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C00.1
SITE
OVERVIEW
PLAN
REVISIONDATE
Issues and Revisions
Harriman Project No.
Drawing Scales
PA / PE:
Drawn By:
Harriman Associates
c2017
DescriptionDate
DOVER, NEW HAMPSHIRE
15618
GARRISON
ELEMENTARY
SCHOOL
Key Plan
PLS
JDK
AUBURN PORTLAND BOSTONPORTSMOUTH
PRELIMINARY
NOT FOR
CONSTRUCTION
05-09-17
PROGRESS
N
N
DN
REF.
DN
DNSECUREENTRY
ENTRY LOBBY
RECEPTION
PRINCIPAL
ADMIN/WAITING
144 SF
GUID.152 SF
DEAN
178 SF
WRKRM
184 SF
MULTI USE
122 SF
STORAGE
CO
RR
IDO
R
311 SF
CONFERENCE
TOILET CUST
EXAM
CORRIDOR
STORAGE
STORAGE P.E. OFFICE
MEN'S
CUST.
TOILET1018 SF
KINDERGARTEN
1018 SF
KINDERGARTEN
VESTIBULE CORRIDOR 30 CORRIDOR
TOILET/SHWR
BOYS
GIRLS
WOMEN'S
911 SF
CLASSROOM (31)
901 SF
CLASSROOM (32)
901 SF
CLASSROOM (33)
901 SF
KINDERGARTEN (34)
899 SF
KINDERGARTEN (35)
899 SF
KINDERGARTEN (36)
899 SF
KINDERGARTEN (37)
GYM
CORR
OFFICE
KITCHENSTOR
CAFETERIA
MEN'S172 SF
ELEC
197 SF
ELEC
KIT
ISO
BOYS
CUST
GIRLS
393 SF
TEACHERS
WOMENS
BOYS
GIRLS
OFFICE
STORAGE
BOILER
CUST STORAGE
CORRIDOR
BOILER
STORAGEDATA
STORAGE
MAIN CORRIDOR
ROOM
ROOM
STORAGE
BOOK ROOM
ELEC
STAGE
DATA
STAFFWOMENS
CO
RR
IDO
R
CO
RR
IDO
R
ART (45)STEM (44)
LIBRARY (43)
MUSIC (46)
BAND / CHORUS (47)
ART WING CORRIDOR
CORRIDOR
TOILET
PASS-THRU
WINDOW
SKYLIGHT
LEGEND
ADDITION 3,700 SF
TOILET RENOVATION
RENOVATION
MAIN
ENTRANCE
858 SF
CLASSROOM (12)
858 SF
ESL / SPEECH (13)
858 SF
CLASSROOM (11)
841 SF
CLASSROOM (16)
841 SF
CLASSROOM (15)
837 SF
CLASSROOM (18)
838 SF
CLASSROOM (17)
858 SF
CLASSROOM (14)
348 SF
ROOM
403 SF
ROOOM
170 SF
ROOM866 SF
CLASSROOM (23)
866 SF
CLASSROOM (25)
866 SF
CLASSROOM (24)
866 SF
CLASSROOM (26)
866 SF
CLASSROOM (27)
812 SF
CLASSROOM (29)
862 SF
CLASSROOM (28)44 SF
SPRINK
866 SF
CLASSROOM (22)
851 SF
BEHAVIOR (21)
SKYLIGHT
239 SF
ROOM
118 SF
VESTIBULE
20 C
OR
RID
OR
10 C
OR
RID
OR
NO WORK
ABATE ASBESTOS FLOOR TILES
PROVIDE NEW VCT FLOORING, MILLWORK
WHERE INDICATED, ACT CEILING, AND
PAINT. ALL DOORS, WD/ ALUM FRAMES &
HARDWARE TO BE REPLACED
PROVIDE NEW FLOOR & WALL
PORCELAIN TILES, PLUMBING FIXTURES,
ACCESSORIES, ACT CEILING
REMOVE SLIDING GLASS DOORS & CMU, INFILL WITH THERMAL PANEL WINDOW SYSTEM
WING 3:
WING 1: WING 2:
REMOVE WINDOWS & REPLACE WITH THERMAL PANEL WINDOW SYSTEMTYPICAL FOR WING 1 & 2
NEW ENTRANCE CANOPY
CEILING SOFFIT TO CONCEAL DUCTWORK LOCATIONSSIMILAR FOR 1, 2 & 3 WINGS
HVAC FOR WING 3:
ROOF TOP HEAT RECOVERY UNITS FOR VENTILATION ONLY. REMOVE EXISTING UNIT VENTILATORS & REPLACE WITH FIN TUBE.FUTURE COOLING DUCTLESS VRF SYSTEM
HVAC FOR WINGS 1 & 2:
ROOF TOP HEAT RECOVERY UNITS FOR VENTILATION ONLY. REMOVE EXISTING FIN TUBE & REPLACE WITH NEW.FUTURE COOLING DUCTLESS VRF SYSTEM
BOILER ROOMS:
REPLACE ORIGINAL BOILER, COMBUSTION AIR, CONTROLS. NEW HOT WATER PIPING TO CLASSROOM WINGS.NEW TANKLESS HEATERS/ STORAGE TANK.NEW MIXING VALVE & CIRCULATION PUMP.
MILLWORKPLASTIC LAMINATE CABS & TOPS WITH
3mm PVC EDGE
STORAGE
NEW KITCHEN EXHAUST HOOD W/ FIRE SUPPRESSION SYSTEM
ELECTRICAL UPGRADES:
- NEW FIRE ALARM SYSTEM W/ ALL NEW DEVICES.- NEW SECURITY CAMERAS & ACCESS CONTROL SYS.- NEW LED LIGHTING WITH OCCUPANCY SENSORS- INTRUSION DETECTION SYSTEM W/ DOOR CONTACTS & MOTION SENSORS- UPGRADE DATA SYSTEM & COORDINATE W/ IT DEPARTMENT
PORCELAIN FLOOR TILES
CARPET
VCT
WON DOOR
PLUMBING UPGRADES:
- REPLACE ALL PLUMBING FIXTURES INSTALLED PRIOR TO 1999- REPLACE WATER PIPING PRIOR TO 1988- REPLACE WATER COOLER NOT ADA COMPLAINT- INSPECT & TEST SPRINKLER SYSTEM
05/09/17
SCOPE PHASE IDOVER SCHOOL DISTRICTGARRISON ELEMENTARY SCHOOLRENOVATIONS & ADDITIONS - PHASE I
DN
REF.
DN
DN
DN
280 SF
SECURE ENTRY
100
ENTRY LOBBY
101
286 SF
RECEPTION
102
184 SF
PRINCIPAL
104
255 SF
103
ADMIN/WAITING
144 SF
GUID.
115 152 SF
DEAN
114
178 SF
WRKRM
107
184 SF
MULTI USE
113
122 SF
STORAGE
111
CO
RR
IDO
R
105
311 SF
CONFERENCE
106
TOILET
109
CUST
108
94 SF
EXAM
134
CORRIDOR
142
128 SF
STORAGE
137
224 SF
STORAGE
138
239 SF
P.E. OFFICE
139
MEN'S
141
198 SF
143
STAFFWOMENS
58 SF
CUST.
144
DISPLAY
TOILET
1101018 SF
KINDERGARTEN
119
1018 SF
KINDERGARTEN
120
VE
ST
IBU
LE
122 CORRIDOR
123
30 CORRIDOR
124
121 SF
135
TOILET/SHWR
161 SF
BOYS
129161 SF
GIRLS
130
WOMEN'S
140
911 SF
CLASSROOM (31)
128
901 SF
CLASSROOM (32)
116
901 SF
CLASSROOM (33)
127
901 SF
KINDERGARTEN (34)
117
899 SF
KINDERGARTEN (35)
126
899 SF
KINDERGARTEN (36)
118
899 SF
KINDERGARTEN (37)
125
7776 SF
GYM
136
CORR
131
139 SF
OFFICE
132
445 SF
KITCHEN
165
70 SF
STOR
162
4068 SF
CAFETERIA
166
106 SF
MEN'S
172172 SF
ELEC
171A
197 SF
ELEC
171B
KIT
105A
103A
ISO
133A
162 SF
BOYS
173
CUST
171
182 SF
GIRLS
184
393 SF
TEACHERS
187
WOMENS
198
225 SF
BOYS
200
229 SF
GIRLS
201
78 SF
STORAGE
133B 197 SF
WAITING
133 923 SF
ART (45)
148
921 SF
STEM (44)
147
2031 SF
LIBRARY (43)
152
141 SF
OFFICE
153
215 SF
STORAGE
155
277 SF
BOILER
157
1059 SF
MUSIC (46)
150
893 SF
BAND / CHORUS (47)
151
CORRIDOR
145
266 SF
BOILER
158
156 SF
STORAGE
152A71 SF
DATA
154
44 SF
STORAGE
158A
CORRIDOR
149
858 SF
CLASSROOM (12)
174
858 SF
ESL / SPEECH (13)
182
858 SF
CLASSROOM (11)
183
841 SF
CLASSROOM (16)
176
841 SF
CLASSROOM (15)
181
837 SF
CLASSROOM (18)
177
838 SF
CLASSROOM (17)
180
858 SF
CLASSROOM (14)
175
10 C
OR
RID
OR
179
VESTIBULE
192
348 SF
ROOM
195
CORRIDOR
193STOR
194
403 SF
ROOOM
191
239 SF
ROOM
190
178 SF
ROOM
189
170 SF
ROOM
196
61 SF
ROOM
196A
866 SF
CLASSROOM (23)
212
866 SF
CLASSROOM (25)
211
866 SF
CLASSROOM (24)
203
866 SF
CLASSROOM (26)
204
866 SF
CLASSROOM (27)
210
812 SF
CLASSROOM (29)
209
862 SF
CLASSROOM (28)
20544 SF
SPRINK
208
20 C
OR
RID
OR
207
866 SF
CLASSROOM (22)
202
VEST
178VEST
206
DATA
188
130 SF
ROOM
197
STOR
197ACL
191A
MAIN CORRIDOR
170
261 SF
STORAGE
168
599 SF
STAGE
167
258 SF
BOOK ROOM
169
100 SF
CUST
159
851 SF
BEHAVIOR (21)
199
ELEC
161
113 SF
STORAGE
160
CORRIDOR
112
TOIL
121
ART WING CORRIDOR
146
MAIN
ENTRANCE
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic Scale
0 8' 16' 24'
1/16" = 1'-0"
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By:Harriman Associates
c
Description
Proj North
Date
Plo
t D
ate
:5
/9/2
017
1:2
6:0
2 P
M
DOVER, NH
15618
A01.1
Designer
Author
FIRST FLOOR INDEX PLAN
05-09-1705-09-1705-09-1705-09-17
SCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
1018 SF
KINDERGARTEN
119
1018 SF
KINDERGARTEN
120
20 SF
TOIL
119A
49 SF
TOIL
121
20 SF
TOIL
120A235 SF
VESTIBULE
122
148 SF
CORRIDOR
123
899 SF
KINDERGARTEN (36)
118
901 SF
KINDERGARTEN (34)
117
901 SF
CLASSROOM (32)
116
899 SF
KINDERGARTEN (37)
125
899 SF
KINDERGARTEN (35)
126 901 SF
CLASSROOM (33)
127
911 SF
CLASSROOM (31)
128
722 SF
30 CORRIDOR
124
1143 SF
CORRIDOR
112
DEMOLITION GENERAL NOTES:
1. REFER TO FLOOR PLANS TO DETERMINE EXTENT OF REMOVALS AND DEMOLITIONIN REFERENCE TO NEW WORK.
2. REFER TO CIVIL, STRUCTURAL, MECHANICAL,PLUMBING AND ELECTRICAL DRAWINGS FORADDITIONAL REMOVALS AND DEMOLITION.
3. ALL DEMOLITION WORK SHALL CONFORM TO ALL LOCAL, STATE AND NATIONAL SAFETY CODES.
4. CONTRACTOR SHALL IDENTIFY ANY AND ALLLOAD BEARING PARTITIONS PRIOR TO THEREMOVAL OF ANY PARTITIONS. TEMPORARYSHORING OF THE PERMANENT STRUCTURESHALL BE IN PLACE PRIOR TO REMOVAL OFSUCH PARTITIONS.
5. THE CONTRACTOR SHALL IDENTIFY ALLLOCATIONS WHERE PENETRATIONS AREREQUIRED IN EXISTING WALLS (MECH, PLUMB, ELEC) PROPER OPENING SIZES SHALL BE PROVIDED WITH HEADERS OR LINTELS.
6. THE CONTRACTOR SHALL COORDINATE W/OWNER, REMOVAL AND/OR RELOCATIONOF ALL TACKBOARDS, MARKERBOARDS,SIGNAGE,FIXTURES, SHELVES, FURNITURE,ETC. THAT WILL BE DISTURBED AS PARTOF THIS PROJECT.
7. TERMINATE AND CAP ANY UTILITY IN WALLS, CEILINGS, FLOORS TO BE REMOVED AND NOT INTENDED FOR REUSE. PENETRATIONS SHALL BE PATCHED, CORE FILLED AND FIRE PROTECTED ACCORDING TO CODE.
8. PATCH ANY DISTURBED FINISHES TO MATCH EXISTING ADJACENT SURFACE UNLESS OTHERWISE NOTED.
9. REMOVAL OF ASBESTOS TO BE COORDINATED BY CM AND OWNER.
10. REMOVE SLAB IN AREAS INDICATED BY:TO ALLOW FOR INSTALLATIONOF NEW UTILITIES, ETC. COORDWITH STRUCT FOR INFILL.
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By:Harriman Associates
c
Description
Proj North
Date
Plo
t D
ate
:5
/9/2
017
1:2
4:5
7 P
M
DOVER, NH
15618
A05.1
Designer
Author
DEMOLITION PLAN - AREAA
05-09-1705-09-1705-09-1705-09-17
SCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
SCALE: 1/8" = 1'-0"1
FIRST FLOOR DEMOLITION PLAN
DN
DN
DN
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By:Harriman Associates
c
Description
Proj North
Date
Plo
t D
ate
:5
/9/2
017
1:2
6:5
7 P
M
DOVER, NH
15618
A05.2
Designer
Author
DEMOLITION PLAN - AREAB
05-09-1705-09-1705-09-1705-09-17
SCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
SCALE: 1/8" = 1'-0"1
FIRST FLOOR DEMOLITION PLAN
ASBESTOS FLOOR TILES
ASBESTOS FLOOR TILES
ASBESTOS FLOOR TILES
ASBESTOS FLOOR TILES
ASBESTOS FLOOR TILES
ASBESTOS FLOOR TILES
ASBESTOS FLOOR TILES
ASBESTOS FLOOR TILES
ASBESTOS FLOOR TILES
ASBESTOS FLOOR TILES
ASBESTOS FLOOR TILES
ASBESTOS FLOOR TILES
ASBESTOS FLOOR TILES
ASBESTOS FLOOR TILES
CLASSROOM (12)
CLASSROOM (17)
CLASSROOM (22)
CLASSROOM (24)
CLASSROOM (26)
CLASSROOM (28)
CLASSROOM (29)
CLASSROOM (27)
CLASSROOM (25)
CLASSROOM (23)
BEHAVIOR (21)
ESL / SPEECH (13)
CLASSROOM (11)
CLASSROOM (16)
CLASSROOM (15)
CLASSROOM (18)
CLASSROOM (17)
CLASSROOM (14)
TEACHERS
BOYS
GIRLS
CUST
BOYS
GIRLS
GIRLS
STOR
CORRIDOR
TOILET
DATA
STOR
ELEC
STORAGE
BOOK ROOM
CAFETERIA
STAGE
ELEC
STORAGE
MAIN CORRIDOR
VESTIBULE
MAIN OFFICE
PRINCIPAL
NURSE
CONFERENCE
COPY
PRIVATE
ROOM
ELEC
CUST STORAGE
KITCHEN
STOR
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By:Harriman Associates
c
Description
Proj North
Date
Plo
t D
ate
:5
/9/2
017
1:2
8:4
5 P
M
DOVER, NH
15618
A05.3
Designer
Author
DEMOLITION PLAN - AREAC
05-09-1705-09-1705-09-1705-09-17
SCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
SCALE: 1/8" = 1'-0"1
FIRST FLOOR DEMOLITION PLAN
REF.
DN
-
-
-
-
911 SF
CLASSROOM (31)
128
901 SF
CLASSROOM (32)
116
901 SF
CLASSROOM (33)
127
901 SF
KINDERGARTEN (34)
117
899 SF
KINDERGARTEN (35)
126
899 SF
KINDERGARTEN (36)
118
899 SF
KINDERGARTEN (37)
125
1018 SF
KINDERGARTEN
119
1018 SF
KINDERGARTEN
120
280 SF
SECURE ENTRY
100
ENTRY LOBBY
101
286 SF
RECEPTION
102
184 SF
PRINCIPAL
104
255 SF
ADMIN/ WAITING
103
311 SF
CONFERENCE
106
181 SF
CORRIDOR
105
184 SF
MULTI USE
113 122 SF
STORAGE
111
46 SF
TOILET
109
46 SF
TOILET
110
161 SF
GIRLS
130
161 SF
BOYS
129
42 SF
CUST
108
178 SF
WRKRM
107
152 SF
DEAN
114
144 SF
GUID.
115
GYM
136
121 SF
TOILET/ SHWR
135
94 SF
EXAM
134
1143 SF
CORRIDOR
11230 CORRIDOR
124
CORRIDOR
123
VESTIBULE
122
20 SF
TOIL
119A
20 SF
TOIL
120A49 SF
TOIL
121
139 SF
OFFICE
132
84 SF
ISO
133A
CORR
131
2' -
0"
8' -
4"
4' -
4"
8' -
4"
3' -
4"
1' -
4"
5' -
4"
2' -
0"
5' -
4"
4' -
8"
18
' - 8
"2
6' -
4"
4' - 8" 8' - 4" 6" +/-
7' - 4" 40' - 11 5/8" +/-
DISPLAY
101A
11 SF
CL
103B
72 SF
103A
49 SF
KIT
105A
197 SF
WAITING
133
78 SF
STORAGE
133B
A11.1
A5
A11.1
A1
A11.1
A3
2' - 0" 4' - 4"1' - 0" 1' - 3 5/8"
8"
12' - 6" 2' - 4"
3' - 2"
R.O.
3' - 4" 6' - 9 1/2" +/-
8' -
11
"1
0' -
9"
7 1
/4"
5' -
4"
3' -
4 3
/4"
2' -
0"
5' -
4"
2' -
0"
ALIGN
1' - 4"
M.O.
3' - 4"4' - 8"
M.O.
3' - 4"2' - 8"
M.O.
3' - 4"4' - 8"
M.O.
3' - 4"12' - 0"
M.O.
3' - 4"
1' - 4" 7' - 4"
M.O.
10' - 0"8' - 0"
M.O.
3' - 4"
INFILL
INFILL
ALIGN
1' - 6"7' - 0"2' - 0"
4' - 4" 12' - 0" 1' - 8" 12' - 0" 10' - 11 5/8" +/-
11' - 10 1/4" +/-
36' - 4"
11
' - 0
"9
' - 4
"
M.O
.
3' -
0"
9' -
1"
+/-
13' - 4"
M.O.
6' - 8" 18' - 5 1/2" +/-
CLE
AR
6' -
0"
26' - 4"
F.E.C.
1. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.
2. ALL DOORS JAMBS TO BE LOCATED 6" (GPDW) OR 8" (CMU) FROM ADJACENT WALL AT HINGE SIDE UNLESS NOTED OTHERWISE.
3. SEE DRAWING A40.1 FOR PARTITION TYPES.
4. SEE DRAWING A60.1 FOR DOOR SCHEDULE.
5. SEE DRAWING A61.1 FOR ROOM FINISH SCHEDULE.
6. PROVIDE CONTROL JOINTS IN GPDW PARTITIONS AT A MAX SPACING OF 30'-0". LOCATE AT EDGE OF DOOR FRAME UP TO CEILING WHERE PRACTICAL UNLESS NOTED OTHERWISE.
GENERAL NOTES:
SYMBOLS LEGEND
216
ROOM NAME
101
201
72
PARTITION TAG
ROOM NAME AND NUMBER NUMBER IN PARENTHESIS DENOTES EXISTING SCHOOL ROOM NUMBERSEE A61.1 FOR ROOM FINISH SCHEDULE
DOOR & BORROWED LITE NUMBERSSEE A60.1 FOR SCHEDULE
MISCELLANEOUS ITEMS MARKER
123A
1 - 4 INDICATES
TOTAL NUMBER OF
GPDW LAYERS
PARTITION TAG KEY
5 - 9 INDICATES SPECIAL PARTITION
TYPE
SIZE OFSTEEL STUD0 = 7/8"1 = 1 5/8"2 = 2 1/2"3 = 3 5/8"4 = 4"6 = 6"8 = 8"E = EXISTING
INDICATES PARTITIONHAS BATT INSULATIONA = SOUND ATTENUATING BATTST = THERMAL BATTSN = NO INSULATIONR = SOUND BATTS AND RESILIENT CHANNELS
TYPE OF GYPSUM DRYWALL1 = GPDW FULL HEIGHT ES2 = ABUSE RESISTANT GPDW FULL HEIGHT ES3 = IMPACT RESISTANT GPDW FULL HEIGHT ES4 = FIRE RATED GPDW FULL HEIGHT ES5 = ABUSE / FIRE GPDW FULL HEIGHT ES6 = IMPACT / FIRE GPDW FULL HEIGHT ES7 = GPDW VARYING HEIGHT ES8 = ABUSE RESISTANT GPDW VARYING HGT ES9 = IMPACT RESISTANT GPDW VARYING HGT ES
(NOT USED)
(NOT USED)
(NOT USED)
PARTITION TAG KEYGENERAL NOTES
1. NOT ALL PARTITION TAGS SHOWN TO THE LEFT ARE USED ON THIS PROJECT. VARIFICATION OF PARTITIONS TAGS USED MUST BE MADE FROM THE FLOOR PLANS THEN REFERENCED HERE FOR EXACT MATERIALS USED.
2. SEE GENERAL NOTE #16 IN DETAIL A7/A40.1 FOR FURTHER INSTRUCTIONS REGARDING THE USE OF ABUSE RESISTANT GPDW.
0103-5/8" STEEL STUDS
1 HR FIRE RATED UL NO. V446
UL DESIGN NO.WHERE APPLICABLE
STUD OR CMU SIZE
FIRE RATING
PARTITIONOR WALL TAG NO.
PARTITION NOTES
1. SEE DETAILS A40.2 FOR TYPICAL PARTITION CONNECTION DETAILS.
2. SEE SECTIONS AND DETAILS FOR CONNECTIONS OTHER THAN THOSE SHOWN.
3. IN TOILET ROOMS WITH GPDW WALLS, PROVIDE 5/8" MOLD RESISTANT GPDW IN LIEU OF GPDW ON ALL STUD PARTITIONS WITHIN THE ROOM. WHERE THE GPDW EXTENDS ABOVE THE ROOM CEILING, PROVIDEMOLD RESISTANT TO A MIN 8" ABOVE THE CEILING AND USE 5/8" GPDW TO THE TOP OF THE PARTITION.
4. ALL GPDW TO BE ABUSE BOARD TYPE-X GPDW.
5. USE 20 ga STEEL STUDS IN PARTITIONS WITH ABUSE RESISTANT GPDW, TILE BACKER BOARD AND STC RATED WALLS.
6. ALL FIRE-RATED PARTITIONS SHALL BE STENCILED ON THE WALL SURFACE JUST ABOVE THE CEILING LINE INDICATING THE PARTITIONS FIRE-RATING; "1 HR", "2 HR", ETC IN RED OR ORANGE PAINT ON EACH SIDE OF THE PARTITION, SMOKE PARTITIONS "SMOKE" IN GREEN PAINT.
7. ALL PARTITIONS EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK. SEAL ALL PARTITIONS TO DECK FOR SMOKE & SOUND CONTROL. FILL ALL VOIDS BETWEEN TOP OF PARTITION AND DECK AS SPECIFIED AND DETAILED ON A40.2.
8. WHERE GPDW & STUD PARTITIONS INTERSECT BEAMS OR JOIST, FRAME AROUND BOTH SIDES OF BEAMS & JOIST WITH METAL STUDS AND GPDW TO MAINTAIN CONTINUITY OF PARTITION TO UNDERSIDE OF DECK.
9. WHERE CMU WALLS, RATED AND NON-RATED, INTERSECT BEAMS OR JOISTS, FRAME AROUND BOTH SIDES OF BEAMS OR JOIST WITH METAL STUDS AND GPDW TO MAINTAIN CONTINUITY OF PARTITION TO UNDERSIDE OF DECK.
10. TOP OF PARTITION CLOSURE DETAILS SHOWN ARE TYPICAL. ACTUAL FIELD CONDITIONS MAY VARY. CONTRACTOR IS RESPONSIBLE FOR FIELD
VERIFYING ACTUAL CONDITIONS AND MODIFYING CLOSURE DETAILS TO MEET ACTUAL CONDITIONS AND MAINTAINING CONTINUITY OF PARTITIONS FROM FLOOR TO DECK ABOVE.
11. ALL PARTITIONS TYPES SHOWN MAY NOT BE APPLICABLE TO THIS PROJECT.
12. WHERE 5/8" ABUSE RESISTANT GPDW IS NOTED, EXTEND UP TO 8" ABOVE CEILING THEN USE 5/8" GPDW UP TO DECK AND SEAL TIGHT.
13. PROVIDE 5/8" MOLD RESISTANT GPDW FROM FLOOR TO ROOF OR FLOOR DECK ABOVE ON INSIDE FACE OF EXTERIOR WALLS.
14. PROVIDE 3/8" ACOUSTICAL SEALANT JOINT WITH CASING BEAD AROUND PERIMETER OF GPDW ASSEMBLIES WHEN ABUTTING DISSIMILAR
MATERIALS. UNLESS NOTED OR DETAILED ELSEWHERE IN THIS SET.
15. AT PARTITIONS WHERE 5/8" ABUSE RESISTANT GPDW IS NOTED SUCH AS IN CORRIDOR, STAIRS, HALLS, CLASSROOMS AND STORAGE ROOMS. THE INTENT FOR THE ABUSE BOARD TO BE ON ALL SIDES OF THE ROOM.
PARTITION LEGEND
5/8" GPDW SEE FLOOR PLAN FOR PARTITION TAGINDICATING GPDW TYPE AND STUD SIZE
6" STEEL STUDS
NON-RATED
126A
SECTION
PLAN
STEEL STUDS @ 16" OC
FLOORLINE
CEILINGWHEREOCCURS
8" STEEL STUDS
NON-RATED
128A
2 1/2" STEEL STUDS
NON-RATED122A
CONNECT TO STRUCTURE REF
A40.2
NON-RATED121A
3 5/8" STEEL STUDS123A
NON-RATED
7/8" HAT CHANNELS120A
NON-RATED
1 5/8" STEEL STUDS
116A
118A
112A
111A
113A
110A
136A
138A
132A
131A
133A
130A
INSULATION SUPPORTANCHORS
5/8" GPDW SEE FLOOR PLAN FOR PARTITION TAGINDICATING GPDW TYPE AND STUD SIZE
6" STEEL STUDS
NON-RATED
126N
SECTION
PLAN
STEEL STUDS @ 16" OC
FLOORLINE
CEILINGWHEREOCCURS
8" STEEL STUDS
NON-RATED
128N
2 1/2" STEEL STUDS
NON-RATED122N
CONNECT TO STRUCTURE REF
A40.2
NON-RATED121N
3 5/8" STEEL STUDS123N
NON-RATED
7/8" HAT CHANNELS120N
NON-RATED
1 5/8" STEEL STUDS
116N
118N
112N
111N
113N
110N
136N
138N
132N
131N
133N
130N
3 5/8" STEEL STUDS
NON-RATED
213A
SECTION
PLAN
STEEL STUDS @ 16" OC
FLOORLINE6" STEEL STUDS
NON-RATED
216A
5/8" GPDW SEE FLOOR PLAN FOR PARTITION TAGINDICATING GPDW TYPE AND STUD SIZE
CONNECT TO STRUCTURE REF
223A
226A
CEILINGWHEREOCCURS
A40.2
233A
236A
NON-RATED218A 228A 238A
8" STEEL STUDS
STC 50
STC 53
INSULATION SUPPORTANCHORS
ADDITIONAL LAYER OF5/8" GPDW WITHINAUDITORIUM SPACEOR STAGE
3 5/8" STEEL STUDS
NON-RATED
213N
SECTION
PLAN
STEEL STUDS @ 16" OC
FLOORLINE6" STEEL STUDS
NON-RATED
216N
5/8" GPDW SEE FLOOR PLAN FOR PARTITION TAGINDICATING GPDW TYPE AND STUD SIZE
CONNECT TO STRUCTURE REF
223N
226N
CEILINGWHEREOCCURS
A40.2
233N
236N
NON-RATED
8" STEEL STUDS 218N 228N 238NSECTION
PLAN
CEILING
8" CMUM18
VERTICALLY REINFORCED GROUTED PIERS
CMU WALL SCHEDULED
FLOOR LINE
NON-RATED
NOTE: WHERE CMU WALL INTESECTS STEEL FRAMING, EITHER PARALLEL OR PERPENDICULAR TO WALL, REFER TO WALL TYPE M28 FOR DETAIL TO CLOSE OFF TOP OF WALL.
CMU BELOWFLOOR LINEAT BEARINGLOCATIONSSEE STRUC
UNDERSIDE OF ROOF OR FLOOR STRUCTURE
6" CMUM16
NON-RATED
4" CMUM14
NON-RATED
12" CMUM12
NON-RATED
Graphic Scale
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ate
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/9/2
017
1:2
9:2
6 P
M
DOVER, NH
15618
A10.1
Designer
Author
FIRST FLOOR - AREA A &PARTITION TYPES
DETAILS
05-09-1705-09-1705-09-1705-09-17
SCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
SCALE: 1/8" = 1'-0"A1
FIRST FLOOR - AREA A
SCALE: 1 1/2" = 1'-0"E7
PARTITION KEY TAGSCALE: 1 1/2" = 1'-0"
E6PARTITION LEGEND & NOTES
DN
DN
DN
-
-
W
P
D
-
-
GYM
136
STORAGE
138
P.E. OFFICE
139
STAFF WOMENS
143
MEN'S
141
WOMEN'S
140
CUST.
144
923 SF
ART (45)
148
921 SF
STEM (44)
147
2031 SF
LIBRARY (43)
152
141 SF
OFFICE
153
215 SF
STORAGE
155
277 SF
BOILER
157
100 SF
CUST
159
113 SF
STORAGE
160
1059 SF
MUSIC (46)
150
893 SF
BAND / CHORUS (47)
151
ART WING CORRIDOR
146
CORRIDOR
142
128 SF
STORAGE
137
434 SF
CORRIDOR
145
266 SF
BOILER
158
156 SF
STORAGE
152A
71 SF
DATA
154
44 SF
STORAGE
158A
CORRIDOR
149
A11.1
C1
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Harriman Project No.
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Proj North
Date
Plo
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ate
:5
/9/2
017
1:3
0:0
5 P
M
DOVER, NH
15618
A10.2
Designer
Author
FIRST FLOOR - AREA B
05-09-1705-09-1705-09-1705-09-17
SCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
SCALE: 1/8" = 1'-0"A1
FIRST FLOOR - AREA B
858 SF
CLASSROOM (12)
174
858 SF
ESL / SPEECH (13)
182
858 SF
CLASSROOM (11)
183
841 SF
CLASSROOM (16)
176
841 SF
CLASSROOM (15)
181
837 SF
CLASSROOM (18)
177
838 SF
CLASSROOM (17)
180
858 SF
CLASSROOM (14)
175
393 SF
TEACHERS
187
62 SF
CUST
171
162 SF
BOYS
173
182 SF
GIRLS
184
10 CORRIDOR
179
MAIN CORRIDOR
170197 SF
ELEC
171B
118 SF
VESTIBULE
192
348 SF
ROOM
195
CORRIDOR
193
43 SF
STOR
194
403 SF
ROOOM
191
239 SF
ROOM
190
178 SF
ROOM
189
170 SF
ROOM
196
61 SF
ROOM
196A
77 SF
TOILET
197B
261 SF
STORAGE
168
258 SF
BOOK ROOM
169
113 SF
STORAGE
160
56 SF
ELEC
161
100 SF
CUST
159
4068 SF
CAFETERIA
166
599 SF
STAGE
167
CORRIDOR
156
CORRIDOR
112
851 SF
BEHAVIOR (21)
199
67 SF
WOMENS
198
225 SF
BOYS
200
229 SF
GIRLS
201
866 SF
CLASSROOM (23)
212
866 SF
CLASSROOM (25)
211
866 SF
CLASSROOM (24)
203
866 SF
CLASSROOM (26)
204
866 SF
CLASSROOM (27)
210
812 SF
CLASSROOM (29)
209
862 SF
CLASSROOM (28)
205
44 SF
SPRINK
208
20 CORRIDOR
207
866 SF
CLASSROOM (22)
202
445 SF
KITCHEN
165
70 SF
STOR
162
22 SF
TOIL
163
27 SF
VEST
164
CORRIDOR
142
213 SF
VEST
178
VEST
206
37 SF
DATA
188
130 SF
ROOM
197
27 SF
STOR
197A
14 SF
TOIL
181A
15 SF
TOIL
176A
14 SF
TOIL
180A
14 SF
TOIL
177A
7 SF
CL
191A
106 SF
MEN'S
172172 SF
ELEC
171A
A11.1
C2
A11.1
A1
A11.1
C3
A11.1
D6
12
' - 4
3/4
"
Graphic Scale
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Key Plan
Harriman Project No.
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Date
Plo
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ate
:5
/9/2
017
1:3
0:4
2 P
M
DOVER, NH
15618
A10.3
Designer
Author
FIRST FLOOR - AREA C
05-09-1705-09-1705-09-1705-09-17
SCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
SCALE: 1/8" = 1'-0"A1
FIRST FLOOR - AREA C
REF.
C
46 SF
TOILET
110
46 SF
TOILET
109
42 SF
CUST
108
286 SF
RECEPTION
102
255 SF
ADMIN/ WAITING
103
72 SF
103A
11 SF
CL
103B
184 SF
PRINCIPAL
104
144 SF
GUID.
115
152 SF
DEAN
114
178 SF
WRKRM
107
49 SF
KIT
105A
122 SF
STORAGE
111184 SF
MULTI USE
113
311 SF
CONFERENCE
106
CORRIDOR
105
9' - 6"
CENTER WALL W/ MULLION
ALIGN
13' - 7" +/-
15' - 4"
12
' - 0
1/4
"1
2' -
8"
6' -
6"
2' -
8 5
/8"
+/-
6' - 2" 1' - 3" 1' - 3" 8' - 4 3/4" +/-
R.O.
3' - 4"
2' -
8"
3' -
8"
2' -
7"
12
' - 0
"
8' - 10"
4' -
0"
7' - 0"8' - 10"10"
R.O.
3' - 4"1' - 0"
R.O.
3' - 4" 7' - 0" 6' - 4 7/8" +/-
M.O
.
3' -
4"
8"
CLEAR
6' - 0"
213N
213N
213N
213N
213A
213A
213A
213A
213A
213A213A
B
161 SF
BOYS
129
161 SF
GIRLS
130
106 SF
MEN'S
172
172 SF
ELEC
171A
3' -
0"
3' - 5" +/- 16' - 8"
EQUAL
3' - 5" +/-
EQUAL
5' - 0" 5' - 0"
5' -
0"
5' -
0"
E.W.C
13' - 10 1/2" +/-
2' -
9 5
/8"
2' -
10
"2
' - 1
0"
M18
M18
216
M18
M18
162 SF
BOYS
173
62 SF
CUST
171
3' - 0"
5' - 0"
5' -
0"
2' - 10"
4' -
0"
8' -
0"
2' - 9"
2' - 9"
2' -
0"
160.00°
1' -
0"
4' -
5"
13' - 6"
3' - 10"
182 SF
GIRLS
1843' - 0"
8' - 2 1/4" +/-
1' - 0"5' -
8" 1' - 7"
4' -
7"
4' -
8"
2' - 8"
5' -
1"
10' - 0"
8' -
0"
213A
113N
225 SF
BOYS
200
229 SF
GIRLS
201
67 SF
WOMENS
198
8' - 6
"
8' - 5
"
4' - 6
"
4' - 6
"
3' - 1
1"
3' - 1
0"
M18
M14
M18
121 SF
TOILET/ SHWR
135
11' - 0" 5' - 0"
R.O.
3' - 0" 2' - 2"
R.O.
3' - 4"
9 1/4" +/-
MIN
1' -
0"
3' -
0"
7' -
8"
3' - 0"7' - 2" +/-
8' -
10
"
1' -
6"
R.O
.
3' -
0"
1' -
6"
4 1
/2"
R.O
.
5' -
4"
1' -
6"
R.O
.
3' -
4"
12
' - 8
"
94 SF
EXAM
134197 SF
WAITING
133
139 SF
OFFICE
132
78 SF
STORAGE
133B
4' -
2"
1' -
9"
3' -
4"
MIN
1' -
0"
CORR
131
84 SF
ISO
133A
3' -
5 7
/8"
+/-
ADJUSTABLE SHELVING
PRIVACY CURTAIN & CLG TRACK
B.O.
213A
213A
213A
213A
113N
112N
112N
112N
112N
112N
M18
M18
M18
M18
198 SF
STAFF WOMENS
143
5' - 0"
5' -
0"
EQ
UA
LE
QU
AL
113N
SANITARY NAPKIN DISPOSAL (SND) UNITWHERE OCCURS1'-3" MIN AFF
FACE OF WALL FACE OF WALL
SOLID WOOD BLOCKINGBEHIND GPDW TYPICAL
GRAB BAR
TOILET PAPERDISPENSER - TPD
MIN-MAX
7" - 9"
4'-0"
MA
X
1'-3"
MIN
33
" M
IN -
36
" M
AX
-2
' -10
"
1'-6"
3'-0" 6"
MA
X
1'-7
"
1'-0" 3'-6"
GRAB BARS
39" MIN - 41" MAX
39
" M
IN -
41
" M
AX
3' -
4"
1' -
6"
MIRROR
TO
RE
FL
EC
TIV
E S
UR
FA
CE
3' -
4"
PAPER TOWEL DISPENSERPTD
SURFACE
CENTERLINEOF OUTLET
PROVIDE SOLID WOODBLOCKING AS REQUIREDTYPICAL
MA
X
4'-0
"
MA
X
4'-0
"
SOAP DISPENSERSD
SOAP DISPENSER
FINISHFLOOR
24" X 36" MIRRORAT EVERY TOILET ROOM CENTERED ABOVE LAVATORY
SOLID WOOD BLOCKING AS REQUIRED TYPICAL
MIN.
1' - 3"
VA
RIE
S
MIN.
8"
27
" M
IN.
MIN
.
9"
MIN.
11"
30" MIN.
ADA CLEARANCE SHOWN DASHED
WALL HUNG LAV - ADA
2' -
0"
SANITARY NAPKIN DISPOSALSND
1' - 6"
MA
X
4'-0
"
COAT HOOKCENTERED AT DOOR
GENERAL NOTES
SYMBOLS LEGEND
216
1. GC TO PROVIDE SOLID BLOCKING IN STUD WALLS FOR MOUNTING OF ALL OWNER & GC PROVIDED ACCESSORIES
2. ALL DOORS JAMBS TO BE LOCATED 6" (GPDW) OR 8" (CMU) FROM ADJACENT WALL AT HINGE SIDE UNLESS NOTED OTHERWISE.
3. SEE DRAWING A40.1 FOR PARTITION TYPES.
4. SEE DRAWING A60.1 FOR DOOR SCHEDULE.
5. SEE DRAWING A61.1 FOR ROOM FINISH SCHEDULE.
6. PROVIDE CONTROL JOINTS IN GPDW PARTITIONS AT A MAX SPACING OF 30'-0". LOCATE AT EDGE OF DOOR FRAME UP TO CEILING WHERE PRACTICAL UNLESS NOTED OTHERWISE.
PARTITION TAGSEE A40.1 FOR PARTITION TAG KEY& PARTITION DEFINATION DETAILS
WATER CLOSET
URINAL
LAVATORY
PAPER TOWEL DISPENSER(OWNER FURNISHED GC INSTALLED)
GRAB BARS
TOILET TISSUE DISPENSER(OWNER FURNISHED GC INSTALLED)
ROBE HOOKS
MIRROR
SOAP DISPENSEROWNER FURNISHED GC INSTALLED)
Graphic Scale
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Issues and Revisions
Key Plan
Harriman Project No.
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Description
Proj North
Date
Plo
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ate
:5
/9/2
017
1:3
3:2
0 P
M
DOVER, NH
15618
A11.1
Designer
Author
ENLARGED PLANS
05-09-1705-09-1705-09-1705-09-17
SCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGNSCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
SCALE: 1/4" = 1'-0"A5
ADMIN AREASCALE: 1/4" = 1'-0"
A1TOILET ROOMS BOYS 129, GIRLS 130 & MEN'S 172
SCALE: 1/4" = 1'-0"C2
TOILET ROOM BOYS 173 & CUST 171SCALE: 1/4" = 1'-0"
C3TOILET ROOM 184
SCALE: 1/4" = 1'-0"D6
TOILET ROOMS WOMENS 198, BOYS 200 & GIRLS 201
SCALE: 1/4" = 1'-0"A3
NURSE AREA
SCALE: 1/4" = 1'-0"C1
TOILET ROOM 143
SCALE: 1/2" = 1'-0"F1
ACCESSORY MOUNTING DETAILS
EX.ABA
4
2
D F
3
C E
1
F3 [-4'-6"]
F3 [-4'-6"]F4 [-1'-0"]
F4 [-1'-0"]
F3 [-4'-6"]
F3 [-4'-6"] F3 [-4'-6"] F3 [-4'-6"]
1'-4
"
2'-4
"
1'-4"
2'-4"
41'-0"
18'-8
"
7'-4"
26'-4
"
1'-4"
2'-4"
15'-0
5/8
"3'
-7 3
/8"
5'-4
3/8
"19
'-11
1/4"
6'-10" 7'-4" 16'-1 1/4" 13'-5 1/2" 10'-4 1/4"
F4 [-1'-0"]
FOUNDATION PLAN NOTES:
1. TOP OF CONCRETE ELEVATION IS REFERENCED (+/-) FROM FINISH FLOOR ELEVATION XXX.XX' (+0'-0").
2. SEE ADDITIONAL APPLICABLE FOUNDATION NOTES ON DRAWING S50.1.
3. (-8") INDICATES TOP OF CONCRETE ELEVATION.
4. [-4'-0"] INDICATES TOP OF FOOTING ELEVATION.
5. PIERS AND SPREAD FOOTINGS ARE CENTERED ON COLUMNS, UNLESS NOTED OTHERWISE.
6. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND DIMENSIONS OF ALL DEPRESSED SLABS. VERIFY DEPRESSED SLAB ELEVATION WITH ACTUAL FLOORING PRODUCT TO BE INSTALLED.
9. INDICATES SPAN OF STRUCTURAL SLAB. SEE DETAIL XX/XXXX.
10. UNLESS NOTED OTHERWISE ON PLANS, ALL CONCRETE SLABS-ON-GRADE SHALL BE 4" THICK WITH FIBER REINFORCING.
EX.A
EX.CBA
4
2
D F
3
C E
1
14'-2" 16'-1 1/4" 13'-5 1/2" 10'-4 7/8" 19'-2 7/8"
6'-10" 7'-4"
15'-0
5/8
"3'
-7 3
/8"
5'-4
3/8
"19
'-11
5/8"
E W16X40
W10X12
W10
X12
W10X12
W16X26
W10
X22
W10
X12
W10X22 W10X22 W10X22
W10
X22
W10
X22
W12
X19
W12X19 W18X40
W10
X22
W10
X12
W12
X19
W12
X19
W12
X19
W12
X19
W12
X19
W8X
10
W8X
10
W8X
10
W8X
10
W8X
10
W10
X12
W12X19
W12
X19
W12
X19
W12
X19
W12
X19
W10
X12
W10
X12
W10
X12
W10
X12
W10
X12
W10
X12
W10
X12
W10
X12
W10
X12W
10X1
2
W10
X12
W10
X12
W10
X12
W10
X12
W10
X12
W10
X12
W8X10
W8X10
W8X10
8" CMU BEARING WALL
W8X10 LINTEL BEAM
W8X10 LINTEL BEAM
MECH UNIT.SEE MECH. DRAWINGS
MECH UNIT.SEE MECH. DRAWINGS
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic Scale
0 2' 4' 6'
1/4" = 1'-0"
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Description
Proj North
Date
Plo
t Dat
e:5/
9/20
17 1
1:02
:54
AM
DOVER, NH
15618
S10.1
JCF
ZPP
FOUNDATION PLAN &FRAMING PLAN
05-09-17
PROGRESS REVIEW
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
SCALE: 1/4" = 1'-0"B1 FOUNDATION PLAN
FOOTING SCHEDULEFOOTING MARK LENGTH WIDTH THICKNESS REINFORCING (BOTTOM)
F3 3'-0" 3'-0" 1'-0" (3) #5 (EACH WAY)F4 4'-0" 4'-0" 1'-0" (4) #5 (EACH WAY)
STEEL COLUMN SCHEDULELOCATION TYPE BASE PLATE
A-2 HSS4X4X1/4 BP1A-4 HSS4X4X1/4 BP1B-2 HSS4X4X1/4 BP1C-4 HSS4X4X1/4 BP1D-2 HSS6X6X3/8 BP3D-4 HSS5X5X3/8 BP2E-1 HSS6X6X3/8 BP3E-4 HSS5X5X3/8 BP2F-1 HSS6X6X3/8 BP3
BASE PLATE SCHEDULEMARK DEPTH WIDTH THICKNESS ANCHORS EMBEDMENT PLATE TYPE
BP1 10" 10" 3/4" (4) 3/4" DIA. F1554 (GR.36) 9" ABP2 11" 11" 3/4" (4) 3/4" DIA. F1554 (GR.36) 9" ABP3 1'-0" 1'-0" 3/4" (4) 3/4" DIA. F1554 (GR.36) 9" A
SCALE: 1/4" = 1'-0"A1 ROOF FRAMING PLAN AT NEW ENTRY WAY
FRAMING PLAN NOTES:
1. TOP OF STEEL ELEVATION IS REFERENCED (+/-) FROM FINISH FLOOR ELEVATION XXX.XX' (+0'-0").
2. SEE ADDITIONAL APPLICABLE FRAMING NOTES ON DRAWING S60.1.
3. ALL STEEL BEAMS TO CONFORM TOASTM A992 (Fy=50 KSI)
4. ALL RECTANGULAR HSS COLUMNS TOCONFORM TO ASTM A500 (GR. B) (Fy=46 KSI)
5. ALL ROUND STEEL PIPE TO CONFORM TOASTM A53 (GR. B) (Fy=35 KSI)
6. INDICATES DIAGONAL STEELBRACING. SEE S40 DRAWINGS FORELEVATIONS AND DETAILS.
7. INDICATES HORIZONTALBRIDGING. (EQUALLY SPACED)
8. "TJ" INDICATES BOLTED TIE JOIST. EXTENDBOTTOM CHORD AT COLUMNS (DO NOT WELD)SEE TYP. DETAIL.
9. INDICATES SPAN OFROOF DECK.
10. INDICATES SPAN OFFLOOR DECK.
11. PROVIDE UPLIFT BRIDGING AS SHOWN ATFIRST BOTTOM CHORD PANEL POINT (TYP.)NET UPLIFT PRESSURE = XX PSF.
12. [XX] INDICATES NUMBER OF X/X" DIA. x X" LONGWELDED SHEAR STUDS.
W16
X26
EXIST. 18" DEEP JOISTS
EXIST. 8" DEEP JOISTS
EXIST. 18" DEEP JOISTS
EXIST. 14" DEEP JOISTS EXIST. 14" DEEP JOISTS
NEW 16SP 2-PIECE JOIST
NEW 16SP 2-PIECE JOIST
NEW 16SP 2-PIECE JOIST
NEW 16SP 2-PIECE JOIST
28'-9
5/8
"
28'-9
5/8
"
28'-9
5/8
"
NEW16SP 2-PIECE JOIST
NEW16SP 2-PIECE JOIST
NEW 10K1 2-PIECEJOIST
NEW 14SP 2-PIECE JOIST
NEW 14SP 2-PIECE JOIST
NEW MECH. UNIT SEE MECH. DRAWINGS
NEW MECH. UNIT SEE MECH. DRAWINGS
NEW MECH. UNIT SEE MECH. DRAWINGS
NEW MECH. UNIT SEE MECH. DRAWINGS
NEW MECH. UNIT SEE MECH. DRAWINGS
NEW MECH. UNIT SEE MECH. DRAWINGS
NEW MECH. UNITSEE MECH. DRAWINGS
NEW MECH. UNITSEE MECH. DRAWINGS
NEW MECH. UNITSEE MECH. DRAWINGS
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic Scale
0 4' 8' 12'
1/8" = 1'-0"
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Description
Proj North
Date
Plo
t Dat
e:5/
9/20
17 1
1:03
:04
AM
DOVER, NH
15618
S30.1
JCF
ZPP
ROOF FRAMING PLAN
05-09-17
PROGRESS REVIEW
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
SCALE: 1/8" = 1'-0"A1 MECHANICAL UNIT STEEL REINFORCEMENT FRAMING PLAN
SOIL BEARING
1. WALL AND COLUMN FOOTINGS DESIGNED FOR AN ASSUMED SOILBEARING OF XXXX PSF.
2. IF ADEQUATE SOIL BEARING IS NOT ENCOUNTERED AT THEINDICATED BOTTOM OF FOOTING LOCATION, CONTRACTOR IS TOREPORT TO THE ARCHITECT BEFORE PROCEEDING WITH THAT PARTOF THE WORK.
3. ALL EXCAVATIONS FOR THE FOUNDATION SHALL BE APPROVED BYTHE ENGINEER BEFORE PLACING ANY CONCRETE FOOTINGS.
CONCRETE
1. STRENGTH OF CONCRETE AT 28 DAYS TO BE 3000 PSI; EXCEPT FOR:SLABS, BEAMS AND COLUMNS TO BE 3000 PSI AND EXTERIOR SLABSTO BE 4500 PSI.
2. ALL EXTERIOR FOOTINGS TO BE MIN. X'-Y" BELOW FINISH GRADE.3. TOP OF ALL FOOTINGS TO BE MIN. 8" BELOW BOTTOM OF FLOOR
SLAB UNLESS NOTED OTHERWISE.4. BOTTOM OF ALL FOOTINGS TO BE ON ADEQUATE SOIL BEARING.5. ALL SLABS ON FILL TO BE 4" THICK UNLESS NOTED OTHERWISE.6. SLABS AND BEAMS UNDER CONCRETE WALLS SHALL BE ADEQUATELY
SHORED UNTIL WALLS ARE SET.7. IF BASEMENT AND FIRST FLOOR SLABS ARE NOT POURED BEFORE
BACKFILLING, FOUNDATION WALLS TO BE ADEQUATELY BRACEDBEFORE BACKFILLING AND UNTIL ABOVE SLABS ARE PLACED AND SET.
8. SEE SPECIFICATIONS FOR SPECIAL REQUIREMENTS FORARCHITECTURAL EXPOSED CONCRETE, ANCHORING OF MASONRY TOCONCRETE WALLS AND COLUMNS, AND CHAMFER OF EXTERNALCORNERS OF CONCRETE BEAMS, GIRDERS, COLUMNS, ETC.
9. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS ANDSPECIFICATIONS FOR SIZE AND LOCATION OF DOOR FRAMES,THRESHOLDS, ETC., AND CONCRETE PADS, PIERS, PIPE SLEEVES, ETC.
10. ALL WOOD NAILERS ON CONCRETE OR MASONRY, TO BE ANCHOREDWITH 1/2" DIA. ANCHOR BOLTS SPACED AT 2'-8" O.C. AND EXTENDED 1'-0" INTO CONCRETE OR MASONRY.
11. CONCRETE FILL FOR BEAM LINTEL BLOCKS, BOND BEAMS, ANDCONCRETE BLOCKS USED AS SOLID MASONRY UNITS, TO BECONCRETE TESTING 3000 PSI AT 28 DAYS.
CONCRETE REINFORCING
1. ALL REINFORCING STEEL TO BE ASTM-A615 GRADE 60, DETAILED ANDFABRICATED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARDPRACTICE" (ACI-315-LATEST).
2. REINFORCEMENT TO HAVE MIN. CONCRETE COVER AS FOLLOWS:A. CONCRETE DEPOSITED AGAINST GROUND, INCLUDING
FOOTINGS - 3"B. CONCRETE EXPOSED TO EARTH OR WEATHER,
INCLUDING WALKS, PIERS, WALLS, COLUMNS, ANDEXTERIOR SLABS - 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND:I. SLABS, WALLS, AND JOISTS - 3/4"II. BEAMS AND COLUMNS, TIES, STIRRUPS,
REINFORCEMENT - 1 1/2"3. PROVIDE ADEQUATE KEYS AND DOWELS AT ALL WALL INTERSECTIONS
AND CONSTRUCTION JOINTS.4. LAP ALL REINFORCEMENT 36 BAR DIAMETERS AT SPLICES, AND
12" MIN. AT CORNERS UNLESS SHOWN OTHERWISE.5. AT ALL OPENINGS IN STRUCTURAL SLABS, PROVIDE ONE HALF THE
NUMBER OF INTERRUPTED BARS PLACED ON EACH SIDE OF THEOPENING AND STAGGERED WITH OTHER SLAB BARS. PROVIDE #4x 5'-0" LONG DIAGONAL BAR TOP AND BOTTOM AT EACH CORNER OFOPENING, UNLESS SHOWN OTHERWISE.
6. PROVIDE DOWELS IN WALLS AND COLUMN FOOTINGS EQUIVALENT INSIZE AND NUMBER TO VERTICAL STEEL EXTENDING 24 BAR DIA. INTOFOOTING AND INTO WALL OR COLUMN UNLESS SHOWN OTHERWISE.LOWER END OF DOWELS SHALL HAVE 90 DEGREE BEND WITH 4" MIN.HORIZONTAL DIMENSION AND ALL DOWELS SHALL BE SET IN PLACEBEFORE CONCRETE IS PLACED.
7. DISCONTINUOUS ENDS OF ALL TOP REINFORCING BARS TO BE HOOKED.8. ALL CONCRETE WALLS ON LEDGE TO HAVE #8 DOWELS x 3'-0"
LONG, GROUTED 1'-6" INTO LEDGE AND SPACED AT 3'-0" O.C.9. ALL CONCRETE PIERS ON LEDGE TO HAVE (2) #8 DOWELS x 3'-0" LONG,
GROUTED 1'-6" INTO LEDGE.10. ALL 4" THICK CONCRETE SLABS ON FILL TO BE REINFORCED WITH
FIBER REINFORCING, UNLESS SHOWN OTHERWISE.11. ALL CONCRETE SLABS, PADS, BEAMS AND PIERS SHALL HAVE
REINFORCEMENT THAT WILL HAVE A MIN. RATIO OF REINFORCEMENTAREA TO GROSS CONCRETE AREA OF 0.0033 UNLESS SHOWNOTHERWISE.6" VARIES 6"
1'-0
"
FRO
ST D
EPTH
MASONRY DOWELSTO MATCH MASONRYREINFORCING
#4 DOWELS AT 12" O.C.(2'-0"x2'-0") ATSTRUCTURAL SLABS
#4 DOWELS AT 12" O.C.(EACH FACE)
(2) #5
#4 AT 12" O.C.(VERT. AND HORIZ.)(EACH FACE)
SEE FOUNDATION PLANFOR TOP OF FOOTINGELEVATIONS
FINISH GRADE
SEE FOUNDATION PLANFOR TOP OF WALL
ELEVATIONS
USE ACI STANDARD HOOK(TYP.)
(MIN.)
40 BAR DIA.
(MIN
.)
40 B
AR D
IA.
FOUNDATION WALLCONCRETE
SLAB-ON-GRADE 8" INTERIORCMU WALL
GROUT CELLS SOLIDBELOW SLAB
SEE FOUNDATION PLANFOR TOP OF FOOTING
ELEVATIONS1'
-0"
PROVIDE DOWELSTO MATCH CMUWALL REINFORCING
2'-0"(2) #5 (CONT.)
#5 DOWELS (x1'-6" LONG) AT 12" O.C.OVER FULL HEIGHT OF WALL
DRILL AND GROUT 9" INTO EXISTING WALL
EXISTING FOUNDATION WALL
NEW FOUNDATION WALL
MIN. 2" COVER
CONCRETE SLAB-ON-GRADE
VAPOR BARRIER
12" OF CRUSHED STONE
COMPACTED NATIVE SOIL
CONCRETESLAB-ON-GRADE
COLUMN
BASE PLATE
3/4" NON-SHRINK GROUTAND 1/4" LEVELING PLATE
FOOTING REINFORCINGEACH WAY
(SEE FOOTING SCHEDULE)
3" C
LEAR
SEE FOUNDATION PLANFORTOP OF FOOTING
ELEVATIONS
ANCHOR RODS3/4" DIA. F1554 GR. 36 (HEADED)
UNLESS NOTED OTHERWISE
9" (U
.N.O
.)
FILL CONCRETE BONDOUTMIN. 24 HRS AFTERSLAB PLACEMENT
COLUMN
BASE PLATE
3/4" NON-SHRINK GROUTAND 1/4" LEVELING PLATE
DOWELS TO MATCHVERTICAL PIER REINFORCINGSPLICE MIN. 24 BAR DIA.
SEE PIER SCHEDULEFOR REINFORCING
FOOTING REINFORCINGEACH WAY(SEE FOOTING SCHEDULE)
SEE FOUNDATION PLANFOR TOP OF FOOTINGELEVATIONS
ANCHOR RODS3/4" DIA. F1554 GR. 36 (HEADED)
(UNLESS NOTED OTHERWISE)
1/2
SPAC
ING
PIER
SC
HED
ULE
SPAC
ING
PER
1/2"
SPA
CIN
G
TIES
(U.N
.O.)
9"
CONTROL JOINT
CONSTRUCTION JOINT
SAWCUT TO 1/4 THESLAB THICKNESS
FOR SLABS WITH WIRE FABRICCUT EVERY OTHER STRANDAT JOINT LOCATIONS
CONCRETESLAB-ON-GRADE
CONCRETESLAB-ON-GRADE
DOWELS AT 18" O.C.
SLEEVE
BOND BREAKER
FOUNDATION WALL
WALL CONSTRUCTION
CONCRETESLAB-ON-GRADE
EXPANSION JOINTMATERIAL
JOINT SEALINGCOMPOUND
CONSRUCTION JOINTREQUIRED WHEN CONCRETEPLACEMENT IS INTERUPTED BYMORE THAN 30 MINUTES
CONTROL JOINTS
2'x2' DIAMOND ISOLATIONJOINT WITH SEALANTAND BACKER ROD(TYP.)
COLUMN WITH SEALANTAND BACKER RODALL AROUND
ISLATION JOINTWITH SEALANTAND BACKER ROD
JOINT SPACING:4" SLABS: MAX. SPACING = 8' (AT EXPOSED SLABS)4" SLABS: MAX. SPACING = 8' (AT SLABS WITH FLOOR FINISHES)6" SLABS: MAX. SPACING = 15' (SPACE EQUALLY BETWEEN COLUMN BAYS)
NOTE: PROVIDE CONTROL OR CONSTRUCTION JOINTS AROUND ALLSLAB DEPRESSIONS AND PITS AT THE EXTENT OF THE PERIMETERREINFORCING. SEAL ALL JOINTS AND SLAB PENETRATIONS. SEE ARCH'LFOR DETAILS.
8" 1'-4" 8"
2'-0" 2'-0"
CONTROL JOINT(TYP.)
CONCRETE SLAB-ON-GRADEWITH FIBER REINFORCING
MASONRY PARTITION
PROVIDE DOWELSTO MATCH WALLREINFORCING
(2) LAYERS OF REINFORCINGAT THICKENED SLAB6x6-W2.9xW2.9 WWF
PARTITION REINFORCINGSEE TYPICAL MASONRY
WALL REINFORCING DETAIL
NOTES:
1. AT GC OPTION, TYPICAL PARTITION FOOTING DETAIL MAY BE USED INSTEAD OF THIS DETAIL.
2. THIS DETAIL TO BE USED ONLY WHERE CMU WALLS ARE NOT SHOWN ON STRUCTURAL FOUNDATION PLANS. ALL CMU WALLS ARE SHOWN ARCHITECTURAL DRAWINGS.
11
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
0 4" 8" 1'
1 1/2" = 1'-0"
0 6" 1' 2'
3/4" = 1'-0"
0 1' 2' 3'
1/2" = 1'-0"
0 4' 8' 12'
1/8" = 1'-0"
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Description
Proj North
Date
Plo
t Dat
e:5/
9/20
17 1
1:03
:11
AM
DOVER, NH
15618
S50.1
JCF
ZPP
TYPICAL FOUNDATIONNOTES AND DETAILS
05-09-17
PROGRESS REVIEW
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
SCALE: 3/4" = 1'-0"A7 GENERAL FOUNDATION NOTES
SCALE: 1/2" = 1'-0"A2 TYP. 10"-16" FOUNATION WALL
SCALE: 3/4" = 1'-0"B3 TYP. CORNER REINFORCING DETAIL
SCALE: 3/4" = 1'-0"B4 DETAIL AT 8" INTERIOR CMU WALL
SCALE: 3/4" = 1'-0"B2 TYP. DOWEL DETAIL AT NEW FOUNDATION TO EXISTING
SCALE: 3/4" = 1'-0"C7 GRAVEL SUB-BASE DETAIL
SCALE: 3/4" = 1'-0"B5 TYP. INTERIOR COLUMN FOOTING DETAIL
SCALE: 3/4" = 1'-0"A5 TYP. PIER AND FOOTING DETAIL
SCALE: 1 1/2" = 1'-0"A3
TYP. SLAB-ON-GRADECONTROL/CONSTRUCTION JOINTDETAILS
SCALE: 3/4" = 1'-0"B1
TYP. SLAB-ON-GRADEISOLATION/EXPANSION JOINT DETAIL
SCALE: 1/8" = 1'-0"A4 TYP. SLAB-ON-GRADE JOINT LAYOUT
SCALE: 3/4" = 1'-0"A1 TYP. THICKENED SLAB UNDER CMU PARTITIONS DETAIL
MASONRY
1. ALL MASONRY WALLS AND PARTITIONS SHALL BE REINFORCED.2. COMPRESSIVE STRENGTH OF MASONRY, F'm, SHALL BE MIN. 1500 PSI.3. COMPRESSIVE STRENGTH OF LOAD BEARING CONCRETE MASONRY UNITS SHALL
BE IN ACCORDANCE WITH ASTM C90.4. MORTAR SHALL BE TYPE S, WITH A MIN. COMPRESSIVE STRENGTH OF
1800 PSI AT 28 DAYS.5. GROUT SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.6. COMPRESSIVE STRENGTH OF LOAD BEARING BRICK SHALL BE IN ACCORDANCE
WITH ASTM C55.7. EXPANSION BOLTS IN HOLLOW MASONRY WALL SHALL BE LOCATED AT SOLID
BLOCK OR BOND BEAM.8. SMU INDICATES SOLID MASONRY UNITS OR HOLLOW CONCRETE UNITS WITH
ALL VOIDS COMPLETELY FILLED WITH 3000 PSI CONCRETE OR GROUT.9. WOOD NAILERS ON MASONRY SHALL BE ANCHORED WITH 1/2" DIA. ANCHOR
BOLTS AT 2'-8" O.C. AND EXTEND 6" INTO SOLID MASONRY U.N.O.10. WHERE BEAMS, JOISTS, OR COLUMNS BEAR ON MASONRY, THE MASONRY
SHALL BE SOLID OR FILLED SOLID, A MIN. O F2'-0" TO EACH SIDE OF THE CENTERLINE OF BEARING, FOUR COURSES HIGH, OR A CONTINUOUS CONCRETEFILLED BOND BEAM SHALL BE LOCATED UNDER THE BEARING.
11. MASONRY LOCATED BELOW TOP OF SLAB ON FILL SHALL BE SOLID OR FILLEDSOLID.
WOOD FRAMING
1. ALL WOOD MARKED SPF OR NOT MARKED ON THE DRAWINGS ARE TO HAVETHE FOLLOWING MINIMUM ALLOWABLE WORKING STRESSES:
Fv = 135 PSI HORIZONTAL SHEAR STRESSFb = 875 PSI BENDING STRESS SINGLE MEMBER USEE = 1400000 PSI MODULUS OF ELASTICITYFc = 1150 PSI COMPRESSION PARALLEL TO GRAINFc = 425 PSI COMPRESSION PERPENDICULAR TO GRAIN
2. ALL TIMBER FRAMING SHALL BE IN ACCORDANCE WITH THE AITC TIMBERCONSTRUCTION MANUAL - LATEST EDITION, AND THE NFPA NATIONAL DESIGNSPECIFICATION FOR WOOD CONSTRUCTION (NDS) 2005 EDITION.
3. INDIVIDUAL TIMBER FRAMING SHALL BE VISUALLY GRADED, MINIMUM No1/No2SPRUCE-PINE-FIR KILN DRIED TO 19% MAXIMUM MOISTURE CONTENTUNLESS NOTED OTHERWISE ON DRAWINGS.
4. WOOD I-JOISTS (TJI), LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRANDLUMBER (PSL) SHALL BE AS SPECIFIED ON THE DRAWINGS.
5. PRESSURED TREATED LUMBER SHALL BE USED FOR SILL MEMBERS, EXTERIOREXPOSURE, OR WHERE SHOWN ON THE DRAWINGS. TIMBER SHALL BE SOUTHERNYELLOW PINE TREATED WITH PRESERVATIVE.
6. ALL PLYWOOD SHALL BE APA PERFORMANCE RATED. PLYWOOD SHALL BE NAILEDTO THE FRAMING AS FOLLOWS (U.N.O.):
ROOFS: 8d NAILS AT 6" ON EDGES AND 12" AT INTERMEDIATE SUPPORTS.WALLS: 8d NAILS AT 6" ON EDGES AND 12" AT INTERMEDIATE SUPPORTS.
7. FLOOR SHEATHING SHALL BE 3/4" APA PERFORMANCE RATED STURD-I- FLOORTONGUE AND GROOVE PANELS. PLYWOOD SHALL BE BLUED/SCREWED TOFLOOR FRAMING AT 8" O.C.
8. ALL BUILT-UP BEAMS AND COLUMNS SHALL BE NAILED AS FOLLOWS (MIN.):BEAMS: (2) 10d NAILS AT 12" O.C. IN EACH PIECE.COLUMNS: 10d NAILS AT 12" O.C.
9. JOIST HANGERS, BEAM HANGERS, POST BASES AND CAP PLATES SHALL BE AINDICATED ON THE DRAWINGS AND MANUFACTURED BY SIMPSON COMPANY.REFER TO MANUFACTURER'S LITERATURE FOR PROPER HANDLING ANDINSTALLATION GUIDELINES.
STRUCTURAL STEEL
1. STRUCTURAL STEEL SHALL BE ASTM A992, BR. 50 (Fy=50 KSI). EXCEPTSTRUCTURAL TUBING TO BE Fy=46 KSI, UNLESS NOTED OTHERWISE.
2. FABRICATION SHALL NOT BEGIN UNTIL SHOP DRAWINGS HAVE BEEN APPROVED.3. CONNECTIONS SHALL BE DESIGNED BY THE STEEL FABRICATOR.4. BASE PLATES AND BEARING PLATES SHALL BE GROUTED WITH NON-SHRINK
GROUT AND AT PROPER GRADE, BEFORE PLACING STEEL.5. CONTRACTOR SHALL APPLY TWO BRUSH COATS OF ASPHALT TO COLUMNS AND
BASE PLATES EXPOSED TO FILL AFTER COLUMN IS IN PLACE.6. STEEL BEAMS ENCASED IN CONCRETE SHALL RECEIVE CLIPS OR BE WRAPPED
WITH WIRE MESH, UNLESS NOTED OTHERWISE.7. STEEL BEAMS TO RECEIVE WOOD NAILERS SHALL HAVE BOLT HOLES DRILLED
FOR 1/2" DIA. BOLTS AT 2'-6" O.C. STAGGERED.8. VERIFY WITH MECHANICAL DRAWINGS FOR LOCATION OF DUCTS, PIPING, ETC.
THROUGH FLOOR AND ROOF CONSTRUCTION BEFORE SPACING JOISTS.9. ALL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED IN STRUCTURAL DRAWINGS
TO BE DESIGNED AND DETAILED BY A PROFESSIONAL ENGINEER HIRED BY THESTEEL FABRICATOR. THE COMPLETE CONNECTION DESIGN PACKAGE WITH ALLSUPPORTING CALCULATIONS SHALL BE STAMPED BY THE PROFESSIONALENGINEER AND FORWARDED TO HARRIMAN PRIOR TO OR WITH THESTRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW AND APPROVAL. SHOPDRAWINGS WILL NOT BE REVIEWED WITHOUT ALL SUPPORTING CONNECTIONCALCULATIONS PROVIDED.
STEEL DECK
1. ROOF DECK SHALL BE 1 1/2" - 22 GAUGE, TYPE B (PAINTED)FASTENING PATTERN:
DECK ATTACHMENT - 5/8" DIA. PUDDLE WELDS OR APPROVED MECHANICALFASTENERS.
PATTERN - 36/7SIDELAP - #10 TEK SCREWS AT 12" O.C. MAX.
2. COMPOSITE FLOOR DECK SHALL BE 1 1/2" - 20 GAUGE (GALV. G60)FASTENING PATTERN:
DECK ATTACHMENT - 5/8" PUDDLE WELDS OR APPROVED MECHANICALFASTENERS.
PATTERN - AT SUPPORTS, MAX. 12" O.C.SIDELAP - #10 TEK SCREWS AT 24" MAX.
MISCELLANEOUS
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONSBEFORE PROCEEDING WITH THE WORK.
2. CONTRACTOR SHALL REPORT ANY VARIATIONS FOUND AT THE SITE BEFOREPROCEEDING WITH THAT PART OF THE WORK.
DESIGN INFORMATION
DESIGN CODE = 2006 IBC AND ASCE 7-05
LIVE LOADS:CLASSROOMS = 40 PSFCORRIDORS (UPPER FLOORS) = 80 PSFLIBRARY (READING ROOMS) = 60 PSFLIBRARY (STACK AREAS) = 150 PSFMEETING ROOMS / LOUNGES = 100 PSFTOILET ROOMS = 60 PSFLOBBIES, STAIRS AND EXITS = 100 PSFMECHANICAL ROOMS = 200 PSFLIGHT STORAGE = 125 PSF
SNOW LOAD:Pg = 60 PSFCe = 1.0Ct = 1.0Is = 1.1Pf = 47 PSF
WIND LOAD:BASIC WIND SPEED (V) = 98 MPH (3 SEC GUST)Iw = 1.15 (CATEGORY II)EXPOSURE CATEGORY = CINT. PRESSURE COEF. (GCpi) = +/- 0.18COMPONENTS AND CLADDING:
*COMPONENT TRIBUTARY AREA = 65 SQ. FT. (WALL STUDS)WIND PRESSURE (FIELD WALLS) = -25 PSFWIND PRESSURE (CORNER WALLS) = -28 SPF
* PRESSURES SHALL BE ADJUSTED FOR COMPONENTS WITHTRIBUTARY AREAS DIFFERENT THAN ABOVE.
SEISMIC LOAD:SEISMIC USE GROUP = IIIe = 1.25 (CATEGORY III)SITE CLASS = DSs = 0.332; S1 = 0.078Sds = 0.340; Sd1 = 0.125SEISMIC DESIGN CATEGORY = CS.F.R. SYSTEM = ORDINARY CONCENTRIC BRACED FRAMESANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCER = 3.0BASE SHEAR (V) = 0.141W
STEEL BEAM
ALIGN EDGE OF BEARINGPLATE WITH EDGE OF WALL
NON-SHRINK GROUTSOLID MASONRY
OR CONCRETE
(2) 3/4" DIA. ANCHOR BOLTS
BEAR FULLDEPTH OF PLATE
BUILD SOLID AROUNDBEAM WITH BLOCK
NOTE:AT POCKETS IN MASONRY WALLS OR PIERSFILL SPACES SOLID AROUND BEAM WITHGROUT OR CONCRETE FILL.
ROOF OR FLOOROPENING
ROOF OR FLOORFRAMING
L4x4x5/16, TYP.(4 SIDES)
L5x5x5/16 CLIPSL4x4x5/16, TYP.(4 SIDES)
NOTES:
1. PROVIDE AT ALL OPENINGS LARGER THAN 12".2. FOR OPENINGS UP TO 6" - NO REINFORCING REQUIRED.3. FOR OPENINGS FROM 6" TO 12" - USE 24"x24" 16 GA. COVER PLATE
SCREWED TO DECK WITH #10 TEK SCREWS AT 8" O.C. (MAX.) ALL AROUND.4. ALL FRAME CONNECTIONS TO BE WELDED.5. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH M,E, AND P TRADES.
8" CMU
JOIST BRIDGING
L3 1/2x3 1/2x1/4 x 0'-8" LONG
4"
(2) 1/2" DIA. x 0'-6" LONGHILTI KWIK BOLT 3 ANCHORS,
OR EQUAL, INTO GROUTEDCMU CORES W/ 6" SPACING
STEEL JOIST
BRIDGING
STEEL DECK
ANGLE CROSSBRIDGING
HVAC DUCT BRIDGING
ANGLE CROSSBRIDGING
1/2" DIA. BOLT(TYP.)
NOTE: MAKE CROSS BRIDGING HORIZONTAL INLAST BRIDGING BAY BEFORE TERMINATING BRIDGING,SIMILAR TO THIS DETAIL
3/16 2
SHOP ORFIELD WELDMIN.
(2) L3x3x1/4ONE EACH SIDE
JOIST REINFORCING ISREQUIRED AT ALL LOCATIONS
WHERE MECHANICAL/ELECTRICALUNITS ETC. ARE HUNG FROM THE JOIST
CMU AS SHOWNON PLAN
HORIZONTAL WALLREINFORCING EVERYOTHER COURSE
GROUT SOLIDAT REINFORCING
CORES
VERTICAL REINFORCING(SEE TYP. DETAIL)
BAR POSITIONERS AT 4'-0" O.C. VERT.D/A 815 BY DUR-O-WALL FOR 12" CMU
D/A 811 FOR 8" CMU
NOTES:
1. LOCATE REINFORCING AT ALL WALL ENDS AND CORNERSAND AT EACH SIDE OF CONTROL JOINTS AND STEEL COLUMNS.
2. NO INSULATION IN GROUTED CELLS.3. DETAIL APPLIES AT ALL MASONRY WALLS.4. SEE ARCH'L DETAILS AND OTHER SHEETS FOR ADDITIONAL
REINFORCING AT PIERS AND MISC. WALLS.
(1) #5 ABOVE AND BELOWALL OPENINGS, EXTEND 2'-1"
BEYOND OPENING
LAP BARS 48 BAR DIA.IF REQUIRED
PROVIDE ADDITIONAL BONDBEAMS AT MID-HEIGHT OF WALLS
GREATER THAN 12'
PROVIDE SAME SIZE DOWELSINTO FOUNDATION 36 BAR DIA.
INTO CONCRETE
MASONRY OPENING
FOUNDATION WALL(EXTERIOR WALLS ONLY)
MASONRY WALL
STEEL LINTEL(SEE SCHEDULE)
(1) #5 AT ENDS OF WALL(TYP.)
(1) #5 FULL HEIGHT AT ALL JAMBSIN ADDITION TO WALL REINFORCING.SKIP ONE CELL ON EACH SIDE OFOPENING TO PROVIDE FULLLINTEL BEARING.
(2) #5 IN BOND BEAM AT TOP OF WALLLAP 48 BAR DIA. PROVIDE BENT BARSAT ALL CORNERS
SPACING SPACING SPACING
12" CMU WALLS: (1) #7 AT 24" O.C.8" CMU WALLS: (1) #6 AT 32" O.C.6" CMU WALLS: (1) #5 AT 48" O.C.
AT FREE END
SEE SCHEDULE
(1) VERT BAR AT ALL FREEENDS (MATCH WALL REINFORCINGPER SCHEDULE)
AT CORNER
SEE SCHEDULE
(3) VERT. BARS AT CORNERS(MATCH WALL REINFORCING
PER SCHEDULE)
NOTES:
1. PROVIDE LADUR TIE HORIZ. REINF. AT 16" O.C. U.N.O.2. ALL REINFORCED CELLS ARE TO BE FULLY GROUTED.3. LAP BARS AT SPLICES MIN. 48 BAR DIAMETERS.4. PROVIDE (2) #5 MIN. ABOVE AND BELOW ALL OPENINGS.
EXTEND 24" MIN. BEYOND EDGE OF OPENING EACH SIDE.
(1 1/2" ROOF DECK)
36" COVERAGE
36/7 PATTERN
36/5 PATTERN
36/4 PATTERN
36/3 PATTERN
EXTERIOR BRICK VENEER LINTEL SCHEDULE
SIZEMASONRY OPENING BEARING
LESS THAN 11'-0" L6x6x3/8 8" MIN.
11'-0" TO 12'-8" BENT PLATE 8x6x3/8 8" MIN.
NOTES:
1. LINTEL FOR EXTERIOR MASONRY SHALL BE HOT-DIPPEDGALVANIZED.
2. LINTEL IS SIZED FOR 4" WIDTH OF MASONRY.
CONCRETE MASONRY LINTEL SCHEDULE
SIZEMASONRY OPENING BEARING
4'-10" OR LESS L4x3 1/2x5/16 (LLV) 8" MIN. ON SGMU
4'-10" TO 7'-0" L5x3 1/2x5/16 (LLV) 8" MIN. ON SGMU
7'-0" TO 9'-0" L6x3 1/2x3/8 (LLV) 8" MIN. ON SGMU
NOTES:
1. ONE ANGLE REQUIRED FOR EVERY 4" OF MASONRY.2. MULTIPLE ANGLES SHALL BE WELDED BACK TO BACK.3. "SGMU" INDICATES SOLID GROUTED MASONRY UNIT.
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic Scale
0 4" 8" 1'
1 1/2" = 1'-0"
0 6" 1' 2'
3/4" = 1'-0"
0 2' 4' 6'
1/4" = 1'-0"
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Description
Proj North
Date
Plo
t Dat
e:5/
9/20
17 1
1:03
:20
AM
DOVER, NH
15618
S60.1
JCF
ZPP
FRAMING NOTES ANDDETAILS
05-09-17
PROGRESS REVIEW
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
SCALE: 3/4" = 1'-0"A7 GENERAL FRAMING NOTES
SCALE: 3/4" = 1'-0"B4 TYP. BEAM BEARING DETAIL
SCALE: 3/4" = 1'-0"A3 TYP. FRAME AT ROOF OR FLOOR OPENING
SCALE: 1 1/2" = 1'-0"B3 TYP. JOIST BRIDGING ANCHORAGE TO CMU WALL
SCALE: 3/4" = 1'-0"B5 TYP. JOIST BRIDGING AT HVAC DUCT
SCALE: 3/4" = 1'-0"B2 TYP. JOIST REINFORCING
SCALE: 3/4" = 1'-0"A1 TYP. MASONRY REINFORCING PLAN
SCALE: 1/4" = 1'-0"A2 TYP. MASONRY WALL REINFORCING
SCALE: 3/4" = 1'-0"A6 S60 - TYP. PLAN DETAILS AT CMU WALLS
SCALE: 3/4" = 1'-0"B1 TYP. ROOF DECK FASTENER LAYOUT
SCALE: 3/4" = 1'-0"A5 TYP. STEEL LINTEL SCHEDULE
REF.
DN
VV
V V
VV
V
V
V
V
VV
V
V
V
V V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
106311 SF
CONFERENCE
111122 SF
STORAGE
102286 SF
RECEPTION
107178 SF
WRKRM
105181 SF
CORRIDOR
113184 SF
MULTIUSE
1011646 SF
ENTRYLOBBY
100280 SF
SECUREENTRY
104184 SF
PRINCIPAL
10946 SF
TOILET108
42 SF
CUST
114152 SF
DEAN115
144 SF
GUID.
13494 SF
EXAM
135121 SF
TOILET/SHWR
174858 SF
CLASSROOM(12)
128911 SF
CLASSROOM(31)
116901 SF
CLASSROOM(32)
127901 SF
CLASSROOM(33)
117901 SF
KINDERGARTEN(34)
126899 SF
KINDERGARTEN(35)
118899 SF
KINDERGARTEN(36)
125899 SF
KINDERGARTEN(37)
1191018 SF
KINDERGARTEN
1201018 SF
KINDERGARTEN
122235 SF
VESTIBULE124
722 SF
30CORRIDOR
137128 SF
STORAGE
140301 SF
WOMEN'S
171A172 SF
ELEC
129161 SF
BOYS
17162 SF
CUST
173162 SF
BOYS
171B197 SF
ELEC
184182 SF
GIRLS
172106 SF
MEN'S
123148 SF
CORRIDOR
101A31 SF
DISPLAY
170926 SF
MAINCORRIDOR
196A61 SF
ROOM
103255 SF
ADMIN/WAITING
11046 SF
TOILET
130161 SF
GIRLS
119A20 SF
TOIL
120A20 SF
TOIL 12149 SF
TOIL 1121143 SF
CORRIDOR
1664068 SF
CAFETERIA
132139 SF
OFFICE
133A84 SF
ISO
131167 SF
CORR
165445 SF
KITCHEN
16270 SF
STOR
16427 SF
VEST163
22 SF
TOIL
18837 SF
DATA
103B11 SF
CL103A72 SF
105A49 SF
KIT
133B78 SF
STORAGE
133197 SF
WAITING
10"x10"
10"x10" 16"x12"
16"x10"
10"x10"
10"x10"
16"x12"
10"x10"
10"x10"
10"x10"
DAC-18ADAC-18BDAC-19ADAC-19BDAC-20ADAC-20BDAC-21ADAC-21B
DAC-22ADAC-22BDAC-23ADAC-23BDAC-24ADAC-24B
CUH-01
10"x8"10"x10"
6"x6"10"x8"
6"x6"
8"x6"
6"x6"
6"x6"8"x8" M01 EF-05
10"x10"M01EF-04
10"x10"M01EF-03
M01 EF-02
6"x6"M01EF-06
S1100
S175
S375
S2200S2
250
S2250
S2250
S2300
S1150
S1150
S1150
S2250
26"x10"20"x10"
18"x
10"
12"x8"
14"x8" 12"x8"14"x8"
8"ø
6"ø
8"ø6"ø
8"ø
8"ø
8"ø
12"ø
8"ø
10"ø
8"ø
8"ø
8"ø
12"x8"
R5470
12"x8"
6"ø
6"ø
E1100
R5400 R8
1100
R3270
10"x8"
18"x12"
12"x8" 28"x10"
10"x8"
T40
2
T40
2
10"x10"
10"x
10"
VAV-01
VAV-03
VAV-02
VAV-04
VAV-05
VAV-06
26"x12"
36"x12"
36"x16"
28"x10"
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Description
Proj North
Date
Plo
t Dat
e:5/
9/20
17 9
:29:
12 A
M
DOVER, NH
15618
M10.1
JSC
BPH/JSC
DUCTWORK - AREA A
05-09-17
SCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
DN
REF.
DN
DN
V
V
V
V
V
1011646 SF
ENTRYLOBBY
10842 SF
CUST
13494 SF
EXAM
135121 SF
TOILET/SHWR
1522031 SF
LIBRARY(43)
1501059 SF
MUSIC(46)
151893 SF
BAND/
CHORUS(47)
148923 SF
ART(45)
147921 SF
STEM(44)
1367776 SF
GYM
146617 SF
ARTWING
CORRIDOR
153141 SF
OFFICE
152A156 SF
STORAGE
138224 SF
STORAGE
137128 SF
STORAGE
139239 SF
P.E.OFFICE
140301 SF
WOMEN'S
141198 SF
MEN'S
143198 SF
STAFFWOMENS
14458 SF
CUST.
155215 SF
STORAGE
157277 SF
BOILER
159100 SF
CUST160
113 SF
STORAGE
15471 SF
DATA
158A44 SF
STORAGE
101A31 SF
DISPLAY
168261 SF
STORAGE
142689 SF
CORRIDOR
130161 SF
GIRLS
1121143 SF
CORRIDOR
145434 SF
CORRIDOR
158266 SF
BOILER
156456 SF
CORRIDOR
167599 SF
STAGE166
4068 SF
CAFETERIA
132139 SF
OFFICE
133A84 SF
ISO
131167 SF
CORR
165445 SF
KITCHEN
16270 SF
STOR
16427 SF
VEST163
22 SF
TOIL
149266 SF
CORRIDOR
103A72 SF
133B78 SF
STORAGE
133197 SF
WAITING
6"x6"M01EF-06
S1100
S175
S375
S2200
26"x10"
14"x8" 12"x8"14"x8"
8"ø
6"ø
8"ø6"ø
R5470
12"x8"
6"ø
6"ø
E1100
28"x10"
VAV-06
26"x12"
36"x12"
36"x16"
28"x10"
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Description
Proj North
Date
Plo
t Dat
e:5/
9/20
17 9
:29:
26 A
M
DOVER, NH
15618
M10.2
JSC
BPH/JSC
DUCTWORK - AREA B
05-09-17
SCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
V
V
V
VV
V
V
VV
V
V
V
V
V
VV
V
V V
V
V
V
V
V
V
V
V
106311 SF
CONFERENCE
111122 SF
STORAGE
107178 SF
WRKRM
105181 SF
CORRIDOR
113184 SF
MULTIUSE
104184 SF
PRINCIPAL
10946 SF
TOILET108
42 SF
CUST
114152 SF
DEAN115
144 SF
GUID.
1522031 SF
LIBRARY(43)
174858 SF
CLASSROOM(12)
202866 SF
CLASSROOM(22)
203866 SF
CLASSROOM(24)
204866 SF
CLASSROOM(26)
205862 SF
CLASSROOM(28)
209812 SF
CLASSROOM(29)
210866 SF
CLASSROOM(27)
211866 SF
CLASSROOM(25)
212866 SF
CLASSROOM(23)
182858 SF
ESL/
SPEECH(13)
183858 SF
CLASSROOM(11)
176841 SF
CLASSROOM(16)
181841 SF
CLASSROOM(15)
128911 SF
CLASSROOM(31)
116901 SF
CLASSROOM(32)
127901 SF
CLASSROOM(33)
177837 SF
CLASSROOM(18)
175858 SF
CLASSROOM(14)
180838 SF
CLASSROOM(17)
207874 SF
20CORRIDOR
179818 SF
10CORRIDOR
124722 SF
30CORRIDOR
193340 SF
CORRIDOR
146617 SF
ARTWING
CORRIDOR
153141 SF
OFFICE
152A156 SF
STORAGE
140301 SF
WOMEN'S 143198 SF
STAFFWOMENS
14458 SF
CUST.
155215 SF
STORAGE
157277 SF
BOILER
159100 SF
CUST
16156 SF
ELEC
160113 SF
STORAGE
15471 SF
DATA
158A44 SF
STORAGE
199851 SF
BEHAVIOR(21)
171A172 SF
ELEC
129161 SF
BOYS
17162 SF
CUST
173162 SF
BOYS
171B197 SF
ELEC
184182 SF
GIRLS
172106 SF
MEN'S
19443 SF
STOR
170926 SF
MAINCORRIDOR
168261 SF
STORAGE
169258 SF
BOOKROOM
19867 SF
WOMENS
187393 SF
TEACHERS
200225 SF
BOYS
201229 SF
GIRLS
192118 SF
VESTIBULE
191403 SF
ROOOM
190239 SF
ROOM
196A61 SF
ROOM
195348 SF
ROOM
196170 SF
ROOM
197B77 SF
TOILET
189178 SF
ROOM
197A27 SF
STOR
142689 SF
CORRIDOR
11046 SF
TOILET
130161 SF
GIRLS
1121143 SF
CORRIDOR
145434 SF
CORRIDOR
158266 SF
BOILER
156456 SF
CORRIDOR
167599 SF
STAGE166
4068 SF
CAFETERIA
20844 SF
SPRINK
131167 SF
CORR
165445 SF
KITCHEN
16270 SF
STOR
16427 SF
VEST163
22 SF
TOIL
178213 SF
VEST
206199 SF
VEST
18837 SF
DATA
197130 SF
ROOM
181A14 SF
TOIL
176A15 SF
TOIL
180A14 SF
TOIL
177A14 SF
TOIL
191A7 SF
CL
103B11 SF
CL103A72 SF
105A49 SF
KIT
16"x
12"
28"x12"
12"x10"
18"x
12"
14"x
12"
10"x
10"
12"x
10"
16"x
12"
16"x
12"
10"x
10"
16"x
12"28"x12"
10"x
10"
10"x
10"
14"x
12"
28"x12"
26"x12"
18"x12"
18"x12"
10"x10"
18"x10"
16"x10"
20"x12"
14"x12"
28"x12"
26"x12"
18"x12"
12"x8"
12"x10"
22"x10"
10"x10"
10"x10"
10"x10"
18"x12"
14"x12"
12"x8"
12"x8"
6"x6"
12"x10"
12"x10"
R3475
5
S3500
5
R3475
4
S3500
4
S3400
1
R3475
1
S1100
1
DAC-01B
DAC-01A
DAC-02B
DAC-02A
DAC-03B
DAC-03A
DAC-04B
DAC-04A
DAC-05B
DAC-05A
DAC-06A
DAC-06B
DAC-07A
DAC-07B
DAC-08A
DAC-08B
DAC-09A
DAC-09B
6"x6"
10"x10"
10"x10"
10"x10"
10"x10"10"x10"
6"x6"
16"x12"
10"x10"
10"x10"
DAC-10A
DAC-10B
DAC-11A
DAC-11B
DAC-12A
DAC-12B
DAC-13A
DAC-13B
DAC-14A
DAC-14B
DAC-15A
DAC-15B
DAC-16A
DAC-16B
DAC-17A
DAC-17B
DAC-18ADAC-18BDAC-19ADAC-19B
DAC-22ADAC-22B
10"x8"
10"x8"
6"x6"
10"x8"10"x10"
6"x6"10"x8"
6"x6"
8"x6"
6"x6"
6"x6"8"x8" M01 EF-05
10"x10"M01EF-04
10"x10"M01EF-03
8"x10" M01 EF-02
10"x10"M01EF-01
10"x10"
S2250
S2300
S1150
S1150
S1150
S2250
26"x10"20"x10"
18"x
10"
12"x8"
8"ø
8"ø
12"ø
8"ø
10"ø
8"ø
12"x8"
R5400 R8
1100
R3270
10"x8"
18"x12"
12"x8" 28"x10"
10"x8"
T40
2
T40
2
10"x10"
10"x
10"
VAV-03
VAV-04
VAV-05
26"x12" 28"x10"
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Description
Proj North
Date
Plo
t Dat
e:5/
9/20
17 9
:29:
43 A
M
DOVER, NH
15618
M10.3
JSC
BPH/JSC
DUCTWORK - AREA C
05-09-17
SCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
REF.
DN
2 1/2"
3/4"
1"
3/4"3/4"
3/4"3/4"
3/4"3/4"
3/4" 3/4"3/4"
3/4"
3/4"
3/4"3/4"
3/4"
2"
VAV-06VAV-01
VAV-02
VAV-04
VAV-03
VAV-05
A 25' - 0" FL1.0 GPM A 25' - 0" FL
1.0 GPM A 7' - 0" FL0.5 GPM A 3' - 0" FL
0.5 GPM
A 7' - 0" FL0.5 GPM
A 7' - 0" FL0.5 GPM
A 25' - 0" FL1.0 GPM
A 25' - 0" FL1.0 GPM A 25' - 0" FL
1.0 GPM A 25' - 0" FL1.0 GPM A 25' - 0" FL
1.0 GPM
DAC-21B DAC-21A DAC-20B DAC-20A DAC-19B DAC-19A DAC-18B DAC-18A
DAC-22B DAC-22ADAC-23ADAC-23BDAC-24ADAC-24B
CONFERENCE106
STORAGE111
RECEPTION102
WRKRM107
CORRIDOR105
MULTI USE113
ENTRY LOBBY101
SECURE ENTRY100
PRINCIPAL104
TOILET109
CUST108
DEAN114
GUID.115
EXAM134
TOILET/ SHWR135
CLASSROOM (12)174
CLASSROOM (31)128
CLASSROOM (32)116
CLASSROOM (33)127
KINDERGARTEN (34)117
KINDERGARTEN (35)126
KINDERGARTEN (36)118
KINDERGARTEN (37)125
KINDERGARTEN119
KINDERGARTEN120
VESTIBULE122
30 CORRIDOR124
STORAGE137
WOMEN'S140
ELEC171A
BOYS129
CUST171
BOYS173
ELEC171B
MEN'S172
CORRIDOR123
DISPLAY101A
MAIN CORRIDOR170
ROOM196A
ADMIN/ WAITING103
TOILET110
GIRLS130
TOIL119A
TOIL120A
TOIL121
CORRIDOR112
CAFETERIA166
OFFICE132
ISO133A
CORR131
KITCHEN165STOR
162
VEST164
TOIL163
DATA188
CL103B
MAIL103A
KIT105A
STORAGE133B
WAITING133
3/4"
3/4"
3/4"3/4"
2"
2"1"
1 1/2" 1 1/2"
2"
1"
1"
CUH-01
2 1/2" 3"
1 1/4"
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Description
Proj North
Date
Plo
t Dat
e:5/
9/20
17 9
:29:
57 A
M
DOVER, NH
15618
M20.1
JSC
JSC
PIPING - AREA A
05-09-17
SCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
DN
REF.
DN
DN
2 1/2"
3/4"
1"
2"
VAV-06
2 1/2"
BOILER-1
ENTRY LOBBY101
CUST108
EXAM134
TOILET/ SHWR135
LIBRARY (43)152
MUSIC (46)150
BAND / CHORUS (47)151
ART (45)148STEM (44)
147
GYM136
ART WING CORRIDOR146
OFFICE153
STORAGE152A
STORAGE138
STORAGE137
P.E. OFFICE139
WOMEN'S140
MEN'S141
STAFF WOMENS143
CUST.144
STORAGE155
BOILER157
CUST159
STORAGE160
DATA154
STORAGE158A
DISPLAY101A
STORAGE168
CORRIDOR142
GIRLS130
CORRIDOR112
CORRIDOR145
BOILER158
CORRIDOR156
STAGE167
CAFETERIA166
OFFICE132
ISO133A
CORR131
KITCHEN165STOR
162
VEST164
TOIL163
CORRIDOR149
MAIL103A
STORAGE133B
WAITING133
2"
2"1"
4"
4"
5"
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Description
Proj North
Date
Plo
t Dat
e:5/
9/20
17 9
:30:
10 A
M
DOVER, NH
15618
M20.2
JSC
JSC
PIPING - AREA B
05-09-17
SCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
2 1/2"
1"
3/4"3/4"
3/4"3/4"
3/4"
3/4"
3/4"
3/4"3/4"
3/4"
2"
VAV-04
VAV-03
VAV-05
A 25' - 0" FL1.0 GPM A 7' - 0" FL
0.5 GPM A 3' - 0" FL0.5 GPM
A 25' - 0" FL1.0 GPM A 25' - 0" FL
1.0 GPM
B 16' - 0" FL1.9 GPM
B 16' - 0" FL1.9 GPM
B 16' - 0" FL1.9 GPM
B 20' - 0" FL2.3 GPM
B 20' - 0" FL2.3 GPM
B 16' - 0" FL1.9 GPM
B 16' - 0" FL1.9 GPM
B 20' - 0" FL2.3 GPM
B 16' - 0" FL1.9 GPM
B 16' - 0" FL1.9 GPM
B 16' - 0" FL1.9 GPM
B 20' - 0" FL2.3 GPM
B 20' - 0" FL2.3 GPM
B 16' - 0" FL1.9 GPM
B 16' - 0" FL1.9 GPM
B 16' - 0" FL1.9 GPM
B 16' - 0" FL1.9 GPM
2 1/2"
BOILER-1
DAC-19B DAC-19A DAC-18B DAC-18A
DAC-22B DAC-22A
DAC-17B
DAC-17A
DAC-16B
DAC-16A
DAC-15B
DAC-15A
DAC-14B
DAC-14A
DAC-10A
DAC-10B
DAC-11A
DAC-11B
DAC-12A
DAC-12B
DAC-13A
DAC-13B
DAC-06A
DAC-06B
DAC-07A
DAC-07B
DAC-08A
DAC-08B
DAC-09A
DAC-09B
DAC-05A
DAC-05B
DAC-04A
DAC-04B
DAC-03A
DAC-03B
DAC-02A
DAC-02B
DAC-01A
DAC-01B
CONFERENCE106
STORAGE111
WRKRM107
CORRIDOR105
MULTI USE113
PRINCIPAL104
TOILET109
CUST108
DEAN114
GUID.115
LIBRARY (43)152
CLASSROOM (12)174
CLASSROOM (22)202
CLASSROOM (24)203
CLASSROOM (26)204
CLASSROOM (28)205
CLASSROOM (29)209
CLASSROOM (27)210
CLASSROOM (25)211
CLASSROOM (23)212
ESL / SPEECH (13)182
CLASSROOM (11)183
CLASSROOM (16)176
CLASSROOM (15)181
CLASSROOM (31)128
CLASSROOM (32)116
CLASSROOM (33)127
CLASSROOM (18)177
CLASSROOM (14)175
CLASSROOM (17)180
20 CORRIDOR207
10 CORRIDOR179
30 CORRIDOR124
CORRIDOR193
ART WING CORRIDOR146
OFFICE153
STORAGE152A
CUST.144
STORAGE155
BOILER157
CUST159
ELEC161
STORAGE160
DATA154
STORAGE158A
BEHAVIOR (21)199
ELEC171A
BOYS129
CUST171
BOYS173
ELEC171B
GIRLS184
MEN'S172
STOR194
MAIN CORRIDOR170
STORAGE168
BOOK ROOM169
WOMENS198
TEACHERS187
BOYS200
GIRLS201
VESTIBULE192
ROOOM191
ROOM190
ROOM196A
ROOM195
ROOM196
TOILET197BROOM
189
STOR197A
CORRIDOR142
TOILET110
GIRLS130
CORRIDOR112
CORRIDOR145
BOILER158
CORRIDOR156
STAGE167
CAFETERIA166
SPRINK208
KITCHEN165STOR
162
VEST164
TOIL163
VEST178
VEST206
DATA188
ROOM197
TOIL181A
TOIL176A
TOIL180A
TOIL177A
CL191A
CL103B
MAIL103A
KIT105A
3/4"
3/4"3/4"
1 1/2"
2"
1"
1"
3/4"
3/4" 1 1/2"
2"
2 1/2"
2"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1"
1"
1 1/2"
2"
3/4"
3/4"
1"
1"3/4"
3/4"
3/4"
3/4"
3/4"
3/4" 2 1/2"
2 1/2" 3"
1 1/4" 2 1/2"
4"
3/4"
4"
4"
5"
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Description
Proj North
Date
Plo
t Dat
e:5/
9/20
17 9
:30:
23 A
M
DOVER, NH
15618
M20.3
JSC
JSC
PIPING - AREA C
05-09-17
SCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
HRU-1
HRU-2
CU-1
HRU-3
HRU-4
HRU-5
HRU-6
CU-3
CU-2
EF-05
EF-04
EF-03
EF-02
EF-01
HEF-01 HEF-02
EF-06
RTU-2
RTU-1
CU-1B
CU-1A
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Description
Proj North
Date
Plo
t Dat
e:5/
9/20
17 9
:30:
34 A
M
DOVER, NH
15618
M25.1
CG
-
ROOF PLAN -MECHANICAL
05-09-17
SCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
MIX
ING
BO
X O
UTS
IDE
AIR
IN
TAKE
WIT
H
HO
OD
TH
IS S
IDE
ME
RV
8 P
RE-
FILT
ER A
ND
MER
V 13
FIN
AL F
ILTE
R
SU
PP
LY F
AN
INTE
GR
AL F
ACE
AN
D B
YPA
SS H
OT
WAT
ER C
OIL
W
ITH
PIP
ING
C
ABI
NET
AC
CE
SS
DIS
CH
ARG
E P
LEN
UM
RETURN AIR SUPPLY AIR
EC
ON
OM
IZE
REX
HAU
ST A
IR
DIS
CH
ARG
E W
ITH
H
OO
D O
PPO
SIT
E
SID
E
RE
TUR
N F
AN
DX
CO
OLI
NG
C
OIL
W/ A
CC
ESS
RET
UR
N
PLE
NU
M
4' -
4 3/
8"
1' -
2 3/
8"3'
- 2"
24' - 4"
MIX
ING
BO
X
ME
RV
8 P
RE
-FI
LTE
R A
ND
ME
RV
13
FIN
AL
FILT
ER
SU
PP
LY F
AN
INTE
GR
AL
FAC
E AN
D B
YPA
SS H
OT
WA
TER
CO
IL W
ITH
P
IPIN
G C
ABIN
ET
ACC
ESS
DIS
CH
ARG
E P
LEN
UM
OUTSIDE AIR
RETURN AIR SUPPLY AIR
1' -
2 3/
8"3'
- 2"
4' -
4 3/
8"
12' - 10"
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Description
Proj North
Date
Plo
t Dat
e:5/
9/20
17 9
:30:
43 A
M
DOVER, NH
15618
M40.1
JSC
JSC
SCHEDULES
05-09-17
SCHEMATIC DESIGN
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
DUCTLESS AIR CONDITIONERTAG SERVICE
COOLINGCAPACITY (BTU)
VRF-01CU-1 OUTDOOR UNIT 312,000
DAC-01A 199 BEHAVIOR 21 18,000DAC-01B 199 BEHAVIOR 21 18,000DAC-02A 212 CLASSROOM 23 18,000DAC-02B 212 CLASSROOM 23 18,000DAC-03A 211 CLASSROOM 25 18,000DAC-03B 211 CLASSROOM 25 18,000DAC-04A 210 CLASSROOM 27 18,000DAC-04B 210 CLASSROOM 27 18,000DAC-05A 209 CLASSROOM 29 18,000DAC-05B 209 CLASSROOM 29 18,000DAC-06A 202 CLASSROOM 22 18,000DAC-06B 202 CLASSROOM 22 18,000DAC-07A 203 CLASSROOM 24 18,000DAC-07B 203 CLASSROOM 24 18,000DAC-08A 204 CLASSROOM 26 18,000DAC-08B 204 CLASSROOM 26 18,000DAC-09A 205 CLASSROOM 28 18,000DAC-09B 205 CLASSROOM 28 18,000
VRF-02CU-2 OUTDOOR UNIT 240,000
DAC-10A 180 CLASSROOM 17 18,000DAC-10B 180 CLASSROOM 17 18,000DAC-11A 181 CLASSROOM 15 18,000DAC-11B 181 CLASSROOM 15 18,000DAC-12A 182 ESL/SPEECH 13 18,000DAC-12B 182 ESL/SPEECH 13 18,000DAC-13A 183 CLASSROOM 11 18,000DAC-13B 183 CLASSROOM 11 18,000DAC-14A 177 CLASSROOM 18 18,000DAC-14B 177 CLASSROOM 18 18,000DAC-15A 176 CLASSROOM 16 18,000DAC-15B 176 CLASSROOM 16 18,000DAC-16A 175 CLASSROOM 14 18,000DAC-16B 175 CLASSROOM 14 18,000DAC-17A 174 CLASSROOM 12 18,000DAC-17B 174 CLASSROOM 12 18,000
VRF-03CU-3 OUTDOOR UNIT 216,000
DAC-18A 128 CLASSROOM 31 18,000DAC-18B 128 CLASSROOM 31 18,000DAC-19A 127 CLASSROOM 33 18,000DAC-19B 127 CLASSROOM 33 18,000DAC-20A 126 KINDERGARTEN 35 18,000DAC-20B 126 KINDERGARTEN 35 18,000DAC-21A 125 KINDERGARTEN 37 18,000DAC-21B 125 KINDERGARTEN 37 18,000DAC-22A 116 CLASSROOM 32 18,000DAC-22B 116 CLASSROOM 32 18,000DAC-23A 117 KINDERGARTEN 34 18,000DAC-23B 117 KINDERGARTEN 34 18,000DAC-24A 118 KINDERGARTEN 36 18,000DAC-24B 118 KINDERGARTEN 36 18,000
FANTAG MANUFACTURER MODEL SERVICE
AIR FLOW(CFM)
ESP(INWG)
ELECTRICHP VOLTS PHASE
EF-01 GREENHECK G-095-VG 198 WOMENS / 200 BOYS / 201 GIRLS 850 0.30 0.17 115 V 1EF-02 GREENHECK G-070-VG 184 GIRLS 300 0.25 0.10 115 V 1EF-03 GREENHECK G-080-VG 171 CUSTODIAN / 173 BOYS 400 0.25 0.10 115 V 1EF-04 GREENHECK G-090-VG 129 BOYS / 130 GIRLS / 172 MENS 700 0.30 0.10 115 V 1EF-05 GREENHECK G-070-VG 108 CUSTODIAN / 109 TOILET / 110 TOILET 300 0.25 0.10 115 V 1EF-06 GREENHECK G-060-VG 135 TOILET SHOWER 100 0.25 0.10 115 V 1
HEF-01 GREENHECK CUE-141-VG KITCHEN HOOD 1800 1.25 0.75 115 V 1HEF-02 GREENHECK CUE-141-VG DISHWASHER HOOD 1800 1.25 0.75 115 V 1
VAV W/ HW REHEAT
TAG MANUFACTURER MODEL SERVICEINLETSIZE
COOLINGAIRFLOW
MAXIMUM (CFM)
COOLINGAIRFLOW
MINIMUM (CFM)
HEATINGAIRFLOW
(CFM)EAT
(DEG F)LAT
(DEG F)APD
(FT-HD)CAPACITY
(BTU)EWT
(DEG F)LWT
(DEG F)
WATERFLOW(GPM)
WPD(FT-HD) ROWS
DISCHARGENC
RADIATEDNC NOTES
VAV-01 TRANE VCWF 102 RECEPTION / 103 ADMIN 8" 500 150 250 60 °F 85 °F 0.12 in-wg 6780.0 Btu/h 130 °F 120 °F 1.3 3.8 1 24 23VAV-02 TRANE VCWF 104 PRINCIPAL 8" 250 105 125 60 °F 91 °F 0.04 in-wg 4160.0 Btu/h 130 °F 113 °F 0.5 0.7 1 21 21VAV-03 TRANE VCWF 107 WORKROOM 8" 450 135 225 60 °F 85 °F 0.00 in-wg 6100.0 Btu/h 130 °F 110 °F 0.6 0.0 2 22 22VAV-04 TRANE VCWF 106 CONFERENCE 8" 300 100 150 60 °F 88 °F 0.05 in-wg 4480.0 Btu/h 130 °F 112 °F 0.5 0.7 1 21 21VAV-05 TRANE VCWF 114 DEAN / 115 GUIDANCE 8" 450 135 225 60 °F 85 °F 0.00 in-wg 6100.0 Btu/h 130 °F 110 °F 0.6 0.0 2 22 22VAV-06 TRANE VCWF NURSE'S AREA 8" 500 150 250 60 °F 85 °F 0.12 in-wg 6780.0 Btu/h 130 °F 120 °F 1.3 3.8 1 24 23
CABINET UNIT HEATER
TAG MANUFACTURER MODEL SERVICEAIRFLOW
(CFM)
WATERFLOW(GPM) ROWS
ELECTRIC
HP VOLTS PHASECUH-01 TRANE FFCB08 100 SECURE ENTRY 1000 6.3 2 .4 120 1
BOILERTAG MANUFACTURER MODEL FUEL TYPE
INPUT(MBH)
OUTPUT(MBH) NOTES
BOILER-1 BUDERUS G615-12 NATURAL GAS 3392 2822 POWER FLAME BURNER
RTU
TAG MANUFACTURERAREA
SERVED
MINIMUMOUTDOOR
AIRFLOW (CFM)
SUPPLY FAN RETURN FANAIRFLOW
(CFM)ESP
(IN-WG) HPAIRFLOW
(CFM) HPRTU-1 TRANE ADMIN 500 2500 2.00 in-wg 5.0 2250 1.5RTU-2 TRANE LOBBY 200 2000 1.50 in-wg 3.0 0
CONDENSING UNIT SCHEDULETAG MANUFACTURER MODEL SERVICE WEIGHT (LBS)CU-1A TRANE 4TTA3060 RTU-1 226CU-1B TRANE 4TTA3060 RTU-1 226
NO SCALE1 RTU-1
NO SCALE2 RTU-2
FINTUBE RADIATION
TAG MANUFACTURER MODELCAPACITY(MBH/FT)
PIPE SIZE(IN.)
FINDIMENSIONS
WxH (IN) FPF ROWS
ENCLOSUREDIMENSIONS
W x H (IN.)MOUNTINGHEIGHT AFF NOTES
A STERLING JVB-FT 1800 3/4" 4-1/4" x 3-5/8" 50 2 5-5/16"x 24" 4"B STERLING JVB-FT 2000 3/4" 4-1/4" x 3-5/8" 50 3 5-5/16"x 24" 4"
HEAT RECOVERY UNITTAG MFR MODEL
AIR FLOW(CFM) HP
AIR FLOW(CFM) HP
ELECTRICAL WEIGHT(LBS) NOTESVOLTS PHASE MCA
HRU-1 RENEWAIRE RD4XT 2500 5 2250 5 208 V 3 41.8 2600 PROVIDE INTEGRAL HOT WATER COIL. LAT = 75 DEG FHRU-2 RENEWAIRE RD4XT 2500 5 2250 5 208 V 3 41.8 2600 PROVIDE INTEGRAL HOT WATER COIL. LAT = 75 DEG FHRU-3 RENEWAIRE RD4XT 2500 5 2250 5 208 V 3 41.8 2600 PROVIDE INTEGRAL HOT WATER COIL. LAT = 75 DEG FHRU-4 RENEWAIRE RD4XT 2000 5 1800 5 208 V 3 41.8 2600 PROVIDE INTEGRAL HOT WATER COIL. LAT = 75 DEG FHRU-5 RENEWAIRE RD4XT 2000 5 1800 5 208 V 3 41.8 2600 PROVIDE INTEGRAL HOT WATER COIL. LAT = 75 DEG FHRU-6 RENEWAIRE RD4XT 2000 5 1800 5 208 V 3 41.8 2600 PROVIDE INTEGRAL HOT WATER COIL. LAT = 75 DEG F