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Home > Documents > (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4"...

(a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4"...

Date post: 18-Feb-2019
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#1 #2 #6 #3 #4 #5 #7 (a) (b) (c) #8 #9 #10 #11 a b c d e #12 #13 #14 a b #15 a b #16 #17 #18 a b c d e f g h #19 #20 #21 #22 a b c d #23 #24 #25 #26 #27 a b c McKenna Road Shaws Lane Garrison Road C00.1 SITE OVERVIEW PLAN REVISION DATE Issues and Revisions Harriman Project No. Drawing Scales PA / PE: Drawn By: Harriman Associates c 2017 Description Date DOVER, NEW HAMPSHIRE 15618 GARRISON ELEMENTARY SCHOOL Key Plan PLS JDK AUBURN PORTLAND BOSTON PORTSMOUTH PRELIMINARY NOT FOR CONSTRUCTION 05-09-17 PROGRESS N N
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Page 1: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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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

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FUTURE PARENT DROP-OFF
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PROPOSED PLAY AREA
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PROPOSED BUILDING ADDITION
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PROPOSED PARENT DROP-OFF FUTURE BUS DROP-OFF
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PROPOSED PARKING
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D
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D
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D
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D
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GV
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B
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B
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B
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B
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bituminous lot
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school
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chain link fence
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chain link fence
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chain link fence
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shed
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granite curb
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granite curb
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ffe: 91.59'
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ffe: 91.61'
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ffe:91.60'
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ffe: 91.56'
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ffe: 91.60'
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ffe: 91.65'
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ffe:90.31'
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ffe: 90.25'
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ffe: 90.30'
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ffe:90.28'
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ffe:90.10'
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ffe:87.05'
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ffe:91.61'
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ffe:91.56'
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ffe: 91.60'
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ffe: 91.64'
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ffe:91.60'
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playground
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bituminous tennis courts
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bituminous drive
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1" iron pipe
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5/8" capped iron rod (Davis Engineering)
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1" iron pipe
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wood pad
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gate
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shed
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bituminous walk
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1" iron pipe
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concrete retaining wall
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granite curb
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1" iron pipe
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#24
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#24 w/ electric down
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#8
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NETT #2 NHPS #25
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bituminous walk
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(d)
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(e)
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(e)inv.:90.41' 18" rcp
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10"pvc
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10" pvc
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18" rcp
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18" rcp
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10" pvc
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10"pvc
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12" pvc
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12" pvc
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12" ppv
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10" pvc
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20" cpp
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18" cpp
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18"cpp
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24" cpp
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24" cpp
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garden
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4"
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4"
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4"
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14"
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6"
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4" birch
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6" birch
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8"
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6"
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18"
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20"
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12"
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12"
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18"
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8"
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4"
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13"
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12" maple
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6" triple birch
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4" triple birch
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9" quad birch
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sand box
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gate
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36" white pine
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12"
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gate
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bit. curb
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granite curb
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bituminous curb
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gravel drive
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electric meter
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transformer pad
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bushes
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bushes
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bushes
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bushes
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bushes
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28"
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30"
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cable riser cable box
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chain link fence
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chain link fence
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chain link fence
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gate
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D
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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vertical pvc pipes
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rip rap
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91.29
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91.47
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91.54
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91.07
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91.04
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91.29
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91.53
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91.20
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91.36
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90.89
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91.75
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91.75
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91.72
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91.68
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91.16
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91.51
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91.54
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90.83
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91.57
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86.72
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86.61
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89.07
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89.94
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89.88
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89.65
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86.44
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86.38
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88.32
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89.64
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90.93
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91.01
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90.41
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91.60
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91.79
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91.34
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90.52
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97.37
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96.57
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96.08
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96.11
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96.45
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97.68
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98.52
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100.60
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101.42
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101.61
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102.39
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100.41
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95.49
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96.90
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94.51
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91.92
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90.75
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87.52
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87.16
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86.61
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85.40
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89.77
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88.20
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bushes
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104.39
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Temporary Benchmark Set spike in utility pole elevation: 91.91'
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Temporary Benchmark Set spike in light pole elevation: 89.35'
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Temporary Benchmark Set spike in light pole #24 elevation: 100.86'
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90.16
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ramp
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propane tank
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90.03
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ramp
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90.21
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81
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75
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80
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83
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86.33
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bituminous walk
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bit. walk
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generator area
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86.89
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gas meter area
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91.46
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this area is under active construcion
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90.37
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91.33
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91.37
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N/F Raymond J. Talon Linda J. Talon 982/168 72 Garrison Road
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N/F Kevin M. Savluk Polly B. Freeman-Savluk 3175/630 12 McKenna Street
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N/F Robert E. Ferri Shirley A. Ferri 879/011 11 McKenna Street
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N/F City of Dover 756/488
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N61°08'46"W
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24.87'
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N56°39'42"W
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674.07'
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S36°07'43"W
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448.75'
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S35°17'43"W
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180.40'
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S37°03'43"W
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198.10'
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N87°17'18"E
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1038.50'
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N16°48'32"E
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620.29'
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rip rap
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multi-post sign
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see easement 4
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RR spike
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TRUE
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MAGNETIC
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0
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GRAPHIC SCALE
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( IN FEET )
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15
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Page 2: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

MAIL

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

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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

MAIL

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

Page 4: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

Page 5: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

Page 6: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

Page 7: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

MAIL

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

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

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1:2

9:2

6 P

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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

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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

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

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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

Page 9: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

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

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Plo

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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

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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

MAIL

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

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

1:3

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

Page 11: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

Page 12: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

Page 13: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

Page 14: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

Page 15: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

MAIL

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

Page 16: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

MAIL

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

Page 17: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

MAIL

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

Page 18: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

Page 19: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

Page 20: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

Page 21: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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

Page 22: (a) Shaws Lane - Dover, New Hampshire · 20" cpp. 18" cpp. 18"cpp. 24" cpp. 24" cpp. garden. 4" 4" 4" 14" 6" ... ART WING CORRIDOR CORRIDOR TOILET. PASS -THRU ... 191 239 SF. ROOM.

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


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