
97
193 SF
UNIT
98
193 SF
UNIT
99
106 SF
UNIT
100
103 SF
UNIT
101
103 SF
UNIT
102
106 SF
UNIT
103
193 SF
UNIT
132
193 SF
UNIT
131
193 SF
UNIT
130
193 SF
UNIT
129
193 SF
UNIT
128
193 SF
UNIT
127
193 SF
UNIT
126
193 SF
UNIT
125
193 SF
UNIT
124
193 SF
UNIT
123
193 SF
UNIT
122
193 SF
UNIT
121
193 SF
UNIT
110
193 SF
UNIT
109
193 SF
UNIT
108
193 SF
UNIT
107
193 SF
UNIT
106
193 SF
UNIT
105
193 SF
UNIT
104
MATCH LINEMATCH LINE02 41 00.D7TYP
02 41 00.D8
02 41 00.D8
02 41 00.D8
02 41 00.D8
02 41 00.D7
TYP TYP
02 41 00.D8
02 41 00.D8
02 41 00.D8
02 41 00.D8
AD101
C1
A101
C1
1
A101
1. PROVIDE FIRE TREATED WOOD BLOCKING BETWEEN STUDS AT ALL WALL MOUNTED EQUIPMENT, BOARDS, GRAB BARS, CASEWORK, ETC
2. ALL DIMENSIONS ARE TO FACE OF STUD OR MASONRY. COLUMNS ARE TO CENTERLINE OF COLUMN. WINDOW AND DOOR DIMENSIONS ARE TO CENTERLINE OF OPENING IN STUD WALLS.
3. ALL DOORS ARE TO BE REPLACED IN BUILDING A (58 OVERHEAD, 8 HM DOORS).
02 41 00.D7
TYP
02 00 00.01
This document may not be reproduced in whole or part by any means, electronic or otherwise without the explicit written permission of Williams Design Group, Inc. All reports, plans, specifications, computer files, field data and other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect. The Architect shall retain all common law, statutory, and other reserved rights, including the copyright thereto.
Copyright 2017 © Williams Design Group, Inc. All rights reserved.
WILLIAMS DESIGN GROUP INC1014 SOUTH MAIN STREETLAS CRUCESNEW MEXICO 88005P. 575.528.0022F. 575.528.0023
SHEET NO.
SHEET TITLE
ISSU
E:
D
C
B
A
1 3 4 52
Drawn By:Author
Checked By:Checker
PROJECT NO.206-95
AD101
DEMOLITION PLAN
9-2
6-2
017
NM
SU
ST
OR
AG
ES
PH
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9-26-2017
1/16" = 1'-0"AD101D1 OVERALL DEMOLITION PLAN BLDG A
1/8" = 1'-0"AD101A1 SEGMENTED DEMOLITION PLAN BLDG A
GENERAL NOTES FLOOR PLAN
DEMO KEYED NOTES02 00 00.01 EXISTING CONSTRUCTION TO REMAIN
02 41 00.D5 REMOVE EXISTING STUCCO AND EXPANSION JOINTS TO BARE STUD - PREPAREFOR NEW WORK
02 41 00.D7 REMOVE OVERHEAD DOOR AND FRAME IN ITS ENTIRETY - PREPARE AREA FORREPLACEMENT
02 41 00.D8 REMOVE HOLLOW METAL DOOR AND FRAME IN ITS ENTIRETY - PREPARE AREAFOR REPLACEMENT
02 41 00.D11 REMOVE DAMAGED STUCCO ON WALL DOWN TO CMU - PREPARE AREA FOR NEWWORK
3/4" = 1'-0"AD101C1 ENLARGED UNIT TRANSITION DEMO
Mark
Date
Description
FACILITYAIR TEST343
BUILDING A
BUILDING B
BUILDING C
EXISTING - NO WORK THIS AREA
EXISTING - NO WORK THIS AREA
This document may not be reproduced in whole or part by any means, electronic or otherwise without the explicit written permission of Williams Design Group, Inc. All reports, plans, specifications, computer files, field data and other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect. The Architect shall retain all common law, statutory, and other reserved rights, including the copyright thereto.
Copyright 2017 © Williams Design Group, Inc. All rights reserved.
WILLIAMS DESIGN GROUP INC1014 SOUTH MAIN STREETLAS CRUCESNEW MEXICO 88005P. 575.528.0022F. 575.528.0023
SHEET NO.
SHEET TITLE
ISSU
E:
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Drawn By:Author
Checked By:Checker
PROJECT NO.206-95
A100
ARCHITECTURAL SITEPLAN
9-2
6-2
017
NM
SU
ST
OR
AG
ES
PH
AS
E 3
RE
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CH
DR
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9-26-2017
1" = 30'-0"A100A1 SITE PLAN
Mark
Date
Description
1. PROVIDE FIRE TREATED WOOD BLOCKING BETWEEN STUDS AT ALL WALL MOUNTED EQUIPMENT, BOARDS, GRAB BARS, CASEWORK, ETC
2. ALL DIMENSIONS ARE TO FACE OF STUD OR MASONRY. COLUMNS ARE TO CENTERLINE OF COLUMN. WINDOW AND DOOR DIMENSIONS ARE TO CENTERLINE OF OPENING IN STUD WALLS.
3. ALL DOORS ARE TO BE REPLACED IN BUILDING A (58 OVERHEAD, 8 HM DOORS).
11'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 11'-0"
9'-1
1 1
/2"
10
'-1 5
/8"
10
'-1 5
/8"
10
'-4 1
/4"
109 SF
UNIT
67
107 SF
UNIT
68
107 SF
UNIT
69
109 SF
UNIT
70
193 SF
UNIT
71
193 SF
UNIT
72
193 SF
UNIT
73
193 SF
UNIT
74
193 SF
UNIT
75
193 SF
UNIT
76
193 SF
UNIT
77
193 SF
UNIT
78
193 SF
UNIT
79
193 SF
UNIT
80
193 SF
UNIT
81
193 SF
UNIT
82
193 SF
UNIT
93
193 SF
UNIT
94
193 SF
UNIT
95
193 SF
UNIT
96
193 SF
UNIT
97
193 SF
UNIT
98
193 SF
UNIT
99
106 SF
UNIT
100
103 SF
UNIT
101
103 SF
UNIT
102
106 SF
UNIT
103
193 SF
UNIT
132
193 SF
UNIT
131
193 SF
UNIT
130
193 SF
UNIT
129
193 SF
UNIT
128
193 SF
UNIT
127
193 SF
UNIT
126
193 SF
UNIT
125
193 SF
UNIT
124
193 SF
UNIT
123
193 SF
UNIT
122
193 SF
UNIT
121
193 SF
UNIT
110
193 SF
UNIT
109
193 SF
UNIT
108
193 SF
UNIT
107
193 SF
UNIT
106
193 SF
UNIT
105
193 SF
UNIT
104
MATCH LINEMATCH LINE
103
102
101
100
132
70
69
68
67
131 130 129 128 127 126 125 124 123 122 121 120119118117116115114113112111 110 109 108 107 106 105 104
71 72 73 74 75 76 77 78 79 80 81 82 83848586878889909192 93 94 95 96 97 98 99
08 11 13.SD08 11 13.SD
08 11 13.SD08 11 13.SD
08 33 23.CD
08 11 13.SD08 11 13.SD
08 11 13.SD08 11 13.SD
TYP
08 33 23.CD
TYP
08 33 23.CD
TYP
1
A101
11'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 11'-0"1
0'-1 7
/8"
10
'-1 5
/8"
10
'-1 5
/8"
10
'-1 7
/8"
193 SF
UNIT
76
193 SF
UNIT
77
193 SF
UNIT
78
193 SF
UNIT
79
193 SF
UNIT
80
193 SF
UNIT
81
193 SF
UNIT
82
193 SF
UNIT
83
193 SF
UNIT
84
193 SF
UNIT
85
193 SF
UNIT
86
193 SF
UNIT
87
193 SF
UNIT
88
193 SF
UNIT
89
193 SF
UNIT
90
193 SF
UNIT
91
193 SF
UNIT
92
193 SF
UNIT
93
193 SF
UNIT
94
193 SF
UNIT
95
193 SF
UNIT
96
193 SF
UNIT
97
193 SF
UNIT
98
193 SF
UNIT
99
106 SF
UNIT
100
103 SF
UNIT
101
103 SF
UNIT
102
106 SF
UNIT
103
193 SF
UNIT
104
193 SF
UNIT
105
193 SF
UNIT
106
193 SF
UNIT
107
193 SF
UNIT
108
193 SF
UNIT
109
193 SF
UNIT
110
193 SF
UNIT
111
193 SF
UNIT
112
193 SF
UNIT
113
193 SF
UNIT
114
193 SF
UNIT
115
193 SF
UNIT
116
193 SF
UNIT
117
193 SF
UNIT
118
193 SF
UNIT
119
193 SF
UNIT
120
193 SF
UNIT
121
193 SF
UNIT
122
193 SF
UNIT
123
193 SF
UNIT
124
193 SF
UNIT
125
193 SF
UNIT
126
193 SF
UNIT
127
193 SF
UNIT
128
193 SF
UNIT
129
193 SF
UNIT
130
193 SF
UNIT
131
193 SF
UNIT
132
193 SF
UNIT
75
193 SF
UNIT
74
193 SF
UNIT
73
193 SF
UNIT
72
193 SF
UNIT
71
109 SF
UNIT
70
107 SF
UNIT
69
107 SF
UNIT
68
109 SF
UNIT
67
20
'-2 1
/4"
20
'-2 1
/4"
MATCH LINEMATCH LINE
103
102
101
100
132
70
69
68
67
131 130 129 128 127 126 125 124 123 122 121 120 119 118 117 116 115 114 113 112 111 110 109 108 107 106 105 104
71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99
08 33 23.CD
TYP
08 11 13.SD
08 11 13.SF
TYP
TYP
EXISTING DIVIDING WALL
NEW STUCCO FINISH
NEW ROLLING DOOR
EXISTING EXTERIOR WALL
FIRST FLOOR0' - 0"
BEARING HT8' - 0"
02 00 00.01
07 54 00.RA
09 24 00.WS
This document may not be reproduced in whole or part by any means, electronic or otherwise without the explicit written permission of Williams Design Group, Inc. All reports, plans, specifications, computer files, field data and other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect. The Architect shall retain all common law, statutory, and other reserved rights, including the copyright thereto.
Copyright 2017 © Williams Design Group, Inc. All rights reserved.
WILLIAMS DESIGN GROUP INC1014 SOUTH MAIN STREETLAS CRUCESNEW MEXICO 88005P. 575.528.0022F. 575.528.0023
SHEET NO.
SHEET TITLE
ISSU
E:
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Drawn By:Author
Checked By:Checker
PROJECT NO.206-95
A101
FLOOR PLAN - FIRSTFLOOR
9-2
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KEYNOTE LEGEND06 10 00.SF EXISTING WOOD STUD FRAMING TO REMAIN
07 54 00.RA THERMOPLASTIC MEMBRANE ROOF ASSEMBLY - REFER TO ROOF PLAN
08 11 13.SD STEEL DOOR
08 11 13.SF HOLLOW METAL STEEL FRAME, PAINT
08 33 23.CD OVERHEAD COILING DOOR
09 21 16.GB58 EXISTING GYPSUM BOARD 5/8", STANDARD
09 22 36.23.ML METAL LATH
09 24 00.BC BROWN COAT
09 24 00.FC FINISH COAT, COLOR 1
09 24 00.PC PORTLAND CEMENT PLASTER, THREE-COAT,
09 24 00.SC SCRATCH COAT
09 24 00.WS WEEP SCREED
GENERAL NOTES FLOOR PLAN
1/8" = 1'-0"A101A1 SEGMENTED FLOOR PLAN BLDG A
1/16" = 1'-0"A101D1 OVERALL FLOOR PLAN BLDG A
3/4" = 1'-0"A101C1 ENLARGED UNIT TRANSITION
3/4" = 1'-0"A1011 TYPICAL EXTERIOR WALL SECTION
Mark
Date
Description
1. THE INTENT OF THE DETAILING SHOWN WITHIN THIS PROJECT IS TO REPRESENT THE MINIMUM STANDARD OF UNDERLAYMENT, FLASHINGS, TRIMS, ETC. REQUIRED TO ACHIEVE THE SPECIFIED WARRANTY.
2. GENERAL CONTRACTOR SHALL COORDINATE WITH PLUMBING AND MECHANICAL WORK IN THIS PROJECT TO DETERMINE EXTENT OF PLUMBING/MECHANICAL ROOF EQUIPMENT AND PENETRATIONS.
3. AT ALL ROOF MOUNTED EQUIPMENT AND PENETRATIONS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL & ROOFING SUBCONTRACTORS TO INSTALL ALL EQUIPMENT AND PENETRATIONS 18" MINIMUM CLEAR FROM ALL WALLS, PARAPETS, CURBS, ETC. TO FACILITATE ROOF FLASHING WORK.
4. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING SHEETS FOR ALL ROOF MOUNTED UTILITY LINES. SUPPORT LINES PER ASSOCIATED DETAIL. PAINT ALL EXPOSED UTILITY LINES.
5. REFERENCE PLUMBING PLANS FOR LOCATION AND QUANTITIES OF VENT-THRU-ROOF AND FLUE PENETRATIONS.
6. ALL PENETRATIONS THROUGH METAL ROOF ASSEMBLIES SHALL BE CENTERED IN METAL ROOF PANELS. NO PENETRATIONS ARE ALLOWED WITHIN SEAMS OF METAL ROOF PANELS. THE PLUMBING CONTRACTOR SHALL COORDINATE PENETRATIONS WITH THE ROOFER AS REQUIRED. REFER TO PENETRATION FLASHING DETAIL AT METAL ROOF ASSEMBLIES FOR CLEARANCES BETWEEN STANDING SEAM AND EDGE OF PIPE FLASHING BOOT FLANGE.
7. ALL ROOF PENETRATION AND FLASHING WORK SHALL BE THE RESPONSIBILITY OF ROOFING CONTRACTOR AND SHALL BE COVERED AS PART OF THE MANUFACTURER'S WARRANTY.
8. PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDES OF ALL ROOF MOUNTED EQUIPMENT, SKYLIGHTS, CORNERS, ETC. AND ALONG WALLS AS REQUIRED TO PROVIDE POSITIVE DRAINAGE. SLOPE FOR ALL CRICKETS SHALL MATCH THE ADJACENT ROOF ASEEMBLY, SLOPE = 1/2" PER FOOT CRICKET. CRICKETS AT NEW CONSTRUCTION ARE SHOWN FOR INTENT AND ARE NOT TO SCALE. REFER TO THE NRCA ROOFING MANUAL, CURRENT EDITION.
9. ALL ROOF AND WALL PANEL TERMINATIONS, COPINGS, EDGE METAL SHALL MEET ES-1 STANDARDS.
10. ROOF DRAINS ARE DIMENSIONS ARE FOR GENERAL INTENT OF LOCATION. THE ROOFING AND PLUMBING CONTRACTOR SHALL COORDINATE THE EXACT LOCATION WITH STRUCTURAL FRAMING. IF REQUIRED, ROOF DRAIN LOCATIONS SHALL BE ADJUSTED AS REQUIRED TO AVOID CONFLICTS WITH STRUCTURAL FRAMING.
312'-0"
43
'-0
"
02 41 00.D102 41 00.D1
02 41 00.D102 41 00.D1
02 41 00.D2 02 41 00.D3 02 41 00.D4
02 41 00.D2 02 41 00.D3 02 41 00.D4
B1
A201
3
AD201
4
AD201
WALL
1-1/4" HOT DIPPED GALVANIZED ROOF NAILS AT 4" (101.6 mm) O.C. MAX
ULTRAPLY TPO MEMBRANE
WELDED SPLICE
ULTRAPLY TPO COATEDMETAL
1-1/4" HOT DIPPEDGALVANIZED ROOF NAILS
@ 6" (152 mm) O.C. MAX.
ULTRAPLY TPO BONDING ADHESIVE(FULLY ADHERED SYSTEM ONLY)
20 GA.CONTINUOUS
CLEAT
1"
/ 1'-0"
1"
/ 1'-0"
1"
/ 1'-0"
1"
/ 1'-0"
TPO07 54 00.RA07 54 00.RA
07 54 00.RA07 54 00.RA07 72 00.RV
TYP
B1
A201
3
AD201
4
AD201
This document may not be reproduced in whole or part by any means, electronic or otherwise without the explicit written permission of Williams Design Group, Inc. All reports, plans, specifications, computer files, field data and other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect. The Architect shall retain all common law, statutory, and other reserved rights, including the copyright thereto.
Copyright 2017 © Williams Design Group, Inc. All rights reserved.
WILLIAMS DESIGN GROUP INC1014 SOUTH MAIN STREETLAS CRUCESNEW MEXICO 88005P. 575.528.0022F. 575.528.0023
SHEET NO.
SHEET TITLE
ISSU
E:
D
C
B
A
1 3 4 52
Drawn By:Author
Checked By:Checker
PROJECT NO.206-95
A131
ROOF PLAN
9-2
6-2
017
NM
SU
ST
OR
AG
ES
PH
AS
E 3
RE
SE
AR
CH
DR
. LA
S C
RU
CE
S, N
M 8
800
9-26-2017
KEYNOTE LEGEND07 54 00.RA THERMOPLASTIC MEMBRANE ROOF ASSEMBLY - REFER TO ROOF PLAN
07 72 00.RV FILTERED RIDGE VENT
GENERAL NOTES ROOF PLAN
1/16" = 1'-0"A131D1 DEMOLITION ROOF PLAN BLDG A
3" = 1'-0"A131A1 ROOF EDGE DETAIL
1/16" = 1'-0"A131B1 NEW WORK ROOF PLAN BLDG A
DEMO KEYED NOTES02 41 00.D1 REMOVE ALL LAYERS OF ROOFING, DOWN TO SEHEATHING -
PREPARE FOR NEW WORK
02 41 00.D2 REMOVE EXISTING FASCIA BOARD AND DISCARD
02 41 00.D3 REMOVE ALL FLASHING AND SEALANT - PREPARE FOR NEW WORK
02 41 00.D4 REMOVE SOFFIT AND SUPPORT BLOCKING - PREPARE AREA FORNEW WORK
02 41 00.D10 REMOVE DAMAGED STUCCO ON PARAPET DOWN TO CMU -PREPARE AREA FOR NEW DIRECT APPLIED STUCCO AND ROOFWRAP UP INSTALLATION
02 41 00.D11 REMOVE DAMAGED STUCCO ON WALL DOWN TO CMU - PREPAREAREA FOR NEW WORK
Mark
Date
Description
FIRST FLOOR0' - 0"
BEARING HT8' - 0"
MATCH LINE MATCH LINE
FIRST FLOOR0' - 0"
BEARING HT8' - 0"
MATCH LINE MATCH LINE
FIRST FLOOR0' - 0"
BEARING HT8' - 0"
MATCH LINEMATCH LINE
FIRST FLOOR0' - 0"
BEARING HT8' - 0"
MATCH LINEMATCH LINE
This document may not be reproduced in whole or part by any means, electronic or otherwise without the explicit written permission of Williams Design Group, Inc. All reports, plans, specifications, computer files, field data and other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect. The Architect shall retain all common law, statutory, and other reserved rights, including the copyright thereto.
Copyright 2017 © Williams Design Group, Inc. All rights reserved.
WILLIAMS DESIGN GROUP INC1014 SOUTH MAIN STREETLAS CRUCESNEW MEXICO 88005P. 575.528.0022F. 575.528.0023
SHEET NO.
SHEET TITLE
ISSU
E:
D
C
B
A
1 3 4 52
Drawn By:Author
Checked By:Checker
PROJECT NO.206-95
A201
EXTERIORELEVATIONS
9-2
6-2
017
NM
SU
ST
OR
AG
ES
PH
AS
E 3
RE
SE
AR
CH
DR
. LA
S C
RU
CE
S, N
M 8
800
9-26-2017
1/16" = 1'-0"A201D1 NORTH ELEVATION
KEYNOTE LEGEND
GENERAL NOTES EXTERIOR ELEVS
1/4" = 1'-0"A201C2 NORTH ELEVATION - SEGMENTED
1/16" = 1'-0"A201C1 SOUTH ELEVATION
1/4" = 1'-0"A201B1 SOUTH ELEVATION - SEGMENTED
1/4" = 1'-0"A201A1 EAST ELEVATION
1/4" = 1'-0"A201A3 WEST ELEVATION
Mark
Date
Description
1
7'-0
"
7'-0
"
4"
2"3'-0"2"
3"1 1/2"7'-9"1 1/2"3"
8'-0"
2A B
This document may not be reproduced in whole or part by any means, electronic or otherwise without the explicit written permission of Williams Design Group, Inc. All reports, plans, specifications, computer files, field data and other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect. The Architect shall retain all common law, statutory, and other reserved rights, including the copyright thereto.
Copyright 2017 © Williams Design Group, Inc. All rights reserved.
WILLIAMS DESIGN GROUP INC1014 SOUTH MAIN STREETLAS CRUCESNEW MEXICO 88005P. 575.528.0022F. 575.528.0023
SHEET NO.
SHEET TITLE
ISSU
E:
D
C
B
A
1 3 4 52
Drawn By:Author
Checked By:Checker
PROJECT NO.206-95
A601
DOOR TYPES &SCHEDULE
9-2
6-2
017
NM
SU
ST
OR
AG
ES
PH
AS
E 3
RE
SE
AR
CH
DR
. LA
S C
RU
CE
S, N
M 8
800
9-26-2017
DOOR AND FRAME SCHEDULE BLDG ADOOR FRAME DETAILS
SILL
MISC
MARK WIDTH HT THK ELEV MATL TYPE MATL HEAD JAMB HDW SET COMMENTS
67 3' - 0" 7' - 0" 1 3/4" A HM 1 HM
68 3' - 0" 7' - 0" 1 3/4" A HM 1 HM
69 3' - 0" 7' - 0" 1 3/4" A HM 1 HM
70 3' - 0" 7' - 0" 1 3/4" A HM 1 HM
71 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
72 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
73 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
74 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
75 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
76 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
77 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
78 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
79 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
80 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
81 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
82 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
83 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
84 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
85 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
86 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
87 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
88 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
89 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
90 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
91 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
92 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
93 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
94 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
95 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
96 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
97 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
98 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
99 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
100 3' - 0" 7' - 0" 1 3/4" A HM 1 HM
101 3' - 0" 7' - 0" 1 3/4" A HM 1 HM
102 3' - 0" 7' - 0" 1 3/4" A HM 1 HM
103 3' - 0" 7' - 0" 1 3/4" A HM 1 HM
104 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
105 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
106 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
107 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
108 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
109 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
110 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
111 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
112 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
113 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
114 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
115 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
116 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
117 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
118 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
119 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
120 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
121 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
122 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
123 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
124 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
125 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
126 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
127 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
128 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
129 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
130 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
131 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
132 8' - 0" 7' - 0" 1/2" B STEEL 2 PER MANUF. COILING STORAGE DOOR
1/4" = 1'-0"
DOOR FRAME TYPES
1/4" = 1'-0"
DOOR TYPES
Mark
Date
Description
