N/F TOWN OF MADBURY TAX MAP 7, LOT 3B SCRD 1336-190
AutoCAD SHX Text
N/F TOWN OF MADBURY TAX MAP 7, LOT 21 SCRD 1675-515
AutoCAD SHX Text
W
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W
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EXISTING CEMETERY
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TOWN HALL ROAD
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TP 1
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TP 2
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TP 4
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TP 5
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TP 6
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(CLASS V, WIDTH VARIES)
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CULVERT
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PAVED PARKING AREA
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TRAIL
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260
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TRAIL
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TRAIL
AutoCAD SHX Text
240
AutoCAD SHX Text
230
AutoCAD SHX Text
220
AutoCAD SHX Text
200
AutoCAD SHX Text
210
AutoCAD SHX Text
214
AutoCAD SHX Text
216
AutoCAD SHX Text
208
AutoCAD SHX Text
206
AutoCAD SHX Text
204
AutoCAD SHX Text
202
AutoCAD SHX Text
210
AutoCAD SHX Text
202
AutoCAD SHX Text
204
AutoCAD SHX Text
200
AutoCAD SHX Text
198
AutoCAD SHX Text
196
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STEEL STAKE
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TRAIL
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250
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212
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N/F TOWN OF MADBURY TAX MAP 7, LOT 3B SCRD 1336-190
AutoCAD SHX Text
TOWN HALL
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TOWN LIBRARY
AutoCAD SHX Text
STONE WALL (TYP)
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PAVED PARKING AREA
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CB1
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CB2
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CB5
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CB3
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CB4
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OH
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OH
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OH
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OH
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OH
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OH
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OH
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DEMERRITT PARK TAX MAP 6, LOT 1
AutoCAD SHX Text
SEPTIC
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A
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A
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A
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A
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B
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B
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C
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C
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SHED
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STEEL STAKE
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IP
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STEEL STAKE
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D
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D
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210
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206
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208
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TP 3
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20' RIGHT OF WAY
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STEEL STAKE
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EXISTING SEPTIC. SEE NOTE 2
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TOWN OF MADBURY TAX MAP 7, LOT 14 2.01 ACRES +/- SCRD 1853-754
AutoCAD SHX Text
N 11°15'00" E
AutoCAD SHX Text
206.87'
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N 69°24'00" W
AutoCAD SHX Text
326.38'
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N 58°02'00" W
AutoCAD SHX Text
396.16'
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N 41°01'00" E
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225.00'
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N 48°58'58" W
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50.01'
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S 57°30'14" E
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133.00'
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S 63°53'52" E
AutoCAD SHX Text
217.01'
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N 64°10'49" W
AutoCAD SHX Text
210.52'
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N 41°00'34" E
AutoCAD SHX Text
238.25'
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N/F TOWN OF MADBURY TAX MAP 7, LOT 13 SCRD 468-88
AutoCAD SHX Text
TOWN OF MADBURY TAX MAP 7, LOT 13B 1.34 ACRES +/- SCRD 1003-337
AutoCAD SHX Text
DH
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TRAIL
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
EXISTING STREET LAMP A TO BE RELOCATED
AutoCAD SHX Text
STEEL STAKE
AutoCAD SHX Text
%%UNOTES
AutoCAD SHX Text
1" = 40'
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
1) EXISTING TOWN HALL PROVIDES 37 PARKING SPACES, 2 ARE HANDICAP. 2) EXISTING LIBRARY SEPTIC DESIGNED AS A FOUR BEDROOM RESIDENTIAL HOUSE. 1,000 GALLON SEPTIC TANK WITH LEACH BED AREA CONSISTING OF 12-4'x10' CONCRETE CHAMBERS = 480 SF BED AREA
AutoCAD SHX Text
PROPERTY LINE STAKE
AutoCAD SHX Text
15-092
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7
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OF 5
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D.D.D.
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A.R.
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A.R.
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1
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3/16/2016
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SCHEMATIC DESIGN
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2
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6/29/2016
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REVISION
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3
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9/16/2016
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REVISION
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4
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9/20/2018
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REVISION
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5
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9/28/2018
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REVISION
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6
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10/11/2018
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REVISION
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7
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11/9/2018
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REVISION
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MONUMENT FND
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%%UREFERENCE PLANS
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1) "LIMITED EXISTING CONDITIONS PLAN" BY POHOPEK LAND SURVEYORS, DATED 11-10-2009. NOT RECORDED 2) "PROPOSED SUBDIVISON, LINDA WESTGATE & VICKIE L. HERRING" DATED JANUARY 4, 2001. BERRY SURVEYING, SCRD 61-72. 3) "SUBDIVISION OF LAND, KENNETH TIBBETTS", DATED JUNE 16, 1992. SCRD 40-88. 4) "SUBDIVISION PLAN, MARY M. YATSEVITCH" FREDERICK DREW ASSOCIATES, JULY 1987. SCRD 31A-13. 5) "PLAN OF LOT, JOHN S. ELLIOTT", G.L. DAVIS & ASSOCIATES, AUGUST 1978. SCRD 17-79. 6) "PLAN OF LOT JOHN S. ELLIOTT", G.L. DAVIS & ASSOCIATES, AUGUST 1977. SCRD 1003-340. 7) "REPLACEMENT DESIGN SEPTIC SYSTEM DESIGN" BY BRUCE POHOPEK. "REPLACEMENT DESIGN SEPTIC SYSTEM DESIGN" BY BRUCE POHOPEK. DATED NOVEMBER 5, 1987.
AutoCAD SHX Text
Magnetic
AutoCAD SHX Text
(see ref. plan 5)
AutoCAD SHX Text
UTILITY POLE
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EXTERIOR LIGHT
AutoCAD SHX Text
WELL
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
SEPTIC VENT
AutoCAD SHX Text
UNDERGROUND PROPANE
AutoCAD SHX Text
SMALL (8"-12")
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MEDIUM (14"-18")
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MEDIUM (20-24")
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LARGE (>24")
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MAPLE
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PINE
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OAK
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BIRCH
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A SIGN SIGN B PICNIC TABLE PICNIC TABLE C MAILBOX MAILBOX D OLD DUMP OLD DUMP
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%%UTREE LEGEND
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1
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BEECH
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GRAPHIC SCALE
AutoCAD SHX Text
0
AutoCAD SHX Text
( IN FEET )
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SCALE: 1" = 40'
AutoCAD SHX Text
80
AutoCAD SHX Text
40
AutoCAD SHX Text
40
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160
AutoCAD SHX Text
20
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%%USUBGRADE DRAINAGE
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CB
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CB 1
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CB 2
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CB 3
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CB 4
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CB 5
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INLET INV EL.
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RIM EL.
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OUT INV EL.
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OUTLET PIPE Ø
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INLET PIPE Ø
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BASIN
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203.0'
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202.10'
AutoCAD SHX Text
200.15'
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198.80'
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197.70'
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12"
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12"
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12"
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12"
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12"
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15"
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15"
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12"
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14"
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INLET PIPE Ø
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48"
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48"
AutoCAD SHX Text
48"
AutoCAD SHX Text
48"
AutoCAD SHX Text
48"
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TYPE OF STRUCTURE
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EXISTING CONC.
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192.70'
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194.55'
AutoCAD SHX Text
195.55'
AutoCAD SHX Text
197.00'
AutoCAD SHX Text
199.30'
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EXISTING CONC.
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EXISTING CONC.
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EXISTING CONC.
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EXISTING CONC.
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TBD
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TBD
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TBD
EXISTING CONDITIONS
TOWN OF MADBURY
CHECKED
CLIENT
J.O. NUMBER
TITLE
DRAWN
DWG. NO. ISSUE
CHECKED
ISS.
SCALE
DESCRIPTION OF ISSUEDATE
Civil/Structural Engineering ROSS ENGINEERING
& SurveyingPortsmouth, NH 03801
(603) 433-7560
909 Islington St.
MADBURY, NH 03823
TOWN OF MADBURY
TAX MAP 7, LOTS 13B & 14
for
TOWN HALL ROAD
CIVIL ENGINEER & SURVEYORAlex Ross TOWN HALL ROAD
MADBURY, NH 03823
N.T.S.
LOCUS PLAN
ØØ ØØ
AutoCAD SHX Text
W
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MADBURY RD
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TOWN HALL RD
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CHERRY LN
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HAYES RD
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MILL HILL RD
AutoCAD SHX Text
OLD STAGE RD
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SITE
AutoCAD SHX Text
ROUTE 155
AutoCAD SHX Text
W
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EXISTING CEMETERY
AutoCAD SHX Text
TOWN HALL ROAD
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TP 1
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TP 2
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TP 4
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TP 5
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TP 6
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(CLASS V, WIDTH VARIES)
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PAVED PARKING AREA
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TRAIL
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TRAIL
AutoCAD SHX Text
206
AutoCAD SHX Text
204
AutoCAD SHX Text
202
AutoCAD SHX Text
202
AutoCAD SHX Text
204
AutoCAD SHX Text
200
AutoCAD SHX Text
198
AutoCAD SHX Text
196
AutoCAD SHX Text
STEEL STAKE
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
TOWN HALL
AutoCAD SHX Text
TOWN OF MADBURY TAX MAP 7, LOT 13B 1.34 ACRES +/- SCRD 1003-337
AutoCAD SHX Text
CB1
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CB2
AutoCAD SHX Text
CB5
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CB3
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CB4
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OH
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OH
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OH
AutoCAD SHX Text
OH
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189.73' N 62°28'31" W
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SEPTIC
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A
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A
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A
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B
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C
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SHED
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STEEL STAKE
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D
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206
AutoCAD SHX Text
20' RIGHT OF WAY
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N/F TOWN OF MADBURY TAX MAP 7, LOT 3B SCRD 1336-190
AutoCAD SHX Text
EXISTING SEPTIC. SEE NOTE 2
AutoCAD SHX Text
TOWN OF MADBURY TAX MAP 7, LOT 14 2.01 ACRES +/- SCRD 1853-754
AutoCAD SHX Text
N 11°15'00" E
AutoCAD SHX Text
206.87'
AutoCAD SHX Text
N 69°24'00" W
AutoCAD SHX Text
326.38'
AutoCAD SHX Text
S 63°53'52" E
AutoCAD SHX Text
217.01'
AutoCAD SHX Text
N 64°10'49" W
AutoCAD SHX Text
210.52'
AutoCAD SHX Text
N 41°00'34" E
AutoCAD SHX Text
238.25'
AutoCAD SHX Text
N/F TOWN OF MADBURY TAX MAP 7, LOT 13 SCRD 468-88
AutoCAD SHX Text
EXISTING STREET LAMP A TO BE RELOCATED
AutoCAD SHX Text
TP 3
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STEEL STAKE
AutoCAD SHX Text
%%UNOTES
AutoCAD SHX Text
1" = 20'
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
PROPERTY LINE STAKE
AutoCAD SHX Text
15-092
AutoCAD SHX Text
7
AutoCAD SHX Text
OF 5
AutoCAD SHX Text
D.D.D.
AutoCAD SHX Text
A.R.
AutoCAD SHX Text
A.R.
AutoCAD SHX Text
1
AutoCAD SHX Text
3/16/2016
AutoCAD SHX Text
SCHEMATIC DESIGN
AutoCAD SHX Text
2
AutoCAD SHX Text
6/29/2016
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
3
AutoCAD SHX Text
9/16/2016
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
4
AutoCAD SHX Text
9/20/2018
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
5
AutoCAD SHX Text
9/28/2018
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
6
AutoCAD SHX Text
10/11/2018
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
7
AutoCAD SHX Text
11/9/2018
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
MONUMENT FND
AutoCAD SHX Text
%%UREFERENCE PLANS
AutoCAD SHX Text
1) "LIMITED EXISTING CONDITIONS PLAN" BY POHOPEK LAND SURVEYORS, DATED 11-10-2009. NOT RECORDED 2) "PROPOSED SUBDIVISON, LINDA WESTGATE & VICKIE L. HERRING" DATED JANUARY 4, 2001. BERRY SURVEYING, SCRD 61-72. 3) "SUBDIVISION OF LAND, KENNETH TIBBETTS", DATED JUNE 16, 1992. SCRD 40-88. 4) "SUBDIVISION PLAN, MARY M. YATSEVITCH" FREDERICK DREW ASSOCIATES, JULY 1987. SCRD 31A-13. 5) "PLAN OF LOT, JOHN S. ELLIOTT", G.L. DAVIS & ASSOCIATES, AUGUST 1978. SCRD 17-79. 6) "PLAN OF LOT JOHN S. ELLIOTT", G.L. DAVIS & ASSOCIATES, AUGUST 1977. SCRD 1003-340. 7) "REPLACEMENT DESIGN SEPTIC SYSTEM DESIGN" BY BRUCE POHOPEK. "REPLACEMENT DESIGN SEPTIC SYSTEM DESIGN" BY BRUCE POHOPEK. DATED NOVEMBER 5, 1987.
AutoCAD SHX Text
Magnetic
AutoCAD SHX Text
(see ref. plan 5)
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
EXTERIOR LIGHT
AutoCAD SHX Text
WELL
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
SEPTIC VENT
AutoCAD SHX Text
UNDERGROUND PROPANE
AutoCAD SHX Text
A SIGN SIGN B PICNIC TABLE PICNIC TABLE C MAILBOX MAILBOX D OLD DUMP OLD DUMP
AutoCAD SHX Text
2
AutoCAD SHX Text
SMALL (8"-12")
AutoCAD SHX Text
MEDIUM (14"-18")
AutoCAD SHX Text
MEDIUM (20-24")
AutoCAD SHX Text
LARGE (>24")
AutoCAD SHX Text
MAPLE
AutoCAD SHX Text
PINE
AutoCAD SHX Text
OAK
AutoCAD SHX Text
BIRCH
AutoCAD SHX Text
%%UTREE LEGEND
AutoCAD SHX Text
BEECH
AutoCAD SHX Text
1) EXISTING TOWN HALL PROVIDES 37 PARKING SPACES, 2 ARE HANDICAP. 2) EXISTING LIBRARY SEPTIC DESIGNED AS A FOUR BEDROOM RESIDENTIAL HOUSE. 1,000 GALLON SEPTIC TANK WITH LEACH BED AREA CONSISTING OF 12-4'x10' CONCRETE CHAMBERS = 480 SF BED AREA
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
0
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
SCALE: 1" = 20'
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
80
AutoCAD SHX Text
10
AutoCAD SHX Text
%%USUBGRADE DRAINAGE
AutoCAD SHX Text
CB
AutoCAD SHX Text
CB 1
AutoCAD SHX Text
CB 2
AutoCAD SHX Text
CB 3
AutoCAD SHX Text
CB 4
AutoCAD SHX Text
CB 5
AutoCAD SHX Text
INLET INV EL.
AutoCAD SHX Text
RIM EL.
AutoCAD SHX Text
OUT INV EL.
AutoCAD SHX Text
OUTLET PIPE Ø
AutoCAD SHX Text
INLET PIPE Ø
AutoCAD SHX Text
BASIN
AutoCAD SHX Text
203.0'
AutoCAD SHX Text
202.10'
AutoCAD SHX Text
200.15'
AutoCAD SHX Text
198.80'
AutoCAD SHX Text
197.70'
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
12"
AutoCAD SHX Text
15"
AutoCAD SHX Text
15"
AutoCAD SHX Text
12"
AutoCAD SHX Text
14"
AutoCAD SHX Text
INLET PIPE Ø
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48"
AutoCAD SHX Text
48"
AutoCAD SHX Text
48"
AutoCAD SHX Text
48"
AutoCAD SHX Text
48"
AutoCAD SHX Text
TYPE OF STRUCTURE
AutoCAD SHX Text
EXISTING CONC.
AutoCAD SHX Text
192.70'
AutoCAD SHX Text
194.55'
AutoCAD SHX Text
195.55'
AutoCAD SHX Text
197.00'
AutoCAD SHX Text
199.30'
AutoCAD SHX Text
EXISTING CONC.
AutoCAD SHX Text
EXISTING CONC.
AutoCAD SHX Text
EXISTING CONC.
AutoCAD SHX Text
EXISTING CONC.
AutoCAD SHX Text
TBD
AutoCAD SHX Text
TBD
AutoCAD SHX Text
TBD
SITE PLAN
TOWN OF MADBURY
CHECKED
CLIENT
J.O. NUMBER
TITLE
DRAWN
DWG. NO. ISSUE
CHECKED
ISS.
SCALE
DESCRIPTION OF ISSUEDATE
Civil/Structural Engineering ROSS ENGINEERING
& SurveyingPortsmouth, NH 03801
(603) 433-7560
909 Islington St.
MADBURY, NH 03823
TOWN OF MADBURY
TAX MAP 7, LOTS 13B & 14
for
TOWN HALL ROAD
CIVIL ENGINEER & SURVEYORAlex Ross TOWN HALL ROAD
MADBURY, NH 03823
N.T.S.
LOCUS PLAN
ØØ ØØ
AutoCAD SHX Text
W
AutoCAD SHX Text
206
AutoCAD SHX Text
MADBURY RD
AutoCAD SHX Text
TOWN HALL RD
AutoCAD SHX Text
CHERRY LN
AutoCAD SHX Text
HAYES RD
AutoCAD SHX Text
MILL HILL RD
AutoCAD SHX Text
OLD STAGE RD
AutoCAD SHX Text
SITE
AutoCAD SHX Text
ROUTE 155
AutoCAD SHX Text
W
AutoCAD SHX Text
EXISTING CEMETERY
AutoCAD SHX Text
TP 1
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TP 2
AutoCAD SHX Text
TP 4
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TP 5
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TP 6
AutoCAD SHX Text
(CLASS V, WIDTH VARIES)
AutoCAD SHX Text
TRAIL
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TRAIL
AutoCAD SHX Text
208
AutoCAD SHX Text
206
AutoCAD SHX Text
202
AutoCAD SHX Text
210
AutoCAD SHX Text
202
AutoCAD SHX Text
204
AutoCAD SHX Text
200
AutoCAD SHX Text
198
AutoCAD SHX Text
196
AutoCAD SHX Text
STEEL STAKE
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
TOWN HALL
AutoCAD SHX Text
CB1
AutoCAD SHX Text
CB2
AutoCAD SHX Text
CB5
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CB3
AutoCAD SHX Text
CB4
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OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
OH
AutoCAD SHX Text
189.73' N 62°28'31" W
AutoCAD SHX Text
EXISTING SEPTIC TANK
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
SHED
AutoCAD SHX Text
STEEL STAKE
AutoCAD SHX Text
206
AutoCAD SHX Text
208
AutoCAD SHX Text
20' RIGHT OF WAY
AutoCAD SHX Text
TOWN OF MADBURY TAX MAP 7, LOT 13B 1.34 ACRES +/- SCRD 1003-337
AutoCAD SHX Text
204
AutoCAD SHX Text
N/F TOWN OF MADBURY TAX MAP 7, LOT 3B SCRD 1336-190
AutoCAD SHX Text
27
AutoCAD SHX Text
24
AutoCAD SHX Text
23
AutoCAD SHX Text
25
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
29
AutoCAD SHX Text
30
AutoCAD SHX Text
31
AutoCAD SHX Text
32
AutoCAD SHX Text
33
AutoCAD SHX Text
34
AutoCAD SHX Text
35
AutoCAD SHX Text
36
AutoCAD SHX Text
37
AutoCAD SHX Text
38
AutoCAD SHX Text
39
AutoCAD SHX Text
40
AutoCAD SHX Text
41
AutoCAD SHX Text
42
AutoCAD SHX Text
43
AutoCAD SHX Text
44
AutoCAD SHX Text
45
AutoCAD SHX Text
47
AutoCAD SHX Text
48
AutoCAD SHX Text
EXISTING SEPTIC. SEE NOTE 2
AutoCAD SHX Text
N 11°15'00" E
AutoCAD SHX Text
206.87'
AutoCAD SHX Text
N 69°24'00" W
AutoCAD SHX Text
S 63°53'52" E
AutoCAD SHX Text
217.01'
AutoCAD SHX Text
N 64°10'49" W
AutoCAD SHX Text
210.52'
AutoCAD SHX Text
N 41°00'34" E
AutoCAD SHX Text
238.25'
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
21
AutoCAD SHX Text
22
AutoCAD SHX Text
24' WIDE MANEUVERING AISLE
AutoCAD SHX Text
24' WIDE MANEUVERING AISLE
AutoCAD SHX Text
PROPOSED SEPTIC. SEE NOTE 2
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
46
AutoCAD SHX Text
TP 3
AutoCAD SHX Text
208
AutoCAD SHX Text
204
AutoCAD SHX Text
203x5
AutoCAD SHX Text
18" DRIP EDGE (TYP.)
AutoCAD SHX Text
206
AutoCAD SHX Text
203x5
AutoCAD SHX Text
203x2
AutoCAD SHX Text
202x85
AutoCAD SHX Text
75' PROTECTIVE WELL RADIUS
AutoCAD SHX Text
PROPOSED LOCATION OF WELL
AutoCAD SHX Text
W
AutoCAD SHX Text
203x50
AutoCAD SHX Text
204
AutoCAD SHX Text
202x15
AutoCAD SHX Text
202x10
AutoCAD SHX Text
202x25
AutoCAD SHX Text
203x25
AutoCAD SHX Text
203x1
AutoCAD SHX Text
202
AutoCAD SHX Text
CB A
AutoCAD SHX Text
326.38'
AutoCAD SHX Text
202
AutoCAD SHX Text
203x25
AutoCAD SHX Text
203x5
AutoCAD SHX Text
FIRST FLOOR ELEV. = 204.5'
AutoCAD SHX Text
PROPOSED LIBRARY
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FRONT CANOPY
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4'x4' CONCRETE LANDING FOR EXT. DOOR EL. 204.00' (TYP.)
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RELOCATED STREET LAMP A
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TOWN HALL ROAD
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LIMIT OF DISTURBANCE
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CB B
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UNDERGROUND PROPANE TANK
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STEEL STAKE
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202
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202
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200
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202x25
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RAIN GARDEN
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201
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204x00
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EXISTING PAVEMENT TO REMAIN
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202x75
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204x5
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203x00
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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GRASSED AREA
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5.5' x25.5' BIKE RACK FOUNDATION
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202x60
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202x65
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ST
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TOWN OF MADBURY TAX MAP 7, LOT 14 2.01 ACRES +/- SCRD 1853-754
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N/F TOWN OF MADBURY TAX MAP 7, LOT 13 SCRD 468-88
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%%UNOTES
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1" = 20'
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%%ULEGEND
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1) 37 PARKING SPACES EXIST, 11 ADDITIONAL PARKING SPACES ARE PROPOSED. 4 SPACES ARE PROPOSED TO BE HANDICAP. 2) UTILITIES A) SEPTIC EXISTING SYSTEM WAS DESIGNED AS A FOUR BEDROOM RESIDENTIAL HOUSE, USING A 1,000 GALLON TANK AND 12-4'x10' CONCRETE CHAMBERS = 480 SF BED AREA . PROPOSED SYSTEM: GRAVITY FED STONE AND PIPE SYSTEM WITH 1,250 GAL. SEPTIC TANK. LEACH AREA WILL BE FOUR LINES 31 FEET IN LENGTH. BED AREA WILL BE 620 SF. B) WATER PROPOSED WELL TO BE LOCATED NORTH OF NEW LIBRARY. C) FUEL FUEL ALL ELECTRICAL SYSTEMS PROPOSED. GAS-FIRED HEATING SYSTEM TANK IS PROPOSED AS AN ALTERNATE. SEE MECHANICAL DRAWINGS. 3) DIRECT ROOF DRAIN FROM CANOPY INTO FOUNDATION DRAIN. DIRECT FOUNDATION DRAIN INTO CATCH BASIN AT REAR OF BUILDING. 4" CATCH BASIN DRAIN LINE IS TO LAY IN INFILTRATION TRENCH BEFORE REACHING RAIN GARDEN.
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15-092
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7
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OF 5
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D.D.D.
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A.R.
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A.R.
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1
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3/16/2016
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SCHEMATIC DESIGN
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2
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6/29/2016
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REVISION
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3
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9/16/2016
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REVISION
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4
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9/20/2018
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REVISION
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5
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9/28/2018
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REVISION
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6
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10/11/2018
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REVISION
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7
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11/9/2018
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REVISION
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MONUMENT FND
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UTILITY POLE
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EXTERIOR LIGHT
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WELL
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CATCH BASIN
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SEPTIC VENT
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UNDERGROUND PROPANE
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%%USUBGRADE DRAINAGE
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A SIGN SIGN B PICNIC TABLE PICNIC TABLE C MAILBOX MAILBOX D OLD DUMP OLD DUMP E BIKE RACK BIKE RACK F BOOK DEPOSIT BOOK DEPOSIT
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3
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DRAINAGE
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SMALL (8"-12")
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MEDIUM (14"-18")
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MEDIUM (20-24")
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LARGE (>24")
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MAPLE
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PINE
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OAK
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BIRCH
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%%UTREE LEGEND
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BEECH
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EXISTING CONTOUR
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PROPOSED CONTOUR
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GRAPHIC SCALE
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0
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( IN FEET )
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SCALE: 1" = 20'
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10
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80
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20
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20
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40
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CATCH BASIN
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CB
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CB 1
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CB 2
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CB 3
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CB 4
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CB 5
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CB A
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CB B
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INLET INV EL.
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RIM EL.
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OUT INV EL.
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OUTLET PIPE Ø
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INLET PIPE Ø
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BASIN
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203.0'
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202.10'
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200.15'
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198.80'
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197.70'
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203.95'
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201.00'
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201.40'
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200.17'
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12"
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12"
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12"
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4"
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4"
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12"
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12"
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15"
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15"
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12"
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14"
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4"
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4"
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INLET PIPE Ø
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48"
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48"
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48"
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48"
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48"
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18"
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18"
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VERTICAL GRANITE CURB
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TYPE OF STRUCTURE
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EXISTING CONC.
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201.30'
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192.70'
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194.55'
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195.55'
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197.00'
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199.30'
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EXISTING CONC.
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EXISTING CONC.
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EXISTING CONC.
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EXISTING CONC.
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PROPOSED NYLOPLAST
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PROPOSED NYLOPLAST PERF.
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TBD
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TBD
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TBD
TREE PLAN
TOWN OF MADBURY
CHECKED
CLIENT
J.O. NUMBER
TITLE
DRAWN
DWG. NO. ISSUE
CHECKED
ISS.
SCALE
DESCRIPTION OF ISSUEDATE
Civil/Structural Engineering ROSS ENGINEERING
& SurveyingPortsmouth, NH 03801
(603) 433-7560
909 Islington St.
MADBURY, NH 03823
TOWN OF MADBURY
TAX MAP 7, LOTS 13B & 14
for
TOWN HALL ROAD
CIVIL ENGINEER & SURVEYORAlex Ross TOWN HALL ROAD
MADBURY, NH 03823
N.T.S.
LOCUS PLAN
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W
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206
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MADBURY RD
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TOWN HALL RD
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CHERRY LN
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HAYES RD
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MILL HILL RD
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OLD STAGE RD
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SITE
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ROUTE 155
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W
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EXISTING CEMETERY
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TRAIL
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TRAIL
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206
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202
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210
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202
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204
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200
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198
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196
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STEEL STAKE
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TRAIL
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TOWN HALL
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CB1
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CB2
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CB5
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CB3
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CB4
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OH
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OH
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OH
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189.73' N 62°28'31" W
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SEPTIC TANK
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A
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A
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A
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B
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B
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C
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SHED
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STEEL STAKE
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D
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206
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208
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20' RIGHT OF WAY
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TOWN OF MADBURY TAX MAP 7, LOT 13B 1.34 ACRES +/- SCRD 1003-337
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204
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N/F TOWN OF MADBURY TAX MAP 7, LOT 3B SCRD 1336-190
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27
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24
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23
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25
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26
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28
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29
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30
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31
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32
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33
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34
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35
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36
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37
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38
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39
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40
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41
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42
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43
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44
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45
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47
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48
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EXISTING SEPTIC. SEE NOTE 2
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N 11°15'00" E
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206.87'
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N 69°24'00" W
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S 63°53'52" E
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217.01'
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N 64°10'49" W
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210.52'
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N 41°00'34" E
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9
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10
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11
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12
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13
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14
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15
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16
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17
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18
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19
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20
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21
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22
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24' WIDE MANEUVERING AISLE
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24' WIDE MANEUVERING AISLE
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F
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E
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46
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208
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204
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203x5
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206
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203x2
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200
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202x85
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75' PROTECTIVE WELL RADIUS
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W
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203x50
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204
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203x25
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203x1
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202
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326.38'
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N/F TOWN OF MADBURY TAX MAP 7, LOT 13 SCRD 468-88
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202
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203x25
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203x5
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FIRST FLOOR ELEV. = 204.5'
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PROPOSED LIBRARY
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FRONT CANOPY
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TOWN HALL ROAD
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TREE 1:40
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BIRCH
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MAPLE
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PINE
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OAK
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8"-12"
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14"-18"
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20"-24"
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24"+
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2 TREES TO BE REMOVED
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2 TREES TO BE REMOVED
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1 TREE TO BE REMOVED
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CB B
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LIMIT OF DISTURBANCE
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202
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202
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200
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4 TREES TO BE REMOVED
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201
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204x5
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202x25
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203x00
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PROPOSED LOCATION OF WELL
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RAIN GARDEN
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ST
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CB A
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2 TREES TO BE REMOVED
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TOWN OF MADBURY TAX MAP 7, LOT 14 2.01 ACRES +/- SCRD 1853-754
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203x5
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202x15
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202x10
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202x25
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EXISTING PAVEMENT TO REMAIN
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202x75
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202x60
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202x65
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238.25'
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%%UNOTES
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1" = 20'
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%%ULEGEND
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1) ALL TREES SHOWN ARE EXISTING. 2) 43 TREES ARE LOCATED WITHIN THE LIMIT OF WORK 3) 11 TREES TO BE REMOVED -1 SMALL (8"-12") BIRCH -1 SMALL (8"-12") MAPLE -2 SMALL (8"-12") OAKS -2 SMALL (8"-12") PINES -1 MEDIUM (14"-18") MAPLE -2 MEDIUM (20"-24") PINES -2 LARGE (24"+) PINES
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15-092
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7
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OF 5
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D.D.D.
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A.R.
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1
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3/16/2016
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SCHEMATIC DESIGN
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2
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6/29/2016
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REVISION
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3
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9/16/2016
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REVISION
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4
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9/20/2018
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REVISION
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5
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9/28/2018
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REVISION
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6
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10/11/2018
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REVISION
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7
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11/9/2018
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REVISION
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MONUMENT FND
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UTILITY POLE
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EXTERIOR LIGHT
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WELL
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CATCH BASIN
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SEPTIC VENT
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UNDERGROUND PROPANE
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4
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DRAINAGE
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SMALL (8"-12")
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MEDIUM (14"-18")
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MEDIUM (20-24")
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LARGE (>24")
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MAPLE
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PINE
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OAK
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BIRCH
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%%UTREE LEGEND
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BEECH
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EXISTING CONTOUR
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PROPOSED CONTOUR
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GRAPHIC SCALE
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0
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( IN FEET )
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SCALE: 1" = 20'
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10
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80
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20
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20
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40
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CATCH BASIN
NOTES AND DETAILS
TOWN OF MADBURY
CHECKED
CLIENT
J.O. NUMBER
TITLE
DRAWN
DWG. NO. ISSUE
CHECKED
ISS.
SCALE
DESCRIPTION OF ISSUEDATE
Civil/Structural Engineering ROSS ENGINEERING
& SurveyingPortsmouth, NH 03801
(603) 433-7560
909 Islington St.
MADBURY, NH 03823
TOWN OF MADBURY
TAX MAP 7, LOTS 13B & 14
for
TOWN HALL ROAD
CIVIL ENGINEER & SURVEYORAlex Ross TOWN HALL ROAD
MADBURY, NH 03823
CATCH BASIN DETAILN.T.S.
STONE INFILTRATION TRENCHW/ 4" UNDERDRAINN.T.S.
ROOTBALL
(
)
)
(
PLANTING DETAILN.T.S.
TYPICAL EXPANSION JOINTN.T.S.
TYPICAL SIDEWALK SECTIONN.T.S.
TYPICAL SIDEWALK PLANN.T.S.
TYPICAL SIDEWALK CROSS SECTIONN.T.S.
NOTES:
VERTICAL CURB - GRANITEN.T.S.
VERTICAL CURB - CONCRETEN.T.S.
SIDEWALK & CURB OPTIONS
PAVEMENT DETAILN.T.S.
RAIN GARDEN DETAILN.T.S.
BIKE RACK FOUNDATOIN DETAILN.T.S.
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AS NOTED
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15-092
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7
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OF 5
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D.D.D.
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A.R.
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A.R.
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1
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3/16/2016
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SCHEMATIC DESIGN
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2
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6/29/2016
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REVISION
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3
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9/16/2016
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REVISION
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4
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9/20/2018
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REVISION
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5
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9/28/2018
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REVISION
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6
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10/11/2018
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REVISION
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7
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11/9/2018
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REVISION
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5
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18" ADS
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NYLOPLAST
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DRAIN BASIN
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ROOF DRAIN
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INLET FROM
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4" ADS-N-12
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WITH
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EXTENSION
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SLAB
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FOUNDATION
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18"
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Clean, washed, uniform (well sorted) aggregate Diameter 1 to 3" 12 to 3" Porosity = 40%
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2"Stone d 50 12" thick all around
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MIRAFI 140N Filter Fabric
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NATIVE MATERIAL
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PERIMETER FOUNDATION DRAIN
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Filter Fabric
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Fabric
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Filter
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24" MINIMUM
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2'-0"
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MIRAFI 140N
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4" PERF. PIPE
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LOAM & SEED
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8"
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Lawn
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12" MIN
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Clean, washed, uniform (well sorted) aggregate Diameter 1 to 3" 12 to 3" Porosity = 40%
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NOTE: TREE/SHRUBS SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS IT BORE TO NURSERY OR FIELD GRADE
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GALVANIZED No. 12 GUY WIRES PROTECT. PROTECT TREE WITH RUBBER HOSE OR EQUAL
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2x2x3' STAKE TREATED
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FINISHED GRADE
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BURLAP CUTE & REMOVED FROM TOP OF ROOTBALL13 OF ROOTBALL
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3" BARK MULCH
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BERM ±4" HIGH
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HOLE DEPTH TO EQUAL ONE AND ONE-HALF x BALL DEPTH. DIAMETER TO EQUAL TWO x BALL DIA.
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SOIL BACKFILLED AND SETTLED WITH THOROUGH WATERING
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TOP SOIL TAMPERED TO PREVENT SETTLEMENT
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12" THICK " CLEAN, SCREENED, WASHED, UNIFORM (WELL 34" CLEAN, SCREENED, WASHED, UNIFORM (WELL SORTED, LIMITED FINES) CRUSHED STONE, ON TOP OF MIRAFI ON TOP OF MIRAFI 140N FILTER FABRIC TO ASSURE SUB-BASE SEPARATION
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ROUNDED TROWELED OR " SAWCUT 18" SAWCUT JOINTS ( " DEPTH OF SLAB 14" DEPTH OF SLAB MINIMUM), FILL WITH JOINT SEALANT
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18" SAWCUT JOINTS ( " 14" DEPTH OF SLAB MINIMUM), FILL WITH JOINT SEALANT
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14" TO " PREMOLDED FILLER SEAL 12" PREMOLDED FILLER SEAL W/ SIKA FLEXIBLE JOINT SEALANT
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EXIST. GRADE CAN BE UTILIZED AS BASE IF PROPER COMPACTION IS ASSURED
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- SHALL NOT BE SPACED MORE THAN 25' o.c. - REQ'D AT ALL INTERSECTIONS - INSTALL AGAINST BUILDING AT APPLICABLE LOCATIONS
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ALL CONCRETE MUST BE 4000 PSI, 5-7% AIR ENTRAINED, FIBER REINFORCED WITH CONTROL JOINTS EVERY 5' AND EXPANSION JOINTS EVERY 25'. ALL CONTROL JOINTS WILL BE MADE WITH JOINTING TOOL TO A DEPTH OF 1/4 OF THE SIDEWALK DEPTH. EXPANSION MATERIAL WILL ALSO BE USED AROUND MANHOLE COVERS, UTILITY POLES, ETC. A PROTECTIVE COATING OF SILANE-SILOXANE SHALL BE APPLIED TO ALL EXPOSED SURFACES. THREE DAYS AFTER APPLICATION, THE ENGINEER WILL TEST THE PRODUCT. IF THE TEST COMES OUT NEGATIVE, THE CONTRACTOR WILL INSTALL A SECOND COAT OF THE PRODUCT. CURING COMPOUNDS WILL NOT BE PERMITTED UNLESS DIRECTED BY THE ENGINEER. ALL SIDEWALKS WILL HAVE A LIGHT BROOM FINISH TRANSVERSE TO THE WALKING PATH. AFTER STRIPPING FORMS, THE SUBGRADE ON THE SIDES OF THE CONCRETE WILL BE BROUGHT UP EVEN WITH THE BOTTOM OF THE SIDEWALK OR 5" FROM THE TOP WHICHEVER IS LESS. DISTURBANCE OF LOAM MORE THAN 12" WIDE ON EITHER SIDE OF THE FINISHED SIDEWALK WILL NOT BE PAID FOR UNLESS DIRECTED BY THE ENGINEER. A TRUE 4" OF LOAM WILL BE PLACED ON ALL DISTURBED AREAS. HANDICAPPED RAMPS AT STREET CORNERS SHALL BE 6" DEEP.
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AREA TO BE LOAMED AND SEEDED
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4" THICK x 5' WIDE CONCRETE SIDEWALK
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8" THICK COMPACTED CRUSHED GRAVEL BASE
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UNDISTURBED (OR RECOMPACTED) EXISTING SOIL
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1) DAMAGED OR IMPACTED CURB IS TO BE REPLACED AT THE CONTRACTORS OWN DAMAGED OR IMPACTED CURB IS TO BE REPLACED AT THE CONTRACTORS OWN EXPENSE, UNLESS OTHERWISE NOTED ON PLAN. 2) CLASS B CONCRETE FILL SHALL BE PLACED IN VOIDS IN FRONT, BEHIND, CLASS B CONCRETE FILL SHALL BE PLACED IN VOIDS IN FRONT, BEHIND, AND BELOW CURBING PRIOR TO INSTALLATION OF GRAVEL BACKING AND FINISH GRADE WEARING COURSE PAVEMENT.
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12" JOINT FILLER
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NH STANDARD 5"x17" VERTICAL GRANITE CURB
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FINISHED GRADE WEARING COURSE (SEE PAVEMENT DETAIL)
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CONCRETE FILL
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12"
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(OR MATCH EXISTING)
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CRUSHED GRAVEL
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TIP DOWNS AT CURB-DRIVEWAY INTERFACE ARE TO BE SLOPED AT 1":12"
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INSTALL CONCRETE IF CURB INSTALLED AFTER BINDER
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VARIABLE SLOPE
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12"
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18"
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X
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X
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X
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X
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X
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X
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X
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X
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X
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X
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#4 BARS @ 32" o.c.
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(2) #4 BARS
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NON-FROST SUSCEPTIBLE FILL
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1
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1
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GRASS OR CONCRETE SIDEWALK
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1" TOP COURSE, ROLLED BITUMINOUS CONCRETE 2" BINDER COURSE, ROLLED
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6" PROCESSED GRAVEL (NH TYPE 304-3)
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12" BANK RUN GRAVEL (NH TYPE 304-2)
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18"
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BIORETENTION MEDIA 20-30% TOP SOIL 20-30% MULCH 50-55% SAND
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COARSE GRAVEL 4-6" COARSE CLEAN STONE
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6" PONDING AREA
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18"
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NOTES: 1) MINOR CONFIGURATION ADJUSTMENTS CAN BE ALLOWED IF DESIGN PROFESSIONALS ARE CONSULTED. 2) DO NOT PLACE RAIN GARDEN INTO SERVICE UNTIL SITE HAS BEEN FULLY STABILIZED.
6) NO VEHICLES SHALL PASS OVER SEPTIC TANK OR ABSORPTION BED.
NOTES
2)
4"-6" SEEDED LOAM
LEACHING FIELD CROSS-SECTION
SEE PLAN FOR LAYOUT
N.T.S.
MAINTENANCE REQUIRED:
RECOMMEND CLEANING SEPTIC TANK AT
LEAST ONCE EVERY 2 YEARS
TOWN OF MADBURYTAX MAP 7, LOT 13B & 14
TOWN HALL ROADMADBURY, NH 03823
5) ALL LATERALS ARE TO EXIT DISTRIBUTION BOX AT SAME LEVEL.
4) ALL LATERALS ARE TO BE JOINED AT ENDS.
3) JOINTS ARE TO BE BELLED PVC OR STANDARD SLIP COLLARS.
PERFORATED PIPE IS TO BE LAID LEVEL.
1) SEE PLAN FOR LOCATION AND ORIENTATION OF BED.
NOT TO SCALE
FILTER FABRIC OR 2"-3" COMPACTED HAY/STRAW
UNIFORM
STONE
5'-0" C.C. TYP.
WASHED CRUSHED
6"-12" CLEAN BACKFILL
2'-6"
"
2
1
1
12
FOUNDATION
0.25"/FT
EL. 200.75
A
MIN. SLOPE
B
FOUNDATION T.O.C.: ± 204.5
BUILDING OUT: 202.0
SEPTIC TANK IN: 200.75
SEPTIC TANK OUT: 200.50
D-BOX IN: 200.20
D-BOX OUT: 200.10
KEY ELEVATIONS
4" SCH 40 PVC
PIPE INDEX
A
Seal & grout septic tank
EFFLUENT DISPOSAL SYSTEM
CROSS SECTION
NOT TO SCALE
1250 GAL AJ FOSS SEPTIC
TANK OR EQUAL
T.O.C. EL. ±204.5
SEE PLAN FOR LAYOUT
SYSTEM PROFILE
EXTENSION
5' FILL
N.T.S.
EL. 200.20 EL. 200.10
MEDIUM TO COARSE SAND FILL
EL. 199.10
BOTTOM OF SYSTEM
EXTENSION
5' FILL
FINISH GRADE: 202.25
31'-0"
MIN. SLOPE 0.125"/FT
EL. 200.50
EL. 202.00
GRADE EL. ±203.5
Install Distribution Box with 4
Outlet min.
LOAM (SEEDED)
3:1 SLOPE
SLAB
4" SDR 26B
3 4
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MADBURY RD
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TOWN HALL RD
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CHERRY LN
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HAYES RD
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MILL HILL RD
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OLD STAGE RD
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SITE
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ROUTE 155
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TP 1
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TP 2
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TP 4
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TP 6
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TRAIL
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TRAIL
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206
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204
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CB2
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CB3
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20' RIGHT OF WAY
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204
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N/F TOWN OF MADBURY TAX MAP 7, LOT 3B SCRD 1336-190
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32
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33
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34
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35
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36
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37
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40
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44
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48
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N 41°00'34" E
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238.25'
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24' WIDE MANEUVERING AISLE
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24' WIDE MANEUVERING AISLE
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PROPOSED SEPTIC. SEE NOTE 2
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F
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E
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46
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TP 3
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208
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204
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203x5
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18" DRIP EDGE (TYP.)
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206
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203x5
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203x2
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202x85
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75' PROTECTIVE WELL RADIUS
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PROPOSED LOCATION OF WELL
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W
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203x50
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204
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202x15
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202x10
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202x25
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203x1
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202
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CB A
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203x5
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FIRST FLOOR ELEV. = 204.5'
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PROPOSED LIBRARY
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FRONT CANOPY
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4'x4' CONCRETE LANDING FOR EXT. DOOR EL. 204.00' (TYP.)
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RELOCATED STREET LAMP A
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LIMIT OF DISTURBANCE
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CB B
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STEEL STAKE
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202
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202
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202x25
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201
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EXISTING PAVEMENT TO REMAIN
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202x75
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204x5
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203x00
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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CONCRETE SIDEWALK
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GRASSED AREA
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5.5' x25.5' BIKE RACK FOUNDATION
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202x60
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202x65
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ST
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%%UNOTES
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PLOT PLAN
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PLOT PLAN
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PLOT PLAN
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PLOT PLAN
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PLOT PLAN
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Is Assumed
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SCALE: 1 inch = 20 feet
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Elevation of Benchmark
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LOCATION MAP
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TEST PIT #2 Date:12-8-09 *Observed Ground Water @ NONE *Roots @ NONE @ NONE *Seasonal High Ground Water (Mottling) @ NONE
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SOIL DATA: Performed on 12-8-2009 by: BRUCE POHOPEK BRUCE POHOPEK Witnessed by
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TEST PIT #1 Date: 12-8-09 12-8-09 *Observed Ground Water @ NONE NONE *Roots @ NONE NONE *Seasonal High Ground Water (Mottling) @ NONE NONE PERC TEST # 1 Date: 10-30-87 Performed By: BRUCE POHOPEK Depth: 36" Rate: 2 MIN/INCH36" Rate: 2 MIN/INCH Rate: 2 MIN/INCH2 MIN/INCH
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(603) 433-7560
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DATE
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DATE
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DESIGNED: DDD 8-23-2018
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DRAWN: DDD 8-23-2018
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DWG. NO.
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CHECKED: AR 8-23-2018
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03801
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1) OWNER OF RECORD: OWNER OF RECORD: TOWN OF MADBURY TOWN HALL ROAD MADBURY, NH 04823 TAX MAP 7, LOTS 13B & 14 SCRD 1003-337, SCRD 1853-754 2) THE PURPOSE OF THIS PLAN IS TO SHOW THE PROPOSED SEPTIC SYSTEM FOR THE NEW LIBRARY. 3) LOT LOADING DESIGN FLOW FOR A TOWN OFFICE 15 GPD PER OFFICE STAFF + 5 GPD PER TRANSIENT 15 GPD (2 EMPLOYEES) + 5 GPD (85 TRANSIENTS) = 455 GPD LOADING FROM SITE = 455 GPD 4) THIS DRAWING DOES NOT REPRESENT A BOUNDARY SURVEY. CONTRACTOR TO ASSURE PROPERTY LINE LOCATION.
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35"-51"
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13"-35"
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0"-13"
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10YR 5/6 MEDIUM GRAVEL
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2.5YR 4/4 FINE SILTY LOAM
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2.5YR 5/5 FSL
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SYSTEM DESIGN DATA Building Type: TOWN OFFICE TOWN OFFICE Sewage Load: 455 GPD Garbage Disposal: NO 455 GPD Garbage Disposal: NO Garbage Disposal: NO NO Type of Cellar: SLAB ON GRADE Foundation Drains: NO SLAB ON GRADE Foundation Drains: NO Foundation Drains: NO NO Septic Tank Required: 1250 GAL. 1250 GAL. Distribution Box: 4 OUTLET 4 OUTLET Leach Bed Requirements: Area Required: 617 s.f. , Area Provided: 620 s.f. 617 s.f. , Area Provided: 620 s.f. s.f. , Area Provided: 620 s.f. 620 s.f. s.f. Sewage Pump: No No Drinking Water: WELL WELL Well Installed Prior to 1989: NO NO Nearest Abutting Well: N/A N/A Hydric Soils: >> 50 FT Away To Hydric B Soil >> 50 FT Away To Hydric B Soil Away To Hydric B Soil B Soil Soil Nearest Surface Water: >> 75 FT Away >> 75 FT Away Away
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GENERAL NOTES 1) System to be installed in accordance with state and local regulations. 2) Pipes shall be designed for H-10 LIVE LOADING. No Vehicular or livestock travel nor snow removal allowed in area of system. 3) All 4 inch PVC pipe shall be as shown in cross section. Pipe outside leaching area shall be watertight. All joints, inlets, outlets, etc. to be sealed with a non-shrink grout, "water-plug" or equal. 4) In event of future system failure, replacement system shall be built in the same location as the original system after contaminated materials have been removed. 5) All pre cast units, (tanks, D-boxes) shall be manufactured by A.J. Foss or equal. 6) This plan does not represent a boundary survey. 7) Boundary information taken from plan entitled: "Boundary Survey & "Boundary Survey & Boundary Survey & Existing Conditions" by this office, to be recorded. 8) Record deed: BK 2705 PG 2884 BK 2705 PG 2884 9) equalizer flow inserts shall be installed in distribution box outlets. 10) installer advised to contact dig safe prior to construction. 11) do not install system on frozen ground or leave system uncovered for extended periods of time. 12) This document is for the construction of the effluent disposal system shown. anyone using information from this document for any other purpose does so at their own risk. 13) System must be constructed in accordance with env-ws 1000. "approval for construction" is valid for 4 years from date of issue. SITE PREPARATION: 1) Check Design intent and verify the elevation of existing ground-upslope side before disturbing site. Contact the designer should any discrepancy occur. 2) Remove all trees, brush, boulders, and debris from the leach field site. 3) Remove topsoil. Leave subsoil in place. Do not compact subsoil with machinery; scarify as needed before filling. 4) Fill 6" under leaching area, around pipes, and fill extension with medium to coarse textured sand (NH DES Specifications). 5) Sand fill to be pushed onto prepared surface from the side. 6) Fill for backfiling shall be clean, permeable fill, free of stones larger than 6 inches. 7) Side slope of fill 3:1, (3' horizontal for every 1' vertical). 8) Place 6 inches of loam as a blanket on side slopes where required. 9) Entire disturbed area shall be loamed and seeded as soon as possible after backfilling to prevent erosion. 10) Backfill depth over system to be 6 to 12 inches. 11) Final grading shall provide for drainage of surface runoff away from leaching area. OPERATION AND MAINTENANCE: 1) System is not designed to handle discharge from a hot tub or similar large volume water use. 2) Every system's design capacity is limited. Careful and reasonable water use is required to maximize the system's life. 3) Do not dispose of grease, chemicals, solvents, etc. via this system. 4) Septic tank must be pumped by a licensed hauler at least every two years. Keep pumping receipts as proof of maintenance. Check tank yearly. If sludge and surface scum exceed 1/3 of liquid depth, have the tank pumped. 5) Do not allow vehicular traffic over any component of the system unless the system unless that structure is designed to withstand an H-20 wheel load.
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NORTH
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PLOT PLAN
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PLOT PLAN
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PLOT PLAN
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PLOT PLAN
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PLOT PLAN
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PLOT PLAN
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PLOT PLAN
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PLOT PLAN
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NOT TO SCALE
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PORTSMOUTH, NEW HAMPSHIRE
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PROJECT NO. 15-092
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SUBSURFACE DISPOSAL SYSTEM
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ROSS ENGINEERING
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909 ISLINGTON STREET
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SCALE: 1":20'
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DATE
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1 of 1
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LOCATION: County: STRAFFORD Town: MADBURY STRAFFORD Town: MADBURY Town: MADBURY MADBURY Subdivision Title:"MADBURY, N.H., JOHN S. ELLIOT TO TOWN OF MADBURY, N.H., JOHN S. ELLIOT TO TOWN OF MADBURY" BY G.L. DAVIS & ASSOCIATES DATED AUGUST 1976 NH Subdivision Approval No.:200503580 200503580 Tax Map: 7 Lot No. 13B Deed: BK 1003 PG 337 7 Lot No. 13B Deed: BK 1003 PG 337 Lot No. 13B Deed: BK 1003 PG 337 13B Deed: BK 1003 PG 337 Deed: BK 1003 PG 337 BK 1003 PG 337 CLIENT: TOWN OF MADBURY
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NORTH
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Maintain at least 48" above the seasonal high water table and 5' above ledge or impermeable substratum by constructing the leach bed bottom at elevation 199.60', 199.60', , which is approximately 3.15' BELOW grade on the high 3.15' BELOW grade on the high BELOW grade on the high BELOW grade on the high grade on the high contour of the designed effluent disposal area.
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%%UDESIGN INTENT
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12"-38"
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0"-12"
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10YR 5/6 MEDIUM SAND
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10YR 4/6 FSL
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5) LOT LOADING REGULATIONS (ENV-WQ 1008.01): LOT SIZE = Q(GPD) / 2000(GPD/ACRE) X FACTOR Q(GPD) = LOT SIZE X 2000(GPD/ACRE) / FACTOR ENV-WQ 1005.03M TABLE 1005-1 NH DES SOIL GROUP: 1 HYDROLOGIC SOIL GROUP: B FACTOR = 1.0 LOT LOADING CALCULATION: 1.34(ACRES) X 2000(GPD/ACRE) / 1.0 = 2680 GPD MAXIMUM ALLOWABLE LOADING = 2680 GPD PROPOSED LOADING = 455 GPD
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51"-72"
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10YR 5/6 FINE SAND
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TEST PIT #3 Date:12-8-09 *Observed Ground Water @ NONE *Roots @ NONE @ NONE *Seasonal High Ground Water (Mottling) @ NONE
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36"-62"
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21"-36"
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0"-21"
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2.5YR 4/4 LOAMY SAND
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2.5YR 5/4 FINE SILTY LOAM
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10YR 5/8 FSL
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38"-72"
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10YR 5/6 MEDIUM SAND
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GRAPHIC SCALE
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0
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( IN FEET )
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SCALE: 1" = 20'
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10
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80
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20
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20
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40
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62"-72"
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2.5YR 5/4 MEDIUM SAND
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PRELIMINARY
1
2
Scale : 14"=1'-0"FOUNDATION PLAN
A
BS3
S3
3 4
Scale: 1"=1'-0"1SECTION
Scale: 1"=1'-0"2SECTION
Scale: 1"=1'-0"3SECTION
Scale: 1"=1'-0"4SECTION
DRAWING:SHEET:SCALE:JOB #:
REV
.R
OSS
(603
) 433
-756
0Po
rtsm
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, NH
038
0190
9 Is
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PREPARED FOR:
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20/2
018
3R
EVIS
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LAN
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28/2
018
4R
EVIS
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2018
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2018
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DET
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N
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AREA OF 30" WIDE x 12" THICKENED SLAB ALIGN WITH BEARING WALL ABOVE
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5" SLAB W/ 6x6-W2.9xW2.9 W.W.F OVER 10 MIL 'STEGO WRAP' VAPOR BARRIER & CRUSHED STONE
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SLAB FOUNDATION
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AREA OF 1" DEPRESSED AND THICKENED SLAB AT ENTRY FOR FLUSH WALK OFF MAT SYSTEM TO FILL ENTRY VESTIBULE. CONTRACTOR TO VERIFY LOCATION AND DIMENSIONS.
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AREA OF 24" WIDE x 12" THICKENED SLAB ALIGN WITH BEARING WALL ABOVE
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4'-0"x 4'-0" CONCRETE SLAB AT EXTERIOR DOORS EXTEND TO 12" BELOW FINISH GRADE
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X
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X
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X
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8" THICK WALL
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#4 BAR CONTINUOUS @ TOP
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X
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X
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TYPICAL FOUNDATION SECTION @ ALL EXTERIOR WALL OPENINGS
5" SLAB W/ 6X6-W2.9XW2.9 W.W.F OVER 10 MIL 'STEGO WRAP' VAPOR BARRIER & CRUSHED STONE
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24
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6
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#4 BARS @ 32" o.c.
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10" CRUSHED STONE OR GRAVEL WRAPPED IN GEOTEXTILE
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4"® FOUNDATION DRAIN (TYP)
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SILL GASKET
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MASTIC MEMBRANE STRIP
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2" RIGID INSULATION
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RODENT PROTECTION
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(1) 2x6 PT SILL PLATE
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12" THERMAL BREAK BETWEEN SLAB AND FOUNDATION
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SLAB
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THICKENED SLAB
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1
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1
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5" SLAB W/ 6X6-W2.9XW2.9 W.W.F OVER 10 MIL 'STEGO WRAP' VAPOR BARRIER & CRUSHED STONE
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#4 BARS @ 16" o.c.
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12"xl2" ANCHOR @ 32" o.c. MAX
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(2) 2x6 PT PLATE
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BEARING WALL SEE PLAN
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(3) #4 BARS CONTINUOUS
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CONTINUE SHEATHING UP TO RAFTER PLATES
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8" THICK WALL
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#4 BAR CONTINUOUS @ TOP
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(3) #4 BARS
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GRADE VARIES
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ENTRY DOOR AND THRESHOLD AS PER ARCHITECTURAL PLANS
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(2) #4 BARS HORIZONTAL @ TOP, MIDDLE, & BOTTOM
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#4 BARS @ 32" o.c. VERTICAL
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5" THICKENED SLAB FOR 1" ENTRY MAT W/ 6X6-W2.9XW2.9 W.W.F OVER 10 MIL 'STEGO WRAP' VAPOR BARRIER & CRUSHED STONE
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24
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6
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#4 BARS @ 32" o.c.
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10" CRUSHED STONE OR GRAVEL WRAPPED IN GEOTEXTILE
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4"® FOUNDATION DRAIN (TYP)
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2" RIGID INSULATION
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8
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30
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#4 BAR @ 32" o.c.
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1" ENTRY MAT AS PER ARCHITECTURAL PLANS
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5" SLAB W/ 6X6-W2.9XW2.9 W.W.F OVER 10 MIL 'STEGO WRAP' VAPOR BARRIER & CRUSHED STONE
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2" RIGID INSULATION
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1" ENTRY MAT AS PER ARCHITECTURAL PLANS
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AS NOTED
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15-092
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JAY
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JAY
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11-09-2018
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AR
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MAYPENNY|MURPHY AR... 96 PENHALLOW ST. PORTSMOUTH, NH 03801
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11-09-2018
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11-09-2018
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OF 6
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2:122:12
15
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21
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2
Refer to Architectural Plans for All DimensionsScale : 116"=1'-0"
ROOF PLAN
A
B
Scale : 14"=1'-0"ROOF FRAMING PLAN
S3
S3
Scale : 12"=1'-0"CANOPY FRAMING DETAIL
DRAWING:SHEET:SCALE:JOB #:
REV
.R
OSS
(603
) 433
-756
0Po
rtsm
outh
, NH
038
0190
9 Is
lingt
on S
t.&
Sur
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ivil/
Stru
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al E
ngin
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ISIO
N H
ISTO
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DES
CR
IPTI
ON
DA
TEC
HK
MA
DB
UR
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CHECKED BY:
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DESIGNED BY:
PREPARED FOR:
NEW
HA
MPS
HIR
E
MA
DB
UR
Y L
IBR
AR
Y1
PREL
IMIN
AR
Y8/
23/2
018
2R
EVIS
ED P
LAN
S9/
20/2
018
3R
EVIS
ED P
LAN
S9/
28/2
018
4R
EVIS
ED P
LAN
S10
/11/
2018
5R
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LAN
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/09/
2018
S2
PRO
POSE
D F
RA
MIN
G
N
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2-2x12 FLUSH HEADER
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2-2x12 FLUSH HEADER
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P1 DOWN
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P1 DOWN
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P1 DOWN
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AREA OF OVERFRAME
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AREA OF OVERFRAME
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P1 DOWN
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SEE CANOPY FRAMING DETAIL
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P1 DOWN
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P1 DOWN
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P1 DOWN
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P1 DOWN
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4-1 "x20" LVL HEADER34"x20" LVL HEADER
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4-1 "x20" LVL HEADER34"x20" LVL HEADER
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- INTERIOR 2x4 (min) BEARING WALLS
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CEILING FRAMING IN THIS AREA ONLY (SEE ARCHITECTURAL PLANS)
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TYPE OF POST
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*ASSURE POSITIVE ATTACHMENT AT ALL POST TO BEAM CONNECTIONS
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COLUMN SCHEDULE
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P1
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3-2x6 JACK STUDS
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P2
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5 "x5 " VERSALAM POST12"x5 " VERSALAM POST12" VERSALAM POST VERSALAM POST
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PD/PU/PUD#
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**PD#, PU#, AND PUD# REFER TO POST-DOWN, POST-UP, AND POST-UP & -DOWN RESPECTIVELY
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P1 DOWN
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P1 DOWN
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P1 DOWN
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2-2x12 FLUSH HEADER ABOVE
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2-2x10 FLUSH BEAM
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4-1 "x9 " FLUSH BEAM IN WALL34"x9 " FLUSH BEAM IN WALL14" FLUSH BEAM IN WALL
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2x8 LEDGER
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2x8 LEDGER
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2x10 LEDGER
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MEMBER
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SIMPSON HANGER
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BEAM & JOIST HANGER SCHEDULE
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FACE
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JOIST
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2x10 RAFTERS
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LSSU210
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9-10D
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7-10Dx1 12
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2-2x10 RAFTERS
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HUC210-2
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8-16D
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6-16D
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2x8 RAFTERS
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LSSU28
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9-10D
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5-10Dx1 12
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2x6 RAFTERS
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LUS26
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4-10D
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4-10D
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AS NOTED
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15-092
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JAY
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JAY
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11-09-2018
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AR
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MAYPENNY|MURPHY AR... 96 PENHALLOW ST. PORTSMOUTH, NH 03801
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11-09-2018
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11-09-2018
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OF 6
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2
Scale : 14"=1'-0"SECTION A
Scale : 14"=1'-0"SECTION B Scale : 12"=1'-0"
CANOPY SECTION DETAIL
Scale: 1"=1'-0"LEDGER TO WOOD DETAIL
DRAWING:SHEET:SCALE:JOB #:
REV
.R
OSS
(603
) 433
-756
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038
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CHECKED BY:
DRAFTED BY:
DESIGNED BY:
PREPARED FOR:
NEW
HA
MPS
HIR
E
MA
DB
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IBR
AR
Y1
PREL
IMIN
AR
Y8/
23/2
018
2R
EVIS
ED P
LAN
S9/
20/2
018
3R
EVIS
ED P
LAN
S9/
28/2
018
4R
EVIS
ED P
LAN
S10
/11/
2018
5R
EVIS
ED P
LAN
S11
/09/
2018
S3
SEC
TIO
NS
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2x12 RAFTERS @ 16"o.c.
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4-1 "x20" LVL HEADER34"x20" LVL HEADER
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4-1 "x20" LVL HEADER34"x20" LVL HEADER
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30" WIDE x 12" THICKENED SLAB FOR BEARING WALL
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12
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15
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12
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SCISSOR TRUSSES BY OTHERS
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SCISSOR TRUSSES BY OTHERS
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2x8 CEILING JOISTS @ 16"o.c.
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BLOCKING AT RAFTERS
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CONTINUE SHEARWALL SHEATHING FROM BASE PLATE TO RAFTER PLATES
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LL=20psf STORAGE
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HURRICANE CLIPS AS PER TRUSS MANUFACTURER
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2X4 CRIPPLE WALL AT ROOF GABLE
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H2.5A HURRICANE CLIPS @ EA. RAFTER (TYP.)
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(3) 1 "x5 " VL 3100 12"x5 " VL 3100 12" VL 3100 KING STUDS EITHER SIDE OF OPENINGS
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DOUBLE 2x6 SPF#2 @ 16"o.c.
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(3) 1 "x5 " VL 3100 12"x5 " VL 3100 12" VL 3100 KING STUDS EITHER SIDE OF OPENINGS
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DOUBLE 2x6 SPF#2 @ 16"o.c.
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2x8 LEDGER (SEE DETAIL)
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15
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2x8 BEARING WALLS
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2x6 CEILING JOISTS @ 16"o.c.
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LL=40psf MECHANICAL
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2x6 LEDGER (SEE DETAIL)
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24" WIDE x 12" THICKENED SLAB FOR BEARING WALL
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4'-0"x 4'-0" CONCRETE SLAB AT EXTERIOR DOORS EXTEND TO 12" BELOW FINISH GRADE
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CEILING FRAMING ABOVE RESTROOMS AND CORRIDOR (SEE ARCHITECTURAL PLANS)
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2-2x12 FLUSH HEADER
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12
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2
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2x12 RAFTERS @ 16"o.c.
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2x12 RAFTERS @ 16"o.c.
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SHEATHED CRIPPLE WALL SUPPORTING RAFTERS
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4-1 "x20" HEADER34"x20" HEADER
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2x10 @ 12"o.c.
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2-2x12 FLUSH HEADER
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THICKENED SLAB BEYOND
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SEE CANOPY SECTION DETAIL
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AREA OF 1" DEPRESSED AND THICKENED SLAB AT ENTRY FOR FLUSH WALK OFF MAT SYSTEM (SEE PLANS)
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4-1 "x9 " LVL CANTILEVER 34"x9 " LVL CANTILEVER 14" LVL CANTILEVER BEAM IN WALL FOR CANOPY
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2-2x12 FLUSH HEADER
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2x12 RAFTERS @ 16"o.c.
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2x10 RAFTERS @ 12"o.c.
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4-1 "x9 " LVL34"x9 " LVL14" LVL
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THICKENED SLAB BEYOND
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2-2x10 RIM BEAM
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AREA OF 1" DEPRESSED SLAB AT ENTRY FOR FLUSH WALK OFF MAT SYSTEM (SEE PLANS)
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2x LEDGER TO MATCH LEDGER TO MATCH SUPPORTED JOISTS
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SEE HANGER SCHEDULE
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2-5" LedgerLOK @ 16" O.C. ASSURE 3" EMBEDMENT
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AS NOTED
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15-092
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JAY
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JAY
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11-09-2018
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AR
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MAYPENNY|MURPHY AR... 96 PENHALLOW ST. PORTSMOUTH, NH 03801
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11-09-2018
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11-09-2018
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OF 6
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3
Refer to Architectural Plans for All DimensionsScale : 14"=1'-0"
SHEARWALL PLAN
Scale : 12"=1'-0"WALL SHEATHING NAILING PATTERN
DETAIL HDU5Scale : 1"=1'-0"
DRAWING:SHEET:SCALE:JOB #:
REV
.R
OSS
(603
) 433
-756
0Po
rtsm
outh
, NH
038
0190
9 Is
lingt
on S
t.&
Sur
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ngC
ivil/
Stru
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al E
ngin
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g EN
GIN
EER
ING
REV
ISIO
N H
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RY
DES
CR
IPTI
ON
DA
TEC
HK
MA
DB
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Y
CHECKED BY:
DRAFTED BY:
DESIGNED BY:
PREPARED FOR:
NEW
HA
MPS
HIR
E
MA
DB
UR
Y L
IBR
AR
Y1
PREL
IMIN
AR
Y8/
23/2
018
2R
EVIS
ED P
LAN
S9/
20/2
018
3R
EVIS
ED P
LAN
S9/
28/2
018
4R
EVIS
ED P
LAN
S10
/11/
2018
5R
EVIS
ED P
LAN
S11
/09/
2018
S4
SHEA
R W
ALL
S
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HDU5
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HDU11
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HDU11
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HDU5
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HDU5
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HDU11
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HDU11
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HDU5
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HDU5
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HDU11
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HDU5
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HDU11
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HDU5
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HDU5
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HDU11
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HDU11
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SEE SECTION A FOR WALL FRAMING 2x6 SPF#2 @ 16"o.c. ALL ELSEWHERE
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EDGE SPACING
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SHEAR WALL SCHEDULE
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SHEAR WALL
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FRAMING
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SHEATHING
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FASTENER
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FIELD SPACING
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END POST
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2x6 @ 16" o.c.
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ALL
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1532" OSB
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4" o.c.
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8d NAIL
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8" o.c.
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(3) 2x6
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NOTE: NO PLYWOOD JOINTS SHALL OCCUR WITHIN 2 FT OF PLATE LINE. ALL NAILS TO BE DRIVEN IN FLUSH W/ PLYWOOD SURFACE. DO NOT FRACTURE SURFACE OF SHEATHING W/ NAIL HEADS. APPLIES TO ALL EXTERIOR WALLS AND SPECIFIED INTERIOR WALLS
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WALL STUD
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1532" CDX OR " 12" ZIPBOARD APA RATED SHEATHING
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SOLID BLOCKING PANEL SUPPORT
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8D NAILS @ 4" O.C. FASTENER EDGE SPACING.
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8D NAILS @ 8" O.C. FASTENER FIELD SPACING
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2-2X6 P.T. SILL PLATE W/ " X 12" 12" X 12" ANCHOR BOLTS @ 48" O.C. 48" O.C.
- All TrussLok screws may be installed from one side of multi-ply Versa-Lam beams. - Bring underside of washer-head flush with wood surface. Do not countersink.
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See Note 3
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End Bearing
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1/3 Span
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Intermediate Bearing
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1/3 Depth
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NOTES: 1. Square and rectangular holes are NOT permitted. Square and rectangular holes are NOT permitted. 2. Round holes may be drilled or cut with a hole saw anywhere Round holes may be drilled or cut with a hole saw anywhere within the hatched area of the beam. 3. The horizontal distance between adjacent holes must be at The horizontal distance between adjacent holes must be at least two times the diameter of the larger hole. 4. Do not drill more than three access holes in any four foot Do not drill more than three access holes in any four foot long section of beam. 5. The maximum round hole diameter permitted is: The maximum round hole diameter permitted is: 6. These limitations apply to holes drilled for plumbing or These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are governed by the provisions of the National Design Specification® for Wood Construction. 7. Beams deflect under load. Size holes to provide Beams deflect under load. Size holes to provide clearance where required. 8. This hole chart is valid for beams supporting uniform load This hole chart is valid for beams supporting uniform load only. For beams supporting concentrated loads or for beams with larger holes, contact Boise® EWP Engineering.
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Beam Depth
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Maximum Hole Diameter
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5 1/2"
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7 1/4"
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9 1/4" +
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3/4"
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1"
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2"
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1/3 Span
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1/3 Depth
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1/3 Depth
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%%UNOTE:
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PROVIDE SCHEDULE
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OF OPENINGS
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BARS SHOWN ARE IN ADDITION
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TO WALL TYP. REINFORCEMENT
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(TYPICAL)
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2-#5 (ONE EACH FACE)
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AT DOORS, WINDOWS AND
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END WALLS.
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2-#5 ADDED.
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2-#5 @ END
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EACH SIDE OF OPENINGS
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TOP OF WALL
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OPENINGS 8"IN
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DIA OR GREATER,
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40 STEEL PIPE
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SLEEVE 2" LARGER
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THAN UTILITY LINE.
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%%UNOTE:%%U AT
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2'-0"
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(TYP.)
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BEND TOP BARS
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BEYOND EDGE
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EDGES.
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CHAMFERED
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2'-0" MINIMUM
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2'-0" MINIMUM
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(TYPICAL)
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LARGER SIZE.
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WHEN SIZE OF BARS
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ARE DIFFERENT LAP
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BARS AS SHOWN.
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MATCH HORIZONTAL
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BAR SIZE AND SPACING.
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PROVIDE HORIZONTAL
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MAXIMUM SPACING IS 24'-0"
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BARS Ea. SIDE OF JOINT
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ADDITIONAL VERTICAL
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JOINT EACH SIDE
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MINIMUM
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3/4"x3/4" CHAMFERED
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WHEN SIZE OF BARS
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@ JOINT
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HORIZONTAL REBARS
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DISCONTINUE HALF
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SIZE AND SPACING.
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2'-0" MINIMUM
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1'-0"
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JOINT EACH SIDE
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WATERSTOP
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AS REQUIRED
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3/4"x3/4" CHAMFERED
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INSIDE FACE
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OUTSIDE FACE
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2x4 KEYWAY
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40 BAR DIA.
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LAP LARGER SIZE.
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ARE DIFFERENT
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BARS AS SHOWN.
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MATCH HOR BAR
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PROVIDE HORIZONTAL
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(GREASE END IN SECOND POUR)
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STEEL ROD @ 2'-0" O.C.
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3/4"%%C x 2'-0" LONG SMOOTH
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@ 3'-0" O.C. EACH WAY.
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CONCRETE BRICK SUPPORTS
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(ë" DEPTH OF SLAB
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DISCONTINUE REINF.
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AT JOINT
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CONSTRUCTION JOINT
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TOOLED "V" JOINT AT
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(SEE PLAN FOR SIZE)
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WELDED WIRE FABRIC
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(SEE PLAN)
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CONCRETE SLAB
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JOINT SEALANT
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MINIMUM). FILL WITH
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é" SAWCUT JOINTS
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MAXIMUM
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3
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1
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SLOPE
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"T"
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"3xDEPTH"
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WALL REINFORCING
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MATCH HORIZONTAL
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MIN
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2'-0"
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MIN
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2'-0"
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"DEPTH"
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2'-0" MAX.
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FOOTER TO BEAR DIRECTLY ON SOIL AT ALL STEP LOCATIONS.
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PITCH REBAR TO MATCH TOPOGRAPHY
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APPLIES TO ALL BEAM POCKETS AS WELL
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OPENINGS 4'-0" & UP
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3-2x10 SPF (MIN)
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1-2x POST CONT
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1-2x POST
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OPENINGS UP TO 4'-0"
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SEE PLAN
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1-2x POST CONT
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3-2x POST (MIN) SEE PLAN
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OPENINGS 4'-0" & UP
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3-2x10 SPF (MIN)
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1-2x POST CONT
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1-2x POST
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OPENINGS UP TO 4'-0"
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SEE PLAN
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2-2x POST CONT
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2-2x POST (MIN) SEE PLAN
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2-2x4 ONE ROW 10d COMMON WIRE NAILS 3-2x4 ONE ROW 30d COMMON WIRE NAILS (STAGGERED) OR SIMPSON ë"x4ï"SDS STRONG DRIVE SCREWS
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2-2x6 TWO ROWS 10d COMMON WIRE NAILS 3-2x6 TWO ROWS 30d COMMON WIRE NAILS (STAGGERED) OR SIMPSON ë"x4ï"SDS STRONG DRIVE SCREWS
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UNLESS OTHERWISE NOTED
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UNLESS OTHERWISE NOTED
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AS NOTED
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15-092
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JAY
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JAY
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11-09-2018
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AR
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MAYPENNY|MURPHY AR... 96 PENHALLOW ST. PORTSMOUTH, NH 03801
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11-09-2018
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11-09-2018
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OF 6
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GENERAL NOTES: SCOPE OF ENGINEERING SERVICE: ROSS ENGINEERING IS ONLY RESPONSIBLE FOR THE STRUCTURAL DESIGN AND ENGINEERING AS SHOWN ON THESE DRAWINGS. THE INTENT OF THIS DRAWING SET IS TO DEPICT THE STRUCTURAL MEMBERS REQUIRED. SEE ARCHITECTURAL DRAWINGS BY MANYPENNY|MURPHY ARCHITECTURE FOR ADDITIONAL INFORMATION. GENERAL: 1. ALL WORK SHALL CONFORM TO THE FOLLOWING REFERENCE STANDARDS: ALL WORK SHALL CONFORM TO THE FOLLOWING REFERENCE STANDARDS: * "INTERNATIONAL BUILDING CODE" - 2009 EDITION. "INTERNATIONAL BUILDING CODE" - 2009 EDITION. * "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" - ASCE 7-10. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" - ASCE 7-10. * "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" - AC1 301-05. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" - AC1 301-05. * "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" - ACI 318-11. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" - ACI 318-11. * "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - AF&PA NDS-2005. "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - AF&PA NDS-2005. 2. ALL CONTRACTORS SHALL VERIFY AND COORDINATE ALL DIMENSIONS AND DETAILS RELATED ALL CONTRACTORS SHALL VERIFY AND COORDINATE ALL DIMENSIONS AND DETAILS RELATED TO THIS PROJECT. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED WORK. ANY CHANGES OR SUBSTITUTIONS OF MATERIALS OR DETAILS FROM THOSE INDICATED ON THE CONTRACT DOCUMENTS MAY BE MADE ONLY WITH PRIOR APPROVAL OF THE PROJECT ENGINEER. 3. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, COORDINATION OF OTHER TRADES AND THE TECHNIQUES TO PRODUCE A SOUND AND QUALITY PROJECT. SHORING IS THE RESPONSIBILITY OF THE CONTRACTOR. 4. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ALL JOB SAFETY DURING CONSTRUCTION ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ALL JOB SAFETY DURING CONSTRUCTION INCLUDING BUT NOT LIMITED TO SHEETING, SHORING, AND GUYING STRUCTURES, BARRIERS AND SIGNAGE. 5. ALL DETAILS AND NOTES SHOWN ON THE CONTRACT DOCUMENTS SHALL BE CONSIDERED ALL DETAILS AND NOTES SHOWN ON THE CONTRACT DOCUMENTS SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS EXCEPT WHERE SPECIFICALLY REQUIRED OTHERWISE. 6. NO MAIN FRAMING OR STRUCTURAL MEMBERS ARE TO BE MODIFIED, ALTERED, OR CUT WITHOUT NO MAIN FRAMING OR STRUCTURAL MEMBERS ARE TO BE MODIFIED, ALTERED, OR CUT WITHOUT THE APPROVAL OF THE PROJECT ENGINEER. STRUCTURAL LOADS: 1. LIVE LOADS LIVE LOADS - PER INTERNATIONAL BUILDING CODE - 2009 EDITION PER INTERNATIONAL BUILDING CODE - 2009 EDITION - LIVING SPACE..................................................................................................................... 40 PSF LIVING SPACE..................................................................................................................... 40 PSF - ATTIC SPACE (WITHOUT STORAGE)............................................................................ 10 PSF ATTIC SPACE (WITHOUT STORAGE)............................................................................ 10 PSF 2. SNOW LOADS SNOW LOADS PER INTERNATIONAL BUILDING CODE - 2009 EDITION AND MINIMUM PER INTERNATIONAL BUILDING CODE - 2009 EDITION AND MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES - ASCE 7-05 DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES - ASCE 7-05 - EXPOSURE.......................................................................................................................................... B EXPOSURE.......................................................................................................................................... B - GROUND SNOW LOAD...................................................................................................... 50 PSF GROUND SNOW LOAD...................................................................................................... 50 PSF - FLAT ROOF SNOW LOAD............................................................................................... 42 PSF FLAT ROOF SNOW LOAD............................................................................................... 42 PSF (ADDITIONAL ALLOWANCES FOR DRIFTING AND SLIDING SNOW) (ADDITIONAL ALLOWANCES FOR DRIFTING AND SLIDING SNOW) FOUNDATIONS: UNDATIONS: 1. FOUNDATION DESIGN IS BASED ON AN ASSUMED NET ALLOWABLE SOIL BEARING PRESSURE OF FOUNDATION DESIGN IS BASED ON AN ASSUMED NET ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. VARYING CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER PRIOR TO WORK BEING CARRIED OUT. IT IS RECOMMENDED THAT THE OWNER HIRE A CONSULTANT TO PERFORM SOIL BORINGS AND ASSOCIATED TESTING TO VERIFY THE ASSUMED VALUES. THE CONTRACTOR OR OWNER SHALL ASSUME ALL RESPONSIBILITY IF A GEOTECHNICAL ENGINEER IS NOT RETAINED. 2. FOUNDATIONS SHALL BE FOUNDED ON NATURALLY UNDISTURBED SOIL OR CONTROLLED FOUNDATIONS SHALL BE FOUNDED ON NATURALLY UNDISTURBED SOIL OR CONTROLLED STRUCTURAL FILL HAVING A NET ALLOWABLE BEARING CAPACITY OF 2000 PSF. 3. MAINTAIN CONTINUOUS CONTROL OF SURFACE AND SUBSURFACE WATER DURING CONSTRUCTION MAINTAIN CONTINUOUS CONTROL OF SURFACE AND SUBSURFACE WATER DURING CONSTRUCTION SUCH THAT FOUNDATION WORK IS IN DRY AND UNDISTURBED SUB-GRADE MATERIAL, AS APPLICABLE. 4. ALL FOOTINGS EXPOSED TO FROST TO BE PLACED AT A MINIMUM DEPTH OF 4'-0" BELOW FINISH ALL FOOTINGS EXPOSED TO FROST TO BE PLACED AT A MINIMUM DEPTH OF 4'-0" BELOW FINISH GRADE. ANY DISCREPANCIES OR ADJUSTMENTS TO THE FOOTING ELEVATIONS TO BE BROUGHT TO THE PROJECT ENGINEER PRIOR TO PLACEMENT OF CONCRETE. 5. ALL FOOTINGS SHALL BE CENTERED UNDER SUPPORTED STRUCTURAL MEMBERS UNLESS ALL FOOTINGS SHALL BE CENTERED UNDER SUPPORTED STRUCTURAL MEMBERS UNLESS OTHERWISE NOTED ON THE DRAWINGS. 6. BACKFILL THE EXCAVATION WITH APPROVED GRANULAR MATERIAL PLACED IN 6 INCH LIFTS BACKFILL THE EXCAVATION WITH APPROVED GRANULAR MATERIAL PLACED IN 6 INCH LIFTS AND COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, AS DEFINED BY ASTM D1557, METHOD D AFTER BOTTOM OF EXCAVATION HAS BEEN APPROVED BY THE PROJECT ENGINEER. 7. BACKFILL SHALL BE PLACED TO EQUAL ELEVATIONS ON BOTH SIDES OF FOUNDATION WALLS. BACKFILL SHALL BE PLACED TO EQUAL ELEVATIONS ON BOTH SIDES OF FOUNDATION WALLS. WHERE BACKFILL IS ON ONE SIDE ONLY, WORK SHALL BE SHORED OR HAVE PERMANENT ADJACENT CONSTRUCTION IN PLACE BEFORE BACKFILLING. CONCRETE NOTES: 1. CONCRETE WORK SHALL CONFORM TO THE FOLLOWING REFERENCE STANDARDS: CONCRETE WORK SHALL CONFORM TO THE FOLLOWING REFERENCE STANDARDS: * "INTERNATIONAL BUILDING CODE" - 2009 EDITION. "INTERNATIONAL BUILDING CODE" - 2009 EDITION. * "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" - AC1 301-05. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" - AC1 301-05. * "COLD WEATHER CONCRETING" - ACI-306. "COLD WEATHER CONCRETING" - ACI-306. * "DETAILING REINFORCING STEEL" - ACI 315-05. "DETAILING REINFORCING STEEL" - ACI 315-05. * "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" - ACI 318-11. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" - ACI 318-11. * "BUILDING CODE REQUIREMENTS FOR PLAIN CONCRETE" - ACI 322-05. "BUILDING CODE REQUIREMENTS FOR PLAIN CONCRETE" - ACI 322-05. * "FORMWORK" - ACI 347-05. "FORMWORK" - ACI 347-05. 2. COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 4000 PSI AFTER 28 DAYS. WITH A SLUMP COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 4000 PSI AFTER 28 DAYS. WITH A SLUMP SHALL OF 4" TO 6" AND IN ACCORDANCE WITH ASTM C143. 3. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60. EXCEPT TIES AND REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60. EXCEPT TIES AND STIRRUPS MAY BE GRADE 40. WELDED WIRE FABRIC (W.W.F.) SHALL BE SHEETS ONLY, IN ACCORDANCE WITH ASTM A185. LAP TWO SQUARES AT ALL JOINTS AND TIE AT 3'-0" ON CENTER. 4. CEMENT MIXTURE FOR CONCRETE SHALL CONTAIN TYPE II CEMENT CONFORMING WITH ASTM-C CEMENT MIXTURE FOR CONCRETE SHALL CONTAIN TYPE II CEMENT CONFORMING WITH ASTM-C 150. THE WATER CEMENT RATIO SHALL NOT EXCEED 0.45. 5. AGGREGATE SHALL BE SOUND AND COMFORM TO THE PROVISIONS OF ASTM C33. COARSE AGGREGATE SHALL BE SOUND AND COMFORM TO THE PROVISIONS OF ASTM C33. COARSE AGGREGATE SIZE SHALL NOT EXCEED ß". (NO. 67) 6. PLACING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 304-05 AND SHALL BE A PLACING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 304-05 AND SHALL BE A CONTINUOUS OPERATION AVOIDING ANY HORIZONTAL JOINTS. FORMWORK SHALL BE SMOOTH PLYWOOD FORMS FOR EXPOSED SLABS OR VERTICAL SURFACES. BOARD FORMS FOR FOOTINGS OR UNEXPOSED CONCRETE SURFACES. NO EARTH FORMS SHALL BE PERMITTED. ALL CONCRETE SHALL BE VIBRATED. 7. PLACE REINFORCING USING STANDARD BAR SUPPORTS TO PROVIDE PROPER CLEARANCE PLACE REINFORCING USING STANDARD BAR SUPPORTS TO PROVIDE PROPER CLEARANCE AND PREVENT DISPLACEMENT DURING CONCRETE OPERATIONS. LAP CONTINUOUS BARS 40 DIAMETERS. 8. REINFORCING BARS SHALL BE PLACED IN ACCORDANCE WITH THE LATEST EDITION OF REINFORCING BARS SHALL BE PLACED IN ACCORDANCE WITH THE LATEST EDITION OF THE CRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS". 9. PROPERLY BRACE AND SHORE FORMWORK TO MAINTAIN ALIGNMENT AND TOLERANCES IN PROPERLY BRACE AND SHORE FORMWORK TO MAINTAIN ALIGNMENT AND TOLERANCES IN ACCORDANCE WITH ACI 347-05. 10. PROVIDE TWO #5 BARS EACH SIDE OF ALL OPENINGS IN WALLS AND SLABS. BARS TO PROVIDE TWO #5 BARS EACH SIDE OF ALL OPENINGS IN WALLS AND SLABS. BARS TO EXTEND 24" BEYOND EDGE OF OPENINGS. (FOR SIZE AND LOCATION OF OPENINGS, SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS). CONCRETE CONTINUED: 11. MINIMUM CONCRETE COVER REQUIREMENTS OVER REINFORCING STEEL ARE AS FOLLOWS: MINIMUM CONCRETE COVER REQUIREMENTS OVER REINFORCING STEEL ARE AS FOLLOWS: * FORMED CONCRETE EXPOSED TO EARTH, WEATHER, OR WATER - 2" FORMED CONCRETE EXPOSED TO EARTH, WEATHER, OR WATER - 2" * UNFORMED CONCRETE PLACED AGAINST THE EARTH - 3" UNFORMED CONCRETE PLACED AGAINST THE EARTH - 3" * UNFORMED CONCRETE PLACED AGAINST VAPOR BARRIER - 2" UNFORMED CONCRETE PLACED AGAINST VAPOR BARRIER - 2" * SLABS ON GRADE - 1" FROM TOP SLABS ON GRADE - 1" FROM TOP 12. DETAILS NOT SHOWN ON DRAWINGS SHALL BE IN ACCORDANCE WITH THE ACI DETAILING DETAILS NOT SHOWN ON DRAWINGS SHALL BE IN ACCORDANCE WITH THE ACI DETAILING MANUAL (ACI 315-05). 13. CONTRACTOR TO NOTIFY THE OWNER'S ENGINEER 48 HOURS IN ADVANCE OF CONCRETE CONTRACTOR TO NOTIFY THE OWNER'S ENGINEER 48 HOURS IN ADVANCE OF CONCRETE PLACEMENT SO THAT THE FORMWORK AND REINFORCING MAY BE INSPECTED PRIOR TO BEING COVERED. 14. CONSULT PROJECT OWNER FOR SURFACE FINISHES REQUIRED FOR CONCRETE SLAB. CONSULT PROJECT OWNER FOR SURFACE FINISHES REQUIRED FOR CONCRETE SLAB. 15. UNDERSLAB VAPOR BARRIER SHALL BE AS MANUFACTURED BY STEGO INDUSTRIES OR EQUAL UNDERSLAB VAPOR BARRIER SHALL BE AS MANUFACTURED BY STEGO INDUSTRIES OR EQUAL CONSISTING OF 10 MIL STEGO WRAP VAPOR BARRIER SEAMS SHALL BE OVERLAPPED A 10 MIL STEGO WRAP VAPOR BARRIER SEAMS SHALL BE OVERLAPPED A SEAMS SHALL BE OVERLAPPED A MINIMUM OF 6" AND TAPED WITH STEGO VAPOR BARRIER TAPE OR EQUAL AS REQ'D. 16. QUALITY CONTROL SPECIFICATIONS ARE AS FOLLOWS: QUALITY CONTROL SPECIFICATIONS ARE AS FOLLOWS: * CONTRACTOR SHALL MAKE PROVISIONS TO HAVE FOUR CYLINDERS CAST FOR CONTRACTOR SHALL MAKE PROVISIONS TO HAVE FOUR CYLINDERS CAST FOR EACH 50 CUBIC YARDS OR FOR ANY ONE DAYS OPERATION. * TESTING LABORATORY SHALL BE RESPONSIBLE FOR MAKING AND CURING TESTING LABORATORY SHALL BE RESPONSIBLE FOR MAKING AND CURING SPECIMENS IN CONFORMANCE TO ASTM C31 AND TESTING SPECIMENS IN ACCORDANCE WITH ASTM C29. * ALL TESTING ASSOCIATED WITH CONCRETE SHALL BE IN ACCORDANCE WITH ALL TESTING ASSOCIATED WITH CONCRETE SHALL BE IN ACCORDANCE WITH CHAPTER 17 OF "INTERNATIONAL BUILDING CODE" - 2009 EDITION. * THE COSTS OF ALL TESTS AND INSPECTIONS SHALL BE THE RESPONSIBILITY THE COSTS OF ALL TESTS AND INSPECTIONS SHALL BE THE RESPONSIBILITY OF THE OWNER. WOOD FRAMING: 1. ALL WOOD FRAMING SHALL CONFORM TO THE FOLLOWING REFERENCE STANDARDS.: ALL WOOD FRAMING SHALL CONFORM TO THE FOLLOWING REFERENCE STANDARDS.: * "INTERNATIONAL BUILDING CODE - 2009 EDITION" "INTERNATIONAL BUILDING CODE - 2009 EDITION" * "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - AF&PA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - AF&PA NDS-2005 2. ALL FRAMING MEMBERS SHALL BE No.1 / No. 2 OR BETTER SPRUCE-PINE-FIR WITH A MAXIMUM ALL FRAMING MEMBERS SHALL BE No.1 / No. 2 OR BETTER SPRUCE-PINE-FIR WITH A MAXIMUM MOISTURE CONTENT OF 19% UNLESS NOTED OTHERWISE. - BASE DESIGN VALUES: BASE DESIGN VALUES: Fb=875 (1,000 REP) PSI, Fv=70 PSI, E=1,400 KSI 3. ALL LUMBER AND PLYWOOD SHALL BE GRADE-STAMPED BY THE APPROPRIATE ALL LUMBER AND PLYWOOD SHALL BE GRADE-STAMPED BY THE APPROPRIATE MANUFACTURER'S ASSOCIATION FOR THE APPROPRIATE USE. - ROOF: " SQUARE EDGE PLYWOOD W/ FRAMING CLIPS ROOF: " SQUARE EDGE PLYWOOD W/ FRAMING CLIPS 1932" SQUARE EDGE PLYWOOD W/ FRAMING CLIPS - FLOORS: " TONGUE & GROOVE PLYWOOD FLOORS: " TONGUE & GROOVE PLYWOOD 2332" TONGUE & GROOVE PLYWOOD - WALLS: " PLYWOOD WALLS: " PLYWOOD 1532" PLYWOOD 4. ROOF AND WALL SHEATHING SHALL COMPLY WITH THE FOLLOWING: ROOF AND WALL SHEATHING SHALL COMPLY WITH THE FOLLOWING: - APA RATED SHEATHING, EXPOSURE 1 OR 2 APA RATED SHEATHING, EXPOSURE 1 OR 2 - ROOF SHEATHING SHALL HAVE A 40/20 SPAN RATING ROOF SHEATHING SHALL HAVE A 40/20 SPAN RATING - ROOF SHEATHING SHALL HAVE (1) PANEL EDGE CLIP BETWEEN EACH SUPPORT ROOF SHEATHING SHALL HAVE (1) PANEL EDGE CLIP BETWEEN EACH SUPPORT - A " EXPANSION GAP SHALL BE LEFT BETWEEN ALL PANELS AS REQUIRED BY APA A " EXPANSION GAP SHALL BE LEFT BETWEEN ALL PANELS AS REQUIRED BY APA 18" EXPANSION GAP SHALL BE LEFT BETWEEN ALL PANELS AS REQUIRED BY APA - SHEETS SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTING MEMBERS SHEETS SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTING MEMBERS 5. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR EARTH SHALL BE PRESSURE TREATED ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR EARTH SHALL BE PRESSURE TREATED (PT) WITH A CCA-C 0.40 PROCESS. 6. ALL FRAMING SHALL BE PLUMB, TRUE, AND ADEQUATELY BRACED SUCH THAT THE STRUCTURE IS ALL FRAMING SHALL BE PLUMB, TRUE, AND ADEQUATELY BRACED SUCH THAT THE STRUCTURE IS RIGID AND BEARS FULLY WITHOUT THE USE OF SHIMS. 7. SPIKE TOGETHER ALL FRAMING MEMBERS WHICH ARE BUILT UP WITH 16d NAILS AT 16" O.C. MAX. SPIKE TOGETHER ALL FRAMING MEMBERS WHICH ARE BUILT UP WITH 16d NAILS AT 16" O.C. MAX. UNLESS NOTED OTHERWISE. PROVIDE PLYWOOD FILLERS BETWEEN 2x MEMBERS TO MATCH WALL THICKNESS. 8. PROVIDE A MINIMUM OF TWO 2x STUDS AT THE END OF ALL BUILT-UP 2x BEAMS AND LVL PROVIDE A MINIMUM OF TWO 2x STUDS AT THE END OF ALL BUILT-UP 2x BEAMS AND LVL BEAMS, UNLESS NOTED OTHERWISE. 9. CORNERS OF EXTERIOR WALLS SHALL HAVE A MINIMUM OF (3) 2x STUDS. CORNERS OF EXTERIOR WALLS SHALL HAVE A MINIMUM OF (3) 2x STUDS. 10. PROVIDE SOLID BLOCKING UNDER ALL CONCENTRATED LOADS. PROVIDE CONTINUITY TO TOP PROVIDE SOLID BLOCKING UNDER ALL CONCENTRATED LOADS. PROVIDE CONTINUITY TO TOP OF FOUNDATION WALL OR FOOTING. 11. PROVIDE A DOUBLE TOP PLATE FOR ALL EXTERIOR WALLS w/ SPLICES STAGGERED BY 4'-0" PROVIDE A DOUBLE TOP PLATE FOR ALL EXTERIOR WALLS w/ SPLICES STAGGERED BY 4'-0" MIN. 12. NON-STRUCTURAL INTERIOR WALLS SHALL BE CONSTRUCTED w/ 2x4 STUDS. NON-STRUCTURAL INTERIOR WALLS SHALL BE CONSTRUCTED w/ 2x4 STUDS. 13. ENGINEERED LUMBER PRODUCTS SHALL BE MANUFACTURED BY BOISE CASCADE OR APPROVED ENGINEERED LUMBER PRODUCTS SHALL BE MANUFACTURED BY BOISE CASCADE OR APPROVED EQUAL, INCLUDING ALL I-JOISTS AND LVL's. ALL BOISE CASCADE PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS AND STANDARD DETAILS AS PUBLISHED BY BOISE CASCADE. - BASE DESIGN VALUES: BASE DESIGN VALUES: - 1ß" WIDE VERSA-LAM BEAMS GRADE 3100 Fb SP: 1ß" WIDE VERSA-LAM BEAMS GRADE 3100 Fb SP: * Fb=3,100 PSI * Fv=285 PSI * E=2,000 KSI - 3ï' AND WIDER VERSA-LAM BEAMS GRADE 3100 Fb SP: 3ï' AND WIDER VERSA-LAM BEAMS GRADE 3100 Fb SP: * Fb=3,100 PSI * Fv=285 PSI * E=2,000 KSI - VERSA-LAM COLUMNS GRADE 3100 Fb SP: VERSA-LAM COLUMNS GRADE 3100 Fb SP: * Fb=3,100 PSI * Fcll=3,000 PSI * E=1,800 KSI 14. FASTENERS SHALL COMPLY WITH THE FOLLOWING: FASTENERS SHALL COMPLY WITH THE FOLLOWING: - NAILS SHALL BE COMMON WIRE NAILS, GALVANIZED @ EXPOSED FRAMING NAILS SHALL BE COMMON WIRE NAILS, GALVANIZED @ EXPOSED FRAMING - BOLTS, NUTS AND WASHERS SHALL BE ASTM A-307, HOT DIP GALVANIZED AT EXTERIOR BOLTS, NUTS AND WASHERS SHALL BE ASTM A-307, HOT DIP GALVANIZED AT EXTERIOR EXPOSED FRAMING CONFORMING TO ASTM A153 - METAL CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON OR APPROVED EQUAL METAL CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON OR APPROVED EQUAL - STAINLESS STEEL NAILS FOR ATTACHING EXTERIOR TRIM AND SIDING STAINLESS STEEL NAILS FOR ATTACHING EXTERIOR TRIM AND SIDING - ALL WOOD MEMBERS TO BE NAILED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE ALL WOOD MEMBERS TO BE NAILED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE - 2009 EDITION APPENDIX C 15. PLYWOOD SHALL BE NAILED AT 6" OC AT ALL JOINTS AND EDGES & AT 10" OC AT OTHER PLYWOOD SHALL BE NAILED AT 6" OC AT ALL JOINTS AND EDGES & AT 10" OC AT OTHER SUPPORTS. PLYWOOD SUB-FLOORS SHALL BE GLUED TO JOISTS, BEFORE NAILING WITH CONSTRUCTION ADHESIVE. 16. LIGHTWEIGHT RESIDENTIAL LALLY COLUMNS - 3ï" OUTER DIAMETER 16 GAGE STEEL PIPE LIGHTWEIGHT RESIDENTIAL LALLY COLUMNS - 3ï" OUTER DIAMETER 16 GAGE STEEL PIPE CONFORMING TO ASTM A513 FILLED WITH CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. (UNLESS OTHERWISE NOTED.) 17. PROVIDE DOUBLE JOISTS UNDER PARALLEL PARTITION WALLS AT ALL FLOORS UNLESS PROVIDE DOUBLE JOISTS UNDER PARALLEL PARTITION WALLS AT ALL FLOORS UNLESS OTHERWISE NOTED. 18. NEW PRESSURE TREATING PROCESSES REQUIRED FOR WOOD ARE HIGHLY CORROSIVE. SEE NEW PRESSURE TREATING PROCESSES REQUIRED FOR WOOD ARE HIGHLY CORROSIVE. SEE NOTE 5. AND MANUFACTURER'S RECOMMENDATIONS FOR FASTENING TO PT WOOD.
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5
TYPICAL TRUSS BRACING DETAILS
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VARIES SEE PLANS
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12
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CONTINUOUS WEB BRACING AS REQUIRED BY TRUSS MANUFACTURER (SEE TRUSS SHOP DRAWINGS FOR LATERAL BRACING REQUIREMENTS) (LAP BRACING MIN OF 2 TRUSSES)
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CONTINUOUS BOTTOM CHORD LATERAL BRACING @ 10'-0" OC MAX. LOCATE BRACES NEXT TO WEB/CHORD JOINT.
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PLYWOOD ROOF SHEATHING
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NOTES: 1. REFER TO THE BUILDING COMPONENT SAFETY INFORMATION (BCSI) SUMMARY SHEET FOR ERECTION BRACING REQUIREMENTS. 2. REFER TO THE ROOF FRAMING DRAWINGS AND THE TRUSS MANUFACTURER'S SHOP DRAWINGS FOR SPECIFIC BRACING REQUIREMENTS AND LOCATIONS. 3. ALL TEMPORARY AND PERMANENT BRACING SHALL BE NO LESS THAN 2x4 GRADE MARKED LUMBER. ALL CONNECTIONS SHALL BE MADE WITH A MINIMUM 2-16d NAILS. 4. ALL TRUSSES ARE ASSUMED TO BE 24" OC OR LESS. 5. ALL MULTI-PLY TRUSS MEMBERS SHALL BE CONNECTED TOGETHER IN ACCORDANCE WITH TRUSS MANUFACTURERS REQUIREMENTS PRIOR TO INSTALLATION. 6. THE TYPICAL TRUSS BRACING DETAILS INCLUDE SOME OF THE BRACING REQUIREMENTS FOR WOOD ROOF TRUSSES. THE TYPICAL DIAGRAMS DO NOT REFLECT PARTICULAR DETAILS OF THIS PROJECT, SUCH AS ROOF SLOPE, WEB CONFIGURATION, OVERHANGS, ROOF LOADS, ETC. 7. TRUSS SHOP AND ERECTION DRAWINGS SHALL BE STAMPED BY A REGISTERED ENGINEER OF THE STATE OF NEW HAMPSHIRE AND SUBMITTED FOR APPROVAL. 8. TRUSS LOADING & CONFIGURATION FOR SUPPORT STRUCTURE HAVE BEEN ASSUMED. TRUSS MANUFACTURED TO SUBMIT FINAL STAMPED LOADING TO ENGINEER TO CONFIRM ASSUMPTION.
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PROVIDE TEMPORARILY 2x4 BRACING @ TOP CHORD MEMBERS AS REQUIRED PRIOR TO INSTALLATION OF ROOF SHEATHING. (SEE SCHEDULE FOR SPACING)
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BOTTOM CHORD OF OVERFRAMING TRUSSES TO BE CANTED TO MATCH ROOF SLOPE.
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TRUSS ELEVATION
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BOTTOM CHORD BRACING PLAN
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GENERAL CONTRACTOR SHALL BE FAMILAR WITH AND STRICTLY ADHERE TO PUBLICATION BCSI 2008 SUMMARY SHEETS, WHICH IS TYPICALLY DELIVERED WITH THE TRUSS PACKAGE. NOTE: COMPRESSION WEB BRACING REQUIREMENTS COMPRESSION WEB BRACING REQUIREMENTS ARE SHOWN ONLY ON THE INDIVIDUAL TRUSS COMPONENTS SHOP DRAWINGS WHICH ARE ALSO DELIVERED WITH THE TRUSSES. THE BRACING DETAILS SHOWN HERE ARE A GENERAL LAYOUT OF SOME OF THE BRACING REQUIRED. ASSURE THAT ALL TRUSS MANUFACTURERS BRACING SPECIFICATIONS ARE REVIEWED AND INSTALLED.
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BEARING WALL OR BEAM BELOW
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CONTINUOUS 2x4 LATERAL BRACING ON TOP OF BOTTOM CHORDS SPACED @ 10'-0" OC MAXIMUM. (LOCATE BRACES NEXT TO WEB/BOTTOM CHORD JOINT.)
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PREFABRICATED WOOD ROOF TRUSSES SPACED @ 2'-0" OC OR LESS
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2x4 DIAGONAL BRACING NAILED TO TOP OF BOTTOM CHORDS OF ROOF TRUSSES. SEE SCHEDULE FOR SPACING.
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BEARING WALL OR BEAM BELOW
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GABLE END TRUSS UNLESS OTHERWISE NOTED
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BEARING WALL OR BEAM BELOW
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SECTION @ TRUSSES
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TRUSS BOTTOM CHORD
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TRUSS TOP CHORD
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OVER 48'-60'
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MINIMUM PITCH
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TRUSS WEB MEMBERS
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GABLE END TRUSS U.O.N.
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PROVIDE TEMPORARILY 2x4 BRACING
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PLYWOOD ROOF SHEATHING
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CONTINUOUS 2x4 LATERAL BRACING ON TOP OF BOTTOM CHORDS (SEE PLAN BELOW)
2x4 DIAGONAL BRACING @ TRUSS COMPRESSION WEBS. (SEE SECTION BELOW)
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WEB CONFIGURATION PER MANUFACTURER UNLESS OTHERWISE NOTED
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SEE GENERAL NOTES FOR WIND LOADING CRITERIA
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AS NOTED
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15-092
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JAY
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JAY
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11-09-2018
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AR
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MAYPENNY|MURPHY AR... 96 PENHALLOW ST. PORTSMOUTH, NH 03801
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11-09-2018
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11-09-2018
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OF 6
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PRE-ENGINEERED WOOD TRUSSES: 1. ALL PRE-ENGINEERED WOOD TRUSS WORK SHALL CONFORM TO REFERENCE STANDARDS: ALL PRE-ENGINEERED WOOD TRUSS WORK SHALL CONFORM TO REFERENCE STANDARDS: * "INTERNATIONAL BUILDING CODE" - 2009 EDITION. "INTERNATIONAL BUILDING CODE" - 2009 EDITION. * "TRUSS PLATE INSTITUTE (TPI) PUBLICATION HIB-91" "TRUSS PLATE INSTITUTE (TPI) PUBLICATION HIB-91" * "BUILDING COMPONENT SAFETY INFORMATION (BCSI)" - 2008 EDITION "BUILDING COMPONENT SAFETY INFORMATION (BCSI)" - 2008 EDITION 2. ALL WOOD ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED BY BOISE STRUCTURAL ALL WOOD ROOF TRUSSES SHALL BE DESIGNED AND MANUFACTURED BY BOISE STRUCTURAL SOLUTIONS OF BIDDEFORD, MAINE, OR APPROVED EQUAL. ALL ASSOCIATED CONNECTION HARDWARE FOR TRUSSES SHALL ALSO BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. TRUSS DESIGNS ARE TO BE STAMPED BY A REGISTERED PROFESSIONAL ENGINEER RETAINED BY MANUFACTURER. CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO START OF PRODUCTION. 3. ALL WOOD TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE MANUFACTURER'S ALL WOOD TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND IN ACCORDANCE WITH TRUSS PLATE INSTITUTE (TPI) PUBLICATION HIB-91 FOR BRACING WOOD TRUSSES. PROPER BRACING OF WOOD TRUSSES DURING ERECTION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 4. MINIMUM GRADE FOR ANY TRUSS MEMBER SHALL BE #2. MINIMUM GRADE FOR ANY TRUSS MEMBER SHALL BE #2. 5. WOOD TRUSS MANUFACTURER SHALL CLEARLY LABEL ALL COMPRESSION WEBS WHICH REQUIRE WOOD TRUSS MANUFACTURER SHALL CLEARLY LABEL ALL COMPRESSION WEBS WHICH REQUIRE LATERAL BRACING WITH RED TAGS OR PAINT. FAILURE TO LABEL WILL REQUIRE IN-PLACE LABELING BY TRUSS MANUFACTURER. 6. WOOD TRUSS MANUFACTURER SHALL MAINTAIN A MAXIMUM PANEL POINT SPACING OF 10 FT. WOOD TRUSS MANUFACTURER SHALL MAINTAIN A MAXIMUM PANEL POINT SPACING OF 10 FT. UNLESS WRITTEN APPROVAL FOR A MODIFICATION IS RECEIVED FROM ENGINEER. 7. ROOF TRUSSES SHALL BE DESIGNED FOR: ROOF TRUSSES SHALL BE DESIGNED FOR: - TOP CHORD LIVE LOAD..........................................50 PSF OR CONTROLLING SNOW LOAD TOP CHORD LIVE LOAD..........................................50 PSF OR CONTROLLING SNOW LOAD - TOP CHORD DEAD LOAD.............................................................................................................10 PSF TOP CHORD DEAD LOAD.............................................................................................................10 PSF - BOTTOM CHORD LIVE LOAD AT ATTIC SPACE WITHOUT STORAGE.......................10 PSF BOTTOM CHORD LIVE LOAD AT ATTIC SPACE WITHOUT STORAGE.......................10 PSF - BOTTOM CHORD LIVE LOAD AT ATTIC SPACE WITH STORAGE..............................20 PSF BOTTOM CHORD LIVE LOAD AT ATTIC SPACE WITH STORAGE..............................20 PSF - BOTTOM CHORD DEAD LOAD....................................................................................................10 PSF BOTTOM CHORD DEAD LOAD....................................................................................................10 PSF NOTE: ATTIC SPACE WITH STORAGE IS CONSIDERED ALL AREAS CAPABLE OF ATTIC SPACE WITH STORAGE IS CONSIDERED ALL AREAS CAPABLE OF WITH STORAGE IS CONSIDERED ALL AREAS CAPABLE OF STORAGE IS CONSIDERED ALL AREAS CAPABLE OF CONTAINING A 42"x24" RECTANGLE IN THE PLANE OF THE TRUSS PER IRC 2009 TABLE R301.5 FOOTNOTE G. 8. WOOD TRUSS LAYOUT DRAWINGS SHALL BE PREPARED ON 24"X36" SHEETS AND CLEARLY WOOD TRUSS LAYOUT DRAWINGS SHALL BE PREPARED ON 24"X36" SHEETS AND CLEARLY LABEL ALL TRUSSES AND CONNECTORS. SHOP DRAWINGS MUST INCLUDE THE FOLLOWING INFORMATION: MEMBER SPECIES AND GRADE; MEMBER FORCES; MEMBER CSI RATIOS; ACTUAL DL AND LL DEFLECTIONS; REACTIONS; CONNECTOR PLATE REQUIREMENTS AND SIZES. 9. OVERBUILD TRUSSES SHALL HAVE BOTTOM CHORDS BEVEL CUT TO MATCH THE SLOPE OF THE OVERBUILD TRUSSES SHALL HAVE BOTTOM CHORDS BEVEL CUT TO MATCH THE SLOPE OF THE SUPPORTING ROOF. 10. ROOF TRUSSES SHALL BE DESIGNED FOR A MAXIMUM LIVE LOAD DEFLECTION CRITERIA OF ROOF TRUSSES SHALL BE DESIGNED FOR A MAXIMUM LIVE LOAD DEFLECTION CRITERIA OF L/480. 11. THE "MINIMUM" MEMBER SIZE USED IN ANY ROOF TRUSS SHALL BE A 2X4. THE MINIMUM "PLATE" THE "MINIMUM" MEMBER SIZE USED IN ANY ROOF TRUSS SHALL BE A 2X4. THE MINIMUM "PLATE" SIZE USED ON ANY ROOF TRUSS CONNECTION SHALL BE 3"X4", REGARDLESS OF DESIGN REQUIREMENT. 12. CONNECTOR PLATES SHALL BE NOT LESS THAN 0.036 INCHES (20 GAUGE) IN COATED CONNECTOR PLATES SHALL BE NOT LESS THAN 0.036 INCHES (20 GAUGE) IN COATED THICKNESS, SHALL MEET OR EXCEED ASTM GRADE A OR HIGHER AND SHALL BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-525 (COATING G60). MINIMUM STEEL YIELD STRESS SHALL BE 33,000 PSI. 13. TRUSS MANUFACTURER SHALL BE ACCEPTABLE TO THE ENGINEER. CONTRACTOR SHALL QUALIFY TRUSS MANUFACTURER SHALL BE ACCEPTABLE TO THE ENGINEER. CONTRACTOR SHALL QUALIFY MANUFACTURERS WITH ENGINEER PRIOR TO BIDDING. TRUSSES SHALL BE FABRICATED IN A TRUSSES SHALL BE FABRICATED IN A PROPERLY EQUIPPED MANUFACTURING FACILITY OF A PERMANENT NATURE. TRUSSES SHALL BE MANUFACTURED BY EXPERIENCED WORKMEN, USING PRECISION CUTTING, JIGGING AND PRESSING EQUIPMENT UNDER THE REQUIREMENTS IN QUALITY CONTROL STANDARD QST-88 OF THE TRUSS PLATE INSTITUTE. 14. ERECTION BRACING OF WOOD TRUSSES IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. ERECTION BRACING OF WOOD TRUSSES IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THIS IS MEANS AND METHODS. FOLLOW TPI PUBLICATION HIB-91 STRICTLY IN ADDITION TO WEB BRACING REQUIREMENTS SHOWN ON TRUSS SHOP DRAWINGS. CONSULT TRUSS MANUFACTURER OR INDEPENDENT ENGINEER IF FURTHER DESIGN ASSISTANCE IS NEEDED. 15. ALL LATERAL BRACING INSTALLED ON COMPRESSION WEBS OF TRUSSES, AS DIRECTED BY ALL LATERAL BRACING INSTALLED ON COMPRESSION WEBS OF TRUSSES, AS DIRECTED BY MANUFACTURER, MUST HAVE CROSS BRACING INSTALLED ON SAME WEB PLANE AT INTERVALS SHOWN ON THESE DRAWINGS AND HIB-91 FRAME 4. NOTE THAT ALTHOUGH FRAME 4 SUGGESTS THIS CROSS BRACING IS TEMPORARY, IT IS ALSO REQUIRED PERMANENT BRACING TO PREVENT WEBS FROM BUCKLING AS A GROUP. WHERE DIAGONAL BRACES CROSS, INTERRUPT ONE BRACE AND ADD A 4-FT. LONG 2X4 SPLICE OVER THE INTERRUPTED BRACE AND USE (8) 10d NAILS ON EACH SIDE. AS AN ALTERNATE, VEE OR CHEVRON BRACING CAN BE INSTALLED USING THE SAME QUANTITY OF DIAGONAL MEMBERS, WHICH ELIMINATES THE NEED FOR THE SPLICE. IN THE EVENT THAT TEE-BRACING OR STRONGBACKS ARE USED INSTEAD OF CONTINUOUS LATERAL BRACING, THE CROSS BRACING IS THEN ONLY A TEMPORARY ERECTION STABILITY REQUIREMENT. CONTINUOUS LATERAL BRACING MUST, HOWEVER, BE LOCATED ON TOP AND BOTTOM CHORDS ABOVE AND BELOW CROSS BRACING FOR TEMPORARY CROSS BRACING TO BE EFFECTIVE. 16. TRUSS MANUFACTURER SHALL ATTEMPT TO ALIGN ADJACENT TRUSS WEBS TO ALLOW TRUSS MANUFACTURER SHALL ATTEMPT TO ALIGN ADJACENT TRUSS WEBS TO ALLOW INSTALLATION OF LATERAL BRACING. A MINIMUM OF 6 ADJACENT WEBS MUST ALIGN, OTHERWISE MANUFACTURER SHALL SPECIFY TEE-BRACING INSTEAD. 17. DO NOT USE HINGED FALSE TOP CHORDS WHERE OR PIGGYBACKS ARE REQUIRED FOR SHIPPING DO NOT USE HINGED FALSE TOP CHORDS WHERE OR PIGGYBACKS ARE REQUIRED FOR SHIPPING HEIGHTS. USE PIGGYBACKS OVER 2X4 PURLINS AT 24" O/C WITH DIAGONAL BRACING APPLIED TO THE TOP CHORD PLANE. 18. TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED, AND NOT OTHERWISE TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED, AND NOT OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 19. SUBMIT COMPLETE SHOP DRAWINGS FOR ALL WOOD TRUSSES SHOWING MEMBER SIZES, SPECIES, SUBMIT COMPLETE SHOP DRAWINGS FOR ALL WOOD TRUSSES SHOWING MEMBER SIZES, SPECIES, GRADE, MOISTURE CONTENT, SPAN, CAMBER, DIMENSIONS, CHORD PITCH, BRACING REQUIREMENTS AND LOADINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN NEW HAMPSHIRE.
AutoCAD SHX Text
6
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150
21200
A150
D250
C150
21000
21170
C130
C130
C130
C130
C130
C130
C130
C130
C130
C150
C150
C150
C150
C150
D250
D250
D250
EF-1
EF-2
EF-4
EUH-1
3KW
IU-1ABOVE
EF-5
EF-3IU-2 IU-3
IU-4
EF-6
IU-5
12"X10"10"X8"
6"Ø TO 28 GA GALV STEELWALL CAP WITH DAMPER -SIM TO FAMCO SDWVG(TYPICAL)
10"X8"12"X10"
12"X10"
8"Ø O.A. W/R-8 INSUL
10"X8"
6"Ø TO 28 GA GALV STEELWALL CAP WITH DAMPER -SIM TO FAMCO SDWVG(TYPICAL)
12 TON OU-1 TWINNED W/REFR LINES DISTRIBUTED
8"Ø TO 28 GA GALV STEELWALL CAP WITH DAMPER
INSULATED 18"X12" INTAKEPLENUM W/ 18"X12" LOUVER
14"X12" O.A. INTAKE LOUVERFOR 150 CFM
12"X10"
12"X10"
10"X8"
10"X8"
8"Ø W/R-8 INSUL
7"Ø
14"X10"
DRAIN COND TOSLOP SINK
DRAIN COND TO TAILPIECE OF SINK DRAININ CABINET
DRAIN COND TO TAILPIECE OF SINK DRAININ CABINET 10"X10"
7"Ø
7"Ø
CUH-2
3KW
18"X12"
HVA
C C
ON
CEP
T PL
ANFi
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Pla
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M1
George Dyroff
Text Box
Drain condensate from IU-2 and IU-3 to slop sink.
George Dyroff
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1200
C200
1200
EF-1EF-2
EF-4
CUH-1
3KW
CUH-2
3KW
EF-5
EF-3IU-4 IU-5
ERV-1
EF-6
ERV-2
IU-3
IU-1
4" RND INTAKE TO6" INTAKE WALL CAPFOR 75 CFM
IU-2
8"Ø O.A.INSUL DUCT
IU-7
IU-8IU-6
12 TON OU-1 TWINNED W/REFR LINES DISTRIBUTED
8"Ø TO 28 GA GALV STEELWALL CAP WITH DAMPER
INSULATED 18"X12" INTAKEPLENUM W/ 18"X12" LOUVER
18"X12" DISCH PLENUM R-8INSUL W/ 18"X12" LOUVER
10"X10" EXH DUCT TO 12X12WALL LOUVER WITH BDDINSUL LAST 6 FEET WITH R-8
ELEV USING STAND BY MFRPROVIDE MFR WIND BAFFLESPROV REFR PIPING TO EACH IUPROV REFR TWINNING KITPROV SNOW/HAIL GUARDSPROV SNOW HOODPROV BASE PAN HEATERSPROV 24" CONDENSER STANDS
12.0
HVA
CSc
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M4
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1/2" CW1/2" HW1-1/2" W1-1/4" V
1/2" CW1/2" HW
1-1/2" W1-1/4" V
1/2" CW
4" W TO SEPTICTANK BY OTHERS
F.C.O
P-4P-5
P-1HP-1H
P-2H P-2H
1/2" CW
1/2" CW1/2" HW2" W1-1/2" V
2" F.D. TRAP& WASTE
P-3
1-1/2" V
30 GAL ELEC HW HTR RHEEMMODEL # XE30S06ST45U1ON DRAIN PAN - DRAIN TOSLOP SINK P-3
PLUMBING FIXTURE SCHEDULE
FIXTUREPIPE SIZE
CWVW HW I.W.REMARKS
FURNISHED BY
PLBR. OWNERGAS
P-2HX - - -1/2"1-1/4"1-1/2" 1/2"
P-4X - - -1/2"1-1/4"1-1/2" 1/2"
P-3X - - -1/2"1-1/2"2" 1/2"
* THE PLUMBING CONTRACTOR IS TO RECEIVE FIXTURES, STORAGE AND PLACE FIXTURES. PROVIDE ALL REQUIRED PIPING, FITTINGS, VALVES, INSTALLATION, HOOKUP AND TESTING FOR A COMPLETE INSTALLATION.
X -P-1H
- - -1/2"2"3"
P-5X - - -1/2"1-1/4"1-1/2" 1/2"
ALL FIXTURES TO BE ADA COMPLIANT
1. DRAWINGS ARE ONLY DIAGRAMMATIC, IT IS NOT THE INTENT TO SHOW EVERYCONSTRUCTION DETAIL. EXACT DIMENSIONS AND FIXTURE LOCATIONS ARE TO BE FIELDMEASURED.
2. THE MECHANICAL CONTRACTOR SHALL SUPPLY ALL MATERIALS, LABOR, EQUIPMENTAND APPLIANCES REQUIRED TO INSTALL ALL PLUMBING WORKS NECESSARY.
3. CONTRACTOR TO OBTAIN ALL PERMITS FOR HIS WORK.
4. CONTRACTOR TO SUBMIT INSURANCE CERTIFICATE PRIOR TO COMMENCEMENT OF ANYWORK.
5. CONTRACTOR TO SUBMIT (4) SETS OF SHOP DRAWINGS OF EQUIPMENT ANDMATERIALS FOR APPROVAL PRIOR TO PURCHASE AND INSTALLATION.
6. CONTRACTOR TO PROVIDE (2) O&M MANUALS AT COMPLETION OF PROJECT. (1) SET TOBE RETAINED BY THE ENGINEER AND (1) SETS TO OWNER.
7. CONTRACTOR TO MAINTAIN AND UPDATE ACCURATELY MARKED UP AS-BUILT DRAWINGSDURING CONSTRUCTION THEN AT COMPLETION OF PROJECT SUBMIT TO THE ARCHITECTAND ENGINEER.
8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2012 ICC PLUMBING CODE ANDANY LOCAL APPLICABLE CODE REQUIREMENTS.
9. WATER LINE PIPING MATERIAL SELECTION SHALL BE AS ALLOWED BY INTERNATIONALPLUMBING CODE. PROVIDE CHROME STOP VALVE ON CW/HW CONNECTIONS AT EACHFIXTURE.
10. SANITARY WASTE & VENT TO BE CAST IRON NO-HUB OR BELL & SPIGOT SERVICEWEIGHT PIPING TO MATCH EXISTING PLUMBING SYSTEM. USE OF PVC SCHED 40 ISACCEPTABLE IF ALLOWED BY THE ICC PLUMBING CODE AND FIRE RATING REQUIREMENTS.
11. WASTE PIPING EXPOSED CONDITION SHALL BE CHROME FINISH.
12. PROVIDE PROTECTIVE COVERING ON WATER AND WASTE AT HANDICAPPEDLAVATORIES.
