#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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(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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Transcript
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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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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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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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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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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
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.
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
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
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)
TOILET ROOM BOYS 173 & CUST 171SCALE: 1/4" = 1'-0"
C3TOILET ROOM 184
SCALE: 1/4" = 1'-0"D6
TOILET ROOMS WOMENS 198, BOYS 200 & GIRLS 201
SCALE: 1/4" = 1'-0"A3
NURSE AREA
SCALE: 1/4" = 1'-0"C1
TOILET ROOM 143
SCALE: 1/2" = 1'-0"F1
ACCESSORY MOUNTING DETAILS
EX.ABA
4
2
D F
3
C E
1
F3 [-4'-6"]
F3 [-4'-6"]F4 [-1'-0"]
F4 [-1'-0"]
F3 [-4'-6"]
F3 [-4'-6"] F3 [-4'-6"] F3 [-4'-6"]
1'-4
"
2'-4
"
1'-4"
2'-4"
41'-0"
18'-8
"
7'-4"
26'-4
"
1'-4"
2'-4"
15'-0
5/8
"3'
-7 3
/8"
5'-4
3/8
"19
'-11
1/4"
6'-10" 7'-4" 16'-1 1/4" 13'-5 1/2" 10'-4 1/4"
F4 [-1'-0"]
FOUNDATION PLAN NOTES:
1. TOP OF CONCRETE ELEVATION IS REFERENCED (+/-) FROM FINISH FLOOR ELEVATION XXX.XX' (+0'-0").
2. SEE ADDITIONAL APPLICABLE FOUNDATION NOTES ON DRAWING S50.1.
3. (-8") INDICATES TOP OF CONCRETE ELEVATION.
4. [-4'-0"] INDICATES TOP OF FOOTING ELEVATION.
5. PIERS AND SPREAD FOOTINGS ARE CENTERED ON COLUMNS, UNLESS NOTED OTHERWISE.
6. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND DIMENSIONS OF ALL DEPRESSED SLABS. VERIFY DEPRESSED SLAB ELEVATION WITH ACTUAL FLOORING PRODUCT TO BE INSTALLED.
9. INDICATES SPAN OF STRUCTURAL SLAB. SEE DETAIL XX/XXXX.
10. UNLESS NOTED OTHERWISE ON PLANS, ALL CONCRETE SLABS-ON-GRADE SHALL BE 4" THICK WITH FIBER REINFORCING.
SCALE: 1/4" = 1'-0"A1 ROOF FRAMING PLAN AT NEW ENTRY WAY
FRAMING PLAN NOTES:
1. TOP OF STEEL ELEVATION IS REFERENCED (+/-) FROM FINISH FLOOR ELEVATION XXX.XX' (+0'-0").
2. SEE ADDITIONAL APPLICABLE FRAMING NOTES ON DRAWING S60.1.
3. ALL STEEL BEAMS TO CONFORM TOASTM A992 (Fy=50 KSI)
4. ALL RECTANGULAR HSS COLUMNS TOCONFORM TO ASTM A500 (GR. B) (Fy=46 KSI)
5. ALL ROUND STEEL PIPE TO CONFORM TOASTM A53 (GR. B) (Fy=35 KSI)
6. INDICATES DIAGONAL STEELBRACING. SEE S40 DRAWINGS FORELEVATIONS AND DETAILS.
7. INDICATES HORIZONTALBRIDGING. (EQUALLY SPACED)
8. "TJ" INDICATES BOLTED TIE JOIST. EXTENDBOTTOM CHORD AT COLUMNS (DO NOT WELD)SEE TYP. DETAIL.
9. INDICATES SPAN OFROOF DECK.
10. INDICATES SPAN OFFLOOR DECK.
11. PROVIDE UPLIFT BRIDGING AS SHOWN ATFIRST BOTTOM CHORD PANEL POINT (TYP.)NET UPLIFT PRESSURE = XX PSF.
12. [XX] INDICATES NUMBER OF X/X" DIA. x X" LONGWELDED SHEAR STUDS.
W16
X26
EXIST. 18" DEEP JOISTS
EXIST. 8" DEEP JOISTS
EXIST. 18" DEEP JOISTS
EXIST. 14" DEEP JOISTS EXIST. 14" DEEP JOISTS
NEW 16SP 2-PIECE JOIST
NEW 16SP 2-PIECE JOIST
NEW 16SP 2-PIECE JOIST
NEW 16SP 2-PIECE JOIST
28'-9
5/8
"
28'-9
5/8
"
28'-9
5/8
"
NEW16SP 2-PIECE JOIST
NEW16SP 2-PIECE JOIST
NEW 10K1 2-PIECEJOIST
NEW 14SP 2-PIECE JOIST
NEW 14SP 2-PIECE JOIST
NEW MECH. UNIT SEE MECH. DRAWINGS
NEW MECH. UNIT SEE MECH. DRAWINGS
NEW MECH. UNIT SEE MECH. DRAWINGS
NEW MECH. UNIT SEE MECH. DRAWINGS
NEW MECH. UNIT SEE MECH. DRAWINGS
NEW MECH. UNIT SEE MECH. DRAWINGS
NEW MECH. UNITSEE MECH. DRAWINGS
NEW MECH. UNITSEE MECH. DRAWINGS
NEW MECH. UNITSEE MECH. DRAWINGS
Graphic Scale
PRELIMINARYNOT FOR
CONSTRUCTION
AUBURN PORTLAND PORTSMOUTH BOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic Scale
0 4' 8' 12'
1/8" = 1'-0"
Issues and Revisions
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Description
Proj North
Date
Plo
t Dat
e:5/
9/20
17 1
1:03
:04
AM
DOVER, NH
15618
S30.1
JCF
ZPP
ROOF FRAMING PLAN
05-09-17
PROGRESS REVIEW
2017
DOVER SCHOOL DISTRICTGARRISON ELEMENTARY
SCHOOLRENOVATIONS &
ADDITIONS - PHASE I
SCALE: 1/8" = 1'-0"A1 MECHANICAL UNIT STEEL REINFORCEMENT FRAMING PLAN
SOIL BEARING
1. WALL AND COLUMN FOOTINGS DESIGNED FOR AN ASSUMED SOILBEARING OF XXXX PSF.
2. IF ADEQUATE SOIL BEARING IS NOT ENCOUNTERED AT THEINDICATED BOTTOM OF FOOTING LOCATION, CONTRACTOR IS TOREPORT TO THE ARCHITECT BEFORE PROCEEDING WITH THAT PARTOF THE WORK.
3. ALL EXCAVATIONS FOR THE FOUNDATION SHALL BE APPROVED BYTHE ENGINEER BEFORE PLACING ANY CONCRETE FOOTINGS.
CONCRETE
1. STRENGTH OF CONCRETE AT 28 DAYS TO BE 3000 PSI; EXCEPT FOR:SLABS, BEAMS AND COLUMNS TO BE 3000 PSI AND EXTERIOR SLABSTO BE 4500 PSI.
2. ALL EXTERIOR FOOTINGS TO BE MIN. X'-Y" BELOW FINISH GRADE.3. TOP OF ALL FOOTINGS TO BE MIN. 8" BELOW BOTTOM OF FLOOR
SLAB UNLESS NOTED OTHERWISE.4. BOTTOM OF ALL FOOTINGS TO BE ON ADEQUATE SOIL BEARING.5. ALL SLABS ON FILL TO BE 4" THICK UNLESS NOTED OTHERWISE.6. SLABS AND BEAMS UNDER CONCRETE WALLS SHALL BE ADEQUATELY
SHORED UNTIL WALLS ARE SET.7. IF BASEMENT AND FIRST FLOOR SLABS ARE NOT POURED BEFORE
BACKFILLING, FOUNDATION WALLS TO BE ADEQUATELY BRACEDBEFORE BACKFILLING AND UNTIL ABOVE SLABS ARE PLACED AND SET.
8. SEE SPECIFICATIONS FOR SPECIAL REQUIREMENTS FORARCHITECTURAL EXPOSED CONCRETE, ANCHORING OF MASONRY TOCONCRETE WALLS AND COLUMNS, AND CHAMFER OF EXTERNALCORNERS OF CONCRETE BEAMS, GIRDERS, COLUMNS, ETC.
9. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS ANDSPECIFICATIONS FOR SIZE AND LOCATION OF DOOR FRAMES,THRESHOLDS, ETC., AND CONCRETE PADS, PIERS, PIPE SLEEVES, ETC.
10. ALL WOOD NAILERS ON CONCRETE OR MASONRY, TO BE ANCHOREDWITH 1/2" DIA. ANCHOR BOLTS SPACED AT 2'-8" O.C. AND EXTENDED 1'-0" INTO CONCRETE OR MASONRY.
11. CONCRETE FILL FOR BEAM LINTEL BLOCKS, BOND BEAMS, ANDCONCRETE BLOCKS USED AS SOLID MASONRY UNITS, TO BECONCRETE TESTING 3000 PSI AT 28 DAYS.
CONCRETE REINFORCING
1. ALL REINFORCING STEEL TO BE ASTM-A615 GRADE 60, DETAILED ANDFABRICATED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARDPRACTICE" (ACI-315-LATEST).
2. REINFORCEMENT TO HAVE MIN. CONCRETE COVER AS FOLLOWS:A. CONCRETE DEPOSITED AGAINST GROUND, INCLUDING
FOOTINGS - 3"B. CONCRETE EXPOSED TO EARTH OR WEATHER,
INCLUDING WALKS, PIERS, WALLS, COLUMNS, ANDEXTERIOR SLABS - 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND:I. SLABS, WALLS, AND JOISTS - 3/4"II. BEAMS AND COLUMNS, TIES, STIRRUPS,
REINFORCEMENT - 1 1/2"3. PROVIDE ADEQUATE KEYS AND DOWELS AT ALL WALL INTERSECTIONS
AND CONSTRUCTION JOINTS.4. LAP ALL REINFORCEMENT 36 BAR DIAMETERS AT SPLICES, AND
12" MIN. AT CORNERS UNLESS SHOWN OTHERWISE.5. AT ALL OPENINGS IN STRUCTURAL SLABS, PROVIDE ONE HALF THE
NUMBER OF INTERRUPTED BARS PLACED ON EACH SIDE OF THEOPENING AND STAGGERED WITH OTHER SLAB BARS. PROVIDE #4x 5'-0" LONG DIAGONAL BAR TOP AND BOTTOM AT EACH CORNER OFOPENING, UNLESS SHOWN OTHERWISE.
6. PROVIDE DOWELS IN WALLS AND COLUMN FOOTINGS EQUIVALENT INSIZE AND NUMBER TO VERTICAL STEEL EXTENDING 24 BAR DIA. INTOFOOTING AND INTO WALL OR COLUMN UNLESS SHOWN OTHERWISE.LOWER END OF DOWELS SHALL HAVE 90 DEGREE BEND WITH 4" MIN.HORIZONTAL DIMENSION AND ALL DOWELS SHALL BE SET IN PLACEBEFORE CONCRETE IS PLACED.
7. DISCONTINUOUS ENDS OF ALL TOP REINFORCING BARS TO BE HOOKED.8. ALL CONCRETE WALLS ON LEDGE TO HAVE #8 DOWELS x 3'-0"
LONG, GROUTED 1'-6" INTO LEDGE AND SPACED AT 3'-0" O.C.9. ALL CONCRETE PIERS ON LEDGE TO HAVE (2) #8 DOWELS x 3'-0" LONG,
GROUTED 1'-6" INTO LEDGE.10. ALL 4" THICK CONCRETE SLABS ON FILL TO BE REINFORCED WITH
FIBER REINFORCING, UNLESS SHOWN OTHERWISE.11. ALL CONCRETE SLABS, PADS, BEAMS AND PIERS SHALL HAVE
REINFORCEMENT THAT WILL HAVE A MIN. RATIO OF REINFORCEMENTAREA TO GROSS CONCRETE AREA OF 0.0033 UNLESS SHOWNOTHERWISE.6" VARIES 6"
1'-0
"
FRO
ST D
EPTH
MASONRY DOWELSTO MATCH MASONRYREINFORCING
#4 DOWELS AT 12" O.C.(2'-0"x2'-0") ATSTRUCTURAL SLABS
#4 DOWELS AT 12" O.C.(EACH FACE)
(2) #5
#4 AT 12" O.C.(VERT. AND HORIZ.)(EACH FACE)
SEE FOUNDATION PLANFOR TOP OF FOOTINGELEVATIONS
FINISH GRADE
SEE FOUNDATION PLANFOR TOP OF WALL
ELEVATIONS
USE ACI STANDARD HOOK(TYP.)
(MIN.)
40 BAR DIA.
(MIN
.)
40 B
AR D
IA.
FOUNDATION WALLCONCRETE
SLAB-ON-GRADE 8" INTERIORCMU WALL
GROUT CELLS SOLIDBELOW SLAB
SEE FOUNDATION PLANFOR TOP OF FOOTING
ELEVATIONS1'
-0"
PROVIDE DOWELSTO MATCH CMUWALL REINFORCING
2'-0"(2) #5 (CONT.)
#5 DOWELS (x1'-6" LONG) AT 12" O.C.OVER FULL HEIGHT OF WALL
DRILL AND GROUT 9" INTO EXISTING WALL
EXISTING FOUNDATION WALL
NEW FOUNDATION WALL
MIN. 2" COVER
CONCRETE SLAB-ON-GRADE
VAPOR BARRIER
12" OF CRUSHED STONE
COMPACTED NATIVE SOIL
CONCRETESLAB-ON-GRADE
COLUMN
BASE PLATE
3/4" NON-SHRINK GROUTAND 1/4" LEVELING PLATE
FOOTING REINFORCINGEACH WAY
(SEE FOOTING SCHEDULE)
3" C
LEAR
SEE FOUNDATION PLANFORTOP OF FOOTING
ELEVATIONS
ANCHOR RODS3/4" DIA. F1554 GR. 36 (HEADED)
UNLESS NOTED OTHERWISE
9" (U
.N.O
.)
FILL CONCRETE BONDOUTMIN. 24 HRS AFTERSLAB PLACEMENT
COLUMN
BASE PLATE
3/4" NON-SHRINK GROUTAND 1/4" LEVELING PLATE
DOWELS TO MATCHVERTICAL PIER REINFORCINGSPLICE MIN. 24 BAR DIA.
SEE PIER SCHEDULEFOR REINFORCING
FOOTING REINFORCINGEACH WAY(SEE FOOTING SCHEDULE)
SEE FOUNDATION PLANFOR TOP OF FOOTINGELEVATIONS
ANCHOR RODS3/4" DIA. F1554 GR. 36 (HEADED)
(UNLESS NOTED OTHERWISE)
1/2
SPAC
ING
PIER
SC
HED
ULE
SPAC
ING
PER
1/2"
SPA
CIN
G
TIES
(U.N
.O.)
9"
CONTROL JOINT
CONSTRUCTION JOINT
SAWCUT TO 1/4 THESLAB THICKNESS
FOR SLABS WITH WIRE FABRICCUT EVERY OTHER STRANDAT JOINT LOCATIONS
CONCRETESLAB-ON-GRADE
CONCRETESLAB-ON-GRADE
DOWELS AT 18" O.C.
SLEEVE
BOND BREAKER
FOUNDATION WALL
WALL CONSTRUCTION
CONCRETESLAB-ON-GRADE
EXPANSION JOINTMATERIAL
JOINT SEALINGCOMPOUND
CONSRUCTION JOINTREQUIRED WHEN CONCRETEPLACEMENT IS INTERUPTED BYMORE THAN 30 MINUTES
CONTROL JOINTS
2'x2' DIAMOND ISOLATIONJOINT WITH SEALANTAND BACKER ROD(TYP.)
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.
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.
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
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